HomeMy WebLinkAboutPLANS - 19-00079 - 525 S 2nd E - Cell Tower - New Generator10129865 - REXBURG WT
GENERATOR ADD
525 SOUTH 2nd EAST
at&t REXBURG, ID 83440
Mobility CCI BUN#: 857594
30KW GENERATOR UPGRADE CONST. DRAWINGS
PROJECT DESCRIPTION
• INSTALL NEW DIESEL GENERATOR WITH SUBBASE FUEL TANK ON NEW CONCRETE PAD.
• INTEGRATE EXISTING SERVICE WITH NEW GENERATOR.
• INSTALL NEW AUTOMATIC TRANSFER SWITCH AND NEW CAMLOCK TOGETHER.
• REMOVE AND CAP EXISTING CAMLOCK.
PROJECT INFORMATION
SITE ADDRESS: 525 SOUTH 2nd EAST EXISTING USE: UNMANNED TELECOMMUNICATIONS FACILITY
REXBURG, ID 83440 NEW USE: UNMANNED TELECOMMUNICATIONS FACILITY
LATITUDE: 43' 48' 53.88" N CONSTRUCTION TYPE: V—B
LONGITUDE: 111' 46' 37.67" W
JURISDICTION: CITY OF REXBURG
SITE PROJECT PARTICIPANTS
NAME COMPANY
A/E TIM BURMER FM GROUP, INC.
hit InnRFu
602-277-7877
LANDLORD ALICIA POWERS CROWN CASTLE 206-336-3218
SAC MNGR KEN ZWICK GENERAL DYNAMICS WIRELESS SERVICES 480-343-7330
CONST MNGR TIM WILCOX GENERAL DYNAMICS WIRELESS SERVICES 480-286-3458
VICINITY MAP
DIRECTIONS: FROM SALT LAKE UTAH:
DEPART US -89/S STATE ST TOWARD E 500 S/CESAR E CHAVEZ BLVD & TURN RIGHT
ONTO UT -269 W/E 500 S/CESAR E CHAVEZ BLVD.
TURN RIGHT ONTO S 400 W. TURN LEFT ONTO W 400 S/UNIVERSITY BLVD. TAKE RAMP
RIGHT FOR 1-15 N. TAKE RAMP RIGHT FOR US -20 EAST TOWARD REXBURG. TURN RIGHT
ONTO US -20 E. TAKE RAMP RIGHT TOWARD BYU-IDAHO/SOUTH REXBURG. TURN RIGHT
ONTO UNIVERSITY BLVD. ROAD NAME CHANGES TO S 2ND ST W. TURN RIGHT ONTO W
7TH S. ROAD NAME CHANGES TO E 7TH S. TURN LEFT ONTO S 2ND E. TURN RIGHT
ONTO ROAD. SITE WILL BE ON THE LEFT.
Ricks Gardens,O
Hinckley Lot
Brigham Young- -
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S. South 2nd East
University -Idaho 1 Aspen Village 0
Apartments
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Legacy Ridge Apartments O
Rexburg Idaho,,.,
Temple - The Church_.
DIG INFO
TO OBTAIN LOCATION OF
PARTICIPANTS UNDERGROUND
FACILITIES BEFORE YOU DIG IN UTAH,
CALL BLUE STAKES OF UTAH
m TOLL FREE: 1-800-662-4111 OR
www.bluestakes.org
UTAH STATUTE REQUIRES
Know what's below. MIN OF 2 WORKING DAYS
NOTICE BEFORE YOU
Call before you dig. EXCAVATE
APPLICABLE BLDG. CODES AND STANDARDS
SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND
LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR
THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT
ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN.
BUILDING CODE:
[INTERNATIONAL BUILDING CODE (IBC), 2012 AS ADOPTED BY THE LOCAL JURISDICTION]
ELECTRICAL CODE:
[NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70 — 2012, NATIONAL ELECTRICAL
CODE, AS ADOPTED BY THE LOCAL JURISDICTION]
LIGHTNING PROTECTION CODE:
[NFPA 780 — 2002, LIGHTNING PROTECTION CODE]
SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING
STANDARDS.
AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR
STRUCTURAL CONCRETE
AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL
CONSTRUCTION, ASD, THIRTEENTH EDITION
ANSI/TIA 222—G, STRUCTURAL STANDARDS FOR ANTENNA SUPPORTING STRUCTURES AND
ANTENNAS.
Rolling Hills -
DRAWING INDEX
REV
10129865-T-1
TITLE SHEET
2
10129865 -GN -1
GENERAL NOTES
2
10129865-A-1
OVERALL SITE PLAN
2
10129865-A-2
ENLARGED EQUIPMENT PLAN
2
10129865-S-1
FOUNDATION DETAILS
2
10129865-E-1
ONE -LINE DIAGRAM
2
10129865-E-2
ELECTRICAL DETAILS
2
10129865-E-3
GROUNDING DETAILS
2
10129865-E-4
KOHLER INSTALLATION DRAWING
2
10129865-E-5
KOHLER INSTALLATION DRAWING
2
10129865-E-6
KOHLER INSTALLATION DRAWING
2
SITE PROJECT PARTICIPANTS
NAME COMPANY
A/E TIM BURMER FM GROUP, INC.
hit InnRFu
602-277-7877
LANDLORD ALICIA POWERS CROWN CASTLE 206-336-3218
SAC MNGR KEN ZWICK GENERAL DYNAMICS WIRELESS SERVICES 480-343-7330
CONST MNGR TIM WILCOX GENERAL DYNAMICS WIRELESS SERVICES 480-286-3458
VICINITY MAP
DIRECTIONS: FROM SALT LAKE UTAH:
DEPART US -89/S STATE ST TOWARD E 500 S/CESAR E CHAVEZ BLVD & TURN RIGHT
ONTO UT -269 W/E 500 S/CESAR E CHAVEZ BLVD.
TURN RIGHT ONTO S 400 W. TURN LEFT ONTO W 400 S/UNIVERSITY BLVD. TAKE RAMP
RIGHT FOR 1-15 N. TAKE RAMP RIGHT FOR US -20 EAST TOWARD REXBURG. TURN RIGHT
ONTO US -20 E. TAKE RAMP RIGHT TOWARD BYU-IDAHO/SOUTH REXBURG. TURN RIGHT
ONTO UNIVERSITY BLVD. ROAD NAME CHANGES TO S 2ND ST W. TURN RIGHT ONTO W
7TH S. ROAD NAME CHANGES TO E 7TH S. TURN LEFT ONTO S 2ND E. TURN RIGHT
ONTO ROAD. SITE WILL BE ON THE LEFT.
Ricks Gardens,O
Hinckley Lot
Brigham Young- -
m o >
s
n
= n
E 3rd S
Comm
Fn;hs
p
Wor,s
S. South 2nd East
University -Idaho 1 Aspen Village 0
Apartments
N
_ n
Legacy Ridge Apartments O
Rexburg Idaho,,.,
Temple - The Church_.
DIG INFO
TO OBTAIN LOCATION OF
PARTICIPANTS UNDERGROUND
FACILITIES BEFORE YOU DIG IN UTAH,
CALL BLUE STAKES OF UTAH
m TOLL FREE: 1-800-662-4111 OR
www.bluestakes.org
UTAH STATUTE REQUIRES
Know what's below. MIN OF 2 WORKING DAYS
NOTICE BEFORE YOU
Call before you dig. EXCAVATE
APPLICABLE BLDG. CODES AND STANDARDS
SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND
LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR
THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT
ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN.
BUILDING CODE:
[INTERNATIONAL BUILDING CODE (IBC), 2012 AS ADOPTED BY THE LOCAL JURISDICTION]
ELECTRICAL CODE:
[NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70 — 2012, NATIONAL ELECTRICAL
CODE, AS ADOPTED BY THE LOCAL JURISDICTION]
LIGHTNING PROTECTION CODE:
[NFPA 780 — 2002, LIGHTNING PROTECTION CODE]
SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING
STANDARDS.
AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR
STRUCTURAL CONCRETE
AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL
CONSTRUCTION, ASD, THIRTEENTH EDITION
ANSI/TIA 222—G, STRUCTURAL STANDARDS FOR ANTENNA SUPPORTING STRUCTURES AND
ANTENNAS.
