1585552_RFP_3_of_3.pdf

PDF 7 MB Posted Aug 15, 2018

Attached to: Concrete Batch Plant
Solicitation number: N4008518R8730
Issued by: Department of the Navy Naval Facilities Engineering Command

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1585552_RFP_2_of_3.pdf	PDF	Aug 15, 2018
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NFPC – Replace Concrete Batch Plant Bldg. 20 1585552

The Navy Yard, Philadelphia, PA

STANDARD TEMPLATE - PART SIX - ATTACHMENTS - Page 1

PART SIX - ATTACHMENTS

1. CONCEPTUAL DRAWINGS

2. MISCELLANEOUS RECORD DRAWINGS

2.1. No Bake Sand System Building 20 (1982)

2.2. Cement Mixing System (2009)

2.3. Equipment Installation – Bldgs 20, 546 & 1029 (2017)

2.4. Building 20 Location Plan and Typical Footings (1917)

2.5. Cement Processing Schematic for NAVSEA (by Lancaster Products, Kercher Enterprises, Inc.)

3. GEOTECHNICAL REPORT

4. FIRE PROTECTION DESIGN ANALYSIS

5. JUSTIFICATION AND APPROVAL FOR USE OF OTHER THAN FULL AND OPEN COMPETITION

6. FORMS

6.1. Performance Assessment Plan

6.2. Permits Record of Decision (PROD)

6.3. Best Value Determination Guidelines

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GENERAL SHEET NOTES

SHEET KEYNOTES

ELECTRICAL DEMOLITION PLAN - AREA A

KEY PLAN

GRAPHIC SCALE

0020-ED101

- E

12763674

1/16"=1'-0" 1577851

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GENERAL SHEET NOTES

SHEET KEYNOTES

ELECTRICAL DEMOLITION PLAN - AREA B

KEY PLAN

GRAPHIC SCALE

0020-ED102

- E

12763675

X X X X X X X X

XXXXXXXXX

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GENERAL SHEET NOTES

SHEET KEYNOTES

ELECTRICAL DEMOLITION PLAN - UPPER MEZZANINE

ELECTRICAL DEMOLITION PLAN - INTERMEDIATE MEZZANINE

KEY PLAN

GRAPHIC SCALE

0020-ED103

- E

12763676

X X X X X X X X X X X X X X X X

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GENERAL SHEET NOTES

SHEET KEYNOTES

KEY PLAN

GRAPHIC SCALE

C1 ENLARGED MEZZANINE ELECTRICAL DEMOLITION PLAN

0020-ED401

- E

12763677

1/8"=1'-0"

BD BD BD BD BD BD BD BD BD BD BD

BD BD BD BD BD BD BD BD BD BD BD BD BD

BD BD BD

BD BD BD BD BD BD BD BD BD

XXXX

X X

XXXX

X X

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GENERAL SHEET NOTES

KEY PLAN

GRAPHIC SCALE

0 32 64 96

1"=32'-0"

FIRST FLOOR POWER PLAN-OVERALL

0020-E-100

- F

N-

12763678

1/32"=1'-0"

BD BD

BD BD BD BD BD BD BD BD BD BD BD BD BD BD

XXXXX

X X

XXXXX

X X

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SHEET KEYNOTES

GENERAL SHEET NOTES

KEY PLAN

GRAPHIC SCALE

0 16 32 48

1"=16'-0"

FIRST FLOOR POWER PLAN-AREA A

0020-E-101

- F

N-

12763679

BD BD BD BD BD BD BD BD BD BD BD BD BD BD BD BD

BD BD BD

BD BD BD BD BD BD BD BD BD BD BD

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SHEET KEYNOTES

GENERAL SHEET NOTES

0 16 32 48

1"=16'-0"

FIRST FLOOR POWER PLAN-AREA B

SHEET KEYNOTES CONT.

0020-E-102

- F

N-

12763680

1/16"=1'-0" 1577851

KEY PLAN

GRAPHIC SCALE

X X X X X X X

XXXXXXX

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GENERAL SHEET NOTES

SHEET KEYNOTES

KEY PLAN

GRAPHIC SCALE

16 32 48

1"=16'-0"

FLOOR PLAN - UPPER MEZZANINE

FLOOR PLAN - INTERMEDIATE MEZZANINE

KEY PLAN

GRAPHIC SCALE

0020-E-103

- E

-M

12763681

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KEY PLAN

GRAPHIC SCALE

0020-E-401

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0 8 16 24

1/8"=1'-0"

SOUTHWEST EQUIPMENT YARD

SOUTHEAST EQUIPMENT

UPPER MEZZANINE

INTERMEDIATE MEZZANINE

C1 SWITCHGEAR A AND F

C4 SOUTHCENTRAL EQUIPMENT YARD

A1 YARD SWITCHGEAR B

A2 ELECTRICAL ROOM PLAN

A3 SUBSTATION C

SUB F

DC SUB

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GENERAL SHEET NOTES

SINGLELINE DIAGRAM

0020-E-601

- S

12763683

NTS

SBUS

NBUS

PDPA

1.5

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GENERAL SHEET NOTES

SINGLELINE DIAGRAM

0020-E-602

- S

12763684

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GENERAL SHEET NOTES

SHEET KEYNOTESSINGLELINE DIAGRAM

0020-E-603

- S

12763685

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GENERAL SHEET NOTES

SINGLELINE DIAGRAM

0020-E-604

- S

12763686

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GENERAL SHEET NOTES

0020-E-610

- P

12763687

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0020-E-620

- E

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PNY BUILDING 20 EXISTING ELECTRICAL EQUIPMENT SCHEDULE

DRAWING EQUIPMENT

NMBER

EQUIPMENT

NAME EQUIPMENT DESCRIPTION FED FROM PH VOLTAGE

RATING

AMPERAGE

RATING OR MCB REMARKS WORK

REQUIRED

0020-E-101 1 NO ID GENERATOR NA NO NAMEPLATE CONFIRM

0020-E-101 2 MCC-SYSTEM-1 MOTOR CONTROL CENTER SUB-A 3 480 1200 3P, 3W, 4-600A SECTIONS, GE 8000 LINE, CAT# 0822X0312F01 CONFIRM

0020-E-101 3 NO ID TWO DISCONNECTS 240 60 240V, 60A FOR BELT SANDERS? CONFIRM

0020-E-101 4 NO ID VARIABLE SPEED DRIVE SYS1 FAN MCC-SYSTEM-1 NO RATINGS CONFIRM

0020-E-101 5 AD-23 & AD-24 TWO DISCONNECTS NO RATINGS CONFIRM

0020-E-101 6 AB STEAM DISCONNECT, HEATER, STARTER 600 100 600V, 100A DISCONNECT CONFIRM

0020-E-101 7A EF-5 HOA HAND-OFF-AUTO CONFIRM

0020-E-101 7B NO ID WELDING DISCONNECT 3 480 100 CONFIRM

0020-E-101 7C NO ID FUSED DISCONNECT 3 220 "#1,#2,#3 PUMP" CONTROL SWITCHES CONFIRM

0020-E-101 8A PANEL PDPA PANELBOARD 1 240/120 800 OLD GE 800A MCB, ALL ON CONFIRM

0020-E-101 8B NO ID DRY TYPE TRANSFORMER 1 240/120 25kVA CONFIRM

0020-E-101 8C NO ID DRY TYPE TRANSFORMER 1 240/120 10kVA CONFIRM

0020-E-101 8D PANEL EP-2 MCB PANELBOARD 1 240/120 50 50A MCB CONFIRM

0020-E-101 8E QA LAB FEED DISCONNECT DPD-A 240 200 "QA LAB FEED FROM PANEL DPD-A FED FROM 240V TFMR" CONFIRM

0020-E-101 8F EF-4 STARTER STARTER CONFIRM

0020-E-101 8G NO ID TWO SMALL DISCONNECTS DISCONNECTS ARE OPEN CONFIRM

0020-E-101 8H NO ID FOUR UNUSED 4" CONDUITS STUBBED UP CONDUITS CONFIRM

0020-E-101 9A NO ID DISCONNECT 1 240 150 150A FUSES CONFIRM

0020-E-101 9B NO ID DRY TYPE TRANSFORMER 1 240-240/120 37.5kVA CONFIRM

0020-E-101 10 PANEL LPA1 MLO PANELBOARD 240 225 MLO CONFIRM

0020-E-101 11 LPA-1 DISCONNECT DISCONNECT LPA-1 DISCONNECT FROM TFMR (CANNOT READ TFMR) CONFIRM

0020-E-101 12A PANEL F MLO PANELBOARD 1 240/120 225 ALL ON- LIGHTS? CONFIRM

0020-E-101 12B PANEL F1 MLO PANELBOARD 1 240/120 225 F1 IS MOUNTED BELOW F.

