HomeMy WebLinkAbout024-741-29-4301-LUP-2024-243Du_1uth
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VICINITY MAP
COMPLIANCE CODE
ALL WORK SHALL BE PERFORMED AND MATERIALS
INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS
OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL
GOVERNMENT AUTHORITIES. NOTHING IN THESE PLANS IS
TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO
THESE CODES.
20151BC
NATIONAL ELECTRICAL CODE (NFPA 70, NEC 2017 W/ AMND)
2015 WISCONSIN MECHANICAL CODE (IMC 2015 W/ AMND)
2018 WISCONSIN UNIFORM PLUMBING CODE (UPC)
2015 WISCONSIN ENERGY CONSERVATION CODE (IECC 2015
W/ AMND)
2015 WISCONSIN FIRE CODE (IFC 2015 W/ AMND)
WISCONSIN COMMERCIAL BUILDING CODE
WISCONSIN UNIFORM DWELLING CODE (UDC)
2015 WISCONSIN FUEL GAS CODE (IFGC 2015 W/ AMND)
UTILITY COMPANIES
POWER COMPANY: JUMP RIVER ELEC COOP
PHONE: UNKNOWN
TELEPHONE COMPANY: UNKNOWN
PHONE: UNKNOWN
4.1.W.
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Call, P you ft
AMEMCAN TOWER°
ATC SITE NAME: ROUND LAKE WI
ATC SITE NUMBER: 211543
T-MOBILE SITE NAME: Al N0963A
T-MOBILE SITE NUMBER: Al N0963A
SITE ADDRESS: 11556W LAWRY ROAD
HAYWARD,WI 54843
SITE CLASS: GUYED
T-MOBILE GENERATOR ADDITION
PROJECT SUMMARY
SITE ADDRESS:
11556W LAWRY ROAD
HAY WARD, W 154843
COUNTY: SAWYER
GEOGRAPHIC COORDINATES:
LATITUDE:45.99845022
DMS
LONGITUDE:-91.27045412
DIMS
GROUND ELEVATION: 1427' AMSL
I PROJECT TEAM I
TOWER OWNER:. APPLICANT.:
AMERICAN TOWER T-MOBILE
10 PRESIDENTIAL WAY
WOBURN, MA 01801
ENGINEER:
ATC TOWER SERVICES LLC
1 FENTON MAIN, STE 300
CARY, NC 27511
PROPERTY OWNER:
TOWN OF ROUND LAKE
11556W LAWRY ROAD
HAY WARD, W 154843
PROJECT DESCRIPTION
THE PROPOSED PROJECT INCLUDES MODIFYING GROUND BASED
EQUIPMENT TO INSTALL A 48KW DIESEL AC GENERATOR.
PROJECT NOTES
1. THE FACILITY IS UNMANNED.
2. A TECHNICIAN WILL VISIT THE SITE APPROXIMATELY ONCE A
MONTH FOR ROUTINE INSPECTION AND MAINTENANCE
3, THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT LAND
DISTURBANCE OR EFFECT OF STORM WATER DRAINAGE.
4. NO SANITARY SEWER, POTABLE WATER OR TRASH DISPOSAL
IS REQUIRED.
5. HANDICAP ACCESS IS NOT REQUIRED.
6. THE PROJECT DEPICTED IN THESE PLANS QUALIFIES AS AN
ELIGIBLE FACILITIES REQUEST ENTITLED TO EXPEDITED
REVIEW UNDER 47 U.S.C. § 1455(A) AS A MODIFICATION OF AN
EXISTING WIRELESS TOWER THAT INVOLVES THE
COLLOCATION, REMOVAL, AND/OR REPLACEMENT OF
TRANSMISSION EQUIPMENT THAT IS NOT A SUBSTANTIAL
CHANGE UNDER CFR § 1.61000 (13)(7).
PROJECT LOCATION DIRECTIONS
HEAD NORTH ON 1-35 N, TAKE EXIT 183 FOR MN-48 TOWARD CNTY
61/HINCKLEY, 0.2 MI. TURN RIGHT ONTO MN-46 E. 23.4 MI.
CONTINUE ONTO W-77 E, 4.0 MI. TURN LEFT ONTO WI-35 N/WI-77 E,
2.2 MI. TURN RIGHT ONTO W-77 E, 26.8 MI. TURN RIGHT ONTO US-53
S, 0.2 MI. SLIGHT LEFT TOWARD US-53 N, THEN MERGE ONTO US-53
N, 0.2 MI. TURN RIGHT ONTO W-77 E/W HOKAH ST, 24.4 MI. TURN
RIGHT ONTO W PENINSULA RD, 1.4 MI. TURN RIGHT ONTO CO HWY
K, 1.0 MI. TURN LEFT ONTO CO HWY B/CO RD B, 5.2 MI. TURN LEFT
ONTO N MCCLAINE RD, 0.3 MI. TURN RIGHT ONTO W LAWRY RD, 0.5
MI. TURN LEFT ONTO ACCESS ROAD.
SHEETINDEX
SHEET
NO:
DESCRIPTION:
REV:
DATE:
BY:
G-001
TITLE SHEET
0
05/29/24
JMB
G-002
GENERAL NOTES
0
05/29/24
JMB
C-101
DETAILED SITE PLAN
0
05/29/24
JMB
C-501
CONSTRUCTION DETAILS
0
05/29/24
JMB
C-502
CONSTRUCTION DETAILS
0
05/29/24
JMB
E-601
ELECTRICAL ONE -LINE AND WIRING DETAILS
0
05/29/24
JMB
SUPPLEMENTAL SHEETS (2 PAGES)
it
AMEMCANTQWER°
ATC TOWER SERVICES LLC
1 FENTON MAIN
SUITE 300
CARY, NC 27511
PHONE: (919) 468.0112
4069-11
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION.
REV. DESCRIPTION BY DATE
0 FOR CONSTRUCTION JMBIns
—.