Rolling Hills -
TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR
TELECOMMUNICATIONS
w
INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR
R
MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS
ii
GROUPINC
OF A GROUND SYSTEM
SITE NUMBER
IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF
PROJECT
ELECTRONIC EQUIPMENT
SITE NAME
IEEE C2 NATIONAL ELECTRIC SAFETY CODE, LATEST VERSION
525 SOUTH 2nd EAST
TELCORDIA GR -1275, GENERAL INSTALLATION REQUIREMENTS
SEAL
ANSI T1.311, FOR TELECOM — DC POWER SYSTEMS — TELECOM, ENVIRONMENTAL
PROTECTION
S
FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING
MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST
RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A
GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT
SHALL GOVERN.
NORTH
SCALING DRAWINGS
SUBCONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS & CONDITIONS
ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF
ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE
FOR THE SAME.
at&t
Mobility
GENERAL DYNAMICS
Wireless Services
6664 SOUTH DATELAND DR, STE B
TEMPE, AZ 85283
480-296-7460
ii
GROUPINC
SITE NUMBER
10129865
PROJECT
GENERATOR ADD
SITE NAME
REXBURG WT
525 SOUTH 2nd EAST
REXBURG, ID 83440
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SHEET TITLE
TITLE SHEET
SHEET NUMBER
T-1
GENERAL NOTES:
1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY:
CONTRACTOR - GENERAL DYNAMICS
SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION)
OWNER - AT&T MOBILITY
OEM - ORIGINAL EQUIPMENT MANUFACTURE
2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE
TO FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK
CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND
SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR.
ELECTRICAL INSTALLATION NOTES CONT.:
4. CABLES SHALL NOT BE ROUTED THROUGH LADDER -STYLE CABLE TRAY RUNGS.
5. EACH END OF EVERY POWER, GROUNDING, AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH
COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV
PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC & OSHA, AND MATCH
EXISTING INSTALLATION REQUIREMENTS.
6. POWER PHASE CONDUCTORS (I.E., HOTS) SHALL BE LABELED WITH COLOR -CODED INSULATION OR
ELECTRICAL TAPE (3M BRAND, 1h INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). PHASE
CONDUCTOR COLOR CODES SHALL CONFORM WITH THE NEC & OSHA AND MATCH EXISTING INSTALLATION
REQUIREMENTS.
3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL
APPLICABLE CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL 7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS.
APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE
LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E., PANELBOARD AND
WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY CIRCUIT ID'S).
SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS.
4. DELETED
5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT,
APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON
THE DRAWINGS.
6. DELETED.
7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE.
8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE
SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE
CONTRACTOR.
9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES,
GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING.
SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY.
SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR. ROUTING OF
TRENCHING SHALL BE APPROVED BY CONTRACTOR.
10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS,
LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S
EXPENSE TO THE SATISFACTION OF OWNER.
11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OFF ALL SCRAP MATERIALS SUCH AS
COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED
SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION.
12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION.
13. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE
INSTITUTE (ACI) 301.
14. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL HAVE 4000 PSI STRENGTH AT 28
DAYS UNLESS OTHERWISE SPECIFIED. ALL CONCRETING WORK SHALL BE DONE IN ACCORDANCE
WITH ACI 318 CODE REQUIREMENTS.
15. ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS.
16. CONSTRUCTION SHALL COMPLY WITH SPECIFICATION 25741-000-3APS-AOOZ-00002, "GENERAL
CONSTRUCTION SERVICES.
8. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE
CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS.
9. ALL TIE WRAPS WHERE PERMITTED SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP
EDGES. USE LOW PROFILES TIE WRAPS.
10. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR
(12 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED
FOR 90 -C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED,
UNLESS OTHERWISE SPECIFIED.
11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (6 AWG OR
LARGER), 600 V, OIL RESISTANT THHN OR THWN-2 GREEN INSULATION, CLASS B STRANDED COPPER CABLE
RATED FOR 90 -C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM
USED, UNLESS OTHERWISE SPECIFIED.
12. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS, OR BELOW GRADE, SHALL BE SINGLE
CONDUCTOR 2 AWG SOLID TINNED COPPER CABLE, UNLESS OTHERWISE SPECIFIED.
13. POWER WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI -CONDUCTOR, TYPE TC CABLE (12 AWG OR
LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 -C
(WET AND DRY) OPERATION; WITH OUTER JACKET; LISTED OR LABELED FOR THE LOCATION USED, UNLESS
OTHERWISE SPECIFIED.
14. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP -STYLE, COMPRESSION WIRE LUGS AND
WIRENUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO
LESS THAN 75-C (90-C IF AVAILABLE).
15. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH
NEMA, UL, ANSI/IEEE, AND NEC.
16. NEW RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION WHERE POSSIBLE.
17. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40, OR
RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED
INDOOR LOCATIONS.
18. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (ENT), OR RIGID NONMETALLIC
CONDUIT (RIGID PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS.
19. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE USED FOR OUTDOOR LOCATIONS
ABOVE GRADE.
17. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO 20. RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL BE
COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS USED UNDERGROUND; DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN
MUST BE VERIFIED. SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC.
PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION.
18. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY
SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING
EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. ALSO, WORK MAY NEED TO BE
SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS
AFTER MIDNIGHT.
19. SINCE THE CELL SITE MAY BE ACTIVE ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN
WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE
SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER.
PERSONAL RF EXPOSURE MONITORS ARE REQUIRED TO BE WORN TO ALERT OF ANY DANGEROUS
EXPOSURE LEVELS.
ELECTRICAL INSTALLATION NOTES:
1. WIRING, RACEWAY, AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS
OF THE NEC AND TELCORDIA.
2. SUBCONTRACTOR SHALL MODIFY EXISTING CABLE TRAY SYSTEM AS REQUIRED TO SUPPORT RF AND
TRANSPORT CABLING TO THE NEW BTS EQUIPMENT. SUBCONTRACTOR SHALL SUBMIT MODIFICATIONS
TO CONTRACTOR FOR APPROVAL.
3. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY
THE NEC AND TELCORDIA.
GENERAL NOTES
21. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND
OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED.
22. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE
LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE.
23. CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE
WITH NEMA, UL, ANSI/IEEE, AND NEC.
24. CABINETS, BOXES, AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE.
25. WIREWAYS SHALL BE EPDXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN
DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R
(OR BETTER) OUTDOORS.
26. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR
EPDXY-COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS, OR
NEMA 3R (OR BETTER) OUTDOORS.
27. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED, OR NON -CORRODING;
SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER
PROTECTED (WP OR BETTER) OUTDOORS.
ELECTRICAL INSTALLATION NOTES CONT.:
28. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED
NEMA OS 2; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED
(WP OR BETTER) OUTDOORS.
29. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM
THE CONTRACTOR BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION
PANELS.
30. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS,
CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES
AND STANDARDS TO SAFEGUARD AGAINST LIFE AND PROPERTY.
GROUNDING NOTES:
1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY
GROUNDING SYSTEM AND LIGHTNING PROTECTION SYSTEM (AS DESIGNED
AND INSTALLED) FOR STRICT COMPLIANCE WITH THE NEC (AS ADOPTED BY
THE AHJ), THE SITE-SPECIFIC (UL, LPI, OR NFPA) LIGHTING PROTECTION
CODE, AND GENERAL COMPLIANCE WITH TELCORDIA AND TIA GROUNDING
STANDARDS. THE SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR
ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION.
2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO,
LIGHTNING PROTECTION, AND AC POWER GESS) SHALL BE BONDED
TOGETHER, AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING
CONDUCTORS IN ACCORDANCE WITH THE NEC.
3. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL -OF -POTENTIAL
RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR NEW
GROUND ELECTRODE SYSTEMS. THE SUBCONTRACTOR SHALL FURNISH AND
INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A
TEST RESULT OF 5 OHMS OR LESS. TESTS SHALL BE PERFORMED IN
ACCORDANCE WITH 25471-000-3PS-EG00-0001, DESIGN & TESTING OF
FACILITY GROUNDING FOR CELL SITES.
4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT
GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN
INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED
AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT.
5. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER
GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND
WIRES, 6 AWG STRANDED COPPER OR LARGER FOR INDOOR BTS; 2 AWG
STRANDED COPPER FOR OUTDOOR BTS.
6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS
BELOW GRADE.
7. APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR PASTE) SHALL
BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS.
8. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR
BOLTED WITH STAINLESS STEEL HARDWARE TO THE BRIDGE AND THE TOWER
GROUND BAR.
9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED
FOR GROUNDING CONNECTIONS.