ALL ON- 2 SMALL AC UNITS AND ? CONFIRM

0020-E-101 13 NO ID DISCONNECT SUB-F 3 480 600 CONFIRM

0020-E-101 14 NO ID MOTOR CONTROL CENTER 3 480 600 CONFIRM

0020-E-101 15 HASKRIS CONTROLLER 1 208/230 25 TWO 12"X12"X4" BOXES ON WALL, START/STOP FOR SCREW

CONVEYOR, SYSTEM FAN, SPRINKLER #1 CONFIRM

0020-E-101 16 SYS 1 VARIABLE SPEED DRIVE SYS1 FAN NO RATINGS CONFIRM

0020-E-101 17 NO ID TWO DISCONNECTS 240 60 EACH FEED A LOCAL BELT SANDER CONFIRM

0020-E-101 18 NO ID PANELBOARD 240 225 COULD NOT ACCESS LOCATION CONFIRM

0020-E-101 19 PANEL LPA2 PANELBOARD 240 225 COULD NOT ACCESS LOCATION CONFIRM

0020-E-101 20A NO ID DISCONNECT 1 220 SMALL DISCONNECT WITH J-BOX (6"X6") WITH 120V RECEPTACLE CONFIRM

0020-E-101 20B COND. PUMP DISCONNECT 240 100 "CONDENSATOR PUMP STEAM TUNNEL" CONFIRM

0020-E-101 20C C-21#4 DISCONNECT 240 60 CONFIRM

0020-E-101 20D AF-0088 EF STARTER STARTER CONFIRM

0020-E-101 21 NO ID DISCONNECT 240 COULD NOT ACCESS LOCATION CONFIRM

0020-E-101 22 PANEL 4 PANELBOARD CONFIRM

0020-E-101 23 NO ID DRY TYPE TRANSFORMER CONFIRM

0020-E-101 24 NO ID THREE DISCONNECTS 3 240 100 CONFIRM

0020-E-101 25 NO ID DISCONNECT 1 240 150 FUSED DISCONNECT CONFIRM

0020-E-101 26 NO ID ABANDONED FEEDER 3 240 CONFIRM

0020-E-101 27

PIN & SLEEVE

RECEPTACLE AND

CABINET

CABINET NO CABLES CONNECTED. DE-ENERGIZED. CONFIRM

0020-E-101 28 NO ID FOUR DISCONNECTS DISCONNECT AT COL-C21 250 60 ALL FOUR DISCONNECTS APPEAR TO NOT FEED ANYTHING CONFIRM

0020-E-101 29A C18 DISCONNECT 3 220 60 "C18 ELECTRICAL SERVICE FROM 60A SWITCH". DISCONNECT

OPEN CONFIRM

0020-E-101 29B NO ID DISCONNECT 3 208 30 LP-1-1#29,31,33. DISCONNECT OPEN. CONFIRM

0020-E-101 30A EF-11 HOA HAND-OFF-AUTO, MEZZ EXHAUST FAN CONFIRM

0020-E-101 30B EF-3 HOA HAND-OFF-AUTO, MEZZ EXHAUST FAN,

PITS 5&6 CONFIRM

0020-E-101 30C LOCK RECEP STARTER FOR A TWIST-LOCK

RECEPTACLE, HUBBLE 30A, 3P, 480V 3 480 30 CONFIRM

0020-E-101 31 PANEL K PANELBOARD 240 100 COULD NOT ACCESS LOCATION CONFIRM

0020-E-101 32A NO ID DISCONNECT 220 30 OLD DISCONNECT, OPEN CONFIRM

0020-E-101 32B NO ID DISCONNECT 120 30 OLD DISCONNECT, OPEN CONFIRM

0020-E-101 32C NO ID DISCONNECT BUS C14 #5 3 240 30 OLD DISCONNECT, CLOSED CONFIRM

0020-E-101 33 ARU-2 AIR ROTATION UNIT 3 240 34 POWRMATIC, 34.0 FLA CONFIRM

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0020-E-101 34 DC DC PANEL 5'H X 4'W X 2'D, "MAIN SW 125-250V PANEL #1 FROM BLDG 23" CONFIRM

0020-E-101 35 NO ID FAN/BLOWER MOTOR WITH NO LOCAL

DISCONNECT 3 480 400HP MOTOR, 0.86 P.F. CONFIRM

0020-E-101 36 ARU-20-1 AIR ROTATION UNIT PDP#15 3 240 60 CONFIRM

0020-E-101 37 DOOR DISC DISCONNECT OVERHEAD DOOR DISCONNECT. CLOSED CONFIRM

0020-E-101 38A NO ID LOCAL DISCONNECT FOR GENERATOR 3 600 200 DISCONNECT IS NEXT TO GENERATOR CONFIRM

0020-E-101 38B EM GEN GAS FIRED GENERATOR 3 240/208/120V-3P-4W-20kW-25kVA, SERVES FURANCE CONTROLS

AND COOLING CONFIRM

0020-E-101 39 NO ID 25T & 50T FURNACE CONTROL ROOM

ABOVE CONTROLS FOR BOTH FURNACES CONFIRM

0020-E-101 40 PREHEATER DISCONNECT 3 240 200 CONFIRM

0020-E-101 41 MISC

TWO DISCONNECTS, THREE-TWO

BREAKER PANELS, 2 LIGHT SWITCHES,

TRANSFORMER

CONFIRM

0020-E-101 42 HYD PUMPS TWO HYDRAULIC PUMP DISCONNECTS 3 240 137 EACH PUMP IS 60HP, 137 FLA, 0.87 P.F. CONFIRM

0020-E-101 43 PUMP CONTROL

CABINETS TWO PUMP CONTROL CABINETS 3 240 184 EACH CONTROL CABINET IS 240V, 3P, 184A, 74kVA, 65KAIC CONFIRM

0020-E-101 44 EF STARTER CONTROL ROOM EXHAUST FAN

STARTER 3 240 60 CONFIRM

0020-E-101 45 ATS AUTOMATIC TRANSFER SWITCH 3 240 70 CONFIRM

0020-E-101 46 FURNACE CAPACITOR B FURNACE CAPACITORS 1 2.8kV 14400/12000kVAR CONFIRM

0020-E-101 47 FURNACE CAPACITOR A FURNACE CAPACITORS 1 2.8kV 14400/12000kVAR CONFIRM

0020-E-101 48 FURNACE CAPACITOR C FURNACE CAPACITORS 1 2.8kV 14400/12000kVAR CONFIRM

0020-E-101 49 NO ID MLO PANELBOARD 3 240 1200 CONFIRM

0020-E-101 50 CAPACITOR BANK CAPACITOR BANK 5@7.5kVAR 3 240 37.5kVAR CONFIRM

0020-E-101 51 NO ID UNLABELED TFMR AND MLO PANEL

BOARD 1 240/120 100 TFMR IS 25kVA. BREAKERS ALL ON. CONFIRM

0020-E-101 52 MCC-B24 MOTOR CONTROL CENTER 3 480 600 TWO 600A SECTIONS. 1 SECTION HAS PPS-5, TFMR, DISCONNECT.

2 SECTION IS ALL BLANK. CONFIRM

0020-E-101 53 CONTROLLERS THREE WINDOW CONTROLLERS WINDOWS 7,8,9 CONFIRM

0020-E-101 54 MISC

FOUR COMBINATION

STARTER/DISCONNECTS AND TEN 240V

DISCONNECTS

ONE COMBO/DISC EACH FOR EF-7 AND EF-6. OTHER TWO

COMBO/DISC NO ID. THE TEN 240V DISCONNECTS ARE NOT

LABELED. THEY ARE CONNECTED TO 240V BUS ON COL 23 &24.

