HomeMy WebLinkAboutB12-0585 REV1 CR1 PLANS � SITE DRAWINGS �� I
C O � SHEETNUMBER DESCRIPTION �at&t
/� /� � �
A L / T-1 TITLE SHEET i
J :_ LS1 SITE SURVEY(1 OF 2) �
L LS2 SITE SURVEY(2 OF 3)
I N T E R N A T I 0 N A L � LS3 SITE SURVEY(3 OF 3) R w � I
CCA�TL E '
ARCHITECTURAL INTERNATIONAL y �I
A-1 SITE GRADING PLAN i
SITE NAME: CROWN-VAIL A-2 ENLARGEDSITEPLAN 9830 S. 51ST STREET '
ADDRESS: 1309 ELKHORN DRIVE SITE ID: 810106 A-3 CONDUITBCOAXICEBRIDGEPLAN PHOENIX,AZ85044-5677 i
A3A TEMPORARY ELECTRIC 8 TELCO ROUTES
VAI L, CO 81657 A-4 NORTH MONOPOLE ELEVATION PLANS PREPARED BY: I
ADDRESS: 1309 ELKHORN DRIVE A-5 CROWNCASTLEANTENNAMOUNTDETAIL
SITE NAME: SUNBURST MONOPINE A-6 AT&TEQUIPMENTLAYOUT&ANT.DETAIL �
VAI L, CO 81657 A-7 CROWNCASTLE GENERAL NOTES j
S ITE I D: COU4145 S-1 STRUCTURAL DETAILS 8 NOTES I
CD-1 CONSTRUCTION DETAILS 13969 W. ist Ave. i
Golden, Co 8W01
CD-2 CONSTRUCTION DETAILS R303-325-5606 F:303-325-5629 i
CD3 CROWNCASTLE SIGNAGE DETAILS j
DIRECTIONS FROM I-70 & I-25 DENVER, CO ELECTRICAL pp RE�/ '
SF ;
E-1 ELECTRICAL NOTES o�p�Q��'R jp�Fs��F
E-2 ELECTRICAL ONE-LWE V �O �'.� I
.
TAKE 1-70 WEST TO VAIL.AT EXIT 180, TAKE RAMP RIGHT TOWARD E '�, o� �
�� ,,, E-2A TEMPORARY ELECTRICAL ONE-LINE � �. i
ENTRANCE/VAIL.TURN RIGHT ONTO BlGHORN RD,AND THEN IMMEDIATELY ,� " '� � 3461 O —'; ';
���`� � � 4 � ��� E-3 ELECTRICAL SITE PLAN
TURN LEFT ONTO N FRONTAGE RD E.ROAD NAME CHANGES TO S ` ����������9���,� � �,� '�� � E-a GROUNDING PLAN \ �
•.
_.: ',� .�`�. •. , • �
FRONTAGE RD E.TURN R1GHT ONTO ELKHORN DRIVEAND PROCEED UNDER y ,� " ;�`�"�'�. . E-5 ELECTRICAL DETAILS �+ •^'��G
�"� , ^ `�. ������������- E-6 ELECTRICAL DETAILS ���NA�� �
HIGHWAY.SITE IS ON WEST SIDE OF TOWN OF Vi4lL PUBLIC WORKS �����'��� ;�°�" � °� E-� e�ECrRicA��erAi�s ;{
FACfLITY �� �
����M �
„�:'��' E-8 ELECTRICAL DETAILS r � � � � �
m Y Y Y Y Y �
£ ������ E-9 AT&T ELECTRICAL DETAILS o
S I T E D I R E CT I O N S ' ���q E-10 ATRT ELECTRICAL DETAILS � I
U
E-11 ATBT ELECTRICAL DETAILS �
����� �
����� AT&T GENERAL NOTES � z
PROJECT INFORMATION o � � N � � '
GN-1 GENERAL NOTES z o �_ � � '
� z z cn
� "' GN-2 GENERAL NOTES � � o o z
NEW"NON-INHABITABLE"TELLECOMMUNICATIONS SITE CONSISTING �*�''����v�B�� � � v � " o :
� ��'�'� � � ��� '--�� � GN 3 GENERAL N TE �
- O S U w 2 � ]
cn � O w w � �
w a c� � � w
.
OF A CROWNCASTLE MONOPOLE&EQUIPMENT SHELTER
' GN-4 GENERAL NOTES o �
SURROUNDED BY A JERSEY BARRIER ENCLOSURE GN-5 GENERAL NOTES ��� � � ��
: N r rn co � v
--__.�..____ GN-6 SIGNAGE&NOTES Z a �����
VI C I N I TY MAP REFERENCE DRAWINGS � ° � � � � �
>
w � .— N r7 d' � '
SHEET NUMBER DESCRIPTION � Z '
TM-1 TOWER MFG.DRAWWGS DRAWN BY: KR
TF-1 TOWER FOUNDATION DRAWINGS CHECKED BY: KS
A&E FIRM: SITE DEVELOPMENT: ELECTRICAL ENGINEER: SURVEYOR: Es-, EQUIPMENTSHELTERMFG.DRAWINGS DRAWiNGDATE: 11/14/12
ATECS,LLC. ATECS PRIEST ENGINEERING INC. EsF-� EQUIPMENT SHELTER FOUNDATION MFG ;
� DALEY LAND SURVEYING,INC. DRAWINGS SITE NUMBER:COU4145
13969 W?STAVE CONTACT:CHRIS STALEY 6909 SOIJTH HOLLY CIRCLE,SUITE 304 �
�O7Z7 FLAGLER DR. SITE NAME:SUNBURST MONOPINE
GOLDEN,CO 80401 16360 TABLE MOUNTAIN PARKWAY CENTENNIAL,CO.80112-1045 PARKER,CO 80134 CROWNCASTLE SITE NAME j
PHONE:(303)325-5606 GOLDEN,CO 80403 PHONE(303)773-8773 FAX.•(303)779-8333 CONTACT:ROB DALEY,PLS CROWN-VAIL
CONTACT:KHRISTOPHER SCOTT PE PHONE:(T19)471-3365 CONTACT.•ARWIN PRIEST
�
BUSINESS UNIT NUMBER �
I
870106
SITE ADDRESS �
SITE MANAGER CONSTRUCTION MANAGER ZONING MANAGER RF ENGINEER PROJECT MANAGER UTILITIES 1309 ELKHORN DRIVE
VAIL,CO 81657
POWER COMPANY: TELCO COMPANY: EAGLE COUNTY i
HOLY CROSS ENERGY CENTURY LINK
� USA
CONTACT:JEFF VROOM CONTACT:BARB DAVIS � SHEET TITIE
PHONE:970-947-5425 PHONE:970-468-6860 EXT.2
NAME: NAME: NAME: NAME: NAME: KI�OW WIIat�S��iIOW. TITLE PAGE �
DATE: DATE: DATE: DATE: DATE: Vall before �u d� .
Y � SHEET NUMBER
T-1
i
TOPOGRAPHIC SURVEY LEGEND � i
SURVEYORS CERTiFlCATE ` J^�Q-�
AT&T VAIL - SITE 810106 -- �"'''�'' '� '
Ee Elactric eox — Centeriine F, Robert Doley, a Professional Land Surveyor in the State of Colorado, do hereby �..���� N
certi(y oniy to Atecs, thot on August 28, 20�12 o topographic survay was
� Electric Connection �I
Edge of Asphait conducted under my supervision using the normal standard of care of Professional
LOCATED IN THE NORTHWEST QUARTER OF - Land Surveyors practicing ;� �o�o.ada and the mop hereon accurately represents
L7 Flre Hydro�t said survey, to the best of my knowledge. ;
�v p Edge of Concrote '�
SECTION 9 T.5.�.7. R.U��. 6TH P.M. This drawing does not represent a Land Survey, Cand Survey Piat, Improvement � i
� � � �Coniferous Troe Land Survey Plut or Imp�ovemeM Location Certiticefa and any monuments or CRO.WN �
CPP Corrugated Plaetic Pipe
boundury lines shown are for irtformotion only and are not to be refied on. f'= r j �-.
COUNTY OF EAGLE STATE OF COLORADO °° W°te��°we ��° ��°' �_- _ '
� OE Overhead Electric 'Fh)s survey does not constitute a titie search by this surveyor or Daley Land INTERNATIONAL y
� Irrigation Control Box UE Unde round Electric Surveying, Inc. of the property shown and described hereon to determine:
r9 i. Ownership of this tract of land. ,
O Inlet Grate 2. Rights-of-way, easements and encumbronces recorded or unrecorded affecting ''��,
cn;s tro�t ar m�d. 9830 S. 51 ST STREET
� 3. Compatibility of this description with those of adjacent tracts of�and. PHOENIX,AZ 85044-5677 I
Light Pola
PARENT TRACT °��°��������RE�����".
��\ RT DG'Sl/��� Job No. 0802-079
��'� A�F/=�` For and on behalt of PLANS PREPARED BY: i
WRNESS CORNER FOR '�: �" '�Z �=
NW CORNER SECIION 9 Daiey Land SuNeying, InC.
FND At.UM cnp EqGLE T7iE NOR7H QUaRiER 35 7 ��0}1 LinCO/n AVB 361 -
CORNER OF SECDON 9 ? � X ��
COUMY SURVErOR FlJD�'Buf uUM cnP Parker C0. 80734 '��
589314H E 2333.84' •� '' •����` Ro6ert5Do eY41PLS 35597 �� i
BASIS OF BEMMNGS `58731'49'E �
� PAR£NT TRACT ��'^"�^' A�582 �2•42 ���� 73969 W. 1at Ave. "'�
yl NOFICE: According to Colorado law you ust commence any legal action based
RECEPTION No. 33 Cplden, Cp gp4p1
h 200709523 58Tk�, LEGAL DESCRIPTION PARENT TRACT defect n nofeevent,tmaysany action�nbased upon anyedefect f this survey be ch P��3-325-5608 F:303-325-5829 i
,r..---�
� ,_ commenced more than ten years from the date of the certificafion shown hereon, i
N .��-•- � FROM TIftE COMMITMENT PREPARED BY LAND 717LE GUARANTEE COMPANY SITE CONTROL I
� � �..---' DATED 8-2-12, ORDER No. VC262040.1 Horizontnl controi is referenced to NAD83.
� P�posmp:"'���� J g�3�p2� ���9, BEGINNING AT THE NORTHWEST CORNER OF SEC7)ON 9, TOWNSHIP 5 SOUTH, Vertical datum is NAVD88 and originates from the /ocal C.O.R.S. network, utilizing ,,,
- 57 N RANGE 80 WEST OF THE 6TH PRINCIPAL MERIDIAN, WUN7Y OF EAGLE, STATE the �eoid09 model. Ties wer made to NGS Benchmark Y290 Reset, E/evation ���.
raarosm io•wwc
OF COLORA00, THENCE SOUTH 89 DEGREES 31 MINUTES 49 SECONDS EASF 8506.2' i
PRpJEC .-%'" P���. 2333.84 FEE7; ALONG TtlE NORTH LINE OF SAID SECTION 9, TO A POINT ON
sRE wwri+r µ, E THE NORTHERLY R1GHT OF WqY FENCE LINE OF BASIS OF BEARINGS
INTERSTATE HI6HWAY NO: 70; THENCE ALONG THE NORT}1ERLY RIGHT OF WAY Bearings for thie mop are referenced to the North lina of the Northwest Ouarte� �:�
FENCE LINE Of INTERSTATE HIGHWAY N0. 70 AS FOLLOWS: SOUTH 67 of Section 9, T.SS., R.80W., assumed to bear S89'31'49"E, monumented as shown ''�
DEGREES 41 MINUTES 33 SECONOS WEST 415.82 FEET; THENCE SOUTN 78 hereon. j
Arc Length 45&�13' S OEGREES 13 MINUTES 02 SECONDS WEST 1534.29 FEE7; TD A POlNT OF i
Radlus 5580.00' 0 2ao 40o CURVATURE; THENCE 456.43 FEET ON A CURVE TO 7HE RIGHT WITH A RADIUS UTILITIES
CH Beadny N80'33'3B E ��� OF 5580.00 FEE7; THE CHORD Of WHICH BEARS SOU7H 80 DE6REES 33 1. The utilities which are readily visi6le upon the ground, such as manhofes, ��'
CH Lengtb 456.30' MINUTES 38 SECONOS WEST 456.30 FEEi'TO A POINT ON THE WESTERLY power and light poles, inlets, etc. were located by/ield surveys and shown i
scn�E: i' = 200.oo' LINE OF SAID SECTION 9; THENCE DEPARIING THE NORTHERLY RI�HT OF WAY hereon. Sub-surface uti/ities, if shown, are based upon field surveys of
FENCE LINE OF INTERSTATE HIGHWAY NO�. 70 AND FOLLOWING THE WESTERLY sub-surfoce utiiity locate marks determined by others. No guaranty is made
LINE OF SAID SECTION 9 NORTH 00 DECREES 18 MINUTES 21 SECONDS EAST as to the accuracy of the su6 surface locntion marks.
565.11 FEET TO TtIE POINT OF BEGINNINC. 2. The storm manholes shown hereon are vauit type manholes. There was i
� � significant standing water in a majority of them making it impossible, withouf '
entering a confined space, to determine pipe size and materiaL m Y Y
3. It is possible that al! of the storm and sewe�manholes were not located as
thare were many employee and Town vehicles parked in the orea. ;�
SITE DETAIL �REENNOUSE Z
0
U i
I
K
/�j Z
N � OF
/�r' � U I
W E '' � •
- " � � TITLE COMMITMENT REVIEW NOTES FOR SCHEDULE B2 EXCEPTIONS � �� ,
__ � .__ _ _- � 4J W Z ,
S � EXCEPTIONS t THROUGH 8 ARE STANDARD EXCEPAONS AND ARE NOT THE 1YPE TO BE DEPICTED HEREON. � d U
0 20 40 ��/ ��""�— 9. RIGNT OF PROPRIETOR OF A VEW OR LODE TO EXIRACT AND REMOVE HIS ORE THEREFROM SHOUtO THE SAME BE FOUND .N N
��� i �� ��- 70 PENETRATE OR INTERSECT THE PFEMISES AS RESERVED IN UNITED STATES PATENT RECORDED JUNE 29, 1903, IN � � ��
Scn�E: i" � 2p,oo' / ,,,,�� �' BOOK 48 AT PAGE 495. BLANKET IN NATUR�AFFEC75 EIVTIRE PARENT TR4CT. Z Q ��
�� ������-� f0. RIGHT OF WAY FOR OITCHES OR CANALS CONS7RUCTEO BY THE AUTHORITI'OF THE UNITED STA7ES AS RESERVED IN � � O O II
/ �I� /�---�' UNITEO STATES PATENT RECORDED JUNE 29, 1903,IN BOOK 48, AT PAGE 495. BLANKET IN NANRE,AffEC75 EN11RE � �!1 .-� ,�"
PARENT TRAC7: � O i
��f dR��_-_---_-. i f. LACK OF ACCESS TO AND FROM PUBLIC ROAD, HIGHWAY, OR SfREEL DOES NOT AFFECT PAREM iRACT. NOT SHOWN Z �N
_.��, qSPNALT� HEREON. �
� � 12. TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SEf FORTt1/N AGREEMENT BY AND BEIWEEN VAIL
'�— R�EqS �� �� � uitD�NC ASSOCIATES, LTD., AND GAS FACILITIES, INC. RECORDEO JULY 17, 1964 IN BOOK 183 AT PAGE 757. DOES NOT AFFECT DRAWN BY: RD
-- �. w-�'��� ��5�e+��a ��' W��EB;8274' EB PAREM TRACT. NOT SHOWN HEREON CHECKEDBY: RD
" 13 DRAIMNG DATE
� �.._, �p MA�RW" I � . UNDERGROUND RIGHT OF WAY EASEMENT GR9N7ED TO HOLY CROSS ELECTRIC ASSOCW710N, INC. IN INSTRUMENT : 10/11/12 '
� --� pusnc "_ � RECORDED AU6UST 30, }978 IN BOOK 274 AT PAGE 368. DOES NOT AFFECT 7HE LEASE ARE�,ACCESS OR Uf111fY
\.�'• 1`� � STORM PIPE � .. '�
, j�'� TOP IJGM� , =- - �� -� PRppE 14 ��� NOT SNOWN NEREON. B CARRIER_
y � a.:a27a'i ' y... "� - ` ANDMBEIWEENnTHE TOWN�OF VAIL AND HOlYNCROSS'ELECTRICAASS CU770N, INQ RECORDEO AUGUSTT JC 1990 IN BOOK NAME
_ �I I
��
����'"� ��\ � j� ��:� —yue-'�' � _ � 534 AT PAGE 986. DOES NOT AFFECT 7F/E LEASE ARFA,ACCESS OR UiltllY EISEMENT. NOT SHOWN HEREON. SITE NUMBER: COU4145 i
'� , \ � I `" '� � ��� .._ ���� � � ��� -- � 15. FASEMENT GRANTEO TO THE HOLY CROSS ELECTRIC ASSOCIATION, INC., FOR ELECTRIC TRANSMISSION OR OISTRIBU710N SITE NAME: SUNBURST MONOPINE
� � / ,• J � ��� '.. - �—-� "" -:" ..--�__��� -�_ TEM, AND INCIOENTAL PURPOSES, BY INSTRUMENT RECORDED FEBRUARY 08, 1999, UNDER RECEP110N NO.
� ; ---- --�c . � -- _ CROWNCASTLE SITE NAME
f, / uE�--- -� '_ ror rn£E '; roP mEe 686204. OOES NOT AFFECT THE LFASE AREA, ACCESS OR U1ILlIY EASEMENT. SNOWN HEREON.
J �r.._ � � - 65 _ ___ . - a.:saof' l I� ':.e�a3o7' 16. EASEMENT GRANTED TO HOLY CROSS ENERGY, FOR ELECTRIC TR4NSMISSION OR DISTRIBU710N LINE, AND INCIDENTAL i
-_
i,1/ / / %/�j,=n.�.-`--- _ BZ . ., _- _ �, � -x�,^,�`^�' � � NSTRUMENT RECORDED OCTOBER 31, 2000. UNDER RECfPTION N0. 742909. DOES NOT AFFECT iHE CROWN-VAIL
ror m�_ PURPOSES, BY 1
_ ---
'� < , �,s--'- � .. � „_ . �P�� __.� �a3o7� _ _ - 17. R�CON�1 NSr PRO�ION�S,EBURDENS ANO OBLIGA770NS AS SET FORTH IN 1RENCH, CONDUIT, AND VAULT
'�� ��- �- - EL s3oo __-�� - ,; � ��_- � - AGREEMENT RECORDEO FEBRUARY 0��2003 UNOER RECEPTION N0. 822647. OOES NOT AfFECT THE L£qSE ARFA, ACCESS
�
'"- - �� -- roa rnEE � _ ,�— OR U1llllY EASEMtM NOT SHOWN EON.
` ��� �-r��._...--. '� ;, tt:aao3 �_ .. .' � _ 18. EASEMENT GRANTED TO HOLY CROSS ENERGY, FOR ELEC7R/C TRANSMISSION OR DIS7RIBUAON LINE, AND INCIDENTAL B 10106SS
3�//".,... -'"� �� .,,.... ,. �- .
.. �. .. _„ _.
RaP�y�NE �-- _ _ � _ . --- __� .�..-'� � '_ ���,� �- ��:."� � � �"� � � PURPOSES, BY INSTRUMENT RECORDED JANUARY 23, 2004, UNDER RECEPTION N0. 865770. DOES NOT AffECT 7HE
�
p _ ,� -_x����� _ =" - � ---- - ..- -� � '_ _ = _ LFJISE AREA,ACCESS OR U7/iJ1Y EASEMEN7: NOT SHOWN HEREON.
i
� ��-"-� - -}p�-. � -_.:- - ��e26s .- -.-:� � ' _ - _ 19. R STRIBU770N LINE, AND INCIDENTAL ! .
�` -
` � - E�s2ae'-= =-� " `� �� .- � ;� � EASEMENT GRANTED TO HOLY CROSS ENERGY, FOR ELEC �� T�R RECEPTION NO. 865771. DOES NOT AFFECT T17E �
� -- �_ " azso,'� ' i - - PLEASE AREA,BACCESS OR U71/J7Y FASEMJENT.UNOT SHOWNrHEREON. 93 9 EDLKHORN RIVE �
--- __ _ — _. - D
-�- �-� � - �" � � — -�-� i' ��.�� � - — 20. EASEMENT GRANTED TO HOLY CROSS ENERGY, FOR ELECTRIC TR4NSMISSION OR DISTR78U710N LINE, AND INCIDENTAL VAIL,CO 81657
'�- � `� �--�' � ` ��� '' � " �� � � ' '� R RECEPi70N NO 201009 i59. DOES NOT AFFEG7 THE LFASE
� _ - - _ - a2ss � - AREA, CESS OR U171RY ' EAGLE COUNTY
— y I — _ // - i RPOASECS, B MENT�R`SE�C/O�_RMDE NOT SHOWN HEREON.E USA
_ _ _ _
�
— , � _ _ � , - ,'
..._.._ _-".�j� � _ __�� : " g250�-�- _-= � -
� �-~ PU Y INS7RU I
_-_ N- - __ �� � - -
- .- _ � j_ „_ _ - - -` " `� SHEET TITLE
1
�- �
~ / �� TOPOGRAPHIC SURVEY I
__ � ._„
.-. -� . =.
� - _
� �_ -� .. __ -..--
� -_, � _._ �
___ . ___ __ ;!�� ,� (SHEET 1 OF 3) �
- _-�,�� I
_,.. �-- SHEET NUMBER
_- LS1 ��
,
i
I
TOPOGRAPHIC SURVEY �
ATBcT VAIL — SITE 8101 �6 �at$ct !
�
LOCATED IN THE NORTHWEST QUARTER OF �
SECTION 9, T.5.S., R.SOW., 6TH P.M. R '
COUNTY OF EAGLE, STATE OF COLORADO �
CAS�E
INTERNATIONAL y
� 9830 S. 51ST STREET
NW CORNER SECTION 9 W�RJESS CORNER FOR PHOENIX,AZ 85044-5677
FND ALUM CAP FAGLE THE NORTH QUARTER
CORNER OF SECTION 9
COUNiI'SURVEYOR FND 3�'BLM ALUM CAP I
PLANS PREPARED BY: i
S89'31'49 E 2333.84'
&1SIS OF BE9RlNGS —w� �
PARENT TRACT L v
RECEPTION No. i
PROPOSED 10'W/DE ' SE9•�ji',49'E'
IX�y����. 200709523 �eMrotrarsr uram �2 42 13989 W. tat Ave.
FASEMEM FA4EMEN( Golden, CO 8040�
uNE eEna�NC OISTANCE P:303-325-5606 F:303-325-5629
N � L7 Ni6'47'38"W 108.60'
L3 L2 N14'39'it E 33.82' C2 �
� ry�----"' L3 N82'02'S6"E 68.07' II_�_,�---�,
W f — _ _ ___ _ , __ DALEYLAND j
LFASE AREA LINE 7ABLE _�� �-" SIJl�YlilllrG 11VC !
N LINE BEARINC DISiANCE ` �� ��'� •p'E $e7'�5�� �
� c4 N80'04'45°E si.00' � ---� N��''_-"" 17011LIIVCDLNAVE:,#361
h L5 509'S5'15"E 25.00' 13443q' __� -�� __� �-� PARKER,COB0734 303 953 9841 I
a L6 580'04'45'W 51.00' Sg'05"E - -
= L7 N09'S5�75'W 25.00' N78 -'� '
FN`EMEM _-_'_-�_�- _.--"'- A ' � �
P.O.B. 20' pROPOSED 20'WIDE AGCES�-�" _�--'�� P.O.B. I
20'ACCESS �_�--� 8'g�_�.�-' 10�TEMP.UTILITY �
EASEMENT N80'04'45 E _�' � .p" ,� EASEAfEM �.
5t.00' �'� N S��- " .
N�5•2 3�E _.---� _..-� �PROPOSED f0'W/DE
;'3
P.O.B. ��0.43� ��-� �-�' PERMANEM Uf/LliY FhSEMEM
LEASE ARE4 -�� �-� � t0' � I
_�_� � �-�_
p6 j4.E 4g3'S9 � 6 �...� �' �~ I N } O �
POINi OF N�2 �'� CURVE RAD/US ARC LENG7H CHORD LENGTH CHORO BEARING OELTA ANGLE m � i
COMMENCEMENT �_�_.--�� C� Cl 5575.00' 442.16' 442.04 N80'29'22"E 4'32'39° I
PROPO5E0 LEqSE ARFA C2 704.00' 84.86' 82.52' S7T38'28°E 46'44'S5° W E ;
25'X 51'
Z j
o IN63'Ot'f3 E S U
14.73'
�
P.O.B. 0 700 200 � I
10'PERM.UTIt1TY. � y�� N i
EASEMEN7 LYfYYY� z
� SCALE: t'- 700.00' � O �
a � 1
� �
U J
70 FOOT PERMANENT UTILIN EASEMENT 20 FOOT ACCESS EASEMENT W � I
0 d
A 20 foot stri of land located in that orcel of lan re r �
A 10 foot strip of land located in thot parcel of(and recorded in Recepfion No. 200709523 of the Public P P d co ded in Reception No.�200709523 of the Public
Records of Eagle County, in the Northwest Quarter of Section 9, Township 5 South, Range 80 West of the SixtFr N �
Records of Eagle County, in the Northwest QuorEer of Secfion 9, 7ownship S South, Ronge 80 West of the Sixth p�)�cipal Meridian, County of Eagle, State of Cobrado, said 20 foot strip being 10 leet on both sides oI the
Prirtcipol Meridian, County of Eagle, State of Colorodo, said 10 faot stnp being 5 feet on both sides o(the W �
following described centerline: following described ce�ferline: Z Q �
For the purposes of this descriptian the bea�ings ore based on the northerly line of said parcel recorded in . 0 N
For the purposes of this description the 6earings ore based on the northerly line of said parcel recorded in O
Reception No. 200709523 of the Public Records of Eogle County, ossumed to beo�SouEh 89'31'49"East. l7eception No.200709523 of the Public Records of Eagle County, ossumed to beor South 89'31'49"East. (n O�
Commencing ot ttre southwest corner of said parcel of land recorded in Reception No. 200709523 of the Public Commencing of the southwest corner of soid parcef of land reco�ded in Reception No. 200709523 of the Pubiic �
Records of Eagle County, in the Northwest Quorter of Section 9, Township 5 South, Ronge 80 West of the Sixth Reco�ds o(Eogle County, in the Northwest Quafter of Section 9, Township 5 South, Range 80 West of the Sixth � Z '- � '
Principaf Meridian, County of Eagle, State of Colorado, Principol Meridian, County of Eag/e, Stafe of Cotorado, I
THENCE North 72'O6'14"East a distance af 293.59 feet to the POINT OF BEGINNING. DRAWN BY: RD
THENCE North 63'07'13"East o distanca of 14J3 feet to the POINT OF BEGINNING, said point being 5.00 feet �
northedy ot the southerly line of said parceL � � CHECKED BY: RD
THENCE parollet with and 5.00 feet norfherly of said southerly line the following three courses: THENCE IJorth 80'04'45"East o distance of 57.00 feet; DRAWING DATE: 10/26/12
THENCE Norfh 76'24'33"East a distance of 110.43 feet; i
i. Along the arc of o curve to the teft a distance of 442.16 feet, soid�arc having o �odius of 5575.00 THENCE North 78'S9'05"East a distance of 7344.32 feet to a point of curvature; I
feet, th�ough a central angle of 4'32'39", o chor0 bearing of North 80'29'22"East, ond o chord iHENCE Along the arc of a curve to the right o distance of 84.86 feet fa fhe southeriy line of soid parcel. �
drstonce of 442.04 feet; said arc having o radius of 104.00 feet, o central angle o/46'44'55; o chord bearing of South SITE NUMBER•COU4145
7738'28"East, and a chord distance of 82.52 feet � • I
2. North 78'73'02"Eost a distance of 808.95 feet to a point hereinafter k�own as Point A; SITE NAME:SUNBURST MONOPINE
The side�ines of said strip are to be lengtfiened or shortened to be perpendiculor to the point of beginning ond
3. Continuing North 78'13"02"East a distance of 587.55 feet to the POINT OF TERMINUS. to intersect the southeriy line of said po�cet. CROWNCASTLE SITE NAME
The sidelines o/said strip are to be lengfhened or shortened fo intersect the the westerty line of fhe 20� Contoining 31808 Square Peet o�OJ3 Acres, more or less. CROWN-VAIL �
Accesa Easement shown hereon and to 6e perpendiculor to the Point of Beginning. I
Containing 18384 Squore Feet or 0.42 Acres, more or iess. LEASE AREA � BUSINESS UNIT NUMBER I
A pa�cel of land located in thot parcef of lond recorded in Recepfion No. 200709523 of the Pubtic Records of (
t0 FOOT TEMPORARY UTILITY EASEMENT Eag�e County, in the Northwast Quarter of Section 9, iownship 5 South, Range 80 West of the Sixth Principol 810106
Meridion, Caunty o7 Eagle, State of Colorado, more particula�ly described os follows:
A 10 foot strip at lond lacated in that parcel of tond recorded in Reception No. 200709523 of the Public For the purposes of this description the beorings ore based on the northerly line of said parce!recorded in SITE ADDRESS
Records of Eagle County, in the Northwest Quarter of Section 9, Township 5 South, Ronge 80 West-o/the Sixth Reception No.200709523 of the Pubtic Records of Eagle County, assumed Yo bear South 89'3f'49"East.
Principal Meridian, County of Eagfe, Sfate of Colorodo, said 70 foot strip being 5 feet on both sides o(the 1309 ELKHORN DRIVE
following described center�ine: Commencing at the southwest corner o/soid parcel of land recorded in Reception No. 200709523 of the Public
VAIL,CO 81657
F'or the purposes of this description the bearings are based on the nolthe�ly line of said parcel recorded in Records a(Eagle Caunty, in the Northwest Quarte�of Section 9, Township 5 South, Range 80 West of the Sixfh i
Reception No. 2 0 0 709 52 3 of the Public Records of Eagle County, assumed to bear South 89'37'49"East. Pnncipol Meridion, County of Eagfe, State of Colorodo, EAGLE COUNTY j
U$A
BEGINNING at Point A os described in 10 foot Permanent Utility Easement ond shown hereon; THENCE North 74'02'42"Eost a distance of 292.37 feet to the south line of the 20'Access Eosement
THENCE North i6'47'38"'West a distance of 108.60 feet; described ond shown hereon and the POINT OF BEGINNING SHEETTITLE ��
7HENCE North.1439'fi"East o disfance of 33.82 feet; THENCE North 80'04"45"Eost a disfance of 5,.0o feet: TOPOGRAPHIC SURVEY (��
iHENCE North 82'02'S6"East a distance of 68.07 feet, to the westerly edge of the existing building and the THENCE South 09'S5'15"East a drstonce of 25.00 feet; � �
POINT OF TERMINUS. THfNCE South 80'04�45"West o distance of 51.00 feet;
THENCE North 09'S5'15"West a dista�ce o/25.00 feet to the Point of Beginning (SHEET 2 OF 3)
The sidelines of said strip are to be lengthened or shortened to intersect the the northeriy line of the 10'
Permanent Utility Easement shown hereort ond to intersect the westeriy edge of the existing building. CoMaining 1275 Squore Feef or 0.03 Acres, more ar lesa . �-
SHEET NUMBER ,
Co�toining 2055 Squa�e Feet or 0.05 Acres, more or less. �
L.S`2 I
1
I
i
������ � - �
• Bollord $Power Pole Building ����� I
N � �
R 0 Cable N Box i Si9n Sidewalk '�
I w E Q Clean-out �2 Post Sign - - - - Centerline �
� S TOPOGRAPHIC SURVEY EB Eiectric aax
❑ �Sonitary Manhole CMP Corruguted Metal Pipe R �/ �
CCA�TL E �
( �— y AT&T VAIL SITE 81010 6 � Electric Connection Q Storm Manhole CPP Corrugated Plastic Pipe �
INTERNATIONAL� I
� � SCALE: 7'= 60.00' � Electric Meter � Troffic Control Box Edge of Asphalt
GE PR� LOCATED IN THE NORTHWEST QUARTER OF QE Electric Manhole 0 Traf(ic Controf Cabinet Edge of Concrete 9830 S. 51ST STREET
� ���'Sjo� SE CTIO N �� 1 •�•AJ•� �•V O►1 •� 6TH P�111• � Electric Tronsformer � Telephone Junction Box - - - - - - Edge of Gravel Rood PHOENIX,AZ 85044-5677 I
R
1
� I COUNTY OF EAGLE, STATE OF COLORADO � Fire Hydrant Q Telephone Manhole — Flowline P,.�,S PREP,�EO �: �
' / FO Fiber Optic Manhole � Telephone Pedistal Chain link Fence
1 `� � Flog Pole ",�Coniferous Tree OE Overhead Electric !L/ J �
t V
m � --��// � i
ASPHAL7 �Gas Meter �Deciduous Tree RCP Reinforced Concrete Pipe
W I � ' �
�' �I 13989 W. 1st Ave. I
<y � / ��'-"- _ � Irrigotion Control Box � Utility Box Top Back of Curb Go�den, Co 80401
� � i � P:303-325-5606 F:303-325-5629 '
�" r r :�:.
J ' A � Inlet Grate �Utility Pad UE Underground Electric
I � '�` I
A
\ � � ^� '�": � Inlet Grate �W Water Manhole FO Underground Fiber Optic DALEYLAND �
o z [�TTn��+��7��!! T7�T/r
� MATERIAtv � m � . il�lJltYlilllVllj Jl�l..
SiORnG£.nRFi� � . �Light Pole � Water Meter UG Underground Gas 17011 LINC07,1VAVL?�#3fil
�c
i
��// �_ ❑�e Moilbox � Water Volve UT Underground Telephone P�$C0 80134 303 953 9841 �
R �� 7YP/PESTIC �
I "x,. �� � / i- �1.�_oD j7 Flood Light UW Underground Water ;
un-ri-
_i��'
��� PIPF __ _ _—BUIIDING � Manhole
� � , _..�_ I
R ':L�� �_�=�� ' :�_=� I
��__ ___=_ �;:�;;=ii__ � o i
�-=i===-��I-�/�� �
�:��-_==��_'�� .
�=�i�_��' N O I
U (�
� ,
� I
N PARCEL BOtINDARY c Z Z
O � �
� a v 1
W E
� � � �
U �
°e W �
S ,+.�. ,y,Y Fq9n.,__ IN(ET WRFI 78' � n-
�14` '`x'� PIAST/C PIPf
\��°.a+.+-s_.
0 60 720 ��-_ =' wtET WfM 14' pp�N �� �� �..i �
� �' _PIAS�/C P/PE -G C__' �
AIATERWL STO(tAGE AREA � \` � \�`� _ \ RElaNiNG --��_'�C ` � W
SCAIE: 1'= 60.00' -_, �� ���--� ��_= Wau.s '-\�� (n I-
-_ - � � WDOD BU/LD/NC -��^�a°- p � N �
'��.�, _��� °ua' 9 �� 3,9.'i... ��.�i�~�� MLET WfF}I 24' � _ f - -�� INLET W/(H f8' O)
� ��_ .�. � �� CONCRE7EP/PE �/ _ �_ V1
� /' �\� - �:`^ I .. � _ ' MEfK P/PE
MLEi WlIFI 18' � INLET W!M 18'
PlAST/C PIPE �// �' i,�'7�i ��: 1 1) uue i /NLEf WfRf 18' � O .-
COhCRElE P1PE / � l/ ��\/ \�� ' �� i � PLASlIC P/P£ � Z i
/ - /� � � g CONCRE(E J� �k./�^ ` � " \\1� � �n / / 5 /'
/ J �� �a °u�' �-_.rPIPE / �
O�G�P3tFA // // r-/�ssea� am� xa '\`' �J _��IME7 Wmf 24'� X2'".:: fUEL SILL \ II\ .,-.�- / �ASPH4LT mn 1 ` � � a«� /�u DRAWN BY: RD
5t � s. �--� ��- '-- PIAS7IC GIPE S}S.. vA�vE � _- ,c ia•Meru= ; 1 �u� -/ � CHECKED BY: RD �
MA�ER� / CONCFE7E `� ^ASPHALT .,: � W000�NC � >_ °'°'P'� °"'�,,,,� � _ ' DR,4WING DATE: '10/26l12
�,
�,
� / l �� PlPE —'� .<_:.:'.. euao _ , _ „ _«a/— '�E I
/ .,.: ,
�.��
' \ ` .,:. ;, ;_,
:.:.., �y
., ..
�'��Y„�� , . N.�UE u'
� ...�w�A..w. ..-..-.r��-. :' •� m �K.
, � ` _ ;�,::�: .::: �, �:;; _ �.� _ � �„�= , �, ��E -_- �.:.
,,,s.,:,:.;;,� :;....:=;�::��, l � , i �
r � �4•r;� i � _ Y SITE NUMBER:COU4145
� c �_ �.:t�..c�:_:,, _— � IMET WRN 24•.
w, �e PUSiIC PIP£ SITE NAME:SUNBURST MONOPINE
J ) •:'�:�%;__-"" �� -- iNrer wm�z�-
� '�/�i C /�� ____-'-_,___ �- 1 / � vx-�---r'�'� � - � _ PLLS➢C PIPE a•wc CROWNCASTLE SITE NAME
� ASPHALi / �/ BLOCK BUILD�N� _-_ __ I- �///// / / � ASPHALT � e'� 'NPLASIIC PIP£ .
� � �, _ , --� _�-' r - CROWN-VAIL I
/ � ' -" '' ' � __---
/ / �/,"" _-- � , ��-�i ,__-�-- --_I ��_-=_-I/ �' i� ���F ��,,,_'a6 BUSWESS UNIT NUMBER
J c� f ;��: '� _ OVERNPN� �-='''_''__- / ,� -I- uu�' -- iNrcr wne ie• �
( m A •. �1��J qSPF1ALT � yny °'�0' MEfAI PIPE 810106
= yss>
� c e= �'�t /_-�_ ____._ �' �� � asa=, °�m�"�� �- qSPNAtT�I-�� .
m °�c ' �P��T .��_ ! � °�'9b ppRCEL 80UNOAR'� iNERLY E�,E OF SITE ADDRESS
�wyy �n � � _I I NoR VAIL,CO 8 65T DRIVE i
`�, -��r-'-� �___-��� �
v�/ � 12'PfA5T1C_- ��IZ Meru a'� � � -__._�''a °'�� -'� e.� - EAGLE COUNTY
� ➢IPE� � �PIPE � ��+'e� USA I
/ � yN��D INLET WRN 18� ..
�-�'� aiws °' MEfu�PIPE
`" � � ��'NG �—y„�F �w SHEET TITLE
- TOPOGRAPHIC SURVEY i
, --�- �
�"����"'!- INtET W/fFl t8'
=��� _^ METAL PIPE SHEET 3 OF 3 ..
__�' _�� SHEETNUMBER I
_ -""""-"""-__ LS3 i
i
�
�
�
v �
-' �a t&t �
`-ASPHALT ACCESS-�_ /// �� I
DRIVE / I
� i
EXISTING GRADE AT LEASE CORNER: 8620'-0" !
FINISH GRADE AT LEASE �RNER: 8260'-0" �' C O N� I
NEW CROWNCASTLE ASPHALT LEASE AREA � �� �AS�E
INSIDE JERSEY BARRIERS � —�a �� INTERNATIONAL y '
EX. GRADE AT CENTER OF fUTURE EQUIPMENT SHELTER: 8261'-9" � / � �
SUB GRADE AT CENTER OF EQUIPMENT SHELTER: 8261'-5" � EX. AREA DR,41N �v� 9830 S. 51 ST STREET �
FINISH ASPHALT GRADE AT SLAB: 8262'-1" INLEfS crP�� PHOENIX,AZ 85044-5677 I
ELEVATION AT TOP OF SLAB: 8262'-7" �� I.