0
In
ATC SITE NUMBER:
211543
ATC SITE NAME:
ROUND LAKE WI
T-MOBILE SITE NAME:
A1N0963A
SITE ADDRESS:
11556W LAWRY ROAD
HAY WARD, W 154843
SEAL: �+
Ile
SA OSHA
SHANBHOGUE
E-49097 cr_
CARY
NC
.. 4-L. L.I...,Aiwt V signed
ca l I l l i v.31 tut"by Santhosha
hanbhog Shanbhogue
Date: 2024.05.30
e -
rF - •Mobile--
ATC PROJ, #: 14762554 G4
GUST. ID: AlNO963A
CUST,#: A1N0963A
TITLE SHEET
SHEET NUMBER:
REVISION:
G-001
0
GENERAL CONSTRUCTION NOTES:
1 OWNER FURNISHED MATERIALS, T-MOBILEN"THE COMPANY" WILL PROVIDE AND THE
CONTRACTOR WILL INSTALL
A. BTS EQUIPMENT FRAME (PLATFORM) AND ICEBRIDGE SHELTER (GROUND
BUILD/CO-LOCATE ONLY)
B, AC/TELCO INTERFACE BOX (PPC)
C. ICE BRIDGE (CABLE TRAY WITH COVER) (GROUND BUILDICO-LOCATE ONLY, GC
TO FURNISH AND INSTALL FOR ROOFTOP INSTALLATION)
D. TOWERS, MONOPOLES
E. TOWER LIGHTING
F. GENERATORS 8 LIQUID PROPANE TANK
G. ANTENNA STANDARD BRACKETS, FRAMES AND PIPES FOR MOUNTING
K ANTENNAS (INSTALLED BY OTHERS)
I. TRANSMISSION LINE
J. TRANSMISSION LINE JUMPERS
K. TRANSMISSION LINE CONNECTORS WITH WEATHERPROOFING KITS
L TRANSMISSION LINE GROUND KITS
M. HANGERS
N. HOISTING GRIPS
O BTS EQUIPMENT
THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL OTHER MATERIALS FOR THE
COMPLETE INSTALLATION OF THE SITE INCLUDING, BUT NOT LIMITED TO, SUCH
MATERIALS AS FENCING, STRUCTURAL STEEL SUPPORTING SUB -FRAME FOR PLATFORM,
ROOFING LABOR AND MATERIALS, GROUNDING RINGS, GROUNDING WIRES,
COPPER -CLAD OR AT CHEMICAL GROUND ROD(S), BUSS BARS, TRANSFORMERS AND
DISCONNECT SWITCHES WHERE APPLICABLE, TEMPORARY ELECTRICAL POWER,
CONDUIT, LANDSCAPING COMPOUND STONE, CRANES, CORE DRILLING, SLEEPERS AND
RUBBER MATTING. REPAR, CONCRETE CAISSONS, PADS AND/OR AUGER MOUNTS,
MISCELLANEOUS FASTENERS, CABLE TRAYS, NON-STANDARD ANTENNA FRAMES AND
ALL OTHER MATERIAL AND LABOR REQUIRED TO COMPLETE THE JOB ACCORDING TO
THE DRAWINGS AND SPECIFICATIONS IT IS THE POSITION OF T-MOBILE TO APPLY FOR
PERMITTING AND CONTRACTOR RESPONSIBLE FOR PICKUP AND PAYMENT OF REQUIRED
PERMITS.
3. ALL WORK SHALL CONFORM TO ALL CURRENT APPLICABLE FEDERAL. STATE. AND LOCAL
CODES, INCLUDING ANSIIEIA/TIA-222, AND COMPLY WITH ATC CONSTRUCTION
SPECIFICATIONS,
4, CONTRACTOR SHALL CONTACT LOCAL 811 FOR IDENTIFICATION OF UNDERGROUND
UTILITIES PRIOR TO START OF CONSTRUCTION.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED
INSPECTIONS.
6. ALL DIMENSIONS TO, OF, AND ON EXISTING BUILDINGS, DRAINAGE STRUCTURES, AND
SITE IMPROVEMENTS SHALL BE VERIFIED IN FIELD BY CONTRACTOR WITH ALL
DISCREPANCIES REPORTED TO THE ENGINEER,
7_ DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS.
B- DETAILS SHOWN ARE TYPICAL: SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS
OTHERWISE NOTED,
9. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
SAFETY WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
10, CONTRACTOR SHALL BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED
FOR STABILITY ARE INSTALLED. THESE ELEMENTS ARE AS FOLLOWS: LATERAL BRACING,
ANCHOR BOLTS, ETC.
11. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES, GROUNDS
DRAINS, DRAIN PIPES, VENTS, ETC, BEFORE COMMENCING WORK.
12. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR
NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE T-MOBILE
REP PRIOR TO REMEDIAL OR CORRECTIVE ACTION ANY SUCH REMEDIAL ACTION SHALL
REQUIRE WRITTEN APPROVAL BY THE T-MOBILE REP PRIOR TO PROCEEDING.
13 EACH CONTRACTOR SHALL COOPERATE WITH THE T-MOBILE REP AND COORDINATE HIS
WORK WITH THE WORK OF OTHERS.
14. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OF THIS
PROJECT TO MATCH EXISTING PRE -CONSTRUCTION CONDITIONS TO THE SATISFACTION
OF THE T-MOBILE CONSTRUCTION MANAGER,
15. ALL CABLEICONDUIT ENTRYIEXIT PORTS SHALL BE WEATHERPROOFED DURING
INSTALLATION USING A SILICONE SEALANT.
16. WHERE EXISTING CONDITIONS DO NOT MATCH THOSE SHOWN IN THIS PLAN SET,
CONTRACTOR SHALL NOTIFY THE T-MOBILE REP AND ENGINEER OF RECORD
IMMEDIATELY,
17. CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH A COMPLETE
AND CURRENT SET OF DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT.
18. CONTRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM THE SITE AT THE END OF
EACH DAY.
