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SITE NAME: CO3 MID MOUNTAIN
PROJECT: NEW BUILD - DAS
ADDRESS. 560 E. LIONSHEAD CIRCLE
VAI L, CO 81657
PROJECT TEAM
OWNER CONTACT
BARTON P.FILIPIAK
AMERICAN TOWER CORPORATION
1658 COLE BLVD.,SUITE 205
LAKEWOOD,C080401
PHONE:949.442.6400 x2528
CELL:919.443.5978
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PROJECT DESCRIPTION
INSTALL OUTDOOR EQUIPMENT IN EX�STING E�UIPMENT
AREA&GPS ANTENNA.
DIRECTIONS
TAKE I-70 W.TOWARD GRAND JUNCTION.TAKE EXIT 176 TOWARD
VAIL.FOLLOW 1ST ROUND-ABOUT TO VAIL RD.AT THE 2ND
ROUND-ABOUT TAKE THE 1ST EXIT ONTO S.FRONTAGE RD.W.
TURN LEFT ONTO E.LIONSHEAD CIRCLE PARKING GARAGE.SITE
WILL BE AT RIVA BAHN GONDOLA BASE.
PROJECT DATA
JURISDICTION: - TOWN OF VAIL
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�••�� ZONING DESIGNATION:
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��'� � OCCUPANCY GROUP:
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� { K�+�° CONSTRUCTION TYPE:
FULLY SPRINKLERED:
PROJECT MANAGER
VERIZON WIRELESS
CONSTRUCTION ENGINEER
CHAD WEBER
3131 S.VAUGHN WAY
SUITE 550
AURORA,CO 80014
CELL:303.503.6700
2101-072-20-004
- MIXED USE 1
- U
- V-B
- NO
GOVERNING CODES IF APPLICABLE:
2012 IBC,2012 IMC,2012 IFC,2014 NEC,
A.D.A.COMPLIANCE:
THIS FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.
ARCHITECT RF ENGINEER
CHARLES STECKLY,AIA VERIZON WIRELESS
CSAi GREG CHAMBERLIN
5935 S.ZANG STREET 3131 S.VAUGHN WAY
SUITE 280 SUITE 550
LITTLETON,CO 80127 AURORA,CO 80014
PHONE:303.932.9974 PHONE:402.305.2775
FAX:303.932.6561
VICINITY MAP
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ELECTRICAL
DENNIS GREVEL,P.E.
12311 WEST PRENTICE PLACE
LITTLETON,CO 80127
PHONE:303.478.3337
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DRAWING INDEX
SHEET DESCRIPTION
T1.0 TITLE SHEET
G1.0 GENERAL NOTES
A1.0 SITE PLAN
A1.1 ENLARGED SITE PLAN
A2.0 ELEVATION
A3.0 DETAILS
A3.1 FENCING DETAILS
E1.0 PANEL SCHEDULE&ONE LINE DIAGRAM
E1.1 ELECTRICAL PLAN
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3131 S.VAUGHN WAY,SUITE 550
AURORA,CO 80014
PROJECT INFORMATION
SITE NAME
CO3 MID MOUNTAIN DAS
SITE I.D.
560 E.LIONSHEAD CIRCLE
VAIL,CO 81657
A OB/25/14 CO REVIEW J�L
B 04/15/15 COREVIEW GOB
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5935 SOUTH ZANG STREET,SUITE 280
LITTLETON,COLORADO 80127
OFFICE:303.932.9974
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1.DRAWINGS ARE NOT TO BE SCALED,WRITTEN DIMENSIONS TAKE PRECEDENCE,AND THIS
SET OF PLANS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSED ONLY,UNLESS
NOTED OTHERWISE.THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE
FURNISHING ALL MATERIALS,EQUIPMENT,LABOR,AND ANYTHING ELSE DEEMED NECESSARY
TO COMPLETE INSTALLATIONS AS DESCRIBED HEREIN.
