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I I ELECTRICAL CONDUIT Denver, Colorado 80265
ON WALL ABOVE ABOVE o
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ELECTRICAL TO BE REMOVED � ON CONC PAD �ANTENNAS HERE INTERIOR DESIGN
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I SAME PATH-MOUNT UNISTRUIT m I I EW TRANSFORMER EXISTING ROOF
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OMNI ANTENNAS TO BE REPLACED W/ ( ��I���� PAINT COAX
NEW ROOFING m ALL EXISTING EVERGREEN
I TREES TO REMAIN COVER TO
3 3 3 3 3 3 3 3 3 3 3 3 3 3 J MATCH
EXISTING BUILDING
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EXISTING CAN LINE CONDUIT-MOUNT ON REAR BUILDING PARKING
MOUNT ON REAR WALL r,as c,ns cns NEW A/C UNIT
BUILDING WALL NEW 100KW NATURAL ON CONC PAD
GAS GENERATOR.
COLOR TO BLEND WITH NEW 100KVA
E)ISTING AT�T � SURROUNDINGS GENERATOR CHARLES STECKLY ARCHITECTURE, Inc.
9142 WEST KEN CARYL AVENUE
EQUIP ROOM uTr�eroN,c�oRU►o so�2s-s2s2
ALL EXISTING ASPEN
o TREES TO REMAIN EAST ELEVATION cstecki9y�mho7 et
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REVISION
4 ANTENNA DIAGRAM SCALE: 3/8" = 1'-0" 1 SITE PLAN SCALE: 1" = 40'-0"
1' 0' 1' S' 20' o' 20' 40' NO. DATE ISSUE
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RED SANDSTONE �� CONTRACTOR PARKING
OMNI ANTENNAS � ELEMENTARY SCHOOL � STORAGE AREA
TO BE RELOCATED
HERE—TYP OF(4) O Q � � � PROJECT DESCRIPTION
� ADD NEW ANTENNA SCREEN W/(12)
CELL ANTENNAS ON ROOF. UPGRADE
NEW SCREEN � • TELECOMMUNICATIONS EQUIPMENT
STRUCTURE WITH
(12)ANTENNAS Q � AND ELECTRICAL SERVICE i
BEHIND
R �
FIBERGLASS FACE
PCS COLOR TO MATCH 1
EXISTING BUILDING
� R PROJECT
2�o°AZIMUTH � i RED SANDSTONE
90°AZIMUTH �
ELEMENTARY
� � 645 N. FRONTAGE RD. W
VAIL, COLORADO 81657
NOTE ANTENNA
PARCEL#210106 302 013
SCREEN TO BE
PCS EW ROOFOC RB i te'��6�:���i:•� ��u��i`+'s� I
PROJECT NO.
RE 3/A2 0 � !�!�'�/jti �s' ��'��1�,
ANTENNAS SHOWN ;a, � °,^;., ' ' '�'� O85
ARE ROTATED 9° �,.-,�¢��,
CLOCKWISETO ��9��(�°� `'� i ���
ACHIEVE AZIMUTH DRAWN BY
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��.�;,.f,� a< < ._W.,._._...���_� / ISSUE DATE
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� 27 OCT 00
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,ao°AZIMUTH � _ / UTILITY LOCATES: SHEET TITLE
CONTRACTOR TO ORDER PLANS / ELEVATIONS
R ONTp,GE R�� UTILITY LOCATES PRIOR TO
_ i' N�RTH FR CONSTRUCTION OPERATIONS SHEET SHEET NUMBER
' � / CALL 1-800-992-1987
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7 LEGAL DESCRIPTION �
RED SANDSTONE ---
PARCEL NO. 210 106 302 013 _.._ AT��
TOWN OF VAIL COLORADO, COUNTY OF EAGLE, STATE OF COLORADO SITE 085 - ZONING -&T WIRELESS SERVICES, ���.