� �pP��� _�-ASPHALT ACCESS-�� i
EX. GRADE AT CENTER OF NEW EQUIPMENT SHELTER: 8262'-3" � � DRIVE PUNS PREPARED BY:
SUB GRADE AT CENTER OF EQUIPMENT SHELTER: 8261'-7" ��
FINISH ASPHALT GRADE AT SLAB: 8261'-11° � � `'ee EX. BUILDING i I;
/ ELEVATION AT TOP OF SLAB: 8262'-5" � C� � � �
EXISTING GRADE AT LEASE CORNER: 8262'-6" ���� I
FINISH GRADE AT LEASE CORNER: 8262'-6" �� , �e � � � ' '
i 13969 W. 1st Ave.
i � Golden, Co 80401
� P:303-325-5608 F:303-325-5629 i
_ �c?e-_==��1��1 FINISH ASPHALT GRADE AT MONOPOLE "B" FOUNDATION: 8262'-0" �
NA == i� 4LJ' ELEVATION AT TOP OF FOUNDATION: 8265'-6^ EB :
� \ � � 6" COMPACTED ROAD �� �Q���-,\ �� 1��� � �p.0p RE��S�, I
� --�� BASE TO 95% PROCTOR � �� Fp �,� �� �.% � j — �O �•��'R j,y�• F,P
� / �W/ 2" NEW ASPHALT TO \��� ,�� � I�� �� I l � � � �o� ���OQ FS���� �
� / FINISH GRADE � �.��QQ\\\ I' / I-�S���- / J ��=== — � _ — � f � �'_ue C C�.= ;
�� � � � - - _ PR � i
\\ ��� �j�-�.� � � EXISTING GRADE AT LEASE CORNER: 8262'-0"' ,�_ Fp �����v� ;� 34610 j
n � i:• �� B � FINISH GRADE AT LEASE CORNER: 8262'-�FO—� � � .O' � I
FINISH ASPHALT GRADE AT MONOPOLE "A" FOUNDATION: 8262'-0" �Qe L`'jJ � �� � vo � � � �� '. l �
� ELEVATION AT TOP OF FOUNDATION: 8265'-6" �� � —�' � --- — -� � • � �
� Fo • � f
\ I - J `�-`� �� �` /� - � _ �� � •,��• •• � \ I
� G
/ FO' ' G � ' � FpJ� � � `_ /� _� �\
n Fss� •�� -
0 �
\ � EXISTING GR,4DE AT LFASE CORNER: 8262'-0" `e; ���� � � ` � ���,� � � � -� � � � � _ _ _ _ � N�`
� FINISH GRADE AT LEASE CORNER: 8262'-0° _�� � � � � � �-- � � �i
� � �� -- � r l � � 6" RAISED ASPHALT EDGE TO _�- � � — � � � � �
� EX. DRAIN INLEf �' � � � �'- � ' i�� ^ m Y � Y � Y
� — — � -� _ � — � � � — � -DIRECT RUNOFF TO WEST � -- � � —
/ ' � � � � � ,
� — � � — — — — —��f = — = — � � r� � � �� � ��HIGHWA� — z i
/ / — _ _ _ ._. f—� C' � � _ � � � �_ _/ � = �-- --_= BERM � o
_� � � � � ' � .� � / � U �
/ � L_ _ — — f---��'�' _82 5 ' �! �_ _ � - - C� _ _ _ - �-� �
,
� / � � � — ��—� _ _ - -�— � � — �� � — � — � � � —� � — � — �—� iz �
L- - - -E-�—_ ;- - — � � — _ - - � _ � — = — z �
� � � � �� � =� � � � � z oi= � r= '
r� � � _�� � � �� l � � — i _ ' � „'_ I �� o U U cn cn 1-
[ / � � � � i � � � � � � � � Z Z (n �.
EX. TREE. TYP. .� '� �� � � � � � � � = �. -� � � � �' � � �� / � i '�_ `- = I= ' =j � a � � O O zp I
�!'� s _ ` � � 'i � � J — — — — i _ � I i / i _ �_ � — �� �— � � �� c> I
� U w Z
W a U � � W
� � � / �� � � I � � ,� � � � � � � � � � � � � �. tn � O w w �
f � �� � � � � HIGHWAY r I\ _ � _� �I ,� I, i � i � � _ i � � i �� =
�' i � f / ..- BERM I i � � � i � � � s� � �i � � � �� ! r �� � � � �- � � j
�� i � � � i i � � � �' � � / � / �' i � i � i � �� � _ i � i _ ��� — � �' c� c� �
� i � i �� i � � _ — � I _ _ i / = � i_� i � ` �i � ' � ' i i- _ � � � � � w �\\ \
� � rn co \ d �
� i � I � � � i — � i � ii i � � i � i � i � � I i � i � s � i� / � � _ � � Z Q �- cv h
� i � � � � � � � i � � � fi � I � � i� � � i � i� i � �� i � i ` � � � o O O\\
i / .� � I � /i� � � � � � i � � � � � i � � � � � � � � + � �
� � � i � � i � � i � � i i i i � � — � � .- .- � �
� I � i � � � i � i i i i i i i � r � 'r,'
/ �� � �� � � i I' I � I � I �� � ' I �� I � I � � �'I � � �' / � � _� � =` � =- � Z .- N NJ d' ln _
Q r �
.— _ - - - - �— l�� '—� 265= ', � ' — � — � — � — � — � — � — � — ' — �-- � - - � -- ''
� ! � � �- � i � � � �" � � � � � � i � i � �� i � � �� �' DRAWNBY: KR i
i � � =` � � �' _� _ � � i I � � � � i � � � � � � � � � � .
\ � — � — � ��' � �- � � i � � � i � � � i � i � i � i � i � �_ � � — CHECKED BY: KS
`' ��- '� � �� � � � f � � �� � � � � r / � � � i � � � i � � � i � � � � � / �� � DRAWING DATE: 11/14/12
� � � r � � � � �� � i i � i � i � i , i� � �
� � � � l � � � � l� .� � r � � �� � � �0 � �� � -� �' � � i � i � i � � � i
� �\ � � — � � � � � � J � ! � _ — ' �` — `_ � r _ � p^G — —� ' � i' � I ' � � ' � I i i ' /� s `J l — � �
� � -'� � � �' � � ULv� I � � i .
� � �- l � �' � � '� � i � i i / i / � � �
-� _.- .� ` � � � � � � � �- � � �- � � � � � �� � � � � �� � � � � i � i � i � i � i � � � � � �� !� SITE NUMBER:COU4145 ..;
�.- � � ` � ` — �= _ � � _ � / � _ .i ,_ � � _' / ' � ', i' ' � ' � � / ' � �� � ,
�
` r � � � � � � 1 � � � � � � � � � ,� � � � � � � � � � � � i SITE NAME:SUNBURST MONOPINE i
� � � _ � �' � �- �- �" � � � � � � � � � � / / � i � i �� � � � � � �� � � � � '� i � � � � i � � � / CROWNCASTLE SITE NAME
— — � — �; _ — _ _ — —! — _ — � � , — 55- _ — _ — , � , — � � — ,
� — _ — � — _ _ _ — � � � _ 82 _ — _ � — � — — —
� ` �- � .r �� � � � � � � � � � � � i � / � � � �1� �' � i � � � i � � � i � CROWN-VAIL
� � � � � � � � � �
� fr � f � -/ � � J � r � _ � 'r �^ / / � � � � — � � � � „� i � � � i
� � � � J � � ' / � � � ' � � � � � f � -� % j � / � � � � � � � � /� � � BUSINESS UNIT NUMBER
� � / � � -� — �' �, -� � � / / � 'i _ ' � — �i �
r � _ � � f � � / '� � � � � _ �_ f � _ � / � / � l � 2�0 � � �� � � � — ' 810106 �.
/ � � _ �
� _ I f — - � / � / '_ — 1 � _ — / � / / /�/ / � � — � � J' . —
o SITE ADDRESS
z
1309 ELKHORN DRIVE
VAIL,CO 81657
EAGLE COUNTY '
AREA USAGE USA
SHEET TITLE
CROWN LEASE AREA 1275 SQ FT SITE
4' 0 8' 16' 24' COMPOUNDAREA 1275SQFT GRADING PLAN
1 SITE GRADING PLAN SCALE: 1/8" = 1'-0" '
SCnLE: 7/8"=t'-0' USED AREA 637.5 SQ FT SHEET NUMBER
A-1
i
i
i
�
i' � �
, ' �a t&t '
, �
�
�
� ��� ;
� �r�--"��
crP��
// -�-CPP-- �R OwN� �I
� � CASTL E �
�P���Q� — INTERNATIONAL y ii
��� C�-- / � �.
� - - - - - - - - - - - - - - - ' 9830S. 51STSTREET �
� PHOENIX,AZ 85044-5677 j
�� �� � �eP '
i � �
� �/ / EX. BUILDING � � � /
� CPP�_ � e � � PLANS PREPARED BY: �
_�CPP \ � �e �� — — — � ! ' / ���
�� � ' I
i �
� i � � � i
� � _ �
� �jl�-�� � W � � � � 139fi9 W. 1st Ave.
O Golden, Co 80�01
NEW JERSEY BARRIER, NP. �Qe p" P:303-325-5608 F:303-325-5629 !
� (PAINT GRAY) / 25� I
S'�4, I
'�**CONSTRUCTION NOTE***
�e pp REG/
CONTRACTOR TO COORDINATE Q� SI�
�EX. U/G PLASTIC STORM PIPE UTILITY INSTALIATION WITH THE �e,•�ER jqtij'•F�F �
� 4! (TO BE RELOCATED) � • �' .� ,
I TOWN OF VAIL PROJECT � �Q cS'�
NEW U/G PLASTIC STORM PIPE p" o ceQ
TO REPLACE EXISTIN� 5�� I MANAGER. T.O.V. WILL ADD � I
(MAINTAIN REQUIRED MINIMUM NEW CROWNCASTLE 20'-0 X 11'-6" CRQWN CASTLECUTILDITY TRENCEH �� 34610 �
EQUIPMENT SHELTER • �
i SLOPE PER LOCAL CODE) �e � � eJot ��
TO MATCH MATERIAL & ` • � i
� COLOR OF EX. BUILDING) NEW CROWNCASTLE � � • \
g'_11" �ee � MONOPOLE "B" �- Fssj�NAt�-�G '
NEW CROWNCASTLE MONOPOLE "A" (PAINT SW6160 � l '" ��
***TEMPORARY POWER*** � o (PAINT SW6160 "BEST BRONZE") I 5, �,. BEST BRONZE") � �� � � '� �
OVERALL DISTANCE: 301' +/- o o `e� � � � -- "� m � � Y � Y
RUN OVER GROUND IN SCH. 40 PVC CONDUIT ' ' � I � a; � � �
ENCASE CONDUIT IN 2X4'S FOR PROTECTION 1 � i � � �' r z i
MUST BE REMOVED BY 6/30/13 Jn� °_ { ' B N �� ` ��- � � !I
cn ,P ' �= _ _� � ' � � _ _ � — _ _'- ` ?
�� � o I � .�/�o � _ _ _ , ,_ ��F � Z
\ cee �. 4-0� I ��.��1'iJl 1 -�� � � � � —vo �_� z °
NEW CROWN CASTLE / o I o � ` �j � I� J 0 0 � ` I � � �—����� ��yE! � � � z z v'-i
2 5'-0" X 5 1'-0" e� � . A —F° � l r v�l / 10- ��va �� � o o z
ASPHALT LEASE AREA r e .p T �v� i I � �� � I �o ��FO ��uE- � ` � � � � � � � w z � � �
/ n \ � F� _ � / � F E�� .� � W d �U � � w
'O l 'J /
EX. STORM DRAIN / cee 11�Iu" p1.IV � �J ���� �� ' � � � uE � � � � � r � � �
INLET TO REMAIN 4�- .�' � � � � "� � � � NEW PERMANENT ELEC _ _� � � ��� � � �
j 1I — � � � — � � & TELCO RUNS � -- N F rn �o � a �
/ �ZTn— � -- �// � � f - - ,� � � — � I — � I f_ z a o0 0\� !
�- � � � � � ' � rJ � � � I
� � �- ' � �_ �, - - � � — � � J — �� _ �-� � __ � � ._1 > � �- � ,- i
L _ ---�� i � � � __ � ' i _ i � W O .- N � d N �
� � � � TEMPORARY 200A METER & DISCONNECT � _- � � � � � � �_..- � � f � Z I
1: � � � TO BE PLACED ON TEMPORARY � : ` � -- �� � _ _ — --� _ DR,4wN BY: KR '
— — — — — — — — — � "- -� a,` � � ��c�i � H-FRAME/POLE NEAR THE TRANSFORMER � � � ' � � '— CHECKED BY: KS
— I_J _ _ _ _ — � '`�--c � � PER HOLY CROSS REQUIREMENTS � � � — — � � � � � � � — _ ` _ .� � DRAWING DATE: 11/14/12 �
� � ` �
� � ;
� -- - � ��c���—(� y15 � � � + ` � � � — � � � � � � I � �� � �- - I
— �' �'E � � 7'12 lJ � � � � � �� � -- � � SITE NUMBER:COU4145 �
_���E;_�-- — �� �J � i '� _ � �� � ! � � � � ` r � � `. -- "� � SITE NAME:SUNBURST MONOPINE
��E�—� _ �EXISTING PROPERTY LINE� � i � ' � � � � � � � s � � � I � CROWNCASTLE SITE NAME !
�
� '_ _ _ _ _ — — — — (SEE LS1)— — �� � _ �. � — �, � l � � � ' � � CROWN-VAIL I�
, � � � _ � — � � ` �
� �
� � r .� � � � i \ / �'— BUSINESS UNIT NUMBER
� �_ �� — �� i — — � � � �
� - - - - -\ - - - - �, - - _— � � — _ — _ — � �- I — �, ` II �:
� 810106
�- _' � ..- �
L �
� �' _ "�' _ � . i \��' "1 .l \ I ,c � � � � - �
SITE ADDRESS �
1309 ELKHORN DRNE
x
VAIL,CO 81657
�
EAGLE COUNTY
Z AREA USAGE USA '
SHEET TITLE
CROWN LEASE AREA 1275 SQ FT
z• o a' a' iz ENLARGED
COMPOUND AREA 637.5 SQ FT SITE PLAN
1 PLACEMENT PLAN SCALE: 1/4" = 1'-0" '
sca.e: ,�a•—r—o•
SHEET NUMBER
USED AREA 637.5 SQ FT
A-2
ii
i
i
I
N�TE: v I
1) ALL ICE BRIDGE(S) SHOULD BE INSTALLED TO A MINIMUM OF SEVEN (7) FEEi ABOVE FINISHED GRADE ����y, �
TO THE LOWEST COAX HANGER, AS TO PROVIDE AN UNOBSTRUCTED PATH TO ALL CUSTOMERS' r �
NOTE: SHELTER/EQUIPMENT. �+
UTILIN LOCATION VARIES PER LOCAL UTILITY SHELTER COAX ENTRY PORT �� �
COMPANIES. TRANSPORMERS AND TELCO D-MARKS 2) NO ICE BRIDGE STRUCTURE IS PERMITTED TO ATTACH TO THE TOWER OR THE TOWER FOUNDATION, 2'-0" I
SHALL BE PLACED INSIDE ACCESS EASEMENT WHERE WITH-OUT NOTICE TO CROWN C.M. WHO WILL OBTAIN THE WRInEN CONSENT OF CROWN'S ENGINEER `�� NEW CROWNCASTLE i
POSSIBLE, OR HAVE UTILI7Y INSTALLED AS CLOSE DEPT. COAX ICE BRIDGE
TO THE METERBOARD AS POSSIBLE OUTSIDE OF +++++++ �' (�'(� � i
CROWN'S LEASE AREA. 3) COAX CABLES SHOULD BE INSTALLED IN THE ORDER SHOWN OR BY THE STRUCTURAL ANALYSIS ++++++++ NEW MONOPOLE FOUNDATION "�`A��N j
DESIGN. + + + + (5EE MONOPOLE FOUNDATION DRAWINGS) �l L �
NO OVERHE?D UTILITY SHALL BE INSTALLED WITH + + + + INTERNATIONAL t�r
IN THE COMPOUND OR WITH IN THE FUTURE + + + !
BUILD AREAS. 4) CUSTOMER COAX CABLES SHOULD NOT INTERFERE WITH ANY EXISTING SAFEIY CLIMB CABLE OR TOWER +++ NEW AT&T COAX, TYP. X7 �
ucHriNC FixruRES. 9830 S. 51 ST STREET j
PHOENIX,AZ 85044-5677 �
NEW CROWNCASTLE MONOPOLE I
i' 0 2' a' e' (SEE MONOPOLE MFG DRAWINGS) p�qryS PREPARED BY:
1 COAX & ICE BRIDGE SCALE: 1/2" = 1'-0" i
SCALE: 7�2'=7'-0' �
i
13969 W. 1 st Ave. �
� �- �� / � Qe� � � r Golden,Co 80401 i
/ � � � P:303-325-5608 F:303-325-5629 i
—_ \\ / / � I
�� � �� i
�`� � \ C� `ee � - - - , . — / RE �-
— � ���°. ��sr
cav / � — �
�— NEW JERSEY BARRIER, 7YP. � � Q F
� � (PAINT GRAY) � �� �� �. .oQ�,ER JAMF• O � ;
/ � s
� 5}'-0" / W � �' � � `P I
s � �
� 25�_ ^ o � �� '
S,\4� � EX. BUILDING �; '�
.°
Q • :��
O '
� �e �FSS�ONAI�-�G\
� �' �
� QQ
5�_�„ ° ` � *"*CONSTRUCTION NOTE*** m Y Y Y � � �
CONTRACTOR TO COORDINATE
�e I UTILI7Y INSTALLATION WITH THE CUSTOMER #t CONDUIT RUN a
TOWN OF VAIL PROJECT
� (1) 4" ELEC. & (1) 4" TELCO �
�$ / MANAGER. T.O.V. WILL ADD , REDUCED AT SHELTER A5 � !
I ADDITIONAL 4" CONDUIT IN NEW REQUIRED � i
5'���� �Qe CROWN CASTLE UTILIiY TRENCH. _ — �� z o i
N O / I � C_ � � O �U U c~il � t- I
� o O ZO
�j � NEW CROWNCASTLE � � PLACE CONDUIT PULL �- --' � a � � z z cn i
p" 1 a, BOXES AS NECESSARY � � c> �.� z > > "
***TEMPORARY POWER;** � °, ° ICE BRIDGE � _�N >
OVERALL DISTANCE: 301' +/- n 2� � I � � � � w a ° � � w
RUN OVER GROUND IN SCH. 40 PVC CONDUIT � � °_ ( B Na (2) 4" P C TELCO CO DUITS TO � N '� N � I
E N C A S E C O N D U I T I N 2X4'S FOR PROTECTION I .P � �� � � � �� �
MUST BE REMOVED BY 6/30/13 ' o ^ � 1 � F -��\�'.I�J� EX. ADMINISTRATION BUILDING � � � � Fo—� � � o� co � d- I
`� � � ��'. ,�-�'� °' ae � � _7" �/�- (INSIDE UTILITY EASEMENT) Fo� �� o o ����� i
\ � / \S'� I In o 4' 0 I � � E jpl� ' I i � I �`fF��� yE� N O O O I
�/ I � � � � .
�\ Fo � n�I �o' ° ° � � ��—`° ���`— > o
rJ Pe A �� / IVI`� 4 / .O — � Fo _—y� — � � � Z � N � �F �n �
/ � FO � ' � '/ r �F� ��� — �
/ � a, uE—_ � � � NEIN CROWN CASTLE � � � Fo �E�%� � � DRAwN BY: KR
/ ' 1 � " � 25�-0" X 51�-0" -�` -�f � �— r � CHECKED BY: KS
�ee �� ��� � �� � � � � � � DRAWING DATE: 11/14/12 I
1 �rUI�JlIr� ` � \ / ASPHALT LEASE AREA"' �� �
�UIO / � � — — (2) 4" PVC ELECTRICAL CONDUITS �- �
� � TO NEW TRANSFORMER (TBD) �--- '— -�
L � � � � �/ � � — � � �— �QNSIDE UTILITY EASEMENT) � -' � l
� SITE NUMBER:COU4145
� . � _ � � — — � � � � _ � � �- — _�� � � �� � ._ — � � � SITE NAME:SUNBURST MONOPINE �
— �/� � � � � -� � � � � � -� � r � � CROWNCASTLE SITE NAME
_ � �� � � � � � � � � Ii �
— — — "- -1 � ' ' F � �_�`�NEW TEMPORARY UTILI7Y � � '� � � � _ — -- -� � CROwN-VAIL '
� - - - - - - -__— ` - - rn � � � Ef� i� _ ELEC. RUNTO BE - - _ � � � — — � ' � � ��— - - � !
a�f i � � i BUSINESSUNITNUMBER �
� "REMOVED BY 6 30 13 � � � f � ,_ �
_� � �- NEW TEMPORARY OVER � I �
v�- __��-� � � GROUND ELECTRIC RUN IN � � � ��' —' — � ��
.._- -- -- — -" �' z 6 5 � �' SCH. 40 PVC TO EX. POL� -� � � � � � � 81o1os ;
— � � c-�E � � g � � MOUNTED�NSFORI�IER � � � �
�= _- -"� �� � � �- � � � � i � � �. "- � SITE ADDRESS
�1�� � i � � � � ! �_ � 'I
— �_�'r �- r '' � �- '� � � � � � � 1309 ELKHORN DRIVE
� _ _. �EXISTING PROPERTY LINE � � � � � � � � � � � -- � � VAIL,CO81657
�- — -- -' � �SEE LS1� -f � � � � � �- "' � � � � � � EAGLECOUNTY
— .� � � � -� — � �- � — � / USA ..'
� �
._. - - - — � � � � � � � � � �-_ _"' - -
�-- — �- � � � � � SHEET TITLE I
_ - - — � - - - - - - �Y � � — � . I � , ' �> � CONDUITPLAN
_ � � � .
' � AND
s' o a' a� ,s� COAX ICE BRIDGE
= 1 CONDUIT PLAN SCALE: 1/4" = 1'-0" SHEETNUMBER
Z S��.E: ,i4•-,•—o-
A-3
�
i
�
m �
CONE PROTECTION AREA (2) PULL IN gpp—_cPP�—
AROUND EX. LIGHT POLE PARKING SPACES & �� � � I,I
& FIRE HYDRANT CONSTRUCTION STAGING �� �a t&t
TEMPORARY 5� -�„ I
PORT-O-JOHN LOCATION �—� �/
-- pQ EX. BUILDING __.- �
_�* � � � N CROWNCASTLE �.-�-- '
75� a; LEASE/WORK AREA -�- -_--_--_�'^- -��€�y� uNE I
� ° __ –�__-_- %__=-�`"f�-- CCA�TLE� ,
� -- —_=_ %�___
INTERNATIONAL y
TEMPORARY �� �� _-� ^���----- ^
CONSTRUCTION � __ $� � ���-�� -���---- i
ALL TEMPORARY ELECTRIC o STAGING AREA � � - `_E �_�_����— � ���( �—_ 9830 S. 51 ST STREET �
m EQUIPMENT TO BE � � 135� + L_���d'��--���f_���-�'- J ���= �
EXISTING EASEMENT REMOVED BY 6/30/73 ° __ ���T'����`� ___ _� -- � _ � �ff PHOENIX,AZ85044-5677
: �
- ►��J`---�-- _��=��� r � �� ��� � �= .�
NEW TEMPORARY OVER GROUND ELEC. RUN � � �--`� -�� __� � -- - -V � �' � � -�� %.-� �=%��=��� PLANS PREPAF2ED BY: '
(TO BE REMOVED B`( 6/30/12 �i�E� � �=��-'%� _- � ' �i�=f�����_��i���=_' __- I
+ ��r �`� ,��_ _ __� _`��;;��;:%,- %��;-=��'- i
NEW TEMPORARY 200A 135� � �r ��=_ �,�- ���=- ��- - ��� � ��� ����� � �
MEfER & DISCONNEC7 F �� � �—_- __�_;-8265 =;;_;;_�;�,�:�;,;;�_--=--_ :
E t l\ � .�-- ,.� � � � =������������_� �����_ 13969 W. 1st Ave. i
� EX U�G �'—�������=�����-�� �%�f''��� ���.r� ��i'l��� �� Colden. Co&1401
F— ELECTRIC �"'—�'����� ����������% " g 2 6 ���'�%���%���%!���� P:303-325-5608 F:303-325-5629 ;
� '� EX. PROPERN LINE � --� 'i�_-�� ��'-__�i�' � -_��������%����%'i� I
�6 _--EX. UyG ELEC. TO (5) TEMPORARY ����- � �%` �==__-_--�%�'825-��_%'�'����%� �' i
� .y NEW li1 FRAME CONSTRUCTION PARKING -�' _ _`��-��-�� -� � i FO _ =_ �� �QO RF�j��+ '
EX. UTILITY POLE SPACES ALONG � --=��__� ���--��=� ���%% Q Z J ��' � J.
� PROPERTY LINE CDOT R.O.W. - - � ����- � - i� � �-'= �Q • •�R Jq �F
� � & TR,4NSFORMER � =-i_='I-i�%--�-��=���i���i�i� •QN MF .
CDOT� - � ����� ���������i �/ :�� s � 4
R.O.W. � APPROX. MM 177 - �� -��� ��� �-- '
177 �LINE � �������%�' ��� /// �z 3461 �
ROM MM � -�'-� �-,��'%' :�
35� +�� F 1 _����=��� � • I
=—'�= / ?��•. � `� i
a� o ,s� sz� aa� '�F�''••.....••°�\��� I
1 TEMPORARY ELEC. ROUTE SCALE: 1/16" = 1'-0" ss�ONAI��G � �
scu�: ,�,6•_,•—o-
i
�r� /� � � i � a �. � � � � � �
�\� // �I 'a a�...e ' m Y Y Y Y Y ,
� . EX. U/G
� ELECTRI�FD z i
/ �
�_/ f� NEW TEMPORARY TELCO � �
��� CONDUIT OVER ROOF �
1 � TO EX. TELCO ROOM __-�'-� v~i z ;
1 EX. BUILDING - z o ,
Z o�= r r
V �i^� p U U (n N F- �
F � z z rn
� o o zo
S ° EX. U/G -----f`/ a � �' �
GAS LINE ��--- �� � w z > >
� , � cn � o w w �
� W a U � � W
EX. U/G ELECTRIC EX. GREENHOUS�/TYP. �� �� EX. U/G ° �
� � � ��� WATER LINE N�� � �
i
*** DRILLING NOTE: � � id w rn �o � d �
DRILL RIGS FOR TOWER FOUNDATION WILL i�� �� EX. U/G STORM �� o � o 0 0��
NEED 40' OF STAGING TO ON TOWER SITE \ i� i DRAIN & INLETS �i� c� � � � �
(SEE PLAN). DRILL WORK DURATION NOT �� �� EX. U/G STORM �� � ,
i DRAIN & INLEfS i i � PROPOSED DIRECTIONAL w o �
TO EXCEED TWO DAYS � i i EX. U/G � BORING ROUTE FOR s�+�J � z � `V N' � "'
���- "��\ �i� WATER LINE TEMPORARY TELCO CONDUIT sW+�—
DRILL RIG STAGING AREA � � / VERIFY ALL UTILITY �� DRAWN BY: KR
(2) PULL IN PARKING SPACES / 40'-0" \� � _ `c O C A T E S I N F I E L D k4 EX. U/G SEW�S���S� �� DRAWING DATE K 11/14n2
& CONSTRUCTION STAGIN� u'�- � �s�' -'
crP— C '
CONE PROTECTION AREA AROUND I i � " I
EX. LIGHT POLE & FIRE HYDRANT 1 j / ^ '- SITE NUMBER:COU4145 �
� 0" BORING EQUIPMENT 40 � ��� I SITE NAME:SUNBURST MONOPINE
TEMPORARY PORT-O-JOHN LOCATION � 51 / STAGING AREA CROWNCASTLE SITE NAME
_ � __-�
-- � i � ;
TEMPOR,4RY D4 EX. BUILDING F� ____ -� CROWN-VAIL j
CONSTRUCTION , �» � � � / CROWNCASTLE ` _- ---_
STAGING AREA 75- � �-� - ___--- EX. U/G STORM DRAIN BUSINESSUNITNUMBER
�jLEASE/WORK AREA _--- �-___ __-_ I
1 ?� o- r ��� -� -� EX. PROPERN LINE � 87 0106
� � -_ �--' _ � -
i
� ��� i�- �!� EX. U�G CDOT R.O.W.� SITE ADDRESS 'I
TEMPORARY � -'r �_ ��___
�� �� �^�� ELECTRIC 1309 ELKHORN DRIVE
CONSTRUCTION _- ����-��-- �...� �----
�' STAGINCr AREA � -�^� �- � ������� � � **'� BORING NOTE: vAIL,CO 81657
°. '- -���-r -�� �� �-= BORING WILL REQUIRE 40SF OF STREEf EAGLE COUNTY
+/
0 135� ������i �=_______=�--���- � __ _� f_ CUTTING ALONG WITH 1'X1' POTHOLES USA ,
a �---"`- .� �-` �� � J ,
--"��J/�---._._=l==___ -- _ _=��_ i�=r_� EVERY 30' ACROSS ELKHORN DRIVE WITH SHEETTITLE
�l_ � � ONE 6'X6' OPENING AT THE BUILDING TO
��� __ �—�1�' __ _ -,� — : ; _;;;��;;;___=�= INSTALL CONDUIT TEMPORARY
_—� �— = _ — � �= ,=—=—==— —,__ ;�=—�_—� UTILITY PLAN ;
6' 0 i 6' 32' 48'
� 2 TEMPORARY FIBER ROUTE SCALE: 1/16" = 1'-0" SHEETN"MBER '
Z S�: ,�,6•v,�-o• A-3A �
i
i'
,
�� !
NEW EQUIPMENT SHELTER �.,../ ����
SIDING TO MATCH EX. ��� I
BUILDING COLOR & NPE
SEE SABRE INDUSTRIES MONOPOLES
MONOPOLE DR,4WINGS A & 6 ,, 20'-6" ,, ;
BOTfOM OF BASEPLATE � C�AO.I�N� i
IS EQUAL TO FAA
T.O. BASEPLATE r1 I L L j
ELEV. 8266'-0" DETERMINATION FILING ,, 10'-0" * � iNTERNAT10Nn��
ELEVATION BASED ON �
�T.O. PIER SURVEY s CONCRETE JERSEY BARRIER �
�'ELEV. 8265'—s° o a' PAINTED GRAY 9830 S. 51 ST STREET i
A o � iv PHOENIX,AZ 85044-5677 i
''' � � � D ��
FINISHED �RADE `� PLANS PREPARED BY: �
ELEV. 8262'-0" .•:�.
I
, ECS !
73969 W. 1st Ave. �
Goken. Co 80407
P:303-325-5606 F:303-325-5629 �
2' 0 4' 8' 12' ����� �
2 BASE ELEVATION SCALE: 1/4" = 1'-0" 3 SHELTER & BARRIER NTS Pp0 RE�js '
scn�: ,/�--,'-o• � ��'�ERJq� � (
� o�'r QN ,y�F:F� �
• o j
c,� � �:. I
;� 34610 °. �
. `� .
T.O. POLE/ ANTENNAS�, � �� ����' �
ELEV. 57'-0" ""�•�"" �
C.L AT&T ANTENNAS ��O�I�,��„�� '
ELEV. 53'-0" �
i
STRUCTURAL ANAIYSIS OF >- �� � ;
MONOPOLE BY OTHERS m Y Y Y ;
;
NEW MONOPOLE, ANTENNAS & Z i
NEW CROWN CASTLE EQUIPMENT TO BE PAINTED NEW CROWN CASTLE �
MONOPOLE "B" °BEST BRONZE" - SW6160 MONOPOLE "4" �
(BEYOND SHELTER) �z
�
zo
REFER TO MONOPOLE o o� �
° MANUFACTURE DRAWINGS FOR a � z
^ MONOPOLE SPECIFICATIONS � �� �
i
� w �o ,�a i
o a c� �
FUTURE CROWN CASTLE NEW CROWN CASTLE W �m� i
EQUIPMENT SHELTER EQUIPMENT SHELTER Z o '-��
(TO MATCH EX. BUILDING REFER TO EQUIPMENT (TO MATCH EX. BUILDING N o 0 0
EX. BUILDING COLOR & SIDING) SHELTER MANUFACTURER COLOR & SIDING) � o
DRAWINGS FOR SHELTER � z `- `" "'
SPECIFICATIONS
T.O. SHELTER DRAWN BY: KR i
ELEV. 11�-0" CHECKED BY: KS
DRAWING DATE: 10/26/12
� 0 o I
SITE NUMBER:COU4745
EX. GRADE SITE NAME:SUNBURST MONOPINE
�� ��/���/���/��/ �/�/ �/� �//��//� �///�/ %� /��/�/�\//��/��/\ ��\ \ \\/ y�\� \ �\y / �y\/�\ \ \ \ \ \ \ \� \ ` ELEV. 0'-0" CRO WNCASTLE SITE NAME I
/ /� � / /� / \ � /�/ � /// /�/ / /�/ / / �/�// /// / / /�/j/ / / ��/�/// / / / // �/�`�/j�/ / / / ////��//j
��,�� y..�yr�? v ���:��y� � � � �� � ��U<������ � fiy `�` �` `�`� <��i � ����� � � �� �� ��� �� � � �� ���
/� � � /��/ / ,. � /� / / // / � . �/ /�/�/�//�/ /�/,�. //�/J`iU,c: / /,c��/�1/i�i ./ �/�./� �1�� . � 1/�����/, TOWER INFORMATION I
� . i,i i i i,i �/ �' I I I �� CROWN-VAIL
� � � � MFG TOWER NAME: SABRE INDUSTRIES
NEW CROWNCASTLE JERSEY
REFER TO MONOPOLE I BUSINESS UN�T NUMBER i
MANUFACTURER DRAWINGS i � � BARRIER EQUIPMENT �
FOR MONOPOLE FOUNDATION � � � � ENCLOSURE (PAINT GRAY) HEIGHTAND7YPE: 57'-00" 810106 i
� � � � TOP WIDTH: 25.63"
� � � � SITE ADDRESS
� � � � BASE WIDTH: 33.58"
I I I I 1309 EIKHORN DRIVE
I I I I VAIL,CO 81657 j
L__J L__� TOWER LOCATION
EAGLE COUNTY
USA
BUSINESS UNIT: 810106 TOWER ID: 8 TOWER ID: A LATITUDE: N39°38'3125"
SHEET TITLE I
LONGITUDE: W106°21'29.78 NORTH
GROUND ELEV: 8260 FT AMSL MONOPOLE ELEVATION
4' 0 8' 16' � 24'
1 NORTH ELEVATION SCALE: 1/8�� _ ��—O" FAADET.HEIGHT: 8265.85FTAMSL SHEETNUMBER
SCALE: 1/8'=t'-0' FND.HEIGHT: 3'-6" �
A-4 i
i
i
I
ANTENNA FEEDLINE TMA � '
` J �j ;
ORIENT CUSTOMER � STATUS MFG MODEL AZIMUTH TECH. TX/RX QTY SIZE Q1Y MFG MODEL ����"� '
�
�
A MID AT&T 53' PROPOSED ANDREW DB-XCP-4545A-R2M 90' UMTS 1900/850 2 7/8" i
�
g MID AT&T 53' PROPOSED KATHREIN 800 10766 90' �TE 700 LTE 2 2^ � C��O�N
C
INTERNATIONAL� �
C MID AT&T 53' PROPOSED ANDREW DB-XCP-4545A-R2M 180' UMTS 1900/850 2 7/8"
D 9830 S. 51ST STREET
MID AT&T 53' PROPOSED KATHREIN 800 10766 180' LTE 700 LTE PHOENIX,AZ 85044-5677
i
E MID AT&T 53' PROPOSED ANDREW DB-XCP-4545A-R2M 270' UMTS 1900/850 2 7/8" �
PLANS PREPARED BY: ,
F MID AT&T 53' PROPOSED KATHREIN 800 10766 270' �TE 700 LTE ^c !
�J
13969 W. ist Ave. ..
Go�den, Co 80407
- P:303-325-5608 F:303-325-5629 '�
i
i
o�PpO REG/s j.F ;
.•
.....
b�,�oQ�`cR JA�yjFs••'P�` I.
:� c�. '
�
;� 34610 �
A: :� �
� ,,,�,.��. �
ss�4NA��-� ' �
r � � �
NEW MONOPOLE, ANTENNAS & m Y Y Y
EQUIPMENT TO BE PAINTED '
SW6160 — "BEST BRONZE" NEW AT&T RRH, o �
NP. X6 � i
NEW AT&T ANTENNA, � �
NEW CROWN CASTLE T—ARMS & 'fYP. X6 � �
PIPE MOUNTS, 'tYP. Z z o '.
F NEW AT&T SURGE o A a �� z I
U U (n
SUPPRESSION � �� o
DEVICE c� ��n �
w �o w I
AZIMUTH 270' � p AZIMUTH 90' o a v � j
��� �
� �
� Z Q rn c�o i
N ;
o ° o 0 0
� i
E e A B w � � i
�. Z .- N �
NEW AT&T DRAwN BY: KR I
TMA, TYP. X6 CHECKED BY: KS
STRUCTURA� ANALYSIS OF NOTE: MN AZ DENOTES MAGNETIC NORTH AZIMUTH; SEE DRAWING DATE: 10/26/12 �
MONOPOLE BY OTHERS �� NEW CROWN CASTLE MAGNETIC NORTH DEVIATION FOR TRUE NORTH !
MONOPOLE A" j
LEGEND: TYPICAL ANTENNA MOUNTING LOCATION
SITE NUMBER:COU4145 �
D � C OMNI INVERTED OMNI UPRIGHT DISH PANEL ANTENNA SI7E NAME:SUNBURST MONOPINE j
CROWNCASTLE SITE NAME i
� BASE �
�-_- CROWN-VAIL i
� i
n� ,�(� BUSINESS UNIT NUMBER �
C�ANT- C�ANT.- � ANT.-III 1 � ANT. 810106 i
.�lJ
;
= SITE ADDRESS i
o BASE 1309 E�KHORN DRIVE �
z VAIL,CO 81657 i
EAGLE COUNTY �
USA �
SHEET TITLE �
CROWNCASTLE
ANTENNA MOUNT DETAIL ,
,' o z' 4' s•
1 ANTENNA MOUNT LEVEL SCALE: 1/2" = 1'-0" �
SCALE. ��2�a��-0� SHEET NUMBER
A-5
i
i
� �
ua t&t ;
�
�
Rw � ;
CCA�TL E !
INTERNATIONAI y
i
9830 S. 51 ST STREET
�
PHOENIX,AZ 85044-5677 j
�
PtANS PREPARED BY: �'��,
I
i
�
�
i
13969 W. 7 st Ave.
� Golden.Co 80401 '
, P:303-325-5606 R303-325-5629 i
(
I
�
Pp0 RE�js
SECTOR TYPE TECHNOLOG CABLE IMUTH O�Q��R jA�F �F �
,,�o s°•.
A3 NEW LTE IBE 90• ° � � �
,so• : 34610 -,; �
63 NEW FIBER ; !
� ��� � �
C3 LTE FB 270' �s �� , I,
CONTRACTOR TO REFER TO FINAL �tS� q�"�''��� �� �
ONSTRUCTION RFDS FOR ALL RF DETAILS
mY I
z
0
�
U i
NEW EQUIPMENT SHELTER � �
SIDING T0 MATCH EX. BUILDING N z �
COLOR & 7YPE 2��-�� NEW MONOPOIE, ANTENNAS & Z z o
EQUIPMENT TO BE PAINTED o
NEW AT&T RRH, 'iYP. X3 c°�� v~i �
SW6160 - "BEST BRONZE" a � z i
(i PER SECTOR) � o
j �SM �SM FRpNT � Yn w z > I
� C BA� BA.�.� �9pp $5� NEW AT&T ANTENNA, o a o �
3'_0 P�WER ° TYP. X6 N .- I
rn � �� ;
AC Q3" 23„ Z � F NEW AT&T SURGE o � Z Q � � N i
23„ -� ' SUPPRESSION o � o 0 o I
�'' � DEVICE v' `� � I
� 19° � >
o �TE FR�NT � AZIMUTH 270' p o AZIMUTH 90' � z � `" "' �
UMTS �y• �
� DRAWN BY: KR i
3'-0�� FUT' FuT CHECKED BY: KS I
�^ �r1TER��R DRAWING DATE: 10/26/12
19�-
p1- E ° A3 �
TELCO , A
° FlF BA�KB�ARD
pC SITE NAMEESUNBURST MONOPINE i
.P NEW AT&T TMA, TYP. X6 i
� < o (2 PER SECTOR) CROWNCASTLE SITE NAME
TE`C LO�e . ; .e '`°. : STRUCTURAL ANALYSIS OF ,,
O CPGEN• ° MONOPOLE BY OTHERS NEW CROWNCASTLE CROWN-vAIL
COAX pEMARK � . � MONOPOLE, TYP.
pORS P�u ° 4'���' (1 NEW, t FUTURE) BUSINESS UNIT NUMBER
B3 � B2 810106 �
� x NEW COLLAR MOUNT & �
SITE ADDRESS
0 1309 ELKHORN DRIVE �
z � ANA YSIS BY MANU ACTURER !
� VAIL,CO 81657
EAGLE COUNTY
USA
SHEET TITLE 1
AT&T
EQUIPMENT LAYOUT
,' o ,' z' s a' a• n _ ' n i o s a s s&A NuMg R A DETAILS I
1 EQUIPMENT LAYOUT SCALE: 3/8" = 1'-0" 2 ANTENNA DETAIL SCALE: 1/2 — 1 -0 I
SCALE: 3/8�=7'-0" SCALE: 7/2'=1'-0' I
A-6 ;
i
� i
`�/ Q' I,
DIVISION 1 : STANDARD PROVISIONS DIVISION 2: SITE WORK-02100 ���V�� ;
GENERAL NOTES EARTHWORK AND DRAINAGE 6. PRODUCTS E.DEMouTioN 'I
7.DRAWINGS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE t. ACCESS ROAD, ENTRANCES, TURNAROUND AREAS, SITE/LEASE AREA AND A.MATERIALS 1)DEMOUTION SHALL BE CONTROLLED TO PREVENT THE SPREAD OF DUST TO i
DIAGRAMMATIC ONLY. THE WORK INDICATED ON THE DRAWINGS SHALI COMPOUND AREAS ARE TO BE CONSTRUCTED TO PROVIDE PROPER DRAINAGE 1)FILL MATERIAL - ACCEPTABLE SELECT FILL SHALI BE IN ACCORDANCE WI7H OCCUPIED PORTIONS OF THE BUILDING.
