HomeMy WebLinkAbout151 Sand Hill Road - Building Plans & Dr (2) 1 2 3 4 5 6 7 8 9 10 11 12 13
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CT33XC555 0 11/21/12 ABR DGM ISSUED FOR PERMIT
SO . WINDSOR PD PROPERTY
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PROJECT DESCRIPTION LOCATION MAP DRAWING INDEX
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DRAWING TITLE REVISION NO. D
E INSTALLATION OF HYDROGEN POWER BACK-UP TO AN UNMANNED R',
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TELECOMMUNICATION FACILITY CONSISTING OF ADDING (1)
HYDROGEN FUEL CELL, (1) HYDROGEN STORAGE MODULE TO AN �a
EXISTING LEASE HOLD. T-1 COVER SHEET 0
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C-1 PLOT PLAN 0
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E-2 ELECTRICAL DETAILS 0
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ADDRESS: 151 SAND HILL ROAD SITE
SOUTH WINDSOR, CT 06074 �z ` E-3 ELECTRICAL TERMINATION DETAILS 0 I
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G-1 GROUNDING PLAN AND DETAILS 0
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ITS THE LAW!
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BURNS & MCDONNELL CONSULTANTS INC.
OVERLAND PARK, KS 66251 ,� ' PROFESSIONAL ARCHITECTURAL
LEASING CONTACT: SBA COMMUNICATIONS CORPORATION u `, � '�s CORPORATION NUMBER AEX0000106PROFESSIONAL ENGINEERING
(503) 791-4395
CORPORATION NUMBER 000341 G
ZONING CONTACT: TOWN OF J DATE PREPARED: APRIL 3, 2012
SOUTH WINDSO
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' date detailed
(860) 644-2511 #y�
JCl mgt°n !qd Rainbow Hills ' 04/04/12 B. LEIKER
CONSTRUCTION RELION, INC. - Open SPA designed checked
CONTACT: 15913 E. EUCLID AVENUE -
A. ROBINETT D. MCLAUGHLIN
SPOKANE, WASHINGTON 99216 '
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ENGINEER: BURNS & MCDONNELL 1 . H
9400 WARD PARKWAY SO. WINDSOR PD PROPERTY
NORTH
° KANSAS CITY, MO 64114 151 SAND HILL ROAD
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DRIVING DIRECTIONS
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1-91 NORTH TO 1-84 EAST. ° ..coNF°'
TAKE EXIT 62 (BUCKLAND STREET). ° °r`° COVER SHEET
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� TRAVEL THROUGH ABOUT SIX TRAFFIC LIGHTS AND TAKE A RIGHT ONTO SAND HILL ROAD. :o project contract
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N SITE IS ON RIGHT BEHIND SOUTH WINDSOR POLICE DEPARTMENT.
N PRIOR TO SITE ENTRY INFORM POLICE. No. 21334 : 67005 CT33XC555
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TRANSFORMER GENERAL NOTES: no. date I by I ckd I description
1. CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S 4. CONCRETE, UNLESS NOTED OTHERWISE, SHALL HAVE A MINIMUM 28-DAY 0 11/21/12 ABR DMG ISSUED FOR PERMIT
SUPPORT FOR RECOMMENDATIONS FOR INSTALLATION OF ALL PROPOSED EQUIPMENT. COMPRESSIVE STRENGTH OF 3000 PSI, NORMAL WEIGHT. AIR CONTENT
SIDEWALK CABLE TRAY SHALL BE 6% PLUS OR MINUS 1% AT POINT OF DELIVERY.
2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER
OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, 5. THE SURFACES OF ALL NEW CONCRETE SHALL BE FLAT
CARRIER PAD PROPOSED HYDROGEN SHALL BE RELOCATED. EXTREME CAUTION SHOULD BE USED BY THE (IRREGULARITIES SHALL NOT EXCEED % INCH IN 10 FEET) AND SHALL
STORAGE MODULE CONTRACTOR WHEN EXCAVATING OR DRILLING AROUND OR NEAR HAVE ROUGH BROOM FINISH. THE SURFACE OF CONCRETE SHALL SLOPE
6-� (8000 SCF @ 3000 PSI) UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE AT 0.75% MINIMUM FOR DRAINAGE. A 3/4" CHAMFER SHALL BE A
TELCO OVERHEAD
IN WORKING CREW. PROVIDED AT ALL EXPOSED EDGES OF CONCRETE.
