HomeMy WebLinkAboutB12-0585 REV1 TEMP POWER & STAGING i
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� SITE DRAWINGS � I�
C O N �at&t �
SHEET NUMBER DESCRIPTION
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T-1 TITLE SHEET ��/ !
AS E �
LS1 SITE SURVEY(1 OF 2)
LS2 SITE SURVEY(2 OF 3) I
LS3 SITE SURVEY(3 OF 3) � II
INTERNATIONAI � C�AO1�E ,
ARCHITECTURAL INTERNATIONAL y j
SITE NAME: CROWN-VAIL A-1 SITEGRADINGPLAN
A-2 ENLARGED SITE PLAN 9830 S. 51 ST STREET
ADDRESS: 1309 ELKHORN DRIVE SITE ID: 810106 A-3 CONDUIT&COAXICEBRIDGEPLAN PHOENIX,AZ85044-5677
VAI L, CO 81657 A3A TEMPORARY ELECTRIC&TELCO ROUTES �
A-4 NORTH MONOPOLE ELEVATION PUNS PREPARED BY: i
ADDRESS: 1309 ELKHORN DRIVE A-5 CROWNCASTLEANTENNAMOUNTDETAIL �
SITE NAME: SUNBURST MONOPINE VAIL, CO 81657 A-6 AT&TEQUIPMENTLAYOUT&ANT.DETAIL �
A-7 CROWNCASTLE GENERAL NOTES �
SITE ID: COU4145 S-1 STRUCTURALDETAILS&NOTES i
CD-1 CONSTRUCTION DETAILS 13989 W ��AV°� I
Golden. Co 804D1 ii
CD-2 CONSTRUCTION DETAILS P:303-325-56D8 F:303-325-5629 i
CD3 CROWNCASTLE SIGNAGE DETAIIS
� = E� � � A z , s � � ELECTRICAL
DIRECTIONS FROM I-70 & I-25 DENVER CO ���'�� �
� E-1 ELECTRICALNOTES o��,p0 REGjsT�, �
...,
E-2 ELECTRICAL ONE-LINE •
TAKE I-70 WEST TO VAIL.AT EXIT 180, TAKE RAMP RIGHT TOWARD E � � •Q�ER JAti1F • �
,��,� � E-2A TEMPORARY ELECTRICAL ONE-LINE V • �� sJ��• !
ENTR,4NCE/VAIL.TURN RIGHT ONTO BIGHORN RD,AND THEN/MMEDIATELY � � �, : �'' i
E-3 ELECTRICAL SITE PLAN : i
� �I7,� � ; �� � �-� � .� 34610
TURN LEFT ONTO N FRONTAGE RD E.ROAD NAME CHANGES TO S , ' � � °° `
,�y�������� „, �< E-4 GROUNDING PLAN ' �
: .�,wr�" -� _ �
FRONTAGE RD E.TURN RIGHT ONTO ELKHORN DRIVE AND PROCEED UNDER � �°�°'�� � �° �,�•�„�� � E-5 e�ECrRicn��erni�s •, o� i
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HIGHWAY.SITE IS ON WEST SIDE OF TOWN OF VAIL PUBLIC WORKS ` 9 ' �" °' ' � - ,�� E-s ELECTRICAL DETAILS �S��pN����� , I
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F/Q�+�L�N ,;�' 'n .,"�_ :.� .�- ' - I
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E-9 AT&T ELECTRICAL DETAILS
S I T E D I R E CT I O N S ��°°�������� E-10 ATBT ELECTRICAL DETAILS o I
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E-11 AT6T ELECTRICAL DETAILS � �
� ��'�'� t'lti�£? �
AT&T GENERAL NOTES � z
PROJECT INFORMATION GN-1 GENERALNOTES Z o° � � ;
-' � GN-2 GENERALNOTES O U � � �
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NEW"NON-INHABITABLE"TELLECOMMUNICATIONS SITE CONSISTING �9�t���?g��,� ` a � � o o !
GN3 GENERALNOTES U w z '
OF A CROWNCASTLE MONOPOLE&EQUIPMENT SHELTER v> � o W W ;
GN-4 GENERAL NOTES o a � � �
SURROUNDED BY A JERSEY BARRIER ENCLOSURE GN-5 GENERAL NOTES N -- �, i
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�6�` ` _ GN-6 SIGNAGE&NOTES Z Q � °' `c.i° n
ICINITY MAP � � ���� !�
REFERENCE DRAWINGS �
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SHEET NUMBER DESCRIPTION
TM-1 TOWER MFG.DRAWINGS DRANM BY: KR
A&E FIRM: SITE DEVELOPMENT: ELECTRICAL ENGINEER: SURVEYOR: TF-' TOWERFOUNDATIONDRAWINGS CHECKEDBY: KS i
ES-1 EQUIPMENT SHELTER MFG.DRAVNNGS DRAWING DATE: 71/7/12 i
ESF-1 EQUIPMENT SHELTER FOUNDATION MFG
ATECS,LLC. ATECS PRIEST ENGINEERING,INC. DALEY LAND SURVEYING,INC. DRAWINGS siTe NuMSeR:coua�as i
13969 W 1ST AVE CONTACT:CHRIS STALEY 6909 SOUTH HOLLYCIRCLE,SUITE 304 10727 FLAGLER DR. SITE NAME:SUNBURST MONOPINE '
GOLDEN,CO 80401 16360 TABLE MOUNTAIN PARKWAY CENTENNIAL,CO.80112-1045 PARKER,CO 80�34 CROWNCASTLE SITE NAME I�
PHONE:(303)325-5606 GOLDEN,CO 80403 PHONE(303)773-8773 FAX:(303)779-8333 CONTACT.•ROB DALEY,PLS
CONTACT:KHRISTOPHER SCOTT PE PHONE:(719)471�365 CONTACT:ARW/N PRIEST crzowN-vai� !
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BUSINESS UNIT NUMBER j
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810106
i
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SITE ADDRESS !
SITE MANAGER CONSTRUCTION MANAGER ZONING MANAGER RF ENGINEER PROJECT MANAGER UTILITIES 1309 ELKHORN DRIVE �
VAIL,CO 81657 !