19. CONTRACTOR SHALL COORDINATE WORK SCHEDULE WITH AMERICAN TOWER
CORPORATION (ATC) AND TAKE PRECAUTIONS TO MINIMIZE IMPACT AND DISRUPTION OF
OTHER OCCUPANTS OF THE FACILITY.
20. CONTRACTOR SHALL FURNISH T-MOBILE AND AMERICAN TOWER CORPORATION (ATC)
WITH A PDF MARKED UP AS -BUILT SET OF DRAWINGS UPON COMPLETION OF WORK.
21. PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH T-MOBILE REP
TO DETERMINE WHAT, IF ANY, ITEMS WILL BE PROVIDED. ALL ITEMS NOT PROVIDED
SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR CONTRACTOR WILL INSTALL
ALL ITEMS PROVIDED.
22 PRIOR TO SUBMISSION OF BID CONTRACTOR SHALL COORDINATE WITH T-MOBILE REP
TO DETERMINE IF ANY PERMITS WILL BE OBTAINED BY CONTRACTOR. ALL REQUIRED
PERMITS NOT OBTAINED BY T-MOBILE MUST BE OBTAINED, AND PAID FOR, BY THE
CONTRACTOR
23. CONTRACTOR SHALL INSTALL ALL SITE SIGNAGE IN ACCORDANCE WITH T-MOBILE
SPECIFICATIONS AND REQUIREMENTS.
24, CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS TO T-MOBILE FOR REVIEW AND
APPROVAL PRIOR TO FABRICATION.
25. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S
SPECIFICATIONS AND LOCATED ACCORDING TO T-MOBILE SPECIFICATIONS, AND AS
SHOWN IN THESE PLANS.
26- THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN,
THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL THE CONSTRUCTION
MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR
COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT.
CONTRACTOR SHALL NOTIFY T-MOBILE REP A MINIMUM OF 40 HOURS IN ADVANCE OF
POURING CONCRETE OR BACKFILLING ANY UNDERGROUND UTILITIES, FOUNDATIONS OR
SEALING ANY WALL, FLOOR OR ROOF PENETRATIONS FOR ENGINEERING REVIEW AND
APPROVAL.
28. WHEN THE PROJECT SCOPE REQUIRES THE USE OF THE SAFETY CLIMB, THE GENERAL
CONTRACTOR SHALL ENSURE THE SAFETY CLIMB IS FREE OF OBSTRUCTIONS, NOT
RUBBING ON OR TRAPPED BY ANY INSTALLED CUSTOMER EQUIPMENT, IS VISUALLY
TAUT, MEETS MANUFACTURER INSTALLATION SPECIFICATIONS, AND IS FIRMLY SECURED
AT ALL CABLE GUIDE LOCATIONS UPON PROJECT COMPLETION.
29, COMPLETION OF PROJECT SHALL NOT OBSTRUCT, TRAP, LOOSEN, OR OTHERWISE
CAUSE FAILURE TO MEET MANUFACTURER INSTALLATION REQUIREMENTS FOR THE
SAFETY CLIMB.
30. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY INCLUDING COMPLIANCE WITH
ALL APPLICABLE OSHA STANDARDS AND RECOMMENDATIONS AND SHALL PROVIDE ALL
NECESSARY SAFETY DEVICES INCLUDING PPE AND PPM AND CONSTRUCTION DEVICES
SUCH AS WELDING AND FIRE PREVENTION. TEMPORARY SHORING, SCAFFOLDING,
TRENCH BOXESISLOPING, BARRIERS, ETC.
31, THE CONTRACTOR SHALL PROTECT AT HIS OWN EXPENSE, ALL EXISTING FACILITIES AND
SUCH OF HIS NEW WORK LIABLE TO INJURY DURING THE CONSTRUCTION PERIOD, ANY
DAMAGE CAUSED BY NEGLECT ON THE PART OF THIS CONTRACTOR OR HIS
REPRESENTATIVES, OR BY THE ELEMENTS DUE TO NEGLECT ON THE PART OF THIS
CONTRACTOR OR HIS REPRESENTATIVES, EITHER TO THE EXISTING WORK, OR TO HIS
WORK OR THE WORK OF ANY OTHER CONTRACTOR, SHALL BE REPAIRED AT HIS
EXPENSE TO THE OWNER'S SATISFACTION.
32 ALL WORK SHALL BE INSTALLED IN A FIRST CLASS, NEAT AND WORKMANLIKE MANNER
BY MECHANICS SKILLED IN THE TRADE INVOLVED. THE QUALITY OF WORKMANSHIP
SHALL BE SUBJECT TO THE APPROVAL OF THE T-MOBILE REP. ANY WORK FOUND BY
THE T-MOBILE REP TO BE OF INFERIOR QUALITY AND/OR WORKMANSHIP SHALL BE
REPLACED AND/OR REWORKED AT CONTRACTOR EXPENSE UNTIL APPROVAL IS
OBTAINED.
33- IN ORDER TO ESTABLISH STANDARDS OF QUALITY AND PERFORMANCE, ALL TYPES OF
MATERIALS LISTED HEREINAFTER BY MANUFACTURER'S NAMES AND/OR
MANUFACTURER'S CATALOG NUMBER SHALL BE PROVIDED BY THESE MANUFACTURERS
AS SPECIFIED.