PPC CABLE TRAY �
SUPPORT FOR WARNING PLACARD 3. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER 6. ALL THROUGH CONCRETE PENETRATIONS FOR UTILITY CONDUITS OR
OVERHEAD tJ:: (TYP ALL SIDES) SEE UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, PIPES SHALL BE SLEEVED OR PREFORMED 1/2" CLEAR ALL AROUND,
CANOPY (TYP OF 4) DETAIL THIS SHEET
i SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE UNLESS NOTED OTHERWISE. CONTRACTOR SHALL REFER TO DESIGN
Y a DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE DOCUMENT OF OTHER DISCIPLINES FOR SIZES AND LOCATIONS OF
PAD / LEASE I Um ANCHOR BOLTS (TYP EXECUTION OF THE WORK. THESE PENETRATIONS. CORING OR POST-DRILLING OF POURED
1 OF 8), SEE NOTE 8. CONCRETE IS PROHIBITED WITHOUT PRIOR APPROVAL OF THE
AREA (10' X 20') 1
ca r:i` ENGINEER.
:- .�>< 4. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING B
CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING
STEEL RAIL — %: u a CONSTRUCTION SHALL BE INSTALLED AND MAINTAINED IN 7 REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60
SYSTEM :::'. CD �• :s PROPOSED CONFORMANCE WITH JURISDICTIONAL OR STATE AND LOCAL DEFORMED BARS, UNLESS NOTED OTHERWISE. CONTRACTOR SHALL
FUEL CELL GUIDELINES FOR EROSION AND SEDIMENT CONTROL AND IN DETAIL AND PLACE ALL REINFORCEMENT IN ACCORDANCE WITH ACI
BTS RECTIFIER c p' COORDINATION WITH LOCAL REGULATORY AUTHORITIES. ONLY HAND SP-66, ACI-301, ACI-318, AND CRSI MANUAL OF STANDARD PRACTICE.
DIGGING ALLOWED WITHIN COMPOUND. REBAR SPLICE SHALL BE CLASS "B" TENSION SPLICE, UNLESS NOTES
12' DOUBLE BATTERY OTHERWISE.
SWING GATE CABINET
OTHER CONCRETE AND REINFORCING STEEL NOTES:
CARRIER PPC 8. CONTRACTOR SHALL HAVE OPTION OF ANCHOR BOLT TYPE,
1. CONTRACTOR SHALL FOLLOW MANUFACTURER'S INSTALLATION GUIDES CAST-IN-PLACE OR POST-INSTALLED. CAST-IN-PLACE ANCHORS SHALL C
AND RECOMMENDATIONS AND PROVIDE ANCHORS AND ALL OTHER BE GALVANIZED 1/2" DIAMETER L-BOLT WITH 6" EMBEDMENT AND 2" LONG
NECESSARY ACCESSORIES FOR THE INSTALLATION OF THE EQUIPMENT. 90 DEGREE HOOK EXTENSION GALVANIZED ANCHORAGE ASSEMBLY
PROVIDE MINIMUM (4) ANCHORS PER PIECE OF EQUIPMENT. SHALL MEET THE FOLLOWING ASTM SPECIFICATIONS: L-BOLT F1554,
GRADE 36; NUTS -A563A HEX; WASHER - F436. POST INSTALLED
OTHER CARRIER ANCHORS SHALL BE HILTI HIT-RE 500-SD 1/2"-DIA. "HAS" THREADED RODS
SHELTER 2. WEIGHT OF EQUIPMENT: AND 4" EMBEDMENT. ANCHORS SHALL BE INSTALLED UNDER "DRY
HYDROGEN STORAGE MODULE = 6,200 LBS. CONCRETE" CONDITION WITH HAMMER DRILLED HOLES THAT MEET
FUEL CELL CABINET = 948 LBS. HILTI'S INSTALLATION GUIDE.
TOWER WIND PER ASCE 7-05:
a. BASIC WIND SPEED D
E
(3-SEC. GUST) = 110 MPH
OTHER b. IMPORTANT FACTOR = 1.15
CARRIER PAD c. EXPOSURE CATEGORY = C EARTHWORK NOTES:
' SEISMIC PER ASCE 7-05: Reli un
a. SITE CLASS = D 1. REMOVE TOPSOIL FROM ALL AREAS WITHIN LIMITS OF CONCRETE PAD.
b. IMPORTANT FACTOR = 1.5 SCRAPE AREAS CLEAN OF BRUSH, GRASS, WEEDS, ROOTS AND OTHER
E c. Ss = 0.35g AND S1 = 0.08g MATERIAL. CLEARING AND GRUBBING SHALL BE PERFORMED PER 0
FEDERAL HIGHWAY SPECIFICATIONS DIVISION 200.