POWER COMPANY: TELCO COMPANY: EAGLE COUNN
HOLY CROSS ENERGY CENTURY LINK � USA
CONTACT:JEFF VROOM CONTACT:BARB DAVIS � SHEET TITLE
PHONE:970-947-5425 PHONE:970-468-6860 EXT.2
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NAME: NAME: NAME: NAME: NAME: KrIOW WIIat�S�PrIOW. TITLE PAGE '
DATE: DATE: DATE: DATE: DATE:
Call before you dig. SHEET NUMBER
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~-ASPHALT ACCESS�_ / � �'� i
DRIVE /
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EXISTING GRADE AT LEASE CORNER: 8620'-0" i
FINISH GR,4DE AT LEASE CORNER: 8260'-0" r`� � —` � I
NEW CROWNCASTLE ASPHALT LEASE AREA // � ��A��� I�
INSIDE JERSEY BARRIERS � /� i
CP INTERNAiIONAL y
EX. GRADE AT CENTER OF FUTURE EQUIPMENT SHELTER: 8261'-9" � / ��— �
SUB GRADE AT CENTER OF EQUIPMENT SHELTER: 8261'-5" � EX. AREA DRAIN ��� 9830 S. 51 ST STREET '
FINISH ASPHALT GRADE AT SLAB: 8262'-1"
ELEVATION AT TOP OF SIAB: 8262'-7" / �N�����—�_ PHOENIX,AZ 85044-5677 �
� �pe-�� ���ASPHALT ACCESS�� �
EX. GRADE AT CENTER OF NEW EQUIPMENT SHELTER: 8262'-3" DRIVE
SUB GRADE AT CENTER OF EQUIPMENT SHELTER: 8261'-7� ���PP PLANS PREPARED BY:
FINISH ASPHALT GR,4DE AT SLAB: 8261'-71" e� �ee _ _ _ _ _ _ _ _ _ _
/ ELEVATION AT TOP OF SLAB: 8262'-5" �
C �/ EX. BUILDING r �
EXISTING GRADE AT LEASE CORNER: 8262'-6" �� � J
FINISH GRADE AT LEASE CORNER: 8262'-6" , �e ~ � l
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� � � 13969 W. ist Ave.
Golden, Co 80401
� � P:303-325-5606 F:303-325-5B29 �,,
- _ �?P==-i��� FINISH ASPHALT GRADE AT MONOPOLE "B" FOUNDATION: 8262'-0" i
qA -= � 1L ELEVATION AT TOP OF FOUNDATION: 8265'-6° EB I
� \ � 6" COMPACTED ROAD �� �I Q���,\ � �', 0 R E
� -� �� BASE TO 95% PROCTOR � i� Fe �,�� ��- i� �� ST i
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� / �W/ 2" NEW ASPHALT TO \ �� �� � I�� \���� � �-� � O��•'Q�ERJq'y�F�'. i
� / FINISH �RADE � j,��, � ,� ,- ,���a� �, _,� � � r�F° uE� �.i: `r�,•, i
`� cQQ`\ � /� ==S / G J � � � -= ` � uE--' ; �
\ ��� �` �C� � EXISTING GR,4DE AT LEASE CORNER: 8262'-0"� Fo�--� i PR� � 4610 � '
� / �.j J B � FINISH GRADE AT LEASE CORNER: 8262'-0" Fp��-°-E "� � �p� 9
FINISH ASPHALT GRADE AT MONOPOLE "A" FOUNDATION: 8262'-0" n �Qe L-I -�n� �� � Fa—�1`'� �. -� � *' '
�\ ELEVATION AT TOP OF FOUNDATION: 8265'-6" = � o���-�� � �-- - -� � � ^ � � F � �a(`� .
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� EXISTING GRADE AT LEASE CORNER: 8262'-0" `ee� �- � ' � �� uc�-�� � � � � � � - - - -� �� I
� FINISH GRADE AT LEASE CORNER: 8262�-0" � ���/ �✓� � � � ' r� �- -� ` l � '- - - -' � -� '
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J�� _ �- _ �r � � �� �� � �— � ..�= ��I � � � �� �� � i i � �' � '� i �� � � i � � �� i � i � � �'"' l � � � CHECKED BY: KS !
� ` � �f `�' � � �i '� � � �— _ �" _ � _ �_� =� � � I � � � � � i �� i � i �� �� i �� �� I _ �� �'� � DRAWING DATE: 11/7/12 I
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o SITE ADDRESS I
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1309 ELKHORN DRIVE i
VAIL,CO 81657
EAGLE COUNTY i
AREA USAGE USA
CROWN LEASE AREA SHEET TITLE
1275 SQ FT
a• o a� ,e� 2a• SITE 1
COMPOUNDAREA 1275SQFT GRADING PLAN �
1 SITE GRADING PLAN SCALE: 1/8" = 1'-0" !
S�� ��8�°��-�� SHEET NUMBER
USED AREA 637.5 SQ FT '
A-1 '
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— � � Q 9830 S. 51 ST STREET
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° 51• �� 13969 W. 1 at Ave. I
NEW JERSEY BARRIER, NP. Q � Golden, co 80401 !
ce 25���p P:303-325-5606 F:303-325-5629
� (PAINT GRAY) � ;
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� `Q� ***CONSTRUCTION NOTE*** �p0 RE��s .
�-EX. U/G PLASTIC STORM PIPE CONTRACTOR TO COORDINATE ��,.••••••. lF `
� 4! � (TO BE RELOCATED) UTILIN INSTALLATION WITH THE �.Q�,ER JAiyF• �P� �_
TOWN OF VAII PROJECT O cf'
NEW U/G PLASTIC STORM PIPE-----.._ 5._p" o �Qe I MANAGER. T.O.V. WILL ADD %� �-
TO REPLACE EXISTING NEW CROWNCASTLE 20'-0 X 11'-6" ADDITIONAL 4" CONDUIT IN NEW �= 34610 �
(MAINTAIN REQUIRED MINIMUM CROWN CASTLE UTILITY TRENCH. ��
EQUIPMENT SHELTER �p � I
i SLOPE PER LOCAL CODE) e (TO MATCH MATERIAL & Q �
� /` COLOR OF EX. BUILDING) � '. �T��"' I
11" �ee I MONOPOLENBASTLE / FS/••...••A\ \�,' �
5'- - — — s 4NAl E``� �
PAINT SW6160 � ;