34, T-MOBILE FURNISHED EQUIPMENT SHALL BE PICKED -UP AT THE T-MOBILE WAREHOUSE,
NO LATER THAN 48HR AFTER BEING NOTIFIED INSURED, STORED, UNCRATE, PROTECTED
AND INSTALLED BY THE CONTRACTOR WITH ALL APPURTENANCES REQUIRED TO PLACE
THE EQUIPMENT IN OPERATION, READY FOR USE, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE EQUIPMENT AFTER PICKING IT UP_
35. T-MOBILE OR HIS ARCHITECTIENGINEER RESERVES THE RIGHT TO REJECT ANY
EQUIPMENT OR MATERIALS WHICH, IN HIS OWN OPINION ARE NOT IN COMPLIANCE WITH
THE CONTRACT DOCUMENTS, EITHER BEFORE OR AFTER INSTALLATION AND THE
EQUIPMENT SHALL BE REPLACED WITH EQUIPMENT CONFORMING TO THE
REQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE CONTRACTOR AT NO COST TO
T-MOBILE OR THEIR ARCHITECT/ENGINEER
SPECIAL CONSTRUCTION
ANTENNA INSTALLATION NOTES:
1. WORK INCLUDED:
A. ANTENNA AND COAXIAUHYBRID CABLES ARE FURNISHED BY T-MOBILE UNDER A
SEPARATE CONTRACT, THE CONTRACTOR SHALL ASSIST ANTENNA
INSTALLATION CONTRACTOR IN TERMS OF COORDINATION AND SITE ACCESS,
ERECTION SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF
PERSONNEL
B_ INSTALL ANTENNAS AS INDICATED ON DRAWINGS AND T-MOBILE
SPECIFICATIONS.
C. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS.
D. INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM WAVEGUIDE
E. INSTALL COAXIAUHYBRID CABLES AND TERMINATING BETWEEN ANTENNAS AND
EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS. WEATHERPROOF ALL
CONNECTIONS BETWEEN THE ANTENNA AND EQUIPMENT PER MANUFACTURER'S
REQUIREMENTS TERMINATE ALL COAXIAUHYBRID CABLE THREE (3) FEET IN
EXCESS OF ENTRY PORT LOCATION UNLESS OTHERWISE STATED.
ANTENNA AND COAXIAL/HYBRID CABLE GROUNDING:
A, ALL EXTERIOR #6 GREEN GROUND WIRE "DAISY CHAIN" CONNECTIONS ARE TO BE
WEATHER SEALED WITH RFS CONNECTORS/SPLICE WEATHERPROOFING KIT
9221213 OR EQUAL,
B. ALL COAXIAL/HYBRID CABLE GROUNDING KITS ARE TO BE INSTALLED ON
STRAIGHT RUNS OF COAXIAUHYBRID CABLE (NOT WITHIN BENDS)
ALL DISCREPANCIES FROM WHAT IS SHOWN ON THESE
CONSTRUCTION DRAWINGS SHALL BE COMMUNICATED TO ATC
ENGINEERING IMMEDIATELY FOR CORRECTION OR RE -DESIGN.
FAILURE TO COMMUNICATE DIRECTLY WITH ATC ENGINEERING OR
ANY CHANGES FROM THE DESIGN CONDUCTED WITHOUT PRIOR
APPROVAL FROM ATC ENGINEERING SHALL BE THE SOLE
RESPONSIBILITY OF THE GENERAL CONTRACTOR.
AL
AMERMCAN TOWER•
ATC TOWER SERVICES LLC
1 FENTON MAIN
SUITE 300
CARY, NC 27511
PHONE: (919) 468-0112
4069-11
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED, ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
15 STRICTLY PROHIBITED. NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION
REV. DESCRIPTION BY DATE
/0\ FOR CONSTRUCTION JMB 05/29/24
0
n
ATC SITE NUMBER:
211543
ATC SITE NAME:
ROUND LAKE WI
T-MOBILE SITE NAME:
AlN0963A
SITE ADDRESS:
11556W LAWRY ROAD
HAY WARD, W 154843
SEAL:
``�,,�������►<<�� I I rrrrr►rrr�r, 1 ��SCONS
SANTHOSHA •':
SHANBHOGUE
E-49097
oCARY W
,n NC for
Digitally Signed: 2024-05-30
IF soMobilee
ATC PROJ. #: 14762554 G4
CUST.ID: AlN0963A
OUST. #: A1N0963A
GENERAL NOTES
SHEET NUMBER: REVISION:
G-002 0
SITE PLAN NOTES:
1. THIS SITE PLAN REPRESENTS THE BEST PRESENT KNOWLEDGE
AVAILABLE TO THE ENGINEER AT THE TIME OF THIS DESIGN. THE
CONTRACTOR SHALL VISIT THE SITE PRIOR TO CONSTRUCTION
AND VERIFY ALL EXISTING CONDITIONS RELATED TO THE SCOPE OF
WORK FOR THIS PROJECT.
2. ICE BRIDGE, CABLE LADDER, COAX PORT, AND COAX CABLE ARE
SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL CONFIRM
THE EXACT LOCATION OF ALL PROPOSED AND EXISTING
EQUIPMENT AND STRUCTURES DEPICTED ON THIS PLAN. BEFORE
UTILIZING EXISTING CABLE SUPPORTS, COAX PORTS, INSTALLING
NEW PORTS OR ANY OTHER EQUIPMENT, CONTRACTOR SHALL
VERIFY ALL ASPECTS OF THE COMPONENTS MEET THE ATC
SPECIFICATIONS.
3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE
WITH THE T-MOBILE REPRESENTATIVE AND LOCAL UTILITY
COMPANY FOR THE INSTALLATION OF CONDUITS, CONDUCTORS,
BREAKERS, DISCONNECTS, OR ANY OTHER EQUIPMENT REQUIRED
FOR ELECTRICAL SERVICE. ALL ELECTRICAL WORK SHALL BE
PERFORMED IN ACCORDANCE WITH LATEST EDITION OF THE STATE
AND NATIONAL CODES, ORDINANCES AND REGULATIONS
APPLICABLE TO THIS PROJECT.
4. CONTRACTOR SHALL INSURE THAT ALL WORKING SPACE
REQUIREMENTS ARE MET PER APPLICABLE CODES AND
MANUFACTURER SPECIFICATIONS.
5. CONTRACTOR IS RESPONSIBLE FOR INITIAL FILL OF FUEL TO 90
OF TANK CAPACITY.
6. ABOVE GROUND CONDUITS NEED TO BE SUPPORTED/FASTENED
PER NEC 344, NEC 352, AND PER ATC CONSTRUCTION
SPECIFICATIONS.
