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APPLICANT: CROWN CASTLE USA ' e
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StTE INFORMATION VICWITY MAP APPROVALS
PROJECT NAME: VAIL DAS • CONSTRUCTION MANAGER:
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DESIGN TYPE: DISTRIBUTED ANTENNA SYSTEM (DAS) CROWN REPRESENTATIVE:
JURISDICTION: CITY OF VAIL �� LAND OWNER:
COUNTY: EAGLE COUNTY o S''�suryF„
STATE: COLORADO � p � �'"f'kr�,�
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ZONING CODE: m �\.
o���PAN�Y: nccESSORV To s-, �a,,, o :- 1 DRAWING INDEX
OCCUPANT LOAD: N/A »��-�_� . ' � _��
CONSTRUCTION TYPE: TYPE I—A
FULLY SPRINKLED: YES � SHEET
A.D.A. COMPLIANCE: THIS FACILITY IS UNMANNED & NOT FOR HABITATION " Sf-;��,�,�d�, __ !� N� S H E E T T I T L E ISSUE DATE:
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GOVERNING CODES: ALL WORK AND MATERIALS SHALL BE � n MAY.� �.2014
INSTALLED IN ACCORDANCE WITH THE 2012 IBC c` T-1 TITLE SHEET
AND 2011 NEC CODES AS WELL AS CITY & l .,�a' A-0 PHOTOSIMULATION AND VICINITY PLAN SITE INFORMATION:
COUNTY TELECOMMUNICATION FACILITY REQ'S. = S ITE ,�„�, � .���� w A-1 SITE PLAN
APPLICANT: CROWN CASTLE USA � €sneadowor A-2 ENLARGED ROOF AND MEZZANINE PLAN
PROPERTY OWNER: TOWN OF VAIL w ci.��n � :�i ° A-3 SOUTH ELEVATION DAS INSTALLATION
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POWER COMPANY: HOLY CROSS s�„„�„ain� - �o�,,,,a��„���. � " A-4 POLE DETAILS
TELCO COMPANY: CENTURYLINK ""r"''' "'
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GONTAGT INFORMATION FROM oEN�ER, �o: DRIVING DIRECTIONS SP-2 STR��T�RA� oETA��s ��
SP-3 STRUCTURAL DETAILS
CONSTR.MNGR: FIBER ENG.:
CROWN CASTLE HORROCKS ENGINEERS 1. TAKE I-70 W TOWARD GRAND JCT 85.0 MI REPLACEMENT LIGHT POLE + CAMERA
CONTACT: DANIEL NUESKE CONTACT: BRIAN CHRISTENSEN 2. TAKE EXIT 176 TOWARD VAIL 0.2 MI E-1 ONE—LINE DIAGRAM, NOTES AND FAULT CALCULATIONS
PHONE: 720-355-6817 PHONE: 801-763-5207 3. TAKE THE 1ST LEFT TOWARD VAIL RD 66 FT SHEETTITLE:
4. TURN RIGHT ONTO VAIL RD 338 � DO NOT SCALE DRAWINGS
ARCHITECT: 5. AT THE TRAFFIC CIRCLE, TAKE THE 3RD EXIT ONTO S FRONTAGE RD E 0.4 MI
STUDIO—Z ARCHITECTURE, LLC 6. TURN RIGHT ONTO VAIL VALLEY DR 0.1 MI
CONTACT: AARON ZIMMER CONTRACTOR SHALL VERIFY ALL PLANS, AND EXISTING DIMENSIONS, AND CONDITIONS ON THE JOB COVER SHEET
PHONE: 303-870-2276 SITE IS LOCATED ON THE WEST SIDE OF THE VAIL TRANSPORTATION CENTER/SKI MUSEUM SITE, AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE
PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME
STRUCTURAL ENG.:
KRM CONSULTANTS, WC.