LEGEND: d. Sds = 0.35g AND Sd1 = 0.128g
LL e. SEISMIC DESIGN CATEGORY = D 2. PERFORM EXCAVATION IN ACCORDANCE WITH THE TYPICAL CONCRETE
PROPOSED EQUIPMENT f. BASE SHEAR: PAD SECTION. SUITABLE MATERIAL SHALL BE FREE OF ROOTS OR OTHER
N SITE PLAN HYDROGEN STORAGE MODULE = 976 LBS; ORGANIC MATTER, REFUSE, DEBRIS, ASHES, CINDERS, FROZEN EARTH,
0 4- 8' NORTH FUEL CELL CABINET = 150 LBS. PARTICLES GREATER IN DIMENSION THAN 3 INCHES. EXCAVATE
EXISTING EQUIPMENT SCALE IN FEET UNSUITABLE MATERIAL ENCOUNTERED WITHIN THE LIMITS OF THE WORK
3. REINFORCED CONCRETE SHALL BE PREPARED, CURED, FINISHED, AND AND REPLACE WITH SUITABLE MATERIAL. PROPERLY DISPOSE OFprill
PLACED IN ACCORDANCE WITH THE ACI MANUAL OF CONCRETE EXCESS OR UNSUITABLE MATERIAL OFF-SITE. PERFORM EXCAVATION IN
------- LEASE LIMITS PRACTICE. A MANNER AND SEQUENCE THAT WILL PROVIDE PROPER DRAINAGE AT
ALL TIMES. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON
L
FROZEN GROUND. FROZEN MATERIAL, SNOW OR ICE SHALL NOT BE F
EXISTING CONCRETE PAD PLACED IN ANY FILL OR EMBANKMENT. EARTHWORK SHALL BE
SOLID PERFORMED PER FEDERAL HIGHWAY SPECIFICATIONS DIVISION 200 . •
COLOR
`- -: " •: PROPOSED CONCRETE PAD RED DAMAGE LAST THREAD TO 3. COMPACT SUBGRADE BENEATH CONCRETE. THIS PROCESS SHALL
SOLID PREVENT REMOVAL OF NUT INCLUDE SCARIFYING, MOISTURE CONDITIONING, AND USING VIBRATORY BURNS & MCDONNELL CONSULTANTS, INC.
COLOR N EQUIPMENT SUCH AS A VIBRAPLATE. PLACE 12" CRUSHED STONE ON PROFESSIONAL ARCHITECTURAL
SOLID YELLOW cv L-BOLT PER NOTE #8 COMPACTED SUBGRADE. CORPORATION NUMBER AEX0000106
COLOR u
PROFESSIONAL ENGINEERING
4. THE SITE SHALL BE GRADED TO ENABLE SURFACE WATER TO FLOW CORPORATION NUMBER 000341
BLUE G
AWAY FROM EQUIPMENT. DATE PREPARED: APRIL 3, 2012
BLACK date detailed
NUMBERS, 04/04/12 B. LEIKER
TYP. NOTE: SEE SHEET C-3 FOR BOLT
SOLID PATTERN DETAILS. designed checked
A. ROBINETT D. MCLAUGHLIN
COLOR CAST-IN-PLACE
z I PROPOSED EQUIPMENT COLOR WHITET WHITE ANCHORAGE DETAIL
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o I AND BOTTOM ACH WAY I AROUND (TYP.) COLOR DA G E R COLOR 6" THICK SO. WINDSOR PD PROPERTY
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BLACK EXISTING 151 SAND HILL ROAD
z 1 1/2" CLEAR I 4" OR MATCH RED CONCRETE PAD ANCHORS PER NOTE #8 SOUTH WINDSOR, CT 06074
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0 file CT33XC555C2.DWG
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/ / / / PLOT PLAN GENERAL NOTES: 0 I11 21/12I ABR I DMG (ISSUED FOR description
PERMIT
1. INFORMATION FOR PLOT PLAN CAME FROM LEASE
EXHIBITS AND AS-BUILT PLANS. ITS PURPOSE IS SOLELY
FOR PROPERTY BOUNDARY INFORMATION. NO WORK
SHALL BE BUILT OFF OF THIS PLAN.
2. FEATURES NOTED AS NEW WERE SUCH AT THE TIME OF
THE ORIGINAL PLANS AND ARE NOT INTENDED AS A
_-�-� PROPOSED FOR THIS PROJECT.
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PROFESSIONAL ARCHITECTURAL
CORPORATION NUMBER AEX0000106
PROFESSIONAL ENGINEERING
CORPORATION NUMBER 000341 G
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BURNS & MCDONNELL CONSULTANTS, INC.