7. THE FOLLOWING SIGNS SHALL BE INSTALLED AT TENANT SERVICE
MAIN DISCONNECT PER NEC 702.7.
7.1. "CAUTION: TWO SOURCES OF SUPPLY STANDBY GENERATOR
LOCATED OUTDOORS"
7.2. "WARNING: SHOCK HAZARD EXISTS IF GROUNDING ELECTRODE
CONDUCTOR OR BONDING JUMPER CONNECTION IN THIS
EQUIPMENT IS REMOVED WHILE ALTERNATE SOURCE IS
ENERGIZED"
7, ALL CONDUIT TO BE DIRECT BURY. ANY ABOVE GROUND CONDUIT
SHALL BE RIGID METAL. ALL CONDUIT TO BE STUBBED THROUGH
SLAB INTO BOTTOM OF GENERATOR.
RODENT CONTROL AROUND GENERATOR ENVELOPE:
1, INSTALL ALL PROVIDED SEALS, PLUGS, COVERS, ETC. IN
GENERATOR AND FUEL TANK ENVELOPE. SEAL ALL REMAINING
OPENINGS (EXCEPT NORMAL VENTING) WITH RODENT FOAM
SEALANT. NO OPENING SHALL BE LARGER THAN 1/4 INCH ANY
DIMENSION.
2. SEAL ALL CONDUITS INCLUDING CONDUITS ENTERING GENERATOR
EQUIPMENT, BOXES, ATTACHMENTS, ETC. WITH RODENT FOAM
SEALANT.
3. SEAL ALL CONDUIT ACCESS OPENINGS THROUGH CONCRETE PAD
WITH CONCRETE.
EXISTING T—MOBILE EQUIPMENT ON
A 7 10" X 8'-3" PLATFORM W/
12' X 16' GROUND SPACE
1 PROPOSED UNDERGROUND
5 CONDUITS AND SIZES PER
ONE LINE
PROPOSED
GENERATOR E-STOP
2 PROPOSEC
5 AUTOMATIC
TRANSFER SWITCF
PROPOSED H-FRAME
C-50
CH
I�
I,
I
PROPOSED
NEMA 3R JUNCTION BOX SIZED
PER NEC 314. TO SPLICE
FEEDER FROM PROPOSED ATS
TO EXISTING TENANT PANEL.
,IB `
46KW CZIRAC AC GENERATOR 1 s
ON 4' X 9' CONCRETE PAD AND GROUND SPACE. li•li[] 60 C•50
ANCHOR GENERATOR WITH SIMPSON WEDGE
ANCHORS OR APPROVED EQUIVALENT.
(SEE NOTE 5)
DETAILED SITE PLAN
GRAPHIC SCALE N
0 2.5 5
I
( IN FEET)
1 UNIT = 5 FEET
4'-10" X 5,-4"
PLATFORM
EXISTING T—MOBILE
METER AND SERVICE
MAIN DISCONNECT
it
AMEMCAN1rQVVER°
ATC TOWER SERVICES LLC
1 FENTON MAIN
SUITE 300
CARY, NC 27511
PHONE: (919) 466-0112
4069-11
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION,
REV. DESCRIPTION BY DATE
❑0 FOR STRUCTIDNJ JMB 05/29/24
❑
_
ATC SITE NUMBER:
211543
ATC SITE NAME:
ROUND LAKE WI
T-MOBILE SITE NAME:
Al N0963A
I SEAL:
SITE ADDRESS:
11556W LAWRY ROAD
HAY WARD, W 154843
j1111111111111111►11
SANTHOSHA
SHANBHOGUE
E-49097
o CARY
NC S
NA`
11111111111111 11,,
Digitally Signed: 2024-05-30
T--m 1.
ATC PROJ. #:I 14762554_G4
CUST.ID: AlN0963A
CUST #: AlN0963A
DETAILED SITE PLAN
SHEET NUMBER: REVISION:
C-101 0
9'.0•
94 @ 6" E. W
3/4"
CHAMFER
R1
EXISTING 6" EXISTING CRUSHED
COMPACTED FILL STONE OR GRAVEL
PAD NOTES: (SEE NOTE 2)
1. SUBGRADE AND FILL SHALL CONSIST OF CLEAN SOIL. DELETRIOUS MATERIAL AND
ORGANICS SHALL BE REMOVED.
2. MECHANICALLY COMPACT FOOTPRINT OF PAD PLUS 2' PERIMETER USING A
MECHANICAL PLATE TAMPER, MIN 3 PASSES. SEE ATC MASTER SPEC 312000 ACCESS
ROAD AND EARTH WORK.
3. USE GALVANIZED HILTI EXPANSION ANCHORS OR, APPROVED EQUAL, FOR
EQUIPMENT ANCHORAGE.
4. FOR SIZE AND LOCATION OF ANCHORS AND OTHER REQUIREMENT, SEE EQUIPMENT
VENDOR DRAWINGS.
(D GRAVEL PREPARATION
SCALE: N.T.S.
PAD NOTES:
1. SUBGRADE AND FILL SHALL CONSIST OF CLEAN SOIL. DELETERIOUS MATERIAL AND
ORGANICS SHALL BE REMOVED.
2. COMPACT SUBGRADE TO 95%.
3. USE GALVANIZED HILTI EXPANSION ANCHORS OR, APPROVED EQUAL, FOR EQUIPMENT
ANCHORAGE,
4. FOR SIZE AND LOCATION OF ANCHORS AND OTHER REQUIREMENT, SEE EQUIPMENT
VENDOR DRAWINGS.
5. DETAIL FOR ILLUSTRATIVE PURPOSES ONLY, MODIFY PER GENERATOR MANUFACTURER
SPECIFICATIONS TO ACCOMMODATE STUB UP.
I CONCRETE PAD FOR GENERATOR
SCALE: NOT TO SCALE
rtvrvo�u
,ENERATOR
'ROPOSED
/2"0 SIMPSON STRONG -BOLT® 2
VEDGE ANCHOR OR EQUIVALENT
V/ OVERSIZED FLAT WASHER.