CONFIRM

0020-E-101 55 FB-5 DISC &

CONTROLLER

FURNACE REVERBERATOR FB-5

DISCONNECT AND CONTROLLER 3 240 200 CONFIRM

0020-E-101 56 PANEL C AND

DISCONNECT LIGHTING PANEL C AND DISCONNECT 1 240/120 CONFIRM

0020-E-101 57 NO ID DISCONNECT 1 220/110 OFF CONFIRM

0020-E-101 58 NO ID MOTOR/PUMP 230/460 98/49 40HP CONFIRM

0020-E-101 59 NO ID DISCONNECT COL B20 2ND LEVEL PLATFORM 220 100 OLD DISCONNECT. ON. CONFIRM

0020-E-101 60 MCC-B22 MOTOR CONTROL CENTER 3 480 600 WESTINGHOUSE, TWO SECTIONS. 1 SECTION 300A. 2 SECTION

600A. CONFIRM

0020-E-101 61 NO ID DISCONNECT SUB F 3 480 400 CONFIRM

0020-E-101 62 MTS

MANUAL TRANSFER SWITCH FOR

CENTRIFUGAL CAST MACHINE/NO BAKE

SYSTEM

3 480 400 CONFIRM

0020-E-101 63 CENTRIFUGAL 1 TFMR CENTRIFUGAL CASTING 1

TRANSFORMER 480-480/266 150kVA, 5.7%, 291-277 FLA CONFIRM

PNY BUILDING 20 EXISTING ELECTRICAL EQUIPMENT SCHEDULE

DRAWING EQUIPMENT NMBER EQUIPMENT

NAME EQUIPMENT DESCRIPTION FED FROM PH VOLTAGE

RATING

AMPERAGE

RATING OR MCB REMARKS WORK REQUIRED

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0020-E-101 64 NO ID

ENCLOSED 240V BUS WITH FOUR

DISCONNECTS PLACED ONE ABOVE THE

OTHER

240 CONFIRM

0020-E-101 65 EF-8 COMBINATION STARTER/DISCONNECT

FOR EF-8 NO RATINGS, SIEMENS CONFIRM

0020-E-101 66 NO ID TWO MOLD HEATER DISCONNECT/

RECEPTACLES MCC-SOUTH 600 200 CONFIRM

0020-E-101 67 MCC-SOUTH MOTOR CONTROL CENTER SUB-A 3 480 600 THREE SECTIONS. 1 SECTION 600A, 2 & 3 SECTIONS 300A, 42 KAIC, CUTLER HAMMER FREEDOM 2100. CONFIRM

0020-E-101 68 WINDOW CONTROLLERS, 7, 8, 9 WINDOW CONTROLLERS LOCATED ON EAST END OF MCC-SOUTH

(67) FOR 7, 8, 9 CONFIRM

0020-E-101 69 NO ID FIVE OLD DISCONNECTS ON 240V BUS 240 CONFIRM

0020-E-101 70 NO ID TWO DISCONNECTS &

J-BOX CONFIRM

0020-E-101 71 NO ID TWO DISCONNECTS CONFIRM

0020-E-101 72 NO ID SERVICE FEEDER PULL BOX CONFIRM

0020-E-101 73 NO ID FURNACE CIRCUIT BREAKER 1600 COULD NOT ACCESS LOCATION CONFIRM

0020-E-101 74 NO ID FURNACE CIRCUIT BREAKER 1600 COULD NOT ACCESS LOCATION CONFIRM

0020-E-101 75 NO ID FIVE FUSED DISCONNECT SWITCHES 480 COULD NOT ACCESS LOCATION CONFIRM

0020-E-101 76 NO ID AJAX FURNACE CIRCUIT BREAKER 1001100 COULD NOT ACCESS LOCATION CONFIRM

0020-E-101 77 NO ID CONTROLLER/STARTER/

DISCONNECT RELIANCE ELECTRIC CONTROLS & STARTER/DISCONNECT. CONFIRM

0020-E-101 78

RECEPTACLE FOR

CENTRIFUGAL CASTING

MACHINE

DISCONNECT WITH TWIST LOCK PLUG 240VAC BUS AT COL A20 3 240 100 DISCONNECT WITH TWIST LOCK PLUG FOR CENTRIFUGAL

CASTING MACHINE, 240V, 3P, 100 A CONFIRM

0020-E-101 79 NO ID TWO MOTORS 3 460 EACH MOTOR IS 20HP, 24.9 FLA, 86.5 P.F. CONFIRM

0020-E-101 80 NO ID TWO MOTORS 3 480 EACH MOTOR IS 7.5HP CONFIRM

0020-E-101 81 NO ID ELECTRIC UNIT HEATER 240 4KW ELECTRIC UNIT HEATER CONFIRM

0020-E-101 82 EMERGENCY POWER #1 DISCONNECT 240 100 CONFIRM

0020-E-101 83 FURNACE CIRCUIT BREAKER 600 FURNACE CIRCUIT BREAKER CONFIRM

0020-E-101 84 NO ID PANELBOARD 3 480 100 CONFIRM

0020-E-101 85 NO ID FUSED DISCONNECT 100 CONFIRM

0020-E-101 86 NO ID DRY TYPE TRANSFORMER 480 5kVA CONFIRM

0020-E-101 87 NO ID PANELBOARD 1 240 100 CONFIRM

0020-E-101 88 NO ID TWO DISCONNECTS 240 30 CONFIRM

0020-E-101 89 AF-0077 EF STARTER CONFIRM

0020-E-101 90 AF-0078 EF STARTER CONFIRM

0020-E-101 91 AF-0080 EF STARTER CONFIRM

0020-E-101 92 PUMP MOTOR MOTOR & DISCONNECT 3 600 30 480V, 30A, 3P DISCONNECT SERVING 10HP, 460V, 3P, 14.9 FLA, 0.70

P.F. PUMP MOTOR CONFIRM

0020-E-101 93 AUXILARY PANELBOARD 480 100 100A MCB CONFIRM

0020-E-101 94 NO ID TWO PUMP/MOTORS TWO PUMPS, TWO MOTORS, ONE IS OPERATING PUMP AND THE

OTHER IS STANDBY CONFIRM

0020-E-101 95 NO ID FURNACE CIRCUIT BREAKER 1200 CONFIRM

0020-E-101 96 NO ID FURNACE CIRCUIT BREAKER 600 CONFIRM

0020-E-101 97 MTS MANUAL TRANSFER SWITCH AND TWO

FURNACE DISCONNECTS 3 480 1200

MTS TO SWITCH BETWEEN ALUMINUM FURNACE AND INDUCTION

FURNACE. ALUMINUM FURNACE HAS BEEN DEMOLISHED. TWO

DISCONNECTS, ONE FOR EACH FURNACE.

CONFIRM

0020-E-101 98 NO ID OLD FUSE BOX B23 1 240/120 60 OLD FUSE BOX, APPEARS TO MAYBE FEED LIGHTING. CONFIRM

0020-E-101 99 NO ID DRY TYPE TRANSFORMER 3 480/240 45kVA CONFIRM

0020-E-101 100 NO ID DISCONNECT & TRANSFORMER 100 100A DISCONNECT FEEDS 15kVA TFMR 240/480-120/240 CONFIRM

PNY BUILDING 20 EXISTING ELECTRICAL EQUIPMENT SCHEDULE

DRAWING EQUIPMENT NMBER EQUIPMENT

NAME EQUIPMENT DESCRIPTION FED FROM PH VOLTAGE

RATING

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0020-E-101 101 DC SUBSTATION RECTIFIER TRANSFORMER SUBSTATION 3 DC 625kVA, 2.4kV-201/116VDC CONFIRM

0020-E-101 102 NO ID PANELBOARD 1 240/120 100 100A MCB CONFIRM

0020-E-101 103 NO ID DRY TYPE TRANSFORMER 1 15kVA, 240V-240/120V CONFIRM

0020-E-101 104 NO ID FUSED DISCONNECT 1 240 100 CONFIRM

0020-E-101 105 NO ID DISCONNECT & OPENERS DISCONNECT AND DOOR OPENERS (FOUR BOXES) CONFIRM

0020-E-101 106 NO ID DISCONNECT DISCONNECT FOR MIXER AT A15 CONFIRM

0020-E-102 107 NO ID DISCONNECT C13 240V BUS 3 240 100 CONFIRM

0020-E-102 108 NO ID DISCONNECT & STARTER 3 240 30 ABANDONED IN PLACE? CONFIRM

0020-E-102 109 NO ID DISCONNECT 3 240 30 FOR LOCAL SAW, 5HP CONFIRM

0020-E-102 110 NO ID DISCONNECT, PANELBOARD & DRY TYPE

TRANSFORMER 1 240/120 100 15kVA TRANSFORMER, 240/120V, 100A MCB IN PANEL CONFIRM

0020-E-102 111 PANEL E & E1 TWO PANELBOARDS 1 240/120 TWO PANELBOARDS CONFIRM

0020-E-102 112 NO ID TWO DISCONNECTS CONFIRM

0020-E-102 113 NO ID TWO DISCONNECTS COL A18 100A & 200A FOR FUTURE CRANE POWER CONFIRM

0020-E-102 114 NO ID DC POWER PANEL CONFIRM

0020-E-102 115 PANEL A1 PANELBOARD 3 240 225 MLO PANEL CONFIRM

0020-E-102 116 NO ID PANELBOARD 3 240 225 MLO PANEL CONFIRM

0020-E-102 117 2400V PULLBOX 2400 PULLBOX CONFIRM

0020-E-102 118 DC POWER PANEL DC POWER PANEL DC POWER PANEL CONFIRM

0020-E-102 119 PANEL 2 PANELBOARD COL C14 1 240/120 100 6 SLOT PANEL CONFIRM

0020-E-102 120 PANEL 3 PANELBOARD COL D13 1 240/120 100 6 SLOT PANEL CONFIRM

0020-E-102 121 PANEL 1 PANELBOARD COL C14 PANEL E1 1 240/120 100 CONFIRM

0020-E-102 122 NO ID JUNCTION BOX VERY OLD. 2-4"C FROM FLOOR TO BOX.