10. MISCELLANEOUS ELECTRICAL AND NON -ELECTRICAL METAL BOXES, FRAMES AND
SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC.
11. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS
WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH 6
AWG COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS.
12. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION
SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING
AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR
SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN
CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC
MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL
CONDUIT IS UNAVOIDABLE (E.G., NON-METALLIC CONDUIT PROHIBITED BY LOCAL CODE)
THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT.
13. ALL TOWER GROUNDING SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF
ANSI/TIA 222. FOR TOWERS BEING BUILT TO REV G OF THE STANDARD, THE WIRE SIZE
OF THE BURIED GROUND RING AND CONNECTIONS BETWEEN THE TOWER AND THE
BURIED GROUND RING SHALL BE CHANGED FROM 2 AWG TO 2/0 AWG. IN ADDITION,
THE MINIMUM LENGTH OF THE GROUND RODS SHALL BE INCREASED FROM 8 FEET TO
10 FEET.
14. ALL RISERS & EXPOSED CONDUIT TO BE SCHEDULE 80.
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GENERAL DYNAMICS
Wireless Services
6664 SOUTH DATELAND DR, STE B
TEMPE, AZ 85283
480-296-7460
I I
GROUP INC
15974 N. 77th STREET
SCOTTSDALE, AS 85260
SITE NUMBER
10129865
PROJECT
GENERATOR ADD
SITE NAME
REXBURG WT
525 SOUTH 2nd EAST
REXBURG, ID 83440
SEAL
LICENSED
ARCHITECT
AR 985040
02-12-19
MICHAEL T. FRIES
STATE OF IDAHO
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SHEET TITLE
GENERAL NOTES
SHEET NUMBER
GN -1
SCOPE OF WORK NOTES:
GENERAL:
• NEW KOHLER DIESEL GENERATOR PROVIDED BY GENERAL
DYNAMICS AND INSTALLED BY GENERAL CONTRACTOR.
• NEW 4'-0" X 10'-0" CONCRETE PAD PROVIDED AND
INSTALLED BY GENERAL CONTRACTOR (AS REQUIRED) SEE
S-1.
• NEW KOHLER AUTOMATIC TRANSFER SWITCH PROVIDED BY
GENERAL DYNAMICS AND INSTALLED BY CONTRACTOR (AS
REQUIRED) SEE E-3 & E-4
• CONTRACTOR TO VERIFY ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION
• CONTRACTOR SHALL RESTORE AND REPAIR ANY DAMAGED
AREAS CAUSED BY CONSTRUCTION TO ORIGINAL OR BETTER
CONDITION.
CONDUITS:
• INSTALL PULL STRING IN EACH CONDUIT
• (1) NEW 2" AND (1) NEW 1" ELECTRICAL CONDUITS WITH
CONDUCTORS TO RUN FROM NEW GENERATORS TO NEW ATS.
CONDUIT PROVIDED AND INSTALLED BY GENERAL CONTRACTOR.
SEE E-1, E-2, & E-3
• (2) NEW 1" ELECTRICAL CONDUIT WITH CONDUCTORS TO RUN
FROM NEW GENERATOR TO A/C PANEL. CONDUIT PROVIDED
AND INSTALLED BY GENERAL CONTRACTOR. SEE E-1, E-2 &
E-3
• (1) NEW 1" ALARM CONDUIT AND CABLING PROVIDED AND
INSTALLED BY GENERAL CONTRACTOR. SEE E-1, E-2 & E-3.
GROUNDING:
• NEW EXOTHERMIC CONNECTION FROM EXISTING GROUND RING
TO NEW MECHANICAL CONNECTION AT GENERATOR CHASSIS.
GENERAL CONTRACTOR TO VERIFY LOCATION IN FIELD. LOCATE
GROUND RODS NO MORE THAN 16'-0" APART
H -FRAME:
• PROVIDE NEW H -FRAME IF REQUIRED, MATCH EXISTING
H -FRAME MATERIAL FOR CONSTRUCTION OF NEW H -FRAME.
USE ALL GALVANIZED COMPONENTS, WHITE PLASTIC END CAPS
ON UNISTRUTS, WEATHER CAPS ON TOPS OF PIPES AND
CONCRETE SUPPORTS BELOW FROST LINE. TOP OF FOOTING
SHOULD BE AT LEAST 2" ABOVE EXISTING GROUND LEVEL.
SLOPE THE GROUND AWAY FROM THE H -FRAME FOR POSITIVE
WATER DRAINAGE OFF THE FORM.
N
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EXISTING FIELD
EXISTING ALLEY
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PLAN A-2
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(11,17 SHEET OKY)
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Mobility
GENERAL DYNAMICS
Wireless Services
6664 SOUTH DATELAND DR, STE B
TEMPE, AZ 85283
480-296-7460
I I
GROUP INC
15974 N. 77th STREET
SCOTTSDALE, A7 85260
SITE NUMBER
10129865
PROJECT
GENERATOR ADD
SITE NAME
REXBURG WT
525 SOUTH 2nd EAST
REXBURG, ID 83440
SEAL
LICENSED
ARCHITECT
AR 985040
02-12-19
MICHAEL T. FRIES
STATE OF IDAHO
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SHEET TITLE
OVERALL SITE PLAN
SHEET NUMBER
A-1
NEW AT&T UNDERGROUND ELECTRICAL—
SERVICE &CONTROLS TO EXISTING
EQUIPMENT. GC TO FIELD LOCATE
EXISTING UTILITIES PRIOR TO DIG.
EXISTING DOUBLE SWING ACCESS GATES
EXISTING ENTRY -
ACCESS DRIVEWAY
EXISTING CHAINLINK FENCE -
EQUIPMENT COMPOUND WITH
BARBED WIRES ABOVE
REMOVE EXISTING MTS
10'-0"
EXISTING ELECTRICAL METER ON H -FRAME
REMOVE AND CAP EXISTING CAMLOCK (BELOW)
NEW KOHLER TTS SERIES ATS AND NEW CAMLOCK
TOGETHER, MOUNT TO EXISTING H -FRAME
ENLARGED EQUIPMENT PLAN
NFPA 704 DECALS TO BE APPLIED TO
(2) SIDES OF GENERATOR PER CODE
EXISTING LATTICE TOWER
EXISTING ICE BRIDGE
EXISTING AT&T OUTDOOR CABINETS
MOUNTED ON CONCRETE PAD
EXISTING UTILITIES ON H -FRAME
FULL SCALE 1/2" = 1'-0"
(sMY)
4-
2- 0 2' 4'
NORTH HAL SCALE 1/4" = 1'-0"
(11.17 SHEEr
2
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Mobility
GENERAL DYNAMICS
Wireless Services
6664 SOUTH DATELAND DR, STE B
TEMPE, AZ 85283
480-296-7460
Fi'�11kNC
GRO
15914 N. 77th STREET
SCOTTSDALE, AZ 85260
SITE NUMBER
10129865
PROJECT
GENERATOR ADD
SITE NAME
REXBURG WT
525 SOUTH 2nd EAST
REXBURG, ID 83440
SEAL
LICENSED
ARCHITECT
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SHEET TITLE
ENLARGED EQUIPMENT PLAN
SHEET NUMBER
2
STRUCTURAL GENERAL NOTES
1.0 GENERAL CONDITIONS
1.1 DESIGN AND CONSTRUCTION OF ALL WORK SHALL CONFORM TO LOCAL BUILDING CODES,
ACI -318-11. IN CASE OF CONFLICT BETWEEN THE CODES, STANDARDS, REGULATIONS,
SPECIFICATIONS, GENERAL NOTES AND/OR MANUFACTURER'S REQUIREMENTS,USE THE MOST
STRINGENT PROVISIONS.
1.2 IT IS THE EXPRESS INTENT OF PARTIES INVOLVED IN THIS PROJECT THAT THE
CONTRACTOR OR SUBCONTRACTOR OR INDEPENDENT CONTRACTOR OR THE RESPECTIVE
EMPLOYEES SHALL EXCULPATE THE ARCHITECT, THE ENGINEER, TECH. CONSTRUCTION
MANAGER, THE OWNER, AND THEIR AGENTS FROM ANY LIABILITY WHATSOEVER AND HOLD
THEM HARMLESS AGAINST LOSS, DAMAGES, LIABILITY OR ANY EXPENSE ARISING IN ANY
MATTER FROM THE WRONGFUL OR NEGLIGENT ACT, OR FAILURE TO CARRY METHODS,
TECHNIQUES OR PROCEDURES OR FAILURE TO CONFORM TO THE STATE SCAFFOLDING ACT
IN CONNECTION WITH THE WORK.