NEW CROWNCASTLE MONOPOLE "A" � -- � � � �
*** *+* �`' o PAINT SW6160 "BEST BRONZE" 5� �.."BEST BRONZE") � ��� -- —' '— '
TEMPORARY POWER cn � ) �
OVERALL DISTANCE: 301' +/- o o `e� � 1 � r � � � � �
s ',t�..• / � m Y Y Y Y
# UTILITY POLES: 3 � I � � i � !
MIN. WIRE HEIGHT: 18'-0" /� 1 � � i � � --' z �
UTILITY POLE TYPE: CLASS III � 1 ° � . B N i � � '� °
UTILITY POLE SIZE: 30'-0" I �'- i ' I .P ' -i �� � � � � � � �
MUST BE REMOVED BY 6/30/13 0 � ' ���o -��1 I''J�)� � � � l � ' � I
�' \ //\ �Qe ',, 1 c o 4 4_0"• I °' •/�F9� 1�7" ���/� r � _�� _- vp—F `n o I
NEW CROWN CASTLE � `o� ' A�. 1� � I� � ° IOl�T� �� ` � � o—ao —��� p ° � c~n c~n I
25'-0" X 51'-0" 1 F° 1 � �, � I I �� —
Qe � �� � JI'O��j� / 10-0� � ��F6�yc.� � � � o 0
ASPHALT LEASE AREA � � .P ; Fo vf �I � � �� � � �' — � � � � c� c�
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b 1 /�'J�+ �i _f � � � � �r ow n U � �
EX. STORM DRAIN ce �� rv 1� � / � u � � � I
INLEf TO REMAIN �SZI�J � / � � � � � � � NEW PERMANENT ELEC � �- � r c� � c� I
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_ _ _ _ 1. � � � TO BE PLACED AT TEMPORARY UTILIlY � � � '�� � � � � '
_ _ _ _ — _ — — — a, � � � EI� � POLE CLOSEST TO THE TRANSFORMER � —� � ` .� �� � —— � � , DRAWN BY: KR ;
— � _ � � _ _ — 3 ' �E!— I I � PER HOLY CROSS REQUIREMENTS � �' � — — _ � � �� � �' — — CHECKED BY: KS
��� � ' � i � � _ � .� � _ _� � DRAWING DATE: 1117/'12 ;
�f` n �� NEW TEMPORARY UTILI'fY � � � � � _- � � � ` � � '
— — — � �-��� POLE & 0/H ELEC. RUN � � '� � � '
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� '—' �� EXISTING PROPERTY LINE— ' � 6/30/13 � � — � � � � �- � �
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� �— -- —' —' � �� � � �� � � �� � � � � � � / �- BUSINESS UNIT NUMBER �
� � �-- � � ,� � \
�- � I � 810706
�- �� --� '�� � � — �'� r � � I � — f _ _ _ ' �
f � ` � � \�\ � � \ ( �� � - � SITE ADDRESS
1309 ELKHORN DRIVE
�
VAIL,CO 81657
p EAGLE COUNTY i
Z AREA USAGE USA
SHEET TITLE �
CROWN LEASE AREA 1275 SQ FT I
2' 0 4' 8' �2' ENLARGED
1 PLACEMENT PLAN SCALE: 1/4" = 1'-0�� COMPOUNDAREA 637.5SQFT SITE PLAN
scue: ,�,•a,�—o-
SHEET NUMBER
USED AREA 637.5 SQ FT �
A-2 '
i
i
NOTE: � �
1) ALL ICE BRIDGE(S) SHOULD BE INSTALLED TO A MINIMUM OF SEVEN (7) FEEf ABOVE FINISHED GRADE i
TO THE LOWEST COAX HANGER, AS TO PROVIDE AN UNOBSTRUCTED PATH TO ALL CUSTOMERS' � ^��Q�� I
NOTE: SHELTER/EQUIPMENT. �,� «
UTILI'fY LOCATION VARIES PER LOCAL UTILI'fY SHELTER COAX ENTRY PORT �� I
COMPANIES. TRANSFORMERS AND TELCO D-MARKS 2) NO ICE BRIDGE STRUCTURE IS PERMITTED TO ATTACH TO THE TOWER OR THE TOWER FOUNDATION, 2•_0" j
SHALL BE PLACED INSIDE ACCESS EASEMENT WHERE �
WITH-OUT NOTICE TO CROWN C.M. WHO WILL OBTAIN THE WRITfEN CONSENT Of CROWN'S ENGINEER `�' NEW CROWNCASTLE i
POSSIBLE, OR HAVE UTILITY INSTALI.ED AS CLOSE DEPT. + + + �p,
TO THE MEfERBOARD AS POSSIBLE OUTSIDE OF + + + + COAX ICE BRIDGE � ��
CROWN'S LEASE AREA. 3) COAX CABLES SHOULD BE INSTALLED IN THE ORDER SHOWN OR BY THE STRUCTURAL ANALYSIS ++++++++ NEW MONOPOLE FOUNDATION i
NO OVERHEAD UTILIlY SHALL BE INSTALLED WITH DE31GN. + + + + (SEE MONOPOLE FOUNDATION DRAWINGS) �A��E i
+ + + + INTERNATIONAL y �
IN THE COMPOUND OR WITH IN THE FUTURE 4 CUSTOMER COAX CABLES SHOULD NOT INTERFERE WITH ANY EXISTING SAFEfY CLIMB CABLE OR TOWER ++++ + I
BUILD AREAS. )
LIGHTING FIXTURES. + NEW AT&T COAX, TYP. X7 i
9830 S. 51 ST STREET i
�
PHOENIX,AZ 85044-5677 �
NEW CROWNCASTLE MONOPOLE �
t' o z' a' s' (SEE MONOPOLE MfG DR,4WINGS)
1 COAX & ICE BRIDGE SCALE: 1/2" = 1'-0" PLANS PREPARED BY: i
sca.E: ,�r-r-o-
i�
i
�
�
�� / / � 13989 W. 1st Ave. I
�� \ � ceQ �- � Golden.Co 80407 �
—� / � � � P:303-325-5608 F:303-325-5829 �
��—�'� �� �� Q � � ' �' �' � �
�_��`� � `e � - - - _. - - � o�Pp4 REG/SlF ';
NEW JERSEY BARRIER, NP. �, � ' '�'' �
� � (PAINT GRAY) � � � � � ��, ;Q�ER JAtij�c'••.�Pl� i
/ / � �, : 4 SJ,.. ;
� 51�_0" � w � � � �.
� — � 34 ;
� 25'- ° �' �� �
.