1-3"C & 1-4"C FROM BOX TO MEZZ ABOVE CONFIRM

0020-E-102 123 NO ID TWO DISCONNECTS ONE 480/277V 30A, THE OTHER IS NOT LEGIBLE. CONFIRM

0020-E-102 124 NO ID DISCONNECT CONFIRM

0020-E-102 125A FAN SYS 7 DISCONNECT 600 30 CONFIRM

0020-E-102 125B B.S.SYS 7 DISCONNECT 600 30 CONFIRM

0020-E-102 125C NO ID DISCONNECT 3 440 60 SERVES A RECEPTACLE CONFIRM

0020-E-102 125D NO ID TWO DISCONNECTS 3 600 60 TWO DISCONNECTS WITH SAME RATINGS CONFIRM

0020-E-102 125E NO ID TWO DISCONNECTS 3 240 30 TWO DISCONNECTS WITH SAME RATINGS CONFIRM

0020-E-102 126 NO ID PANELBOARD COL C2 3 208/120 200 WILL BE REPLACED WITH FY17 PROJECT. APPEARS TO BE FED

FROM 240V 3P SYSTEM. CONFIRM

0020-E-102 127 CAPACITOR CAPACITOR COL C2, SW#14 3 220 7.5kVAR - VERY OLD, APPEARS TO BE ABANDONED IN PLACE CONFIRM

0020-E-102 128 CAPACITOR CAPACITOR COL C2, SW#14 3 220 10kVAR - VERY OLD, APPEARS TO BE ABANDONED IN PLACE CONFIRM

0020-E-102 129 NO ID DISCONNECT COL C2, SW#14 3 240 400 APPEARS TO BE ABANDONED IN PLACE CONFIRM

0020-E-102 130 AD22 & AD21 TWO DISCONNECTS BOTH OFF, VERY OLD CONFIRM

0020-E-102 131 NO ID TWO DISCONNECTS 240V BUS 3 220 30 CONFIRM

0020-E-102 132 NO ID FOUR DISCONNECTS 240V BUS 3 220 60 ALL OPEN, APPEAR TO BE ABANDONED IN PLACE CONFIRM

0020-E-102 133 NO ID THREE DISCONNECTS MCC-MAUA 4 480 200 NON-FUSED DISCONNECTS SERVING MOLD HEATER 1,2,&3 CONFIRM

0020-E-102 134

C18 ELECTRICAL

SERVICE FROM 60A

SWITCH

TWO DISCONNECTS 3 220 60 BOTH OPEN CONFIRM

0020-E-102 135 NO ID DISCONNECT 3 208 30 LP-1-1 #29,31,33. OPEN CONFIRM

0020-E-102 136 EF-12 STARTER STARTER FOR EF-12 MEZZANINE EXHAUST FAN, CLOSED CONFIRM

0020-E-102 137 NO ID THREE DISCONNECTS 240V BUS 3 220 THREE WELDING DISCONNECTS CONFIRM

0020-E-102 138 NO ID TWO DISCONNECTS 3 240 60 TWO WELDING RECEPTACLES, ALL OPEN CONFIRM

0020-E-102 139 NO ID STARTER 60 CLOSED CONFIRM

0020-E-102 140 MCC-MAUA MOTOR CONTROL CENTER SUB A, COL C6, RM G-326 3 480 800 3 SECTIONS. 1 SECTION, 800A. 2 SECTION, 600A, 3 SECTION, 300A CONFIRM

0020-E-102

0020-E-103 140A FRIEGHT ELEVATOR SUB C 3 240 600

PNY BUILDING 20 EXISTING ELECTRICAL EQUIPMENT SCHEDULE

DRAWING EQUIPMENT NMBER EQUIPMENT

NAME EQUIPMENT DESCRIPTION FED FROM PH VOLTAGE

RATING

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0020-E-624

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0020-E-102 141 SUB A SUBSTATION A IN RM G-326 SWITCH

GEAR B 3 13.2kV-480/277 2400

UNIT SUBSTATION, 1500/2000kVA, 13.2kV-480/277V, kVbIL 95HV, 10LV, LV AMPS 1804/2406, CUTLER HAMMER DATED 09/15/97.

WESTINGHOUSE IQ ANALYZER METER

CONFIRM

0020-E-102 142 FIRE PUMP DISCONNECT MIBC PANEL PNL C-5 3 480 400 CUTLER HAMMER CONFIRM

0020-E-102 143 PANEL D & D1 TWO PANELBOARDS 1 240/120 125 LIGHTING PANEL D AND D1. MLO CONFIRM

0020-E-102 144 EF-1 STARTER 240V BUS 3 240 CONFIRM

0020-E-102 145 VENT, CONV, AERATOR THREE MOTOR RATED DISCONNECTS SWITCHES LABELED "VENT", "CONV", "AERETOR". LOOK

ABANDONED IN PLACE. ALL CLOSED. CONFIRM

0020-E-102 146 NO ID PANELBOARD 3 480/277 CONFIRM

0020-E-102 147 NO ID DRY TYPE TRANSFORMER 1 1.5kVA, 480V-240/120V CONFIRM

0020-E-102 148 NO ID DISCONNECT CONFIRM

0020-E-102 149 PANEL B & 3 TWO PANELBOARDS COL B-14 SOUTH SIDE 1 240/120 225 MLO PANELS CONFIRM

0020-E-102 150A AE-23-27-140 DISCONNECT COL A-18 1 250 1200 DC CRANE DISCONNECT CONFIRM

0020-E-102 150B AE-22 DISCONNECT COL A-18 1 250 400 15 TON DC CRANE DISCONNECT CONFIRM

0020-E-102 150C AE-20-21-137 DISCONNECT COL A-18 1 250 400 DC CRANE DISCONNECT CONFIRM

0020-E-102 150D AJW T-33 DISCONNECT COL A-18 1 600 200 DC CRANE DISCONNECT,

"CRANE INACTIVATED" CONFIRM

0020-E-102 151 ARU-20-3 AIR ROTATION UNIT 3 240 34 POWRMATIC, 34.0 FLA CONFIRM

0020-E-102 152 NO ID THREE DISCONNECTS 3 480 200 THREE NEW MOLD HEATER DISCONNECTS CONFIRM

0020-E-102 153 NO ID TWO DISCONNECTS COL B-16

100A DISCONNECT 250 60 CONFIRM

0020-E-102 154 EF-9 DISCONNECT/STARTER CONFIRM

0020-E-102 155 ARONSON ARONSON MACHINE NO NAMEPLATE FOUND CONFIRM

0020-E-102 156A NO ID PANELBOARD BUS B-9 1 240/120 CONFIRM

0020-E-102 156B NO ID DRY TYPE TRANSFORMER BUS B-9 1 480V-240/120 15kVA CONFIRM

0020-E-102 156C NO ID DISCONNECT BUS B-9 1 CONFIRM

0020-E-102 157 ARU-20-4 AIR ROTATION UNIT 3 240 34 POWRMATIC, 34.0 FLA CONFIRM

0020-E-102 158 NO ID TWO DISCONNECTS 240 60 TWO DISCONNECTS WITH SAME RATINGS

FOR BELT SANDERS CONFIRM

0020-E-102 159 NO ID PANELBOARD 3 480 225 MLO CONFIRM

0020-E-102 160 400N PANELBOARD COL B-5 3 480 400 MLO CONFIRM

0020-E-102 161 NO ID DISCONNECT 240 CONFIRM

0020-E-102 162 RADIAL SAW RADIAL SAW EQUIPMENT 230/460 50/25 CONFIRM

0020-E-102 163 ABRASIVE BLAST

SYSTEM ABRASIVE BLAST SYSTEM EQUIPMENT NO NAMEPLATE FOUND CONFIRM

0020-E-102 164 NO ID JUNCTION BOX CONFIRM

0020-E-102 165 NO ID PANELBOARD 3 480 225 MLO CONFIRM

0020-E-102 166 SPX LINDBERG SPX LINDBERG/MPH EQUIPMENT #167C 3 480 47kW, 40, 3P, 80A MAX WITH 45kVA 480V-208/120V TFMR CONFIRM