A PORTION OF LOT 8, BLOCK 2, VAIL / POTATO PATCH � 100116[hSTREET
s��ce c�
A SUBDIVISION RECORDED IN BLOCK 233 AT PAGE 629, PHOTO SIMULATION Denver, Colorado eozss
OF EAGLE COI.NTY, COLORADO , CLERK AND RECORDER'S
RECORDS, SAID PORTION OF LAND BEING MORE �� A�TENN,� aEH�NO croa
PARTICULARLY DESCRIBED AS FOLLOWS : BEGINNING AT THE SOUTHEASTERLY FIBERGLASSSCREENON
`±�' EXISTING ROOF
1 WI (4) OMNI ANTENNAS -
CORNER OF THE SAID LOT 8 WHICH IS A POINT ON THE NORTHERLY RIGHT-OF-WAY ,.. • , _
LINE OF INTERSTATE HIGHWAY NO. 70; THENCE WESTERLY ALONG SAID NORTHERLY `�`* x� ..��W ���� • �, "� � ,�n.,,, STRUCTURAL
.y . _.� `!M�+, _ ,y:': , i .
RIGHT-OF-WAY LINE AN ARC DISTANCE OF 200.93 FEET ON A 3,990.00 FOOT RADIUS :`"� � '�Ilf�t'� �M.;;, • �;`` "� ,�;' -
CURVE TO THE LEFT WHOSE CENTERAL ANGLE IS 2°53'07" AND WHOSE CORD BEARS 'L"�. _ ?� " �� -
SOUTH 82°36'28" WEST AT A DISTANCE OF 200.91 FEET; THENCE NORTH 0°07' 12" ~' - -`� 'i: � ".!�j MECHANICAL
WEST A DISTANCE OF 238.85 FEET TO A POINT ON THE NORTHERLY BOUNDARY LINE �� �' " -
OF SAID LOT 8 ; THENCE SOUTH 86° 16'09" EAST ALONG SAID NORTHERLY BOUNDARY . - �� • .� k�` �' �� ELECTRICAL
LINE A DISTANCE OF 199 .74 FEET TO THE NORTHEASTERLY CORNER OF SAID LOT 8; m � `^ , � DENNIS GREVEL, P.E.
THENCE SOUTH 0°07' 12" EAST ALONG THE EASTERLY BOUNDARY LINE OF SAID LOT 8 - Ir rI ,' f • (sos� e�o-ssez
A DISTANCE OF 200.00 FEET TO THE POINT OF BEGINNING. '�f� i � � pLANNING
ARCHITECTURE
INTERIOR DESIGN
2 SITE PLAN SCALE 1 " = 40'-0" DATA
SITE LOCATION JURISDICTION: THE CITV OF VAIL
RED SANDSTONE ELEMENTARY
N 545 N. FRONTA6E RD- W ZONE �ISTRICT: GENERAL L/SE
� VAIL, WLORA�O8165]
OCCUPANCV: E
PftQ1ECT SCOPE:
ADD NEW ANTENNA SCREEN WITH (12) ANTENNAS ON ROOP.
UPGFA�E TELECOMMUNICATIONS EOUIPMENTAN�
ELECTRICALSERVICE.
CONTACTS � � ��
SITE CONTACT LIBERTV WIRESTqR
KENTAMSEN - EA6LECOUNTV R.C. POWELL
SCHOOLDISTRICTREPRESENTATNE LIBERTVWIRESTARINC.
EAGLE COUNN SCHOOL DISTRICT ]3011TH STREE�
(9�0) 328i321 SuITE 635 CHARLES STECKLY ARCHITECTURE, Inc.