S.�4ry � EX. BUILDING • � O � z� I
e
� ( �e Fss•.....••� :
�ONAI.�- G �
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� ` I **�CONSTRUCTION NOTE*** } � � � � i
5���� I CONTRACTOR TO COORDINATE m Y Y Y s i
UTILIN INSTALLATION WITH THE
`e ( TOWN OF VAIL PROJECT CU$TOMER #1 CONDUIT RUN o I
(1) 4" ELEC. & (1) 4" TELCO �
� MANAGER. T.O.V. WILL ADD � I
� REDUCED AT SHELTER AS
Q I ADDITIONAL 4" CONDUIT IN NEW REQUIRED � !
5'���� �e I CROWN CASTLE UTILITY TRENCH. � �, _ ���=�"� � z ;
/ / � z p I
N O . � — � �' Z �U c~n c~n I
�j 1 NEW CROWNCAST�E I `- ��- � � � � o o i
o � � PLACE CONDUIT PULL � � � - � � N c� c�
, ICE BRIDGE � -
2'-0" ,P I •. � � BOXES AS NECESSARY � � � � c� w z > > �
tn � o w w
n o -.: B N � � — o ac� � � i
' \ � I � � � �
a `. / -� `
. � °,.;. � _. � �(2) 4" PVC TELCO CONDUITS TO �- � Fo�- N� N
�r , :�: o ` � � � ` '� v �-� � � EX. ADMINISTRATION BUILDING � � ' Fp-�` w `-���
/� c �\� m ° 4_� I i� E �� � -7 _ � � (INSIDE UTILIN EASEMENT) —vo���-- p o 0 0 0�
\ 6, ' � � JIV � � � � — vo �c� _ �
� � � �o�— �� �, � � � E
J Qe A —Fa � �l�T� � 10'-�» ` ❑ � _ v�— �-f� � _- � � w o � N � � '
F� / ' �' -� _ �� FO �� � Z
/� s� \ a, _�,�� ' � NE1N CROWN CASTLE � � � F� ����— �- � � — � - DRAwN BY: KR I
ee n ���i i��/ i� 25'-0" X 51'-0» � �� j� � _ < <
/ � 0�r� � � r �" _ DRAWINGDATEKS117112
11�- IOJ �_ / ASPHALT LEASE AREA-" � � ��� � �`
' IQj� — � \ (2) 4" PVC ELECTRICAL CONDUITS �
�jj� / � -" � �. � � TO NEW TRANSFORMER (TBD) , �� — — �- � � �
L • � � �/ � � � � �" �(INSIDE UTILIlY EASEMENT) � �
j SITE NUMBER:COU4145
� � ._- --" � �- _' - - � '� — � � _ � � � �- � � �
L • � � � � � � � � � � -�' � � � — — � � SITE NAME:SUNBURST MONOPINE ,
——�� � � _ � � � � � � � � � � � � � � � �� � � � CROWNCASTLE SITE NAME
�
W � i � � � � � � � � � �
- — — — — — — — — � — -- '— 1 � � � F � "� NEW TEMPOR,4RY UTILIN '� � � � � � �
E_��� � � -- � �� -- -- i CROWN-VAIL
°� � �F��L POLE & 0/H ELEC. RUN � � � � � � r � �
� ! ` � � NEW TEMPORARY 0/H � TO BE REMOVED BY � � � � � � � � _ � � i � BUSINESS UNIT NUMBER
�� � � ELECTRIC TO EX. POLE 6/30/13 � -" "-
. _ _ — — -" —�—E�f E` ���5 ' � � � MOUNTED TR,4NSFORME� .� — _ � � ' _ � '
� � � � 810106 j
� � � � �
`—r� -� ""� ���-'� � ' ` � _ _ ! -� � — _ ` �' ' � � �. — _'_' SITE ADDRESS j
't �� � -- � s� � i
_, _ �EXISTING PROPERiY LINE � � ' � � � � � � 1309 ELKHORN DRIVE
— — '-' — (SEE LS1) �� ` � '"- � � � � � � vAiL,CO 81657 ;
� � � � � � EAGLE COUNTY �
� ` � � � � � / � ' USA
— -- "'_ — _ —�� � � —, — � � � � — � � � � \\ �� SHEET TITLE I
�/ j
— — -- — _ — — I � �I � — � . I i � _ � ' � � � ' CON ANDPLAN
2 ° 4 8� 12� COAX ICE BRIDGE
= 1 CONDUIT PLAN SCALE: 1/4" = 1'-0" SHEETNUMBER
oscn�: ,�a•=,•-o-
A-3
�
i
m ;CPP�� i
CONE PROTECTION AREA pARKING2SPACES & ��
AROUND EX. LIGHT POLE �� � � I
& FIRE HYDRANT CONSTRUCTION STAGING ��L^ � i
TEMPOR,4RY 51'-0� � T��I !
PORT-O-JOHN LOCATION —� �� �'���� �'
D4 EX. BUILDING _ I
� -— i
75�_p" � � � CROWNCASTLE _ _1'_===_=____
� LEASE/WORK AREA =.�_ ��_ - _ ��.---�_,��� LINE �
� o "____ ��--_" -�..� _ CCA�TLE
��— ,--
TEMPORARY � �'=��=� ��__-� INTERNATIONAL�
CONSTRUCTION �- ���---
ALL TEMPORARY ELECTRIC �' STAGING AREA / - �=t - � �,_�_���� - � �--�
EQUIPMENT TO BE ' �'� �—= 9830 S. 51ST STREET I
o - -_�--- �
� 135' ��� �_NEW TEMPORARY.���-�-
EXISTING EASEMENT REMOVED BY 6/30/13 ° ,_ -�--�---��`` -UTILITY POLE - � -= ./f� PHOENIX,AZ 85044-5677 I
�/"�---�--'���-��� -� � ��� -�=�-�f- i
NEW TEMPORARY �=�--_� �� --- �- - ��!�=r--
NEW TEMPORARY 0/H ELEC. RUN UTILI7Y POLE � �_�� -_=i� ___ - -� . �_ , ����`i_;�-�==_- PuwS PRePnReo er: �
(TO BE REMOVED BY 6/30/12 `ne � � _- _ � ��� �-r� �r - ���`_�___ i
NEW TEMPORARY ZOOA ��_ � -- _�� � �� �-� - -
135� �����-�' �a _- ,. =='=''�l'=�=�==
METER & DISCONNECT AT � _ --` �= �.���
BASE OF TEMPORARY POLE - � _�- = � � � �-������-� �� �- =
_'_ ���� �=��i�==� i==-' I
�-
NEW TEMPORA ! l �=-=�__"__��� 8265 � �=���%�=�����=="_ -- �
��
UTI �E \ � � ��- � � ����%'�� �� ����� � ��-� 13989 W. tst Ave.