0020-E-102 167A NO ID DISCONNECT 3 480 WESTINGHOUSE DISCONNECT, 480V, 3P, 100HP: CONFIRM

0020-E-102 167B NO ID PANELBOARD 3 480 200 PANEL FED FROM SUB F XFMR 480V, 3P, 200A MB CONFIRM

0020-E-102 167C NO ID DISCONNECT 3 480 100 100A, 600V DISCONNECT (NEW EATON) FEEDING #166 CONFIRM

0020-E-102 168 NO ID JUNCTION BOX 2'H X 2'W X 8"D CONFIRM

0020-E-102 169 NO ID JUNCTION BOX 4'H X 4'W X 1'D CONFIRM

0020-E-102 170 MCC-7 MOTOR CONTROL CENTER 3 480 1200 EATON, ALL FOR MOLD HEATERS, NO NAME PLATES, 8 BREAKERS, ALL ON CONFIRM

0020-E-102 171 NO ID TWO JUNCTION BOXES TWO LARGE J BOXES, ONE ON COL B-6 AND THE OTHER ON

UNISTRUT CONFIRM

0020-E-102 172 NO ID MOTOR CONTROL CENTER 3 480 MCC HAS NO LABEL. MCC APPEARS TO BE DEDICATED TO THE

CEMENT MACHINE, COL B5-B6, PROBABLY MCC-C7 CONFIRM

0020-E-102 173 GTS-20 GTS-20 EQUIPMENT CONFIRM

0020-E-102 174A NO ID PANELBOARD 3 480 225 MLO CONFIRM

0020-E-102 174B NO ID DISCONNECT 3 480 400 CONFIRM

0020-E-102 175 LIGHTING PANEL A

& HEAT PANEL 4 TWO PANELBOARDS 1 240/120 CONFIRM

0020-E-102 176 ARU-20-5 AIR ROTATION UNIT 3 240 34 POWRMATIC, 34.0 FLA CONFIRM

0020-E-102 177 NO ID DISCONNECT 240 CLOSED - OLD CONFIRM

0020-E-102 178 NO ID DISCONNECT 240 OPEN - OLD CONFIRM

0020-E-102 179 ROTO BLAST ROTO BLAST EQUIPMENT 3 460 13.8 13.8 FLA CONFIRM

PNY BUILDING 20 EXISTING ELECTRICAL EQUIPMENT SCHEDULE

DRAWING EQUIPMENT NMBER EQUIPMENT

NAME EQUIPMENT DESCRIPTION FED FROM PH VOLTAGE

RATING

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PNY BUILDING 20 EXISTING ELECTRICAL EQUIPMENT SCHEDULE

DRAWING EQUIPMENT NMBER EQUIPMENT

NAME EQUIPMENT DESCRIPTION FED FROM PH VOLTAGE

RATING

AMPERAGE

RATING OR MCB REMARKS WORK REQUIRED

0020-E-102 180 COMPRESSOR COMPRESSOR MCC-B 3 460 5.1 5.1 FLA, FED FROM 30A DISCONNECT FROM MCC-B CONFIRM

0020-E-102 181 AD-17 STARTER NO RATINGS, CLOSED CONFIRM

0020-E-102 182 COMPRESSORS TWO COMPRESSORS 3 460 83 83 FLA, EACH FED FROM 100A, 600V DISCONNECTS. ALSO AN OLD

ABANDONED IN PLACE 400A, 600V, DISCONNECT, OPEN CONFIRM

0020-E-102 183A NO ID DISCONNECT 3 240 600 CONFIRM

0020-E-102 183B NO ID CIRCUIT BREAKERS & WIRE TROUGH 3 240 400A, 200A, 30A CONFIRM

0020-E-102 183C NO ID DRY TYPE TRANSFORMER 2 240V-240/120V 3kVA CONFIRM

0020-E-102 183D NO ID TWO CAPACITORS 3 240 10kVAR EACH??? CONFIRM

0020-E-102 184 NO ID DISCONNECT 3 600 200 CLOSED CONFIRM

0020-E-102 185A NO ID STARTER 230 CONFIRM

0020-E-102 185B NO ID JUNCTION BOX CONFIRM

0020-E-102 185C NO ID TWO DISCONNECTS 240 30 CONFIRM

0020-E-102 186A AD12 STARTER NO RATINGS, CLOSED CONFIRM

0020-E-102 186B AD13 STARTER NO RATINGS, CLOSED CONFIRM

0020-E-102 186C AD14 STARTER NO RATINGS, CLOSED CONFIRM

0020-E-102 187 NO ID DISCONNECT 240 DISCONNECT ON 240V BUS, NO RATINGS CONFIRM

0020-E-102 188 NO ID DISCONNECT 240 DISCONNECT ON 240V BUS, NO RATINGS CONFIRM

0020-E-102 189A NO ID MOTOR/DISCONNECT 3 460 113 100HP MOTOR, 113 FLA, 0.87 P.F., FED FROM 200A, 600V, DISCONNECT CONFIRM

0020-E-102 189B NO ID MOTOR/DISCONNECT 3 460 113 100HP MOTOR, 113 FLA, 0.87 P.F., FED FROM 200A, 600V, DISCONNECT CONFIRM

0020-E-102 189C NO ID MOTOR/DISCONNECT 3 460 113 100HP MOTOR, 113 FLA, 0.87 P.F., FED FROM 200A, 600V, DISCONNECT CONFIRM