INCLUDE FURNISHING MATERIALS, EQUIPMENT AND APPUR7ENANCES, AND SO TO ENSURE EASILY MAINTENANCE AND COMPACTED, EVEN AND LEVEL (THE STATE DEPART�IENT OF HIGHWAY AND PUBLIC TRANSPORTATION 2)EXISTING WORK TO REMAIN SHALL BE PROTECTED FROM DAMAGE. WORK tA/ � �
LABOR NECESSARY TO COMPLETE THE WORK. VERIFY ALL EQUIPMENT SURFACES FOR CUST0�IER ENJOYMENT AND FUTURE CONSTRUCTION ACTNITY, DEPARTMENT STANDARD SPECIFICATIOM FOR THE STATE IN WHICH THE TOWER IS DAMAGED BY CONTRACTOR SHALL BE REPAIRED TO MATCH EXISTING WORK. C AOJT��►/N i
LOCATIONS WITH PROJECT MANAGER. MATERIAL AND EQUIPMENT DELIVERIES AND MAINTENANCE PERSONNEL ACCESS. TO BE CONSTRUCTED. 3)AT THE END OF EACH WORK DAY AND DURING INCLEMENT WEATHER, CLOSE ALL �/l�S l L E j
2•CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS ON THE 2)SOIL STERILIZER SHALL BE EPA REGISTERED, OF LIQUID COMPOSITION AND EXTERIOR OPENWGS WITH WEATHERPROOF COVER. INTERNATIONAL y
JOB SITE AND CONFIRh1 THAT WORK AS INDICATED ON THE CONSTRUCTION 2�VEGEfATION CONTROI OF PRE EMERGENCE DESIGN. �
DOCUMENTS (ALSO KNOWN AS CONSTRUCTION PLANS CAN BE ACCOMPLISHED �APPLY SOIL STERILIZER IN ACCORDANCE WITH MANUFACTURER'S 4)REMOVE DEBRIS AND RUBBISH FROM THE SITE DAILY. DO NOT ALIOW DEBRIS
� RECOMMENDATION (USE AS NEEDED 4)AGGREGATE'S ZE ISBBASED ON OR EQUAL TO6AASHTO STANDARD.
AS SHOWN BEFORE PROCEEDING. )• AND RUBBISH TO ACCUMULATE IN BUILDING OR ON SITE. 9$3O S. rJ�ST STREET
B.GRASS SEEDS SHALL BE APPIiED AND MAINTAINED AS RECOMMENDED BY TNE
3.NOTIFY PROJECT MANAGER OF ANY MAJOR DISCREPANCY REGARDING THE SEED PRODUCER (IF REQUIRED). B.EQUIPMENT PHOENIX,AZ 85044-5677
CONTRACT DOCUMENTS, EXISTING CONDITIONS, AND OR DESIGN WTENT. THE C.VEGEfATiON LANDSCAPING, IF INCLUDED WITHIN THE CONTRACT, WILL 8E PLACED t)COMPACTION SHALL BE ACCOMPLISHED BY MECHANICAL MEANS.
CONTRACTOR SHALL 8E RESPONSBLE FOR OBTAIN�NG THIS CLARIFICATION DIVISION 3. CONCRETE WORKS-03310 :
AND MAINTAINED AS RECOMMENDED BY NURSERY INDUSTRY STANDARDS (�F
PRIOR TO PROCEEDING WITH THE WORK OR RELATED WORK IN QUESTION. � SUB-GRADE SHALL BE COMPACTED WITH EQUIPMENT APPROPRIATE FOR 1YPE OF I
REQUIRED. SUB-GRADE MATERIAL AND ACHIEVING A RUBBER TIRE PRESSURE OF 60 PSI, �,QUALfTY ASSURANCE: COMPLY WRH PROVISIONS OF THE FOLLOWING CODES. PUNS PREPARED BY: �
4•INSTALL ALl EQUIPMENT AND MATERIALS PER MANUFACTURER'S SHEEP'S FOOT PRESSURE OF 100 PSI, OR A VIBRATORY ROLLER WEIGHING SPECIFICATIONS AND STANDARDS, EXCEPT WHERE MORE STRINGENT REQUIREMENTS
RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED, OR 3. SEQUENCING APPROXIMATELY SIX (6) TONS. ARE SHOWN OR SPECIFIED.
WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. A. CONFIRM SURVEY STAKES AND SEf ELEVATIONS PRIOR TO ANY 2)SMALLER AREAS SHAIL BE COMPACTED BY POWER-DRIVEN. HAND HELD q,pCl 301 "SPECIPICA710N FOR STRUCTURAL CONCREfE FOR BUILDINGS", I
5.CONTRACTOR SHAII VISIT JOB SITE PRIOR TO SUBMITTMG A BID TO REVIEy� CONSTRUCTION INCWDING BUT NOT LIM�TED TO THE FOLLOWING ITEMS: TAMPERS. LATEST EDITION. � i
SCOPE OF WORK AND EXISTING SI7E CONDITIONS AFFECTING THE PROPOSED 1) TOWER PLACEMENTS AND FOUNDATION ELEyATIONS 3)F�NISH GRADE SHALL BE COMPACTED BY SMOOTH DRUM VIBRATOR ROLLERS g,qCl 318 "BUILDIN� CODE REQUIREMENTS FOR REINFORCED CONCRETE"
PROJECT, INCLUDING BUT NOT LIMITED T0, DEMOLITION, �1ECHANICAL SERVICE, 2) EASEMENTS AND ACCESS CENTER LINES (GC IS RESPONSIBLE FOR ALL WEIGHING AT LEAST SIX (6) TONS. AND ACI 318 "COMMEN7ARY", LATEST EDITION.
ELECTRICAL SERVICE, ACCESS ISSUES, DRAINAGE, AND OVERALL COORDINATION. OFFSETS) NOTE:DENSIiY TESTING IS REQUIRED ON ACCESS ROADS BOTH SUB-GRADE AND 13969 W. tst Ave.
3 ENTRANCE, RADIUS POINTS AND SETBACK RIGNT OF WAYS IF REQUIRED) FINISH GRADE. CONCREfE REINFORCING STEEL INSTITUTE (CRSI),"MANUAL OF STANDARD I
� � � PRACTICE". Golden, Co 80407
6.AlL TELEPHONE/RADIO EQUIP�IENT LAYOUT, SPECIFICATIONS, PERFORMANCE, P:303-325-5608 F:303-325-5629 i
INSTALLATION AND THEIR FINAI LOCATION ARE TO 8E APPROVED BY CCUSA. 4) LEASE AND FENCE CORNERS COMPOUND SURFACES ARE ON�Y REQUIRED AT CCI DISCREPANCY.
THE CONTRACTOR SHALL BE RESPONSBLE FOR COORDINATWG HIS WORK 5) MEfER BOARD PLACEMENTS (EACH POST) TESTING REPORTS SHOULD BE INCLUDED IN THE CLOSE-OUT DOCUMENTS 2.REINFORCING MATERIALS: j
WITH THE WORK AND CLEARANCE REQUIRED BY OTHERS RELATED TO SAID 6) DRAINAGE ELEVATION AND GRADING STATION ALONG THE ACCESS AND PACKAGE. /�i�.REINFORCING:ASTM A 615, GRADE 60 DEFORMED.
EQUIPMENT. AROUND THE SITE. 7. EXECUTION B.WEIDING WIRE fABRIC:ASTM A185 WELDED STEEL WIRE FABRiC. pOO REG�s '
7) CONSTRUCTION BENCH MARK AND ELEVATION (NEAR THE SITE) 0.SUPPORTS FOR REINFORCEMENT: 80LSTERS, CHAIRS, SPACERS AND J� j
7,ALL WORK PERFORMED AND �1ATERIALS SHALL MEEf THE HIGHEST TRADE PRIOR TO ANY CONSTRUCTION A. INSPECTIONS OTHER DEVICES FOR SPACING, AND SUPPORTING REINFORCING BARS IN ��� ••�••.. /
STANDARDS. AS A MINIMUM STANDARD, CONFORM WITH ALL APPIICABLE CODES, 8) ACCESS GATE PLACEMENT (IF REQUIRED) LOCAL BUILDING INSPECTORS SHALL BE NOTIFIED NO LESS THAN 48 HOURS p(,qCE. USE WIRE BAR 7YPE SUPPORTS COMPLYING WITH CRSI �O�•� F
IN ADVANCE OF CONCRETE POURS, UNLESS OTHERWISE SPECIFIED BY OWNER ��oQ�'�R�AMFs•�� i
REGULATIONS AND ORDINANCES HAVING JURISDICTION. CONTRACTOR SHALL GIVE 8.THE COMPLEfE ROAD AND SITE AREA WILL BE GRUBBED PRIOR TO FOUNDATION OR LOCAL JURISDICTION. SPECIFlCATIONS. ��
ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES. REGULATIONS � � '
CONSTRUCTION OR PLACEMENT OF BACK FILL OR SUB-BASE MATERIAI. 3.CONCREfE MATERIALS: •� �C'�� I
AND LAWFUL ORDERS OF ANY PUBLIC AUTHORI7Y BEARWG ON THE B.PREPARATION •
C.CONSTRUCT TE�IPORARY CONSTRUCTION ZONE ACCESS DRIVE. t� _ �
PERFORMANCE OF THE WORK. 1)CLEAR TREES GROUND TO SKY), BRUSH AND DEBRIS FROM SITE AREAS AND �PORTIAND CEMENT: ASTM C 750. „�E ,. � 3461
D.THE SITE AREA WILL BE BROUGHT TO SUB-BASE COURSE E�EVATION AND THE � B.AGCREGATES: ASTM C 330 AND APPROVED BY LOCAL D.O.T. AS ALKALI-SILICA "'r;
ACCESS ROAD TO BASE COURSE EIEVATION PRIOR TO FORMING FOUNDATION. ACCESS ROAD RIGHT-OF-WAY AS DIRECTED BY PROJECT MANAGER. REACTION REISISTANT. �O •
S.ELECTRICAL SYSTEMS SHALL BE INSTALLED PER N.E.C. AND IN ACCORDANCE E.APPLY SOIL STERILIZER PRIOR TO PLACING BASE �1ATERIAIS. 2)PRIOR TO OTHER EXCAVATION AND CONSTRUCTION EFFORTS GRUB ORGANIC �9Q
WITH ALL APPLICABLE UTILITI' C0�IPANY SPECIFICATIONS, AND LOCAL AND STATE F_GRADE, SEED, FERTILIZE AND MULCH DISTURBED AREAS IMMEDIATELY AFTER MATERIAL TO A MINIMUM OF SIX (6) INCHES BELOW ORIGINAL GROUND LEVEL C.AIR-ENTRAINMG ADMIXTURE: ASTM C 260 CERTIFlED BY THE ��C � [JJ�
JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. MANUFACTURER TO BE COMPATIBLE WITH OTHER REQUIRED ADMIXTURES. 0 • .•� I
BRINGING SITE AND ACCESS ROAD TO BASE COURSE ELEVATION, WATER TO 3)UNLESS OTHERWISE INSTRUCTED BY CCUSA, TRANSPORT ALL REMOVED TREE, ��
9.CONTR4CTOR SHALL PROVIDE CONTINUOUS SUPERVISION WHILE ANY ENSURE GROWTH. BRUSH AND DEBRIS FROM THE PROPERTY TO AN AUTHORIZED LANDFILL. 4.PROPORTIONING AND DESIGN OF MIXES: p•On•,""•+' � i
SUBCONTRACTORS OR y�ORK�IEN ARE ON THE JOB SITE AND SHALL G.REMOVE GRAVEL FROM TEMPORARY CONSTRUCTION ZONE TO AN AUTHORIZED 4)PRIOR TO PLACE�IENT OF FILL OR BASE �1ATERIALS, ROLL AND DESIGN MIX TO PROVIDE CONCREfE WITH THE FOLLOWING PROPERTIES: V�/�1NA���� I
SUPERVISE AND DIRECT ALL WORK. CONTRACTOR SHALL BE SOLELY AREA OR AS DIRECTED BY PROJECT MANAGER. COMPACT THE SOIL AAS PER MANUFACTURER DESIGN - TO BREAK ACCORDING TO �
RESPONSIBLE FOR ALL CONSTRUCTION MEANS, MEfHODS, TECHNIQUES, H.AFfER COMPLEfION OF CONSTRUCTION BUT PRIOR TO THE FINAL PUNCH LIST 6)�yHERE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, RE�10VE AND REPLACE �NUFACTURERS TESTING REQUIREMENTS. i_.
SEQUENCES AND PROCEDURES AND COORDINATING ALL PORTIONS OF THE INSPECTION. APPLY FOUR (4) INCHES OF STONE (1" OR SMALLER WITH FlNES WITH SUITABLE SOIL. B.WEIGHT: 145 PCF. � � �
WORK UNDER THE CONTR4CT. POST PROPER TEMPORARY CONSTRUC710N AND DUST) TO ALL GRAVELED AREAS (REFER TO GRAVEL PAVEMENT DEIAIL). m Y Y Y !
SIGNAGE WITH EMERGENCY PHONE NUMBERS AND TEMP ASR FAA NU�v1BER C. INSTALLAT�ON W/C RATIO: 0.44 MAXIMUM (NON AIR-ENTRAINED), 0.35 MAXIMUM
� I. AffER APPLICATIONS OP FINAL SURFACES, APPLY SOIL STERILIZER TO THE I
�)THE SITE AND TURNAROUND AREAS SHALL BE AT THE SUB-BASE COURSE �•�AIR-ENTRAINED).
STONE SURFACES. I
10PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS ELEVATION PRIOR TO FORMING FOUNDATIONS. GRADE OR FILL THE SITE AND TJ4IE: NO TOWER STEEL IS TO BE PLACED ON THE TOWER FOUNDA770N/S O I
THAN 2-A OR 2-AtOBC WITHIN 75 FEEf TRAVEL DISTANCE TO ALl 4. �QQ�Q ACCESS ROAD AS REQUIRED IN ORDER THAT UPON EVEN DISTRIBUTION OF UN'fIL THE CONCREfE CURE STATUS IS A MINIMUM OF (50%) PERCENT OF i=- �
PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. A. UNIFORMLY GR4DE AREA TO BE SMOOTH SURFACE FREE FROM SPOILS RESULTING FROM FOUNDATION EXCAVATIONS THE RESULTING GRADE WILL THE TOWER MANUFACTURE'S SPECIFICATION. TESTING REPORTS ARE TO BE � I
IRREGULAR SURFACE CHAN�ES. COMP�Y WITH COMPACTION REQUIREMENTS CORRESPOND WITH SAID SUB-BASE COURSE. ELEVATIONS ARE TO BE FORWARD TO CROWN OR APPOINTED CONSTRUCTION MANAGER. COPIES OF �� �
11•AL� CONSTRUCTION SHALL BE IN ACCORDANCE WITH FEDERAL, STATE AND i
AND GRADE TO CROSS SECTION, TOPO LINES AND ELEVATIONS INDICATEO. CALCULATED FROM FINISHED GRADES OR SLOPES INDICATED. THE EACH REPORT SHOULD BE INCLUDED IN THE CLOSE-OUT PACKAGE
LOCAL CODE REQUIREMENTS. � z I
t) COMPOUND SURFACE GRADES ARE TO BE SLOPED TO DIRECT WATER 2��F ANY, EXCESS SPOILS WILI BE CLEARED FROM JOB SITE AND NOT SPREAD CONCREI'E TESTING REOUIREA�ENTS: Z z �
12.CONTRACTOR SHALL PROTECT ALL EXISTING FINISHES THAT ARE TO REMAIN. AWAY FROM EQUIPMENT AND SHELTERS 70 PREVENT STANDING O
AND PONDING y�ATER. BE1'OND THE LIMITS OF LEASE PROPERN UNLESS AUTHORIZED BY CCUSA / AS SAMPLING FRESH CONCRETE PER ASTM C172, IXCEPT MODIFIED FOR F v � �
CONTRACTOR SHALL REPAIR ANY DAMAGE 7HAT MAY OCCUR DURING AGREE�IENT BY LANDOWNER. SLUMP TO COMPLY WI7H ASTM C94. a
CONSTRUCTION. 2) COMPOUND SURFACE SHALL BE COMPACTED TO A 907 MAXIMUM DRY TEST CYIJNDER REQUIREMENT: � � � � �
DENSIiY TO ALLOW PROPER STERILIZATION FOR ACCESS 70 ALl 3)THE ACCESS ROAD SHALL BE BROUGHT TO BASE COURSE ELEVATION. PRIOR TO ONE (1) SEf OF SIX (6) CYLINDERS FOR EVER`( 50 YAROS BATCH OR 1 � w z ] �
CUSTOMERS FOUNDATION CONSTRUCTION, TO PERMIT USE FOR EQUIPMENT PASSAGE AND SEf OF 6 CYIJNDERS FOR EACH POUR. CYLINDERS (1) SHOULD 8E TAKEN W � o w '
�3�SEAL ALL PENEfRATIONS THROUGH FIRE RATED AREAS WITH U.L. USTED OR 3) DEN517Y TESTING MAY BE REQUIRED AT CROWN'S DISCREPANCY DUE TO OBSERVATION DURING CONSTRUCTION OF THE SITE. FROM EACH TRUCK FOR AN EQUAL SAMPLING OF THE 50 YARD BATCH OR o a c� �' �
F.M. APPROVED MATERIALS. QUESTIONABLE COMPACTION OF FINISH SURFACE GRADE OR SUB-GRADE. 4)AVOID CREATING DEPRESSIONS WHERE WATER MAY POND. POUR. N � � i
4) DITCHES/SWALES AROUND THE COMPOUND AREA AND ALONG ACCESS 5)WHEN IMPROVING AN EXISTWG ACCESS ROAD, GRADE THE EXISTING ROAD TO b97F:�.� CYLJNDERS SHOUID NOT BE MOVED FROM THE SAMPLING AREA ��� �
14.DETAILS AND SCHEMATICS ARE TO PROPOSE OR SHOW END RESULT OP THE ROAD. SHALL BE CONSTRUCTED SO TO PROVIDE A SMOOTH TRANSITION REMOVE ANY ORGANIC MATfER AND SMOOTH THE SURFACE BEFORE PLACING FOR A PERIOD OF 24 HOUR. ALL CYLINDER SHOULD BE COVER AND � � �' N
DESIGN. MINOR MODIFICATIONS MAY BE NECESSARY TO SUIT JOB CONDITIONS BETWEEN EXISTING GRADES/SLOPE AND NEW PROPOSED GRADES. PROTECTED FROM DAMAGE AND FREQING. Z ¢ o 0 o j
AND DIMENSIONS. SUCH �10DIFICATIONS SHALL 8E INCLUDED AS PART OF THE SIX (6) INCHES OF STONE. ROLL AND COMPACT, p o
5) SITE GRADING AND DRAINAGE SHOULD BE CONSTRUCTED TO PREVENT
WORK. PRIOR WRITTEN APPROVAL BY CROWN IS REQUIRED. yyATER FROM ENTERING THE COMPOUND SURFACE OR THE ACCESS 6)PLACE FILL OR STONE IN SIX INCH MAXIMUM LIFfS AND COMPACT BEFORE COAIPRESSNE S?RNGTH TES? REOUIREMENTS: � i
BREAK 1 CYLINDER AT 3, 7, 74, 28 DAYS. >
ROAD SUB-GRADE. PLACING NEXT UFl. W
5.VERIFY ALL FINAL EQUIPMENT LOCATIONS WITH OWNER'S REPRESENTATIVE. NOTE: BREAKS CAN BE COMPLEfED AF1'ER 3 DAYS AND BEFORE 14 DAYS � �- cv r-�
B• MOISTURE CONTROL-UNIFORMLY MOISTEN OR AERATE SUB-GRADE AND � z I
7)THE FINISH GR4DE, INCLUDING TOP SURFACE COURSE, SHALL EXTEND A WITH THE 2 SPACE CYLINDERS TO CONFIRM REQUIRED STRENGTH FOR
16.DIMENSIONS ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. �CH SUBSEQUENT FILL OR BACK FILL LAYER BEFORE COMPACTION TO MINIMUM OF 7W0 FOOT BEYOND THE SITE fENCE AND SHALL COVER THE STACKING TOWER STEEL. i
WITHIN 2% OF OPTIMUM MOISTURE CONTENT. AREA AS INDICATED. DR.4WN BY: KR
DO NOT PLACE BACKFIELD OR FILL MATERIAL ON SURFACES THAT ARE CHECKED BY: KS '�
�7,CLEANUP AND SAFETY: KEEP PROJECT AREA CLEAN. HAZARD FREE, AND MUDDY, FROZEN OR CONTAIN FROS7, SNOW OR ICE. 8)RIPRAP SHALL 8E APPLIED TO THE SIDE SLOPES OF ALL FENCED SITE AREAS, DIVISION 4. STRUCTURAL STEEL-05120 DRAWINGDATE: 10/26/12 I
DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND EQUIPMENT REMOVED AND NOT 0. STOCKPI�ING MATERIAL (TOP SOIL OR FILL DIRT) ON SITE, SHOULD BE PARKING AREAS, AND TO ALL OTHER SLOPES GREATER THAN 2:1. �
SPECIFIED AS REMAINING THE PROPERT' OF THE OWNER, EfC. LEAVE PREMISES PLACED IN AND AREA THAT CAN BE CONTROLLED TO PREVENT WATER, SNOW, g)RIPRAP SHA�L BE APPLIED TO THE SIDES OF DITCHES OR DRAINAGE SWALES. 1.QUALIiY ASSUR4NCE: COMPLY WITH PROVISIONS OF THE FOLIOWING CODES,
IN A VACUU�1 AND BROOM CLEAN CONDITION: FREE FROM PAINT SPOTS, DUST, OR ICE FROM EFFECTING MOISTURE CONTENT. STOCKPILES MAY HAVE TO
OR SMUDGES OF ANY NATURE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SPECIFICATIONS AND STANDARDS, EXCEPT WHERE MORE STRINGENT REQUIREMENTS
MAINTAINWG ALL SYSTEMS EQUIPMENT IN A CLEAN WORKING ORDER UNTIL BE COVERED TO PREVENT ADD MOISTURE SO ACCEPTABLE FILI CAN BE �0)RIPRAP ENTIRE DITCH FOR SIX FEET IN ALL DIRECTIONS A7 CULVERT OPENINGS. i
USED. ARE SHOWN OR SPECIFIED: SITE NUMBER:COU4145 �
ACCEPTANCE OF THE PROJECT BY PROJECT MANAGER. D. DE-WATERING-PREVENT SURFACE WATER AND SUBSURFACE OR GROUND 11)SEED, FERTILIZER AND STRAW COVER SHALL BE APPLIED TO All OTHER A.AISC "CODE OF STANDARD PRACTICE". SITE NAME:SUNBURST MONOPINE
WATER FROM ENTERING EXCAVATIONS, FROM PONDING ON PREPARED DISTURBED AREAS, AND DITCHES AND DRAINAGE SWALES, NOT OTHERWISE CROWNCASTLE SITE NAME
18.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REDLINING THE CONSTRUCTION SUB-GRADE, AND FROM FLOODING PROJECT OR BUILD AREA. RIPRAPPED. B.AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDWGS - 13TH EDITION I
PLANS TO ILLUSTRATE THE AS-BUILT CONDITION OF THE SITE. ALL E. EROSION CONTROL-MEASURES SHALI 8E MAWTAINED THROUGHOUT THE 12)UNDER NO CIRCUMSTANCES y�ILL DITCHES, SWALES, OR CULVERTS BE PLACED C.A�IERICAN WELDING SOCIETY (AWS) Dt.t-O6, "STRUCTURAL WELDMG CODE CROWN-VAI� I
UNDERGROUND UTILITIES AND GROUNDING SHALL BE SHOWN ON REDLINE DURATION OF THE PROJECT. SO THEY DIRECT WATER TOWARDS, OR PERMIT STANDING WATER IMMEDIATEIY - STEEL." I
DRAWINGS AND DIMENSIONED FROM FENCE LINES OR PADS. PHOTOGRAPHS 1. ALL INLEfS, DRAINS, PIPES, SWELLS, AND ROADS SHALL BE KEPT ADJACENT TO RAILROAD BALLAST. IF DESIGNS OR ELEVATIONS CONFLICT WITH 2,MATERIALS:
ARE REQUIRED. TWO (2) COPIES OF REDLINED DRAWINGS WILL BE PROVIDED CLEAN AND FREE OF DIRT AND SILT. THIS GUIDANCE THE A & E FIRM SHOULD BE ADVISED IMMEDIATELY. BUSINESS UNIT NUMBER
TO CROWN AND ONE (t) TO THE A & E FIRM FOR DEVELOPMENT OF THE 13)IN DITCH LINE WITH SLOPES GREATER THAN TEN PERCENT, MOUND A•STRUCTURAL STEEL PLA7ES, SHAPES AND BARS: ASTM A 36.
AS-BUILD/SURVEY RECORD DOCUMENTS. DIVERSIONARY HEADWALLS IN THE DITCH AT CULVERT ENTRANCES. THE HEADWALL g•HIGH STRENGTH THREADED FASTENERS: ASTM A 325. 810106
5.SUBMITTALS SHALL BE POSITIONED AT AN ANGLE NO GREATER THAN fi0 nErREES OFF THE C.ELECTRODES FOR WELDING: E70XX OR MATCHING FILLER AS SPECIFIED IN
A. BEFORE CONSTRUCTION DITCH LINE. RIPRAP THE UPSTREAM SIDE OF THE HEADWA�L AS WELL AS THE AWS Dt.1. SITE ADDRESS
t. IF LANDSCAPING IS APPIICABLE TO THE CONTRACT, 'fW0 COPIES OF THE DITCH FOR SIX FEEf ABOVE THE CULVERT ENTRANCE. AND EXITS. D.ALI STRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED IN ACCORDANCE j
LANDSCAPE PLAN UNDER NURSERY LETfERHEAD. IF A LANDSCAPE ALLOWANCE
WAS INC�UDED IN THE CONTRACT, AN ITEMIZED LISTING OP PROPOSED COSTS �D.�yARRANIY WITH ASTM A 123. 1309 ELKHORN DRIVE I
UNDER NURSERY LETTERHEAD (REFER TO SITE PLAN FOR LANDSCAPING 1) IN ADDITION TO THE WARRANTY ON A�L CONSTRUCTION COVERED IN THE E.CEMENT GROUT: IF REQUIRED BY TOWER MANUFACTURER; FOLLOW MFG. VAIL,CO 81657 i
REQUIREMENTS). CONTR4CT DOCUMENTS, THE CONTRACTOR SHALL REPAIR ALL DAMAGE AND SPEC. EAGLE COUNTY !
2•SUBMIT FOR APPROVAL, 1/2 CUBIC F00T OF THE PROPOSED SURFACE REPAIR AREA BACK AS CLOSE TO ORIGINAL CONDITION AS POSSIBLE TO LEASE F.NON-MEfALUC, SHRINKAGE-RESIS7ANT, 4000 PSI COMPRESSIVE STRENGTH USA
COURSE MATERIAL. AREA PROPER7Y OR SURROUNDING CAUSED�BY CONSTRUCTION. GROUT, PROVIDE ONE OF THE FOLLOWING OR AN APPROVED EQUAL: SHEET TITLE
2)SOIL STERILIZATION APPLICATION WILL GUAR4NTEE VEGEfATION FREE �.EUCO N.S. BY EUCLID CHEMICAL C0.
B. AFIER CONSTRUCTION ROAD AND SITE AREAS FOR ONE YEAR FROM DATE Of FINAL INSPECTION. Z,MASTERFLOW 773 BY �AASTER BUILDERS CROWNCASTLE �
1•MANUFACTURER'S DESCRIPTION OF PRODUCT AND WARRAN7Y STATEMENT ON 3} DISTURBED AREAS WILL REFLECT GROWTH OF NEW GRASS COVER PRIOR TO �
SOIL STERILIZED. FINAL INSPECTION. G.AIL TOWER STEEL TNAT HAD GALVANIZING DAMAGE SHALL BE REPAIRED IN GENERAL NOTES i
2•MANUFACTURER'S DESCRIPTION OF PRODUCT ON GRASS AND FERTILIZER. 4) LANDSCAPING, IF INCLUDED WITHIN THE SCOPE OP THE CONTR4CT, ACCORDANCE WITH ASTM A780, SECTION A2 "REPAIR USING ZINC-RICH i--
3•LANDSCAPING WARRANIY STATE�IENT.(SEE LS-t) WILL BE GUARANTEED FOR ONE YEAR FROM DATE OF FINAL INSPECTION. PAINTS." SHEET NUMBER
i
A-7
i
,
�
_ ,
3 v '
S1 SHELTER WALL ��}'Q�� I
L����
NOTES: 2" FLAT WASHER �•-�„ �'�� I
1) DRAINAGE - SLOPE GRADE
2^ g^ 2^ i
AWAY FROM SHEITER MIN. 1/2" 3/4"0 x 2-1/4" BOLT - �
N � I
- - PER FT. MIN 5'-0". � � ��A�1 L E
-1 OO TIE DOWN PL4TE
f � I 2) REFER TO SITE PLAN FOR -___ °' N INTERNATIONAL�r �
STOOP & PAD ORIENTATION. 2" FLAT WASHER
I BROOM FINISH � Qo N � 1"�b HOLE, i
3) CONTR,4CTOR OPTION: #4 3/4"� x 2-1/2" 9830 S. 51ST STREET
' WWF6x6-W1.4xW7.4 PLACE I REBAR AT 18" O.C. EA. WAY AT EMBED EXPANSION '
� STEEL BOTH TOP & I 2" CLEAR FROM SLAB BOTfOM ANCHOR CONC. SLAB PHOENIX,AZ 85044-5677 �
c BOTTOM W/ MIN. 2" MAY BE SUBSTITUTED FOR WWF. i
�
( COVER (lYP), SEE NOTE 3 (
I PLANS PREPARED BY: �
� � r
� ( r.o. sTOOP 3 SHELTER TIE DOWNS NTS �
� � ELEV =100'-0" I 13969 W. 1st Ave.
. 100'-0"
I TOP OF SLAB ( STRUCTURAL NOTES Golden.Co e040t I
P:303-325-5608 F:303-325-5629
S1 I ( 1.0 GENERA� CONDITIONS ___ ��
L -- - -- - - - -- - -- - -- -- - - --�
1.1 DESIGN AND CONSTRUCTION OF ALL WORK SHALL CONFORM TO THE IBC 2009 EDITION AND ALL OTHER
APPUCABLE STATE CODES, ORDINANCES, AND REGULATIONS. IN CASE OF CONFLICT BEfWEEN THE CODES, ���0 RE�j'�s ;
4'x4' CONCRETE STANDARDS, AND REGULATIONS. SPECIFICATIONS, GENERAL NOTES AND/OR MANUFACTURER'S REQUIREMENTS. USE Q �. •••••• T �p;
STOOP-BROOM FINISH THE MOST STRINGENT PROVISION. �� OQ��R,1/���°��� I
VFY/ W/MFR. (TYP) (VERIFY LOCATION WITH 1,2 IT IS THE EXPRESS INTENT OF THE PARTIES INVOLVED IN THIS PROJECT THAT THE CONTRACTOR OR '� � '
SHELTER ORDERED) � . I
20'-0" SUBCONTRACTOR OR INDEPENDENT CONTRACTOR OR THEIR RESPECTIVE EMPLOYEES SHAI.L EXCULPATE THE ;� 3�6 �
ARCHITECT, THE ENGINEER, THE CONSTRUCTION MANAGER, THE OWNER, AND THEIR AGENTS, FROM ANY LIABILIIY . "'a ,
WHATSOEVER AND HO�D THEM HARMLESS AGAINST LOSS, DAMAGES, LIABILITY OR ANY EXPENSE ARISING IN ANY � :� _
MATfER FROM THE WRONGFUL OR NEGLIGENT ACT, OR FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH �� � � •`1
t' 0 2' a' s' THE CONTRACT DOCUMENTS, OR THE CONSTRUCTION MEANS, METHODS, TECHNiQUES, SEQUENCES OR PROCEDURES �����, ��
�� _ � �� OR FAILURE TO CONFORM TO THE STATE SCAFFOLDING ACT W CONNECTION WITH THE WORK. FcS'S�� A\�
1 FOUNDATION PLAN SCALE: 1/2 1 -0 S�: ��2.@�,_o, 1.3 DO NOT SCALE DRAWINGS. /�NAL�`� .-'
} � � � I
1.4 VER�FY ALL EQUIPMENT MOUNTING DIMENSIONS PER MANUFACTURER DRAWINGS. m Y Y Y ,
SHELTER FOUNDATION NOTES 1.5 SUBMIT ONE SEPIA AND TWO PRIMS OF A�l STRUCTURAL SHOP DR,4WINGS. MARKED UP SEPIA SHALL BE z '
REfURNED. o �
7. VERIFY DIMENSIONS WITH SHELTER MANUFACTURER. ? i
1.6 DESIGN LOADS ARE:
2. REMOVE ALL LOOSE INORGANIC OR UNSUITABLE SOIL TO WIND SPEED 105 MPH 3 SEC EXP B N z
UNDISTURBED BEARING STR,4TA W ALLOWABLE SOIL SEISMIC ZONE 1 . Z z o
� SNOW LOAD 80 PSF o o~ '-
BEARING PRESSURE OF 2000 PSF. � c�� z
d
3. CONCRETE STRENGTH SHALL BE 3000 PS1, MIN. 2.0 STEEL � J� °
cn w z � �
2.1 MEEf OR EXCEED THE FOLLOWING CODES & STANDARDS LATEST EDITION EXCEPT AS NOTED: o a o � �
4. SLAB SHAL� BE LEVEL f1/4" � �
5. SHELTER TIE DOWNS BY SHELTER MANUFACTURER. ANCHOR SHELTER IN A. STRUCTURAL STEEL...AISC SPECIFICATION & CODE OF STANDARD PRACTICE
ACCORDANCE WITH -SHAPES AND PLATES...ASTM A572 N � �m�
6. ALL RECOMMENDATIONS OF THE GEOTECHNICAL REPORT SHELTER SHELTER DRAWINGS -PLATES BENT OR COLD FORMED...ASTM A 283, GRADE C o � o 0 o i
BY TERRACON N0: 25125082 DATED 9/6/12 SHA�L BE WALL AND -PIPES...ASTM A 53, GRADE B � � � i
FOLLOWED FLOOR -STRUCTURAL SHEEfS, HOT ROLLED...ASTM A 510 � I
-COLD FORMED STEEL TUBING...ASTM A 500 GRADE B � Z � N �
-BOLTS, NUTS & WASHERS FOR ANCHOR BOLTS AND SECONDARY CONNECTIONS...ASTM A307
-ALL STEEL SHALL BE HOT-DIPPED GALVANIZED. DRAWN BY: KR
6x6 W2.1 xW2.1 WWF � CHECKED BY: KS
fINiSH GR,4DE B. WELDS...AWS E 70XX DRAWING DATE: 10/26/12 I
a EXCEPTION IS TAKEN TO AISC CODE OF STANDARD PR,4CTICE PARAGRAPH 4.2.1 REGARDING OWNERS AND i
�� d Q Q a a � FABRICATOR'S RESPONSIBILI7Y FOR CONNECTION DESIGN AND DETAILING IS THE CONTRACTORS RESPONSIBILIT(.
- _ _ - - ' a = _ _ = ENGINEER'S REV EW OF SHOP DRAWINGS S FOR GENERAL CONSIDERATIONS ONLY AND DOES NOT CONSTITUTE AN I
I=I I I-I I I=I I I=I(I � ACCEPTANCE OF THESE RESPONSIBIUTIES'BY THE OWNER AND/OR ENGINEER. SITE NUMBER:COU4145
'�� I I I=I I I=I I I=i I I I=I I I=i I I=I I I�I i SITE NAME:SUNBURST MONOPINE i
� i��_�(� � W � I���I I I i�I I I-I I I �� 3.0 STANDARDS FOR ALL CONCREfE WORK C RO W NC A S T�E SITE NA M E i
� ° CRUSHED STONE OR a � 3.1 ALL CONCREfE WORK SHALL CONfORM WITH ACI. 318-99 OR LATEST. DETAIL REINFORCING IN CONFORMANCE CROWN-VAi� I
#3 TIE � 24" O.C. COMPACTED `r WITH ACI. SP66-88 OR LATEST. i
GRANULAR FILL BUSINESS UNIT NUMBER '
#4 CONT., 4 PL a o 3.2 NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL
ENGINEER. LAP SPLICES WHERE PERMITTED SHALL BE A MINIMUM OF 30 BAR DIAMETERS. 81o1os
Q•9
17 O
'I- - - � -------------- - 3.3 PROV�DE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOW ON DRAWINGS. SITE ADDRESS
�I-I I I �� 3" 3" 1309 ELKHORN DRIVE
�i� 3.4 WIRE FABRIC REINFORCEMENT MUST LAP ONE FULL MESH AT SIDE AND END LAPS SHALL BE TIED TOGETHER. VAIL,CO 81657
6" MIN. CRUSHED �'-p" EAGLE COUNTY �
STONE OR COMPACTED 3.5 CURE AFfER FINISHING CONCREfE. KEEP MOIST FOR 7 DAYS AFTER POURING. USA �
GRANULAR fIL�
3.6 COMPACT STRUCTURAL FILL 95% PROCTOR DENSITY PRIOR TO PLACING CONCREfE UNDER SLABS. SHEET TIT�E
i
r o s� a• s• STRUCTURAL DETAILS �
3.7 1/4" CHAMFER ON ALL CORNERS AND EDGES. S� NOTES
2 HAUNCHED SLAB SECTION SCALE: 1/2�� _ ��-O�� 3.8 ALL CONCREfE SHALL BE PORTLAND, TYPE 1 CEMENT WITH A MINIMUM OF 28 DAY STRENGTH OF 3000 PSi., I
scu.E: i/2'�i'-o•
4" SLUMP AND A MINIMUM AIR ENTRAPMENT OF 4%. SHEET NUMBER �
3.9 ALL REINFORCING STEEL SHALL BE GRADE 60. ALL REINFORCIN� MESH SHALL CONFORM TO ASTM A 185. S�1 �
I
i
�
,
i
3'a" CHAMFER — � I
(lYP•)
ua t t �
2'-0" CLEAR ��
PIPE CAP (TYPICAL) I
� I
HORIZONTAL TRANSMISSION C O N� i
SELF SUPPORTING ICE LINE HANGER BRACKEfS * CONCRETE FOOTER TO BE MIN. 36" BELOW A5 �
BRIDGE KIT. CROWN GR,4DE OR 6" BELOW FROST LINE (WHICH EVER INTEeHnr10NA y i
CASTLE CAT #600.004 COAXIAL CABLE SUPPLIED �S GREATER)
PIROD CAT #800577 BY THE CARRIER AND
INSTALLED BY CONTRACTOR N.4IE:. 9830 S. 51 ST STREET
-TYPICA� DESIGN FOR CROWN OWNED ICE
BRIDGE; USE CUSTOMER SPEC. PHOENIX,AZ 85044-5677 �
` 3-1/2"t� GALV. STEEL PIPE �
o COLUMN POST -SECURING ICE BRIDGE TO TOWER '
� FOUNDATION IS ABSOLUTELY PROHIBITED. P�ws PREPnREO ev: i
i� (
-NO ICE BRID�E SHAL� 8E �OWER THAN 7' �
FROM GRADE TO BOTfOM OF ALTHREAD AS
SHOWN.
T/ FINISH GRADE �3sss w. tst nve. '
T SUBGRADE -NO ICE BRIDGES SHALL BE INSTALLED IN Golden. Co 8o4ot I
A WAY THAT WOULD RESTRICT ACCESS TO P:303-325-5608 F:303-325-5629 �
: SUBGRADE ��� 00 ' o �UTURECINS AML AREAS.SITE OR ANY
PROOF ROLLED/ �
COMPACTED MINIMUM 3000 �- Q�PpO RE�js�F '
: PSI CONCREfE ; M .....� !
iii-L=iii—iir- • iu—iii—ui—iii—iii�n=iii_ni=iu- �� �;'NERJA�yj
�i i i�i i i-iTi�,i lmiTi-iTi,�i i-iTi-i i i�i_r .. .. � � ,`OQ Fs'•. �
� � � � �
,�-o" (MIN.) ;� 3461 � i
.
��r ���,
`�'���NA1.����'e
TOWER BASE FOUNDATION DETAIL SCAIE: 1 ICE BRIDGE WITH EMBEDDED POST SCALE: /� ,
. N.T.S. N.T.S. � i
} � � �
m Y Y Y
i
Z
AT&T COAX °
U �
� �
LOWER PORT � z
Z z o
� � U �
a � z
� � � o
SUBGRADE PROOF vvi w z �
ROL�ED/COMPACTED w � o w �
o a c� �
N
���
CLASS 4 GEOTEXTILE MATERIAL Z a .- °' N i
"MIRAFI-500X" (OR EQUAL) — _o 0 0 0 o I
� � �
> I
� Z �- N M
�
Z
CLIMBING � DRAWN BY: KR
2" MIN. OF NEW ASPHAIT CABLING 0
CHECKED BY: KS
o LOWER DRAWING DATE: 10/26/12
, a a A PORT i
a:
- °a
SITE NUMBER:COU4145
�_���_���_�(�_�(�_���_���—��(_)��_�(�_���_��(—�((—��(—���_���—�(�—��
SITE NAME:SUNBURST MONOPINE
=I I I=i I I=I i I—I I I—I I I—I I I—I I I=I I I=I I I=I I I=I I I—I I I=I I I=I I I—I I I=I I I—I I I— CROWNCASTLE SITE NAME !
�—���—���—��� ��� ���—���—���—���—���—���—���—���—���—���—���—���—�� I
NOTE:
-USE OF SWA�ES AND/OR DRAINA�E CROwN-VAIL I
DITCHES FOR PROPES WATER RUNOFF j
AS NEEDED. BUSINESS UNIT NUMBER
-AGGREGATE IS BASED ON STANDARD 81o1os
AASHTO.
SITE ADDRESS ,
-SLOPE NOT TO EXCEED Y" PER FOOT i
TO MAX. GR,4DE OF 6" FROM CENTER OF 1309 ELKHORN DRIVE
COMPOUND TO EACH FENCE LINE. VAIL,CO 81657 ;
EAGLE COUNTY
r USA {
�
Z SHEET TITLE
�
CONSTRUCTION DETAILS �
�
SHEET NUMBER �
GROUND DETAIL SCAIE: 3 MONOPOLE BASE LEVEL AND PORT LAYOUT SCALE: w i
N.T.S. Y CD-1
N.T.S.