HYDROGEN STORAGE CABINET PROFESSIONAL ARCHITECTURAL
(FOR REFERENCE ONLY) CORPORATION NUMBER AEX0000106
0'-10" PROFESSIONAL ENGINEERING
(TYP) CORPORATION NUMBER 000341 G
DATE PREPARED: APRIL 3, 2012
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7 0'-10" 04/04/12 B. LEIKER
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sheet of sheets
file CT33XC555C3.DWG
1 2 3 4 5 6 7 8 9 10 11 12 13
no.l date I by I ckd I description
GENERAL ELECTRICAL NOTES:
0 11/21/12 DMB TFP ISSUED FOR PERMIT
1. LIGHT SHADED LINES INDICATE EXISTING CONSTRUCTION.
2. ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST EDITION
OTHER CARRIER OF THE NATIONAL ELECTRICAL CODE (NEC), AND LOCAL CODES.
EQUIPMENT PAD 3. ALL MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE
WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA
NFPA, AND "UL" LISTED.
A
` + 4. THE ELECTRICAL PLANS AND DETAILS, AND DIAGRAMS SHOWN
•• + ON THESE DRAWINGS ARE DIAGRAMMATIC ONLY. ADJUST AS
1.
° a p ° REQUIRED TO ACCOMMODATE ACTUAL FIELD CONDITIONS AND
L ° SITE REQUIREMENTS.
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° ° a PPC 5. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS
' TELCO REQUIRED BY THE NEC AND ALL APPLICABLE LOCAL CODES.
(2) Cat5e, 1" C. (1) Cat5e, 1" C. 6. DC DISCONNECT SHALL BE RATED 300A, 32VDC MAX, IP66
° SIGNAL & CONTROL (2) #4/0 AWG, d . SIGNAL & CONTROL F WATERPROOF, AND FLUSH OR SURFACE MOUNTED. PROVIDE
° WIRES CONDUIT #2 GND, 2" C ° WIRE CONDUIT BLUE SEA SYSTEMS M-SERIES BATTERY SWITCH PART NO. 6010
' 3/8" PA•. . . < ° •e d ° _ .• SSIVATED OR APPROVED EQUIVALENT. MAINTAIN NEC ARTICLE 110
•' ' ' STAINLESS STEEL PIPING REQUIRED CLEARANCES. DISCONNECT SHALL BE CONNECTED ON
m x .
HE POSITIVE AND NEGATIVE OF THE POWER CIRCUITS.
__�— ` ., , ' �' ' •;. 7. PATCH, REPAIR AND PAINT ANY AREA THAT HAS BEEN DAMAGED
BATTERY �\ _C '•- ' . :,'•. IN THE COURSE OF ELECTRICAL INSTALLATION.
BTS RECTIFIER CABINET
• LL 8. LABEL ALL EQUIPMENT PER MANUFACTURER'S
..�. x ., • -• �• RECOMMENDATION.
' 9. LOCATE AND MARK ALL EXISTING UNDERGROUND POWER,
:° ° a- a" ; , ' '- °. a.. \\\l/�.^/\) �•+:' + " • �• TELCO, GROUNDING CONDUITS, AND ALL OTHER UTILITIES C
° a r' EASEMENTS AND/OR WIRES PRIOR TO TRENCHING. ANY DAMAGE
° PROPOSED CAUSED TO THE EXISTING UNDERGROUND SERVICES OR
°• ° . ° . a ° a _ a e-
FUEL CELL
SYSTEMS SHALL BE REPAIRED AT THE CONTRACTOR'S EX
PENSE.
XPENSE.
THERE SHALL BE NO SPLICING OF GROUND CONDUCTORS BELOW
GRADE.
OVERHEAD CABLE TRAY 10. MATERIALS: ALL HANGERS, SUPPORTS, FASTENERS AND
HARDWARE SHALL BE ZINC COATED OR OF EQUIVALENT
SUPPORT FOR CABLE TRAY CORROSION RESISTANCE BY TREATMENT OR INHERENT
PROPERTY, AND SHALL BE MANUFACTURED PRODUCTS
DESIGNED FOR THE APPLICATION. PRODUCTS FOR OUTDOOR D
E USE SHALL BE HOT DIP GALVANIZED. ■
11. RIGID GALVANIZED STEEL (RGS) CONDUIT SHALL BE USED FOR
EXTERIOR LOCATIONS ABOVE GROUND WHERE SUBJECT TO
DAMAGE. RIGID CONDUIT SHALL BE STEEL, COATED WITH ZINC
EXTERIOR AND INTERIOR BY THE HOT DIP GALVANIZING e-i
PROCESS. USE LIQUID TIGHT FLEXIBLE CONDUIT FOR ALL FINAL +�
CONNECTIONS TO TELECOMMUNICATIONS AND ELECTRICAL
E EQUIPMENT. ALL LIQUID TIGHT FLEXIBLE CONDUIT SHALL BE 0 110
OTHER CARRIER PLASTIC JACKETED, GALVANIZED STEEL, ANACONDA SEALTITE
SHELTER TYPE EF FOR GENERAL SERVICE AREAS OR TYPE HC FOR HIGH
LL TEMPERATURE LOCATIONS.