0020-E-102 189D SYSTEM 2A, 2B, 2C MCC-SOUTH#2 CONFIRM

0020-E-102 189E SYSTEM 2RV-VD2 DISCONNECT MCC-SOUTH#2 3 480 30 COMPRESSOR, 1-EF? CONFIRM

0020-E-102 189F NO ID MOTOR MCC-SOUTH#2 3 480 30 DISCONNECT SERVES MOTOR CONFIRM

0020-E-102 190 NO ID TEN DISCONNECTS TEN OLD DISCONNECTS ON COLUMN AND WALL CONFIRM

0020-E-102 191 NO ID NUMEROUS DISCONNECTS 240 DISCONNECTS ON COL A8 240V BUS, NO RATINGS CONFIRM

0020-E-102 192 NO ID MISC PANEL J, ABANDONDED DISCONNECT, SWITCHES, DISCONNECTS CONFIRM

0020-E-102 193A NO ID WELDING DISCONNECT 240V A8 BUS 3 230 CONFIRM

0020-E-102 193B NO ID DISCONNECT OLD DISCONNECT, NOT READABLE CONFIRM

0020-E-102 193C NO ID WELDING DISCONNECT OLD DISCONNECT, NOT READABLE CONFIRM

0020-E-102 194 NO ID DISCONNECT 3 480 200 CONFIRM

0020-E-102 195 NO ID TWO DISCONNECTS OLD DISCONNECTS, NOT READABLE CONFIRM

0020-E-102 196 NO ID EIGHT DISCONNECTS 240 DISCONNECTS ON COL A5 240V BUS, NO RATINGS ARE READABLE CONFIRM

0020-E-102 197 NO ID SOUTH 240V BUS DUCT CONFIRM

0020-E-102 198 LIGHTING

PANEL M PANELBOARD 1 240/120 150 MLO CONFIRM

0020-E-102 199 AIR CURTAINS TWO AIR CURTAIN DISCONNECTS WITH

HOA'S 200 EACH 200A CONFIRM

0020-E-102 200A NO ID DRY TYPE TRANSFORMER 3 460/230 63kVA, WYE-DELTA CONFIRM

0020-E-102 200B NO ID DISCONNECT 3 600 100 SQUARE D CONFIRM

0020-E-102 200C NO ID DISCONNECT CUTLER HAMMER, NOT READABLE CONFIRM

0020-E-102 200D NO ID WELDING DISCONNECT 3 480 150A WELDING RECEPTACLE/DISCONNECT CONFIRM

0020-E-102 201 NO ID TWO DISCONNECTS 3 240 100 FUSED DISCONNECTS CONFIRM

0020-E-102 202 KAESER AIR

COMPRESSOR AIR COMPRESSOR DISCONNECT 3 480 100 67 FLA CONFIRM

0020-E-102 203 MCC-MAUB MOTOR CONTROL CENTER 3 480 800

CUTLER HAMMER, 1998, HORIZ BUSS 800A, SECTION 1 800A,

SECTION 2 300A, SECTIONS 3 &4 600A, SECTION 5 300A. NO

RATINGS ON BREAKERS

CONFIRM

0020-E-102 204 NO ID DRY TYPE TRANSFORMER MCC-MAUB 3 480V-208/120V 75kVA, FEEDS GUARD SHACK CONFIRM

0020-E-102 205 EMERGENCY DC PUMP EMERGENCY DC PUMP WITH 12VDC

FURNACE INTERLOCK CONFIRM

0020-E-102 206 NO ID DRY TYPE TRANSFORMER 3 240V-208/120V 125 45kVA, LV=125A CONFIRM

0020-E-102 207 LATHE DISCONNECT 600 30 DISCONNECT FOR LATHE CONFIRM

0020-E-102 208 GEN REMOTE

ANNUNCIATOR GENERATOR REMOTE ANNUNCIATOR CONFIRM

0020-E-102 209A PANEL B PANELBOARD 1 240/120 100 100A MCB CONFIRM

0020-E-102 209B PANEL B1 PANELBOARD 1 240/120 100 100A MLO, B1 IS MOUNTED BELOW B (#209A) CONFIRM

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0020-E-103 210 PANEL H PANELBOARD 1 240/120 150 MLO, LIGHTING LOADS CONFIRM

0020-E-103 211 NO ID MOTOR/BLOWER 3 220/440 74/37 5HP+, ALL OFF, MAY BE FOR FURNACE(S) BELOW CONFIRM

0020-E-103 212 SUB G SWITCHGEAR SWITCH

GEAR B 3 480/277 4000 SWITCHGEAR, 2500KVA, 13.2kV-480/277V, 4000A, 100KAIC CONFIRM

0020-E-103 213 SUB B SWITCHGEAR SWITCH

GEAR B 1 240/120 1600 SWITCHGEAR, 333KVA, 13.2kV-240/120V, 1600A, 35KAIC CONFIRM

0020-E-103 214 PANEL H PANELBOARD SUB B 1 240/120 150 MLO CONFIRM

0020-E-103 215 NO ID DISCONNECT NORTH-MIDDLE UPPER MEZZ

SUB OLD DISCONNECT, NOT READABLE CONFIRM

0020-E-103 216 NO ID DISCONNECT OLD GE DISCONNECT, NOT READABLE CONFIRM

0020-E-103 217 YBE-747 DISCONNECT AND JUNCTION BOX 3 220 NO AMPERAGE LISTED CONFIRM

0020-E-103 218 YBE-747 EQUIPMENT BAGHOUSE FOR OLD MIXER CONFIRM

0020-E-103 219 SUB C SWITCHGEAR 3 240 1800 SWITCHGEAR, 750KVA, 13.2kV-240V, 1800A CONFIRM

0020-E-101 300 SWITCHGEAR A 13.2kV EXTERIOR SOUTHWEST SWITCHGEAR A PIDC 3 13200 600 SWITCHGEAR A DISTRIBUTES 13.2kV TO BLDG 20 CONFIRM

0020-E-401 301 T1 TRANSFORMER SWITCH-

GEAR A 3 13.2KV-575 1500kVA TFMR IN SWITCHGEAR A YARD CONFIRM

0020-E-401 302 T2 TRANSFORMER SWITCH-

GEAR A 3 13.2KV-575 1500kVA TFMR IN SWITCHGEAR A YARD CONFIRM

0020-E-604 303 SUB-F SUBSTATION F (SWITCHGEAR) SWITCH-

GEAR A 3 13.2kV-480/277 2000kVA, 13.2kV-480/277V IN SWITCHGEAR A YARD CONFIRM

0020-E-401 304 ATS AUTOMATIC TRANSFER SWITCH SWITCH-GEAR A 3 2400 600 ATS FOR DC SUBSTATION (#101), LOCATED IN SOUTH CENTRAL

EQUIPMENT YARD CONFIRM

0020-E-401 305 KOHLER GENERATOR GENERATOR FUEL 3 2400 750kW GENERATOR FOR DC SUBSTATION (#101) LOCATED IN

SOUTH CENTRAL EQUIPMENT YARD CONFIRM

0020-E-401 306 N-G RESISTOR 3 1390 200 N-G RESISTOR, 200A, 1390V, L-N, LOCATED ADJACENT TO (#305) CONFIRM

0020-E-401 307 MANHOLE 449A 13200 PIDC OWNED 13.2kV MANHOLE CONFIRM

0020-E-401 308 T7 TRANSFORMER SWITCH-GEAR A 3 13.2kV-460 750kVA TFMR LOCATED IN SWITCHGEAR A YARD CONFIRM

0020-E-401 309 T8 TRANSFORMER SWITCH-GEAR A 3 13.2kV-460 300kVA TFMR LOCATED IN SWITCHGEAR A YARD CONFIRM

0020-E-401 310 T9 TRANSFORMER SWITCH-GEAR A 3 13.2kV-460 300kVA TFMR LOCATED IN SWITCHGEAR A YARD CONFIRM

0020-E-401 311 T5 TRANSFORMER SWITCH-GEAR A 3 13.2kV-2400 750kVA TFMR LOCATED IN SOUTH CENTRAL EQUIPMENT YARD

FOR DC SUBSTATION (#101) CONFIRM

0020-E-401 312 SANITARY MANHOLE CONFIRM

0020-E-401 313 COOLING TOWER OLD COOLING TOWER CONFIRM

0020-E-401 314 THREE DISCONNECTS &

WIREWAY CONFIRM

0020-E-401 315 SERVICE FOR

CAPACITOR ROOM MCC DISCONNECT CONFIRM

0020-E-401 316 T4 TRANSFORMER SWITCH-GEAR A 3 13.2kV-240 500kVA TFMR LOCATED IN SWITCHGEAR A YARD CONFIRM

0020-E-401 317 T3 TRANSFORMER SWITCH-GEAR A 3 13.2kV-2950 4500kVA TFMR LOCATED IN SWITCHGEAR A YARD, FEEDS 50T AND

25T FURNACE WITH MTS BETWEEN FURNACE FEEDS CONFIRM

0020-E-401 318 JOSLYN SWITCH SWITCH JOSLYN SWITCH, DON'T KNOW WHAT IT IS FOR CONFIRM

0020-E-401 330 SWITCHGEAR B SWITCHGEAR 13.2kV SWITCH- GEAR 3 13200 600 13.2kV SWITCHGEAR LCOATED IN SOUTH EAST EQUIPMENT YARD CONFIRM

1029-E-102 400 FIRE PUMP FIRE PUMP SYSTEM SUB A 3 480 FIRE PUMP IS IN BLDG 1029 CONFIRM

PNY BUILDING 20 EXISTING ELECTRICAL EQUIPMENT SCHEDULE

DRAWING EQUIPMENT NMBER EQUIPMENT

NAME EQUIPMENT DESCRIPTION FED FROM PH VOLTAGE

RATING

BD BD BD BD BD BD BD BD BD BD BD BD BD BD BD BD

BD BD BD

BD BD BD BD BD BD BD BD BD BD BD

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SHEET KEYNOTES

GENERAL SHEET NOTES

0 16 32 48

1"=16'-0"

FIRST FLOOR POWER PLAN-AREA B

SHEET KEYNOTES CONT.