1.3 DO NOT SCALE DRAWINGS.
1.4 VERIFY ALL EQUIPMENT MOUNTING DIMENSIONS PER MANUFACTURER DRAWINGS
1.5 DESIGN LOADS ARE (GENERAC):
LIVE LOAD 100 PSF
EQUIPMENT SIZE 89.1" H, 106" W, 38" D
WEIGHT WITH WOODEN SHIPPING SKID
ENCLOSED GENERATOR WITH EMPTY
FUEL TANK 3974 LBS
TANK SIZE : 190 GAL
2.0 FOR DESIGN AND ANALYSIS OF THE FOUNDATION, THE MINIMUM NET SOIL BEARING
CAPACITY SHALL BE ASSUMED TO BE 2000 PSF.
3.0 CONCRETE
3.1 MEET OR EXCEED THE FOLLOWING CODES AND STANDARDS:
DESIGN ACI 318-11
CONSTRUCTION ACI 301
DETAILING CRSI MANUAL OF STANDARD PRACTICE
REINF. ASTM A 615 GRADE 60, DEFORMED
STEEL MIXING ASTM C 94. READY MIX CONCRETE
AIR ENTRAINMENT ACI 318 AND ASTM C-260
AGGREGATE ASTM C 33 AND C 330 (FOR LIGHT WEIGHT)
3.2 CONCRETE STRENGTH AT 28 DAYS SHALL BE 4000 PSI MINIMUM.
3.3 DO NOT FIELD BEND OR WELD TO GRADE 60 REINFORCED STEEL.
3.4 PROVIDE AIR ENTRAINED CONCRETE WITH AIR CONTENT OF 5 TO 7% FOR ALL CONCRETE
EXPOSED TO EARTH OR WEATHER.
3.5 MAXIMUM AGGREGATE SIZE: 3/4"
3.6 DO NOT USE IN ADMIXTURE, WATER OR OTHER CONSTITUENTS OF CONCRETE WHICH HAS
CALCIUM CHLORIDE.
3.7 MINIMUM COVER FOR REINFORCING STEEL SHALL BE AS SHOWN ON PLAN.
4.0 FOUNDATION AND EXCAVATION NOTES
4.1 SLAB SHALL BE CONSTRUCTED UPON UNDISTURBED, NATURAL SUBGRADE OR COMPACTED
GRANULAR FILL WITH AN ASSUMED MINIMUM NET ALLOWABLE BEARING CAPACITY OF 2000.
PSF.
4.2 ALL ORGANIC AND / OR OTHER UNSUITABLE MATERIAL SHALL BE REMOVED FROM
FOUNDATION AND SLAB SUBGRADE AND BACKFILL AREAS, AND THEN BACKFILLED WITH
ACCEPTABLE GRANULAR FILL COMPACTED TO 95 PERCENT OF MAXIMUM DENSITY AT OPTIMUM
MOISTURE CONTENT (ASTM D1557).
4.3 THE CONTRACTOR SHALL PROVIDE ALL NECESSARY MEASURES TO PREVENT ANY WATER,
FROST, OR ICE FROM PENETRATING ANY FOOTING OR STRUCTURAL SUBGRADE BEFORE AND
AFTER PLACING OF CONCRETE, AND UNTIL SUCH CONCRETE HAS FULLY CURED.
STRUCTURAL GENERAL NOTES
lie] 110.11Wi%11ma91amr_\I1:mDOWN awe] IIla:03mIIs] I1
q I" EXPANSION ANCHORS
(QTY & SPACING PER GEN.
INSTALLATION REQS.)
GENERATOR SLAB
REF: ATT 3OKW GENERATOR PACKAGE
UL REGISTRATION NUMBER: MH18459
U.L. 142 DOUBLE WALL FUEL TANK BASE SPECIFICATION
FUEL TANK BASE CONSTRUCTION:
• BE CONSTRUCTED IN ACCORDANCE WITH UNDERWRITERS LABORATORIES STANDARD UL -142.
BE CONSTRUCTED IN ACCORDANCE WITH FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE,
NFPA 30; THE STANDARD FOR INSTALLATION AND USE OF STATIONARY COMBUSTIBLE
ENGINE AND GAS TURBINES, NFPA 37; AND THE STANDARD FOR EMERGENCY AND STANDBY
POWER SYSTEMS, NFPA 110.
• ANCHORS MINIMUM (4) 0 5/8" FOR GEN -SET MOUNTING
SUB BASE TANK TESTING: PRIMARY TANK AND SECONDARY CONTAINMENT BASIN SECTIONS
SHALL BE PRESSURIZED AT 3-5 PSI AND LEAK -CHECKED TO ENSURE INTEGRITY OF SUB
BASE WELD SEAMS PER UL -142 STANDARDS GRADE
FUEL FILL: 5 GALLON SPILL CONTAINMENT WITH ALARM
• 40% REMAINING FOR ALARM
• 20% REMAINING FOR SHUT -DOWN
FACTORY PRE-SET AT 95% FULL FOR ALARM
FUEL CONTAINMENT BASIN: SUB BASE TANK SHALL INCLUDE A WELDED STEEL
CONTAINMENT BASIN, SIZED AT A MINIMUM OF 110% OF THE TANK CAPACITY TO PREVENT
ESCAPE OF FUEL INTO THE ENVIRONMENT IN THE EVENT OF A TANK RUPTURE. A FUEL
CONTAINMENT BASIN LEAK DETECTOR SWITCH SHALL BE PROVIDED.
DOUBLE WALL FUEL TANK BASE SPECIFICATION
12" FOUNDATION SLAB REINF.
WITH #6 0 12" C.0 EACH WAY #6 (TYP.)
-7
HEAVY HEX NUT
LOCK WASHER SIMPSON STRONG BOLT 2
FLAT WASHER
SS EXPANSION ANCHOR
GENERATOR 5/8" DIA.
MOUNT PLATE
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ANCHOR BOLT DETAIL
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ORIENTATION OF GENERATOR SLAB /
CONDUIT STUB -UPS
8'-10"
10'-0"
OUTLINE OF
COORDINATE THE SIZE
Mobility
GENERATOR BASE
_
12"
1'-9 3/16"
AND LOCATION OF
BLOCK(
2-�e"
CONCRETE PAD
COORDINATE THE SIZE
Mobility
_
Wireless Services
NOTE:
AND LOCATION OF
480-296-7460
1. PER ICC ESR -3037
CONCRETE BLOCKOUT
SITE NUMBER
SECTION 4.3 INSTALLATION
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525 SOUTH 2nd EAST
REXBURG, ID 83440
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AR 985040
02-12-19
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COORDINATE THE SIZE
Mobility
GENERAL DYNAMICS
Wireless Services
6664 SOUTH DATELAND DR, STE B
AND LOCATION OF
480-296-7460
Flk GRO
15974 N. 77th STREET
SCOTTSDALE, AS 85260
CONCRETE BLOCKOUT
SITE NUMBER
10129865
WITH GENERATOR
GENERATOR ADD
SITE NAME
A DRAWINGS
0
525 SOUTH 2nd EAST
REXBURG, ID 83440
SEAL
LICENSED
00 I
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AR 985040
02-12-19
L7 Y
STATE OF IDAHO
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NOTE ALL RISERS do EXPOSED CONDUIT
TO BE SCHEDULE 80.
;HAMFER
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ROUND,
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GENERATOR SLAB SECTION
COMPACTED GRANULAR FILL
Va t & t
Mobility
GENERAL DYNAMICS
Wireless Services
6664 SOUTH DATELAND DR, STE B
TEMPE, AZ 85283
480-296-7460
Flk GRO
15974 N. 77th STREET
SCOTTSDALE, AS 85260
SITE NUMBER
10129865
PROJECT
GENERATOR ADD
SITE NAME
REXBURG WT
525 SOUTH 2nd EAST
REXBURG, ID 83440
SEAL
LICENSED
ARCHITECT
AR 985040
02-12-19
MICHAEL T. FRIES
STATE OF IDAHO
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SHEET TITLE
FOUNDATION DETAILS
SHEET NUMBER
S.1
DIAGRAM CIRCUIT SCHEDULE
NO.