12. CAT5e SIGNAL AND CONTROL WIRES SHALL HAVE A MINIMUM OF 8
FEET COILED UP WITHIN EACH ENCLOSURE FOR TERMINATION BY
AWN
OTHERS.
13. POWER CABLES SHALL BE COPPER WITH BLACK THWN
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INSULATION.
14. UNISTRUT SHALL BE FASTENED DIRECTLY TO CONCRETE WITH
LISTED ANCHOR FASTENERS. PIPE STRAPS SHALL FASTEN F
CONDUIT AND PIPING TO UNISTRUT SUPPORT. PIPE STRAP
TOWER SPACING SHALL NOT EXCEED 10'.
15. CONTRACTOR SHALL TERMINATE #4/0 POWER CABLES ON THE
EXISTING EQUIPMENT DC BUS BAR, AND BOTTOM LUGS ON FUEL
CELL DC DISTRIBUTION BLOCK. WHERE REQUIRED, BURNS & MCDONNELL CONSULTANTS, INC.
CONTRACTOR SHALL PROVIDE ADDITIONAL CUSTOM COPPER DC PROFESSIONAL ARCHITECTURAL
BUSSING AS NEEDED TO ENSURE ENOUGH TERMINATION POINTS CORPORATION NUMBER AEX0000
06
FOR ALL EXISTING AND NEW POWER CABLES. CONTRACTOR PROFESSIONAL ENGINEERING
SHALL TERMINATE CAT5e CONTROL WIRES BETWEEN FUEL CELL
AND STORAGE MODULE . CORPORATION NUMBER 000341
DATE PREPARED: APRIL 3, 2012 G
16. THE #4/0 POWER CABLE TERMINATION ON THE DC BUS SHALL BE
PERFORMED WHILE THE SITE REMAINS IN FULL OPERATION AND date detailed
LEGEND: THE DC BUS IS ENERGIZED. ALL NECESSARY PRECAUTIONS 04/04/12 E. DURHAM
SHALL BE TAKEN TO PERFORM THIS TERMINATION AS A "HOT
ABOVE GRADE CONDUIT TAP" INSTALLATION. CONTRACTOR SHALL VERIFY THE POSITIVE designed checked
AND NEGATIVE POLARITY OF THE DC BUS AND THE FUEL CELL D. BRADLEY T. PARADEIS
------- BELOW GRADE CONDUIT OVERALL SITE PLAN CIRCUIT BREAKER IS IN THE OFF POSITION BEFORE MAKING
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PEN.23069 sheet of sheets
a.o PROFESSIONAL ENGINEER file CT33XC555E1.DWG
1 2 3 4 5 6 7 8 9 10 11 12 13
HYDROGEN OUTLET ICE
3/8" PASSIVATED no.I date I by I ckd I description
SUPPLY CONNECTION BRIDGE STAINLESS STEEL PIPING 0 11/21/12 DMB TFP ISSUED FOR PERMIT
FUEL CONTROL (3/8" COMPRESSION FTNG. EXTERNAL HYDROGEN CUSTOMER EQUIPMENT
BTS
PLATE (INSIDE) CAPPED FROM FACTORY) SUPPLY BULKHEAD (3/8" RECTIFIER CABINET, )CA
STAINLESS COMPRESSION) 0 CABINET, OR DC BUS BAR
52"
HYDROGEN 28"
STORAGE
RECTIFIER
MODULE (HSM) CABINET
(CYLINDERS + 0 0 0 o p p CUSTOMER (E)
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ON SITE CONDUIT
REQUIREMENTS
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GASKET PROVIDED DC POWER SIGNAL & CONTROL NOTE
BY MANUFACTURER LEAD CONDUIT WIRE CONDUIT 1. TYPICAL INSTALLATION SEE PLAN FOR
ACTUALARRANGEMENT.