0020-E-102

- F

N-

12763680

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KEY PLAN

GRAPHIC SCALE

MCole Arrow

MCole Callout Move back next to stair

MCole Callout Move North up against wall

MCole Callout Mount on wall

MCole Arrow

MCole Callout Sand Mill Disconnect is deleted and conduits to be run to outside wall to a JB at ground level

MCole Callout Location of Sand Mill JB

MCole Callout Approx. location of future Sand Mill MCC / NIC

MCole Arrow

BK064618

Oval

1 2 3 4

5 68 42

NY CO IL

56 842

NY CO IL

mpreece Typewriter 5,000 mpreece Typewriter 5,000 mpreece Typewriter 2,000 mpreece Typewriter Note: Silo capacities changed by NFPC June 2018

GEOTECHNICAL REPORT

NFPC – REPLACE CONCRETE BATCH PLANT BLDG. 20

AE Contract N40085-17-D-5005 Task Order: 18F4423 eProjects Work Order No.: 1585552

The Navy Yard Philadelphia, Pennsylvania

June 2018

NFPC – REPLACE CONCRETE BATCH PLANT BLDG. 20 TABLE OF CONTENTS

PHILADELPHIA NAVY YARD GEOTECHNICAL BASELINE REPORT / SITE CHARACTERIZATION

PHILADELPHIA, PENNSYLVANIA JUNE 2018

Page i

NFPC – Replace Concrete Batch Plant Bldg. 20 at

Philadelphia Navy Yard Philadelphia, Pennsylvania

Geotechnical Report

Table of Contents

Page No.

1. INTRODUCTION

2. GEOLOGIC SETTING

3. SUBSURFACE INVESTIGATION

4. DISCUSSION OF BORINGS AND CPT RESULTS

5. FOUNDATION ANALYSIS

6. SEISMIC

7. REFERENCES

APPENDIX

• Site Plans

• Existing Boring Plans, Logs and Subsurface Profiles

• CPT Results

• Laboratory Test Results

• Vane Shear Test Results

• Environmental Chemical Analysis

NFPC – REPLACE CONCRETE BATCH PLANT BLDG. 20 TABLE OF CONTENTS

Page ii

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PHILADELPHIA, PENNSYLVANIA JUNE 2018

1. INTRODUCTION

A new concrete batch plant is proposed for the Navy Foundry and Propeller Center (NFPC) on the east side of Building 20 at the Philadelphia Navy Yard in Philadelphia, Pennsylvania. The existing plant consists of two sand silos: a reclaim sand silo which is 20 feet in diameter and approximately 60 feet tall, and another sand silo which is 14 feet in diameter and approximately 53 feet tall. These structures will be demolished and the new batch plant will be constructed where the silos are located.

2. GEOLOGIC SETTING

The site is located in Philadelphia, Pennsylvania within the Coastal Plain physiographic province. In the Coastal Plain, layers of mostly non-lithified sediments exist on top of the Piedmont bedrock. The site was once part of League Island, which was separated from the mainland by a back channel of the Delaware River, as shown on U.S. Geological Survey (USGS) topographic maps of Philadelphia, dated 1891, 1894, 1898, and 1920. The 1891 map showing the backchannel is located in the Appendix. The 1943 topographic map shows the back channel as having been filled.

Geologic information was obtained from the 1961 Pennsylvania Geological Survey Bulletin W13, which is titled “Ground Water in the Coastal Plain of Pennsylvania.” According to Plate 5 (a bedrock map) in Bulletin W13, the top of bedrock is approximately 240 feet below sea level at the project site.

According to Plate 3 of Bulletin W13, the Raritan Formation rests on top of the bedrock. The Raritan Formation sedimentary layers were deposited during the Cretaceous Period. The Raritan Formation is subdivided into various members, which are as follows (listed from deepest to shallowest): the Farrington Sand Member; the Lower Clay Member; the Sayreville Sand Member; the Middle Clay Member; the Old Bridge Sand Member; and the Upper Clay Member. The names of the members in the Raritan Formation indicate that layers of sand and clay alternate in the subsurface. Due to regional lateral variations within the Cretaceous deposits, it is possible that some of the geologic members within the Raritan Formation may not be present beneath the project site.

On top of the Raritan Formation is a layer of Pleistocene-age sand and gravel. On top of the Pleistocene-age layer is Recent alluvium or fill.

3. SUBSURFACE INVESTIGATION

Two soil borings, designated as B-5 and B-6, were taken for the original plant on the east side of Building 20 along what was then called Third Street West. These two borings were drilled by Beechwood Drilling, Inc., of Philadelphia, Pennsylvania, for Omega Consultants, Inc., also of Philadelphia, as part of the No- Bake Mold System at Building 20 project. The exact date when the borings were drilled is not noted, but the boring logs are shown on Drawing TB-1, dated 4-12-82. Boring B-5 only extended to a depth of three feet before terminating on concrete, and boring B-6 was 70 feet in depth.

WRA has obtained several soil borings and cone penetrometer tests in the vicinity for the MILCON P-106 project during February 2017. Soil boring P-5 and cone penetrometer test CPT-3 were taken across the street from the existing batch plant, with boring P-5 across from the southern end of the existing plant and CPT-3 across from the northern end. Subsurface information from these two operations was used to supplement the information from borings B-5 and B-6. Boring P-5 was taken by E2CR, Inc., of Baltimore, Maryland, under the supervision of a representative of WRA’s geotechnical department and extended to a depth of 80 feet below the ground surface. CPT-3 was performed by In-Situ Testing, Inc., of Lancaster, Virginia, and extended to a depth of 75 feet before encountering refusal.

Samples were taken and Standard Penetration Tests (SPTs) were performed in borings B-6 and P-5 using a 2-inch O.D. split spoon sampler driven by a 140-pound hammer falling freely for 30 inches. Blow counts were recorded for each 6-inch increment that the sampler was driven. The ‘N’ value from the Standard

Penetration Test is the sum of the second and third 6-inch increments, whereas the blow count for the first 6-inch increment is known as the seating blow count.

Four samples were obtained in the top 10 feet in boring B-6, and then at five-foot intervals to the bottom of the boring. The top 12 feet of boring P-5 were sampled continuously by driving the sampler a distance of 24 inches. The remainder of the borings was then sampled by driving the sampler a distance of 18 inches at five-foot intervals to the bottom of the boring. Blow counts on the boring logs are not corrected for overburden. Descriptions of the soils encountered, sample depths, and ‘N’ values are noted on the boring logs, along with the actual blow counts for boring P-5. Pocket penetrometer readings and unconfined compression test results obtained on samples of fine grained materials are included on the log for boring P-5.

Copies of the boring logs and boring location plans for borings B-5, B-6, and P-5 are included in the Appendix.

3.1. Laboratory Testing

No laboratory testing is indicated on record drawings for samples obtained in boring B-6. Results of laboratory testing performed on selected jar samples obtained from boring P-5 are included in this report for informational purposes. This laboratory testing consisted of index tests, which included natural moisture content, Atterberg limits, and sieve analyses. Table 1 below summarizes the laboratory test results.

Table 1 – Index Soil Test Summary

Boring No.

Sample Depth (ft)

Moisture Content

Retained on No. 4

Sieve

Finer than No. 200 Sieve

Atterberg Limits

LL PL PI

P-5 23.5’-25’ 46.3 0.0 71.3 --- --- --- 58.5’-60’ 13.4 --- --- 19 13 6

Copies of the laboratory index test results for samples from boring P-5 are included in the Appendix.

Testing on the samples from boring P-5 was performed by E2CR, which is an accredited AASHTO Materials Reference Laboratory (AMRL).

3.2. Vane shear testing

Two vane shear strength tests were performed in boring P-5. Testing was performed using an Acker Vane Shear, Model 41007, which has vanes that are 18 inches in length. The testing procedure was performed in accordance with ASTM D2573. Table 2 summarizes the test results.

The test data sheets are included in the Appendix.

Table 2 – Vane Shear Test Summary

Boring Test Depth (Ft) (Tip of Vane)

Test Elevation (Ft)

Undisturbed Condition (psf)

Remolded Condition (psf)

P-5 9.5 2.5 to 1.0 715 404

14.5 (-2.5) to (-4.0) 1,274 715

3.3. Cone penetrometer testing

Cone penetrometer testing (CPT) was conducted in accordance with ASTM D5778 by In-Situ Soil Testing, L.C., of Lancaster, Virginia, at CPT-3 at the directly adjacent proposed P-106 Shipping/Receiving Building location. The test location is indicated on the boring plan in the

Appendix. Planned depth for CPT-3 was 100 feet beneath the ground surface, however, cone refusal occurred at a depth of 75 feet.

Down-hole seismic CPT testing was performed in CPT-1 on the west side of Building 20 during the MILCON P-106 subsurface investigation program to aid in the development of seismic characteristics of the site. This information is relevant to this project and is included in the Appendix.