� _ — _ _ _ — _ — _ _ — OENVER, COLORA�080202
PROPERTYLWE ARCMTECT PHON( - ('03) 5346991 9�<Z �MESTKENCMYLAVENUE
CHARLES STECKLY FAX - 303 534b992 SUITE D6
CHARLES STECKLV ARCHITECTURE, INC. LITTLEfON, GOLORIIDO BU12&525]
(303� 932-99]4
� 9142 WEST KEN CARVL AVENUE ELECTRICAL ENGINEER uhckly�m�o.nH
1 � � � � � � _ SUITE �-6 OENNNIS GREVEL BE
� LITTLETON, COLORADO 8012&5252 12311 W. PRENTICE PLACE
` � PHONE - (303) 932-99�4 �ITTIETON, WLORAD08012�
(E) ROOFVENTS FAX - (303) 9328561 PHONE: (303) 8�0-6952
1 ❑ E-MAll - csteckly@mM1O.net FAX: (303) 932-0582
� ATST CONTACT
KEITH ERICSON
ATBT
I 1001 16TH STREET
1 LOCATIONOF oENV R�COLOaADO
� NEW ANTENNA I pnoNE - �ao3) 89ao8�e REV ISI ON
SCREEN
STRUCTURE
1 (E) TELECOMMUNICATIONS NO. DATE ISSUE
EQUIPMENT ROOM �
REDSANDSTONE I � - -
I ELEMENTqRYSCHOOL � I
1 ' '
1 ❑ (E) TRASH I / \ _ _
ENCLOSURE ^
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$ 1 � a a1F'PROVED BY THE
d 1 � TOWN OF VAIL PROJECT DESCRIPTION
°LAnlf�Il��G 4N � ADD NEW ANTENNA SCREEN W/ (12)
1 ���� ' �' ' � ` � - � `"''�}� ANTENNAS ON ROOF. UPGRADE
1 TELECOMMUNICATIONS EQUIPMENT
II/�� 1�� AND ELECTRICAL SERVICE
1 � 11Jj�r2c(LF
1 � � � ' ' / ' ' � PROJECT
1 � � / 70EXIT776 / I-70 VICINITYMAP
1 � DIRECTIONSTOSITE REELEMENT RY
i-�o wesr ro va� - exiT i�s
1 � ' NoRrr+ ro FaoNrnce ao., 645 N. FRONTAGE RD. W
, j0 WEST TO SITE ON THE NORTH
\N� apAp , VAIL, COLORADO 81657
PR�P�R� � NOR�HFRONSP�'E SITE PARCEL #210106 302 013
1 / � �� N. FRONTAGE RD. PRO.IECT NO.
� , � � � ���� �85
V � / EXIT #176 � DRAWN BY
� N VAIL TO DENVER SC, SM
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; ISSUE DATE
� JL
frg � r 27 OCT 00
�
�° SHEET TITLE
� NOT TO SCALE
COVER SHEET
Vg DRAWING INDEX SHEET SHEET NUMBER
�< q2.0 PLANS & ELEVATIONS A 1 � O
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AT&T AT & T Wi r I rvi � � = AT&T
e e s s S e � � � I � � � �ATBT WIRELESS SERVICES Ine.
� `\ 1001 16th STREET ,
Suite C1
_ Denver, Colorado 80265
SITE WORK GENERAL NOTES RED SANDSTONE c,VfL
PROJECT SUMMARY
1 . THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. ADD NEW ANTENNA SCREEN W/ (12� ANTENNAS ON STRUCTURAL
SITE NAME : RED SANDSTONE - VAIL ROOF. UPGRADETELECOMMUNICATIONS KRTENGINEERING
2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL B= PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE EQUIPMENT AND ELECTRICAL SERVICE. (303) e�o-sssz �
PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING S ITE N U M BE R : 085 MECHANICAL
AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED -
SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION. -
ADDRESS : 645 N . FRONTAGE RD . W ELECTRICAL
3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND STIPULATED IN THE DESIGN AND CONSTRUCTION SPECIFICnTION MANUAL. SITE LOCATION DENNIS GREVEL, P.E.
VAIL COLORADO 81657 RED SANDSTONE ELEMENTARY (303) 8�0-6952 •
4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND CISPOSED OF LEGA�LY. � 645 N . FRONTAGE RD. W
PLANNING
5. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE PCS EQUIPMENT AND TOWER AREAS. VAIL, COLORADO 81657 ARCHITECTURE
6. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NO- BE PLACED IN ANY FILL OR EMBANKMENT. � CODE DATA INTERIOR DESIGN
+ BUILDING CODE: 1997 U .B.C. AND 1996 N.E.C.
7. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. , ,; �1 �
LO['ATIONOFNEW �
Moo�� A�Nw� MAIN BUILDING OCCUPANCY GROUP: E
8. ALL EXISTWG INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OFTHE WORK, SHALL BE REMOVED AND/OR CAPPED, PWGGED OR '�'``� � '� �� Fll. � •�•.;�, �4 :��� scxaENNwsrtyoMw - �
OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE 4PPROVAL OF ENGINEER, OWNER AND/OR LOCAL UTILITIES. � _� „y�M vZ��•. MAIN BUILDING CONSTRUCTION TYPE: II - 1 HR
• � S�N:. ;�.
� - ��q�,f , , , ! FULLY SPRINKLERED: ?????????
9. AREAS OF THE OWNER'S PROPERTV DISTURBED BY THE WORK AND NOT COVERED BY THE BUILDING OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, FERTILIZED, SEEDED, AND ' ^ � �. � �z 3/��
COVERED WITH MULCH AS SPECIFIED IN THE SPECIFICATION FOR LANDSCAPE WORK. � ��� ' :-:Y: . u� . ++�:�
- NEW WORK OCCUPANCY: U-2 - ANTENNA SCREEN
10. THE CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN , �' �� � � NEW WORK CONSTRUCTION TYPE: V-N
CONFORMANCE WITH LOCAL GUIDELWES FOR EROSION AND SEDIMENT CONTROL � !n+�� Y�;i v
� � CSAI
I "r �� � ��' ELECTRICAL SERVICE PROVIDER: PUBLIC SERVICE � /
GENERAL NOTES ` � � � ; ' COMPANY OF COLORADO
:�;;� f� � I
TELEPHONESERVICEPROVIDER: - MCI CHARLESSTECKLYARCXITEGTURE� ��o. �
9t42 WEST KEN CARVL RVENUE
t . EXISTING STRUCTURE(S), BOUNDARIES, TRUE NORTH, SITE AND TOPOGRAPHIC INFORMATION WERE DERIVED FROM EXISTI�G BUILDING CONDITIONS AND EXISTING SURVEY ON FILE W/ smre o-s
rHE ciTV oF vni�. WATER: N/A ��n���N� COLORADO 8013&5352 �
(303) 9329914
PHOTO SIMULATION WASTE WATER: EAGLE COUNTY WATER & SANITATION =s:Kki�mno.��
2. THIS PROPOSAL IS FOR A NEW 8' HIGH FIBERGLASS MODULAR ANTENNA SCREEN TO BE ADDED TO THE EXISTING BUILDING ROOF, UPGRADE OF ELECTRICAL SERVICE AND RE-LOCATION OF DISTRICT O 2007 �
EXISTING OMNI ANTENNAS (ON NEW MODULAR ANTENNA SCREEN). PLUMBING: N/A THIS DRAWING IS COPVRIGHT PROTECTED, AND
CO NTACTS IS THE SOLE PROPERTY OF CHARLES STECKLV
3. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICES. pacwTecruRe, iNC. rHe use oF7riis oa,swwc
ZONING IS INTENDED SOLELV AS AN INSTRUMENT OF
4� THE PROPOSED FACILITY IS UNMANNED AND IS NOT FOR HUMAN HABITAT. (HANDICAP ACCESS NOT REQUIRED). seRVice Foa THe rao�ecr woicnreo.