�
i'
I
� �
,�,� ?�o �a t&t ;
�
ti' '° �--,/
x{�k x �
� C AO N� i
BOLT DOWNS �/`�S�E I
(1YP.4) INTERNAiIONAL y
X IDENTIFICATION
UFf PINS k *�X x TE�EPHONE oR 9830 S. 51 ST STREET I
�.�,P 2� EIECTRIC ;
PART N U M B E R: ?, PHOENIX,AZ 85044-5677 '
FCA243624FF4xx �-� �s�� PLANS PREPARED BY:
�
;
` 13969 W. 1st Ave. �
�I Golden. Co 80401 i
N P:303-325-5606 F:303-325-5629
NOTE: ALL STUB-UP CONDUITS INSIDE PULL � i
BOXES WILL BE 6" FROM TOP OF BOX AND
HAVE PULL STRING AND CAPS �PpO REG/s jF I
�yoQ,�ER JA�jFs���P�o ;
o I
; 34610 �
,
2a i
PULL BOX DETAIL S°"`E 1 NOT USED SCA�E: �
ssiONA�.�-� � !
N.T.S. N.T.S. �
r � � �
m Y Y Y
TOP 8" SHALL BE STANDARD FILL
PER SITE SURFACE DETAIL �tTRENCH WIDTH AS REQ'D BY Z
0
UNEXCAVATED POWER/TEIEPHONE CO.; OR �
QTY. OF CONDUITS �
�
CUSTOMER STUB-UPS SHOULD x �—III=III—I (I I—I)I—)II= CONTRACTOR TO COORDINATE UTILITY Z z o
INSTALLATION WITH THE TOWN OF VAIL o o� �
BE CAPPED OFF WITH PVC CAP ° -I I I—I(I=I I I- (—I I I—I I I—I PROJECT MANAGER. T.O.V. WILL ADD � �� z
AT GRADE LEVEL/WITH PULL GR,4DE ,I I=I I I=I I I—I _ _ _ I I I—I I I—I I I= ADDITIONAL 4" CONDUIT IN NEW CROWN � �� �
STRING IN EACH z � �_ _ _ _ _ - - = (=I I(—I I I—I I�- CASTLE UTILIIY TRENCH. vvi w z > ,
� - - - - - - " I i I-1 I I-1 I 1=1' o a ° � i
-�I 1=1 I 1=1 I 1= - - - _ — = 1=1 I 1-
� �I i-1 I I-1 I 1=1 I 1=1 I 1=1 I I-1 I I I I 1=1 I�� N �- �- �
- - - M I I ( HTEL WARNING TAPE ��
'=i I I=I I I=I I I=I I I=I I i= '=I I I=I I I=I I I=I I I=I I I= �ca" PVC TELCO CONDUIT -���—��(- �=I (=I I(=I(I=I I=I I I—I I I—I I�.
W m �
i i_i i i_i i i_i i i_i i i—� �i—i i i—i i i—i i i—i i i_� -I I—I�:.,.......:.,.,...... . .. :.... I I 1=1 I 1=1((=1 i� o 0 0 0` o`
— — _=111=111=-.::::..:::°:;;`;..j::<:�:::�i�=. 1=111=111=111=1�. � � � �
� � — — — — ..:. :�......::..:::.:: .- 111-111=111=111=i
PVC SCHEDULE 80 CONDUIT F - I I—I I I—I I I—I I I-.:?;:..:=;<;:�t';";: •;.;,.,.:.:. _ —I I I—I I I—I I I� � z � N M i
\ � —111=111=111=1:;;:>;.:,;�.:..::..:.....:.:.v:.:;; 111=11 =�ll�-
I 'I—III=II I—III=:�<'::?;;;;::':;�:::_;`>.;,,:< I=I I I—I I I—I I I— 4" PVC FIBER CONDUIT �
DRAWN BY: KR
� � I I I=I i I=I I I=I:;,°�";:..,�>::''=';�.'_:-' •..> i I I—I I I—I i I—I� CHECKED BY: KS �
=I((=I((—I I(- DRAW�NG DATE: 10/26/12 �
STANDARD RADIUS ELBOWS � (—I II— �• �' "`-'�'-`�' '�,'�° '' =III=
( - -I I I-'"" �:::' :`°°"'°.`' I I—)(I— 4" PVC POWER CONDUIT
eELOW GRaDE SHALL BE � �� � -I I I—I I I=I I I I I=I I I—I I I I I I=I I I=I I I—I I' SITE NUMBER:COU41as
PVC SCHEDULE 80 CONDUIT � 4" PVC POWER CONDUIT
� --L�— — 1=I I I—I I I I ..I I I=I I I-I I I I I-I I I I I I= SITE NAME:SUNBURST MONOPINE
CROWNCASTLE SITE NAME I
GRAVEL/FINE DIRT FILL COMPACTED, j
OR COMPACTED SAND CROWN-VAIL i
STRAIGHT CONDUITS BELOW �
GRADE SHALL 8E PVC SCHEDULE 40 BUSINESS UNIT NUMBER i
*12" MIN. SEPERATION
VERIFY WITH LOCAL 81o1os
CODES AND UTILITIES �
�k'= AS PER LOCAL CODE NOTES: SITE ADDRESS �
REQUiREMENTS
-NO STONE OR ROCK LARGER 7309 ELKHORN DRIVE �
THAN 1" DIAMETER vAl�,CO s1657 i
EAGLE COUNTY I
-FOR CONCREfE ENCASEMENT; usA
SURROUND THE CONDUITS AT SHEE7 TITLE
LEAST 8" ON ALL SIDES
CONSTRUCTION DETAILS �
,
SHEET NUMBER '
i
CUSTOMER STUB-UP DETAIL S`"`E 3 TYPICAL 4 CONDUIT TRENCH CONCRETE OR FILL SCALE: w
N.T.S. N.T.S. t CD-2
I
i
NOTE: '
OS CAUTION - RFE SIGN v �
(BLACK, YELLOW, WHITE) TO
BE MOUNTED NEAR TOWER LEG ����� �
v\
W/ CUMBING CABLE. '
DO NOT RESTRICT CLIMBING I
ACCESS. j
O9 ASR SIGN TO BE MOUNTED �
AT TOWER BASE DURING � �
coNSTR�cT�oN. PRIVATE RED BACKGROUND �����N
Q CCUSA MARKETING/ ID SIGN 18"x24" ACCESS GATE (IF INSTALLED) W/WHITE LETTERING WHITE BACKGROUND � i
{INCLUDES SITE ADDRESS) SEE DRAWING CD-2 DEfAIL #3 PROPERTY W/BLACK LEffERING INTERNATIONALy I
CCUSA MARKEfING SIGN: 14"x20" (BMI i
SITES) FCC REGISTRATION N� WHITE BACKGROUND
SIGN � TRESPASSING W/RED LEffERING 5" WIDE X 10" HIGH 10" WIDE X 10" HIGH 9830 S. 51ST STREET i
� VIOLATORS OO ANCHOR POINT PHOENIX,AZ 85044-5677
WILL BE RED BACKGROUND SIGNS pUNS PREPAF2ED BY: i
ACCESS W/WHITE LEfTERING
GATE ROAD PROSECUTED 'I
�1 NO—TRESSPASSING NOTICE GREEN BACKGROUND i
��DE X 24" HIGH W/WHITE LE7TERING i
13969 W. 1st Ave. j
SELF SUPPORT O Goiden,co eo,o, i
SCHEMATIC SIGNAGE PLAN MONOPOLE OR MARKETING ID SIGN P:303-325-5608 F:303-325-5629
NO SCALE GUY TOWER SITE— (IF ACCESS .ROAD GATE INSTALLED) WHITE BACKGROUND ��
WARNING yy�yyHITEKLE7TERING RA➢10 FREQUENCY ENVIOR�ENt AREA W�B�CK LEffERING p0 RE��s ' �
��P,o....., lF
RAZOR WIRE WARNING SIGN THIS SITE IS ���OQ��R�AMF�'J;•, j
(IF APPLICABLE) POSTED 8C '� !
PROTECTED WHITE BACKGROUND �7 NOTICE—RFE SIGN ;� 3461 ~; �
BY W/BLACK LETTERING .
12" WIDE X 18" HIGH � �� �
CHAIN LINK PENCE �A RAZOR WIRE • • �
•'�i#BNO�`,�g � _ I
CAUTION YELLOW BACKGROUND F����Nf1I.�„`��� j
2 RAZOR—WIRE SIGN W/BLACK LEfiERIN�
TOWER SITE COMPOUND SIGN PLACEMENT SCALE: � �
N.T.S.
18" WIDE X 24" HIGH � � � �
m Y Y Y �
FCC TOwER REGISTRATION NO LT. GR,4Y W/BLACK WHITE BACKGROUND z
�234567 LEl?ERING RA[)10 FREQUENCY EtryIOR�EKf AR W�B�CK LEffERING �
�3 FCC REGISTRATION SIGN AND YELLOW SYMBOL ? i
24" WIDE X 18" HIGH v�i z I
o �
� �U N
6" �'-6" 6� 16'-0"(GATE)-SIZE MAY VARY �_
2'-0" s'-o" 8�_0• 08 CAUTION—RFE a � o I
GATE FRAME GATES GATE FRAME SITE ID# 000000 �E X 18" HIGH w �o w !
VERIFIED 911 STREET ADDRESS ° °- �' � i
CIT(, STATE AND ZIP CODE ASR
raz�i rxeW,uN c�u WHITE W/BIACK ��� I
�_�„!{,�_,��� 1234567
roe z4 r�aR dkaccNcr sm�cc c�u LEfTERINC� Z Q � °' N :
�-sao-�ee-�o��
2U O � Q 0 MARKETINGf ID SIGN 0 ASR SIGN � ° ��� �
10" WIDE X 4" HIGH w p � N �
24" WIDE X 18" HIGH � z ,
OTE: DRAWN BY: KR
RED BACKGROUND
O WARNING yy�yyHITE LETTERING �-L SIGNS TO BE INSTALIED ACCORDING CHECKEDBY: KS �
J7 •pUfHORiZED PERSONNEL ON�Y TO DWG SITE SIGNAGE ADJACENT TO DRAWING DATE: 10/26/12 ;
•FURD HA75 REQUIRED WHITE BACKGROUND GATES �
•'�ATCN FOR FAWt�G�,IA1fRV1 (LEFT OR RIGHT SIDE OF GATE IS
.�ynTCN Foe mirriNc wvavos W/BLACK LEtTERMG ACCEPTABIE, BUT MUST BE MOUNTED ON
•�'ATCH FOR UN�N SURFACES SITE NUMBER:COU4145
•IN THE EYEt(f OF A T-STOR�1,YAGTE GATE SIDE OF COMPOUND, SO AS TO BE SI7E NAME:SUNBURST MONOPINE �
co1,lPOUNo. READABLE WITH GATES OPEN OR CROWNCASTLE SITE NAME '
� CAUTION—HARD HAT aosEO). i
GROUND LINE STYMIELOCK/GATE CONSTRUCTION CROWN-VAIL
CONC. FTG. TRUSS RODS KEEPER BRACKET
io" DIA. x 3s" �6,�oEA�PJ6�°Ti��PING HAZARDS BUSWESSUNITNUMBER i
�`�� ��P� s7olos (
i
GATE HOLD BACK SITE ADDRESS ;
17�-0" TO 17�-8 15�16" 1309 ELKHORN DRIVE I
VAIL,CO 81657
�NP•) EAGLE COUNTY
USA �
SHEET TITLE I
CROWNCASTLE �
SIGNAGE DETAILS �
,
SHEET NUMBER �
SCALE: SCALE:
SITE SIGNAGE SECTION"A-A" 2 TYPICAL SIGNAGE AND SPECIFICATIONS 3 CD—:3 i
N.T.S. N.T.S.
!
�a t&t
�
ELECTRICAL NOTES MATERIALS,ELECTRICAL WIRING AND RACEWAYS SCOPE OF WORK
A. ALL CIRCUIT BREAKERS, FUSES, CONDUCTORS AND ELECTRICAL EQUIPMENT 1) THE CONTRACTOR SHALL PROVIDE ALL ELECTRICAL WIRING AND EQUIPMENT
I. THESE DRAWINGS ARE DIAGRAMMATIC ONLY AND ARE TO BE FOLLOWED SHALL HAVE AN INTERRUPTING SHORT CIRCUIT TO WHICH THEY MAY BE SUBJECTED UNLESS OTHERWISE �NDICATED. MAIN COMPONENTS ARE AS FOLLOWS: C O N F
AS CLOSELY AS POSSIBLE. AND A MINIMUM OF 10,000 AIC RATING UNLESS SPECIFIED OTHERWISE, OR AS PER �AS�E
LOCAL CODES. 2) ONE SET OF COMPLETED ELECTRICAL "AS INSTALLED" OR "AS—BUILT" DRAWINGS INTERNATIONAL y
II. THE NEUTRAL IS TO BE GROUNDED AT THE METER MAIN ONLY. AT THE COMPLETION OF THE JOB SHOWING ACTUAL DIMENSIONS, ROUTING AND
B. PLASTIC PLATES FOR ALL SWITCHES, RECEPTACLES, TELEPHONE AND BLANKED CIRCUITS SHALL BE PROVIDED TO THE PROJECT COORDINATOR. ALL BROCHURES,
III. THE TEMPERATURE RATING ASSOCIATED WITH THE AMPACITY OF A CONDUCTOR OUTLEfS SHALL HAVE ENGRAVED LETTERING WHERE INDICATED ON THE DRAWINGS OPERATING MANUALS, CATALOGS SHOP DRAWINGS, ETC. SHALL BE TURNED OVER 9830 S. 51 ST STREET
SHALL BE SO SELECTED AND COORDINATED AS TO NOT EXCEED THE LOWEST WEATHERPROOF RECEPTACLES SHALL HAVE "WPD" 8—INCH LIFT COVER PLATES. TO THE PROJECT COORDINATOR AT JOB COMPLETION.
TEMPERATURE RATING OF ANY CONNECTED TERMINATION, CONDUCTOR, OR DEVICE; PHOENIX,AZ 85044-5677
REFER TO TABLE 'A", AND THE N.E.C. ARTICLE 310. C. MEfER SOCKEf AMPERAGE, VOLTAGE AND NUMBER OF PHASES SHALL BE AS
NOTED ON THE DRAWINGS AND MANUFACTURED BY SQUARE "D" COMPANY OR 3) PATCH, REPAIR AND PAINT ANY AREA THAT HAS BEEN DAMAGED IN THE COURSE p�qNS PREPARED BY:
IV. ALL ENCLOSURES CONTAINING THE SERVICE CONDUCTORS, SERVICE APPROVED EQUAL. OF ELECTRICAL WORK.
RACEWAY, CABLE ARMOR, BOXES, FITTINGS, AND CABINETS MUST BE EFFECTIVELY D. INSTALLATION OF RIGID MEfAL CONDUIT (RMC) SHALL COMPLY WITH APPLICABLE 4� UPON COMPLETION OF WORK, CONDUIT CONTINUITY, SHORT CIRCUIT, AND /�C
BONDED TOGETHER. PROVISION OF NATIONAI EIECTRICAL CODE (N.E.C.) ARTICIES 300 & 346 AND GROUNDING FALL POTENTIAL TEST WILL BE MADE FOR APPROVAL AND SUBMIT VJ
V. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY LABELED WITH SHALL BE "UL" APPROVED. TEST REPORTS TO THE PROJECT COORDINATOR. i3ess w. ist nve.
ENGRAVED PLASTIC LABELS FOR EACH PANELBOARD, PULL BOX, J—BOX, SWITCH BOX, E. INSTALLATION OF ELECTRICAL METALLIC TUBING EMT SHALL COMPLY WITH Golden, Co 80401
� � 5) CONTRACTOR SHALL CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK P:303-325-5606 F:303-325-5629
ETC. IN COMPLIANCE WITH OCCUPAT�ONAL SAFETY AND HEALTH ACT (OSHA). APPLICABLE PROViSION OF N.E.C. ARTICLES 300 & 348 AND SHALL BE "UL" AND LEAVE IN A COMPLETE AND UNDAMAGED CONDITIONS.
APPROVED.
6) THE COMPLETED JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR O R �%
F. INSTALLATION OF INTERMEDIATE METAL CONDUIT (IMC) SHALL COMPLY WITH ��� ... �/i
TERMINATION RATING CONDUCTOR INSULATION RATING APPLICABLE PROVISION OF N.E.C. ARTICLES 300 & 348 AND SHALL BE "UL" AFTER THE DATE OF SITE ACCEPTANCE BY THE PROJECT COORDINATOR. ANY � N D. P�'• '
APPROVED. WORK MATERIAL OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD , � � �
SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION, AND AT THE p • cP���� �
60 DEGREES C 75 DEGREES C 90 DEGREES C G. PVC CONDUIT SHALL BE SCHEDULE 40 HIGH IMPACT POLYVINYL CHLORIDE AND EXPENSE OF THE CONTRACTOR. _ � �p -
SHALL BE USED WITH UNTHREADED SOLVENT CEMENT PVC CONDUIT FITTINGS. �� 11502 '
COUPLINGS SHALL HAVE A CENTER STOP TO TYPE ENSURE PROPER SEATING. 7� THE ELECTRICAL CONTRACTOR SHALL VERIFY THE ELECTRICAL EQUIPMENT � : :�/ '
OK OK CONDUIT SHALL BE MANUFACTURER BY CARLON OR ACCEPTABLE EQUAL SHALL pROVIDED BY ELECTRICAL SUPPLIERS. �T•• �O�2E/"�'`��� �
60 DEGREES C OK AT 60 DEGREES AT 60 DEGREES BE IN COMPLIANCE WITH N.E.C. ARTICLE 300 & 347 AND SHALL BE "UL" APPROVED � F '•.� .• \ �
C AMPACITY C AMPAC�TY 1. ALL PVC ee�ow GRADE SHALL BE SCHEDULE 40 HIGH IMPACT ���i, �S ������ �� ���
OK POLYVINYL CHLORIDE N�STALLATION,��CONSTRUCTRON��TOOLS, RANSPO TATRON��ETC�F R�A�C MPLETE�� �//��� ��NA L � ������
75 DEGREES C NO OK AT 75 DEGREES �• ALL PVC ABOVE GRADE SHALL BE SCHEDULE 80 HIGH IMPACT �����IIIIIIIII\VA���
POLYVINYL CHLORIDE AND PROPERLY OPERATING SYSTEM ENERGIZED THROUGHOUT AS INDICATED ON
C AMPACITY DRAWINGS, AS SPECIFIED HEREIN AND/OR AS OTHERWISE REQUIRED.
OK OK H. ALL WIRING MUST BE INSTALLED IN CONDUIT UNLESS OTHERWISE NOTED OR r� ��
60/75 DEGREES C OK 60 OR 75 DEGREES 60 OR 75 DEGREES APPROVED BY THE ENGINEER, NEC, AND LOCAL CODES. g) CONTRACTOR IS TO COORDINATE WITH UTILIN COMPANY FOR CONNECTION OF
C AMPACITY C AMPACITY I. ALL WIRING SHALL BE COPPER NPE AND IN ACCORDANCE WITH THE TEMPORARY AND PERMANENT POWER TO THE SITE. THE TEMPORARY POWER Z
OK N.E.C. OR AS INDICATED ON DRAWINGS. AND ALL HOOKUP COSTS TO BE PAID BY CONTRACTOR. o
90 DEGREES C NO NO ONLY IF EQUIPMENT c~i o
HAS 90' C RATING J. ALL ELECTRICAL EQUIPMENT SHALL BE NEW, SQUARE D (or APPROVED EQUAL) 10) CONTRACTOR SHALL OBTAIN ALL NECESSARY BUILDING AND / OR ELECTRIC PERMITS � �
RATED NEMA 3R AND POWDER COAT PAINTED, WITH THE SIZE AS SPECIFIED AND INSPECTIONS AND APPROVALS, AND PAY ALL REQUIRED FEES PURSUANT TO THE WORK. N Z �
IN ACCORDANCE WITH THE N.E.C. UNLESS OTHERWISE NOTED ON THE DRAWINGS. o �� �
ALL RACEWAYS SHALL BE NEW, SQUARE D (or APPROVED EQUAL) RATED NEMA 3R, 1 1) ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST VERSION OF � �� z
AND POWDER COAT OR ELECTRO—MAG PAINTED. � � �
THE NATIONAL ELECTRICAL CODE (N.E.C.) AND ALL APPLICABLE NATIONAL, STATE � �� �
AND LOCAL CODES. ALL COMPONENTS SHALL BE "UL" APPROVED. c�n W z
K. JUNCTION BOXES OR PULL BOXES SHALL MEEf NATIONAL ELECTRICAL CODE i ,,, �p �
STANDARDS AND AS APPROVED FOR INSTALLATION OF R,4CEWAYS AND WIRING. � d� �
12) CONTRACTOR SHALL BEFORE SUBMITTING THEIR BID, VISIT THE PROJECT SITE N N N
L. THE RACEWAY AND WIRING INSTALLATiON SHALL BE GROUNDEO PERMANENTLY AND BECOME FAMILIAR WITH THE CONDITIONS. NO ALLOWANCE WILL BE MADE FOR w � �
AND EFFECTIVELY �N ACCORDANCE WITH N.E.C. ARTICLE 250. EXISTING CONDITIONS OR FAILURE OF THE CONTRACTOR TO OBSERVE THEM. z o O1\N
o �
M. THE CONTRACTOR SHALL BE AWARE THAT ALL STATE AND LOCAL CODES SHALL �n rn o 0
APPLY TO THIS INSTALLATION AND MUST 8E ADHERED T0. 13� EXACT LOCATION OF ALL EQU�PMENT SHALL BE COORDINATED WITH THE >
CCUSA AND OTHER TRADES. � ° �N M
N. ALL EXTERIOR ELECTRICAL EQUIPMENT SHALL BE S4uaRe"�"(OR aPPROVe�
EQUAL)GRAY POWDER COAT PAINTED NEMA 3R AND SHALL BE COATED LIGHTLY WITH 14) CONTRACTOR SHALL PROVIDE ALL VERIFICATION OBSERVATION TESTS AND DRAWN BY: MF
A CLEAR COAT LACQUER SPR,4Y; EXCEPT STAINLESS STEEL EQUIPMENT. EXAMINE ALL WORK PRIOR TO ORDERING THE ELECTRICAL EQUIPMENT AND THE CHECKED BY: MF
ACTUAL CONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL DRAWING DATE: 9/19/12
0. AREAS OF APPLICATION FOR PULL BOX(FCA243624FF4xx) WOULD IN LOCATION FINDINGS TO THE PROJECT COORDINATOR LISTING ALL MALFUNCTIONS, FAULTY
SUCH AS EQUIPMENT AND DISCREPANCIES.
DRIVE WAYS, PARKING LOTS, AND INSIDE OF OR OUTSIDE OF COMPOUND. SITE NUMBER:Coua1a5
15) ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN SAFE CONDITION WHEN SITE NAME:SUNBURST MONOPINE
INSTALLED AND SHALL BE OF THE BEST GRADE AND OF THE SAME MANUFACTURER CROWNCASTLESITENAME
THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT (SEE NOTE 14 FOR CROWN-VAIL
EXCEPTIONS). MATERIALS SHALL MEET WITH APPROVAL OF THE DIVISION OF
INDUSTRIAL SAFEfY AND ALL GOVERNING BODIES HAVING JURISDICTION. BusiNESS uNIT NuMBER
MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS
ESTABLISHED BY ANSI, NEMA, NBFU AND "UL" LISTED. a�o�os
16) ALL ELECTRICAL EQUIPMENT IS SPECIFIE� AS S4UARE"D" BRAND, SUBSTITUTION SITE ADDRESS
SHALL ONLY BE MADE WITH THE APPROVAL OF CCUSA. THE CONTRACTOR SHALL 1309 ELKHORN DRIVE
SUBM�T DEfAILS OF PROPOSED MATERIALS, REASON FOR CHANGE AND CHANGE IN VAIL,C081657
CONTRACT AMOUNT. eAC�e couNrv
USA
SHEET TITLE
ELETRICAL NOTES
PG30aa4 aW�OWa£�U3�W�EC��w��' SHEETNUMBER
6909 South Holly Clrcte, Sulte 304
Eriglewood, Colorado 80112
Ph� C303) 773-8773 Fax� (303) 779-8333 C��
`
� v
100KVA POLE MOUNT TRANSFORMER �a t&t
SHORT CIRCUIT CALCULATIONS ,zo/z4ov. ,m, sw ��
Isc�= 29,765A
POINT TO POINT METHOD FOR SHORT CIRCUIT CALCULATIONS ILLUSTRATED IN 2 RUNS
BUSSMAN MANUFACTURING PUBLICATION F�RM SPD90. 3/J350 CU, 4"C
SERVICE� 120/240 V„ 1-PHASE, 3W
AVAILABLE SHORT CIRCUIT CURRENT FROM UTILITY = Iscy= 9,703A ��'PROX. 380') W
600A METERBANK ��A�1 L E F
If�= 1024x�1000 = 416.7A 120/240( 1ph, 3W� M 20� _ INTERNAiIONAL y
NEMA 3R)
M = 100 = 71.43
i.—a � IVI '� 9830 S. 51 ST STREET
I S� = 416,7 x 71,43 = 29,765A 10 METER PER �
LOCAL UTILITY PHOENIX,AZ 85044-5677
FIND FACTOR f = 2.0 x (length In feet) x (short ctrcuit current) REQU�REMENTS �A ��
(constant froM Table C) x <Une-to-Une voltage) (NEMA 3R) IVI
PLANS PREPARED BY:
f = 2.0 x 280 x 29,765 = 2.07
2 x 22J37 x 240 p p ��
IVI
FIND FACTOR M = 1
1 + f M = 0,326
SHORT CIRCUIT CURRENT AT NEW 600A METERBANK = M x AVAILABLE S.C. CURRENT 13969 W. 1st Ave.
I = 9,703 A. 3 #3�0, 1 #4G, 2"C P:303�325 5606�F:303-325-5629
f = 2.0 x 50 x 9,703 = 029 #2�0 AWG $OLID BTCW Isc 7,568A
13,923 x 240 TO GROUND RODS 3-
(GROUNDING IN ACCORO. Q R
��� ... ��/i
FIND FACTOR M = 1 WITH N.E.C. 250) NEW 200A NEMA 3R — ,
1 + f M = OJ8 FUSED DISCONNECT .�p1 D. P�' 'j
REGROUND PER N.E.C. � . �
SHORT CIRCUIT CURRENT AT NEW 200A SHELTER DISC. = ART�CLE 250 O ' ��.��
I = 7,568 A. �
MASTER GROUND - • ��
BAR �: 11502 :�
3 #3/0, 1 #4G. 2"C 70 /� -
•� /26/ � \G�
• •
200A/2P MANUAL G RODND G ROD D � �O��s•1 0••••••1•�\\��
TRANSFER SWITCH� � �, ��O �� ��
(NEMA 3R) o ��j� NA L �
200A, 10, 3W, -�0 .. 535.3 MLM (DC) 1 � � ��///���������\VA����
-• POS., 1 NEG. 1 �
W/GND APPLEfON � GRND o
PAN E L � GEN PLUG �, r � � �
120/240 VOLTS, � PHASE, 3 WIRES, SN, 2�� AMP BUS, 2�� AMP MAIN, �e � � m � U� v�
10,000 A.I.C.RATING(MINIMUM), NEMA 1 ENCLOSURE, SURFACE MOUNTED BATfERIES o
o z
MFG RE:i-LINE
rn �
DESCRIPTION WIRE BKR POLE ICKT VA � VA CKT POLE I BKR WIRE DESCRIPTION 3 #3/0, t #4G, 2"C (6) #1/0 DC � o
#s so 2 i n i000 2 2 so #�o `� J
NSS RECTIFIER #1 PANEL 'LA' SQ D (2) �J4/0 DC ' �� z
3 8 1000 4 QO LOAD CENTER z � � �
#6 60 2 5 3340 A 1000 6 2 � 3� #�� o 0 0 � � �' z
HVAC #1 � RECTIFIER #2 2 #6, #10G, 1"C ,� a o
7 3340 B 1000 8 � --� -{ � � �
HVAC #2 #6 60 2 � 9 3340 A 1000 �� 2 � 30 #�� RECTIFIER #3 � 200A/2P � � � � �
M
11 3340 B 1000 12 _, _ _ 60A/2P 30A/2P
W � 'J w
POWER FAIL #�2 15 2 13 10 A 1000 14 2 30 #�� RECTIFIER #4 �S � � o a �� �
15 10 B 1000 �6 60A 2P 30A 2P �� `�' `� `�
I � � POWER PLANT
INERTIOR RECEPTACLE #�2 20 1 17 1080 A 18 HVAC 1 � � 2000A � '� ���
WTERIOR LIGHTS #�p 15 1 19 435 8 2p RECTIFIER #5 (OPT) 60A�2P 30A 2P z o - ,
��I RECTIFIERS O �� N
�
EXTERIOR LIGHTS #12 15 1 21 300 A 22 HVAC 2 1 2 3 4
RECTIFIER #6 (OPT) 15A/2P 30A/2P > s
EXTERIOR RECEPTACLE #12 20 1 � 23 180 8 24 � � �2x�2Xq^ SPR SPR SPR SPR � o _ �� ,�
PWR FAIL
2� 8 28 RECTIFIER #7 (OPT) 20A/1P 'J' 80X
DRAWN BY: MF
29 A 30 �NT RECEPT �O/'P � CHECKED BY: MF
RECTIFIER #8 (OPT)
.-. DRAWING DATE: 9/19/12
31 8 32 INT LIGHTS 4#10, 1#10G, 1"C
33 A 34 15A/1P
35 8 36 - RECTIFIER #9 (OPT) EXT LIGHTS
37 A 38 20A/iP
SITE NUMBER:COU4145
I 39 B 40 RECTIFIER #10 (OPT) EXT RECEPT ^ SITE NAME:SUNBURST MONOPINE
I 41 A 42
I CROWNCASTLE SITE NAME
NOTES: , CROWN-VAIL
#4 COPPER T0 �
1. PANEL SUPPLIED W/SHELTER. PANEL SHOWN IS FOR REFERENCE ONLY. GROUND ROD DO NOT — BUSINESS UNIT NUMBER
BOND TO NEUTRAL
2. NSS INSTALLATION PER ELECTRICAL CONTRACTOR 810106
Ptinse n = �5.375 VOLTAMPS PHase e = a.000 VOLTAMPS 1•SERVICE POWER TO EQUIPMENT SHALL BE 120/240VAC, 200A, SINGLE PHASE. SITE ADDRESS
PANEL LOAD CALCULATIONS 2.CONTRACTOR SHALL COORDINATE WiTH UTILIIY COMPANY BEFORE THE START OF CONSTRUCTION. POWER AND TE�EPHONE 1309 ELKHORN DRIVE
LIGHTING �35 VOLTAMPS X 1.25= 9�8�$ VOLTAMPS CONDUR SHALL BE PROVIDED AND INSTALLED PER UT�LITY REQUIREMENTS AND UTILITY NOTES ON DRAWING. VAIL,CO 81657
RECEPTACLES ��Z60 VOLTAMPS X 1.00= 1,260 VOLTAMPS EAGLE COUNTY
MECHANICAL 73,3so VOLTAMPS X 1.00= 13,360 VOLTAMPS 3.ALL SERVICE EQUIPMENT AND INSTALLPSIONS SHALL COMPLY WITH THE N.E.C. ANO UTILITY COMPANY AND LOCAL CODE
25%LARGESTMOTOR - ��6�� VOLTAMPS REQUIREMENTS. USA
SPECIAL $��Z� VOLTAMPS X 1.00= 8,020 VOLTAMPS SHEET TITLE
25,228.8 TOTAL DEMAND VA 4.BALANCE LOADS AFTER EQUIPMENT IS INSTALLED.
iz�.s AMPS.I�,3W,208V PG30a£34 aW�OCnI£�£�G3�W�o OWG
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
ONE-LINE DIAGRAM AND PANEL SCHEDULES SCALE: ,�
NTS E-2
j
�
I
� I
�/C�t8(t '
�
,
(E) 100KVA POLE MOUNT �
TRANSFORMER 120/240V, 70, 3W �
Isc�= 29,765A � li
3�3/0 CU �����E �
SHORT CIRCUIT CALCULATIONS 10 MEfER PER Iscy= 13,216A �APPROX. 70') INTERNATIONAL y I
LOCAL UTILITY —\
POINT TO POINT METHOD FOR SHORT CIRCUIT CALCULATIONS ILLUSTRATED IN '
BUSSMAN MANUFACTURING PUBLICATION FORM SPD90. (NEMA 3R) 9830 S. 51 ST STREET I
I
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
I = 100 x 1000 = 416,7A METER + DISCONNEC7 #4 COPPER TO GROUND ROD PUNS PREPARED BY:
f��• 24� 200A/2P SERVICE BOND TO NEUTRAL �
DISCONNECT
M = 100 = 7L43 SWITCH W/ 200A FUSES I
1.4 (NEMA 3R) i
I S.C. - 416.7 x 71.43 = 29,765A = i
FIND FACTOR f = 2.0 x Ctength In feet) x Cshart clrcult current> 3 �350 mcm, t �/4G - OH 73989 W. 1st Ave. i
Cconstant froM Table C) x (llne-to-line voltage> (APPROX. 315') 3" SCH 40 coiaen, co 804ot
PVC CONDUR OVER GROUND, P:303-325-5606 F:303-325-5629
f = 2,0 x 70 x 29,765 = 1.25 INCASED IN 2x4's FOR
13,923 x 240 PROTECTION. i'
FIND FACTOR M = 1 Isc3= 4,784A � R //
l + f M = 0.444
\ •����- j
SHORT CIRCUIT CURRENT AT NEW 200A METER = M x AVAILABLE S.C. CURRENT NEW 200A NEMA 3R .��N�' p • % I
I = 13,216 A, FUSED DISCONNECT • N�� j
REGROUND PER N.E.C. . �
ARTICLE 250 MASTER GROUND � i� i
�
f = 2,0 x 315 x 13,216 = 1.76 �R �; 11502 :�
i9,�oa X �ao 3 �3/0. � ��. 2"� O.�•• 1 1�g�12,:� I
FIND FACT�R M = 1 GROUND GROUND i �n• •• � � ;
200A/2P MANUAL ROD ROD � ��/ �V ��'••••�� �\ \� �
1 + f M = 0.362 TRANSFER SWITCH / s � �
SH�RT CIRCUIT ICUR4,7B4 AA. NEW 200A METER = M x AVAILABLE S.C. CURRENT (NEMA 3R) 535.3 MLM (DC) 1 N rn //���/����ONAL j1�����\��\\ i
200A, 10, 3W, OO POS., 1 NEG. 1 � ^
W/GND APPLEfON 0 GRND ��
GEN PLUG i°n r � m m I
� ro m � cn �n
�
co
BATfERIES o j
rn o '
3 �3/0, 1 �4G, 2"C (6) (J1/0 DC � o �
� �
c�
PANEL 'lA' SQ D (2) �4/O DC � z � I
QO LOA� CENTER Q a Q p o � � I
2 �6, �f 10G, 1"C u�i o o ~ v � z i
a � o
( 200A/2P � v � � � i
� ✓�
60A/2P 30A/2P w � o w !
r. r. o n. c� �
TVSS DC '
60�P 30A/2P POWER PLANT N � N i
HVAC 1 � 2000A � � ���
60A/2P 30A/2P RECTIFIERS p p � � N
� i� �� �
REFER TO SHEET E-2 FOR PANEL 'LA' SCHEDULE
N�TE HVAC 2 15A/2P 30A/2P SPR SPR SPR SPR � o � o o I
�-. �-. 12x12x4" � z � c� r�
PWR FAIL 'J' BOX
20A�P
INT RECEPT DR,4WN BY: MF
15A/iP CHECKED BY: MF
� 4#10, 1�tOG, 1"C DRAWING DATE: 17/14/12
INT LIGHTS
15A�P �I
EXT LIGHTS
20A�p SITE NUMBER:COU4145 �
EXT RECEPT SITE NAME:SUNBURST MONOPINE �
CROWNCASTLE SITE NAME !
CROWN•VAIL
#4 COPPER TO �'
GROUND ROD DO NOT — BUSINESS UNIT NUMBER i
BOND TO NEUTRAL
i
810106
1•SERVICE POWER TO EQUIPMENT SHALL BE 720/240VAC, 200A, SINGLE PHASE. SITE ADDRESS I
i
2.CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY BEFORE 7HE START OF CONSTRUCTION. POWER AND TELEPHONE 1309 ELKHORN DRIVE
CONDUIT SHALL BE PROVIDED AND INSTALLED PER UTILIIY REQUIREMENTS AND UTILfTY NOTES ON DRAWING. VAIL,CO 81657
EAGLE COUNTY
3.ALL SERV�CE EQUIPMENT AND INSTALLATIONS SHALL COMPLY WITH THE N.E.C. AND UTILITY COMPANY AND LOCAL CODE USA I
REQUIREMENTS. '
4.BALANCE LOADS AFfER EQUIPMENT IS INSTALLED. SHEET TITLE
PRIEST ENGINEERING INC TEMPORARY SERVICE i
5.TELCO BOX TO BE A NEMA 3R ENCLOSURE (FURNISHED AND INSTALLED BY CONTRACTOR) W/ INTERNAL 5/8" THICK MCCN.�NICAL CN6INECRS . c��c�wxc.� :
PLYWOOD BACKBOARD. COORDINATE WITH LOCAL UTILITY PRIOR TO INSTALLATION. CONTRACTOR SHALL FURNISH AND INSTALL. 6909 Sou�Ch HoUy CIrUe, Sulte 304 ELECTRICAL ONE-LINE �
Englewood, Colorado 80112
Ph� (303> 773-8773 Fow C303> 779-6333 ��
SHEET NUMBER '
TEMPORARY ELECTR/CAL SERVICE ONE-LINE DIAGRAM SCALE: ,� !,,
NTS E_2q �
i
i
�
� i
�C�tBCt ;
�
�
�
CCA�TL E� �
�
INTERNATIONAIy �
I
NEW CROWNCASTLE 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) � putas aeEPUtEn ev: '�
�
I
13989 W. 1at Ave. '
Golden,Co 80407 i
P:303-325-5606 F:303-325-5829 ,
�
\\ O ••• /// Il;i
� N D. P�'• � ,
� • � I
. �
• U,. I
• �:� i
—°: 11502 :� I
�T'•�1 1�g�12�;� \ ,
NEW CROWNCASTLE �i •••••' `\ �� I
� F •. .• � �
NEW AT&T MONOPOLE "B" � ///��//�s�ONAL �\�����\\\
PANEL 'LA' - ���////lll l l i lll\\\\�\� i
COAX PORT NEW AT&T NSS �
i
TELCO
BACKBOARD � NEW PERMANENT ELEC r� � m m ,
2" PVC CONDUIT � & TELCO RUNS
FOR TELCO ; (2) NEW 4" PVC CONDUITS U/G z i!
B � TELCO RUN TO TEMPORARY o
� � ADMINISTRATION BUILDING � z
j Fo E'C PEDESTAL Fo—FO� � ° j
I� -�F�UE Q � -�PO�� t1E- � Z � I
� 6 NEW AT&T GENERATORFO uE ��UIITj�jrUl ��Fa —uE-- p o ° u��i i
NEW AT&T MANUAL TRANSFER A � RECEPTACt����.Ujnjl�l �, ° _�F° ��"'� � � � z i
SWITCH Fp����IQ� F0�-�o UE��.uE � � � oU I
� �J� lI� � � � �
NEW AT&T 200A � IpJIUI rO f o ��uE— w � o w i
DISCONNECT � ��O � � ° °� � � ,
� jQIrU �E (2) NEW 4" PVC CONDUITS TY LI N N N �, i
NEW CROWNCASTLE MONOPOLE "A° �jr/jI01I�r�j � WITH 3#350 MCM CU P R 0 P E R � � � j
W �
� NEW AT&T � 2" PVC CONDUIT W/ (APPROX 380') o o �'�N i
TELCO DEMARC � 3#3/0 CU+1#4CU GN0. � �' ° � ,
• ; NEW AT&T MEfER & SERVICE � Z .- �v �
DISCONNECT IN 600A I
��F-'� NEMA 3R MEfERBANK �R,4VUN BY: MF �
��E-f[ DRAWINGDATEMI�/14/12 i
�E
�E�E __��—HIGHWAY BERM �`_ �',
�F
��
-�F
E SITE NUMBER:COU4145 !
��E�� � SITENAME:SUNBURSTMONOPINE
�E CROWNCASTLE SITE NAME I
3 #350 mcm, t #4G - OH i
(APPROX. 315') 3" SCH 40 PVC ° CROwN-VAIL i
CONDUIT OVER GROUND, INCASED �,
IN 2x4's FOR PROTEC .
BUSINESS UNIT NUMBER
810106 '
i
SITE ADDRESS �'
1309 ELKHORN DRIVE
VAIL,CO 81657
EAGLE COUNTY
USA i
SHEET TITLE
i
PRIEST ENGINEERING��TINC '
6909 sauth Ho«„"Clrcle, su�te 304 ELETRICAL SITE PLAN
Englewood, Colorado 80112 .