CONTACT: TIM HENNUN °
UTILITY NOTIFICATION CENTER SHEETNUMBER:
PHONE: 970-949-9391 �
TOLL FREE 1�800�227�2600 T_�
THREE WORKING DAYS BEFORE YOU DIG
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SHEET NUMBER:
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24"dia. RF—TRANSPARENT CANISTER , �y' ,f
NEW VAIL—APPROVED\� 10-3/4"dia. POLE (BELOW) `
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1. FIBER & POWER LINES ARE FOR REFERENCE Qd1�`C. REFER TO � %, ° ° P ' °P °°°�^°°' M1e w�°e
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FIBER DESIGN DRAWINGS FOR ACTUAL PLACEMENT AND DEfAILS. 11i � `�
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2. PULLBOXES ARE SHOWN FOR 6ENERAL LOCATION ONLY. � � � � ' �
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ACTUAL LOCATION TO BE F�ELD LOCATED AND SITUATED TO AVOID
ANY IMPENDING SITE FEATURES, SUCH AS ROCKS, TREES, C.L \�. � UPPER PEDESTRIAN WALKWAY �
LANDSCAPING, FENCE POSTS, SIGNAGE, EfC. � � -
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SITE WORK GENERAL NOTES: + METAL RAILING� "
SITE INFORMATION:
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1, A FULL UTILITY L�CATE SERVICE PRIOR TD THE START OF CONSTRUCTIDN, � � -�� ' � � �.� - � .�. -� . �E> CONC. STAIRWAY .-� �� -- � (E) LANDING AREA .�. �.:�� �-. - .� � DAS INSTALLATION
2, ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, IRRIGATION, AND ❑THER - �- ����- � � �� � � � � �� - � � � - - � '� �� - �� . - - - . � ��- ��� �� �. �� - � - � '�
UTILITIES WHERE ENCOUNTERED IN THE WORK SHALL BE PROTECTED AT ALL TIMES, �� ��� -`��`�� - � � � � - - - - �- � ��� � � � .� - � � � - � � '��-� --��
WHERE REQUIRED FOR THE PROPER EXECUTIDN ❑F THE WORK, UTILITIES SHALL BE �- � - - � �� � � -�` � � � - ��-� � �-�� � --� ��'� � - � - � � -� � - � - � � � �� .�� � � -
RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHDULD BE USED BY �- . - - . - ��� � � � � ' � -� � -.. - -� -- � - � � .� . � .. . - �- ��
THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS ARDUND ❑R NEAR UTILITIES �� � � � � � � � � �� - � � � � � � �� � �- � � .- � " .:.:� NODE.
3, CONTRACTOR AND SUB–CONTRACTORS SHALL VERIFY ALL UTILITY SERVICE �� - ' � � - �� � � - ��- � - ��- � � � -� � � � � . � � � - � � � -� �� � - � � � � � �� �- �
CONNECTION LOCATIONS AND VERIFY ALL DIMENSIONS AND NOTES PRIOR TO /;/ � �//;% „� //^ -�///� ;;�j�� ��� /// , - _ . _� .- .. /� � //�� � .
PROCEEDING WITH WORK� - � -� � � . �
4, IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE . - . , - ��
SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. . . / _ � �
s. A�� S�RFACE REPArRS SHALL MEET ��rY REO�rREMENrs. REMOVE (E) LIGHTPOLE AND INSTALL NEW 10.75"dia �
6. THE CONTRACTOR SHALL CO�RDINATE LOCATION ❑F POLE AND EQUIPMENT WITH THE DAS POLE. INSTALL NEW ANTENNAS HIDDEN BEHIND � �
SURVEYOR OF RECORD PRIOR TO COMMENCING WORK, ALL NEW POLE INSTALLATIDNS -- .