OWNER REPRESENTATIVE ELECTRICAL ENGINEER JURISDICTION: THE CITY OF VAIL
5. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY AT&T TECHJICIANS. KENT TAMSEN - EAGLE COUNTY DENNIS GREVEL
SCHOOL DISTRICT REPRESENTATIVE DENNIS GREVEL, P.E. REVISION
6. NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS PROPOSAL. EAGLE COUNTY SCHOOL DISTRICT 12311 W. PRENTICE PLACE
7. OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED. (J7O� 32H-6321 LITTLETON , COLORADO 8C"I27 NO. DATE ISSUE
PHONE - (303) 870-6952 � 03 JAN Ot REVIEw
8. ALL MATERIAL SHALL BE FURNISHED, AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE SECTIONS �F SPECIFICATION NO. 24445-00030G-AOOZ-G00'I "TECHNICAL FAX - (303) 932-0582
SPECIFICATION FOR DESIGN AND CONSTRUCTION" AND "TECHNICAL SPECIFICATION FOR FACILITY GROUNDING". IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATIONS ARCHITECT V I C 1 N ITY MAP � 22 FEB 01 ISSUE
AND THE DRAWINGS, THE DRAWINGS GOVERN. �
CSAI I-70 WEST TO VAIL - EXIT 176 _ _
9. WHEN APPLICABLE, NEW GRAVEL ACCESS DRIVE WAY SHALL BE CONSTRUCTED TO MATCH EXISTING GRADES, EXCEPT AS S-IOWN OR NOTED ON THE PLAN. ACCESS DRIVEWAY TO BE 12' 9142 WEST KEN CARYL AVENUE STRUCTURAL ENGINEER NORTH TO FRONTAGE RD., ^
WIDE AND CONSTRUCTED OF 4" MIN. COMPACTED GRAVEL. GRADES AT THE INTERSECTION OF NEW ACCESS DRIVEWAY AND EXISTING PUBLIC ROAD TO REMAIN UNCHANGED. SUITE D-B KRT ENGINEERING WEST TO SITE ON THE NORTH / \ _ _
AUTHORIZATION FOR ACCESS TO PUBLIC ROAD SHALL BE OBTAINED IF REQUIRED. ANY SPECIAL REQUIREMENTS FOR DRIVEWAY WORK WITHIN PUBLIC ROAD RIGHT OF WAY SHALL BE �
FOLLOWED AS REQUIRED. LITTLETON, COLORADO 80128-5252 KEN THOMPSON, P. E.
2171 S. TRENTON WAY, SUITE 203 �
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION CHARLES STECKLY, A. I.A. DENVER, COLORADO 80231 - -
11 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY THE CONSTRUCTION OPERATION. MOBILE - (303� Z1 O-H972 PHONE: (303) 755-3315 SITE
PHONE - (303) 932-9974 FAX: (303) 720-489-1887 � N. FRONTAGE RD. � - -
12. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDEINES FOR EROSION AND SEDIMENT CONTROL. FAX - (30$) 932-Fi6F)1 I-70 / \ - -
13. INFORMATION SHOWN ON THESE DR4WINGS WAS OBTAINED FROM SITE VISITS AND DRAWINGS PROVIDED BY THE SITE OWrER. THE CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY E-MAIL - csteckly@mho.net
DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. EXIT #176
AT&T CONTACT N TO DENVER PROJECT DESCRIPTION
14. NO WHITE STROBIC LIGHTS ARE PERMITTED, LIGHTING, IF REQUIRED, WILL MEET FAA STANDARDS AND REQUIREMENTS. KEITH ERICKSON VAIL
ADD NEW ANTENNA SCREEN W/(12)
15. SITE GRADING AND DRAINAGE PATTERNS SHALL REMAIN UNCHANGED. ESTABLISH A POSITIVE SLOPE OF 1/2" PER FOOT AWAY FROM STRUCTURES AT FINISH GRADE PRIOR TO INSTALLING AT&T ANTENNAS ON ROOF. UPGRADE
�RnvE� covER. 1001 16TH STEET J L
� � TELECOMMUNICATIONS EQUIPMENT
SUITE C-1 AND ELECTRICAL SERVICE.
DENVER, COLORADO
LEGAL NOTES PHONE - (303) 898-0818 PROJECT
NOT TO SCALE
RED SANDSTONE
A PORTION OF LOT 8, BLOCK 2, VAIL / POTATO PATCH, ELEMENTARY
A SUBDIVISION RECORDED IN BLOCK 233 AT PAGE 629,
OF EAGLE COUNTY, COLORADO, CLERK AND RECORDER'S 645 N .
VAIL, COLORADO 81657
PARCEL #210106 302 013
RECORDS, SAID PORTION OF LAND BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEASTERLY CORNER OF THE SAID LOT 8 WHICH IS A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE PROJECT NO.