Ph� (303) 773-6773 Fox� C303) 779-8333 �
PO WER/TEL CO SI TE PLAN 1 SHEET N�MBER '
SCALE:
„4„_,,_a„ E-3
i
�
i
�
GROUNDING NOTES: � I
1. CONTRACTOR SHALL INSTALL THE MINIMUM NUMBER OF GROUND TO GROUND BAR AT TO GROUND BAR AT GROUND BAR AT ��L�l I
RODS AS INDICATED ON DRAWING. GROUND RODS SHALL BE 5 8"X10 FOOT BOTfOM OF MONOPOLE. BOTTOM OF MONOPOLE. � T
� ANTENNA ELEVATION. � �„
COPPER GLAD GROUND RODS AND SHALL BE SPACED 15 FOOT APART. i
SEE GROUNDING PLAN FOR APPROXIMATE LOCATIONS;
CONTRACTOR SHALL PLAN FOR INSTALLING ADDITIONAL GROUNDING AS
REQUIRED TO ACHIEVE 5-OHMS OR LESS TO GROUND. ■ EXOTHERMIC WELD j
� CONNECTION (CAD WELD) � �
2. ALL BURIED GROUND WIRES INTERCONNECTING GROUND RODS, � MECHANICAL CONNECTION (LUG ��A��E !
TOWER STEEL, SHELTER, AND EQUIPMENT_EXTERNAL GROUND RINGS CRIMP oR C CLAMP) INTERNATIONAL y I
(EGR) SHALL BE 2/0 AWG BARE TINNED CU STRANDED WIRE. O INSPECTION WELL
B RE: 3/E-7 I
- ALL FENCE POST LEADS, ICE BRIDGE LEADS AND UTILIIY RACK LEADS NEW AT&T ANTENNA 9830 S. 51ST STREET ;
SHALL BE ROUTED AS TO NOT INTERFERE WITH FUTURE CUSTOMER � � RODPER C(AD GROUND i
GROUNDING BAR NEW CROWN CASTLE PHOENIX,AZ 85044-5677
EQUIPMENT PADS, SHELTERS, OR ICE BRIDGES. (1YPICAL EACH SECTOR) COPPER CoNDUCTOR i
NEW CROWN MONOPOLE "A"
PUNS PREPARED BY: i
L GROUNDING WIRE AND LEADS SHALL FLOW (IN A SMOOTH CASTLE MONOPOLE O� TINNED COPPER ;
CLOCKWISE (CW) PATH FROM THE TOWER TO THE CR�i iNn RING "B" GROUND BAR
ALL GROUNDWG WIRE AND LEADS SHA�L FLOW IN A SMOOTH � -II
CLOCKWISE (CW) PATH FROM THE TOWER RING TO THE CUSTOMER RING I
ANQ ALL GROUNDING WIRE AND LEAD HALi FI�w IN A MOOTH OUNT R
CLOCKWISE (CCW) PATH FROM THE TOWER GROUND RING TO THE FENC POSTS) ROUTE GROUND CONDUCTOR THRU WALL 73969 W. ist Ave. �
WITH NO KINKS OR SHARP BENDS. ALL BELOW GRADE CONNECTIONS Golden, co aotio�
NOTE: GROUNDING PLAN IS NOT TO SCALE. ALL GROUNDING IS TO INTERIOR GROUND RING (TYPICAL) CAD �:303-325-5608 F:303-325-5629 I
SHALL BE EXOTHERMIC WELDS (CADWELD). TEE CONNECTORS ARE NOT TO BE PLACED WITHIN THE LEASE AREA OR WITHIN AN WELD TO GROUND RING WITH NO SPLICES j
PERMITTED ABOVE OR BELOW GRADE ON CROWN SITES. INGRESS / EGRESS ROUTE � EACH CORNER RE: 4/E-11
�� 0 R. %, ;
- FOR GUY TOWERS: •. � �I
INSTALL NINE (9) GROUND LEADS, THREE (3)LEADS PER LEG .��N D� P �• �
AROUND THE TOWER: TEST WELL (TYP . J,�� � ;
(1) ONE FOR ATfACHMENT TO THE TOWER BASE #2 SOLID BTCW UFER GND. FROM RING OF 2) � ;p I
2 CAD WELDED TO CONT. FOUNDATION -°• 11502 '�
O TWO SPARES FOR FUTURE CUSTOMER'S BUSS BARS � �
REBAR (NP. 2 PLACES) 70 . . �v I
�.C��• 11�g�12;�� � ;
-FOR MONOPOLES: ( > - - � �\ %i/FS•��•••••••�,�� \\
INSTALL NINE GROUND LEADS 3 LEADS PER LOCATION
�
AT 120' AROUND THE TOWER: � �� /��//�s��NAL �� ����\\
(1) ONE FOR ATTACHMENT TO THE TOWER BASE �— � � � /������lllllllll\�����\\
(2) TWO SPARES FOR FUTURE CUSTOMER'S BUSS BARS �� � � � � ' 2/0 STRANDED } � m II
- ALL SPARE GROUND LEADS FROM THE TOWER GROUND RING SHALL � � � � � ' TINNED COPPER m � �' �
BE CUT OFF AT 12" ABOVE GRADE AND ZIP TIED OR TAPED TO THE � � — ' GROUND RING, 6" i
`` � BELOW FROST z
ATTACHED TOWER LEAD IN MINIMUM OF TWO (2) PLACES. ' �^ �INTERIOR GROUND HALO I ' LINE (lYP) RE: �
I PROVIDED BY SHELTER
4. GROUND �EADS TO MONOPOLE SHALL ONLY BE CADWELDED TO 1 � �� -- — � 6/E-11 �
MANUFACTURER'S GROUNDING TAB OR THE BASEPLATES. "NEVER I MFR. CONNECT EACH CABINEf TO 1 � ,� ��\ � z I
' INTERIOR SHELTER HALO � � / o o � �
CADWELD. BRAZE OR WELD TO THE TOWER STRUCTURE SECTION". 1 a �
5. ALL EXOTHERMIC WELDS TO ABOVE GRADE STEEL STRUCTURES � t AWG #6 BTCW TO DOOR 1 I \ _ _`\ U � � i
1 FRAME (NP) � 1 \ i
MUST BE COLD GALVANIZED AND SPRAYED WITH MATCHING RUST ` \ / \ w � o I
INHIBITOR PAINT. i ' — � �� � o a c�
� r MASTER GROUND BAR � / ,� i
N N
1 I AT ENTRY PORT � � \\ � � � \ �` � � F ��
� � \
GROUND TEST PROCEDURES: 1 -- // NEW \ /�O � � i o Q � o I
A. CCUSA STANDARD REQUIREMENT FOR RESISTIVI7Y TO EARTH I ` � � C R O W N C A S T L E � � �
O N A L L S I T E S I S 5-O H M S O R L E S S. I T I S T H E C O N T R A C T O R'S ' —
RESPONSIBILIIY TO ENSURE SUCH REQUIREMENT IS ACHIEVED. i�� '� MONOPOLE "B" B � � ° � N i
REVIEW OF THE SOIL RESISTIVI?Y TEST PRIOR TO INSTALLATION 1 � � � !.
OF THE SITE GROUNDING SYSTEM WILL GREATLY ASSIST IN �� � � � DRANM BY: MF ;
DEfERMINING THE NPE OF GROUNDING INSTALLATION, NUMBER � � 2/0 STRANDED { CHECKED BY: MF i
AND TYPE OF GROUND ROD(S). e � � TINNED COPPER 1 �Rav�nNC�nre: �v�an2 �
� � \ 2/0 STRANDED GROBE OW�FROST �� ,� i� � � �Z'Z 7�
B. PERFORM THREE POINT FALL OF POTENTIAL GROUNDING � �
(MEGGER) TEST UTILIZING THE "AEMC 4500° TEST INSTRUMENT � � � _ TINNED COPPER LINE (TYP) RE: / rrT>I17ff siTe NunneeR:coua�as ,
� GROUND RING, 6" g�E-�� � fGGLL SITE NAME:SUNBURSTMONOPINE
FROM A MINIMUM OF TWO SEPARATE POINTS IN TWO SEPARATE GROUND BAR AT � � BELOW FROST �
DIRECTIONS FROM THE POINT A ZIZI7� CROWNCASTLE SITE NAME
OF CONTACT. ENTRY PORT - ��
� LINE (TYP) RE: Zj�7fff� H-FRAME
C. THE CONTRACTOR SHALL DOCUMENT MEGGER TEST RESULTS � � 6/E-11 - _���Z TO GROUND BAR AT TEST WELI CROWN-VAIL ,
ON THE CROWNCASTLE CLOSEOUT REQUIREMENTS DOCUMENT � NEW CROWNCASTLE r-Z'ZZI�� TOP OF MONOPOLE. eusiNess uNiT NunneER
IN THE MEG TEST TAB. 11 MONOPOLE "A" �� �ZIZ1�71ff L�
2/0 STRANDED TINNED COPPER sloias
D.THE CONTRACTOR SHALL DOCUMENT THE LOCATION OF ALL i � rZj177f�J� GROUND RING, 6" BELOW FROST
� — � G SITE ADDRESS
BELOW GRADE GROUNDING COMPONENTS AND PHOTOGRAPH �� �7�ff� UNE (TYP) RE: 6/E-11
WITH A DIGITAL CAMERA THE ENTIRE NEWLY INSTALLED � �Z�IZ 1309 ELKHORN DRIVE
GROUNDING SYSTEM PRIOR TO BACKFILLING ANY OPEN TRENCHES. ��ffJ� VAIL,co a�ss�
TO GROUND BAR AT EAGLE COUNTY
E. FORWARD THE MEGGER TEST DOCUMENTATION TO THE
TOP OF MONOPOLE. usa ;
REGIONAL CCUSA REPRESENTATIVE (AS PART OF THE FINAL SITE
SHEET TITLE '
CLOSE-OUT PACKAGE DOCUMENTATION). PRIEST ENGINEERING IN
MECHANICAL ENGINEERS EL�CTqICAL
6909 south Houy Clrcle, su�te aoa GROUNDING PLAN �-
Englewood, Colorado B0112 ��.
Ph� (303) 773-6773 Paw (303> 779-6333 �,
SHEET NUMBER i
GROUNDING PLAN SCALE: ,'
1/4��_i,_0„
- 3'-11 7 8" �
� � N N �a t&t
o-� � � �
(TYP.) � � (TYP.) � `--' � � �
� (TYP.) (TYP.) `�
u�
000000000000000000000000000000
000000000000000000000000000000
� CCA�TL E F
�� M INTERNATIONAL�
� � �
1 \ in � � � � io
M �, M \ M M N 9830 S. 51 ST STREET
\ � I b \ M � M n
� M � � ^ PHOENIX,AZ 85044-5677
� M � -; � �
�00000000000000000000000000000o I � � o ao 000000000a000000000o ao o 'r I
iv PLANS PREPARED BY:
\ � � N r7 �
\ � t � I
� i� i�
\\�o �
000000000000000000000000000000 ooaooaooaooaooaooaooaooaooaooa
13969 W. 1st Ave.
00000000000000000000000000 ooa00000000000a00000000000000a Golden, Co 80401
DOUBLE UNISTRUT�- P:303-325-5606 F:303-325-5629
FINISHED GRADE FOR PVC MOUNTING
� FINISHED GRADE
� , � R �,
`. ° I I I-1 I I�� I I-1 I I;` � ooua�E uNisrRUr ° I I 1=1 I 1=1 I 1=1 I I-° � � � .�N�� %'�'• �;
I I I 1=1 I I I I 1= FOR PVC MOUNTING � I I I 1=1 I I I I 1=' � O ' �:
� � ' � ,
/ _ . �:o -
i a� � `, � a� � ° ` � ° ` - �i 11502 :� =
� 4 a a 4��� � a a d � a a d � /O^-••��0/��/��� �� \
� CONCRETE j/ F�1 ���������'�C`_� ���
� � �� � � �� (TYP CA MENT �� �' �EN�CA EMENT ���//����NA L ������
(TYPICAL) ���IIIIIIIII\VA
a. a. a
NOTE: m � � �
�1-SPRAY CUT ENDS OF ALL UNISTRUT WITH COLD-GALV.AND PAINT -
ON CLEAR LAQUER,OR CAP WITH PLASTIC UNISTRUT CAP. -
REFER TO DRAWING EMB FOR REFER TO DRAWING EMB FOR o
�2-ALL CONCRETE SHALL BE POURED TO BELOW FINISHED STONE BILL OF MATERIALS AND NOTES BILL OF MATERIALS AND NOTES �, �
� �
FRAME ELEVATION : ELECTRIC SIDE S°"`E 1 FRAME ELEVATION : TELCO&TOWER LIGHTNING CONTROL SIDE S°"`E 2 �� z J
N.T.S. N T.S. z Z � �
O D U z
1
� � � U
U � �
2�-5 1 2" w � O w
o ac> �
N N «
w �.��
z Q cr; � �
AO o TELCO o °- s ��
,J 31 32" �
�, o _ �� �
� 36 � z
Carrier 4�G HOFFMAN
DRAWN BY: MF
Labels � gANK t� B�X CHECKED BY: MF
� DRAWING DATE: 9/19/12
M �
e
� I �
� � o00000 000000000000 000000 � ^ .-
� � '- .- SITE NUMBER:COU4145
1 ooaooa '� � � SITE NAME:SUNBURST MONOPINE
000000o N _I io
a -
I `O CROWNCASTLE SITE NAME
0000a 8X8X24„ o00000000000 6 �
�12X 12X24�� W I RE WAY °D CROW N-VAIL
00000 00000000000o e
O WIREWAY �
0000 000000 000000
' o00000000000000000000000000000 � BUSINESS UNIT NUMBER
� FINISHED GRADE
FINISHED GRADE � � 810106
i
SITE ADDRESS
NOTE: DANGER 1309 ELKHORN DRIVE
1'-0 1/2" t'-3 1/2" 1 - HIGH VAIL,C081657
VOLTAGE pp0£�a4 aW�OWaaG3�W�fl OW EAGLE COUNTY
NOTE: DANGER MECMRNICAL ENGINEERS � ELECiRICAL USA
6909 South Holly Circle, Sulte 304
1 = HIGH Englewood, coioraao soii SHEETTI7LE
VOLTAGE Ph� <303) 773-8773 Fnx� (303) 779-833
REFER TO DRAWING EMB FOR REFER TO DRAWING EMB FOR ELECTRICAL DETAILS
BILL OF MATERIALS AND NOTES BILL OF MATERIALS AND NOTES
SHEET NUMBER
ELECTRIC DIMENSIONING : ELECTRIC SIDE N°"sE 3 TELCO DIMENSIONING : TELCO &TOWER LIGHTNING CONTROL SIDE NTASE �
E-5
.. �a t&t
0 0 0 � o0000000000 � o0000 (3)4 PVC NIPPLES �
WITH MYERS
������� O ���� 36" HUBS ON WIREWAY
HOFFMAN
(4)2"PVC NIPPLES � R w �
Box CASTL E
WITH MYERS � 4/G INTERNATIONAL y
HUBS ON WIREWAY \ METE
BANK
� 9830 S. 51 ST STREET
OPHOENIX,AZ 85044-5677
PLANS PREPARED BY:
�°°°°°° ������ o0000 0 0 0 00000
000 000000000 2"PVC NIPPLE TO o0000000 00000
12X12X24" LTG.WIREWAY
WIREWAY ooao 0 ooa 13969 W. 1st Ave.
$X8X24�� 5 Golden, Co 80401
�FINISHED GRADE WIREWAY P:303-325-5606 F:303-325-5629
GD-2
sPaRE MaiN � o000 0000o TYP. � 0 R �'�
a°Pvc FROM \� FINISHED GRADE • N�� P�'• ��
POWER CO. GD- % , � � �
CAPPED TYP. � � ��.�� /
WITH PULL �MAIN 4"PVC
STRING �i 11502 '
FROM POWER CO. „ � . ;� =
1 PVC FOR GROUNDING - o�.� �0�26�1�;�cc, ;
� TO MAIN SERVICE % F '••...,...•• � ��
�1"PVC FOR GROUNDING CONNECTION �%�/ss� �� ��
4"PVC TO CUSTOMERS CONNECTION ICE /���� �NAI�III\��� �
� MAIN 4" PVC FROM ; � � �
4" PVC TO CUSTOMERS TELCO CO.
REFER TO DRAWING EMB FOR REFER TO DRAWING EMB FOR o
BILL OF MATERIALS AND NOTES BILL OF MATERIALS AND NOTES �, �
� �
ELECTRIC CONDUIT: ELECTRIC SIDE S°"`E 1 TELCO DIMENSIONING: TELCO &TOWER LIGHTING CONTROL SIDE S°"`E 2 �� z J
N.T.S. N T.S. z Z � �
O D U z
1
� � � U
U � �
(/) w z j
W � O w
� O d U �
o� o o � o N N N
00000 0000000000 00000 � � �
O W \.\c
N � rn � �
4/G z ° N
o �
METE 36" in o 0 0
O BANK HOFFMAN � � — �, �
BOX
ODRAWN BY: MF
� CHECKED BY: MF
00 00 00 000000 000000000 0 000000
DRAWING DATE: 9/19/12
�
I o==o==o SITE NUMBER:COU4145
12X12X24" I 8X8X24" I°°°°°°°°°° SITE NAME:SUNBURST MONOPINE
00000
WIREWAY� o000o wiREwav
����������� CROWNCASTLE SITE NAME
�
� FINISHED GRADE °°°°°° °°°°°°°°°°° °°°°°°°°°° CROWN-VAIL
I °°°°°°°°°°° �°° ° I �FINISHEDGRADE
� I BUSINESS UNIT NUMBER
�-_ �� #2 GROUND LEAD INSIDE 3/4"PVC #2 GROUND LEAD INSIDE 3/4"PVC
30"DEEP OR 6' BELOW WITH 2 HOLE LUG,BOLTED TO
FROST LINE � � 30"DEEP OR 6"BELOW 810106
� � SIDE OF WIREWAY(TYP.) FROST LINE l � � �WITH 2 HOLE LUG,BOLTED TO
— — — — — — �-----f — — _ _ �� !� y+ � SID�F WIREWAY(TYP.i TO NEAREST SITE ADDRESS
— FENCE POST
EXTERNAL 1 1309 ELKHORN DRIVE
10 GROUND RING J g g VAIL,CO 81657
� 10 pp0£�a4 aW�OWaaG3�W�fl 0[� EAGLE COUNTY
EXTERNAL \� �TYP.) MECMRNICAL ENGINEERS � ELECiRICAL USA
GROUND GD-1 6909 South Holly Circle, Sulte 304
� Z Englewood, Colorado 8011 SHEETTITLE
Ph� <303) 773-8773 Fnx� (303) 779-833
RING GD-1
REFER TO DRAWING EMB FOR REFER TO DRAWING EMB FOR ELECTRICAL DETAILS
BILL OF MATERIALS AND NOTES BILL OF MATERIALS AND NOTES
SHEET NUMBER
ELECTRICAL GROUNDING: ELECTRIC SIDE N°"sE 3 TELCO GROUNDING: TELCO&TOWER LIGHTING CONTROL SIDE NTASE �
E-6
�a t&t
�
GRADE
8"PVC PLUG ��A��E �
'�I I I-I I I-I I I-I I I-I I I '-I I I-I I I-I I I-I I I-I I I T/FINISH GRADE 8"PVC CPLG.(THRD.)
—I I I—I I I—I I I—I I I— I I—I I I—I I I—I I1=1I I— INTERNATIONAL y
9830 S. 51 ST STREET
�k i � ° �° ° O° SUBGRADE PHOENIX,AZ 85044-5677
GD-1 CADWELD #2 SOLID(TEST LOOP)
NOTCH SIDES OF 8"PVC SCH 40 PIANS PREPARED BY:
HTEL WARNING TAPE PIPE TO ALLOW EXIT/ENTRANCE
�' OF GROUND RING WIRE
2/O AWG BARE STRANDED TINNED COPPER WIRE,
ANIXTER CAT.#1A-0201 OR APPROVED EQUAL i i—i i i—i i i— i i i i i i i i i i—i i –
TRENCH BOTTOM 13969 W. 1st Ave.
Golden, Co 80401
P:303-325-5606 F:303-325-5629
2/0 TINNED CU EXTERNAL
COPPER CLAD TOWER GROUND RING WIRE p �
CADWELD TEST LOOP TO � R
GROUND ROD ���� •••. ��/
GROUND RING WIRE 2 i
CADWELD TYPE NC CADWELD TYPE GT 5/8"fdX10'-0"LONG COPPER CLAD GROUND ROD GD-1 •.�p1 D. P ' �
THERMOWELD TYPE CR-17 THERMOWELD TYPE CR-2 � � •�a��� /
.� -
- oi 11502 :,� _
DOUBLE CABLE TO GROUND ROD HORIZONTAL TO GROUND ROD *NOTE: - O:� ��6��2�� �
GROUND ROD SHALL BE MIN.30"BELOW GRADE OR 6"BELOW FROST LINE. *NOTE: � T .�O � �
(WHICH EVER IS GREATER)AS PER N.E.C.ARTICLE 250-50(D) GROUND WIRE SHALL BE MIN.30"BELOW GRADE OR 6"BELOW FROST jj� �sS•••���•••��\ \\\
LINE. (WHICH EVER IS GREATER)AS PER N.E.C.ARTICLE 250-50(D) '�/�, �ONA L � ����
����////�II�II��1�VAA�A
y � m m
m � � �
GROUND ROD 50ALE 1 GROUND ROD DETAIL 50ALE 2 INSPECTION PORT DETAIL SOALE 3
N T.S. N T.S. N.T.S. 7
Ll
� Z
U �
NOTE: � �
DOWN LEAD TWO-HOLE COMPRESSION LUG '�� z �
CONDUCTORS � BURNDY CAT#YA2C2TC38E2 zo � ° �
ARE NOT TO BE INSULATOR OR APPROVED EQUAL � c� � z
SEE NOTE 2. � � o
INSTALLED ON � � � �
CROWN TOWER,PER � w z �
THE GROUNDING DOWN HEX BOLT w � o w
o ac> �
CONDUCTOR POLICY
QAS-STD-10091 � #2 GND = _ `� `� ��
6 � _ - LOCK WASHER USE 1/4"FOR cn W �� '
�TYPE TA GD-1 TYP� � � � FLAT WASHER ATTACHMENT TO � ° o 0 0
IIIII\ Q METAL ENCLOSURES � z – '
� COPPER SHEILD &3/8"FOR w o
O ATTACHMENT TO
\ � � �
GROUND BARS DRAWN BY: MF
� � GROUND BAR OR FLAT WASHER CHECKED BY: MF
� METAL ENCLOSURE LOCK WASHER DRAWING DATE: 9/19/12
NoT PERMITTED TYPE GR TYPE SV 0 � � HEX NUT
� �
� INSTALLATION NOTES: SITE NUMBER:COU4145
1.BOLTS,WASHERS,AND NUTS SHALL BE STAINLESS STEEL. SITE NAME:SUNBURST MONOPINE
TWO-HOLE CROWNCASTLE SITE NAME
\ 2.SELECT BOLT LENGTH TO PROVIDE A MINIMUM OF TWO
\ III I�_ COMPRESSION LUG EXPOSED THREADS. CROWN-VAIL
\ \ GROUND BAR 3.BURNISH MOUNTING SURFACE TO REMOVE PAINT IN THE AREA BUSINESS UNIT NUMBER
OF LUG CONTACT.
810106
TYPE PH TYPE KA TYPE VS 4.APPLY COPPER-SHIELD COMPOUND TO MATING SURFACE OF
SITE ADDRESS
NOTES LUG AND WIPE CLEAN EXCESS COMPOUND.
1.SECURE TO INTERIOR OR EXTERIOR WALL w/S.S.LAG 1309 ELKHORN DRIVE
HARGAR CAT#GBB-1442-G OR APPROVED EQUAL 5.ALL METAL ELECTRICAL EQUIPMENT SHALL BE EXTERNALLY VAIL,CO 81657
GROUNDED TO THE TOWER EGR.(PAINTED METAL SURFACES EAGLE COUNTY
2.OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR
MUST HAVE SMALL SECTION OF PAINT REMOVED BEFORE USA
PLATFORM STEEL.USE INSULATORS WHEN ATTACHING TO INSTALLATION,AND SHALL BE SPRAYED LIGHTLY WITH CLEAR SHEET TITLE
BUILDINGS OR SHELTERS COAT LACQUER FINISH). ppO��4 ���O���pO��o O�¢
6909NISouth Holly�Clrcle, su te R304 ELECTRICAL DETAILS
Englewood, Colorndo 80112
Ph� C303> 773-B773 Fax� C303) 779-8333
SHEET NUMBER
CADWELDS (TYPICAL) NTSE 4 GROUND BAR NTASE 5 GROUNDING TO FLAT SURFACES TYPICAL NTASE 6
E-7
CADWELD 2/O GROUND WIRE TO
BASEPLATES ONLY, NEVER `�
CADWELD TO MONOPOLE
TOWERS OR HOLLOW LEG SST. �a t&t
CONTRACTOR TO REMOVE AND ��
CLEAN PAINTED OR RUSTED
TOWER STEEL SURFACES BEFORE
CADWELDING. PAINT SURFACES
AFTER INSTALLATION PER �(.,A��E �
4 CROWN STANDARDS. iNTeeNarioNa�y
GD-1 2'-0"RADIUS BEND
(MINIMUM,TYP.) CONCRETE 9830 S. 51ST STREET
POST FOUNDATION PHOENIX,AZ 85044-5677
UNISTRUT CLAMP
FOR CONDUIT PLANS PREPARED BY:
SUBGRADE
I 1-1 I 1-1 I 1-1 I 1-1 I 1-1 I 1-1 I 1-1 I I,,,I I 1-1 I 1-1 I 1-1 I 1-1 I �
#2/O TINNED STR.CU
(TYP.) Goden, Co�eo4o1
METERBOARD P:303-325-5606 F:303-325-5629
POST
2 SUPPORT CHANNEL Q R i;�
GROUND RING WIRE GD-1 FOR ELECT/TELCO EQUIP. �� � ���D� P�'• �
2/O AWG BARE � �
TINNED CU COPPER CLAD � � ��:��
STR. (TYP.) GROUND ROD U-BOLT OR UNISTRUT CLAMP = � .o -
FOR SUPPORT CHANNEL - �:� 11502 �� \
;°.��;•.�o/z6�� ��'`� ;
TOWER FOUNDATION ����i����ONAL��������
��IIIIIIIII\�
r � � �
m � � �n
0
TOWER GROUND LEVEL SCALE: 1 UNISTRUT CLAMP DETAIL S°"`E 2 �, �
N.T.S. N.T.S. � �
� U
CONCRETE ��, � �
z z o �
0 0 � v�,
POST FOUNDATION #2 AWG TINNED CU � U � z
0
SUPPORT CHANNEL � � � "
PIGTAIL FOR ELECT AND " � �
FOR ELECT/TELCO EQUIP. #2 AWG BARE SOLID TINNED N w z '
w � o w
TELCO EQUIP. BUSSBAR COPPER WIRE TAIL FROM � a �J �
NN «
METERBOARD POST FENCE POST CADWELDED W ���
� � m � �
TO 2/0 CU EXTERIOR GROUND o o —��
RING (TYP.) "' °' ° o
�, o _ �� �
CADWELD TO PIPE � z
TYPICAL FOR ALL COPPER CLAD DRAWN BY: MF
METAL POST DRAWINGDATEM9/19/12
GROUND ROD
NOTE:
-NINE GROUND LEADS NEEDED FROM 3 3 SITENUMBER:COU4145
GROUND RING TO METER BOARD GD-1 GD-1 SITE NAME:SUNBURST MONOPINE
EQUIPMENT: ONE FOR EACH POST(3), ONE CROWNCASTLESITENAME
FOR EACH WIREWAY(3), ONE FOR TELCO CROWN-VAIL
BOX(1), ONE FOR ELECTRIC METER PANEL BUSINESS UNIT NUMBER
(1) ONE 2/0
FOR BUSSBAR(1) a�o�os
SITE ADDRESS
——_—_ ______ __ __— _ ____ __ ___ _ _ ____ __— —__—__�
-GROUND RODS AT METERBOARD TO BE � TO FENCE 1309 ELKHORN DRIVE
30" MIN. OR 6" BELOW FROST LINE EAGLEOCOUNTY
2/O AWG BARE TINNED
(WHICH EVER IS DEEPEST). usa
NOTE CU STR. (TYP.) SHEETTITLE
MAIN GROUND RING WHEN INSTALLING A FIVE FOOT(5') METERBOARD ONLY pp0£��4 aG�1�OG�iaat��G�l�fl OG�
SIX(6) GROUND LEADS ARE REQUIRED MECNANICAL ENGINEERS � ELECTRICAL ELECTRICAL DETAILS
6909 South Holly Clrcte, Sulte 304
Englewood, Coloro�do 8011
Ph� C303) 773-8773 Fax� C303) 779-833 SHEET NUMBER
METER RACK GROUNDING TYPICAL-PLAN VIEW NTASE �
E-8
LADDER RACK 1. EACN ERICCSON EQUIPMENT CABINEf �
GROUNDING � EA. END SHALL BE CONNECTED TO THE MASTER �a t&t
GROUNDING LEGEND ��
j �� INTERIOR GROUND HALO ISOLATION GROUND BAR (MIGBE) WITH #2 ��
AWG INSULATED STRANDED COPPER WIRE.
� PATH AND NUMBER OF EQUIPMENT CABINEfS SNALL EACH HAVE
CONDUCTORS �__ __� (2) CONNECTIONS AND EQUIPMENT CABINET
---�--�.--------------�--�--�-#--�-�-- C O N`F'
� EXOTHERMIC WELD I � / \ / \ / \ SUPPORT FR,4ME SHALL HAVE (2)
CONNECTION (CAD WELD) � � � � � � � � CONNECTIONS AS SHOWN. �AS�E
I I I I I I
� MECHANICAL CONNECTION LUG � � � � � � ELECTRICAL PANELS 2. ANTENNA GROUND KITS SHALL BE
� � � � / � / � / INSTALLED BY ELECTRICAL CONTRACTOR. iNTeRNariONn�y
CRIMP OR C CLAMP) / 1
O INSPECTION WELL � �INTERIOR MASTER 4 �O 5 O � 3. REFER TO DRAWING 1/E3.0 FOR
RE: 8/E4.0 I � GROUND BAR � FURTHER GROUNDING REQUIREMENTS. 9H3O S. �J1 ST STREET
1 1 I PHOENIX,AZ 85044-5677
COPPER CLAD GROUND 1 I 4. PLASTIC CLIPS OR MEfAL CLIPS WHICH
� ROD I I � DO NOT COMPLEfELY SURROUND THE
COPPER CONDUCTOR � I INTERIOR EQUIPMENT� 5 GROUNDING CONDUCTOR TO FASTEN AND PLANS PREPARED BY:
I i CABINETS (lYP) � c SUPPORT GROUNDING CONDUCTOR SHALL
� TINNED COPPER I � 70 � I NOT BE USED.
GROUND BAR I I � GROUND � `� 5. STANDARD BUS BARS CIGBS AND
O � � HALO �
I I MIGBE) SHALL BE FURNISHED AND
I I INSTALLED. THEY SHALL NOT BE 13969 W. 1st Ave.
I I FABRICATED OR MODIFIED IN THE FIELD. Golden, Co 80401
I I P:303-325-5606 F:303-325-5629
4. CONTRACTOR SHALL COORDINATE
I I INSTALLATION OF GROUND RODS AND
______—__�__ — �_________________________________________ GROUND RING WITH FOUNDATION AND Q R �'
GROUND RING
� �/
��GROUND TEST WELL UNDERGROUND RING WITH FOUNDATION � •••. �j
AND UNDERGROUND CONDUIT. .�p1 D. P '• j
, � �
O '
��:o -
EQUIPMENT GROUNDING SCHEMATIC N 5 � - �:� 11502 �� _
SCALE:
, O�'• 10�26���� � ,
% F '•• .• ��' �
%, s�, •.....• �� ���
0 ��`
� �������i�����U��������
r � � �
850 UMTS m � � �
GSM
0
� z
c� o
� �
�e �,
— z �
� z z o �
� ORANGE�WHITE T TX � � � z
�ACK WHITE�ORANGE R � � � �
"CROSS—OVER cn w z �
ORANGE/WHITE T CABLE w � o w
CONFIGURATION" o � � �
� 8 PA�R 24 AWG � N "�
18" GROUND PIGTAIL RX w �,��
WHITE/BLUE R 6 PAIR 24 AWG cn �
(GROUND AT BTS CABINET z a `�' � �
ONLY BY BTS VENDOR) (RECTIFIER MINOR, p o � �`�'
P�uc O RECTIFIER MAJOR) rn o 0 0
— NOTE: �2 PAIR 26 AWG >
GENERAL DYNAMICS TO DETERMINE WHEN TO USE � �z — ", "`'
VENDOR
CDS DATACOM INC. ATLANTIC CABLE SALES INC. (ACS) STRAIGHT OR CROSS-OVER PIN CONNECTION 16 PAIR. 26 AWG �
214-340-9199 800-241-9881 DRAWN BY: MF
DC CONTROL CHECKED BY: MF
INDOOR SINGLE ENDED PART # C00411450-XXX PART # 010716-XXX � POWER RACK DRAWING DATE: 9/19/12
INDOOR DOUBLE ENDED PART # C004114567-XXX PART # 010716-1-XXX BLUE�WHITE T PIANT
OUTDOOR SINGLE ENDED PART # C00411483-XXX PART � 010717-XXX
OUTDOOR DOUBLE ENDED PART # C00411484-XXX PART # 010717-1-XXX TX
RJ48C 8 PIN CONNECTOR XXX = LENGTH IN FEET WHITE/BLUE R (3) 4 PAIR 24 AWG SITE NUMBER:COU4145
SITE NAME:SUNBURST MONOPINE
* T1 CABLE MUST BE VENDOR FROM TABLE (,NO SUBSTITUTION� ORANGE/WHITE T "STRAIGHT CROWNCASTLE SITE NAME
NOTES: THROUGH CABLE CROWN-VAIL
1. THE CABLE IS A STRAIGHT-THRU CABLE WITH IDENTICAL CONNECTOR WHITE/ORANGE R RX CONFIGURATION" SMOKE DECT.
PIN-OUT CONNECTION ON BOTH ENDS. BUSINESS UNIT NUMBER
2. CABLE MAY BE BULK ORDERED AND BE CONNECTED AT THE SITE. DOOR/TOS
810106
HI TEMP
SITE ADDRESS
LOW TEMP
1309 ELKHORN DRIVE
NSS TELCO (2) 6 PAIR 24 AWG VAIL,CO 81657
BLOCK EAGLE COUNTY
INTRUSION USA
ALARM
BIOCK 4"C SERVICE SHEET TITLE
2 PR. 22 awc PG30£��4 aG�1�OG�laaG3�G�l�fl OG� AT&T
MECNANICAL ENGINEERS � ELECTRICAL ELECTRICAL DETAILS
6909 South Holly Clrcte, Sulte 304
Englewood, Coloro�do 8011
Ph� C303) 773-8773 Fax� C303) 779-833 SHEET NUMBER
T1 /PCM CONNECTOR PIN-OUT DETAIL N°"SE' 2 TELCO &ALARM WIRING DIAGRAM NT"sE 3
E-9
Q v
Z
Z �c�t8C t
w
z
a �
0
�
a 5" ANDREW FEED THRU BOOT
o �PART # 48931-1 SINGLE 7/8" COAX �AS�E
� 48939-2 THREE 7/8" COAX
48939-4 SINGLE 1 5/8" COAX INTERNATIONAL y
HOSE CLAM 9830 S. 51 ST STREET
COUPLING J� 4" CONDUIT PHOENIX,AZ 85044-5677
DOWN TO EQUIPMENT
�SPACE PLANS PREPARED BY:
13969 W. 1st Ave.
9 � COAX/CONDUIT WEATHER PROOF DETAIL sca�E:tv.r.s. 8 NOT USED sca�E:N.T.s. 7 NOT USED sca�E:N.T.s. caa��, co eoaoi
P:303-325-5606 F:303-325-5629
R ���
#6 AWG FROM ANTENNA CABL� ��� � �� //,
GROUND K�T (REFER TO RF p, p'•. %
SYSTEM SCHEDULE FOR CABLE , '�N �
QUANTITIES �_� � : ��:�� �
.� -
- -°� 11502 :�
#6 AWG. JUMPER OF � : .� -
ANTENNA CABLE LUG (TYP.) ����•.1 O�26����� �
GROUNDING KIT INSIDE �� ��A �
GROUND BAR� THE CABLE TRAY (lYP.) ��j ����"'���� ���
0
�i���� NAL���������
00 00 00 00 00 00 U � /y—#� Awc sTRa,N�E�,
INSULATED
0 �0� � 0� � � — m � � v�i
� �#2 AWG STRANDED,
GROUNDING BAR, i INSULATED TO MGB
NEWTON, SIM�LAR TO SIDE VIEW OF CABLE �
/ DEfAIL 509 WITHOUT TR,4Y OR COAX BRIDGE � z
� �SILICON INSULATORS, MOUNTED K�T � �
1" PVC SEALTIT DUAL CADWELDS, TO B�—' SEAL AT OUTSIDE OF CABLE TRAY � �,
USED WITH #2 AWG BCW TOP z a �
TO GROUND RING ��„ P�� o � � n
NOTE: SEALTITE � � o
1. CONTRACTOR TO UTILIZE KOPR-SHtELD (THOMAS & BEffS) ON � � � �'
ALL LUG CONNECTIONS. cn w z �
w � o w
o ac> �
� NOT USED SCALE:N.T.S. �j GROUND WIRE TO GROUND BAR 1 sca�E:N.T.s. 4 GROUND BAR DETAIL � CABLE TRAY sca�E:N.T.s. N N "'
— W ���
z a "' �� �
NOTES: o ° � �`�
1) ANTENNA INCLUDES A FEMALE � °' ° °
NOTES: DIN CONNECTOR � o _ �, ,�
1.D0 NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS 2) JUMPER CABLE INCLUDES (2)-MALE
DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR DIN CONNECTORS
3) SURGE ARRESTOR INCLUDES (2)-FEMALE DRAWN BY: MF
DIN CONNECTORS CHECKED BY: MF
2.WEATHER PROOFING SHALL BE ANDREWS. (TYPE & PART DRAWING DATE: 9/19/12
NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE
MANUFACTURER.) EQUIPMENT ANTENNAS
TO ANTENNAS � SITE NUMBER:COU4145
ANTENNA
�� SITE NAME:SUNBURST MONOPINE
JUMPER REQUIRED 0 yyEqTHERPR00FING KIT (1YP.) HS3409.41.001 CROWNCASTLE SITE NAME
FOR 1 5/8"0 COAX OR RX1 SURGE ARRESTOR
FOR EASE OF RXO Tx� / CROWN-VAIL
CONNECTION (TYP.) ��STANDARD GROUND KIT (NP.) J�" JUMPER TO
� (SEE NOTE) PROVIDED BY RADIO FEMALE DIN gUSINESS UNIT NUMBER
i EQUIP INSTALLER CONNECTOR
��� , �ANTENNA CABLE IN
CONNECTOR � CABLE TRAY TO EQUIPMENT \ 810106
MAI.E DIN
WEATHERPROOFING KIT LOCATION (NP.) CONNECTOR
(NP.) SEE NOTE 2 � SITE ADDRESS
#6 AWG / GROUND BAR, MOUNTED MALE DIN � � �' Y2�� JUMPER
f NEAR�BELOW ANTENNA CONNECTOR � ��CABLE 1309 ELKHORN DRIVE
FROM ANTENNA FRA FEMALE DIN CONNECT MALE DIN VAIL,CO 81657
SUPPORT MALE DW �CONNECTOR EAGLE COUNTY
�#2 AWG STRANDED, CONNECTOR � � FEMALE DIN USA
FROM ANTENNA MAST MR INSUTATED 80NDED TO MAIN COAX CABLz � CONNECTOR SHEET TITLE
GROUND WIRE ALONG CABLE
TERMINALS (WHEN #2 AWG STRANDEDrRAY TO MG8 AT&T
REQUIRED) INSULATED paoaa4 ac�ao�aaaowao OG�1¢ ELECTRICAL DETAILS
MECMRNICAL ENG[NEERS � ELECTRICAL
6909 South Holly ClrcLe, Sulte 304
Englewood, Colorado 80112 SHEETNUMBER
Ph� <303> 773-87�3 Fax� C303) ��9-8333
3 NOT USED SCALE:N.T.S. 2 GROUND WIRE TO GROUND BAR SCALE:N.T.S. 'I CONNECTION DIAGRAM sca�E:N.T.s. E—'IO
CADWELD CONNECTION MECHANICAL CONNECTION `�
� EXTER�OR BUS BAR � INTERIOR BUS BAR ) ��L�L
1 2" PVC NOTES:
2 CU. SOLID TINN � 1 ALL HARDWARE IS STAINLESS STEEL. �� � �
COPPER �TO MASTER INTERIOR 2) COAT ALL SURFACES WITH KOPR-SHEILD BEFORE MATING.
GROUND BAR MOUNTED 3) ALL LUGS TO BE DOUBLE LUGGED.
1/2" PVC EXTEND TO 1 " IN PVC SLEEVE 4) BUS BARS: NEWTON 4"x20"x1/4" COPPER, OR EQUAL.
BELOW GRADE THROUGH WALL (TYP.)