SHALL MEEr c�rY REOU�REMENTS ANn c�EARANCES� RF—TRANSPARENT CANISTER. RADIOS TO BE LOCATED - � - .� . . � ��
�. �RanE sirE To causE waTER ro F�ow awar FROM rHE EouiP aNn Pa�E aREa IN HUB SPACE. RELOCATE (E) WIFI ANTENNAS TO NEW
8. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND, NOR SHALL POLE �SURFACE—MOUNT�. INSTALL NEW SECURITY _ � %
GRADEROHAN MBEERIOMPACTE�D A D BROUGHTATODAINSMOOT�RUNMFORM GRADETPRIORBTO CAMERA AND VAIL—APPROVED HANGING LIGHT FIXTURE. - :.. � . . � REPLACEMENT LIGHT POLE + CAMERA
FINISHED SURFACE APPLICATIDN� - ., . . . SHEET TITLE:
9, OPEN EXCAVATIONS, SHALL BE BARRICADED AND SIGNED� ND OPEN EXCAVATIONS �� � - �
WILL BE LEFT ACCESSIBLE TO THE PUBLIC ❑R LEFT EXPOSED OVER MGHT� - � � �
10. SUBC�NTRACTOR SHALL MINIMIZE DISTURBANCE T❑ EXISTING SITE DURING � � SITE PLAN
CONSTRUCTION, ALL DISTURBED LANDSCAPING SHALL BE REPLACED, RESEEDED, AND ,/��
REGROWN TO MATCH THE ORIGINAL CONDITION. EROSION CONTROL MEASURES, IF
REQUIRED DURING CONSTRUCTION, SHALL BE IN C�NFORMANCE WITH THE LOCAL
GUIDELINES FOR EROSION AND SEDIMENT CONTROL.
11. ALL W�RK IS BEING PERFORMED IN THE RIGHT–�F–WAY� VERIFY ALL R�O.W. LINES , SITE PLAN � ,� 2�I SHEETNUMBER:
AND EQUIPMENT LOCATIDN AND INSTALLATIDNS WITH SURVEYED DATA, ND MATERIALS
SHALL BE STORED ON PRIVATE PROPERTY.
12. LANE CLOSURES OR OBSTRUCTIONS SHALL BE COOR➢INATED WITH THE CITY. �_� �" � ��'_�" A 1
NORTH
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COAX TO BE ROUTED DOWN EXISTING ALL EXPOSED STEEL, EQUIPMENT, MOUNTING �
BUILDWG TO HUB SPACE W BASEMENT. BR,4CKEfS, ANTENNAS AND MISC. PARTS y� f
COOR'D. ROUTE WITH FACILITY MNGR. SHALL BE PAINTED: �, ,,.
RAL 9005 TEXTURED BLACK
2000 CORPORATE DRIVE
CANONSBURG,PA 15317
REMOVE (E) LIGHTPOLE AND INSTALL NEW 10.75"dia PLANSPREPAREDBY:
DAS POLE. INSTALL NEW ANTENNAS HIDDEN BEHIND ��"''" l�
RF—TRANSPARENT CANISTER. RADIOS TO BE LOCATED - p-,
IN HUB SPACE. RELOCATE (E) WIFI ANTENNAS TO NEW � ���
POLE (SURFACE—MOUNT). INSTALL NEW SECURITY
CAMERA AND VAIL—APPROVED HANGING LIGHT FIXTURE. m�y,re:3�3.a�o.���� AARON ZIMMER
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channel shaperl,mdnimum 7 1!4"deep, 18 gage galWandzed steel jaisis 24"o.c.wVth 1" � - �•
Type 5-72 drywall screws 12"o.c.End jofnts located mfdway between joists and
staggered between rows.Face layer 518"lype X gyps�am walll�oard or veneer base moh;(e:3o3.8yo.sz76 AARON ZIMMER
appBied at right angles to joists with 1 7!8'"Type 5-12 drywaiY screws 12"o c.plaeed 2" o ��. o. 6.8 a architect
f�psn edges and 1 112"Type G drywal4 sesews 72"p.p.placec�2"back on eiiher sdde of � 3 33 3 57
end joints.End joints loe�ted midway be#+xween�ois#s and all jaints offset 24"from base aZ@ZYmR.co
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Joists supporting 28 gage corrugatecf ineEal deck and 2 1l2"�oncrete slals measured ���_�
fro�n[he hottom of flutes.Jaists braeed at rnldspan w4th continuous 2"wide, 1�gage,
galvanized steef straps attached to the boftom tlang�vf each Joist with one 318"Type Approx.Ceiling =°° "°°_"'° '° e
5-12 panhead screw. �� � ��
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SEAL:
4" SLEEVE ROUTED THRU A ROOF BOOT, CAULKED AND ISSUE DATE:
INSTALL A VALMONT WEATHER-PROOF BOOT SEALED FOR A WATERTIGHT CONNECTION. ROUTE NEW NEW 10-3/y"dia. POLE (RE STRUCT.)