EX U�� `--- -��-'=-�=�- _-= � ���%%���%�������ii-'=_-=
� ELECTRIC �'— ��==-�=� -��=��-'�'� 825�'=�� '�%�=���' - ' �'=- � Golden. co ewol �
�/� ���� � �� �� ��j� P:303-325-5608 F:303-325-5829 �
EX. PROPERIY LINE �--�=�=-i-�=��=�-� -����' -��i'%���%��' %�i� li
;�-^�_�%- -� �� _ _��
EX. Uj/G ELEC. TO (5) TEMPORARY ���=��- �� �_�_-_��=��� 8255 ==_��-� �� �����
' �6� NEW I�TILITY POLE CONSTRUCTION PARKING -„ ���_�=��_=_�-_�_�__��� ���- _-��� �'%'�� �
� EX. UTILIN POLE SPACES ALONG � _ �=���� ���-��=�� -_���i% FJ _�_�__j%�'� ��p0 REG�s�. il
o� PROPERTY LINE CDOT R.O.W. �- � ���� - -i� ��� S�����- O .•°����'• F
� _ & TRANSFORMER � �- - - '�%�r-� _=_==`�'� �'�. ���.,`Q�E.RJA F•.��P� '
R.0 W. APPROX. MM 177 �� _�-����� ���= ==�� ��/ y Ms ,
� 1 ������� ����%�='-� �� ,
M 177 �LINE =_� =��������-' s 3 ,
R� MM � . �� ���' .� ;
35� +/� F ` �i�� ����
' - ' �-' �.V 0 �
� 8� 0 ,s� 32• 48� F , � 2�G�-:
1 TEMPORARY ELEC. ROUTE SCALE: 1/16" = 1'-0" ss�ONAI`��,.�
scuE: ,�,s•-,•-o• ;
�
� �� �J � � `�\ °e . r � � � � 'i
\� � .���, EX. U/G m Y Y Y Y
� ELECTRIC FO / z j
/ Fp/ O i
1�� NEW TEMPORARY TELCO � �
�i� CONDUIT OVER ROOF � I
� � TO EX. TElCO ROOM - - � z �
� EX. BUILDING -- z o I
v �-� z o � � � �
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�� � � Z Z
S ° EX. U/G ----�/ f a �� o o �
/ /���W GAS LINE �---- � w z � � ;
EX. U/G ELECTRIC EX. GREENHOUS�/TYP. � i�/ o ° � � � �
/�� / ��� EX. U/G
WATER LINE c� � c�
*** DRILLING NOTE: �� � i� W ���
DRILL RIGS FOR TOWER FOUNDATION WILL �� �� EX. U/G STORM �� z a '����
NEED 40' OF STAGING TO ON TOWER SITE \ � i DRAIN & INLEfS �
� i �EX. U/G STORM i i � o ° o 0 0 �
(SEE PLAN). DRILL WORK DURATION NOT � �� DRAIN & INLEfS i� ��� PROPOSED DIRECTIONAL N � � i
TO EXCEED TWO DAYS � � � EX. U/G � — � o
��--- i BORING ROUTE FOR sco+ � z
�� � WATER LINE
� � i TEMPORARY TELCO CONDUIT s�r+�� !
DRILL RIG STAGING AREA � � / VERIFY ALL UTILITY
� � � OCATES IN FIELD sw+�— � DRAwN BY: KR �
(2) PULL IN PARKING SPACES 40'-0" � �� 4b EX. U/G SEW���' CHECKED BY: KS
�� DRAWING DATE: 11/7/12
& CONSTRUCTION STAGING �P�� � � s�+ � i
CONE PROTECTION AREA AROUND I �W � �� '
EX. LIGHT POLE & FIRE HYDRANT �/ j /� ° ^ �� SITE NUMBER:COU4145 i
TEMPORARY PORT-O-JOHN LOCATION \ 51'-0" BORING EQUIPMENT F° �`' � � SITE NAME:SUNBURST MONOPINE i
\ � STAGING AREA ,� CROWNCASTLE SITE NAME I
�
/
TEMPORARY � � � , EX. BUILDING F� ____:- _�- CROwN-vAIL �
CONSTRUCTION , p� � � / CROWNCASTLE �- _.- _---,=__.- EX. U/G STORM DRAIN �
STAGING AREA 75' n�' ���- --- BUSINESS UNIT NUMBER
�,/LEASE/WORK AREA - �-�_� - ____- ;
� ?�- ` �---
1 � ��_� � � EX. PROPERN LINE 8101os I
��-- ��- � �CDOT R.O.W. �
TEMPORARY � ��==�__'� ��___-' EX. U/G � SITE ADDRESS i
ELECTRIC
CONSTRUCTION / � _- �� �����' -=ti� 13Q9 ELKHORN DRIVE
o / -�-% �_ � �-�����--� � *** BORING NOTE:
STAGINO AREA 5 +/ - �t � ��- `�� ���- r--_ BORING WILL REQUIRE 40SF OF STREEf VAIL,CO 81657 I
EAGLE COUNTY
"���! CUTTING ALONG WITH 1'X1' POTHOLES �Sq i
� 13'-- ��-�� � _� -� � ��=��JJ� EVERY 30' ACROSS EIKHORN DRIVE WITH i
ONE 6'X6' OPENING AT THE BUILDING TO SHEET TITLE
-- ,�,�� -- _�_--r - %-` �==- ;
!�- �-� -
� — �,�--=_��� ___= —� ; _ ,._.=.�;,::=�_—_-= INSTALL CONDUIT TEMPORARY i
- -- — UTILITY PLAN �
�` �� �- � --__- � 8, o� 16�� �32� =���' � �!� �-=
� 2 TEMPORARY FIBER ROUTE SCALE: 1/16" = 1'-0" SHEETNUMBER !