3.4. Environmental sampling

Included in this report are the results of environmental sampling performed on soil samples obtained from boring P-5. Samples were obtained between depths of two to four feet, and were tested for the following:

• Volatile Organic Compounds (VOCs) using Method 82608

• Semi-Volatile Organic Compounds (SVOCs) using Method 8270C

• PCBs using Method 8082

• TPH-GRO using Method 8015

• TPH-DRO using Method 8015

• Metals using Methods 6010/7470

Testing was performed by ALS Environmental of Middletown, Pennsylvania, which is a National Environmental Laboratory Accreditation Program (NELAP) accredited laboratory. The test results are included in the Appendix.

4. DISCUSSION OF BORINGS AND CPT RESULTS

4.1. Borings

Approximate surface elevations of the borings are listed in Table 3 below. The surface elevations for borings B-5 and B-6 have been estimated based on the survey elevations for MILCON P-106, which used the North American Vertical Datum (NAVD 88).

Table 3 –Boring Surface Elevations

Boring B-5 B-6 P-5 Elev. (Ft) 10.8 10.7 10.4

4.1.1. Boring B-5

The surface at the location of boring B-5 consisted of 10 inches of concrete. Beneath the concrete was brown, fine to medium sand and fine to medium gravel to a depth of three feet where more concrete was encountered. No samples were obtained in the sand and gravel, and the boring was terminated. The second layer of concrete may have been the steam tunnel located in the area.

4.1.2. Boring B-6

The top 10 inches of boring B-6 consisted of concrete, similar to that encountered in boring B-5. Beneath the concrete was brown, medium dense, fine to medium sand and fine to medium gravel to a depth of four feet (El. 6.7 feet), which may be fill. The ‘N’ value obtained in this material was 21 blows per foot (bpf). This material was followed by gray, loose to medium dense, layered fine silty sand and fine to coarse sand to a depth of nine feet (El.

1.7 feet). The ‘N’ values obtained in this material ranged from 4 bpf to 18 bpf, with an average of 9 bpf.

Next encountered was a thick stratum of gray, mostly loose with some medium dense, layered fine silty sand and silt. This material extended to a depth of 33.5 feet (El. -22.8 feet), with ‘N’ values that ranged from 5 bpf to 17 bpf, with an average ‘N’ value of 8 bpf.

At El. -22.8 feet, the materials became significantly denser. At this elevation was brown, dense to medium dense, medium to coarse sand with traces of silt and fine gravel to a depth of 42 feet (El. -31.3 feet). The ‘N’ values obtained in this material were 34 bpf and 24 bpf, for an average of 29 bpf.

Next encountered was brown, fine to medium, medium dense sand with traces of fine gravel to a depth of 58.5 feet (El. -47.8 feet). The ‘N’ values obtained in this material were consistent at 19 bpf and 20 bpf.

The final material encountered in boring B-6 was gray and red, hard, clay logged as Raritan formation, with a trace of fine sand at the bottom of the boring at a depth of 70 feet (El. -

59.3 feet). The ‘N’ blows obtained in this material ranged from 49 bpf to 60 bpf, with an average blow count of 56 bpf.

4.1.3. Boring P-5

Boring P-5 encountered four inches of asphalt pavement at the ground surface. Beneath the pavement was moist, black to dark brown, loose to medium dense, silty sand with slag fill to a depth of four feet (El. 6.4 feet), followed by four feet of moist, tan and brown, sand with silt and gravel fill to a depth of eight feet (El. 2.4 feet). These materials were classified as fill and possible fill. The ‘N’ values that were obtained in the fill ranged from 9 bpf to 12 bpf.

Beneath the fill was wet, greenish gray, very loose to loose, silty and clayey sand to a depth of 13 feet (El. -2.6 feet), with ‘N’ values of 5 bpf and 2 bpf. This was followed by very soft to medium stiff sandy silt that extended to a depth of 32 feet (El. -21.6 feet). The ‘N’ values obtained in the sandy silt ranged from weight –of-hammer for 18 inches (WOH/18”) to 6 bpf.

Following the soft sandy silt was moist, gray, greenish gray, very loose to medium dense, silty fine sand to a depth of 42 feet (El. -31.6 feet), where the material became a brown, green, medium dense silty sand with gravel to a depth of 47 feet (El. -36.4 feet). The ‘N’ values obtained in these materials ranged from 4 bpf to 16 bpf, with the blow counts increasing with depth.

Next encountered was moist, very dense to dense, light gray, light brown, and yellowish brown, sand with silt and clay pockets to a depth of 57 feet (El. -46.6 feet). The ‘N’ values obtained in this material were 48 bpf followed by 34 bpf.

Beneath the sands mentioned above was a moist, light gray, very stiff, sandy, silty clay.

This clay had an ‘N’ value of 21 bpf, with a pocket penetrometer reading of 3.5 tsf, and a UC test that resulted in a shear strength of 3.2 tsf.

Below this material was moist, red, reddish brown, and gray, very stiff to hard, clay. The ‘N’ values ranged from 29 bpf to 34 bpf, with an average value of 32 bpf. Pocket penetrometer values ranged from 3.25 tsf to greater than 4 (>4) tsf. UC testing on the spoon samples resulted in shear strengths ranging from 4 tsf to 7 tsf. The boring terminated in this material at a depth of 80 feet (El. -69.6 feet).

PHILADELPHIA, PENNSYLVANIA JUNE 2018

Based on the range of water elevations, a seasonal high water table of El. 5.5 feet has been estimated for the site. The 100-year flood elevation for the site is El. 8.91 feet. These elevations are based on NAVD 88.

4.2. CPT

As previously mentioned, cone penetrometer test CPT-3 was performed at the nearby MILCON P- 106 Shipping/Receiving Building. Ground surface elevation at the CPT-3 location was El. 10.5 feet.

The Soil Behavior Type in CPT-3 indicates the following general soil profile: granular material approximately four feet thick, followed by sand and sandy silt to a depth of 31 feet, with five feet of cohesive material between a depth of 10 feet to 15 feet, sand with gravel to 58 feet in CPT-3, and clay to refusal at 75 feet.

Ground water was encountered at approximately El. 3.2 feet in CPT-3.

Qt and fs values in CPT-3 spiked at depths of 36 and 37 feet, respectively, and then reduced to very low values at 46 feet, before increasing again starting at a depth of 46.5 feet.

The CPT-3 test results are in the Appendix.

5.1.

5.2.

FOUNDATION ANALYSIS

Existing Foundation

The existing concrete batch plant rests on a concrete slab approximately four feet thick and 44 feet long in the north-south direction, which is supported by a series of 12-inch diameter augercast piles having a compressive design capacity of 30 tons. The rebar connecting the piles to the slab only extends 2.5 feet into the top of the piles. Even though the geotechnical tension capacity of the existing piles has been estimated to be approximately 10 tons, structurally, that tension capacity doesn’t exist.

NAVFAC Drawing No. 2059777, dated April 1983, indicates the finished grade at the site to be at El. 14.78 feet with the piles at an estimated tip elevation of El. -23 feet. These elevations may be based on the Philadelphia Shipyard Datum Elevations obtained during the survey for MILCON P-106 are based on NAVD 88 and have finished grade four feet lower at approximately El. 10.7 feet. This puts the estimated tip elevation of the existing piles at El. -27 feet, based on the latest survey data.

New Construction

A portion of the existing slab will be demolished and removed. The existing slab will be added to increase its size and reused. The southern area of the new foundation should be investigated to determine if the concrete obstruction encountered in boring B-5 still exists and if it does, it should be removed. All existing utilities should be located by surveyed test pits. Any existing utilities that will be affected by the new construction should be rerouted. Abandoned utilities should be cut, grouted, and capped.

The new foundation slab will be 55 feet long, 11 feet longer in the north-south direction than the existing slab. The new structures will be as tall as 66 feet, compared to the height of the existing silos at approximately 52 feet and 59 feet. If the existing piles are to be used in the work, their location should be verified, their condition determined, and tested for capacity. New piles should be installed to provide additional compression capacity, and tension capacity, if required, to counteract uplift loads anticipated from the new plant.

Potential subsurface contamination exists at the site, based on the environmental test results from samples obtained during the initial environmental testing performed for the MILCON P-106 project.

Handling and disposal of contaminated soil and ground water are a concern. Augercast piles would generate large quantities of spoils that would need to be tested for contamination and then handled accordingly.

Nearby Building 1029 contains a machine shop, however, vibrations are not a concern. Piles that have been driven inside Building 1029 did not affect machine shop operations.

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