CAP TO TOP OF PVC SLEEVE. CAULK AND NOTE: POWER AND FIBER THRU SLEEVE INSTALL LINK SEAL ON , � MAY.� �.2014
SEAL PER MANUF. RECOMMENDATIONS FOR REFER TO STRUCTURAL DWGS FOR ALL COAX AND BOOT SEAL AT TOP OF NEW SLEEVE. CAULK �_ ii
A WEATHER-TIGHT ASSEMBLY. CONNECTION DETAILS AND NEW BRACING AND SEAL WITH "SIKAFLEX 1A" ELASTOMERIC SEALANT
FOR WEATHERTIGHT ASSEMBLY. SITE INFORMATION:
4" SLEEVE ROUTED THRU A ROOF BOOT, CAULKED AND INSTALL NEW METAL COLLAR AROUND POLE BASE .
SEALED FOR A WATERTIGHT CONNECTION. ROUTE NEW POWER (PROVIDED BY MANUF.) CAULK AND SEAL AROUND
AND FIBER THRU SLEEVE. INSTALL LINK SEAL ON COAX AND POLE BASE (TOP ONLY) WITH °SIKAFLEX 1A° DAS INSTALLATION
BOOT SEAL AT TOP OF NEW SLEEVE CAULK WITH "SIKAFLEX ELASTOMERIC SEALANT FOR WEATHERTIGHT ASSEMBLY. a
1A" ELASTOMERIC SEALANT FOR WEATHERTIGHT ASSEMBLY. NEW 10-3/a"dia. POLE (RE: STRUCT.) —.
WSTALL NEW 2"h METAL PLINTH FOR POLE BAS o (E) CONC. WALL
CAULK AND SEAL AROUND ENTIRE BASE PLATE ///���INSTALL NEW MEfAL COLLAR AROUND POLE BASE COOR'D. PLATE w/MANUF. & STRUCTURAL DEfAILS
�(PROVIDED BY MANUF.) CAULK AND SEAL AROUND NODE.
(TOP ONLY) WITH °SIKAFLEX 1A° ELASTOMERIC POLE BASE (TOP ONLY) WITH "SIKAFLEX 1A° INSTALL NEW 2-HR. RATED SOFFIT TO DO NOT CAULK AND SEAL
SEALANT FOR WEATHERTIGHT ASSEMBLY. - ELASTOMERIC SEALANT FOR WEATHERTIGHT ASSEMBLY. ENCASE NEW STRUCTURAL STEEL FOR AROUND UNDERSIDE OF COLLAR.
� z _ POLE BASE, RE: STRUCT. FOR DEfAILING ALLOW MOISTURE TO WEEP.
� � DO NOT CAULK AN SEAL p
WSTALL (1) LAYER 60mi1 EPDM ROOFING - , AROUND UNDERSID OF COLLAR. (E) CONC. WALK SURFACE �� �
MEMBRANE BELOW METAL BASE PLATE � ALLOW MOISTURE T WEEP. � _ ° �
INSTALL NEW 2"h METAL PLINTH FOR POLE � i KEEP MEfAL PLINTH 1" ABOVE
BASE. KEEP METAL PLINTH 1" ABOVE EXIST. : ° ,e � � (E) CONC. WALK SURFACE p � - . _ � � EXIST. CONC. SURFACE. INSTALL
CONC. SURFACE INSTALL BACKER ROD, �°a I I I I aa _ $ p I I I I � BACKER ROD, CAULK AND SEAL
CAULK AND SEAL ENTIRE PERIMETER FOR �� o - a � ° II II v ENTIRE PERIMETER FOR
WEATHERTIGHT ASSEMBLY. RE: STRUCTURAL � � WEATHERTIGHT ASSEMBLY. ��
DETAILS FOR PLWTH SPECS. RE: STRUCTURAL DEfAILS FOR
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INSTALL A 2-HR. FIRE-RATED SOFFIT ROUTE COAX IN EMT IN NEW 2-HR.