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DETAIL 1 : TYPICAL CONNECTION PROFILE EXAMPLE 1. TYPICAL INSTALLATION SEE PLAN FOR DETAIL 2 : TYPICAL RECTIFIER CONNECTION
NOT TO SCALE
ACTUAL ARRANGEMENT. NOT TO SCALE
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EXTERNAL HYDROGEN
HYDROGEN SUPPLY BULKHEAD SUPPLY BULKHEAD 3/8"
EMERGENCY FUEL SHUTOFF, 3/8" STAINLESS COMPRESSION
E LOCATED IN FUEL WING DOOR. STAINLESS COMPRESSION 010
ICE BRIDGE ICE BRIDGE 8' Cat5e COILED
WITHIN ENCLOSURE
FOR TERMINATION
N O 0 0 • O rLB
BY OTHERS+ NDUITEXPANSION 3/8" PASSIVATED OCKOUT PLATE
lop% i
BEND - 6" STAINLESS STEEL PIPING ING
RADIUS QD
3/8" PASSIVATED LB FITTING
STAINLESS Q
STEEL PIPING
BTS CABINET
(E) • • -
HSM
MAIN
EQUIPMENT BURNS & MCDONNELL CONSULTANTS, INC.
O O O O CABINET FLEX 1" FLEX CONDUIT PROFESSIONAL ARCHITECTURAL
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FUEL CELL CONNECTOR CORPORATION NUMBER AEX0000106
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PROFESSIONAL ENGINEERING
1" RGS CORPORATION NUMBER 000341
O O O O CONDUIT DATE PREPARED: APRIL 3, 2012
O p date detailed
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LB FITTING D. BRADLEY T. PARADEIS
LB FITTING
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z CONDUIT 2" FLEX CONDUIT 1. TYPICAL INSTALLATION SEE PLAN FOR
1" FLEX ACTUAL ARRANGEMENT.
1 RGS FLEX 1 RGS SO. WINDSOR PD PROPERTY
0 CONNECTOR CONDUIT CONDUCTOR CONDUIT 151 SAND HILL ROAD
1" RGS DETAIL 5 : TYPICAL BTS CONNECTION
z O O O O CONDUIT • • 2" RGS NOT TO SCALE SOUTH WINDSOR, CT 06074
W • • CONDUIT
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NOTE NOTE CONNECTOR ELECTRICAL DETAILS
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z 1. TYPICAL INSTALLATION SEE PLAN FOR 1. TYPICAL INSTALLATION SEE PLAN FOR project contract
ACTUAL ARRANGEMENT. ACTUAL ARRANGEMENT. 67005 CT33XC555
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DETAIL 3 : TYPICAL HSM CONNECTION DETAIL 4 : TYPICAL FUEL CELL CONNECTION drawing rev.
NOT TO SCALE NOT TO SCALE E-2
TERRY F. PARADEIS
PEN.23069 sheet of sheets
0 PROFESSIONAL ENGINEER file CT33XC555E2.DWG
J b 7 8 9 10 11
HYDROGEN E-SERIES FUEL CELL 12 13
STD W CONNECTIONS ENCLOSURE no. date by I ckd I description
ENCLOSURE i
O OPTIONAL
NAL HAI,
ADDITIONAL 0 11/21/12 DMB TFP INDOOR RACK ISSUED FOR PERMIT
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HYDROGEN
SUPPLYM r '
CR
O O SOLENOID - GND
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I' E-seri`eshasis
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SOLENOID - V+
HYDR
PRESSURE OGEN ICE
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T NSDUC f [ CUSTOMERCONNECTIONS
i O O PRESSURE TRANSDUCER - SIGNAL OUT
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PRESSURE TRANSDUCER - V+
6ROUND CABLE B
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E! PRESSURE TRANSDUCER - GND
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� � NOTES
THE HYDROGEN CONTROL MODULE IS PROVIDED WITH
A SCREW TERMINAL STRIP THAT IS LABELED. THE
CITICl / (" TRANSDUCER AND SOLENOID ARE PRE-WIRED TO THE
tv1Ci IffOI IN ik, TERMINAL STRIP. C
I HYDROGEN �
2. A RELION FUEL CELL ENCLOSURE THAT IS PROVIDED
SUPPLY OPTIONAL*I_G WITHOUT A FUEL CABINET WILL HAVE AN ANALOGOUS
TERMINAL TERMINAL STRIP WITHIN THE FUEL CELL CABINET. THE
CONNECTION
ON �� N TC FUEL CELL'S TRANSDUCER AND SOLENOID CONTROL
_ _ WIRING ARE PRE-WIRED TO THE TERMINAL STRIP.