2.PRIOR TO THE SUBMISSION OF BIDS,THE CONTRACTORS INVOLVED SHALL VISIT THE JOB
SITE AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED
PROJECT,WITH THE CONSTRUCTION AND CONTRACT DOCUMENTS,FIELD CONDITIONS AND
CONFIRM THAT THE PROJECT MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING
WITH CONSTRUCTION.ANY ERRORS,OMISSIONS,OR DISCREPANCIES ARE TO BE BROUGHT TO
THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING.
�r'� �G _,?,� � 3.THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH
� CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE
`���� � �A �' _ CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS.
a, f d � �� ��� 4.THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN.THE
=�• CONTRACTOR SHALL BE SO�ELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS,
�% TECHNIQUES,SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE
"/� WORK UNDER THE CONTRACT.
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5.THE CONTRACTOR SHAIL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO
MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL
CODES OR ORDINANCES TAKE PRECEDENCE.
6.ALL WORK PERFORMED ON PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT
ACCORDANCE WITH ALL APPLICABLE CODES,REGULATIONS,AND ORDINANCES.CONTRACTOR
SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS
AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY,MUNICIPAL AND UTILITY COMPANY
SPECIFICATIONS,AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE
PERFORMANCE OF THE WORK.
7.THE STRUCTURAL COMPONENTS OF THIS PROJECT SITEIFACILITY ARE NOT TO BE ALTERED
7 - NOT USED 4 - NOT USED BY THIS CONSTRUCT�ON PROJECT UNLESS NOTED OTHERWISE.
8.ANTENNA SUPPORTING STRUCTURE IS UNDER A SEPARATE CONTRACT.THE CONTRACTOR
SHALL ASSIST ANTENNA INSTALLATION SUBCONTRACTOR IN TERMS OF COORDINATION AND
S1TE ACCESS.ERECTION SUBCONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF
PERSONNEL AND PROPERTY FROM HAZARDOUS EXPOSURE TO OVERHEAD DANGERS.
9.GENERAL CONTRACTOR SHALL PROVIDE AT THE PROJECT SITE A FULL SET OF
CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR
CLARIFICATIONS FOR THE USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT.
10.DETAILS INCLUDED HEREIN ARE INTENDED TO SHOW END RESULT OF DESIGN.MINOR
MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS OR SITUATIONS.AND SUCH
MODIFICATIONS SHALL BE INCLUDED AS PART OF THE SCOPE OF WORK.
11.THE FACILITY IS CELLULAR RADIO EQUIPMENT AND ANTENNAS.
12.THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING
IMPROVEMENTS,EASEMENTS,PAVING,CURBING,ETC.DURING CONSTRUCTION UPON
COMPLETION OF WORK.CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE
OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY.
13.CONTRACTOR SHALL ENSURE THE GENERAL WORK AREA IS KEPT CLEAN AND HAZARD
FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT,DEBRIS,RUBBISH AND REMOVE
EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY,PREMISES SHALL BE LEFT IN
CLEAN CONDITION AND FREE FROM PAINT SPOTS,DUST,OR SMUDGES OF ANY NATURE.
14.THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE
snrreRV saeciFicnnoN: CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK.
CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS
(SAFT TELX NI-CAD TXL 180,NON-SPILLABLE)EACH CELL HAS AN ELECTROLYTE CAPACITY OF.DS GALLONS EACH. OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID
INSTALLATION INCLUDES UP TO TWO STRINGS OP 38 CELLS,RESULTING IN AN AGGREGATE ELECTROLYTE VOLUME OF 1.9 CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WiTH
ca��oNS. THE INTENT OF THESE DOCUMENTS.THE BIDDER SHALL BEAR THE RESPONSIBILITY OF
A.STATIONARV NICKEL CADIUM(Ni-Cd)SYSTEM CONTAINS LESS THAN 50 GALLONS OF ELECTROLYTE THEREFORE DOES NOT NOTIFYING QN WRITING)THE ARCHITECT/ENGINEER OF ANY CONFLICTS,ERRORS,OR
HnvE ro coMa�rwisECrioN iFC soe OMISSIONS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL.IN THE EVENT OF
DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK,
6 - NOT USED 3 - HAZMAT REVIEW UNLESSDIRECTEDOTHERWISE.
CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE �5.SPECIAL INSPECTION TESTING REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED BY
JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY AN INDEPENDENT SPECIAL INSPECTOR PER SECTION 1701 OF THE UNIFORM BUILDING CODE
DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. (UBC)FOR THE FOLLOWING:
THESE DRAWINGS ARE TO SCALE WHEN PLOTTED ON 11X17 SHEET. A.CONCRETE:DURING THE TAKING OF CONCRETE TEST SPECIMENS AND PLACING
CALL BEFORE YOU DIG-COLORADO LAW REQUIRES 3 WORKING DAYS NOTICE FOR STRUCTURAL REINFORCING AND STRUCTURAL CONCRETE,VERIFY REINFORCING SIZE,
CONSTRUCTION PHASE. PLACEMENT AND GRADE.
THESE DRAWINGS MAY NOT SHOW ALL UNDERGROUND PIPING AND UTILITIES.THE B BOLTS,AND ANCHORS IN CONCRETE HOLD-DOWN ANCHOR BOLTS,INSPECT SIZE,LENGTH,
CONTRACTOR SHALL EXERCISE EXTREME CARE DURING ALL EXCAVATION AND OTHER TYPE(EXPANSION,EPDXY)AND SPACING.
CONSTRUCTION ACTIVITIES.
UTILITY NOTIFICATION CENTER OF COLORADO-1$00-922-1987
VERIZON WIRELESS IS RESPONSIBLE FOR ALL UTILITY LOCATES AND UTILITY RELOCATIONS UNDERGROUND SERVICE ALERT
REQUIRED FOR THIS INSTALLATION.VERIZON WIRELESS WI�L SCHEDULE AND COORDINATE � UTILITY NOTIFICATION CENTER OF COLORADO
ALL WORK WITH THE OWNER TO ENSURE NO DISRUPTION TO OWNERS OPERAT�ONS. � 1-800-922-1987
WWW.UNCC.ORG
SUBCONTRACTORS SHALL VERIFY ALL PLANS&EXISTING DIMENSIONS&CONDITIONS ON THE 3 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION
JOB SITE&SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES
BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME
5 - NOT USED 2 - GENERAL CONTRACTOR NOTES 1 - GENERAL NOTES
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VERIZON WIRELESS SERVICES
3131 S.VAUGHN WAY,SUITE 550
AURORA,CO 80014
PROJECT INFORMATION
SITE NAME
CO3 MID MOUNTAIN DAS
SITE I.D.
560 E LIONSHEAD CIRCLE
VAIL,CO 81657
A OB/25/14 C�REVIEW J�L
B 04/15/15 CD REVIEW GOB
C OS/26/15 COREVIEW GOB
0 O6/04/15 CLIENTCOMMENTS G08
0 08/26/15 CD ISSUE SGP
5935 SOUTH ZANG STREET,SUITE 280
LITTLETON,COLORADO 80127
OFFICE:3D3.932.9974
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VAIL,CO 81657
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VAIL,CO 81657
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SITE NAME
CO3 MID MOUNTAIN DAS
SITE I.D.
560 E.LIONSHEAD CIRCLE
VAIL,CO 81657
A 08/25/14 CDREVIEW J�L
B 04/15/15 CO REVIEW GOB
C 05/26/15 C�REVIEW GOB
D O6/04/15 CLIENT COMMENTS GOB
0 08/26/15 C�ISSUE SGP
5935 SOUTH ZANG STREET,SUITE 280
LITTLETON,COLORADO 80127
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1. GATE POST,CORNER,TERMINAL OR PULL POST SHALL BE 3"0 SCHEDULE 40 FOR
GATE WIDTHS UP THRU 6 FEET OR 12 FEET FOR DOUBLE SWING GATE PER
ASTM-F1083.
2. LINE POST:2-3/8"0 SCHEDULE 40 PIPE PER ASTM-F1083.4"0 SCHEDULE 40 AT
PPC,METER AND DISC.SW.