BELOW THE EX6TING METAL PAN. INSTALL FIRE-RATED SOFFIT a
PER GA FILE No. FC-2116 (ABOVE).
(E) sNOw ME�T �ocATioNS, REPLACEMENT LIGHT POLE + CAMERA
�� � � _ . � AS VERIFIED WITH I.R. SHEETTITLE:
INSTALL NEW 2-HR. RATED SOFFIT TO � 2�_�II SI' CONTRACTOR TO AVOID DAMAGING
ENCASE NEW STRUCTURAL STEEL FOR
POLE BASE, RE: STRUCT. FOR DEfAILING �n�2" CONDUIT FOR POWER Q ANY/ALL LINES IN VICINITY OF
o NEW POLE FOUNDATION. DETAILS
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(2) 3" CONDUITS FOR COAX
SHEET NUMBER:
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- E�EC. C,��I��T ' I I I , LIMITATIONOFWARRANTYAND
i ARCHITECTS WORK PRODUCT
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INSt LL N�IU 2x� MtL. LICsF�T ABOVE N�IU DOOR tIE a o
STU U1ALL WITH 5/8" INTO (E)LICsHtIt�Cx SYSTEM i�:�.,4fV I 5�'„�+��
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REPLACEMENT LIGHT POLE + CAMERA
SHEET TITLE:
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S K I M U S E U M SHEET NUMBER
, THIRD FLOOR PLAN PARTIAL
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GENERAL PROJECT NOTES PANEL SCHEDULE: A � f�'����
October 10,2013 �
1. THE CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIAL NECESSARY FOR A COMPLETE �I �r
AND FUNCTIONING ELECTRICAL SYSTEM. BUS RATING: 60A 1PJ,3-WIRE VOLTAGE L-L: 240 � �,� '
2. MATERIALS AND INSTALLATION SHALL COMPLY WITH CODES, LAWS AND ORDINANCES OF MAIN C.B.: 60AI2P or M.L.O: VOLTAGE L-G: 120 '"�
FEDERAL,STATE AND LOCAL GOVERNING BODIES HAVING JURISDICTION. MOUNTING: Surface S.C.RMS RATING(AIC): 22,000
3. ALL MATERIAL, EQUIPMENT, WIRING DEVICES, ETC. SHALL BE NEW, UNLESS SPECIFICALLY COMMENTS: New Panelboard,NEMA 3R,Service Rated 2000 CORPORATE DRIVE
INDICATED AS EXISTING TO BE REUSED. CANONSBURG,PA 15317
4. PROVIDE COMPLETE METALLIC RACEWAY SYSTEMS AND ENCLOSURES FOR ALL WIRING CIR CIRCUIT BREAKER CONNECTED NEC DEMAND DESCRIPTION OF PHASE DESCRIPTION OF NEC DEMAND CONNECTED CIRCUIT BREAKER CIR pLANS PREPARED BY:
THROUGHOUT THE EXTENT OF THE REQUIRED SYSTEM. N0. AMPS POLE LOAD(VA) FACTOR LOAD SERVED LOAD SERVED FACTOR LOAD(VA) POLE AMPS N0. �� \�
5. FINAL CONNECTIONS MAY BE MADE WITH LIQUID TIGHT FLEXIBLE STEEL CONDUIT, 1/2 INCH 1 20 1 Spare Cabinet#1 1.00 500 1 20 2 /�
MINIMUM. 3 20 1 Spare Cabinet#2 1.00 500 1 20 4 O � � �
6. ALL CONDUCTORS INSTALLED IN INTERIOR DRY LOCATIONS SHALL BE TYPE THWN OR THHN
THERMOPLASTIC 600V INSULATED COPPER CONDUCTORS.NO WIRE SMALLER THAN N0. 12 PHASE A(VA): 500 PHASE A(VA): 500
SHALL BE USED FOR LIGHTING OR POWER WIRING. WIRE NO. 8 AND LARGER SHALL BE PHASE B(VA): 500 PHASE B(VA): 500 mo6�(e.3a3.8yo.zsy6 AARON ZIMMER
STRANDED.ALL CONDUCTORS INSTALLED W EXTERIOR OR WET LOCATIONS SHALL BE TYPE TOTAL LOAD(VA): 1,000 TOTAL DEMAND LOAD(VA): 1,000 4.17 A °f�°�-3°3-3�3�57� architect
THWN 600V INSULATED COPPER CONDUCTORS. �°
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7. ALL CIRCUIT BREAKERS SHALL MATCH THE PANELBOARD MANUFACTURER AND BREAKER LIMITATION OF WARRANTY AND
TYPES RECOMMENDED BY THE MANUFACTURER. THE CONTRACTOR SHALL PROVIDE NEW ARCHITECT'S WORK PRODUCT:
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TYPE WRITTEN PANEL DIRECTORIES FOR ALL PANELS. �'°"`uy�a""'w"e�'"�'�:wa�n.m.aw�n.�r�m
FAULT CURRENT CALCULATION TABLE February7,2014 «:a��:�=:�W�•��'•��«���°"
8. CONDUITS SHALL BE FASTENED WITH LOCKNUTS AND BUSHINGS AND ALL UNUSED �'d'�'^a1 eO1�a1"o01'ati 1O�'•����^�^^�^^•
KNOCKOUTS MUST BE SEALED. THERE MUST BE SUFFICIENT ROOM FOR WIRES AND 1=Steel
COPYRIGHTO2013 Studio Z Architecture,LLC
BUSHINGS. LOCATION(n) #ofRUNS CONDUCTOR V(L_L) V(L_N) 2=Non-Maq L(ft) C f(L_L) f(L_N) M(L_L) M(L_N) F(L_L) F(L_N) ,�,�,,,,,,,,,,�,,,,,,,„„„,,,,,,„,,,,�,�,��
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9. ALL EQUIPMENT SHALL BE SECURELY AND ADEQUATELY SUPPORTED. PROVIDE UNISTRUT Panel IT 11,127 22,254 ��e,a,m.��.ti.�� ti„�.�,��.��..m.�
OR SIMILAR FRAMING AS REQUIRED FOR MOUNTING OF SERVICE EQUIPMENT, RACEWAYS, ��� ��
Panel'A1' 1 4 208 120 1 80 3,806 2.25 7.80 0.31 0.11 3,425 2,530
CABLE AND ALL OTHER REQUIRED ELECTRICAL COMPONENTS ON POLE. sEA�:
10. PROVIDE COLD SEQUENCE METERING AS REQUIRED BY UTILITY. WSTALL A FUSED ��"
DISCONNECT AHEAD OF THE UTILITY METER WHERE REQUIRED. ,,^;`�� � ��� xa
NOTES: .�" ••.