FROM
TO
WIRES
GROUND
CONDUIT
FUNCTION
O� �W
C70'
Ulai Lai
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NEW 10K SERIES RATED
SIZE
NC 0 NO NC 0 NO
1
NORMAL POWER SOURCE
PANEL WITH AUTOMATIC
TRANSFER SWITCH
(3) 3/0
(1) #4
2"
NORMAL POWER FEEDER TO PANEL AND ATS
2
GENERATOR
PANEL WITH AUTOMATIC
(3) 3/0
(1) #4
2"
EMERGENCY POWER FEEDER TO ATS
CONTROL WIRING PER AT&T REQUIREMENTS 1- PVC
TRANSFER SWITCH
TB3LV
P26
4 44 ENGINE
3START3SWITCH
SCHEDULE 80 CONDUIT PROVIDED (2) #14 AWG
3
AUTOMATIC TRANSFER
GENERATOR
(3) 3/0
(1) #2
2"
FUNCTION
(OPTIONAL)
SWITCH
P25
CID
4
PANEL
GENERATOR
(4) #12
(1) #10
2-
HEATER AND BATTERY CHARGER
5
PANEL
AUTOMATIC TRANSFER
(2) #12
(1) #12
2"
ATS CONTROLLER
SWITCH
13-
1" PVC SCHEDULE 80 CONDUIT PROVIDE
IL
NEW 1- PVC SCH 80 FOR
6
ATS
GENERATOR
(2) #14
N/A
2"
NO VOLTAGE ON THESE JUST A CONTACT
7
GENERATOR
TELCO BOARD
(2) #14
N/A
2"
NO VOLTAGE ON THESE JUST A CONTACT
8
AUTOMATIC TRANSFER
SWITCH
TELCO BOARD
(2) #14
N/A
2"
NO VOLTAGE ON THESE JUST A CONTACT
CIRCUIT DETAIL
2' CONDUIT
(3) 3/0 & (1) #4 GND
EXISTING ONE LINE DIAGRAM
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NEW 10K SERIES RATED
NC 0 NO
NC 0 NO NC 0 NO
NO 0 NC NO 0 NC
P27 CAN TERMINATOR CONNECTIONS
OUT
P27 P29
P30 P31
P32
PLACE THE P27 JUMPER ON THE "IN" PINS
IN 2
CAN
MICHAEL T. FRIES
STATE OF IDAHO
SHUTDOWN
1
TERMINATOR
CONTROL WIRING PER AT&T REQUIREMENTS 1- PVC
(CUSTOMER PROVIDED)
TB3LV
P26
4 44 ENGINE
3START3SWITCH
SCHEDULE 80 CONDUIT PROVIDED (2) #14 AWG
(CUSTOMER PROVIDED)
REMOTE 1/0
CAN REMOTE 1/0 BOARD
CONDUCTORS
our
(OPTIONAL)
4
P25
CID
CN9
CCAA.MLOCK
REMOTE 1/0
IN
GENERATOR3OKW, 120/240V, IPH
+5 VPIVNIGNO 5 VP2_FW2FN5I P28
P21 DEC 3000 CONTROLLER
i
P21 RS485 NON -ISOLATED CONNECTIONS
P21-1 GND
P21-2 +
P21-3
i P21-4 GND
P21-5 +
P21-6 -
1
REMOTE
1/0
INSTALLATION NOTE:
FOR FIELD INSTALLATION A MAXIMUM OF TWO
WIRE TERMINALS PER TERMINAL STRIP SCREW
IS RECOMMENDED UNLESS OTHERWISE NOTED
ON THE WIRING DIAGRAM. DO NOT EXTEND
ABOVE THE TERMINAL STRIP BARRIER.
NOTE: TRANSFER SWITCH TERMINAL DESIGNATIONS
MAY VARY FROM THOSE SHOWN HERE. VERIFY
THE CORRECT DESIGNATIONS USING THE
APPROPRIATE TRANSFER SWITCH WIRING DIAGRAM.
(TERMINALS 3 AND 4: REMOTE
START SWITCH OR ENGINE START
CONTACTS ON TRANSFER SWITCH)
50
LE
V8 0
NOTE: ALL RISERS & EXPOSED CONDUIT
V9 o
MAJOR FAULT
VO o
OUTPUT
(UTILITY COMPANY METER)
(CUSTOMER WIRED)
TB2
L�
NEW 10K SERIES RATED
ADD NEW IF REQUIRED TO MAINTAIN UL
77 F-711
32A
(3) 4/0 AWG CU (1) #4 NEUTRAL & (1) #2 GND (TYP THWN)
525 SOUTH 2nd EAST
F 0
2
LICENSED
ARCHITECT
(3)3/0 AWG CU & (1) #2 GND (TYP THWN)
AUX
MICHAEL T. FRIES
STATE OF IDAHO
SHUTDOWN
SWITCH
CONTROL WIRING PER AT&T REQUIREMENTS 1- PVC
(CUSTOMER PROVIDED)
TB3LV
4 44 ENGINE
3START3SWITCH
SCHEDULE 80 CONDUIT PROVIDED (2) #14 AWG
(CUSTOMER PROVIDED)
24 P 1 4
35A13B14P64 1A� LOCAL
EMERGENCY
STOP SWITCH
P22 TB1 63C70 5 P2 1 1 (STANDARD)
N AI2 AllD13 D12 DI1 , 71 13R 12R 11R
3 21 6 2
ALARM WIRING IDENTIFICATION CHART
ELECTRICAL SERVICE
M
M 200A METER BASE
(UTILITY COMPANY METER)
200A DISCONNECT
EXISTING 200AMP
PANEL
NEW 200A, 240V, 1PH ATS
NEMA 3R
LE
NOTE: ALL RISERS & EXPOSED CONDUIT
GENERAL DYNAMICS
EX. MECHANICAL INTERLOCK --
200A METER BASE
24Q
(UTILITY COMPANY METER)
I I
GROUP INC
15974 11 77th STREET
SCOLEI Az 85260
EX. 200A IPH A/C PANEL
L�
NEW 10K SERIES RATED
ADD NEW IF REQUIRED TO MAINTAIN UL
BREAKERS (TYP. OF 3)
_
(3) 4/0 AWG CU (1) #4 NEUTRAL & (1) #2 GND (TYP THWN)
525 SOUTH 2nd EAST
REXBURG, ID 83440
NEW ONE LINE WIRING DIAGRAM
BATTERY CHARGER CONNECTIONS
(OPTIONAL)
BATTERY NOTE: ALL RISERS & EXPOSED CONDUIT
— 61 CHARGER TO BE SCHEDULE 80.
FAULT
FROM ELECTRICAL SERVICE PROVIDER
Mobility
NOTE: ALL RISERS & EXPOSED CONDUIT
GENERAL DYNAMICS
TO BE SCHEDULE 80.
200A METER BASE
TEMPE, AZ 85283
(UTILITY COMPANY METER)
I I
GROUP INC
15974 11 77th STREET
SCOLEI Az 85260
200A SERVICE DISCONNECT
SITE NUMBER
(CONTRACTOR TO VERIFY CLASS T OR CLASS J FUSE AND
ADD NEW IF REQUIRED TO MAINTAIN UL
LISTING FOR ATS)
SITE NAME
(3) 4/0 AWG CU (1) #4 NEUTRAL & (1) #2 GND (TYP THWN)
525 SOUTH 2nd EAST
REXBURG, ID 83440
2' PVC SCHEDULE 80 CONDUIT
LICENSED
ARCHITECT
(3)3/0 AWG CU & (1) #2 GND (TYP THWN)
02-12-19
MICHAEL T. FRIES
STATE OF IDAHO
2' PVC SCHEDULE 80 CONDUIT
CONTROL WIRING PER AT&T REQUIREMENTS 1- PVC
SCHEDULE 80 CONDUIT PROVIDED (2) #14 AWG
Lf)
CONDUCTORS
4
CID
CN9
CCAA.MLOCK
(N) STATIONARY -OPTIONAL STANDBY-
TANDBYGENERATOR
GENERATOR3OKW, 120/240V, IPH
0
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HARM WIRING PER AT&T REQUIREMENTS
13-
1" PVC SCHEDULE 80 CONDUIT PROVIDE
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(2) CAT 5E CABLES
ALARM CIRCUITS FROM ATS
EX.