OF INTERSTATE HIGHWAY NO. 70; THENCE WESTERLY ALONG SAID NORTHERLY RIGHT-OF-WAY LINE AN ARC DISrANCE OF 200.93 FEET ON A 3,990.00 FOOT RADIUS
CURVE TO THE LEFT WHOSE CENTERAL ANGLE IS 2°53'07" AND WHOSE CORD BEARS SOUTH 82°36'28" WEST AT ADISTANCE OF 200.91 FEET; THENCE NORTH 0°07'12�� D RAW I N G I N DEX 085
WEST A DISTANCE OF 238.85 FEET TO A POWT ON THE NORTHERLY BOUNDARY LINE OF SAID LOT 8; THENCE SOUTH 86°16'09" EAST ALONG SAID NORTHERLY BOUNDARY ' � 1 ��9��
�[�°�, !� �
� LINE A DISTANCE OF 199.74 FEET TO THE NORTHEASTERLY CORNER OF SAID LOT 8; THENCE SOUTH 0°07'12" EASi ALONG THE EASTERLY BOUNDARY LINE OF SAID LOT 8 ��� �` A1 .0 COVER DRAWN BY
p A DISTANCE OF 200.00 FEET TO THE POINT OF BEGINN WG. ' � , Communiry Developmcm
�� Departms�t �.0 SITE PLAN / RF SITE DATA SC
o � �� Bulking Sarery g InspeMinv A2. 1 SITE / PARTIAL ROOF PLAN
° PROPERTY DESCRIPTION INFORMATION .�OIG'A OF PAII services
g s;,T�oo �os.a3, umr.. A3.0 DETAILS ISSUE DATE
PROVIDED FROM: A PORTION OF LOT 8, BLOCK 8� VAIL/POTATO PATCH, A SUBDIVISION RECORDED IN BOOK 233 AT PG 629, TOWN OF VAIL, OF THE EAGLE COUNTY, �h� �VdpamlLTheissvanm A3.1 EXTERIOR ELEVATIONS
- . an�ing o! n p�v,N� w �,, mpuwir���
COLORADO, CLERK AND OF THE EAGLE COUNTY RECORDER'S RECORDS. ' `91na1 °eOn'h1ed � a•w�t�s..�0m„o�,;o, oP A4.0 GROUNDING 03 JAN 01
- �y cr ina �e��om otw,marvtlyaeraJieeae a�Ae;�dicu,o.
� mii� prtauminy lo jiw�b�ICYb rcuoceltlp Pmv�ioo� ot�!�.is
` � °����"°'��"'""aaf1°0�°1i°"d� ^axmd S1 .0 STRUCTURAL FRAMING PLAN SHEET TITLE
_ �": �.:.:","" "� " ' m o�a wximem� ma anp aw �r,.0
°" °°"" °i '"? ° 'V M1�m NemaRn reqwdng We cort�o� ;,� Sl . l MODULAR ANTENNA SCREEN COVER SHEET
p➢� . .-•` `°�'l afcau n3dnAMj¢� da1.10� INppRVCpppBbyilding
'< ' '' �°^� -_ �, ,+oi,��,� orw, �ee o,r S2.0 STRUCTURAL DETAILS
;m i \ - _ r a3�,� . E1 .0 ELECTRICAL SITE PLAN 8 DETAILS SHEET NUMBER
3 m E1 . 1 ELECTRICAL ELEVATIONS 8 DETAILS A 1 ■ O
so
Fa 1 OF 11
' , 2 NOT USED 1 RF SITE DATA
(ALPHA) SECTOR 1 (BETA) SECTOR 2 (GAMMA) SECTOR 3 TOTAL GPS —__
' AZIMUTH 90° (CELL) AZIMUTH 180° (CELL) AZIMUTH 270° (CELL) QUANTITY
ITEM AZIMUTH 90° (PCS) AZIMUTH 180° (PCS) AZIMUTH 270° (PCS) (SEE NOTE 1) ANTENNA
ITEM DESCRIPTION �
NO. CELL PCS PCS CELL CELL PCS PCS CELL CELL PCS PCS CELL Gpg �
ANTENNA ALLGON BALL BALL ALLGON ALLGON BALL BALL ALLGON ALLGON BALL BALL ALLGON 12
� (SEE NOTE 5) �ATBT WIRELESS SERVICES, Inc.