11. FIELD VERIFY THE UTILITY POINT OF DELIVERY LOCATION AND INSTALL ALL WORK W �'� •
ACCORDANCE WITH THE UTILITY CONSTRUCTION STANDARDS. ALL WORK MUST BE 1. All Calculations utilize Bussman"Point-To-PoinY'Method. �
2. Variables: L=Feeder Length(LF) M(n)=1 =(1+f(n)) f(n)(L-L)_(2 x L x F(L-L)(n-1))I(C x#of runs x VOLTAGE)in Amperes ��m
PERMITTED, INSPECTED AND APPROVED BY THE LOCAL AUTHORITY HAVING JURISDICTION dfr ,��. �. v
AND APPROVED BY UTILITY BEFORE METER IS INSTALLED. GConductor"C"Value F(n)=F(n-1)x M(n) f(n)(L-N)_(2 x L x F(L-N)(n-1))/(C x#of runs x VOLTAGE)in Amperes �`°°���
12. PROVIDE NEW WIRING FOR ALL NEW CIRCUITS, DEVICES, AND ELECTRICAL SYSTEM 3. The E.C.shall field report any discrepancies to the Engineer. ��86 07 FEB 2o1a�:a�4`�
COMPONENTS AS REQUIRED. PROVIDE CONVENIENCE OUTLETS WSIDE SECURED CABINET. 4. Conductor lengths shall not be less than the values listed.The E.C.shall field verify conductor lengths and contact ���„�m� ,d" ��
PROVIDERSIF ANDL TELCO/UTIL TY PROVII ERS.E PROVIDEN BRE KIER 3 ACE FOR UFUTURE engineer immediately if conductor lengths are less than the values shown. ���°�#��A`����,
CABINET SUPPLY AND EXHAUST FANS IF NECESSARY. 5. Conductor Lengths listed in this table are for fault study purposes only and shall not be used for bidding or other calculations.
13. NUMBERED CIRCUITS ARE FOR CONVENIENCE OF DESIGN ONLY. ISSUE DATE:
ELECTRICAL LEGEND �E� 20A 20A �N) FEB.O7.2014
METER �� �� PANEL A1 SITE INFORMATION:
NOTE:NOT ALL ITEMS APPEAR ON DRAWINGS. REFERENCE SYMBOLS M • •
SYMBOLS MAY DIFFER FROM EXISTING AND #�W FEEDER-SEE SCHEDULE ZOA ZOA
DEMO WORK OR DEVICES REFERENCED FROM n /"� DAS I NSTALLATION
DRAWINGS BY OTHERS. xFMR TRANSFORMER WITH GROUNDING AND (E)
❑� EQUIPMENT DISCONNECT SWITCH '� k�A �' OVERCURRENT DEVICES SEE PAD MOUNTED UTILITY C 6OI2 NEMA 3R PANELBOARD
TRANSFORMERSCHEDULE 300kVATRANSFORMER ' WITH MAIN BREAKERAND
� EQUIPMENT FUSED DISCONNECT SWITCH ABBREVIATIONS 2081120V,3-PHASE,4W � Nooe:
GFI GROUNDFAULTINTERRUPTING MINIMUM4-CIRCUITS
� ELECTRICAL PANEL BOARD E.C. ELECTRICAL CONTRACTOR �E) MOUNTED ON POLE
WP WEATHER PROOF 3ooia 3oo�a
T❑ TRANSFORMER AHJ AUTHORITY HAVING JURISDICTION �E�
ST 300AI3P
GRADELEVEL
(E� TO IT PANEL
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� ELECTRICAL ONE LINE DIAGRAM ZSO,z 3013 �E� 60/3
° � NSS SHEETTITLE:
PANEL zso�s soo�3 I 1 3o�a
A (E) STRIPT`EJ PANEL'IT'EXISTING LOAD
E-1 SCALE: N.T.S. ONE LINE DIAGRAM GENERAL NOTES: (� so/2 (N� 380A MAXIMUM, NEW ELECTRICAL PLAN
Feeder Schedule 1. E.C.TO FIELD VERIFY SITE CONDITIONS.
ir LOAD WITH PANEL'A1'LESS
Conductors shall be sized and 2 ALL EQUIPMENT IS NEW. EXTERIOR EQUIPMENT TO BE (E) zzSk�A PANEL THAN 440A.
installed in accordance with NEC.
WEATHERPROOF. �E� soo�4 T soo�4 �E� SHEETNUMBER:
60/3 3#4,#8G Cu, 1"C 300A/3P z�oa
3. INSTALLATION SHALL COMPLY WITH LOCAL UTILITY. -
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