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W
TELCO
BOARD
Q
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W
(2) #12 AWG CU & (1)
#12 GND (TYP THWN)
1' PVC SCHEDULE 40
T
CONDUIT
(4) #12 AWG CU & (1) #12 GND (TYP THWN)
0
1" PVC SCHEDULE 40 CONDUIT
I
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Mobility
GENERAL DYNAMICS
Wireless Services
6664 SOUTH DATELAND DR, STE B
TEMPE, AZ 85283
480-296-7460
I I
GROUP INC
15974 11 77th STREET
SCOLEI Az 85260
SITE NUMBER
10129865
PROJECT
GENERATOR ADD
SITE NAME
REXBURG WT
525 SOUTH 2nd EAST
REXBURG, ID 83440
SEAL
LICENSED
ARCHITECT
AR 985040
02-12-19
MICHAEL T. FRIES
STATE OF IDAHO
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SHEET TITLE
ONE -LINE DIAGRAM
SHEET NUMBER
E-1
E
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T
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GENERAL DYNAMICS
IL
NOTE: CONTRACTOR TO LABEL WIRES IN
P -TOUCH OR SIMILAR LABELS ONLY.
ABSOLUTELY NO HANDWRITTEN LABELS
EXISTING PANEL PHOTO
NOTE: CONTRACTOR TO UTILIZE NEXT AVAILABLE
IN SEQUENCE SINGLE BREAKER POSITION FOR
GENERATOR, BATTERY CHARGER, BATTERY HEATER
AND BLOCK HEATER.
� A
L:— A
SECTION A -A
NOTE: IF EXISTING CONSTRUCTION VARIES FROM THIS DETAIL,
AN EQUAL 3 -HOUR U.L. PENETRATION APPROPRIATE FOR THE
EXISTING 2WALL TYPE SHALL BE CONSTRUCTED
OUTER WALL PENETRATION DETAIL (IF APPLICABLE)
CADWELD DETAILS
U.L. SYSTEM NO. C—AJ-1150
CONDUIT THROUGH REARING WALL SIMILAR TO LLL DESIGN
F RATING = 3 HR
TRATING =0HR
1. FLOOR OR WALL ASSEMBLY : MINIMUM 4-1/2" THICK
REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT (100-150 PCF)
CONCRETE. WALL MAY ALSO BECONSTRUCTED OF ANY UL
CLASSIFIED CONCRETE BLOCKS •. MAX DIAMETER OF OPENING IS 4".
SEE CONCRETE BLOCKS (CATZ) CATEGORY IN THE FIRE RESISTANCE
DIRECTORY FOR NAMES OF MANUFACTURERS.
2. THROUGH PENETRATIONS : ONE METALLIC PIPE OR CONDUIT TO
BE INSTALLED WITHIN THE FIRESTOP SYSTEM. PIPE OR CONDUIT TO
BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR WALL
ASSEMBLY. THE ANNULAR SPACE SHALL BE MINIMUM 0". (POINT
CONTACT) TO MAXIMUM 1-3/8". THE FOLLOWING TYPES AND SIZES
OF METALLIC PIPES OR CONDUITS MAY BE USED:
A. STEEL PIPE — NOMINAL 6" DIAMTER (OR SMALLER)
SCHEDULE 40 (OR HEAVIER) STEEL PIPE.
B. IRON PIPE — NOMINAL 6" DIAMETER (OR SMALLER) CAST
OR DUCTILE IRON PIPE.
C. CONDUIT — NOMINAL 4" DIAMETER (OR SMALLER) STEEL
ELECTRICAL METALLIC TUBING OR NOMINAL 3-1/2" DIAMETER
(OR SMALLER) STEEL CONDUIT.
3. PACKING MATERIAL: MINIMUM 6" THICKNESS OF MIN 4.0 PCF
MINERAL WOOL. BATTING INSULATION FIRMLY PACKED INTO OPENING
AS A PERMANENT FORM. PACKING MATERIAL TO BE RECESSED
FROM TOP SURFACE OF FLOOR OR FROM BOTH SURFACES OF
WALL AS REQUIRED TO ACCOMMODATE THE REQUIRED THICKNESS
OF FILL MATERIAL
4. FILL, VOID, OR CAVITY MATERIAL-: SEALANT: MINIMUM 1/4"
THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS,
FLUSH WITH TOP SURFACE OF FLOOR AND WITH BOTH SURFACES
OF WALL. AT THE POINT CONTACT LOCATION BETWEEN PIPE AND
CONCRETE, A MINIMUM 1/2" DIAMETER BEAD OF FILL MATERIAL
SHALL BE APPLIED AT THE CONCRETE/PIPE INTERFACE ON THE
TOP SURFACE OF FLOOR AND ON BOTH SURFACES OF WALL. W
RATING APPLIES ONLY WHEN CP601S OR CP604 SEALANT IS USED.
HILT] CONSTRUCTION CHEMICALS, DIV OF HILT INC.: CP601S,
CP604, CP606, OR FS—ONE SEALANT.
BEARING THE UL CLASSIFICATION MARK
NOTE: GC SHALL USE NON -SHRINKING CAULK TO
WEATHERSEAL ALL PENETRATIONS INTO OR
THROUGH SHELTER WALL
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6664 SOUTH DATELAND DR, STE B
TEMPE, AZ 85283
480-296-7460
011kNC
GROU
15974 N. 77T 5T:7EE=
SCOTTSDALE AZ 55260
SITE NUMBER
10129865
PROJECT
GENERATOR ADD
SITE NAME
REXBURG WT
525 SOUTH 2nd EAST
REXBURG, ID 83440
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ELECTRICAL DETAILS
SHEET NUMBER
E-2
#2 AWG BARE TINNED GROUND WIRE
TO EXISTING SHELTER GROUND RING.
IF MORE THAN 16' FROM EXISTING
GROUND RING, INSTALL GROUND
ROD. ROD SPACING MAX 16'. TOP OF
ROD AND GROUND WIRE TO BE
BELOW FROST LINE. GROUND
GENERATOR PER MANUFACTURER
RECOMMENDATIONS.
CONCRETE
-
#2 AWG BARE TINNED GROUND WIRE
TO EXISTING FENCE GROUND RING
( IF EXIST. FENCE IS WITHIN 6'-0" OF
PROPOSED GENERATOR) r
x
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EXISTING FENCEI
EXISTING FENCE
GROUNDING
POWER AND
COMMUNICATION
CONDUITS
EXISTING GROUND
WIRE
EXISTING SERVICE
DISCONNECT
EXISTING EQUIPMENT
SHELTER GROUND RING
(FIELD LOCATE)
FOR ACTUAL ORIENTATION OF
GENERATOR, SHELTER, FENCE,
TOWER & U/G POWER/TELCO
CONDUITS SEE DRAWINGS A-1
GROUND SITE PLAN
UNISTRUT MOUNTING CHART
WALL
USE THIS SECTION UNDER
PAVEMENT ORVEHICLE
CONSTRUCTION
USE
TYPE
TRAFFIC AREA
HOLLOW
318"0 TOGGLE BOLT
HOLLOW, AT STUD
3/8"0 LAG SCREW
CONCRETE
7116"0 HILTI HY-20 WITH SCREEN
BLOCK(HOLLOW)
MINIMUM EMBEDMENT 2-112"
CONCRETE (SOLID)
116"0 HILTI HY-150 WITH SCREEN
SEAL
MINIMUM EMBEDMENT 2-1/2"
NOTE:
USE GALVANIZED OR STAINLESS STEEL HARDWARE
FOR WALL MOUNT AND CONNECTION OF CHANNELS
NOTE:
GC SHALL USE NON -SHRINKING CAULK TO WEATHER
SEAL ALL PENETRATIONS INTO OR THROUGH
SHELTER WALL
INTERSECT ATS MOUNTING DETAIL
' INCLUDE TIMEIDATE STAMPED PHOTOS WITH TAPE MEASURE
------ DEPTH VERIFICATION.
CONDUIT SIZE, TYPE, QUANTITY AND SEPARATION DIMENSION TO
BE VERIFIED WITH LOCAL UTILITY COMPANY REQUIREMENTS.