3. GATE FRAME:1 1/2"0 SCHEDULE 40 PIPE PER ASTM-F1083.
4. TOP RAIL&BRACE RAIL: 1 1l4"0 SCHEDULE 40 PIPE PER ASTM-F1083.
5. FABRIC:9 GA.CORE WIRE SIZE 2"MESH,CONFORMING TO ASTM-A392 CLASS 1.
6. TIE WIRE:MINIMUM 11 GA GALVANIZED STEEL INSTALL A SINGLE WRAP TIE WIRE
AT POSTS AND RAILS AT MAX.24"INTERVALS.INSTALL HOG RINGS ON TENSION
WIRE AT 24"INTERVALS.
7. TENSION WIRE:7 GA.GALVANIZED STEEL.
8. GATE LATCH: 1-3/8"O.D.PLUNGER ROD W/MUSHROOM TYPE CATCH AND
9. LOCK(KEYED ALIKE FOR ALL SITES OR COMBINATION AS SPECIFIED BY PROJECT
MANAGER).
10. LOCAL ORDINANCE FOR BARBED W�RE PERMIT SHALL GOVERN INSTALLATION.
11. ALL WORK SHALL CONFORM WITH THE DESIGN AND CONSTRUCTION
SPECIFICATIONS FOR FENCES.
12. INSTALL FENCING PER ASTM F-567,SWING GATES PER ASTM F-900.
N.T.s. 1- FENCING NOTES
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3131 S.VAUGHN WAY,SUITE 550
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PROJECT INFORMATION
SITE NAME
CO3 MID MOUNTAIN DAS
SITE I.D.
560 E.LIONSHEAD CIRCLE
VAIL,CO 81657
A 08/25/14 CD REVIEW JDL
B 04/15/15 C�REV�EW GOB
C OS/26/15 CD REVIEW GOB
D O6/04/75 CLIENT COMMENTS GOB
0 08/26/15 C�ISSUE SGP
5935 SOUTH ZANG STREET.SUITE 280
LITTLETON,COLORADO 60127
OFFICE:303.932.9974
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1. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL
JOB SITE CONDITIONS AND WORK TO BE PERFORMEO UNDER THIS
CONTRACT CONTRACTOR IS RESPONSIBLE FOR ALL FIELD
VERIFICATION
2. THESE PLANS ARE D�AGRAMMATIC ONLY.AND NOT TO 8E SCALED.
3 EIECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR,MATERIALS,
INSURANCE,EOUIPMENT,INSTALLATION,CONSTRUCTION TOOLS,
TRANSPORTATION,ETC FOR A COMPLETE AND PROPERLY
OPER.4TIVE SYSTEM ENERGIZED THROUGHOUT AND AS INDICATED ON
DRAWINGS,AS SPECIFIED HEREIN ANO/OR AS OTHERWISE REOUIRED.
4 ALl MATERIALS AND EQUIPMENT SHALL BE NEW ANO IN PERFECT
CONDITION WHEN INSTALLED AND SHAIL BE OF THE BEST GRADE
AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACH CLASS
OR GROUP OF EOUIPMENT MATERIALS SHALL BE LISTED AND
APPROVED BY UNDER•WRITER'S LABORATORY ANp SHALL BEAR THE
INSPECTION LABEL"J"WHERE SU&IECT TO SUCH APPROVAL
MATERIALS SHALL MEET WITH APPROVAL OF THE DIVISION OF
INDUSTRIAL SAFETY AND ALL GOVERNING BODIES HAVING
JURISDICTION MATERIALS SHALL BE MANUFACTURED IN
ACCORDANCE WITH APPLICABLE STAtJDARDS ESTABLISHED BY ANSI,
NEMA,AND NBfU.
5 ALL CONDUIT INSTALLEO SHALL BE SURFACE MOUNTED UNLESS
OTHERWISE NOTED.
6 ELECTRICAL CONTRACTOR SHALL CARRY OUT HIS WORK IN
ACCORDANCE WITH ALL GOVERNING STA7E,COUNTY,LOCAL CODES
AND O.S.H.A.