3C TO INSTALL PER ICC# ESR-3037
PROPOSED
CONCRETE PAD
DRILL MINIMUM 1/2"0 HOLE X 4 1/8" DEEP
AT ANCHOR LOCATION
NOTE
INSTALL SIMPSON STRONG -TIE® STRONG -BOLT® 2 WEDGE
ANCHOR(S) STRICTLY PER INSTALLATION INSTRUCTIONS
INCLUDED WITH PRODUCT OR FOUND ONLINE AT
WWW.STRONGTIE.COM. PROPER INSTALLATION IS CRITICAL
FOR FULL PERFORMANCE.
GENERATOR ANCHORAGE DETAIL
J SCALE: NOT TO SCALE
AL 7
AMEMCAIV TOWS R®
ATC TOWER SERVICES LLC
1 FENTON MAIN
SUITE 300
CARY, NC 27511
PHONE: (919) 46"112
4069-11
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED, ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED, NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION.
REV. DESCRIPTION BY DATE
A FORCOMSTRUCTION JMB 05/29/24
A
A
ATC SITE NUMBER:
211543
ATC SITE NAME:
ROUND LAKE WI
T-MOBILE SITE NAME:
A1N0963A
SITE ADDRESS:
11556W LAWRY ROAD
HAY WARD, W 154843
SEAL:
�L111111111111i1�1
SANTHOSHA
SHANBHOGUE -
E-49097
o CARY
,7k-
rrrF`ffZIV �0 N A L�����`.
111111111
Digitally Signed: 2024-05-30
'F - -Mobile--
ATC PROJ. #: 14762554 G4
CUST.ID: AlN0963A
CUST. #: AIN0963A
CONSTRUCTION
DETAILS
SHEET NUMBER: REVISION:
C-501 0
EXISTING
VARIES MATCH TO EXISTING
OR FINISH TO PROPOSED CAP —
3'-0-
�
FA A
QR7kR�
PIPE ----------
— GRADES (SEE PLAN)
+,oaaetnvp°opaoo°va°o°cpr°o°pn°o
'
11T 3" STD GALVANIZED
opnn a°aOo°°°oipv°°aeo °ao L�F�n` PIPE
ea°ap °°°coca T6o°°Daa vo • rv� WARNING TAPE
Z
opn°pnp°e°° °o°a°a
�o�
`v
❑c°
Qaeoop°°vc 000� boo TRENCH UNISTRUT/H-FRAME
oa 9°oe pO� pe0°°poo a °e�L EXTENSION
°np oco° CLEAN COMPACT FILL
0
(TO BE FIELD LOCATED)
o°°°papo � on°�pBDbtropOOOp�
060°°°�.... a°°vopO°aaptrv�
a°°sao°N> ooptre°°oop°e°e° SCH 40 PVC CONDUIT
(POWER CONDUIT)
CLEAN SAND SUITABLE
FOR CONDUIT BEDDING
SCH 4D ALARM. CONTROL WIRING & 12. ""
COMMUNICATIONS WIRING (TYP.2) SCH 40 PVC CONDUIT
3" MIN. 3" MIN. (POWER CONDUIT)
TRENCH NOTES:
1. IF FREE OF ORGANIC OR OTHER DELETERIOUS MATERIAL, EXCAVATED
MATERIAL MAY BE USED FOR BACKFILL.
2. IF NOT, PROVIDE CLEAN, COMPACTIBLE MATERIAL. COMPACT IN 8" LIFTS.
REMOVE ANY LARGE ROCKS PRIOR TO BACKFILLING, CONTRACTOR TO VERIFY
LOCATION OF EXISTING U/G UTILITIES PRIOR TO DIGGING.
3. IF CURRENT AS -BUILT DRAWINGS ARE NOT AVAILABLE CONTRACTOR SHALL
HAND DIG U/G TRENCHING.
4. CONFIRM SPACING AND DEPTH WITH NEC OR LOCAL CODE REQUIREMENTS
5. AC POWER CONDUITS MUST BE 3" MINIMUM FROM OTHER AC CONDUITS AND 12,
MINIMUM FROM COMMUNICATIONS CONDUITS
GENERATOR SERVICE CONDUIT TRENCH
SCALE: NOT TO SCALE
COMMUNICATION
CONDUIT TO
GENERATOR
EXOTHERMIC WELD
COLD GALVANIZE
AFTER COOLING
1" CROWN
#2 SBTC
GROUND CONDUCTOR
TO GROUNDING
)
i
ELECTRODE
CONDUCTOR LOOP
12"0 CONCRETE FOOTING
(PRE -CAST WHERE ALLOWED
BY JURISDICTION)
UNISTRUT PIPE/CONDUIT
CLAMP P1119 OR P2558-35
(GALV.) (TYP.) FOLLOW
MANUFACTURER
RECOMMENDATIONS FOR
BOLT TORQUE
SECTION A -A
TRANSFER SWITCH
(SEE NOTE 7)
ELECTRICAL
CONDUITTO
Z POWER SOURCE
r ELECTRICAL
CONDUIT TO
GENERATOR
H-FRAME NOTES:
1. IF IT IS NECESSARY TO EXTEND THE H-FRAME, AN ADDITIONAL POST SHALL BE REQUIRED.
2. PROPOSED UNISTRUTS TO BE FIELD CUT AND SHALL NOT EXTEND MORE THAN 6 INCHES BEYOND THE LAST POST.
3. SPRAY ENDS OF UNISTRUT WITH COLD GALVANIZING SPRAY PAINT, ALLOW TO DRY, THEN COVER WITH RUBBER
PROTECTIVE CAPS FOR SAFETY.
4. UNISTRUT TO BE CUT FLUSH WITH NO SHARP OR JAGGED EDGES.
5. ALL PROPOSED HARDWARE TO BE MOUNTED AND GROUNDED PER MANUFACTURERS SPECS
6. ALL ITEMS ARE PROPOSED UNLESS OTHERWISE NOTED.
7. LAYOUT H-FRAME & PROPOSED EQUIPMENT EXACTLY AS SHOWN TO ALLOW FOR FUTURE EQUIPMENT. ANY
DEVIATIONS MUST BE APPROVED BY ATC CM, IN WRITING, NO EXCEPTIONS.