G HOLES
OF 4)
GENERAC TTS SERIES
3MATIC TRANSFER SWITCH
NTED TO NEW UNISTRUT
5/8" P1000T
VISTRUT MOUNTED
3 WALL (TYP OF 2)
I
EW MECHANICAL CONNECTION WITH #2
AWG TO EXISTING GROUND RING
CONDUCTOR BURIAL REQUIREMENTS
NOTE:
GROUND RODS MAY BE:
-COPPER CLAD STEEL
-SOLID COPPER
NOTE:
GROUND RODS SHALL HAVE A
MINIMUM SPACING TWICE THE
LENGTH OF ROD
NOTE:
SEE RESISTIVITY REPORT FOR
VERIFICATION AS AVAILABLE
NOTE: A LARGER CONDUCTOR
SHALL BE REQUIRED IN AREAS
HIGHLY PRONE TO LIGHTNING
AND/OR AREAS WITH HIGHLY
ACIDIC SOIL
NOTE:
GROUND RODS INSTALLED
WITHIN CLOSE PROXIMITY TO
TOWER OR WHEN SOIL IS AT
OR BELOW 2,000 OHM -CM,
SHALL BE GALVANIZED TO
PREVENT GALVANIC
CORROSION OF TOWER, (SEE
ANSI/FIA-EIA-222-G)
GROUND ROD DETAIL
MINIMUM COVER REQUIREMENTS, 0 TO 600 VOLTS,
NOMINAL, BURIAL IN INCHES
USE THIS SECTION UNDER
PAVEMENT ORVEHICLE
USE THIS SECTION
UNDER GRASS OR LAWN
EXISTING
RIGID METAL CONDUIT
TRAFFIC AREA
AREA
EQUIPMENT
I
CONDUCTORS
RESTORE SURFACE TO
SHELTER
i
6 INCHES
ORIGINAL CONDITION
REXBURG, ID 83440
SEAL
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UTILITY WARNING TAPE
#2 AWG BARE TINNED
THICK CONCRETE OR
Ig INCHES
j�\\ 4' BELOW GRADE ENTIRE
GROUND WIRE
ID
LENGTH OF TRENCH
24 INCHES
24 INCHES
ro
�j RETURN ORIGINAL MATERIAL TO
CONNECTED TO
COVER IS DEFINED AS THE SHORTEST DISTANCE IN INCHES
I I I—
TRENCH, COMPACT AS NECESSARY
III
EXISTING SHELTER
OR SIMILAR COVER.
INSTALL WARNING TAPE 4" BELOW GRADE FOR THE ENTIRE
\\�\\ TO PREVENT SERIOUS SETTLEMENT
GROUND RING
SAND BED BELOW THE CONDUIT.
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INSQTALLAT ON WITOHOALLNUTI
COMPANIES FOR INTERFACING AT
OL
TERMINATION POINTS. PROVIDE
iFULL
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LENGTH PULL STRINGS (TYP)
CLEAR SPACE
EQUAL TO LARGER
' INCLUDE TIMEIDATE STAMPED PHOTOS WITH TAPE MEASURE
------ DEPTH VERIFICATION.
CONDUIT SIZE, TYPE, QUANTITY AND SEPARATION DIMENSION TO
BE VERIFIED WITH LOCAL UTILITY COMPANY REQUIREMENTS.
G HOLES
OF 4)
GENERAC TTS SERIES
3MATIC TRANSFER SWITCH
NTED TO NEW UNISTRUT
5/8" P1000T
VISTRUT MOUNTED
3 WALL (TYP OF 2)
I
EW MECHANICAL CONNECTION WITH #2
AWG TO EXISTING GROUND RING
CONDUCTOR BURIAL REQUIREMENTS
NOTE:
GROUND RODS MAY BE:
-COPPER CLAD STEEL
-SOLID COPPER
NOTE:
GROUND RODS SHALL HAVE A
MINIMUM SPACING TWICE THE
LENGTH OF ROD
NOTE:
SEE RESISTIVITY REPORT FOR
VERIFICATION AS AVAILABLE
NOTE: A LARGER CONDUCTOR
SHALL BE REQUIRED IN AREAS
HIGHLY PRONE TO LIGHTNING
AND/OR AREAS WITH HIGHLY
ACIDIC SOIL
NOTE:
GROUND RODS INSTALLED
WITHIN CLOSE PROXIMITY TO
TOWER OR WHEN SOIL IS AT
OR BELOW 2,000 OHM -CM,
SHALL BE GALVANIZED TO
PREVENT GALVANIC
CORROSION OF TOWER, (SEE
ANSI/FIA-EIA-222-G)
GROUND ROD DETAIL
MINIMUM COVER REQUIREMENTS, 0 TO 600 VOLTS,
NOMINAL, BURIAL IN INCHES
TYPE OF WIRING METHOD OR CIRCUIT
LOCATION OF
DIRECT BURIAL
RIGID METAL CONDUIT
WIRINGMETHOD OR
CABLES OR
OR INTERMEDIATE
CIRCUIT
CONDUCTORS
METAL CONDUIT
ALL LOCATIONS NOT
24 INCHES
6 INCHES
SPECIFIED BELOW
REXBURG, ID 83440
SEAL
IN TRENCH BELOW 2 INCH
ARCHITECT
THICK CONCRETE OR
Ig INCHES
6 INCHES
EQUIVALENT
ID
UNDER STREETS OR
24 INCHES
24 INCHES
HIGHWAYS
COVER IS DEFINED AS THE SHORTEST DISTANCE IN INCHES
MEASURED BETWEEN A POINT ON THE TOP SURFACE OF ANY
DIRECT -BURIED CONDUCTOR, CABLE, CONDUIT, OR OTHER
RACEWAY AND THE TOP SURFACE OF FINISHED GRADE, CONCRETE,
OR SIMILAR COVER.
INSTALL WARNING TAPE 4" BELOW GRADE FOR THE ENTIRE
LENGTH OF TRENCH.
PROVIDE AT LEAST 2 " OF SAND BED ABOVE CONDUIT AND 2" OF
SAND BED BELOW THE CONDUIT.
GROUND RING SHALL BE INSTALLED AT
GREATEST DEPTH POSSIBLE AND BELOW
— PERMANENT MOISTURE LEVEL
LJ \
ANGLE OF GROUND ROD SHALL NOT
EXCEED 45"
V GROUND ROD. HARGER 588 OR EQUAL 518"0 x 8'-0" LONG,
MIN. CONTRACTOR SHALL VERIFY WITH OWNER
SPECIFICATIONS FOR MINIMUM SIZE OF GROUND ROD TO
BEINSTALLED
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#2 AWG BARE TINNED COPPER OR
LARGER GROUND RING PER NFPA 70,
ARTICLE 250-66
GROUND RING SHALL BE INSTALLED AT
GREATEST DEPTH POSSIBLE AND BELOW
— PERMANENT MOISTURE LEVEL
LJ \
ANGLE OF GROUND ROD SHALL NOT
EXCEED 45"
V GROUND ROD. HARGER 588 OR EQUAL 518"0 x 8'-0" LONG,
MIN. CONTRACTOR SHALL VERIFY WITH OWNER
SPECIFICATIONS FOR MINIMUM SIZE OF GROUND ROD TO
BEINSTALLED
17 'at&t
' Mobility
Wireless Services
6664 SOUTH DATELAND DR, STE B
TEMPE, AZ 85283
480-296-7460
I I
GROUP INC
15974 N. 7711 STREET
SCOTTSDALE, AZ 85260
SITE NUMBER
10129865
PROJECT
GENERATOR ADD
SITE NAME
REXBURG WT
525 SOUTH 2nd EAST
REXBURG, ID 83440
SEAL
LICENSED
ARCHITECT
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SHEET TITLE
GROUNDING DETAILS
SHEET NUMBER
E-3
NOTES:
I. THE RIGHT SIDE OF THE GENERATOR IS SERVICE ACCESSIBLE.
2. 6 AMP BATTERY CHARGER.
3. 120VAC ENGINE BLOCK HEATER.
4. 120VAC 80W BATTERY HEATER
5. GENERATOR MUST BE GROUNDED.
6. SOUND ATTENUATED ENCLOSURE STANDARD WITH GENERATOR.
7. MUST ALLOW FREE FLOW OF DISCHARGE AIR AND EXHAUST.
8. MUST ALLOW FREE FLOW OF INTAKE AIR.
9. EASY ACCESS SERVICE PANEL IS LOCATED ON THE RIGHT SIDE OF THE GENERATOR ONLY.
10. BASE TANK REQUIRES ALL STUB -UPS TO BE IN THE REAR TANK STUB -UP AREA.
11. SEE TABLE FOR SUBBASE FUEL TANK CAPACITY.
12. IT IS THE RESPONSIBILITY OF THE INSTALLATION TECHNICIAN TO ENSURE
THAT THE GENERATOR INSTALLATION COMPLIES WITH ALL APPLICABLE
CODES, STANDARDS, AND REGULATIONS.