7. ELECTRICAL CONTRACTOR SHALL SECURE ALL NECESSARY
ELECTRICA�PERMITS,AND PAY ALl REQUIRED FEES.
8 COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF NO LESS
THAN ONE YEAR AFTER THE DATE OF JOB COMPLETION.ANY WORK.
MATERIAL,OR EQUIPMENT FOUND TO BE FAULTY DURING THAT
PERIO�SHALL BE CORRECTED AT ONCE,UPON WRITTEN
NOTIFICATION,AT THE EXPENSE OF 7HE ELECTRICAL CONTRACTOR
9 ALL CONDUIT ONLY{C.0)SHALL HAVE A PULL WIRE OR ROPE,AND
TRUE TAPE.
10 PROVIDE THE OWNER WITH ONE SET OF COMPLETE DIMENSIONS
AND CIRCUITS,WITHIN 10 WORKING DAYS OF PRQIECT COMPLETION
ELECTRICAL'AS BUILT"DRAWINGS,SHOWING ACTUAL
11 ALL BROCHURES,OPERATING MANUALS,CATALOGS,SHOP
ORAWINGS,ETC SHALL BE TURNED OVER TO PROJECT MANAGER AT
JOB COMPLETION
12 USE T-TAP CONNECTIONS ON A�L MULTI-CIRCUITS WITH CAMMON
NEUTRAL CONDUCTOR FOR LIGHTING FIX7URE ALL CONDUCTORS
SHALL BE COPPER
13. THE EXTERIOR GROUND RING SHALL BE TESTED PER VERIZON
WIRELESS SPECIFICATIONS AND SHALL HAVE A RESISTANCE TO
EARTH OF 5 OHMS OR LESS.IF NOT NOTIFY ENGINEER.
14. ALL CIRCUI7 BREAKERS,FUSES AND ELECTRICAL EQUIPMENT SHAI.L
HAVE AN INTERRUPTING RATING NOT LESS THAN THE MAXIMUM
SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE SUBJECTEO,AND
A MINIMUM OF 10,000 A I.0
15 THE ENTIRE ELECTRICAI INSTALLATION SHALL BE GROUNDED AS
REQUIRED BY ALL APPLICABLE CADES_
16. PATCH,REPAIR AND PAINT ANY AREA THAT HAS BEEN DAMAGED IN
THE COURSE OF THE ELECTRICAL WORK.
5 - ELECTRICAL NOTES
_�_�UNDERGROUND GROUND CONDUCTOR
RACCWAY
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• EXOTHERMIC WELD
17 IN DRI�LING HOLES INTO CONCRETE(WHETHER FOR FASTENING OR
ANCHORING PURPOSES OR PENETRATIONS THROUGH THE FLOOR
FOR CONDUIT RUNS,PIPE RUNS,ETC.)IT MUST BE CLEARLY
UNOERSTOO�THAT TENDONS AND REBARS WILL NOT BE DRILLED
INTO,CUT,OR DAMAGED UNDER ANY CIRCUMSTANCES.
18 LOCATION OF TENDONS AND RE-BARS ARE NOT OEFINITELY KNOWN
AND THEREFORE MUST BE SEARCHED FOR 8Y APPROPRIATE
METHODS ANO EQUIPMENT VIA X-RAY,OR OTHER DEVICES THAT CAN
ACCURATELY LOCATE THE REINFORCING STEEL TEt�ONS
19 PENETRATIONS IN FIftE RATED WALLS SHA�L BE FIRE STOPPED IN
ACCORDANCE WITH APPLICABLE LOCAL BUIIDING CODES USING U.L
RATED MATERIALS
20 ELECTRICAL CONTRACTOR IS TO COOROINATE WITH UTIIITY
COMPANY FOR CONNECTION OF TEMPORARY AND PERMANENT
POWER TO THE SITE.THE TEMPORARY POWER AND ALL HOOK-UP
COSTS SHALI BE PAID BY THE CONTRACTOR
21 ELECTRICA�CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ANDJOR
CATAIOG CU7-SHEETS ON ALL NON-SPECIFIED ORIGINAL MATERIALS
AND EOUIPMENT,TO PROJEC7 MANAGER PRIOR TO COMMENCEMENT
OF THE WORK.