�
TO GROUND RING OR� /_�SEAL HOLE IN WALL WITH DOUBLE-LUGGED Cu C�AO�N
CHEMICAL GROUND � POLYSEAM SEALANT LEAD TO ANDREW �1 L
GROUND KIT � INTERNATIONAL y
a�������� � EACH COAX
FINISH GRADE a
���\�;,�'v;���;��;;,;�',�;;;��;��',;�,',��;�;��j� a TEST MOBILE 9830 S. 51 ST STREET
z �,� ,,�����;�����; o 00 0 00 #6 AWG STRANDED
�a � �'�''���'������� �X�,������%�� GPS — ' INSULATED TO COAX PHOENIX,AZ 85044-5677
����.`���`��������' ^�/�� �
'O� � �«���'%�« k��%�%�i'��'� o0 0 0 0 0 0 000
� �7���`���yi` � �`�T`1`� o 0 0 0 0 o a ENTRY PORT
N / �.� yl . . \ \ \\ Y �
O O O O O PLANS PREPARED BY:
��i%'i'l5'�T�'T' r � � �`'
� � � ��y �r �BOLT TO WALL WITH
�%%�.,��^���,Y;� �y;,,,;� INSULATED
����<���%����'����� >�;:. STAND-OFF
'`,��„��`%:,,., � (2) LEADS TO BURIE
�GROUND ROD (TYPICAL) GROUND RING
EXTERIOR COAX ENTRY BUS 13969 W. 1st Ave.
Golden, Co 80401
7 NOT USED SCALE:N.T.S. 4 SHELTER GROUND DETAIL SCALE:N.T.S. MOUNT ON EXTERIOR WALL OF P:303-325-5606 F:303-325-5629
SHELTER AT COAX ENTRY PORT
R ���
iD ��� � .... ���i
CEILING OF #6 AWG STRANDED , .�N D. P '• '�
ROOM �i INSUTATED TINNED � � J'a•��
INTERIOR GROUND HALO � PANDUIT STANDOFF Cu LEAD TO TE�CO = � ;� -
#2 AWG GREEN ISCW 18" o.C. � SURGE ARRESTOR �,� 11502 :� _
GR4DE INSIDE VIEW HORIZ. & VERT. o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � . �(� . �� �
00 000000000 .� ���.����
MICROFLECT 16-POR��� � O � / l I
� �P�N�: o 000 000 0 �
3 ''�11,-1.u-fli= ENTRY PORT � FcS�•� ••.••• �•�j\ ��
o PP2S-S10-x) INSULATED � ��O �� `��
� �� �cn�wE�o SURGE SUPPRESSOR--_ • STANDOFF�WITH� 2 SOLID TINNED �� T�CO BOARD� ��///��� NAL V ���
RACK MOUNTED W/ � NATURAL NYLON #
N o� EXTERIOR GROUND RING 3/8" THREADED ROD ?� � ` CABLE TIES Cu LEAD TO
Z �z nwc. scw GROUND RING TELCO BOARD GROUND BUS r `` '� �
- � - - - - - � . m � �n �n
- - #6 AWG GREEN ISCW T�� BOLT TO TELCO BOARD
SURGE SUPPRESSOR �- • J 7
0
GROUND BAR ----- --GROUND COAX PORT � z
�� � IF INSIDE ONLY � °
MASTER GROUND---� � ~
��� � z
�
�coPPERwe�D 8AR (MGB) _ EXOTHERMIC WELO z z a �
s/s•�.io�-o" LONG ( ) DOUBLE-LUGGED Cu ° ° � �"
#2 SOLID BTCW T CAD-WELD � LEAD TO ANDREW � c �
EXTERIOR GROUND RING GROUND KIT � � � � U
o °o°o°0000 000 000 °o°o°o
EACH COAX w � o w
000 000 000 o a c> �
6 GROUND RING AND ROD DETAIL SCALE:N.T.S. 3 I GROUND WIRE TO GROUND BAR Sca�E:N.T.s. BOLT TO WALL WITH N N "'
-- TO BURIED GROUN INSULATED c� W ���
NOTES: RING STAND-OFF o o - ° �
COAX � TOWER BASE "' °' °o
1. ALL HARDWARE (INCLUDING NUTS, BOLTS AND LOCK WASHERS) SHALL BE STAINLESS � o _ �� ,�
STEEL. CONNECTIONS SHALL BE MADE IN THE FOLLOWING SEQUENCE: BO�T, LOCK WASHER, BOLT TO COAX LADDER � BASE
BUSS BAR, LUG AND LOCK WASHER. OF TOWER
DRAWN BY: MF
2. CONNECTIONS TO STEEL SHALL HAVE A THOMAS & BETTS IDTW DRAGON TOOTH CHECKED BY: MF
TRANSITION WASHER BEfWEEN THE LOCK WASHER AND THE LUG. CONNECTIONS SHALL BE - 6 AWG STRANDED DRAWING DATE: 9/19/12
MADE IN THE FOLLOWING SEQUENCE: BOLT, LOCK WASHER, STEEL DRAGON TOOTH WASHER, - #
LUG AND LOCK WASHER. � INSULATED Cu LEAD
RUN ALONG CABLE SITE NUMBER:COU4145
3. KOPR-SHIELD, ANTIOX, NO-OX, OR EQUIVALENT SHALL BE APPLIED WHERE ALL TRAY FOR
DISSIMILAR MEfALS CONNECT. TO POLYPHASER SITE NAME:SUNBURST MONOPINE
BURNDY GROUND P�TE � CONNECTION TO ALL CROWNCASTLE SITE NAME
5/S NuT �uG, SEE LUG 1 HVAC, VENTS, DOOR
S/S LOCK WASHER� SCHEDULE TO CABLE TRAY / FRAMES & ELEC. cttowN-vai�
KOPR-SHIEL � FOR o 0 0 0 0 0 0 0 0 0 0 0 0 o PANEL ENCLOSURES
SPECIFICATIONS o 0 0 0 0 0 o q BUSINESS UNIT NUMBER
000000 00
HEAT SHRINK (CLEAR) �
Bus BnR� s/s Bo�T (1 oR 2) BOLT TO WALL W/ a�o�os
S/S LOCK WASHE -GROUNDING INSULATED
CONDUCTOR (2) LEADS TO BURIEB—� STAND-OFF SITE ADDRESS
LUG SCHEDULE �2-HOLE LUG GROUND RING MASTER GROUND BUS 1309 ELKHORN DRIVE
WIRE S�ZE BURNDY LUG BOLT SIZE �^1/LONG BARREL
FOR #6 STRANDED VAIL,CO 81657
#6 AWG YA6C-2TC38 3/8" - 16 NC S 3 BOLT EAGLE COUNTY
BARE WIRE TO MOUNT TO WALL UNDER GPS / usa
#2 AWG SOLID YA3C-2TC38 3/8" - 16 NC S 3 BOLT �gE NO-OXED TEST MOBILE ENTRY PORT SHEETTI7LE
#2 AWG STRANDED YA2C-2TC38 3/8" - 16 NC S 3 BOLT AT BOTH ENDS
#2/0 AWG YA26-2TC38 3/8" - 16 NC S 3 BOLT HEAT SHRINK AT&T
#4/0 AWG YA28-2N 1/2" - 16 NC S 3 BOLT #6 STRANDED PG3�£�£f4 aW�OWaaG3�W�E��WG ELECTRICAL DETAILS
6909 South Holly Clrcle, Sulte 304
Englewood, Colorndo 80312 SHEETNUMBER
Ph� <303) 773-8�73 Fax� (303) 779-8333
NOT USED scn�e:N.TS. 2 GROUND WIRE TO GROUND BAR SCALE:N.T.S. 1 CONNECTION DIAGRAM SCALE:N.T.S. E�11
,
CONTRACTOR GENERAL NOTES ta couai�s�sreus t>> ua�raN�c s�co�a�s � I
7. CONTRACTOR WILL PROVIDE All.tABOR,MATERWS,TOOLS, EQUIPNENT, SAFEIY EQUIPMENT, A GQJERAL• FURNISH AND INSTALL ALL I,IATERWS AS REWIRED FOR COUPLEfE SYSIEMS,WHETHER A THE CONfRACTOR IS RESPONSIBI.E FOR I,WNfAINING A NEAi AND ORDERLY PROJECT SffE \�//a t&� !
TRANSPORTATION,AND SERVICES NECESSARY TO COMPLEfE ALL THE WORK OUTI.INED IN ALL THE SPECIF1CAllY INDICATED OR NOi. All.SYStEA1S SFWl BE COIAPLETEIY ASSEMBLED,TESiED,ADJUSTED, REAIOVE AND DISPOSE OFF SfTE ALL RU881SH,WASTE,LRTER,AND NJ.FOREIGN SUBSTANCES � i
DRAWINGS, SPEC�FlCATIONS,SCOPE OF WORK, BILL OF MATERW.S,AND ANY OTHER DOCUMENT ISSUED DEAIINJSTRATED TO BE READY FOR OPERATION PRIOR TO AT&T'ACCEPTANCE. IN A�EGl�t.MANNER.REAIOVE PETRO-CHEMICN.SPIt1S,STAINS,AND OTHER FOREIGN DEPOSffS
BY ATkT AND ATkT WIRELESS SERVICES. IN CAMPLW�CE WffH OSHA REIX1U710NS.RENRN ALL SURFACES TO ORIGINN.CANUffION. i
2.THE CONfRACTOR SHAII.COMPLY WIiH ALL LOCAL AND NATIONAL CODES, IAWS, ORDINANCES, �•4�ODES AND REq1u710NS �� - ,
RE�ULATIONS, SAFEfY REGULATIONS,ALL OSHA REGULATIONS,ALL PUBLIC AND MUNICIPAI.AUfHORITIES, A GENERAL• CAMPLY WRH ALL GUJERNING FEDERAL,STATE AND LOCN.tAWS,ORDINANCES,CODES,RULES �
AND ANY UTiLffY COMPANY REGULATIONS AND DIRECTNES. qND REGUtA710NS. WtiERE 1HE COMRACT DOCUMENIS D(CEED THESE REQUIREIdENTS,THE CANTRACf �•mE COMRACTOR SHALL GRUB THE SfTE AREA AND ANY ACCESS ROAD,CLEARIN6 AND REMOVING ��A��E (
3.AI.I.MATERIALS SUPPUED BY THE ATkT REPRESENTATNE,AND THE CONTRACfOR,SHALL 8E IN5fALLED �UMENfS StV+1L GOVERN. IN NO CASE SHAL�WORK BE INSTNIEU CONtW1fi1(TO OR BELOW MINIMUM A MINIMUM OF 6'TO ACHIEVE A STABLE SUB-BASE TO ACCEPT FlLL OR OTHER MATERW.SPECIFlED
���pp�ppR� fOR THE S(TE AND NOT REUSED IN ANY PART OP THIS PROJECT. INTERNATIONAI.rr �
IN ACCORDANCE W(TH ALL LOCAL AND NATIONAL CODES, LAWS, ORDINANCES, REGULATIONS AND PER
MANUFACTURER'S RECOAIMENDATIONS. B.UTILITIES: COMPLY WITH NJ.APPLICABIE RULES,RESfRICT10NS,AND REQUIREMENTS OF THE UTILfTY 2. R IS THE CONTRACTOR'S SOLE RESPONSIBILl1Y TO CALL iHE LOCAL LOCATING AUTHORI7IES TO
4.ANY CONTRACTOR SUBMfRING BIDS ON ANY OF THE WORK IS REQUIRED TO V1SR EACH SffE PRIOR COMPANIES SERI�ING THE PROJECf StTE/FACIUTIES. ROJECT AREA. THE CONTRACfOR SRHN.LUPtAC�E THESE�EMS ON THE AS BUI�DRAWINGS�RE 9830 S. 51ST STREET !
TO THE 81D SUBMttTAL AND FMIILIARIZE HIMSELF/HERSELF WfTFi'fHE IXISTING COND1T10NS AND C.NON-COAIPLIANCE SHOULD ANY WORK BE PERFORA1m WHICH IS FWND NOT TO COIAPLY WffH ANY Of PHOENIX,AZ 85044-5677
UNDERSfAND THE SCOPE OF WORK INTENDED FOR THE PROJECL THIS W�LL BE PERFORMED AT THE 7HE ABOVE,CONTRAf."fOR SHALL PROVIDE AI.L WORK AND PAY Al.l COSTS NECESSARY TO CORRECT THE 3. IF IANDSCAPING IS REQUIRED,SUBAIR 1W0 COPIES OF THE LANDSCAPE PUW UNDER NURSERY i
CONfRACTOR'S IXPENSE. DEFlCIENCIES. LEfTERHEAD TO ATkL IF A tANDSCAPE ALLOWANCE IS INCLUDED,PROVIDE A LIST OF PROPOSED
ITEMS AS WELL AS A LpNDSCAPE PLAN ON NURSERY�EfTERHFAD. {
5.THE DRAWINGS AND SPECIFlCATIONS ARE A GENERpL DIRECTIVE FOR THE SCOPE OF WORK. EXACT
PLANS PREPARED BY:
DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FlEtD.THE CONTRACTOR IS TO VERIFY THE �•5 REF�Q�CE STAl�ARDS 4.ALI.ROADWORK AND MATERWS SHALL CONFORAI TO ALL STATE AND IOCAL CODES IN �
DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL DISCREPANCIES TO ATdtT PRIOR TO ACCORDANCE WffFl THE DEPARfMENf OF HIGHWAY AND PUBLIC TRANSPORTAiION 5TANDARD �
COMMENCING THE REINTED WORK. ANY A11NOR ERRORS OR OMISSIONS IN THE DRAWINGS AND A ALL IATESf PUB�SHED SfANDAftDS Of THE FOLLOYlING ASSOCIATIONS/ORGqNiIAT10NS SHALI.BE SPECIFlCATIONS.
SPECIFlCATIONS,DOES N07 IXCUSE THE CONTRACfOR FROM CONPlEf1NG THE PROJECT AND FOLLOWED AND APPLIED WHERE APpt1G161.E,pS MINIMUAI REQUIREMENTS. I
IMPROVEAIENTS IN ACCORDM7CE WITFi THE INTENT OF THESE DOCUMENTS. �� ��������n0�������. 5.THE ACCESS ROAD, IF REQUIRED,WILL BE CONSfRUCTED FlRST BEFORE ANY OTHER WORK ON THE i
2 (ASTAI)AIAEftICAN SOCIEIY FOR TESiING AND MAlERWS. SfiE IS PERMtTTED. BRING THE ROAD TO SU88�4SE COURSE TO ALLOW CON5TRUCTION TRAfFlC TO 13sss w. tst Ave.
6.ALL SfTES SFWi BE KEPT ClEW AND FREE Of DEBRIS ON A DAILY BASIS.ALL TRASH AND USE THE ROAD FOR THE PROJECT,AND COMPLETE THE ROAD AF1ER THE CON5TRUCTION Of THE SfTE Gowen,Co 8040t
MATERNLS NO LONGER BEING USED AT THE SffE A1USf BE REMOVED AND PROPERIY DISPOSED OF ON 3� ��-)���1���TOR't'. IS SUBSTANiIALLY COMPLEfE. P:303-325-5608 F:303-325-5629 I
A DAILY BASIS. ANY IXCESS MATERIAL WILL BE RETURNED TO AT�T AND DELNERED TO THE 4) (�CEA)INSUTATED CABLE ENqNEERS lSSOCIA710N.
WAREHOUSM6 FACII.IfY PER THE DIREC770N OF ATdd. 5) QEEE)IN5RME OF ELECTf21CAL AND ELECfRONIC ENGINEERS. 6.ALL SlTE AREAS AND ACCESS ROADS ARE TO BE CON5fRUCTED TO HAVE A POSRIVE DRNNAGE
6) (NBFU)NATIONN.BOpRD OF FlRE UNDERWRRERS. ROW AWAY FR0�1 THE S(TE AND EQUIPMENT. AN`(DISCREPANCIES IN THE DRAWINGS OR
7.THE CONfRACTOR SHAtl NOT PROCEED WRH ANY WORK AT THE SfTE PRIOR TO A NOTICE TO 7 (NELU) NATIONN.ELECiPoCN.IAMIUFACNRERS ASSOCIATION. SPECIFlCATION MUST BE BROU6HT TO THE ATTENfION OF ATkT IMMEDIATELY. I
PROCEm(NTP)HAS BEEN ISSUED AND A PRE-CONS7RUCTION AIEETING AT THE SfTE W�S TAKEN PIACE. 8; (NESC)NATIONAI.ELECiRIC SAFEfY CODE O R�� ;
9) (NFPA)NATIOWU.FlRE PROTECTION ASSOCViTION. 7•ALL ACCESS ROAD AND SI7E AREAS WILL HAVE AN UNDERLAYMENf OF MIRAf7-500X GEOTEXfiLE t��Q . �SJ' '
8.ALL WORK AND MATERIALS FURNISHED BY THE COMRACTOR SNALI.HAVE A WRfITEN 18 MOMH 10) (UL)UNDERWRtTER'S IABORATORIES. FABRIC,OR APPROVED EQW�L. O�• ��R jA�• F I
WARRANfY STARTING AT THE ACCEPfANCE OF iHE StfE FROIA AT&T. ��) (gp�p)BUItDING OFFICWS$CODE ADIAINISfRATORS. •QQ FS'�'.
12) (NEC)NATIONA�EIECiRICN.CODE. S.A SOIL STERIIJZER SW1lL BE APPLIED TO ALL GRAVEL SURFACES,AND BE AN EPA REGISfERED . i
9.THE CONTRACTOR SFIALL HAVE DESIGNATED A MANAGER ON SITE AT ALL T1MES TFIAT ANY WORK IS LIQUID COMPOSITION AND OF PRE-EMERGENCE DESIGN. THE PRODUCT LABEL AND INFORMATION WILL ;y ' ;"
BEING PERfORMEO. A SUB-CONfRACTOR IS NOT DffINED AS A DESIGNATED MANAGER. BE GNEN TO ATdcT. �_ �y o �� �
t.6 PFlUIIPS �Y s� -n(e
10.THE CONiRACTOR ShWl PRONDE A SCHEDULED IJSi OP ALL SUB-CONTRACTORS, WHICH SFNLL CE AND SNOYY, ROOTS SOD R BBISHEANDOTHER DELEfERiOUS OR OSRGANIMCJ MATfER'MATERW. M 'P � � �{/�� �
INCLUDE ADDRESSES, CELL PHONE NUMBERS, HOiAE PHONE NUMBERS,VERIFlCATION OF INSURANCE,ANY A GENERAL: ALL PERA1ffS REWIRm BY ALL MPLN',ABLE AGENCIES,WILL BE OBTAINED BY SUBCONTRACTOR. SHALL CONFORM TO THE FOIIOWING GRADATION REQUIREMEMS: � • ,.°�� �
AND ALL PERTINENf LICENSES,AND AN ACCURATE SCHEDULE FOR THE PROJECT PRIOR TO THE �S��•••+��� �� i
ISSUANCE OF AN NfP. n
1J SUBIrT171LS SIEVE NI7116ER R PASSING 8Y WEIGHf n
11.THE CONTF2ACTOR IS TO KEEP A COMPLEfE AND UP-TO-DATE SEf OF THE DRAWINGS, 4' 104 VIONfl�� i
SPECIFlCATIONS,SCOPE OF WORK,AND BILL OF AIATERW.ON THE SffE AT ALI.TiMES. THIS WILL BE A REQUIRED SUBIAIfiAlS INCLUDE tJSf OF SUBCONIRACTORS;PRODUCT DATA;SFIOP DRAWINGS;SAIIPLES; �
REFERENCm AS THE AS-BUILT ORAWINGS AND MUSf BE KEPT CURRENf ON A DAILY BASIS. THIS IS IN 7EST REPORIS;CEKTIFlCATIONS;WARRANTIES;A4VNfENANCE IAANUNS; RECORD DRAWINGS;AND VARIOUS ��2• �-� >- � � �
ADDITION TO THE PERMR SEf. ADAIINISfRA1NE SU81AfITALS. �4 �-�5 m Y Y � j
/10 30-60
12.A NEW AND CLEAN SEf OF CONTRACT DOCUMEMS WILL 8E ISSUED TO THE CONiRACfOR NEAft THE B.RECORD DOCUAIENTS:INDICATE ACTUAI.INSfALLED LOCATNNJS FOR ALL EQUIPYEM AND DEVICES ROUIING /40 70-30 !
COMPLEfION OF THE PROJECT TO BE USED TO TRANSfER THE INFORMATION fROM THE FlELD COPY OF OF AIAIOR INfERKKt RACElMAYS,LOCAIIONS OF ALL CONCEALm AND UNDERGRWND EQUIPMENf AND #100 5-20 0 �
AS-BUILT DRAWIN6S TO THE NEW COPY.THIS NEEDS TO BE SUBMfiTED TO ATkT WfTH THE CLOSEOUf RACEWAYS AND ALL APPROVED►IODIFICATIONS TO THE CONfRACT DOCUMENIS,AND DEVNTIONS NECESSffATED �200 p_g � I
DOCUMEWTS. 8Y FlELD CANORIONS AND CHANGE ORDERS. � I
10.ALL FlLL DIRT SHALI.BE CLEAN AND NATURAL, tREE FltOM ANY DELEfERIOUS ►MTERWS,ROOTS, �
13.ON ANY CO-LOCATION SfiE,THE COMRACTOR AND ANY AND ALL ASSIGNS ARE N0T TO USE C.SAFEIY AIEEfIN6(S)AIINUfES. �z j
ICE, SNOW,SOD,AND RU881SH. A COPY OF All DELNERY 11CKEfS N7LL BE SUBMffTED TO ATkT o
IXISfING POWER OR TA►iPER WfiH ANY EQUIPMENT BEIONGING TO ANY OTHER CARPoER. FAILURE TO Z z - I
ADHERE TO THIS WILL CAUSE IAI►AEDIATE DISMISSAL OF'fHE COMRACTOR FROM THE PROJECT. D.NUMBER OF COPIES OF ALL SUBM(ITAIS:1W0 WfIF1IN 24 HOURS FROM THE DELNERY. p o� �
a � o �
71.ALL TRENCHES SHALL HAVE A SIX-INCH BASE OF CLFAN SAND FlLL TO ACCEPT THE CONDUfTS, �
14.THE CONTRACTOR IS RESPONSIBLE FOR SCHEDWNG ALi.INSPECilONS AND TESfING REQUIRED FOR �8�w�y��� AND ANOTHER 12"OF Ct.EAN SAND FlLL ON TOP OF THE CONDUlTS. THE REMAINDER OF THE � �� � i
FACH PROJECf. A 48-HOUR NOTIFlCATION TO ATdcT IS REQUIRED FOR ALL INSPECfIONS IWD TESiING. TRENCH SHALL HAVE A CLEAN COMPATIBLE FlLL PLACm IN AIAXIMUM LIFTS OF 8',AND MECW�NIGVLY w �o w
A FlELD COP`f OF ALL INSPECiION AND TE5fING REPORTS AS WELL AS TRUCK TICKEfS MUSf BE A MANUfACiURERS QUALIF7CATIONS:NOT LESS 1FiAN THREE YEARS IXPERIENCE IN THE ACTUAL PRODUCiION COMPACTED TO A DENSRY OF 95R. MEfAWC WARNING TAPE SHALL BE PLACm AT 12'BELOW o a v � j
SUBMRfED TO AT&T WfTHIN 24 HOURS OF THE INSPECTION OR TESf. pF 7HE SPECIFlED PRODUC(S. i
FlNISHED GRADE ALON6 THE ENTIRE TRENCH. N�
75.THE CONTRACTOR IS RESPONSIBLE TO VERIFY ALL MATERU�L ISSUED TO HIM/HER,AND TO REPORT B.INSfN1ERS QUAIJFICN710NS:FlRIA W(TH NOT LESS iWW FNE YEARS IXPERIENCE�N THE INSTNIATION OF w ��� '
ANY SNORTAGES AND DISCREPANCIES TO ATdcT AT THE TIME OF ISSUANCE THE CONTRACfOR SHALL ELECTRICAL SYSfEIAS AND EQUIP►AENT SIMIIAR IN SCOPE AND COMPI.EXRY TO THOSE REQUIRED fOR iHIS �2•ALL COMPACTION OF SIfE AREAS SW1LL BE ACCOMPLISHED BY AIECHANICAI MENJS. LARGER cn t- °' `° ;
N
SiORE THESE MATERW.S PROPERLY,ACCORDING TO THE A4WUFACNRER'S RECOMMENDATIONS AND IN A PROJECT,AND HAVING SUCCESSFULLY COMPLEfED AT tfAST TEN COMPNtABLE SG�E PRQIECTS. NtEAS SHALL BE CO�iPACTED BY A SHEEP'S F00T VIBRATORY ROLLER WEIGHING AT LEASf 5 TONS. O � o 0 0
M�WNER THAT WILL NOT VOID THE WARRANfY ON ANY ITEM. IF ANY�fEM IS DAMAGED OR UNUSAB�E SMNIER AREAS SHALI.BE CO�IPACTID 8Y A POWER-DRNEN W4ND-HELD TAMPER. Nl.COMPACTED � � � �
DUE TO I►APROPER W�NDLING AND STORAGE,THE CONTRACTOR WILL REPLACE R AT HIS/HER IXPENSE. C.INCIDENTAI.WORK:PAINf1NG,PATCHING WELDING,CARPENiRY,11ECHANIGV.WORK AND THE IJKE REUUIRED ARFAS SHALI BE COMPACTED TO W(iHIN 95X,AND TESTED BY AN INDEPENDENT LABORATORY. fi i
FOR WORK SWJl BE PERFORMED BY CRAFfS1AAN SKILLED IN iHE APPROPRIAiE 1RADE. WILL BE THE RESPONSIBILf1Y OF THE CON1RACfOR TO SCHmULE THE TESTING. AM'SCHE�ULING � � � cv r�
16.THE CONiRACTOR IS RESPONSIBLE TO FURNISH PROPER FACILITIES FOR THE WORKERS ON EACH FOR A PROCTOR WILL 8E THE CONfRACTOR'S RESPONSIBIL111',AND MUSf BE DONE IN A TIMELY Z I
PR0.IECT FOR THE DURATION OF THAT PRAlECT. �.g���g FASHION TO ASSURE THE PRQIECT WILL NOT 8E DELAYED. DRAWN BY: KR I
73.MIY FlLL OR STONE WILL 8E PLACED IN MAXIMUM 8'IJFTS PRIOR TO COMPACitNG CHECKED BY: KS �
17.THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE PRESENf CONDffION OF ANY IXISTIN6 A GENERAL: DURING AND UPON COAIPLETION Of THE WORK,AftWWGE AND PAY ALL ASSOCIATED COSTS DR.4VNNG DATE: 10/26/12 i
BUILDINGS, LANDSCAPING, FENCING, EQUIPNENT,WALKS, DRNES,AND ATfACHMENTS. IF ANY DAMAGE FOR INSPEC710NS OF ALL ELECiRICAL WORK INSTNIED UNDER THIS CONtRACi,IN ACCORDANCE WIT}i THE �4. FlNISHED GRADE, INCLUDING TOP SURFACE COURSE,SHALI D(TEND A IAINIMUM OF 12"BEYOND �
SHOULD OCCUR,THE CONTRACfOR IS RESPONSIBLE TO RESfORE THE DAMAGE TO A BEffER OR NEW CONDtTIONS OF THE CONTRACT THE StfE FENCE AND SWU1 COVER THE AREA AS INDICATED. �
CONDITION.
B.INSPECiIONS REQUIRED:AS PER THE UWS AND RE6UTATIONS OF THE�OCAL AND/OR STATE AGENCIES SITE NUMBER:COU4145
NAVING JUPoSDICTbN AT THE PROJECT Sf1E. 15. USE RIPRAP IN ANY AREAS WfTH A SLOPE GREATER TWW 2:1, IN THE ENTIRE DRCH FOR 6 FEEf SITE NAME:SUNBURST MONOPINE
C.INSPECfWN AGENCY:APPRO�ED BY THE LOCiV.AND OR STATE AGENCIES WIVING JURISDICTION AT iHE �N ALL DIRECTIONS AT CULVERT OPENINGS,AND WHEREVER INDICATED ON PIANS.
� CROWNCASTLE SITE NAME
�E��' 16.SEED FERTILIZER AND STRAW COVER SHALL BE APPLIED TO ALL OTHER DISRJRBED AREAS, �
PART 1 - PROJECT GENERAL NOTES D.CF.RfIFICATES: SUBMR ALL REQUIRED INSPECiION CERTIFlCATES qpp�ED�TO�SUR ACE CO D 0 SNTHA�WILL EINCOUiRAGE ROOTI G�DPREPARE 3URFACE P OPERLY TO CROWN-VAIL !
ACCEPT THE SEEDS. SOW SEEDS IN TWO OPPOSITE DIRECfIONS IN 1WICE THE QUANiT1Y
1.10 DELNF_RY tmae.r.E AND FW�DLNC BUSINESS UNIT NUMBER i
�•� ���� RECO►AMENDED BY THE SEED PRODUCER.
A PROVIDE ALL LABOR,AIATERLAL,TOOLS,EQUIPMENT,TRANSPORTAiION AND SERVICES NECESSARY fOR AND �.P�KIN6 AND SHIPPING:DELNER PRODUCTS IN ORIGINN.UNOPENED PACKAGING,PROPERI.Y 17.THE CONTRACTOR IS RESPONSIBLE TO ENSURE GROWTH OF THE SEEDED AND LANDSCpPED AREAS 810106
INCIDENTAL TO COMPLEf10N OF ALL WORK/S INDICATED ON iHE DRAWINGS AND/OR AS SPECIFlED HERON. ��FlED WRH UMlUFACfIJRER'S IDENTIFlCATION,AND COMPWWCE LABELS. BY WATERING, SiRAW, MULCH, NET,AND ANY O1HER PROPER LANDSCAPING MEiHOD NECESSAKY. ALL 'i
AREAS MUST W1VE SUSiAINED GROWfH BY THE T1ME OF COAIPLEfION OF THE PROJECT. SITE ADDRESS
1.2�RAW�JG USE AND IN1ERrREiATION B.STORA6E AND PROTEC710N:CANPLY WfiH ALL IAANUFACTURER'S WRIT7EN RECOIAIAENDAiIONS. i
STORE ALL PRODUCTS IN A MANNER WHICH SFW.L PROTECf 7HEM FROM DAMAGE,WEATHER, 18.THE CONiRACTOR SFWl PROTECT ALL A(tEAS FROM WASHOUTS AND SOIL EROSION.SfRAW BALES 1309 ELKHORN DRIVE
A THE DRAWINGS ARE DIAGRAMMAiIC AND INDICATE THE GENERAI.ARRANGEMENf OF SYSTEMS AND EQUIPIAENT M7D ENfRY OF DEBRIS. SHALL BE PLACED AT THE INIEf APPROACH TO ALL NEW OR IXISfING CULVERiS. VAIL,CO 81657
EAGLE COUNTY �
UNLESS INDICATED OTHERWISE BY DIMENSIONS OR DEfqILS.EXACT EQUIPMENT LOCATIONS AND ROUTINGS,ETC. C.DAMAGED PRODUCTS: DO NOT INSfN1.G4MAGED PRODIkTS. ARWWGE FOR PROMPT USA i
StWl 8E GOVERNED BY AC7UAL FlELD COND(TIONS AND/OR INSfRUCfIONS OF iHE ENGINEER AND/OR GENERAL REPLACEMENf.
DYNAMICS.
�SHEET TITLE �
AT&T i
GENERALNOTES �
SHEET NUMBER I
GN7 �
- I
�
.� ,pE�, PART 2 - PRODUCTS `� o- '
t.ALL MATERW.S, LABOR,AND METHODS StWl CONFORM TO ALL APPLICABLE/STM AND ACI �,'(HE CONTRACTOR IS RESPONSIBLE FOR ALL PERMf)TING, FlIJNG,AND fEES IN CONJUNCiION WITH THE PROJECT. �a�/�/� �
5TANDARDS AND REQUIREMENTS. tT IS THE CONTRACTOR'S RESPONSIBIUI`(TO INSURE TFIAT ALL 2•1 GQlERAL �� ����t
STANDARDS ARE MEf,AND TO BE ABLE TO PRODUCE THE VERIFlCATION OF THESE REMS UPON Z.THE CONfRACTOR SFUUl SCHEDULE Atl.NECESSARY INSPECTIONS W(TN THE PROPER AUfHORfOES AND INFORM ATkT A GENERAL REQUiREMENTS: ALL MATERV�LS AND EQUIPMENT SHALI. BE IN ACCORDANCE WfTFi
REQUESf. 48- HOURS IN ADVANCE.ALL TICKEfS AND INSPECTION VERIFlCATIONS WILL BE SUBAItiTED TO ATdcT WffHiN 24 HOURS CONiRACT DOCUMENfS AND STANDARD PRODUCfS OF THE VARIOUS ANNUFACTURERS,WfTH ALL i
2.THE CONTRACTOR SWJl SCHEDULE Al.l.INSPECTIONS AT THE TES'fiNG LABORATOtZY,AND INFORM ��T�E INSPECTION HAS TAKEN PtACE. MATERWS AND EQUIPMENf TO BE NEW, CLEAN, UNDAMAGED,AND FREE OF DEFECTS AND
ATkT MrtTHIN 24 HOURS OF THE INSPECTION OR TESL THE iE5f WILL INCLUDE SLUMP,AIR CORROSION. i
3.All IABOR AND MAtERNI.SHN1.CONFORM TO ALL LOCAL, SfATE,AND NATIONAL CODES, RULES, REGUtATIONS AND
ENfRAINAIENT,7EMPERATURE,AND TEST CYIJNDERS. A TOTAL OF FlVE CYLINDERS SHALL BE TAI(EN $7'pNDAItDS. 6.ACCEPTABLE PRODUCTS: iHE PRODUCT OF A SPECIFlED OR APPROVED MANUFACTIIRER WILL BE R w � I
DURING EACH POUR OR FOR EACH 50 YARDS IF THE POUR IS OVER 50 YARDS. THE FlRST ACCEPTABLE ONLY WHEN THE PRODUCT CO►APUES WRH OR IS MODIFlED AS NECESSAR'f TO COAIPLY �CA�TI N !
CYLINDER WILL BE BROKEN AT 3-i/2 DAYS,A SECOND AT 7 DAYS,A THIRD AT 14 DAYS AND A 4.ALL EQUIPMENT,WIRING,AND MATERIAIS MUST HAVE A UL LABEL. WRH ALI.REQUIREAIENfS OF THE CONTRACT DOCUMENTS. !li L L I
FOURTH AT 28 DAYS. THE LAST CYLINDER WILL BE KEPT SEPARATELY FOR FUTURE USE IF INTERNAiIONAt�y
NECESSARY. 5.ALL WORK SHN.L BE DONE 8Y QUN.IFlED AND EXPERIENCED JOURNEYMEN AND PERFORMED IN A WORKMANLIKE C. COMMON ITEMS: WHERE MORE TI1AN ONE OF ANY SPECIFlC REM IS REQUIRED,All SHN1.BE OF I
AIANNER AND SW1lt.PROCEED IN AN ORDERLY MANNER SO AS NOT TO HOLD UP THE PROGRESS OF THE PROJECT. 7HE SAME IYPE AND MANUfACTl1RER.
3.ALL CONCREfE FOR THE PROJECT SHN.L HAVE A 28-DAY STRENGTH OF 4,000 PSI AND A SLUMP I
OF 5"MAXIMUM WfTH THE MIXRIRE PROPORiIONS MEETING THE ASTM AND ACI RE�UIREMENTS. ALL 6.THOROUGHLY TEST ALL LINES, fEEDERS,EQUIPMEM,AND DEVICES WRH MAXIUUM LOADS TO ASSURE PROPER D. UL LISTING: ALL MATERIALS AND EQUIPMENT SHN1 BE UNDERWRffERS LABORATORIES(UL)t15fED 9830 S. 51 ST STREET
ADMIXTURES AND UATERIALS USED FOR THE CONCREfE MIXTURE SHAt1 Al.SO CONFORM TO THE OPERATION. AND tABELED,WHERE UL 5fAtJDARDS AND IJSiINGS IXIST FOR SUCH MATERWLS OR EQUIPMENL PHOENIX,AZ 85044-5677 i
PROPER ASfM REQUIREMENTS.
7. CONDUflS AND FTTTINGS FOR OUTSIDE APPLICATIONS SW4L BE RIGID OR NON-A1EfALl1C UNLESS OTHERN7SE NOiED. y,p pp�rpy Sy57prg
4.THE CONiRACTOR WILL INSfRUCT THE CONCRETE SUPPLIER TO HAVE AN APPROVED PLASTICIZER CONDUfTS AND FfTTINGS FOR INSIDE BUILDING RUNS ABOVE CQUNGS SHALL BE EMT. SUPPORT ALL CONDUfI'S WfiHiN 3 PLANS PREPARED BY:
ON THE TRUCK TO AID IN 1HE POURING pND PIACING OF PIERS AND FOUNDAl10NS. FEET OF Nl JUNCTION BOXES AND AT 8-F00T INTERVALS OR LESS AS NEEDED WfTH APPROVED ANCHORING DEVICES. A RACEWAY SIZING: AS REQUIRED BY NEC(�IINI►IUM)WItH OVERSQED RACEWAYS AS INDICATED ON DRAWINGS. '
AIINIMUTA CANDUR SIZE 3/4-INCH,UNLESS INDIGUED OTHERWISE.
5.NR ENfRAINING AGENT SW�LL BE USED IN ANY CONCREfE IXPOSED TO FREQING TEMPERATURES. 8•At1 WIRES SFWLI.BE COPPER; USE OF AI.UMINUM CONDUCTORS WILL NOT BE PERMITTED.SEE ELECTRICAL PLANS FOR �
SIZING AND LOCATIONS. USE PROPER SIZE CONNECTORS PER LOCAL, STATE,AND NATIONpL CODES. B.RACEWAY 1YPES: PoGID GALViWRED S7EQ.CONDUtT,ELECTRICAL AIEfALLIC iUBING(ELfT),Fl.EXIBLE STEEI. r�
6.THE COMRACTOR IS RESPONSIBLE FOR ALL EMBEDMENT LOCATIONS,SRES,AN�PROPER CONDUIT,LJQUID-TIGHf FLE)(IBLE 5fEEl CONIXJff,SCHEDIJLE 40 HEAVY WAIl,AND SCHEDULE 80 EXiRA- �^" I
ANCHORING TO HOLD iHE fTEMS IN PLACE ACCURATElY. 9. CONOUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WfTHOUT SPLICES. HFAVY WW.L PoGID NON-MEfAWC(PVC)CONOUtf,CONFORMING TO APPLK',ABLE ANSI,NEMA AND UL
STANDARDS. 13969 W. tst Ave.
7.THE CONiRACTOR WILL SUPPLY AND USE A RELEASING AGENT ON N1.FORMS. ANY ATfACHMENT 10. PROVIDE PULL BOXES WHERE SHOWN AND WHERE REQUIRED BY CODES AND lfi1.IfY COAIPANIES. Golden, Co 8o4ot I
TO EXISfING CONCREfE AREAS N7LL BE DONE WfTH SMOOTH DOWELS AT 18'0/C WIIFi A MINIMUM 6" C.i'fiTINGS: ALL RACEWAY FITfiNGS(IXCEPT FOR RIGID NON-MEfALLIC CONDUfn TO BE STEEI.OR AINIEABLE P:303-325-56os F:3o3-325-5629 I
EMBEDMENT IN EACH DIREC110N AND AN APPROVED BONDIN6 AGENf TO BE APPLIED TO THE IXISTIN6 11•Nl CONDUIf ROUGH IN SFWl 8E COORDINATED WfTH THE MECHANIG�t.EQUIPMENi TO AVOID LOCATION CONFUCTS. ��N,AND UL-115fED FOR iHE INfENDED APPLICATION. E►Af FffTING TO BE COAIPRESSION'IYPE. i
SURFACE. CONTRACTOR SHALL VERIFY ALL LOCATIONS. D.OtJiLET BOXES(SURFACE MOUNIED):CADMIUM PLAIID CAST OR MALLEABLE IRON.
8.ALL EXPOSED CONCREfE WILL FWVE A UNIFORM FlNISH AND BE SLOPm FOR 72.ALL WIRES StiALI.BE TAGGm AT ALL PULL BOXES,J-BOXES, EQUIPMENi BOXES,AND CABINEfS W(TH APPROVED E PULL AND JUNCTION 80XES AND WIREWAYS:USE AS INDICATED/WD REQUIRED. JUNCiION BOXES FOR �
DRAINAGE OFF THE SURFACE UNLESS OTHERWISE NOTED IN THE PUWS OR P��T�• GENERAI.INDOOR USE(DRY LACATIONS)TO BE OF GN.VANIZm CADE GN1GE 5fE�.CONSiRUC110N AIINIIAUAI �1Ap0 REG/s�, I
SPECIFlCATIONS. 4'SQUARE x 7 7/2'DEEf'WffH SCREW-ON CONETtS. WIREWAYS TO BE UL 11SIED,SHEEf SIEEI. ��` "''• F
13.ALL BREAfCERS IN LOAD CENfER SHALI.BE IDENTIFlED WRH IYPE WR(1TEN LABELS NEATLY PIACED ALONG SIDE Of CON57RUCTION WffH SCREW-ON COVERS. FOR EXTERIOR AND DAMP OR WEf INDOOR LOCAiIONS�USE BOXES � s''�ER�AMF�` �
9.7HE CON7RACTOR SWW.PROTECf THE CONCREfE FROM ANY ADVERSE WEATHER CONDfIIONS; THE BREAI(ER• AND WIREY/AYS APPROVED FOR SUCH USE. :,`OQ s�•, I,
PREMATURE DR'71NG AND AIECWWICAL INJURY TO INSURE PROPER CURING �� � I
10.THE CONTRACTOR SW1LL BE RESPONSIBLE FOR TNE USE AND CONTItOL OF ANY MECHANICAL AND tMGE�ENOUGH TQ�COM OM DATE THE�REQUIRED2NUMB R OF GROUNDING CONNECTIONS.TFIE HARDWARE SECURING F.PIPE SLEEVES:RIGID 5tEII.CONDUtf OR IRON PIPE.