( OPTIONALLY TO F (�C �^
°1 tivw "w."""-".w ADDITIONAL 'I' ``*✓O9'
E FUG f FUEL CELL SYSTEM 3. FIELD INSTALLATION WILL REQUIRE THE INSTALLATION
CHASSIS
" PPEDDOOR SWITCH T AUX ) OF CONDUIT BETWEEN THE FUEL CELL CABINET AND
���- Ef�L.ItI�I��L�)
OFF ENCLOSURE THE HYDROGEN CONTROL MODULE, AND ■ D
CABINET U TO�,JEI e POINT-TO-POINT CONNECTION BETWEEN THE TERMINAL
FRONT DOOR or RACK STRIPS. #20 AWG (MINIMUM) SIZED SOLID COPPER
�'� TCL3 AVmW
ALARM PANED QR ND CONTROL WIRING IS RECOMMENDED
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(CIF EQUIPPED)
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DETAIL 3: HYDROGEN
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CONTROL MODULE
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DC POWER CONNECTION (CABLES NOT PROVIDED) { """ GROUND CABLE (FOR REFERENCE ONLY)
FIELD INSTALLED CABLES SHALL BE (SIZED AS REQUIRED) fIE E1LItFE
NOTES: ROUTED INSIDE PROVIDED WIRE WAY
TF
(FIELD ]INSTALLED)
1, IF ANY OF THE ORI INAI_ LAgRE AS SUPPLIED t TH THE FUEL CE,.0 POWER SYSTEM MUST T EE REPLACED.. gT MUST T BE
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REPLACES RES1r�IRII�t MATERIAL ��IN�aEQLlt EQUIVALENT RATINGS 'i{I�F6 E �E��tl���"st�tT#. � yL��4�E *�Pt� TO CUSTOMER DC TO CUSTOMER
TEMPERATURES E , NI RE A CABLE INSULATION L�G7I I+ tit IALL I4(EET �' E FLAMMABILITY REQUIREMENTS OF UL 581 EI�I BUS CONNECTIONS GROUND BAR Alm 0
TESTED IN ACCORDANCE WITH THE W-- 'VERTICAL, ELtA11E TEST
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2. ALL CONTROL WIRE IS 20 AWG, 300V, 80C (MINIMUM) UNLESS OTHERWISE NOTED ON SCHEMATIC.
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. %NHECK CONNECTING THE SUPPLY CIRCUIT TO THE FUEL CELL POWER SYSTEM, CABLE SHALL BE SIZED ACCORDINGf /7 V0
TO THE LOAD VOLTAGE AND DISTANCE SEE 1"NUAL FOR ADDITIONAL INFORMATION, CABLE TALL HAVE SITE
ECTS NOT TO SCALE,, GROUNDF
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DETAIL 1: POWER & SIGNAL WIRE • ,
E PRODUCT4AI)IAL )��" "REL INSTALLATION CONNECTIONS
(FOR REFERENCE ONLY) BURNS & MCDONNELL CONSULTANTS, INC.
PROFESSIONAL ARCHITECTURAL
CORPORATION NUMBER AEX0000106
UTILITY FEED PROFESSIONAL ENGINEERING
TERMINAL SIGNAL NAME AC CORPORATION NUMBER 000341
DISCRIPTION CONTACT COMMENT DISTRIBUTION DATE PREPARED: APRIL 3, 2012 G
PANEL
1 AUX (NO) NO OUTPUT 0 date detailed
2 AUX (COM) COMMON NO = NORMALLY OPEN/
CLOSE ON ALARM RECTIFIER 04/04/12 E. DURHAM
3 ALARM MINOR (NO) NO OUTPUT + designed checked
z 4 ALARM MINOR (COM) COMMON METERED _
DISCONNECT D. BRADLEY T. PARADEIS
z 5 ALARM MINOR (NC) NC OUTPUT
a
RECTIFIER SPRINT HFC
0 6 ALARM MAJOR (NO) NO OUTPUT 0.5 AMP NC = NORMALLY CLOSED/ ` +
7 ALARM MAJOR (COM) COMMON @ _ H
24 OR 48 OPEN ON ALARM BTS
z 8 ALARM MAJOR (NC) NC OUTPUT SO. WINDSOR PD PROPERTY
w
VDC
w 151 SAND HILL ROAD
z 9 FUEL CELL RUN OUTPUT (NO) NO OUTPUT BATTERY STRINGS SOUTH WINDSOR, CT 06074
w 10 FUEL CELL RUN OUTPUT (COM) COMMON
CLOSE ON ASSERTION DC
-I
BUS
w 11 CONTACT START (IN 1) CONTACT START
0 z CLOSE AT START DC
12 CONTACT START (IN 2) CONTACT START DISCONNECT
RELION
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U) FUEL CELL BTS
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ELECTRICAL TERMINATION DETAILS I
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N DETAIL 2: DISCRETE 1/0 CONTACTS ONJ � project contract