1001 16th STREET
DOWNTILT PER AT�T RF DATA SHEET PER AT&T RF DATA SHEET PER ATS�T RF DATA SHEET N/q Swte C1
Denver, Colorado 80265
ANTENNA JUMPER LDF4-50A LDF4-50A LDF4-50A LDF4-50A LDF4-50A LDF4-50A LDF4-50A LDF4-50A LDF4-50A LDF4-50A LDF4-50A LDF4-50A N!A
2 (ANDREWS)-(LENGTH) (6 FEET) (6 FEET) (6 FEET) (6 FEET) (6 FEET) (6 FEET) (6 FEET) (6 FEET) (6 FEET) (6 FEET) (6 FEET) (6 FEET) 12
ATTACHED MALE DIN INCLUDED INCLUDED INCLUDED INCLUDED INCLUDED INCLUDED INCLUDED INCLUDED INCLUDED INCLUDED INCLUDED INCLUDED
2A CONNECTOR (ANDREWS) W/ ITEM#2 W/ ITEM#2 W/ ITEM#2 W/ITEM#2 W/ ITEM#2 W/ ITEM#2 W/ ITEM#2 W/ ITEM#2 W/ ITEM#2 W/ ITEM#2 W/ITEM#2 W/ ITEM#2 N�A
CIVIL
ATTACHED MALE DIN INCLUDED INCLUDED INCLUDED INCLUDED INCLUDED INCLUDED INCLUDED INCLUDED INCLUDED INCLUDED INCLUDED INCLUDED
ZB CONNECTOR(ANDREWS) W/ ITEM#2 W/ ITEM #2 W/ ITEM#2 W/ ITEM#2 W/ ITEM#2 W/ ITEM#2 W/ ITEM#2 W/ ITEM #2 W/ITEM#2 W/ ITEM#2 W/ ITEM#2 W/ ITEM #2 N�A _ �
3 MAIN COAX(LENGTH) 5/8"f� (190FT 5/8"Ql(190FT) 1 5/8"f�(190FT 5/8"fd(190FT) 5/8"fd(190FT 5/8"fd (190FT) 5/8"f�1 (190FT) 5/8"�!(190FT) 5/8"f�(190FT) 5/8"Ql(190FT)1 5/8"0 (190FT) 5/8"Q1(190FT 12 @ 1 5/S" 1/2"fd (190FT) STRUCTURAL
(ANDREWS) LDF5-50A LDF5-50A LDF5-50A LDF5-50A LDF5-50A LDF5-50A LDF5-50A LDF5-50A LDF5-50A LDF5-50A LDF5-50A LDF5-50A KRT ENGINEERING
4 UNATi'ACHED FEMALE DIN (303) 870-6952
CONNECTOR(ANDREWS) L7PDF-RPL L7PDF-RPL L7PDF-RPL L7PDF-RPL L7PDF-RPL L7PDF-RPL L7PDF-RPL L7PDF-RPL L7PDF-RPL L7PDF-RPL L7PDF-RPL L7PDF-RPL 24 MECHANICAL
COAX SURGE ARRESTOR 12 + � -
5 (HUBER-SUHNER) 3409.41.009 3409.41.009 3409.41.009 3409 41.009 3409.41.009 3409.41.009 FOR GPS 3409.009 -
ELECTRICAL
ID TAG CABLE 1 CABLE 2 CABLE 3 CABLE 4 CABLE 1 CABLE 2 CABLE 3 CABLE 4 CABLE 1 CABLE 2 CABLE 3 CABLE 4 DENNIS GREVEL, P.E.