EQUIPUENT TO INSURE THE PROPER PLACEMENf OF THE CONCREfE TO PREVENi AN1'VOIDS OR N.l.GROUND BARS SHALL BOND THEM TO THE S(RUC7URE TO WHICH THEY ME FASTENm. G.CONDUR SEAtS FOR CAST-IN-PLACE CONCREfE APPIJCATIONS-ACCEPTABLE IAANUFACfURERS: ;� 3461 0 0
�qpg, 0-Z/GEDNEY 1YPE'FSK;THUNDERtJNE CORPoRATION 11NK SEAI.'WRFi 11NK SEAI.WALL SLEEVE 2 Q,r
15.ANY PENETRATIONS THROUGH WALLS, CEIIJNGS,FLOORS,ROOFS OR ANY OTHER SURFACE SFWLL BE CORE DRILLED FOR CORE-DPoLLED AND PRE-GST OPENING MPLICA710NS-ACCEPTABLE IbWUFACNRERS: i
llETdlS AND CLOSED WITH A UL RATED FlRE SAFlNG ASSEAI6LY. If A FlRE RATING IS NOT REFERRED TO ON THE DRAWINGS, 0-Z/GEDNEY TYPE'CSML;'1HUNDERLINE CORP.11NK SEAL." � �°•.,e � .°� �
t.ALI.LABOR, AIATERWS, FABRICA110N AND WORKAtANSHiP SFWl CONFORM TO iHE CODES AND ��TME CONTRACTOR SFWl ASSUME A 1-HOUR RATING. H.SWEQ'S: ALL SWEEPS FOR COMMUNIG110N EQUIPMENT OR INTO CONCRETE PAD SWV1�AIIN.24"RADIUS. ��5� s•�(,�� I
STANDARDS OF ASTM AND AWS. 16.iHE MATERWS AND EQUIPMEM INFOR►AATION ON THESE DRAW�NGS IS BASED ON THE BESf AVAILABLE INFORMATION ONRI. �
2.ALL WORK SHALI.BE DONE BY A CERTIFlED WELDER. THE CONTRACTOR SWU1 SUBMfT A COPY AT THE TIME THE DRAWINGS WERE ISSUED. CHANGES IAAY OCCUR,AND THE CONTRACTOR SHALI.VERIFY ALL tfEMS 23 CONDUCTORS-600 VOLT AND BELOW � � � (
OF THE CERTIFlCA710N TO AT&T. PRIOR TO PtACEMENT,AND MAKE ANY CORRECTIONS WfTHOUT FURTHER COST TO ATdcT. m Y Y Y
A GENERAL: SINGLE-CONIXICTOR 98X CONDUCTMIY,ANNFN.ED,UNCOATED C4PPER CONIXICTORS W(iH '
3.ALL 5TEEL USED SHALI BE H0T DIPPED GALViWiZED. 77.ALI.UNDERGROUND CONOUITS SHALi.BE SCHEDULE 40 P'VC. ALL SWEEPS OR BENDS,AND A80VE-GROUND �-�LT RATID iYPE'THHN/fFiWN'INSULA710N. I
CONDUfTS SW�LL BE RIGID GALVANRED SfEEL OR PVC SCHEDULE 80. ALL CONDUITS NOT TERMINATiNG INfO A CLOSm z i
AREA MU5T BE SEALED TO PREVEM ENTRY OF ANY MOISTURE OR FOREIGN OBJECTS. ALL CONDU(i RISERS TO INCLUDE B•�NNECTORS: NYLON SHELL INSUUTED AIEfAWC SCREW-ON CONNECTORS FOR�14-/10 AWG,AND o
p�Qr�pNp�� SL1P 7YPE IXPANSION JOIM. ���RE OR COIAPRESSION IYPE LUGS AND CONNECTORS W(iH INSUUTING COVERS FOR/8 AWG �
i.THE CONfRACTOR IS RESPONSIBLE FOR 1HE PROPER STORAGE AND W�NDIJNG OF ALL LIATERWS ONCE � I
THEY HAVE BEEN RELEASED FROM THE WAREHOUSE. ��� 24 HANGQ2S AND SUPPORIS � z
t.THE COMRICTOR SHALL VERIfY WRH ATkT THAT ALL CONDUR SYSTEMS, EQUIPMENT, DEVICES, PANELS, LINES,TRAYS, p o� � �
2. INSTALLATION OF ALL MATERWLS SWdl.BE DONE IN SfRICT ADHERENCE TO UANUFACNRER'S A GENERAL• ALL WWGERS,SUPPoRTS, FASfENERS AND HARDWARE StWl BE NOi-DIPPED GALVANQED OR
RECOMAIENDATIONS. BRIDGES,PLA7FORMS,AND ANY/ALL IfEMS ARE GROUNDED PROi'ERLY. r= �� z
EQUNALENT CORROSION RESISfANCE BY TREATMENT,AND SFWl BE INWUFAC7URED PROWCfS DESIGNED � i
FOR THE APPt1CAT14N. � �� o
3.TOWER TECHNICINNS MUST BE CURRENf AN�REWS CERiIFlED FOR CABLE CONNECTOR INSfAtJ.A710NS. 2•THE GROUNDING SYSTEM CONNECilONS SHALL BE MADE WtfH IXOTHERIAIC WELDS MlD/OR MECHANICAL TWO-LUG c.> �v� I,
COMPRESSION CONNECTORS AS INDICATED ON PtANS. USE ONIY STAINLESS STEEL SCREWS, BOLTS WlSHERS,AND NUTS g,TypEg; {{pNGERS,Sf(iAPS,RISER SUPPORTS,CLAAIPS,U-CHANNEL,1HREADED RODS,ETC.AS INDICATED w �o w i
4.THE CONTRACfOR SHN.L PQtFORM THE SWEEP TESf1NG WfIH A WILTRON MEfAL 33D OR EQUAI.,AND FOR FASTENING. OR REQUIREU. � a � � ;
PROVIDE 7Nr0 COPIES TO ATdcT. 7HE REQUIREMENfS FOR THE TESiING RESULTS
WILL 8E ISSUm FROIA AT&T PRIOR TO THE STNtT OF THE PROJECT. iHE CONiRACiOR IS TO 3. CLEiW SURFACES THOROUGHLY BEFORE APPLYING GROUND LUGS OR CtAMPS. IF SURFACE IS COATED,iHE COATING
FlLL OUf TNE FORM ON SHEEf E-5 OF 1HIS DOCUTAENT SEG(SEE PART 4) A1UST BE REMOVED DOWN TO THE BARE MEfAL. AFfER THE COATING HAS BEEN REMOVED,MPIY A NON-CORROSNE 2•5 ElECIRN`A DENiIFlGTpN W N rn c�o �
APPROVED COMPOUND TO THE CLEANED SURFACE AND INSTAII IUGS OR CLAAIPS. WHERE G4LVANIZING IS REMOVED z a � `"
5.THE CONfRACTOR SWd1 REPLACE,AT HIS/HER IXPENSE,ANY CA&ES,CONNECTORS,JUTAPERS,PHASERS, FROM MEfAI, (T SWNl BE PAINTED OR TOUCHED UP WffH COW GALVANRING PNNi SUCH AS GLAVMOX OR EQUAL ti��UTES: THREE-UYER WAINATED PUSTIC WfTH MINIMUM 3/76'HIGH WHffE ENGRAVED CfiMACTERS o 0 0 0 0 ;
AND ANY OTHER fIQAS OR EWTERIALS THAT THE CONTRACTOR DAAIAGES. IF A FAUL7Y PIECE Of IAATERIAL OR ON BLAt:K BACKGROUND AND PUNCHED FOR MECtUNICAI.FASfENING. v� �- -- i
EQUIPMENT IS FOUND,ATdd WILL REPLA(:E tf,BUf TNE COMRACTOR IS RESPONSIBLE TO REINSTALL 4.ALL CLAMPS, SLEEVES,AND SUPPOR75 USm TO SUPPORT OR CHANNEL THE GROUNDING SY5TEM CONDUCTORS AND w
ff AT THE CONTRACTOR'S IXPFNSE. IT IS SIRONGLY RECOMMENDED TFiAT THE CONfRACTOR SWEEP ALI. PVC CONDUfTS SHALL BE PVC tYPE NON-CONDUCTNE. DO NOT USE AIEfAI BRACKETS OR SUPPORTS THAT WOULD B.Fi1SfENERS: SELF-TAPPING SfNNLESS-STEEL SCREWS OF NU�IBER 10-32 SfA1NLESS SfEEt.AIACHINE � z � cv r7 I
IfEA1S PRIOR TO INSTALI.ATION. FORM A COMPLE(E RING AROUND ANY GROUNDING CONDUCTOR. �CR�M�ffli NUTS AND FUT LOq(WASHERS.
C.UNDERGROUND WARNING TAPE SIX-INCH WIDE POLYETfiYLENE TAPE,PERMANENILY BRIGHT COLORED WIfH DRAWN BY: KR j
6.THE FOLLOWING TABLE Wltl BE USED TO DETERMME THE MINIAIU►I-BENDING RAUIUS OF EACH CABLE: 5.ALL GROUNDING CONNECTIONS SHALL BE COAiED WITFI T&8 KOPR SHIELD M7T1-CORROSNE AGENT. NO CONfINUOUS-PRINtED LEGEND INDICATING GENERAL IYPE OF UNDERGROUND IJNE BELOW AND'CAUfION'. CHECKED BY: KS
SUBSTffU110NS ARE PERMfTTED. VERIFY THE PRODUCT WRH AT&T PRIOR TO USAGE. COLORS AS FOLLOWS: 1)RED=ELECtRIC, 2)ORANGE=COAIMUNICAiIONS. DRAWING DATE: 10/26/12 i
ANfENNA TRANS�IISSION LINE BENDIN6 RADII i
DW�1.OF G�BLE �# Rqp�� 6. GROUND THE MlTENNA BASES,FRAAIES,CABLE TRAYS AND RACKS,AND ANY OTHER MEfqLLIC COMPONENfS WfTH/2 D.MARICING PENS:PERUANENT,WATERPROOF,QUICK DR"lING BUCK INK. ACCEPTABLE AIANUFACTURERS: I
GROUNDING CONDUCTORS,AND CONNECT TO THE SURFACE-MOUNTED GROUND BARS. CONNECfION DEfAILS SHALt.BE SANFORD FlNE POIM'SWIRPIE,'OR EQUAL SITE NUMBER:COU4145
1/2 4 5' PERfORMED PER iHE A4WUFACTURER'S SPECIFlCA710NS AND RECOI�IAENDATIONS. li
7/B 5 10' E.WIRE TAGS:NNYL OR NNYL-CLOTH SELF-ADHESNE WRAPAROUND 71PE INDICATiNG APPROPRIATE CIRCUIT SITE NAME:SUNBURST MONOPINE I
7.THE ANTENNA CABLES SHALL BE GROUNDED AT THE TOP AND BOTfOM OF THE VERTICAL RUN FOR IJGHTNING NUMBER,ETC.
t-5/8 7 ?p� PROTECTION. THE ANTENNA CABtE SHIELD SWLLL BE BONDm TO A COPPER GROUND BUS AT THE LOWERMOSf POINT CROWNCASTLE SITE NAME I
OF A VERTiCAL RUN JUSf BEFORE R BEGINS TO BEND TOWARD THE HOR�ZONfAI PLANE. WIRE RUNS TO GROUND q.g p�p�� CROWN-VAIL �
SHALI BE KEPT AS STRAIGHT AND SHORT AS POSSIBLE. THE ANTENNA CABLE SHIELD SWd1 BE GROUNDED JUST
7.1HE CONfRACTOR SHAIL RUN ALL LINES AND CONIXI(fS IN A NEAT,ORDERLY AND STRAIGHT fASHION BEFORE EMERING THE CELL CABINEf. ANY ANTENNA CABI.ES OVER 200 FEEf IN VERTICAL LENGTH SHALL ALSO BE A DRY LOCATION, INDOOR-NELIA 1. i
PROVIDING ANCHORING AS RECOAI�IENDED BY THE IIANUFACTURER AND WFIEREVER NECESSNtY TO SUPPORT EQUIPPED WfTH ADDffIONAL GROUNDING AT MID-POINT. B.WEf LOCA710N OR OUfD00R-NEMA 3R. BUSINESS UNIT NUMBER i
iHE L1NES PROPERLY. 8. THE CONfRACTOR.UPON COMPLEfION OF THE GROUNDING SYSfEM, SW1L1.SCHEDULE A TEST OF THE SYSTEM. 810106 I
�gg� AT&T' REPRESENiATIVE WILL BE INFORMED 48 HOURS IN ADVANCE OF THE TESf. 2J GROl1Na1J6
t.THE CONTRACTOR SWLLI WARRANIY ALL GENERAI.WORK FOR A►AINIAIUAI OF 18 MONfHS OR AS A SY5fElA DESCRIPfION: GRWNDING NEIWORK SY5fEAI SWd.L E5fABUSH AN FARTH-RESISTANCE TO THE SITE ADDRESS
STATED ELSEWHERE IN THE CONTRACT. REFERQJCE GROUND POINf N0T TO IXCEED 5 OHMS fOR&11LDING,CONSISi1NG OF BONDING OF STRUCTURE �309 ELKHORN DRIVE
AND O7HER AIEfAL OBJECTS INCLUDING GRWNDING ELECiitODES AND INTERCONNECTIN6 CONDUCTORS. THIS VAIL,CO 81657
2. ROOf WARRANfY: ALL WORK ON ROOFS SHNl.BE PERFORMED IN FULL COMPLU+NCE WfTH THE SW1LL 8E PERfORUED WfTH 1HE 3 POINT 7ESf METfiOD. EAGLE COUNTY '
ROOF MANUfACNRER AND CONTRACTOR SWV1 OBTAIN WRtfTEN VERIFlCATION FROM ROOF i
MANUFACTURER THAT THE WARRANfY REMAINS VAl.ID AFfER CONSfRUCT10N IS COMPLEfE. B.MA'fERW.- MDICATED AS FOLLOWING: USA i
1.WATER SERVICE METAWC PIPE SHEET TITLE
AT&T i
GENERALNOTES �
2. BUILDING SfEEL SHEET NUMBER I
GN2 �
i
i
,
3.CONDUCTORS: COPPER STRANDED OR SOtJD 71NNED BARE SIZE AS INDICATED 2'�5 iRAl1SFORIAER' 3.6 AIOUNf�HEIGHIS � L I
4.GROUND RODS: 5/8'DIA X iD'-0'LONG COPPER CtAD GROUND ROD A. GENERAL-PURPOSE DRY-'fYPE TRANSFORMERS SHAIL BE ACCORDING TO NEMA TR A GENERAL: INDICATED HEIGHTS Af2E MEASURED FROM THE CENTER OF THE DEVICE OUTLEf BOX TO ����r
1, FqCTORY-ASSEMBIED, GENERAL-PURPOSE, AIR-COOLED. PROVIDE 7W0 TAPS, FOR 1NE FlNISHED FLOOR OR GRADE, UNLESS INDICATED OTHERMIISE REQUEST INSTRUCTIONS FOR '
5.CHEIAM,AL GRWND RODS: XfT GROUND ROD 10'-0'SfRAIGHf SHAff IYPE DE-ENER6IZED TAP-CHANGING OPERATION. INSUL4TE WITH CLASS 220 INSULATION MOUNfIN6 HEIGHTS NOT INDICATED. '
6.COMPRESSION: HYGROUND AS IIANUFACil1RED Bi Fq BURNDY. CONNECfIONS SW�LI.BE ��
AND RATE FOR 150 DEGREES C RISE AT CONTINUOUS OPERATION AT RATED KVA I
PROIECTED FROM CORROSION AS MANUPACTURED BY ZRC CHE�IICN.PRODUCTS CO.,AS NEEDED. �
B. DEVICES: SWffCHES- 48'AF.F. ( RECEPTACLES- 18'AP.F. �THERMO5fAT-48"AF.F. �
7.CONNECilONS: DOUBLE HOLE LUGS FOR ALL AIECHANICN.CONNECTIONS. B. TRANSFORMER SURFACE TEMPER.4TURE RISE TO BE LIMITED TO A MAXIMUM OF 65
8.D(OTHERUIC:CADWELD MlfiFi PROPER AIOIDS DEGREES C. 37�.� ��� I
C. PROVIDE TERMINAL ENCLOSURE, WRH COVER, TO ACCOMMODATE PRIMARY AND C��O�N� �
2•8����� SECONDARY COIL WINDING CONNECTIONS AND ELECTRICAL SUPPLY R,4CEWAY TERMINAL A GENERAL: PROVIDE ALL HOLES,SLEEVES,AND OPENINGS REQUIRED fOR THE COAIPLEfION OF WORK,
CONNECTOR. AND RESTORE ALL DAMAGED SURFACES TO►AATCH SURROUNDING SURFACES. MAIMAIN INTEGRtiY OF ALL �
A GENERAL: HFAVY IXJIY HORSEPOWER RATED,FULLY ENCIOSED,FUSIBLE(WfIH REJECTION fUSE CtIPS) fIRE AND SMOKE RpTED BARRIERS USING APPROVED FlRESTOPPING SYSTEMS. WHEN Cl1TTING HOLES OR INTERNATIONAL y I
OR NON-fUSED AS INDICATED,QUICK-W�KE,QUIq(BREAK SW(fCHING MECIIANISIA INfERLO(�CCm WITH COVER, OPENIN6S,OR INSTAWN6 StEEVES, DO NOT CUT,DAMAGE OR DISTURB STRUCTURAL ELEAIENTS OR
D. CUSHION TRANSFORMER COIL AND CORE ASSEMBLY FROM ENCLOSURE WRH
AND NEW11 ENCLOSURE FOR OR!LOCATIONS,AND NE�IA 3R ENCLOSURE FOR OUTDOOR LOCAiI(N�S,UNLESS VIBR4TION ISOlATION SUPPORTS. REINFORCING STEq, UNLESS APPROVED IN WRRING BY THE PROJECT STRUCTURAI.ENGINEER.
INDICATED OTHERWISE SMfCHES TO BE UBELED AS"SUfTABLE FOR USE AS SERVICE ENIRANCE EQUIPMENT', 9830 S. 51 ST STREET I
WHERE REQUIRED. E. PAINT WITH LIGHT GREY ENAMEL B.CONDUR PENETRATIONS: SIZE CORE DRILLED HOLES SO THAT AN ANNUTAR SPACE OF NOT LESS TWW
1/4'AND NOT MORE TIiAN 1'IS LEFT AROUND THE CONDUR. WHEN OPENINGS ARE CUf IN IJEU OF PHOENIX,AZ 85044-5677 i
B.RATINGS; VOLTAGE,PIiASES,AMPERAGES AND FUSING/S INDICATED. F. TRANSFORMER SHALL BE PAD MOUNTED (PROVIDE HOUSEKEEPING PAD ACCORDING CORE DRILLED, PROVIDE SLEEVE IN ROUGH OPENING. SIZE SLEEVES TO PROVIDE AN ANNUTAR SPACE OF
TO MFR'S RECOMMENDATIONS. NOT LESS TFWN 1/4"AND NOT MORE TWW t'AROUND THE CONDUtT, PIPE, EfC. PATCH AROUND SLEEVE
C. IN iHE FUSm CONFN;URATION,SWfICHES SHAII W1VE AN INiERRUPiING CAPACffY OF AT LEASf 100,000 � TO MATCH SURROUNDING SURFACES. PtFris PREPARED eY: I
AMPS SY11UEfRICAI.AT SIX HUNDRED(600)VOI.TS WHEN USED W(f}i CLPSS RK5 TI�iE DEIAY CURRENf i
LIAI(TING Fl1SES,AND 200,000 AMPS SYAl1AETRICPI AT 600 VOL1S WHEN USED M11TH CtASS RK1 CURRENT PART 3 - EXECUTION 3.8 RACEY/AY S15TEYS
uum�c Fus�s.
D.GUARDS: L1NE SHIEID GUARDS TO PREVENf CONTACT MIfM LNE PAHTS. 3� �� A UNLESS IN�ICATED OTHERWISE, USE RACEWAY iYPES AS FOLLOWS: I
�
E.CONfACfS: SILVER ALLOY;SW(TCH BIADES SHALL BE DE-ENERGIZED IN 1HE OPEN POSffION. A 7HE INSTALtATION OF ALL WORK SHALL 8E IN ACCORDANCE WRH THE INfErIT OF THE CONTRACT 1) OUTDOORS, IXPOSm: RIGID GAI.VANI2ED SiEEL CONDUlf AND SUNLIGHT RESISTANT SCHEDULE 40, 73969 W. tst Ave.
WHERE NOT SU&lECT TO PHYSICAL DAMAGE. Golden. Co 80407
F.LUGS: SOLDERLESS IYPE. ����• P:303-325-5606 F:303-325-5629
G.REJEC110N FUSE CLIPS: PROVIDE FOR FUSIBtE SWffCHES(30-600A)TO PREVENf THE INSTNIATION OF B. INSTALlATION REQUIREMENTS: ALL MATERWS AND EQUIP►AENT SHALI.BE INSTALLm AS 2) tJQUID TIGHT FLIXIBLE STEEL CONDUfT: USE WHERE FLE)(IBLE STEEL CONDUR CONNECTIONS ARE
CLASS H AND CtASS K NON-CURRENf-LIA1(fING FUSES. RECOMMENDED BY THE RESPECTNE AUWUFqCTl1RERS, BY MECWWICS IXPERIENCED AND SKILLED IN REQUIRED IN DRY, DAMP,WEf, OR OILY LOCATIONS, FOR CONNECTIONS TO TRANSFORMERS,VIBRATIN6 j
THEIR TRADE,IN A NEAT AND WORKMANLIKE IdANNER IN ACCORDANCE WfiFl THE STANDARDS OF THE EQUIPA1ENf, EQUIP�IINT REQUIRING MINOR AQIUSTMENI'S5 IN POSI710NS,AND FOR FlNN.CONNECTiONS TO p /� '
H.ACCEPTABLE MANUFACfURER: GENERAL EIECTRIC.SQUARE D,SIEMENS. iRADE,AND SO AS NOT TO VOID ANY WMRANIY OF UL LJ5f1NG. Ai.l.MOTORS AND SIMILAR EQUIPMENi. EN O�'�`oO RE`jIS�.F I
C.ADMINISTRATION AND SUPERVISION: ALL WORK SHALL BE PERFORMED UNDER 7HE CONTRACTOR'S B. RACEWAY ROUTING: AS REQUIRED BY JOB COND(TIONS UNLESS SPECIFlC ROUfES OR DIUENSIONED � .oQ,�ER JAM�.s•• i
Z„Q� DIRECf SUPERVISION,USING SUFFlCIENT AND QUALJFlED PERSONNEL AS NECESSARY TO COMPLEfE THE POSmONS AFtE INDIGATID ON THE DRAWINGS. INSTALL TIGHf TO StAB, BEAMS,AND JOISTS WHEREVER :� �•� i
A UL CUSS RK1,250 VOLT OR 600 VOLT AS REQUIRED FOR SYSiEAI N'NSAGE,DUAI.ELEMENf,TIME DEtAY, WORK IN ACCORDANCE WfiH THE PROGRESS SCHEDULE. THE CONTRACTOR SHALL ASSIGN ONE OR POSSIBLE. ROUTE IXPOSED CONDUR,AND CONDUff INSfN1ED ABOVE CEIIJNGS,PARALLEL OR :�
CURRENf-LIYmNG,200,000 AIC,AMPERE RA7INGS AS INDICATED. SRE AND QUANTIIY/S INDICA7ED ON I�ORE COMPEfENT SUPERVISORS WHO SHAIt.HAVE AUfHOR(TY TO ACCEPT AND IXECUTE ORDERS AND PERPENDICUTAR TO WALLS, CEILINGS,AND 5fRUCTURAI IAEAIBERS. INSfAIl TO IANNfAiN MINIMUM � 34610 �
INSfRUCTIONS,AND WHO SHALL COOPERATE WfTH iHE OTHER COMRACTORS AND SUBCONfRACTORS, HEADROOAI AND TO PRESENf A NEAT APPEARANCE. RUN PARALLEL RACEWAYS TOGEfFiER WfiH BENDS MADE •
�R��• 7HE ENGINEER,AND AT6cT IN ALL MATTERS TO RESOLVE CONFllCiS AND AVOID DELAYS. fROM 7FIE SAME CENfERt1NE VERIFY EXACf�OCATIONS OF ALL RACEWAYS, PULL BOXES,AND JUNCiION � ��� ,
BOXES. RESOLVE ANY CONFLJCTS BffORE INSfALLATION. DO NOT INSTALL HORIZONiAL CONDUR RUNS i
B.ACCEPTABLE MANUfACR1RERS: BUSSMANN'Fl1SEfRON".OR EQUAL BY FERRAZ SHAWMUT. .
D.MINIMUM MOUNi1NG HEIGHf: INSTALL EXPOSED RACEWAY AND ALL OTHER EQUIPMENT(EG. BELOW 7'-6'AFF IN EXPOSED LOCATIONS. � a, �
�sesees
APP�ROVED OTfiERVISE,AND�IXCL�UDING RAC,EY/AY AND EQUIPME'NTE OUNTED�ON WWISNDICATED OR ��pp Np7 RqAg p�(r CONWtfS INfO OR THRU,STNRWAIS,ELEVATOR SHAFIS OR ELEVATOR MACHINE ROOM. �� tl���' � �
2.f0 qRCUIT BREAKERS 2)CONCEAL CONDUIfS ABOVE SUSPENDED CEILINGS WHERE POSSIBLE. 10NA1.E I
A GENERAL• IAOLDED CASE WfIH 1HERMN.AND MAGNEIIC TRIPS UNLESS INDICAIED 0'fHERWISE. MINIAIU►A E.DIMENSIONS AND CLEARANCES: FlELD AIEASURE ALL DIAIENSIONS AND CLEARANCES AFFECiiNG THE
10,000 AAIPS IMERRUPTING CAPACItY,HIGHER RATiNGS AS INDICTED OR REQUIRED 8Y AVAIIABLE FAULT �NSTALLATiON OF ELECTRICAL WORK, IN REIAiION TO ESTABLISHED DATUI�,BUILDING OPENINGS AND 3)COORDINATE ALL CONWtf STUB UPS WffH ROOF TOP EQUIPAIENT UYOUT.
CLEARANCES,AND WORK OF OTHQt TRADES,AS CONSfRUCTION PROGRESSES. r Y Y Y
CURRENf. 4)COORDINATE IN5fALLATIONS OF CONDUffS,EWIPFIENf,EfC.WITH BUILDING OWNER PRIOR TO COMMENCEIAENf m i
B.CIRCUR BRENCERS FOR D(ISTING EQUIPAIENf SEULL BE FROIA TNE SAAIE MANUFACTURER AS 7HE ORMINAL ����� OF IYORK.
EQUIPMENL 0
A CONDIfIONS VERIFlCATION: EXAMINE THE AREAS AND CONDRIONS UNDER WHICH THE WORK IS TO C.RACEWAY INSTAtlATION:CUf CONDUIT ENDS SQUARE USING SAW OR PIPECUTfER AND RErW EACH CUf END F
BE PERFORMED,AND IDENTIFY ANY CONDfTIONS DEfRIMENTAI TO 7HE PROPER AND TIMELY �TM• �1LLY MAKE NJ.CONWIT BENDS AND OtFSEfS SO THAT THE INSIDE DNMEtER OF PIPE IS N0T c�
2•�� ������P�� COMPLEfION OF THE WORK. DO NOT PROCEED UtJTIL UNSATISFACTORY CONDtfIONS HAVE BEEN REDUCED• MAKE BENDS 50 1W1T LEGS ARE IN THE SAAIE PLANE. MNCE OFFSETS SO TFNT LEGS ARE IN THE �
A 7W0-ROW CIRCUff BRENCER MI(fH LWNS.RATINGS AND BRMICN DEVICES AS INDICATED. CORRECTED. SN�IE PIANE AND PARALLEL. PROiECT SIUB-UPS FitOAI DAA4AGE,AND CAREFULLY REBEND WHEN NECESSARY. z o i
3.3 COORDINA710N D.FITTINGS: MAKE UP ALL RACEWAY FTTfINGS TIGHf SO iliAT FlNN.INSTAilAiION OF RACEWAY,FTf71NGS AND p o t= � �
B.AIINIt�UM 10.000 AIC FOR 208V/240V UNLESS OTHERWWISSE NOTED. ENCLOSURES CANSOTUfES A FlRM AIECHANICAL ASSEAIBLY AND A CONi1NUWS ELECiRICAL CON�NU(TY. PROVIDE t=
C.LOCKABLE COVER,COPPER BUS. 0.GENERAL: SEQUENCE, COORDINATE AND INTEGRATE iHE INSfALUTION OF ALL LIATERWS AND INSU(ATING BUSHINGS ON WNDUIT TERIAINATIONS. �- U � o �
� � � �
EQUIPMENT FOR EFFlCIENT FLOW OF WORK,IN CONJUNCTION WfTH THE OTHER TRADES: REVIEW THE v �N
D.LOAD CENfF.R SW�LL HAVE MAIN qRCUPf BRFAKER(LOCKABLE IN ON k OFF POSRIONS). DRAWINGS FOR WORK OF iHE OTHER TRADES,AND REPORT AND RESOLVE ANY DISCOVERm E PROiECiION: PROTECf ALL RACEWAYS,ENCIOSURES AND EWIPAIINf DURING CONSfRUCTION TO PREVENf w � o w
DISCREPANCIES, PRIOR TO COMMENCING WORK. ENfRY OF CONCREfE,DEBRIS AND OiHER FOREIGN AUTfER. fREE CLOGGED CONWffS OF ALL OB5fRUCTIONS, o a c� � I
E COPPER BUS 9ARS(ALUMINUAI W�IPONENTS IN ELECTRIG�L DEVICES IS PROHIBfiEO),ISOtA1ED NEUtRAL OR REPtACE PRIOR TO PUWNG WIRE. DO NOT PULL WIRE WRHIN BUItDINGS UNfIL BUItDINGS ARE COMPLEtELY I
8US AND FULL SIZE GRWNDING BUS. B.COOPERATiON: COOPERATE WffH THE OiHER CONTRACTORS AND INDMDUAL DISCIPLINES FOR ���• ���
F.ACCEPTABI.E MANUiACTURERS:GE,SQUARE D,SIEMENS,OR EQUNALENi. P�EMENT,ANCHORAGE,AND ACCOMPLISHMENT OF THE WORK. RESOLVE INTERFERENCES BEfWEEN '
WORK OF OTHER DISCIPUNES OR COMRACTORS PRIOR TO COMMENCING INSTALLA710N. F.BOXES: INSfA1L ALL Ot7fLET PULL AND JUNCTIDN BOXES PoGIDLY,PLU�IB AND LEVEL. SUPPORT AND SEGIRE o � o 0 0 �
BOXES INDEPENDEMLY FROM CONDURS TERMINAiING AT BOX. INSfP1L ALL BOXES SO AS TO BE ACCESSIBLE
2,�2 pEyI�S; C.SUPPORTS AND SIEEVES: COORDINATE THE INSTALLATION OF REQUIRED SUPPORTING DEVICES AND AND SO Tt1AT COVERS IdAY BE FASILY REAfOVED. � � � �
SLEEVES TO BE SEf IN POURE�-IN-PLACE CONCREfE AND OTHER STFtUCTURhI COMPONENfS,AS_ G.PROVIDE CAP TO PREVENf ENfltf OF LIAIERWS AND U(NSNRE FOR AIJ.SPARE CONWtfS. � z '- `� "� i
A SWffCHES: 20MIP, 720-277 VOLTS,AC.ONLY TOGGLE IYPE,SINGLE POLE,DOUBI.E POLE,3-WAY,OR THEY ARE CONSfRUCTED.
4-WAY TIMER SIYLE AS INDICATED OR RE�UIRED. H.CANDUIT SENS:IN5fALL CONDUff SEAL FOR FACH CONDUR PENETRATING AT AN DRERIOR BUILDING WAIl, DRAWN BY: KR
D.OBSTACLES AND INfERFERENCES: WHEN INSTAWN6 E�UIPMENT AND RACEWAYS, PROVIDE OFFSEfS, I
8.RECEPTACLES: 20 lU�IP, 125V,NEMA 5-208V DUPLEX 7YPE FOR INDOOR MOUNfED,USE SfAINLESS StEEI f1TTINGS,ACCESSORIES,AND CHANGES IN ELEVATION OR LOCATION AS NECESSARY TO AVOID BELOW GRADE(UNLESS PENEfRA710N IS BELOW LOWESf BUILDING FLOOR SIAB),AND ELSEWHERE AS INDICATED, CHECKED BY: KS '
COVER. FOR OUIDOOR OR WEf LOCAl10N AIWNTEO,USE DEVICE RATED FOR USE. PRONDE GFq 7YPE WffH OBSTACLES AND INTERFERENCES, PER ACNAL FlELD CONDfiIONS. AND SO AS TO ACHIEVE A SEALm WATERTIGHT INSfN1ATI0N. DRAWING DATE: 10/26112 �
SOLID SfATE GROUND FAULT SENSING dc 5 1,1A TRIP FOR OUfD00R OR WEf LOCATIONS.
C.AUXIWJ7(POWER(GENERATOR INLET): PROVIDE 3-POLE,4W, 725/250 VOLi flM16ED INLE'f,8ACK80X L RIGID GALViWIZEO SfEEI CONWIT SFWl BE USED IN ARE/S SU&IECT TO PHYSICAL DAA4lGE. CUf ENDS WILL
AND CLOSURE PLUG AT D(TQ2IOR OF BUILDING WALL(APPLEfON/AJA20033-200RS WtT}i UATCNING BACKBOX 3.4 EUUIP11ENf PROTECTION ��m�TM���D COLD GALVANam(COUPRESSION FifTINGS WILL NOT BE ACCEpTED). i
SITE NUMBER:COU4145 i
AND CLOSURE PLUG). A PROTECT ALL EQUIPMEM, MATERIALS,AND WORK FROM THE WEATHER ELEMENTS, PNNT, A10RTAR, SITE NAME:SUNBURST MONOPINE
CONSfRUCTION DEBRIS AND DAMAGE, UNTIL PR0.IECT IS SUB5TANTIALLY COMPLEfE. REPNR, REPtACE, 3.9 CONDUCTORS-600 VOLT AND BEI.OW CROWNCASTLE SITE NAME I
CLEAN,AND REft1RN TO ORIGINAL COND(TION ALL DAMAGED AREAS, EQUIPMENT, UfILfTIES, EfC.,AND �
WORK SO AFfECTED. A MINIAIUM CONDUC'fOR SIZE ALL BRANCH CIRCUfi WIPoNG SFiALL BE MINI�IUM#12 AWG.tEEDER CIRCUR WIPoNG
2.13 CJi81E 1RAY CROWN-VAI�
S►Wl BE IAINIMUTA/2 AWG UNLESS OiHERN7SE NOTED. ALL CONTROL CIRCUR WIRING SWJl BE�IINIIAUAI#14 �
A PROVIDE A COMPLEfE CABtE iitAY SYSIEM WfiFl BENDS,FIfTINGS,ACCESSORIES.EfC.!S REWIRED. 3•5 UYOUf AWG,UNLESS INDICATED OTHERYlISE PROVIDE LARGER SIZES,AS INDICATED OR REWIRED. A FULL SIZED BUSINESS UNIT NUMBER I
B.DESCRIPiWN:ALUMINUTA AlLOY CANStRUCTION. IYPE:LADDER W(fH 12"IAAXIMUM SPACING. DEPiH: EQUIPMENf GROUNDING CONDUCTOR WILL BE INSfALLED IN POWER AND LIGHIING CONDUtTS,(CONDUfIS WILL NOT �
MINIMUTA 4�. WIDiH:AS INDICATED ON DRAWINGS,(l�INIUUM 1Y HORIZONU�L RUNS,IIINIMUY 6'VERTICAL A.GENERAL: INSTALt.MATERWS AND EQUIPMENT LEVEL AND PLUMB,AND PARALLEL AND BE USED AS A GROUNDING CONDIKTOR). ;
PERPENDICULAR TO OTHER BUILDING SYSTEMS AND COMPONENTS,WHERE INSfALLED IXPOSED. 810106 �
RUNS). SUPPORT SPAN:8 F00T�IINIAIUM,UNLESS OTHERWISE NOTED. LOADIN6: 100 POUNDS/F00T. B.IN RACEWAY:INSTALL ALL WIRING IN CONDUR OR O1HER SPECIFlED RACEWAY,UNLESS INDICATED OIHERN9SE. �
RADIUS:36'MINIAIUAI,(SMNIER RADIUS MAY BE PERAiffTED IF APPROVED BY ATd�I). COVER:VEN(ILAiED g,SERVICEABILfiY: IN5fALL EQUIPMENf AND RACEWAYS,EfC.TO READILY FACILITATE SERVICING, �IX,BX,AC AND AIC IYPE G181.ES ARE NOT ALLOWED. SITE ADDRESS '
.063 ALUTAINUM,PROVIDE WHERE INDICATED. MAINTENANCE,AND REPAIR OR REPLACEMENf OF COMPONENTS,AND SO AS TO AIINIAIRE C.TERMINATIONS: FURNISH AND INSTAII TERIAINATIONS INCLUDING IUGS IF NECESSAR'(TO AV�KE ALL ELECTRICAL
C.GROUNDING: BOND ALL TRAY SECiIONS USIN6#2 AW�BARE COPPER GROUND. INTERFERENCE WITH OTHQ2 EQUIPMENT AND INSTNJATIONS. CONNECTIONS INDICATED at REQUIRED. EXTERIOR AND SWffCHGFAR TERMINATIONS SW�LL HAVE AN M7TI-OXIDANT 1309 ELKHORN DRNE
APPtJED. SPRING IYPE WIRE CONNECfORS USED IN IXfERIOR BOXES SHN.I BE SILICONE FlLLED. VAIL,CO 81657 j
D.ACCEPTNBLE W�NUFACTURERS: NEWf�!INSfRUAIENTS OR EQUNAIENf C.CLEARANCES: PRIOR TO COMAIENCING WORK,VERIfY TIiAT ALL EQUIPMENT WILL ADEQUATELY FfT EAGLE COUNTY j
AND CONFORAI TO THE INDICATED AND CODE REQUIRED CLENbWCES, IN THE SPACES INDICATED ON USA '
2.14 SURGE SUPPR6SION THE DRAWINGS. IF RFARRANGEMENf IS REQUIRED,SUBMR PIAN AND ELEVATION DRAWIN6S OR �
SKEfCHES IN�ICATING PROPOSED REARRANGEMEM, FOR THE ENGINEER'S APPROVAL DO N0T SHEET TITLE i
A PRODUCTS MANUFACTURm BY Ai1.ANf1C SCIENTIFlC. REANRANGE W(iHOUT IXPRESSED WRfITEN PERMISSION OF THE ENGINEER. i
B.FURNISHED BY ATdtT. INSfALLED BY CONfRACTOR. AT&T �
D. RI6Hf-OF-WAY: WHEN lAYW6 OUT WORK, GNE FlRST PRIORt1Y TO COMNUNICA710NS WIRIN6, GENERAL NOTES �
AND NIXT PRIORI7Y TO SfEM1 AND CONDENSATE L1NES,SANRARY L1NES, ORAIN LINES, FlRE .
PROTECTION PIPING,AND SNEEf MEfAL DUCT WORK. PROVIDE OFFSEfS AS REQUIRED TO AVOID SHEET NUMBER
CONFLICTS. RESOLVE ALL CONFlJCTS BEFORE COMMENCING INSfpLLATION. i
CN3 ;
�
`� i
3.10 FIANGERS AND Sl1PPORIS ����� �
3.13 GRWNDIN6 SYStEII 3.16 CLEANING AND TIXICH-UP PAIMWG �/
A D(AMINATION: VERIFY TFiAT SURPACES ARE READY TO RECENE WORK AND THAT THE FlELD MEfSUREMENfS i
A GENERAL• RIGID�Y SUPPORT AND SECURE ALL MATERU�iS,RACEWAY AND EQUIPMENf TO BUILDING SfRUCiURE A GENERAL: PdtIODICAII.Y REMOVE FRaA THE PRO,IECT SITE,ALi.WASfE,RU881SH AND CONSTRUCf10N DEBPoS
USING HANGERS,SUPPORiS ANO FlSfENER SUffAB1E FOR THE USE,AINTERULS AND LOADS ENCOUNfERED. ��SHOWN ON SHOP DRAWINGS. ACCUMULA7ED FROIA CONSTRUCTWN OF'ERA710NS. iHE PREMISES SWUl BE LEFf CLFAN AND FREE OF ANt'
PROVIDE ALL NECESS,4RY HARDWARE. PR0I+IDE CONWR SUPPORfS AT MAXI�IUM 5 FEEf ON CENTER. DEBRIS AND UNUSED CONSTRUCTION MATERW.S PRIOR TO FlNAI.ACCEPiMkE. (
B. INSfAIJATION-INSfAI.L AS INDICATED ON THE DRAWINGS AND AS REQUIRED: R �
B.OVERHEAD MOUMING:ATiACH OVERHEAD AIOUNfED EQUIPAIENf TO STftUCTIJRAI.FW�,IEWORK OR SUPPORIING ���NDMG NE1N'ORK SYSiEU SWJl INCLUDE ELECfRICAL 7RENCHING,BACKFlLL AND COIAPA�CiION PER iHIS B•ELECiItICAL EQUIPMENT: REIAOVE ALL DUSi,OIRT,DEBRIS,610RTAR,WIRE SCRAPS,RUST,AND OTHER FOREIGN �j4`���� I
MEfAI FRAMEWORK. DO NOT IAAKE ATTACHMENTS TO SiEEL ROOFlNG,SfE�.Fl.00RING OR CEIIJNG MINERAL SECfION;GROUNDING WIRE,GROUNDING ELECTRODES AND N.t.NECESSARY IANTERW.S AND tABOR REWIRED TO ���FORIA iHE INIERIOR AND EXfERIOR OF ALL EIECTRICN.EWIPIAENT AND ENCLOSURES,AND WIPE (,, ;
¶�E' COMPLEIE THE SPECIFlED SYSIEM. DOWN• CLEM7 ACCESSIBLE CURRENT CARRYING ELE)AENfS AND INSUUTORS PPoOR TO ENERGIZING. INTERNAi10NAt�y
C.WALL�IWMiNG:SUPPORT WALL hIOUNTED EQUIPMENf BY AIASONRY,CONCREfE BLOCK,AIEfAL FRAAIING OR C.TOUCH-UP PAINTING: RESTORE AND REFlNISH TO ORIqNAL CONDmON ALI.SURFACES OF EI.ECIT21CAl. I
�����. 2)ALL GROUND CONNECTIONS SFipLL CONFORIA TO IEEE S7D 837 AND/OR UL467 PROTECiED FROM EQUIPNENf TFNT IS SCRATCHED,MARRED AND/OR DENfED IX1RIN6 SHIPPING,HANDUNG,OR INSfAUATION.