8. FOOTINGS SHALL BE ONE OF THE FOLLOWING: USS POLECRETE STABILIZER SYSTEM, PRECAST CONCRETE (WHERE
ALLOWED BY JURISDICTION) OR CAST IN PLACE. FOR PRECAST FOOTINGS, CONTRACTORS SHALL THOROUGHLY
COMPACT THE PERIMETER (2' MIN) OF FOOTING WITH MECHANICAL PLATE TAMPER.
H-FRAME
SCALE: N.T.S.
AME MOAN TOWER•
ATC TOWER SERVICES LLC
1 FENTON MAIN
SUITE 300
CARY, NC 27511
PHONE: (919) 468-0112
4069.11
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION.
REV. DESCRIPTION BY DATE
A0 FOR C,Qoj7RUCTlON JMB _Q�M
A
0
ATC SITE NUMBER:
211543
ATC SITE NAME.
ROUND LAKE WI
T-MOBILE SITE NAME:
AlN0963A
SITE ADDRESS:
11556W LAWRY ROAD
HAY WARD, W 154843
SEAL:
111 I I I I I► r r rrr��
tit CSC O NS �•,
'�
.�A'`
SANTHOSHA
SHANBHOGUE
E-49097
r
CARY
w
'.o
NC
�� I U NIA
IX-
Digitally Signed: 2024-05-30
T - -Mobile--
ATC PROJ. #:
14762554_G4
CUST.ID:
AlN0963A
CUST.#:
AlNO963A
CONSTRUCTION
DETAILS
SHEET NUMBER:
REVISION:
C-502
0
THIS DESIGN ONLY APPLICABLE TO
240V 1¢ UTILITY SERVICE. FIELD
VERIFY UTILITY SERVICE AND IF NOT
240V 10, HALT CONSTRUCTION AND
RE -PROCESS FOR RE -DESIGN
EXISTING
METER SOCKET WITH KWH
TENANT CIRCUIT BREAKER I
SERVICE ENTRANCE RATED.
l 20OAl2P I
UN —TERMINATE EXISTING
AT TENANT PANEL, PULL —
BACK INTO JUNCTION
BOX MAIN AND SPLICE
AS SPECIFIED.
VERIFY GROUND PER NEC
14"X20"X6" JUNCTION 1
BOX. SPLICE OR FEED
THROUGH AS REQUIRED
(SEE NOTES 2 AND 3)
TERMINATE GENERATOR SUPPORT CIRCUITS ON GENERATOR
WIRING TERMINAL STRIP. VERIFY OR INSTALL AS FOLLOWS:
1. BATTERY CHARGER- PRE -WIRED ON ONE 120V CIRCUIT.
2. BLOCK HEATER - HARD WIRED 120V CIRCUIT
EMERGENCY POWER OFF
(SEE NOTE 4)
GROUND PER NEC
J , r 48kW 10,1201240V, 3W, OPTIONAL
fi STANDBY GENERATOR
SEE TELCO AND POWER JOINT
TRENCH CONDUIT ON C-501
GENERATOR INSTALLATION NOTE: —
GENERATOR
MECHANICAL WELD.
CONNECTED INTERNALLY TO
CHANNEL FRAME WITH
DOUBLE LUG, SS HARDWARE.
#2 SBTC
GROUND CONDUCTOR, EXOTHERMIC
WELD TO GROUND RING.
COLD GALVANIZE AFTER COOLING.
343/0 AWG, #6 AWG G, IN 2" C INSTALL GENERATOR AND TRANSFER SWITCH WITH ALL SUPPLIED
ACCESSORIES PER MANUFACTURER'S INSTALLATION INSTRUCTIONS AND
_ SPECIFICATIONS. THIS INCLUDES, BUT IS NOT LIMITED TO, ACCESSORIES FOR
THE EXHAUST SYSTEM, FUEL SYSTEM, ENCLOSURE INTEGRITY (CAPS, PLUGS,
COVERS, ETC.), ELECTRICAL CONNECTIONS, AND GROUNDING CONNECTIONS.
PROPOSED 200A, 2P, 240V GENERATOR GROUNDING
AUTOMATIC TRANSFER 2 SCALE: NOT TO SCALE
SWITCH WIRED AS A
NON -SEPARATELY
DERIVED SYSTEM (TYP)
�— 3-#3/0,
(1) #6 AWG G,
2 C COMMUNICATIONS CABLE
IN 3/4" C
'Ni P
2 NIP
TENANT
PANEL
EXISTING (4) #12 CU AWG THWN PROPOSED 3/4"
SSC (1) #12 CU AWG G CONDUIT FROM
IN 3/4" C GENERATOR TO SSC
FROM GENERATOR BLOCK FOR COMMUNICATIONS
ONE -LINE NOTES: HEATER AND BATTERY CHARGER
1. CONNECT CPS PER HTS OWNERS MANUAL -SECTION 3.11.2 INSTRUMENT PACKAGE
2. SPLICE WITH "POLARIS" TAPS OR APPROVED EQUAL, SECURELY WRAPPED WITH
COMMERCIAL GRADE NYLON ELECTRICAL TAPE AFTER INSTALLATION IS
COMPLETE.
3. UTILIZE EXISTING ENCLOSURES FOR SPLICING (PER NEC 312.8) OR INSTALL NEW
JUNCTION BOX AS APPLICABLE PER SITE CONDITIONS AND CODES. SIZE JUNCTION
BOX AS PER NEC 314.28
4. EMERGENCY POWER OFF PUSHBUTTOM IN WEATHERPROOF ENCLOSURE FOR
REMOTE SHUTDOWN OF GENERATOR ENCLOSURE. FURNISHED BY GENERATOR
MANUFACTURER AND INSTALLED BY CONTRACTOR. CONNECT TO Y TERMINALS
LOCATED NEAR T132 VIA 2#18 AWG WIRES IN 1/2" LFMC.