� s�: ,i,s•e,•—o• �
Z A-3A
�a t&t
, ,
�
(E) 100KVA POLE MOUNT
TRANSFORMER 120/240V, 10, 3W ��
�s�,- 29.�65A �CA�T L E�
3#3/0 CU
SHORT CIRCUIT CALCULATIONS 10 MEfER PER --� �scp= 13,216A �APPROX. 70') INTERNATIONAL y
LOCAI UTILITY
POINT T❑ POINT METHOD FOR SHORT CIRCUIT CALCULATIONS ILLUSTRATED IN (NEMA 3R) M
BUSSMAN MANUFACTURING PUBLICATI�N FORM sPn9o. 9830 S. 51 ST STREET
SERVICE� 120/240 V., 1-PHASE, 3W 3#3/0, 2"C PHOENIX,AZ 85044-5677
AVAILABLE SHORT CIRCUIT CURRENT FROM UTILITY = NEW 200A TEMPORARY
I = 100 x 1000 = 416,7A METER + DISCONNECT #4 COPPER TO GROUND ROD PIANS PREPARED BY:
f.L 200A/2P SERVICE �
�40 DISCONNECT � BOND TO NEUTRAL
M = 100 = 71.43 SWITCH W� 200A FUSES
1.4 (NEMA 3R) � �
I S� = 416.7 x 71.43 = 29,765A —
FIND FACTOR f = 2.0 x (tength In feet) x (short circuit current) 3 #350 mcm, 1 #4G - OH 73969 w. 7st nve.
Cconstant froM Tabte C> x Cline-to-line voltage) (APPROX. 315') Golden, Co 80401
P:303-325-5606 F:303-325-5629
f = 2,0 x 70 x 29,765 = 1,25 NEW TEMPORARY UTILITY POLE
13,923 x 240 3 #3/0, t #4G, 2"C
FIND FACTOR M = 1 Isc3= 4,784A � � O � ��//,
1 + f M = 0,444 � �' i
��N D. P ' �
SHORT CIRCUIT CURRENT AT NEW 200A METER = M x AVAILAHLE S.C. CURRENT NEW 200A NEMA 3R - , • �
I = 13,216 A. FUSED DISCONNECT p � �����
REGROUND PER N.E.C. �� _
ARTICLE 250 MASTER GROUND - : .�
f = 2.0 x 315 x 13,216 = 1J6 — BAR �: 11502 ;� _
19,704 x 240 3 #3�0, 1 �4G. 2"C � ��• � � ��2 ' � �
FIND FACTOR M = 1 200A/2P MANUAL r- i� F• •.l���.• • �
GROUND GROUND i �'• •'��� �
1 + f M = 0.362 TRANSFER SWITCH� ROD ROD � , (�� �� �
V ��
SHORT CIRCUIT CURRENT AT NEW 200A METER = M x AVAILABLE S,C, CURRENT (NEMA 3R) 535.3 MLM (DC) 1 � � ���j���� �NA� \VA����
I = 4.784 A. 200A, 10, 3W, -�0 .. .-• POS., 1 NEG. 1 � ^
W/GND APPLEfON � GRND o
GEN PLUG � � m � � �
�
c�
BATTERIES o
o z
rn o
3 #3�0, 1 #4G. 2"C (8) #1�0 DC � o
�e �
PANEL 'LA' SQ D (2) #4/0 DC
i �� z
�
QO LOAD CENTER� o o � �
2 #6, #10G, 1"C �°n °o °o � U � �
� 200A�2P � � � � � � �'
M (/) w Z j
60A�2P 30A�2P o � � �
i-. �-.
TVSS DC
60A/2P 30A/2P POWER PLANT N N «
HVAC 1 � � 2000A � � rn��
60A�2P 30A�2P RECTIFIERS O o N
y\ �
R�E�FER TO SHEET E-2 FOR PANEL 'LA' SCHEDULE HVAC 2 1 2 3 4 � °' ° °
15A/2P 30A/2P SPR SPR SPR SPR w o
� � 12x12x4" � z - �� �
PWR FAIL 'J' 80X
20A/1P
^ DRAWN BY: MF
�NT RECEPT O CHECKED BY: MF
15A/1P 4#10, 1#10G, 1"C DRAWING DATE: 9/19/12
INT LIGHTS
15A/1P
�--�
EXT LIGHTS
20A/1 P SITE NUMBER:COU4145
EXT RECEPT ^ SITE NAME:SUNBURST MONOPINE
CROWNCASTLE SITE NAME
#4 COPPER TO � CROWN-VAIL
GROUND ROD DO NOT — BUSINESS UNIT NUMBER
BOND TO NEUTRAL
810106
1•SERVICE POWER TO EQUIPMENT SHALL BE 120/240VAC, 200A, SINGLE PHASE. SITE ADDRESS
2.CONTRACTOR SHALL COORDINATE WiTH UTILIIY COMPANY BEFORE THE START OF CONSTRUCTION. POWER AND TE�EPHONE 1309 ELKHORN DRIVE
CONDUR SHALL BE PROVIDED AND INSTALLED PER UT�LITY REQUIREMENTS AND UTILITY NOTES ON DRAWING. VAIL,CO 81657
3.ALL SERVICE EQUIPMENT AND INSTALLATIONS SHALL COMPLY WITH THE N.E.C. ANO UTILITY COMPANY AND LOCAL CODE EAGLE COUNTY
REQUIREMENTS. USA
4.BALANCE LOADS AFTER EQUIPMENT IS INSTALLED. SHEET TITLE
PG30a£34 aCn1�OCn1£�£�G3�W�o OCn�G TEMPORARY SERVICE
5.TELCO BOX TO 8E A NEMA 3R ENCLOSURE (FURNISHED AND INSTALLED BY CONTRACTOR) W/ INTERNAL 5/8" THICK 6909 ISoutv� Holly�C rc�e, Suite`�304` ELECTRICAL ONE-LINE
PLYWOOD BACKBOARD. COORDINATE WITH LOCAL UTILI7Y PRIOR TO INSTALLATION. CONTRACTOR SHALL FURNISH AND INSTALL. Englewood, Colorado 80112
Phi (303) 773-8773 Fnx� C303) 779-8333
SHEET NUMBER
TEMPORARY ELECTRICAL SERVICE ONE-LINE DIAGRAM SCALE: ,�
NTS E_2q
�a t&t
�
R �/ �
CASTL E
INTERNATIONAL y
�NEw cROwNC,asT�E 20'—o x i i'—s" � 9830 S. 51 ST STREET
% EQUIPMENT SHELTERS —EX. BUILDING �— PHOENIX,AZ 85044-5677
(TO MATCH MATERIAL &
/ COLOR OF EX. BUILDING)
T��
/ / �-i���,��,,,
PLANS PREPARED BY:
/,,
/
�� 13969 W. 1st Ave.