CORROSbN AS NDTED ON DWGS. USE CADWEID OR DOUBI.E LUG FOR OUTDOORS A80VE AND BEIOW GW1DE, 9830 S. 5 1 ST STREET
REMOVE ALL RUSf,AND PRIIAE AND PAIM AS RECOMMENDEO BY THE AUWUFACTURER.
D. EXTQtIOR WALIS:MOUNT A1.L EQUIPAIENf LOCATED ON THE INfERIOR OR DCfERIOR BUILDING WALLS.AT LEAST INDOORS,AND ON ROOF INSTAL1A110NS.AS INDICATED ON PUWS.. I
PHOENIX,AZ 85044-5677 !
ONE INCH AWAY FROIA WALL SURFAt�,USING SUffABLE SPACERS. 3)ALL CLAAIP CONNECiIONS SIIALL 8E MADE ACCESSIBLE FOR INSPECfION. USE ONLY WHERE SPECIFlED. '
E.STitUCTURAI.MEAIBERS:00 NOT CUT,DRILL OR WELO ANY STRUCTURAL MEIABER IXCEPT AS SPECIFlCALLY 3'��COAXIAL CJ�E�STALLA7IDN i
APPROVED BY THE ENGINEER. 4)ALl UNDERGROUND CONNECTIONS SWLLI.BE INSPECTED BY AT&T'REPRESENTATNE PRIOR TO PLANS PREPARED BY:
BACKFlWNG. A 1HE COAXIAL CABLE SIZE SWUl BE AS SHOWN ON DRAWINGS. ,
F.INDEPENDINf SUPPORT:DO NOT SUPPORT IANTERWS OR EQUIPMENT FROA1 OTHER EQUIPMENT,PIPING,
DUCIN'ORK OR SUPPORTS FOR SAME 5)IF ROCK IS ENCWNTERED,GROUND ROD SFWl BE INSfAl1ED IN A 2 INCN DWME7ER DRItLED HOLE TO THE B.COAXIAL CABLE SUPPORIS. I
REWIRED DEPTH AND BACKFlLLED MIffH APPUCATIONS OF AIAGNESIUM SULFqTE OR CAPPER SULFATE. 1)SUPPORT COAXIAI.CABLES INSIDE IAONOPOLES WfTN'KELLEiA'GRIP IYPE PRODUCTS. �
G.TEIAPORARY CANIXTIONS:DO NOT ATfACN TO OR SUPPORT ELECTRICN.WORK FROM REMOVABLE OR KNOCKOUT i
pqNEI,S pR 7}]App(L1(N Wp�(S pR pqRif�pN$, 6)GROUNDING MIIRE SHALL NOT�ID LESS TW�N 90'IN ANY LOCATION WITH A NINIMUTA BETlD RADIUS OF B�. 2)SECURE AND SUPPoRT COAXIAI CABLES ON OPEN WAVEGUIDES STRUCTURAL TOWERS. 73989 W. tst Ave.
3)SECURE AND SUPPORT COAXIAL CABLES ON�E BRIDGES AS INDICAiED ON DRAWINGS. Go�den,Co 804ot
H.RACEWAY SUPPORfS:RIGIDLY SUPPoRT ALL RACEWAY WfTH AIAXIIAUTA SPACINGS PER NEC,AND SO AS TO 7)PRONDE CORROSION PROOFlNG PNNT ON SURFhCES IXPOSED DURING INSfN1ATI0N. P:3o3-325-56oe F:3o3-325-5629
PREVENT DISfORT10N OF AIJGNMENf DURING PUWNG OPERA710N. USE APPROVED HANGERS,CLAIAPS AND
StFtAPS FOR INDMDUAL RUNS.DO NOT USE PERfORATED SiRAPS OR 11E WIRES. WHERE MULTiPLE PARALLEL 8)�1-BEL�W 6ROUND CONNECiIONS StWl BE CADWELD. PROVIDE CORROSION PROTECTIOD!TO CONNECTION C.COAXIAL CABLE GROUNDING: ,
RACEWAYS ARE RUN TOGEfHER,USE TRAPQE IYPE W�NGQt ARRNN6EMENT AIADE FROA1 U-CW�NNEL AND ��.��N�+�•
ACCESSORIES,SUSPENDED 8Y 1HREMED RODS,AND ALLOW AT LEAST 25%SPME CAPACRY FOR FUNRE 1)1HE COAXIAL CABI.ES SFVd.I.BE GROUNDED TO BUS BAR(S)A 1HE AN(ENWS USING THE GROUNDING KfTS AS p0 RE��
INSTN.UTION OF pDDfT10NAL RACEWAYS. RIqDLY ANCHOR VERTICAL CAN�ITS SERVING fL00R-MOUNfED OR 9)N1 ABOVE GROUND CANNECTIONS SHNl.BE BOLTED CUMP. BURNDY CONNECTIONS SHN.L NOT BE USED FOR SPECIFlED ON THE DRAWINGS. �Q� ��,� SJ'
'ISIAND'7YPE EQUIPMENf IAOUNTED AWAY FRO►A WAl1S WfTFI METW.BRAt:KEf OR PoGIO 5fEEL CONWIf DCfERIOR GROUNDING,UNLESS NOTED. O .•��R JAM� i
�(TIIdSION SECURED TO Ft00R. 2)THE COAXW.CABLES SHALL BE GROUNDED TO A BUS H4ft AT THE BOTTOlA OF THE TOWQt OR MONOPOLE .Q F'�
70)ALL GRWND fANNECTIONS TO THE GROUND BAR SFWl BE MAOE WfiH DOUBLE HOLE HYDRAUL1CALlY USING'fHE GROUNDING KtfS SPECIFlED ON 1HE DRAWINGS. o�O I
I.IAISCEWWEOUS SUPPORiS:PROVIDE AN1(ADDITIONAL STRUCRIRAL SUPPOftT S7ID.BRACKEfS,ANqFS, INDENfED lUGS,IXCEPT FOR TN�O CADWELDS,AS SHOWN ON PLANS. 3)THE COAXW.CABLES SiWl BE GROUNDED TO A BUS BAR AT THE BULKNEADS USING THE GROUNDIN6 KITS .� �
FASTENERS AND HARDWARE AS REQUIRED TO ADEQUAIELY SUPPORt ALL ELECiRICAI.iAA7ERWS AND EWIPYENi. AS SPEqFlm ON THE DRAWINGS. •s °3 !
11)WHERE GROUND CONNECitONS ARE MADE,THE COMACf POINTS ARE TO 8E CLEMIm AND IAADE FREE OF :�
J.ONE HOLE SfRAPS SHNl.NOT BE USED FOR CONDUlTS IARGER TWW 3/4 INCH. FOREIGN MRTERViIS,SUCH AS PAINT AND CORROSION,TO ENSURE AN ADEQUATE BOND. �O • a� I
12)ALL GROUNDING AND BONDING IN5fALlATIONS AND CONNECfIONS StWl COAIPLY WI1H ATQT WIRELESS 3.�8 TEL�Fpl�SERVICE ��,s 2 � ?��� j
3.71 EU111P11ENf CONNEC110NS 73�}Nl IAECHANICAL GROUNDINGNCONNECf10NS A1ADE THROUGHOUT THESE DRAWINGS SWJl BE AWDE WfIH T-i SERVICE.ACOAtPLY Wli}i ANDtC a�PALL REW RE11EFfIB OF THE UItLf1Y C�P��"E ss�ONAL`���'\ i
A VERIFMATION: OBTAIN AND REVIEW SHOP DRAWINGS,PRODUCf DATA AND MANUFACTURQYS INSfRUCTIONS FOR KOPR-SHIEtD. iHERE IS NO EWNALENf FOR iHESE ANIIOXIDAiION COYPWNDS. NO OTHER COIAPOUND B.AT&T WILL ORDER 7HE T-1 SERYICE.
�
EWIPMENf FlIRNISHED BY OTHERS. Wd,iINE ACTUAL EQUIPUINf TO VERIFY PROPER CANNECiION LOCATIONS WILL BE ACCEPTED. COAT Nl WIRES BffORE LUGGMG. COAT ALL SURFACES BEFORE CONNEC7ING. '
AND REQUIREYEMS. C.CONiRACfOR WILL ARRANGE FOR T-1 SERVICE INSTNIATION AND PAY FOR ASSOCIATED UTILIIY CW�RGES. y. � � � i
p� Y Y Y �
&ROUGH-IN: PRD�ADE ALL REQUIRED CONWR,BOXES,fRTINGS,WIRE,CONNECfORS AND MISCELIANEOUS C.FlELD QUAL.fIY CONfROL-FlELD INSPECTION AND TESTING WILL 8E PERFORMED AS REQUIRED:
ACCESSORIES,EfC.,AS NECESSARf TO ROUGH IN THE IMKE FlNAL CONNECTIONS TO ALL EWIPYENT REQUIPoNG 3.19 ELECTPoCN_SERVICE i
ELECTRICAL CONNECTIONS. IN GENERAL,UOTORS AND EQUIPMENT SHAII BE WIRED IN CONDUlf TO A JUNCiION �)7F{E CONfRACTOR SHAl1 VERIFY 71iAT 7HE 5YSTEU IS EfFECTNELY GROUNDED.MEEfS NEC ARfICLE 250 0 �
BOX(OR SAFEIY SWffCH)NEM THE UNff,AND FROM THERE TO THE UNIf IN FLIXIBLE MEfAL OR L1WI0 TlGlif A GENERAL• ARRANGE WIiH THE UfI1.�lY C06iPANY AND AT&T WIRELESS SERVICES FOR A 71MELY INSfN1AT10N �
REQUIREELIIEMS,AND IS ACCEPTABLE TO 1NE LOCAL tJfllltt AND LOCN.AUTFIORt1Y HAVING JURISD�iION. �'
FlD(IBLE SfEEL CONDU(L OF THE TEIAPORAFN ELECiRIC SER'VICE QF REQUIRED)AND PERAIANENT ELECiRIC SERJICE. COMPLY WffH AND � I
CODRDINRTE ALL REQUIREMENTS OF THE UT1t71Y COIAPANY. �
C.CONNECTIONS: PROVIDE PROPERLY SIZED OVERLOAD AND ShIOKf qRCUR PROTECTION FOR Atl EWIPAIENf �z �
CONNECiED,WHETHER FURNISHED UNDER THIS CONfRACT OR BY OIHERS. VERIFY PRIOR CONNECtIONS WITH 2)7FIE CONTRACTOR SWLLL UAKE ALL AIFASUREMENfS REQUIRED TO TE5f THE GROUNDING NEIYlORK SYSTEIA. B.ATdd WILL ORDER THE ELECIRIC SERVICE. z z o I
MANUFACTURER'S PUBL1SHm DWGRAAIS AND COMPLY WffH SAME. VERIFY THAT EQUIPMINT IS READY FOR ��SFWl BE lE5fED AT THE iIME OF INSTAilATION. �
ElECfRICAI CANNECTIONS,WIPoNG AND ENERGIIAiION,PPoOR TO PERFORMING SA11E C.CONfRACTOR WILL ARRANGE FOR ELECTRIC SERVICE INSTALtAT10N AND PAY FOR ASSOCIATED UTIL(TY CHARGES. � �� z '
3)THE GROUNMNG NEIWORK SYSiEAI iESf PROCEDURE SFW.L COMPLY WffFi NtPA 78 THREE POINT TECHN14UE °- � o !
FOR GROUND RESISTANCE,EXCEPT AS MODIFlED HERFJN.
D.CONTR01.WIRING:PROVIDE ALL CONTROL WIRING TO REIAOTE DEVICES OR EpUIPMENT,/S INDICATED OR D.ARRANGE FOR AN INSPEC110N Of THE ELECTRICAI.SERVICE BY THE AUfHORITY IiAVING JURISDICiION. OBTAIN v �N �
REQUIRED. AIODIFY EQUIPIAEM CONTROL WIPoNG,INSfALL�2 DISCONNECT JUAIPERS,ETC.,/S REQUIRED. A CEKfIFlCATE OF INSPECTION. FlIRNISH A COPY OF CERfIFlCATE TO AWS AND A COPY TO THE U111f1Y CAMPANY. w �o w I
4)CONIRACTOR SWVl VERIFlf THE ADEWAC'!OF THE INSTN.LED SYSiEM. CONtRACTOR SHALL CONDUCf'SITE o a � � �
RESISfANCE TO FAF2TH GROUNDING iESfING'PER AT&T SfANDARD. INSUdI.ED SYSTEM SFWl ACHIEVE A 6ROUt� �.COORDINA7E METER SOCKEf REQUI(tEIAENfS YlITH AT&T WIRELESS SERVICES AND ELECfF21C UfltllY.
3.12 IDENI�1('A710N RESISTANCE OF LESS THAN 5 OHtdS. N�� i
F.GROUNDING PROVIDE GROUNDING ELECfRODE SYSiEAI FOR THE SERVICE, PER THE NEC,PER UTILfiY cn H °' cO
A f�NERAL: tACA1E W�MEPLAIE IdARKING,OR OTHER IDENfIFlCATION AIFANS ON OUf51DE OF EQUIPMENT OR 5)RECORD(�iOUND RESISTANCE TESf RESU�TS ON AT&T'GROUND RESISTANCE TESf'FORU. COMPANY REWIREIAENfS,AND AS INDICATED. o ° o 0 o I
80X FRONT COVERS WHEN ABOVE CEItJNGS AND WHEN IN MECIIM�ICAI.OR ELECfRICAI.EQUIPAIINT ROOIAS OR 6)TESf StW.L BE WffNESSED BY ATdcT REPRESENTATNE.
OTHER UNFlNISHED MEAS,AND ON INSIDE OF'FRONT COVER WHEN IN FlNISHED ROOMS/AREAS. USE G.SHORT CIRq1If RATINGS:PROVIDE EQUIPMENf Mlll}i HIGHER FAULT CURRENf RATINGS!S NEEDED TO MATCH j � �
CONfRACT OOCUMINT DESIGNATIONS FOR IDENTIFlCATION UNLESS INDICATED OTHERWISE UfIUtt COMPANY AVAIIABtE FAULT CURREM. � Z �N ,�
7)COPIES OF THE 7ESf RESULTS SHALL BE SUBAItITED TO ATk7'REPRESENTATNE dc ENGINEER.
&NAAIEPLNTES: PROVIDE NAAIEPIATE ENGRAVED Wff}i EQUIPMENT DESIGNATION FOR F1tCH SAFE7Y SWffCH. PART 4 - ANTENNA SWEEP TEST DRAWN BY: KR '
PANELBOARD,TRANSFORMER,MOTOR SfAitiER,AND ALI.O1HER EQUIPMENf,EfC.
3.14 CNEqCO(Jf.TESiMlG.AND ADJUSfiNG CHECKED BY: KS
G UNDERGROUND WARNING TAPE IXIRING TRENCH BACKFlWNG FOR EACH UNDERGROUND EIECfRICAL, A CORRECTqN REPLACEUENf:AF(ER TESf1NG BY CONTRACTOR,ATdcT OR QJGINEER CORRECf ANY COMRACTOR WILL PERFORM TE511NG ON FACF1 COAXIAL CABI.E TO MEASURE INSEItTION LOSS, DRAIMNG DATE: 10/26/12
TELEPHONE,SIGNAI.AND COMMUNICATIONS IJNE,PROVIDE A CONf)NWUS UNDERGROOND WARNING TAPE LOCATED pEFlC�ENC�ES,A/ND REPLpCE IdATERWS AND EQUIPMENT SHOWN TO BE DEFECTNE OR UNABLE TO PERFORM AT ������D TO ENSURE'fFiAT EACH CABLE IS INSI'ALLED AND CONNECTED TO THE
APPROPRWTE MfIENNA THESE MFpSUREMENTS MUST BE PERFORIAED ON THE CDA)(W.CABLE
PER
DIRECfLY ABOVE UNE,AT SIX TO�GHf INCHES BEIOW FlNISHED GRAOE. pESIGN OR RATED CAPACtiY. Mlfl}i'iHE AMENNA JUTAPER ATfACHED AND A SEPARAtE INSERTION LOSS IAEASURE�IENT ON
D.IAARKING PEN U�BELING:AIARK FACH JUNCTION AND PULL BOX INDICATING SOURCE DESIGNATION AND CIRCUff 8,ppWER CONDUCiORS:CONfRACTOR SWQL CANDUCT A CONT1NUf1Y k INSUU710N TEST ON CONDUCTORS �E ENfIRE ANfENNA SYSfQA. SITE NUMBER:COU4145
NUMBER(S)fOR THE ENCLOSED CONDUCTORS. BETWEEN SERNCE DISC4NNECT SWfTCH$POWER CABINEf. SITE NAME:SUNBURST MONOPINE
4•� �������� CROWNCASTLE SITE NAME j
E LABEL ALL WIRES AND CABLES AT EVERY POINT OF TERMINAitON AND IN ALL PULL BOXES AND JUNCiION C.GROUNDING- IEEE FALL OF POiENfW.TES(5: PPoOR TO TESTIN6,CONTRACTOR WILL PERFORM INSPECfION OF j
BOXES. FOR POWER CIRCUlfS,APPLY WIRE TAGS INDICATIN6 APPROPRIATE CIRCUIT OR FEEDER NUTABER TO CONDUCT 1EST WfTH A AEMC lAODEL/4500 TESTER. 1HE�IEiHOD OF USING 1W0 AUXIW�RY GROUND RODS ANfENNA AND COAXIAL SYSTEI�AND RECORD FlNDINGS ON i1NfENNA INSPECIION FORl�1.'ALL CROWN-VAIL I
EACH CONDUCTOR PRESENT IN DI5f(t18UfI0N PANEL AND PANELBOARD GUTfERS,AND TO EACH CONDUCTOR IN (qg p��rygEp IN I.E.E.E STANDARD{81 - 1983,PART i)StULL BE USED. THE AUXILWZY iEST RODS MUST ���������COUPLEfE ON THIS fORAI PRIDR TO ANfENNA SYSfEM TESIING.
PULL AND JUNCfION BOXES. BE SUFFlCIENfLY FAR AWAY FROM THE RODS SO THAT THE REGIONS IN WHICH 7H�R RES�TANCE IS LOCNJ2ED BUSINESS UNIT NUMBER (
F.LOAD CENfER CIRCUIf DIRECTORIES:AT COMPLETION OF PROJECT,ACCURATELY COMPLEtE FACH PANEtBOARD DO NOT OVERLAP. 4.2 EWNPAffNI
CIRCUIf DIRECTORY CARD,IDENf1F11NG LOAD SERVED OR'SPARE'OR'SPACE'FOR EP.CH CIRCU(f POLE. WHEN iESf EWIPAIENf StWLL BE WILTRON 331S OR AT$T-WfS 810106
AbDIFYING,ADDING OR DELEfING CIRCUITS AT AN EXISfING PANELBOARD.UPDATE THE IXISf1N6(OR PROVIDE �R������
NEW)CIRCUIT DIRECTORY CARD TO ACCURATELY REFl.ECT FlNAL CANDtTIONS. 3.15 SY5fE1AS UE110NSrRATION SITE ADDRESS
4.3 PARAA�TERS
A INSfRUCT AT&T'REPRESENTAINE(S)IN THE SfART-UP,OPERATION AND AWNTENANCE OF ALL ALL COAXW.ANiENNA SY5IEMS MUST A1EET A�IINIIAUAI 1:3 TO VSWR. 1309 ELKHORN DRIVE
ELECTitICAL SY5fEMS M!D EWIPMENT AS REQUESTED 8Y AT&T'REPRESENfAiNE. VAIL,CO 81657 I
EAGLECOUNTY
USA
SHEET TITLE I
AT&T
GENERALNOTES
SHEET NUMBER
GN4 I
�
i
v �
�a t&t i
�
4.4 FREWIENCIES 4.10 PHOTOS: i
ALL TESTS SHALL BE PERFORMED FOR THE FOLLOMIING FREWENCIES: CONiRACTOR SHALL TAl(E DIGITAL PHOTOS OF EACH ANTENNA SY5TE�IS,PHOTOS
UPIJNK FREQUENCY DOWNtJNK fREWENCY SWW.BE SUBMffTED pS PART OF THE CLOSE-OUT DOCUMENfATiON.CONfRACTOR IS REQUIRED 1.THE CONTRACTOR SW1LL CARRY ON HIS WORK IN ACCORDANCE WRH N1.GOVERNING NATIONAL, STATE,COUNTY i
PCS FREQUENCY BLOCK �E MHz RANGE IAHz TO SUBMR QUALffY PHOTOS,PHOTOS iAKEN WffH INSUFFICIENf LIGNf OR tM�CING IN DEfAIL AND LOCAL CODES,AS WELL AS, OSHA REGULATIONS. �
WILL BE REJECTED AND WILL BE RE-PHOTOGW�PHED AT WMRACTORS EXPENSE COMRACTOR C��O�N I
A 1850-1865 1930-1945 SHALL PAY DEVELOPING COSiS OF AI.L NON-DIGfTAI.PNOTOGRAPHS.PHOTOS REQUIRm OF THE 2.TESTING OF GST-IN-PLACE CONCREfE,STRUCTURAL STEEL AND AN1'OTHER IMTERWI.USED SHALI.BE AS t !
FOLLOWING: REQUIRED BY AND IN ACCORDANCE WITH LOCAL REGULATIONS.
B 1870-1885 1950-1965 qN�Nq pZI1AUTNS(3 REQUIRED.1 PER SECTOR)PICTURE SHWLD INCLUDE THE TOP OF INTERNATiONAL�y �
C 7895-7910 ig75-1990 ��NNA AS A SIDE VIEW AND WILL BE USED TO VERIF1'THAT CORRECT DOWNTILT HAS 3.THE GROUNDING 5YSTEM FOR EACH StfE SWW.BE TESTED FOR A GROUND RESISTANCE OF 5 OHAIS. ONE OF ';
BEEN APPLIED TO FACH SECTOR. THREE TESfS SWiI.I.8E USED: IEEE FALI-OF-POTENf1Al.TESf,AN APPROVED CtAMP ON TE5f,OR A DIRECT I
D 1865-1870 1945-7950 METHOD(iW0-TERMiNAL) 'COMINUITY'tESL THE FALL-OF-POTENML 7EST IS THE PREFERRED TESTIN6 AIETHOD 9830 S. 51ST STREET
VIEW FROLI FACE(3 REQUIRED, 1 PER SECTOR)PICiURE TO BE VIEW FROM&1CK OF AND StWl BE USED WHENEVER POSSIBLE. ANY GROUND RESISfANCE OF GREATER TIiAN 5 OHMS BUT LESS TIipN PHOENIX,AZ 85044-5677 '
E 1885-1890 1965-1970 TRANSAIff ANTENNA TO INCLUDE THE TOP OF THE TRANSAIIi ANTENNA AND iHE SURROUNDING 25 OHMS SHAIl.BE REVIEWED BY ATkT AND AGREED UPON M1fTH AWS ON A CASE-BY-CASE BASIS.
F 1890-7895 1970-1975 ��"�E I
4.iHE CONfRACTOR SWUl SUBMR AN ANfENNA SWEEP TEST INCLUDING THREE(3)hW2D COPIES OF ALL SWEEP pI.ANS PREPARED BY:
TOP BUS BAR(1 PER BUS BAR).PICTURE StiALI BE USED TO INDICA7E GROUNDING KffS GRAPHICS AND SffE SUBMISSION FORlAS AND ONE(1) SOFf COPY{DATABASE FlLE). THE SOFf COPY SHALL BE '
4.5 NOTF1CATqN: HAVE BEEN 6ROUNDED APPROPRIATELY. CONTAINED ON A 3-t/2 INCH FLOPPY�ISK. THE FlLE SFWl BE NAAIED USING iHE SRE NUMBER AND THE
CONfRACTOR SHALL NOTIFY 1NE AT&T-WfS DESIGNATED THREE LEfTER IXTENSION OF THE ELECiRONIC FlLE. I
REPRESENfATNE A AIINIMUM Of 48 HWRS PPoOR TO ANTENNA SYSTEMS TESTING. DRIP LOOP(1 REQUIRED PER CO�U().PICTURE WILL BE USED TO VERIFY THAT THE CONTRACTOR HAS '
INSfqLLED DR�P LOOP IN TRANSAIiSSION LJNE D(mN6 TOWER. 5.AS-BUILT INFORMATION:1W0(2) COP�ES OF A REPORT CONTqINING A DESCRIPTION OF THE TOWER/MONOPOIE, I
4.6 AZNNJfH VERFN'AlION: SKEfCHES AND RED-IJNED CONS7RUCTlON DRAWINGS SW1Ll.BE SUBMtfTED. THE MAXIMUM SIZE OF ANY DRAWING �
PRIOR TO TESTING,CONfRACTOR SFWl VEftIFY iFIAT ALL AZIAIUfHS AND D(fERbR Bl1LKHEAD PENE(RATION(1 REWIRED).PICTURE Wltl BE USm TO VERIFY M THE REPORT SFIALL BE 71 lfi7'. THE COVER SHEEf OF THE REPORT SFWl CONTAIN THE SIfE NAME AND StTE 13969 W. tst Ave.
GROUNDING SfRAPS ARE INSfALLED,NEATLY SWEPT AND BULKHEAD HAS BEEN NUMBER. ALSO INCLUDED IN THIS REPORT SHN1. 8E RED-UNED RF INfORMATION. Goiden,Co 80407 i
DOWNDLIS ARE iRUE CONiRACTOR SFWl ENSURE iW�T AtL CONNECTORS HAVE BEEN 8 N
IN5TNIED TO THE SPEqFlm TORQUE VALUES. WEA7HERPROO�ED. P:303-325-5606 F:303-325-5629
6. CONfRACfOR SHALL HAVE 72 HOURS TO COMPLETE PUNCH-USf lTEMS FOUND INCOMPLEfE OR INADEQUATE BY
4J OOtXiYENTA110lt IMERIDR BULKHEAD PENEfHAfION (t REQUIRED).PICTURE WILL BE USED TO VERIFY ATdcT DURING StTE COMPLEfION WALIC. --
ALL TESf RESULiS SFNU.BE RECORDED IN SUPPLJED"6ASE STiUION ���7bN OF SURGE ARRESfOR ARRAY AND DAISY CfWN. � C
7. ONE ORIGINAL OF EACH OF iHE FOLLOWING SHALL BE PROVIDED TO AT&T UPON COMPLETION OF PROJECf: /� �+
ANfENW1 SY5fEAI SUMIAARY SHEET'.ALONG WRN RESULIS OF FACH INDMDUAL TEST.ONE 4.11 DFINERY: -CERIIFICATE OF AUfHENT1CtTY �oO L u/u�t�
FWtD COPt'WILL 8E LE5f AT THE SITE AND 2 W1RD GOF'IES MlD 1 SOFf COPf WILL BE �M��A �������&CEPTE�AND WIIHIN�5 WORKING DAYS. - BUILDING AND ELECTRICAI.PERMIfS ��:Q�F.R JAiyFs� Fo
SUPPIIm TO ATdtT-W(S AS PART OF THE ClOSEOUT DOCUAIENTATION.
4.8 REQUIRFD 1ESI5: - RELFASE OF WANER dc IJENS o �
CONfRACTOR S►W.1.PERFORII THE FOI.t.0Y11NG ON EACH COAXIAL LINE AND 4'12����' -N�ITENNA PACKE(S(EQUIPMENT INFORMATION, PAPERS,ETC.) ; I
RECORD EACH RFJ+DING ON 84SE STATION ANfENNA SYSfEIA SUMLIARY SHEEG OPEN VSWR, COORDINATE W/ATdcT PR0.IECT UANAGER. -WARRANTIES ON N1.ftEMS INSfALLED AND WORK PERFORMED ° 3461 —+ �
SYS@I VSNR.LOAD VSWR.SYSiEAI REIURN LOSS,OPEN RETURN LOSS,DISTANCE TO FAUL7. - PHOTOGRAPHS OF THE SfiE BEFORE, DURING,AND AFTER CONSTRUCiION : . �
-ALL THIRD-PAR1Y INSPECIION REPORTS (CONCRETE, PLATFORM,EfC.)
4•9 Al1Dlt - COMPLEtED PUNCH-LIST s 2 6 2a�\
CONfRACTOR SWV.L CONDUCf AUDR OF IAATERWS TO INCLUDE ANfENNA SERIML 8.ALL PERMffS ARE TO 8E ON-SfTE AT ALL TIMES, INCLUDING DURING AND AfTEft CON5TRUC110N. F s/ONA��•G\.
NUMBERS AND AIODEL NUMBERS PER IDENTIFlED SECTOR.CDNfRACTOR SFIALL RECORD � � •• � i
FlNUINGS IN'SWEEP AUDff SHEET.'
i
} � � � �
m Y Y Y �
I
Z i
O i
�
U
�
�
� z IZ z O
� �� � i
� � z :,
� �� o i
U J U1 U
tn w z �
w � o w
� d U �
W N p� �p I
N � N
� � O O O i
N>
W � � I
�. Z � N M I
DRAWN BY: KR
CHECKED BY: KS i
DRAWING DATE: 10l26/12
SITE NUMBER:COU4145 �
SITE NAME:SUNBURST MONOPINE
CROWNCASTLE SITE NAME
CROWN-VAIL
BUSINESS UNIT NUMBER
i
810706
SITE ADDRESS
1309 ELKHORN DRIVE
VAIL,CO 81657 �
EAGLE COUNTY
USA
SHEET TITLE
AT&T
GENERALNOTES
' SHEET NUMBER
�
GN5 �
i
i
i
I
I II ''iI�' SIGN SPECIFICATIONS � �
� ��: � �' `�-.�ia t8(t �
� PROPERTY OF ATBtT MOBILITY � PTHE AWS COMPANY NAME SHOULD NOT BE DISPLAYED AT THE SITE EXTERIOR. �.-.�
200A,120/24oV,1PH,3W LOADCENTER -AL� SIGNS SHOULD BE UV-RESISTANT FOR OUTDOOR USE. I
-A�L SIGNS SHOULD HAVE A MINIMUM 5-YEAR GUARANTEE WITHOUT SHOWING
C���� ANY SIGNS OF DEGRADATION. i
� MOUNT ON LOADCENTER -ALL SIGNS SHALI HAVE ROUNDED CORNERS WITH PRE-DRILLED HOLES AND C O N� �
I WEATHERPROOF PRESSURE SENSITIVE ADHESIVE BACKWG FOR MOUNTING �AS�E �
' °' PURPOSES.
�' SIGNS
Beyond thls polnt . . Beyontl this pointf. .
RadiofrequerwyfieldsatffiissiM RstlbfrequencytlHtlsbeyond Radiohaquancyfleidsatthlssito INiERNATI�NAL y �,
SITE ID AND NAME SIGN
mayeXCeed FCC rules fothumen m�s Po�nt may ezceeU the FCC axcaad tha FCC tulas tor human i
ezPos�r�. 9�eralpubilcaxposureliml[ exposure PROPERIY OF AT&T MOBILITY A. THIS SIGN SHOULD BE MADE OF 8-1�2" X 11" 60-MIL THICK WHITE PLASTIC
F°�'°"'a'°'Y°°°Y",�„�a•'om°^° o°`y'°°"`"''9"'°""""g°'""'^° F���,<< ,�.���,y�, B ,��k CENTERED BLUE LETTERING OF 72 POINT FONT (1") oR tARCER. 9830 S. 51ST STREET ;
alteg kell i rkingl atl1 1 vpekhgi tlbMq Y g IE¢f f wotW�g:i rdtll tt¢qUeiKy
e.v r m �n a� � i�o � �a n� „„��,, MANUAL TRANSFER SWITCH � B. THIS SIGN SHOULD BE PLACED ON THE EXTERIOR SIDE OF THE ENTRANCE PHOENIX,AZ 85044-5677
,.. „ �, ,,, ,,�,.. �...a ,.„ .. 200A,240V,2P-SN DOOR TO THE SHELTER/EQUIPMENT ROOM OR ENTRANCE TO SITE.
I MOUNT ON TRANSFER SWITCH I C. THE SIGN SHALL READ: SITE ID - SITE NAME
FOR EMERGENCY ACCESS, PUWS PREPARED BY: '
�' ^ OR WHEN WORKING i
ON THIS SITE
FCC SIGNAGE REQUIREMENTS CA�L: 1-800-832-6662
ALL FCC SIGNS MUST COMPLY WITH THE FOLLOWING:
PROPERTY OF A. MATERIAL - 2" X 10" - 3mm THICK LAMACOID, BLACK LEfTERS, WHITE BACKGROUND, 13989 W. 7st Ave.
NO TRESPASSING � AT&T MOBILITY FASTEN WITH APPROVED ADHESIVE. A 72 POINT FONT (1") FOR THE ACTUAL NUMBER AND p;303-325-5G06�F:303-325-5629 �
36 POINT FOR THE SIGN NAME (0.5"). �
EMERGENCY GEN-SET C. WHEN MOUNTING THE FCC CALL SIGN OR FCC TOWER REGISTRATION N0. SIGN ON I
120/24oV,1PH,3W CONCRE7E OR OTHER POUROUS SURFACE, THE V�NYL GRAPHICS SHOULD BE MOUNTED ON �
A 2.5" X 11" ALUMINUM BACKING PLATE. THE BACKWG PLATE CAN THEN BE MOUNTED QQ RE,�j�
USING SCREWS OR EPDXY. �Q• �•"••�SlF
MOUNT BESIDE GENERATOR RECEPTACLE FCC CALL SIGN � •Q�ER JAMFs;'P
INSTALLNOTRESPASSING I �. I A. THE LICENSE'S CALL SIGN MUST BE POSTED ON EACH RADIO AT THE SITE. IF ALL ;/�O cP !
SIGNAGEPROVIDEDBYATBT � R,4DIOS ON A R,4CK BELONG TO THE SAME LICENSEE (AND THEREFORE HAVE THE SAME �' o� I
MOBIIITY CALL SIGN), THE CALL SI�N CAN BE POSTED ON THE RACK INSTEAD OF EACH INDIVIDUAL �= 3�6�0
RADIO. IF ALL RACKS IN THE SHELTER BELONG TO THE SAME LICENSEE, THE CAIL SIGN � . �� ;
AT&T WIRELESS r CAN BE POSTED ON THE EXTERIOR OF THE SHELTER ITSELF. THE CALL SIGN MUST BE �jt� 2i1� I
LEGIBLE ON A WEATHERPROOF SIGN. IN THE ABSENSE OF CONFLICTING REQUIREMENTS 'd��%� �+�.
SERVICES (S U C H A S S I Z E C O N S T R A I N T S O R L A N O L O R D D E M A N D S�. T H E C A L L-S I G N S I G N A G E SHOULD A��a�e���� �.
CONFORM TO THE STANDARDS AS SHOWN IN FIGURE 1.1 OF THE AT&T SPECIFICATION. SEE u�'/ON���„'C� I
No sign required-0 to 15°k of MPE APPENDIX A OF THE AT&T SPECIFICATION FOR THE MARKEf SPECIFIC AWS FCC CALL SIGN
Blue Sign,Notice-15%to 19.99%of MPE M O U N T B E S I D E M E f E R NUMBERS. FCC CELLULAR LICENSE E S. I
Yellow Sign,Caution-20%to 99.99%of MPE *' B. A COPY OF THE LICENSE, KNOWN AS "RADIO STATION AUTHORIZATION" MUST BE
m Y Y Y I
A V A I L A B L E F O R I N S P E C T I O N, U S U A L L Y A T T H E L I C E N S E E'S M 0 8 1 L E S W I T C H I N G C E N T E R
Red Sign,Waming-100%and UP of MPE (MSC). THE ADDRESS OF THE SITE HOLDING THE RADIO STATION AUTHORIZATION z �
(USUAL�Y THE MSC) MUST BE POSTED AT EACH SITE. o i
� �
COLORADO LICENSES U �
�
� I850: v~i z
A BAND: z z o I
HAZARDOUS MATERIALS SIGN SPECIFICATIONS � �� z �
Tx: 869.040-879.990/890.070-891.480 MHz -PROVIDE PLACARDING FOR LEAD ACID BATTERIES a
� o
Rx: 824.040-834.990/845.010-846.480 MHz EXCEEDING 10 GALIONS OF BATTERY ACID PER NFPA 704. � �N �'
OP110NA1 ALUMIN M &4CKING w �o w
�PLATE (SEE NOTE� CALL SIGN NUMBERS PRODUCTS o a c� �
� - - - - - - - --� DENVER- CMA019/KNKA348 -ALL SIGNS SHOULD BE UV-RESISTANT FOR OUTDOOR USE. �,.- r
FCC CALL SIGN --- 36 POIM HELVEOCA 1 2 GREELEY- CMA243 KNKA649 -ALL SIGNS SHOULD HAVE A MINIMUM 5-YEAR GUARANTEE W I T H O U T S HOWING ANY W ��� �
� � � � SIGNS OF DEGRADATION. cn r �„
� � KNLF278 I 72 POINT HELVEfICA (1� CO SPRINGS- CMA117/KNKA678 -ALL SIGNS SHALL HAVE ROUNDED CORNERS WITH PRE-DRILLED HOLES AND z a '��� I
� _ _ _ _ _ _ _ _ � FT. COLLINS- CMA210/KNKA720 WEATHERPROOF PRESSURE SENSITIVE ADHESIVE BACKING FOR MOUNTING PURPOSES. � ° o 0 0
�
VERIFY FCC CALL COLORADO 3- CMA350/KNKN453 > �
� FCC CALL SIGN � slcN NUMBER SIGNS
� Z .—N �
� KNKA278 I MANAG ROJECT t900� HAZARDOUS MATERIALS SIGN
D BLOCK: A. THIS SIGN SHOULD BE MADE OF 60-MIL THICK WHITE DRAWN BY: KR
� _ _ _ _ _ _ _ _ .J Tx: 1945.08-1950.00 MHz PLASTIC - (1) MIN. 15"x15" PLACARD ON EXTERIOR OF CHECKED BY: KS
Rx: 1865.04-1869.96 MHz SHELTER DOOR OR ENTR,4NCE TO EQUIPMENT AREA & (1) DRAWING DATE: 10/26/12 �
CALL SIGN NUMBERS MIN. 10"x10" PLACARD ON INSIDE OF SHELTER DOOR
B. THIS SIGN SHOULD READ: �
Site Number- Site Name DENVER- 6110-D/KNLG411 1. THE CONTR.4CTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL FIRE SITE NUMBER:COU4145
GREELEY- 8172-D/KNLH670 CODES PERTAINING TO HAZARDOUS MATERIALS. SI7E NAME:SUNBURST MONOPINE
FOR EMERGENCY ACCESS CO SPRINGS- B089-D/KNLG402 CROWNCASTLE SITE NAME
� F7. COLLINS— 6149—D/KNL�431 2. IF APPLICABLE THE CONTRACTOR IS RESPONSIBLE FOR APPLYING & �
OR WHEN WORKING GRND. JUNCTION- B168-D/KNLG437 RE-NEWING ANY ADDITIONAL FIRE OR HAZARDOUS MATERIA�S PERMITS CROWN-VAIL
PUEBLO- 6366-D/KNLG522 REQUIRED BY THE LOCAL JURISDICTION. i
BUSINESS UNIT NUMBER
ON THIS SITE� 3. ALL SITES MUST BE KEPT IN COMPLIANCE & UP TO DATE.
N��� 810106
Q ALL NAMEPLATES TO BE 3mm THIC 4. REFER TO STANDARD EQUIPMENT CABINET SHEET FOR ALL EQUIPMENT
CALL. �'�OO'U3Z-6662 u�►�o�o, BIACK L.ETTERS, WHITE BATfERY SPECIFICATIONS & INFORMATION. SITE ADDRESS �
BACKGROUND, FASTEN WITH 5. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE LOCAL FIRE 1309 ELKHORN DRIVE I
APPROVED ADHESNE. DEPARTMENT IF THE BATfERIES INSTALLED DIFFER OTHER THAN WHAT IS VAIL,CO 51657 �
MOUNT ON FRONT GATE
SHOWN ON THE STANDARD DRAWINGS. ea��e couNrr
NOTE: "SA
6. PROVIDE SECONDARY SPILL CONTAINMENT (BATTERY TRAYS, ETC) PER SHEET TITLE
CONTRACTOR MUST VERIFY ALL SITE LOCAL FIRE REQUIREMENTS. �
SIGNAGE WITH CONSTRUCTION AT&T
PROJECT MANAGER PRIOR TO 7. PROVIDE SPILL NEUTRALIZATION KIT ON SITE, PER LOCAL FIRE GENERAL NOTES �
ORDERING ANY SIGNS. REQUIREMENTS.. SIGNAGE& NOTESZ i
SIGNAGE DETAILS & NOTES 1 SHEET NUMGNB � I
SCALE:
N.T.S. I
�
l