13. GENERATOR IS INSTALLED ON A UL -142 RATE DOUBLE WALL SUBBASE FUEL TANK.
14. DRAWING SHOWS STATE TANK CONFIGURATION WITH DUAL 12' NORMAL VENTS
USED ON THE WA. STATE TANK. STANDARD NORMAL VENT HEIGHT IS 2" ABOVE
FUEL FILL HIEGHT.
2575.0
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GENSET
TANK P/N
I TANK HT
(A) MM [IN]
DESCRIPTION
I
TEMPE, AZ 85283
ASSY
WEIGHT
20REOZK
GM101667-MA2
558.8
122.01
GENERATOR ADD
SKID/WA ST TANK
148 GAL
984
KG
12170 LBS]
20REOZK
GM101667-MAI
558.8
122.01
SKID/ST TANK 148
GAL
984
KG
12170 LBS]
30REOZK
GM101667-MA2
558.8
122.01
SKID/WA ST TANK
148 GAL
1051
KG
12316 LBS]
30REOZK
GM101667-MAI
558.8
122.01
SKID/ST TANK 148
GAL 1
984
KG
12170 LBS]
OVABLE ALTERNATOR
ESS PANEL
IR INTAKE DUCTS
LIFT OFF S
W / LOCK
20-30KW KOHLER DIESEL
SOUND ENCL W/ LIFT OFF PANEL
MINIMUM REQUIRED CLEARENCE FOR AIRFLOW
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NOTE: TANK SHOWN IN THESE DRAWING VIEWS IS CONFIGURED FOR
WA. STATE WITH DUAL 120' ABOVE GRADE NORMAL VENTS, THESE
ITEMS NOT INCLUDED IN ALL STATE CONFIGURATIONS.
OIMEXSIOXS ARES IRLM I LL IMETERS
TOKOHLER CO MC I Fill: F'FiV-t
LERANCES AAE:
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GLES t o° 3O' PROPERTY AND MUST NOT BE USED EXCEPT IN
CONNECTION WITH KOHLER CO. WORK. ALL RIGHTS OF
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GENERAL DYNAMICS
Wireless Services
6664 SOUTH DATELAND DR, STE B
TEMPE, AZ 85283
480-296-7460
I I
GROUP INC
15974 N. 77th STREET
SCOTTSDALE. AS 85260
SITE NUMBER
10129865
PROJECT
GENERATOR ADD
SITE NAME
RE BURG WT
525 SOUTH 2nd EAST
REXBURG, ID 83440
SEAL
LICENSED
ARCHITECT
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SHEET TITLE
KOHLER INSTALLATION
DETAILS
SHEET NUMBER
E-4
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EXHAUST FLANGE DETAIL 3X M81X1.25 STUDS
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NOTE:
FOR FURTHER TANK DETAIL
SEE INDIVIDUAL DRAWINGS
4X 025.4 [1.001
■STANDARD MOUNTING
20-30KW KOHLER DIESEL
TANK FITTINGS:
A. 3" NPT EMERGENCY VENT FITTING PER NFPA 30
WITH VENT CAPS (QTY 2).
B. 4" NPT FUEL FILL FITTING WITH 5 GAL SPILL BOX
AND 95% OVERFLL PREVENTION VALVE.
C. 2" NPT FITTING FOR FUEL LEVEL SENDING UNIT
WITH MECHANICAL INDICATOR NEEDLE.
D. 2" NPT NORMAL VENT FITTING WITH MUSHROOM VENT
CAP AND 138" RISER. (QTY 2)
E. 1/2" NPT FITTINGREMOVABLE ENGINE SUPPLY
DIP TUBE (3/8" NPT WITH CHECK VALVE.
F. 1/2" NPT FITTING REMOVABLE FUEL RETURN
DIP TUBE (3/8" NPT FEMALE).
G. 2" NPT FITTING FOR HIGH FUEL LEVEL ALARM
SWITCH (SET AT 90% FULL).
H. 2" NPT FUEL LEVEL SENDING UNIT.
N. 2" NPT FOR FUEL IN BASIN SWITCH
NOTE: TANK SHOWN IN THESEDRAWING VIEWS IS CONFIGURED FOR
WA. STATE WITH DUAL 12' ABOVE GRADE NORMAL VENTS, THESE
ITEMS NOT INCLUDED IN ALL STATE CONFIGURATIONS.
iEV DATE ON COMPOSITE DWGS, SEE PART NO. FOR REVISION LEVEL BY uXEESSOTXERWSESREtIFIED- KOHLER CQ METRIC PRG -E
- 7-13-I6 NEW DRAWING [CT1524761 FMR II DIMENSIONS ARE IN MI LLI METERS
2N TOLERANCES ARE:
X.x% ! 0.25 POWER SYSTEMS, KOHLER, WI 53044 U.S.A.
.x f I.O THIS DRAWING IN DESIGN AND DETAIL IS KOHLER CO
X . I.5 SDRfxOE FI XI SN ppOPERTY AND MUST NOT BE USED EXCEPT IN
ANGLESS t D° 30' XAx. CONNECTION WITH KOHLER CO. WORK. ALL RIGHTS OF
DESIGN OR INVENTION ARE RESERVED.
' EM" DIMENSION PRINT KD12504TM
APPROVALS DATE AT&T ST TANK W/SOUND ENCL
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JMR 1-13-I6 ow�
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GENERAL DYNAMICS
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6664 SOUTH DATELAND DR, STE B
TEMPE, AZ 85283
480-296-7460
FlikNC GRO
15974 N. 77th STREET
SCOTTSDALE, AZ 85260
SITE NUMBER
10129865
PROJECT
GENERATOR ADD
SITE NAME
RE BURG WT
525 SOUTH 2nd EAST
REXBURG, ID 83440
SEAL
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KOHLER INSTALLATION
DETAILS
SHEET NUMBER
E-5
NOTE:
THISGENERATOR SET HAS FRONT ACCESSIBILITY TO ALL
ROUTINELY SERVICED COMPONENTS INCLUDING:
I. AIR FLTER
2. OIL FILTER / FILL
3. FUEL FILTER
4. OIL DRAIN
5. COOLANT DRAIN
AIR CLEANER
RESTRICTION INDICATOR
AIR CLEANER
HOUSING
DEC 3000
CONTROL PANEL
LOAD CIRCUIT
BREAKER 150A
FREEZE PLUG BLOCK
HEATER LOCATED BEHIND
OIL FILTER HOUSING
CRANKCASE OIL
DIPSTICK
PUBLICATIONS I
MANUAL CI
BATTERY
DETAIL A
BATTERY CHARGER
20-30KW KOHLER DIESEL
IT
CHARGER
0-135VPOWER CHORD
ENGTH 1829 [72.01
DETAIL A
NOTE: TANK SHOWN IN THESE DRAWING VIEWS IS CONFIGURED FOR
WA. STATE WITH DUAL 12' ABOVE GRADE NORMAL VENTS, THESE
ITEMS NOT INCLUDED IN ALL STATE CONFIGURATIONS.
IEV DATE ON COMPOSITE DWGS, SEE PART NO. FOR REVISION LEVEL BY NXLE55 oiNERNISE SPECIFIER' KOHLER CQ TRIC PRO -E
7-13-16 NEW DRAWING CCT1524167 JMR I I OIMENSIOXS ARF I N MILLIMETERS
2) TOLERANCES ARE:
x.xx t o. 25 POWER SYSTEMS, KOHLER. WI 53044 U.S.A.
x.x THIS DRAWING IN DESIGN AND DETAIL IS KOHLER CO
x t I,s SRRFACF FI XI NX PROPERTY AND MUST NOT BE USED EXCEPT N
MAX. I
ANGLES f O° 30' CONNECTION WITH KOHLER CO. WOAK. ALL RIGHTS OF
DESIGN OR INVENTION ARE RESERVED.
x DIMENSION PRINT KD12504TM
^�PROVALS DATE AT&T ST TANK W/SOUND ENCL
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GENERAL DYNAMICS
Wireless Services
6664 SOUTH DATELAND DR, STE B
TEMPE, AZ 85283
480-296-7460
0IIkNC
GRO
15974 N. 77th STREET
SCOTTSDALE, AZ 85260
SITE NUMBER
10129865
PROJECT
GENERATOR ADD
SITE NAME
RE BURG WT
525 SOUTH 2nd EAST
REXBURG, ID 83440
SEAL
LICENSED
ARCHITECT
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SHEET TITLE
KOHLER INSTALLATION
DETAILS
SHEET NUMBER
E-6