� i��%''
Golden, Co 80401
' ,/
P:303-325-5606 F:303-325-5629
�
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. �
�
O •
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;/� � °.�'. � �/9/�2;��, ;
NEW CROWNCASTLE i ��i�� �ii ����''•••••''��j� ���
NEW AT&T MONOPOLE '•B" � �" ��� �����ONA L � ��A��
�'i
i�
/
�PANEL 'LA'�NEW AT&T NSS ��,�i,,,'�� � ����///IIIIIIIIL\VAA�A
COAX PORT
� m m
BACKBOARD � NEW PERMANENT ELEC m � �' �'
� 2" PVC CONDUIT �1
�FOR TELCO & TELCO RUNS
�(2) NEW 4" PVC CONDUITS U/G
B �� TElCO RUN TO TEMPORARY �
� � ADMINISTRATION BUILDING Fo— �, z
1 I Fa � ��� PEDESTAL Fo� � o
� F0� . �� � � F0� UE� �� z �
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DISCONNECT ;
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� TGjr� '�r / �E (2) NEW 4" PVC CONDUITS RTY L�N N "' "'
NEW CROWNCASTLE MONOPOLE "A� > �Ir�I�1 � WITH 3#350 MCM CU P R O P E w �,��
�7I�11 � � (aPPROx 3ao') z Q °' � `
NEW AT&T �� �2" pVC CONDUIT W� ° � � ���
TELCO DEMARC � 3#3/0 CU+1#4CU GND. w o � , �
� NEW AT&T MEfER & SERVICE � z — �`� '�
DISCONNECT IN 600A
NEMA 3R MEfERBANK DRAWN BY: MF
� CHECKED BY: MF
- - �` DRAWING DATE: 9/19/12
- � �HIGHWAY BERM `
� NEW TEMPORARY UTILITY ~
� � POLE & 0/H ELEC. RUN
SITE NUMBER:COU4145
- - � TO BE REMOVED BY SITE NAME:SUNBURST MONOPINE
\ 7�15�13 CROWNCASTLE SITE NAME
3#350 MCM CU CROWN-VAI�
(APPROX 315�)
BUSINESS UNIT NUMBER
810106
SITE ADDRESS
1309 ELKHORN DRIVE
VAIL,CO 81657
EAGLE COUNTY
USA
SHEET TITLE
PG30af�4 £���OCr�i a£�G30�i�fl �G�1G
MECNANILAL ENGINEERS � ELECTRICAI ELETRICAL SITE PLAN
6909 South Holly Clrcle, Sulte 304
Englewood, Coloro.do 80112
Ph� (303) 773-8773 Fax� (303) 779-8333
SHEET NUMBER
POWER/TELCO SITE PLAN SCALE: ,�
1/4„_�,_�„ E-3
GROUNDING NOTES: �
1. CONTRACTOR SHALL INSTALL THE MINIMUM NUMBER OF GROUND TO GROUND BAR AT—� TO GROUND BAR AT GROUND BAR AT �
RODS AS INDICATED ON DRAWING. GROUND RODS SHALL BE 5/8"X10 FOOT BOTTOM OF MONOPOLE. \ BOTTOM OF MONOPOLE. ANTENNA ELEVATION. ��a t&t
COPPER GLAD GROUND RODS AND SHALL BE SPACED 15 FOOT APART. � � ��
SEE GROUNDING PLAN FOR APPROXIMATE LOCATIONS; � ,
CONTRACTOR SHALL PLAN FOR INSTALLING ADDITIONAL GROUNDING AS � EXOTHERMtC WELD
REQUIRED TO ACHIEVE 5-OHMS OR LESS TO GROUND.
CONNECTION (CAD WELD) �
2. ALL BURIED GROUND W�RES INTERCONNECT�NG GROUND RODS, � � � MECHANICAL CONNECTION (LUG ��A��E
TOWER STEEL, SHELTER, AND EQUIPMENT_EXTERNAL GROUND RINGS CRIMP OR C CIAMP) INTERNATIONAL y
(EGR) SHALL BE 2/0 AWG BARE TINNED CU STRANDED WIRE.
� INSPECTION WELL
e � RE: 3/E-7
— ALL FENCE POST LEADS, ICE BRIDGE LEADS AND UTILIN RACK LEADS NEW AT&T ANTENNA� 9830 S. 51 ST STREET
COPPER CLAD GROUND
SHALL BE ROUTED AS TO NOT INTERFERE WITH FUTURE CUSTOMER � GROUNDING BAR � ROD PHOENIX,AZ 85044-5677
EQUIPMENT PADS, SHELTERS, OR ICE BRIDGES. � NEW CROWN CASTLE
(TYPICAL EACH SECTOR) MONOPOLE "A" COPPER CONDUCTOR
NEW CROWN PLANS PREPARED BY:
3. ALL GROUNDING WIRE AND LEADS SHALL FLOW (IN A SMOOTH CASTLE MONOPOLE � TINNED COPPER
CLOCKWISE (CW) PATH FROM THE TOWER TO THE GROUND RING. "B" GROUND BAR
ALL GROUNDING WIRE AND LEADS SHALL FLOW IN A SMOOTH 0
CLOCKWISE (CW) PATH FROM THE TOWER RING TO THE CUSTOMER RING.
AND ALL GROUNDING WIRE AND LEADS SHALL FLOW IN A SMOOTH COUNTER 13969 W. 1st Ave.
CLOCKWISE (CCW) PATH FROM THE TOWER GROUND RING TO THE FENCE POSTS� �ROUTE GROUND CONDUCTOR THRU WALL Golden, co eo4o�
W�TH NO KINKS OR SHARP BENDS. ALL BELOW GRADE CONNECTIONS TO INTERIOR GROUND RING (TYPICAL) CAD P:303-325-5606 F:303-325-5629
SHALL BE EXOTHERMIC WELDS (CADWELD). TEE CONNECTORS ARE NOT TOTBE GPLACED' W�THIN THE LE�SE�REA OR W THIN�AN DING IS WELD TO GROUND RING WITH NO SPLICES �
PERMITTED ABOVE OR BELOW GRADE ON CROWN SITES. INGRESS / EGRESS ROUTE � EACH CORNER RE: 4/E-11 I O R �'
��� ... ���i
- FOR GUY TOWERS: .�p1 D. P�'• '�
INSTALL NINE (9) GROUND LEADS, THREE (3)LEADS PER LEG TEST WELL (TYP p � cP���� �
AROUND THE TOWER: #2 SOLID BTCW UFER GND. FROM RING OF 2) •o -
(1) ONE FOR ATfACHMENT TO THE TOWER BASE _ � •
(2) TWO SPARES FOR FUTURE CUSTOMER'S BUSS BARS CAD WELDED TO CONT. FOUNDATION �,� 11502 �� _
REBAR (TYP. 2 PLACES) � 0�.� � ��g�1 2; � �
-FOR MONOPOLES: � � �� �' �����. ' ��
. .