22. UPON COMPLETION OF WORK,CONDUCT CONTINUITY AND SHORT
CIRCUIT,AS WELL AS,GROUNDING TEST GROUNDING TEST SHALL BE
PERFORMED BY INOEPENDENT TESTING AGENCY,WITH WRITTEN
REPORT SUBMITTED TO THE PROJECT MANAGER FOR REVIEW AND
APPROVAL.
23. CLEAN PREMISES DAILY OF ALL DEBRIS RESULTING FROM WORK AND
IEAVE WORK PREMISES IN A COMPLETE AND UNDAMAGED
CONDITION.
24. ALL EXTERIOR WALL PENETRATIONS SHALL BE SFALED WITH
POLYSEAM SEALANT
25. ALL�2 TINNED BARE COPPER DOWNLEADS TO BE PROTECTED BY 112"
P V C.PIPE AND SECURED.
26. COMPRESSION FITTINGS TO BE USED ON ALL CONDUITS(NO SET
SCREWS)
27. ALL ii6 STRANDED COPPER WITH GREEN INSULATION TO BE
ATTACHED WITH CRIMPED DOUBLE LUG,ATTACHED WITH NUTS,
BOLTS AND STAR WASHERS TYPICAL AND NO-OX GREASE BETWEEN
LUG AND BUS BAR
28 ALL ABOVE GROUND CONOUIT SHALL BE EMT GALVANIZED CONOUIT
WITH WEATHERPROOF fITfINGS
29. LABEL PANEL WITH AVAILABLE FAULT VALUE(PERMANENT tABEL)
'DATE OF JOB COMPLETION SHALL BE THE DATE ON THE CONTR,4CTOR'S
"NOTICE OF COMPLETION"SUBMITTED TO THE OWNER
• COMPRESSION TYPE
CONNECTION
� TEST WELL
;� ; AUTOMATIC
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GENERATOR
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OGENERATOR RECEPTACLE
PANEL: LA
120/2� VOLTS 3 PHASE 3 WIRES,SN, 200 AMP BUS 200 AMP MAIN MC8
10.000 A I.C.RATING(MINIMUM),NEMA 3R ENCLOSURE, SURFACE ENCLOSURE
PHASE A: 9160 VOLTAMPS PHASE B: 8700 VOLTAMPS PHASE B: 8980 VOLTAMPS
PANEL LOAD CALCULATIONS
LIGHTS 200 VOLTAMPS X 1.25= 250 VOLTAMPS
RECEPTACLES-1ST 10KVA 720 VOLTAMPS X 1.00= 720 VOLTAMPS
CABINET A AIR CONDITIONER 2000 VOLTAMPS X 1.25= 2500 VOLTAMPS
CABINET B AIR CONDITIONER 2000 VOITAMPS X 1.00= 2000 VOLTAMPS
RECT 20800 VOLTAMPS X 1 00= 20800 VOLTAMPS
OTHER `� VOL7AMPS X 1 QO= 0 VOLTAMPS
26270 TOTAL DEMAND
72.9 AMPS,30,4W
2 - PANEL SCHEDULE
300 KVA,120/208V 30, �%
4W TRANSFORMER
ISC=52,OOOA
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ISC=17,660A
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C 4-3/0 THHN CU.
A.400A FEEDER
F=1.7332 x 120FT x 52.00A=1 9
26,960 x 208V
M= 1 =.034
7+19
ISC=0.34 x 52,OOA=17,680AIC
B 1 DOA FEEDER
F=1.73 x 35FT x 17,6BOA=0 87
5907 x 208V
M= 1 =0.53
1+0.97
ISC=0 53 x 17,680A=9,370 AIC
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SITE I.D.
560 E LIONSHEAD CIRCIE
VAI L,CO 81851
A OB175ii4 CDftEVIEW J�L
B MH5I75 CQqEVIEW GOB
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VAIL.CO B7657
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