FRONT OF E-SERIES FUEL CELL SYSTEM (2) #4/0 AWG, L /v:77 ,�,`��13 67005#2 GND, 2" C. I CT33XC555
L' (FOR REFERENCE ONLY) drawing
0 AIR PRODUCTS rev.
} E-3 0
� HYDROGEN DETAIL 4: FUEL CELL ONE-LINE DIAGRAM TERRY F. PARADEIS '�'
STORAGE MODULE (FOR REFERENCE ONLY) PEN.23069 sheet of
PROFESSIONAL ENGINEER sheets
file CT33XC555E3.DWG
1 2 3 4 5 6 7 8 9 10 11 12 13
GROUNDING LEGEND: no.I date I by I ckd I description
OTHE CARRIER GROUND WIRE
0 11/21/12 DMB TFP ISSUED FOR PERMIT
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AD
■ BOLTED GROUND CONNECTION
OVERHEAD CABLE TRAY GENERAL GROUNDING NOTES:
1. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING INSTALLATIONS TO PREVENT ANY LOSS OF A
EQUIPMENT GROUND CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO
WIRES TO BE CONNECTED THE CONDUIT. CONTRACTOR SHALL CERTIFY EXISTING
TO EXISTING GROUND GROUND SYSTEM INTEGRITY AND RE-CERTIFY AFTER
RING. SEE NOTE 2 MODIFICATION IS COMPLETE.
G G G 2. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR
.:• j AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS
— PROPOSED HSM CRIMPS. BELOW GRADE CONNECTIONS SHALL BE
• �a. EXOTHERMIC.
B
3. ALL EXTERIOR GROUNDING CONNECTIONS SHALL BE
G TELCO a.. G LL COATED WITH A CORROSION RESISTANT MATERIAL.
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4. ALL EXTERIOR GROUNDING CONDUCTORS SHALL BE #2
AWG INSULATED STRANDED COPPER WIRE, UNLESS
-e .d .. EXISTING GROUNDING CONNECTION IS AVAILABLE ON
. . SITE.
•1% . •.
_ .. ! .. a .a . . ^, d ' •'
PROPOSED CONNECTIONS TO THE GROUNDING BUS SHALL NOT BE
FUEL CELL DOUBLED UP OR STACKED. BACK TO BACK CONNECTIONS C
BATTERY ON OPPOSITE SIDES OF THE GROUND BUS ARE
BTS RECTIFIER CABINET �" "� '�''�:
PERMITTED.
n.a
BENDS6. USE OF 900
IN THE GROUNDING CONDUCTOR
SHALL BE AVOIDED WHEN 450 BENDS CAN BE
ADEQUATELY SUPPORTED.
. .d 'd .dam 4. 6 :° . ' •.•••
G .d • a
V, 'P. .e y d a d. '• ° °
IRREVERSIBLE D
4 ° d ° B �P. COMPRESSION
SUPPORT POST � CRIMPING
FOR CABLE TRAY
(TYP.) #2 AWG
G G G COPPER un
CABLE
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U
TOWER
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co HIGH PRESS CRIMP CONNECTION
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EL
OTHER CARRIER i it
SHELTER v 2"
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O O
O O O O F
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0 BURNS & MCDONNELL CONSULTANTS, INC.
EXISTING GROUND BAR PROFESSIONAL ARCHITECTURAL
CORPORATION NUMBER AEX0000106
PROFESSIONAL ENGINEERING
® CORPORATION NUMBER 000341 G
GROUNDING PLAN 0 p 0 ® DATE PREPARED: APRIL 3, 2012
0 0 0
0 11 2' 4' 0 ® date detailed
SCALE IN FEET NORTH ® 0 04/04/12 E. DURHAM
D BOLTED CONNECTION designed checked
D. BRADLEY T. PARADEIS
z SPRINT HFC
r
a COPPER GROUND BAR WITH WALL MOUNTING H
BRACKETS AND INSULATORS SPACED SO. WINDSOR PD PROPERTY
DIMENSIONS: 1/4" THICK, 4" HIGH, ALL HOLES 7/16"UON, MOUNT 24" AFF 151 SAND HILL ROAD
z SOUTH WINDSOR, CT 06074
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z GROUNDING BAR CONNECTION DETAIL
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z
GROUNDING PLAN AND DETAILS
� project contract
m 67005 CT33XC555
N drawing rev.
TERRY F. PARADEIS
G-1 - 0
PEN.23069 sheet of sheets
o PROFESSIONAL ENGINEER file CT33XC555G1.DWG