INSTALL NINE GROUND LEADS (3 LEADS PER LOCATION) � � � \ i Fs •C��'�
AT 120' AROUND THE TOWER: � � � ��i/�����NAL �� ���
� � �V�A
(1) ONE FOR ATTACHMENT TO THE TOWER BASE � � � � ��III I I I III\�
(2) TWO SPARES FOR FUTURE CUSTOMER'S BUSS BARS � � � /
��- � � � 2/0 STRANDED r � m
I � — � � , TINNED COPPER � °' � �' '
- ALL SPARE GROUND LEADS FROM THE TOWER GROUND RING SHALL � � � � � I �
BE CUT OFF AT 12" ABOVE GRADE AND ZIP TIED OR TAPED TO THE I � — � � � GROUND RING, 6" ;,
ATTACHED TOWER LEAD IN MINIMUM OF TWO 2 PLACES. � ��� � I � BELOW FROST ;� � o
� ) INTERIOR GROUND HALO I � LINE (TYP) RE: ��/ '�
� PROVIDED BY SNE�TER � —� 6�E-11 �� �
4. GROUND LEADS TO MONOPOLE SHALL ONLY BE CADWELDED TO i � � �
� MFR. CONNECT EACH CABINEf TO � i
MANUFACTURER'S GROUNDING TAB OR THE BASEPLATES. "NEVER � � � z z o
CADWELD. BRAZE OR WELD TO THE TOWER STRUCTURE SECTION". � I INTERIOR SHELTER HALO / � o o � „
� AWG #6 BTCW TO DOOR I I I \� � � � �
/
5. ALL EXOTHERMIC WELDS TO ABOVE GRADE STEEL STRUCTURES 1 FRAME (TYP) � �� � c"n w z
M U S T B E C O L D G A L V A N I Z E D A N D S P R A Y E D W I T H M A T C H I N G R U S T � � � - - � � � / I w � �
INHIBITOR PAINT. I I1 �MASTER GROUND BAR � � ` � � � � / — � \ � �, �; Y
�
GROUND TEST PROCEDURES: I I / AT ENTRY PORT — � � / �� \�O"� �i � \\ � � W �'
� z a °' �
A. CCUSA STANDARD REQUIREMENT FOR RESISTIVITY TO EARTH � � — � � / NEW � � � � ° � �o
� � � CROWNCASTLE � � 1
ON ALL SITES IS 5-OHMS OR LESS. IT IS THE CONTRACTOR'S R� � w o
I MONOPOLE "B" � z � N �
RESPONSIBILIN TO ENSURE SUCH REQUIREMENT IS ACHIEVED. 1 � — � � �\ B 1
REVIEW OF THE SOIL RESISTIVITY TEST PRIOR TO INSTALLATION � �� DRAWN BY: MF
OF THE SITE GROUNDING SYSTEM WILL GREATLY ASSIST IN 2/0 STRANDED � CHECKED BY: MF
DETERMINING THE TYPE OF GROUNDING INSTALLATION, NUMBER \ � — � � TINNED COPPER � 1 DRAWING DATE: 9/19/12
AND TYPE OF GROUND ROD(S). e � � � � I GROUND RING, 6"�� f- - - �
B. PERFORM THREE POINT FALL OF POTENTIAL GROUNDING � � \� T?N EDTCOPPER LNELOTYPR RE: / / -�f T��`1�� SITENUMBER:COU4145
(MEGGER) TEST UTILIZING THE °AEMC 4500" TEST INSTRUMENT �� r — �
GROUND RING, 6�� � 6�E-11 � ���������� SITENAME:SUNBURSTMONOPINE
FROM A MINIMUM OF TWO SEPARATE POINTS IN TWO SEPARATE GROUND BAR AT- � � BELOW FROST r���71"1 CROWNCASTLE SITE NAME
DIRECTIONS FROM THE POINT OF CONTACT. ENTRY PORT � A LINE (TYP) RE: T �ff����� �H-FRAME
6�E-1 1 G���� � CROWN-VAIL
C. THE CONTRACTOR SHALL DOCUMENT MEGGER TEST RESULTS � ' � 71- f�l� TO GROUND BAR AT TEST WELL
NEW CROWNCASTLE � �lZ TOP OF MONOPOLE. eusiNess uNir NuMBeR
ON THE CROWNCASTLE CLOSEOUT REQUIREMENTS DOCUMENT � _/ / �-��%��
IN THE MEG TEST TAB. 1 MONOPOLE "A" � _ � _� ��_ � �� � ��
� r''�� � � 2�0 STRANDED TINNED COPPER a�o�os
D.THE CONTRACTOR SHALL DOCUMENT THE LOCATION OF AL� �1 � r � 7���/ � GROUND RING, 6° BELOW FROST
T� SITE ADDRESS
� �' — �-'�f"� LINE (TYP) RE: 6�E-11
BELOW GRADE GROUNDING COMPONENTS AND PHOTOGRAPH i ��,T����1�= � �sose�KHORN�Rive
WITH A DIGITAL CAMERA THE ENTIRE NEWLY INSTALLED i���-�-f��� vai�,co s�ss�
GROUNDING SYSTEM PRIOR TO BACKFILLING ANY OPEN TRENCHES. ���� TO GROUND BAR AT � eaG�eCOUNTv
E. FORWARD THE MEGGER TEST DOCUMENTATION TO THE TOP OF MONOPOIE. usa
SHEET TITLE
REGIONAL CCUSA REPRESENTATIVE (AS PART OF THE FINAL SITE ppp£�£�4 aW�OWaaG3�fnl�fl �WCS
CLOSE—OUT PACKAGE DOCUMENTATION�. MecNnHxcn� ENGINEERS � ELECTRICAL
O 6909 south Holly Clrcte, su�te ao4 GROUNDING PLAN
Englewood, Colorado 80112
Ph� C303) 773-8773 Fcx� (303) 779-8333
SHEET NUMBER
GROUNDING PLAN SCALE: ,�
1/4"=1'-0"