5, THE PROPOSED GENERATOR COMES CONFIGURED BY THE MANUFACTURER, IS UL
LISTED, AND IS EXPECTED TO SHIP WITH EITHER A 20OAl2P OR 175A/2P MAIN
CIRCUIT BREAKER INSTALLED BY THE MANUFACTURER.
1 ELECTRICAL ONE -LINE DIAGRAM
SCALE: NOT TO SCALE
AL
AMERICAN TOWER°
ATC TOWER SERVICES LLC
1 FENTON MAIN
SUITE 300
CARY, NC 27511
PHONE: (919) 468-0112
4069-11
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED, NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION,
REV. DESCRIPTION BY DATE
QO FOR aNSTRUCTION JMB Obi 2
0
A
A
ATC SITE NUMBER:
211543
ATC SITE NAME:
ROUND LAKE WI
T-MOBILE SITE NAME:
AlN0963A
SITE ADDRESS:
11556W LAWRY ROAD
HAY WARD, W 154843
SEAL
0
%111111101111111.
O
�•` SANTHOSHA
''s
SHANBHOGUE
E-49097
CARY
All NC
A' A L'
IIIIIIIII��
Digitally Signed: 2024-05-30
1� -Mobile-
ATC PROJ. #: I 14762554—G4
CUST.ID: A1N0963A
OUST. #: I AlN0963A
ELECTRICAL ONE -LINE
AND WIRING DETAILS
SHEET NUMBER: REVISION:
E-601 0
RD048 I 3-4L I 48kW
INDUSIHIAL DIESEL GENEHAIOH SEr
Standby Power Rating
48 IcW, 60 Hz
CODES AND STANDARDS
Not all codes and standards apply to all configurations.
Contact factory for details.
@ UL2200, UL508, IJL489, UL142
UPI CSAC222
VDIN BS5514 and DIN 6271
SAE J1349
L�J
NFPA 37, 70, 99
r4P"
t : r
ISO 30461 8528, 9001
jVjF
NEMA IGS1, ICS10, MG1.250, IGS6,
AB1
4,...wo.rsw4a Mn.
ANSI/FFF C6241
GENERAL I INDUSTRIAL
r..g Wfa P.P_ *
POWERING AHEAD
For over 50 years, Generac has led the industry with
innovative design and superior manutacturing. Generac
ensures superior quality by designing and manufacturing
most of its generator components, including alternators,
enclosures and base tanks, control systems and
communications software.
Generac's gensets utilize a vide variety of options,
configurations and arrangements, allowing us to meet
the standby power needs of practically every application.
Generac searched globally to ensure the most reliable
engines power our generators. We choose only engines that
have already been proven in heavy-duty industrial application
under adverse conditions.
Generac is committed to ensuring our customers' service
support continues after their generator purchase.
RD048 I 3AL I 48kW
INDUSTRIAL DIESEL GENERATOR SET
OIMFNSIONS ANO WEIGHTS`
Weights and Dimensions
48kW Fuel Consumption
Fuel Tank Gross Total Capacity 240
U
(Run Hours Based on Netet _-sUs,able Capacity) 206
Run Hours 100% Load 52
Run Hours 75% Load 67
Run Hours 50% Load 96
Rated Load Sound Output al 23f1- dB(A)
GENERAL'' INDUSTRIAL
111111I j
:��• �rrasl "at6 rr � de„� �rL�o•,i n%rae ".1.m� n si[ w�M,� ere Is P�'^^mY PaP�r ail Aes:� cmz.l! a Serss PoxQSy�c t�emNe Dede b aeYisd imhl�,cn Lvri�
Ge P. erSy.h_ k. I POE..B I A.*ea. l531" .4 x:
P 1?62) SU4811 C2016uw Pawn SVv 1. N n ft -.,.d w urcac.am. arz atjeltlo I-V. w0r '. rases Pn. 6- a O&W116
1 GENERATOR SPECS
SCALE: N.T.S.
NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDE
BY REQUEST OF CUSTOMER WITHOUT EDIT,
SUPPLEMENTAL
SHEET NUMBER: REVISION:
R-601 0
GENERAC &
Automatic Service and Non -Service Rated
Transfer Switches Automatic Transfer Switches
OEM -
Models: RXSG10OA3
R)(Se N150A3
RXSC20OA3
W. W20OA3
Description
This series of Generac Aummalic Transfer Switches is designed for use with single phase generaEors that Id®e an Evolution- of Nexus- Conunller. The
100 and 200 Amp open transition switches are av2JW* in single phase in both service ec ign ent rated and non -service equipment raced confog<IrMions.
The 150 Amp open oarriton switch is only available in a service rarev equipment canfguration.
Standard Features
Service rated (RXSW) Genera Automatic Transfer Switches are housed in an alumirum NEAMA Type Ski enclosure*, with electior=-Aly applied and
baked powder paint TFe Heavy 13xiy Gerel sa Contacfat r, an ETL fecopw2d device, designed for years of service. The controller attire generAw handles
al the firr,iq, sensing, exercising funcWrin. and fiat ;fir : ommands. A I swg &-m are covered by a five year limited warranty.
1 Iran-:,ervice rained (RKSC) swkhes are housed in a sal enclosure.
Load Management Technology
Thnxo the use of fhe integrated Smart K Module (SACfIA, these imxt'Es have the capability to manage up to four indnridual HVAC (24 VAC
eontrrcled) beads wth no acditonal hardware. When used in tandem v& eameal 5matt Management Modules, a foam ol eIjht more loads can be
managed, providingthe most in= aft,.r efficient power management options available.
CENERAC`SPECS
SCALE: N.T.S.
NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED
BY REQUEST OF CUSTOMER WITHOUT EDIT
SUPPLEMENTAL
SHEET NUMBER: REVISION:
R-602 0