(303)870-6952
YELLOW YELLOW YELLOW YELLOW BLUE BLUE BLUE BLUE GREEN GREEN GREEN GREEN
COLOR CODE ORANGE RED WHITE VIOLET ORANGE RED WHITE VIOLET ORANGE RED WHITE VIOLET PLANNING
ARCHITECTURE
� INTERIOR DESIGN
� GPS ANTENNA KS24019 L110A, L112 OR L116
;
"N"TYPE CONNECTOR
CABLE TERMINATION
1/16"THICK NEOPRENE pF C0�
GASKET(PART OF MOUNT) ��,�� ��Pya
(4)- 10/32 STAINLESS STEEL SCREW CAPTIVE � ���E � o
IN MOUNTING (5/32" HEX DRIVER) * STECKLY �
CELL PCS PCS CELL GPS ° MACHINED ALUMINUM MOUNTING (KS24019 L115) �� 202802 �
�
, 1 1 1 SECTOR ANTENNA 2
(2)-3/8"- 16 x 3/8" LONG CUP POINT SET ��SF� AR��\
7/16" DIN TYPE FEMALE SCREWS (3/16"HEX DRIVER)
2 2 2 CONNECTOR(ANTENNA) STANDARD 1 1/4"(SCH 40)GALVANIZED IRON �
2 2 2 1/2"TOP JUMPER CABLE PIPE ANCHORED TO UNISTRUT POST
RE: 3/A4.0
GPS ANTENNA DETAIL
NOT TO SCALE CHARLES STECKLY ARCHITECTURE, Inc.
9142 WEST KEN CARYL AVENUE
SUITE D-6
B B B COAXIAL CABLE 3 LRTLETON,COLORADO 8012&5252
4 4 4 GROUND BAR SECTORS: csteck9y�mho7 et
3 3 3 @ ANTENNAS "ALPHA -YELLOW
SEE DETAIL * BETA - BLUE O 2001
" GAMMA- GREEN THIS DRAWING IS COPYRIGHT PROTECTED,AND
GROUNDING KIT * DELTA -YELLOW YELLOW IS THE SOLE PROPERTY OF CHARLES STECKLY
(2 YELLOW BANDS) IF ARCHITECTURE,INC THE USE OF THIS DRAWING
APPLICABLE IS INTENDED SOLELY AS AN INSTRUMENT OF
SERVICE FOR THE PROJECT INDICATED.
CABLES:
* 1 - ORANGE
GROUND BAR *2- RED REVISION
@ TRANSITION TO 1/2" *3-WHITE
#2 AWG INSULATED *4 -VIOLET NO. DATE ISSUE
GROUND WIRE "5- GRAY
4 4 4 * 6- GREEN
A 03 JAN 01 REVIEW
EXAMPLE: Sector Alpha, Cable
3 would be a yellow band and a � 22 FEB 01 ISSUE
1/2"TRANSITION JUMPER white band. /�
2 B GROUND BAR OUTSIDE � � - -
PORT IN WINDOW WELL CABLE COLOR CODING � - -
' EQUIPMENT SHELTER
RADIO EQUIPMENT CABLE MARKING TAPE SECTOR 3
�COAX SURGE The standard is based on the 10 NEMA�GAMMA) _ _
5 5 5 ARRESTOR colored tapes - black, blue, brown,green,
gray, orange, red, violet, white and yellow. _ _
These tapes should be readily available to �
�–BOTTOM JUMPER electricians on site. SECTOR A - -
SEE NOTE#6 CABLE MARKING TAGS CABLE 1
To provide additional identification each RF ATTWS
, cable shall be identified with a metal ID tag PROJECT DESCRIPTION
� GROUNDING DIAGRAM
made of stainless steel or brass and TAG LABELING
stamped with the sector, cable number and ADD NEW ANTENNA SCREEN W/(12)
� "ATTWS"to identify AT&T Wireless cables. ANTENNAS ON ROOF. UPGRADE
The tags shall be attached at the locat�ons TELECOMMUNICATIONS EQUIPMENT
described under NOTES: number 4. The
tags should be attached with corrosion proof AND ELECTRICAL SERVICE.
wire around the cable.
ANTENNA DIAGRAM, COLOR CODE PROJECT
RED SANDSTONE
NOTES AND CABLE MARKING ELEMEN7'ARY
645 N. FRONTAGE RD. W
1. ALL MATERIAL ON THE ABOVE TABLE SHALL BE PROCURED BY BECHTEL. RE-LOCATE EXISTING VAIL, COLORADO 81657
(4)OMNI ANTENNAS PARCEL#210106 302 013
2. THE CONTRACTOR SHALL NOT EXCEED THE TABLE LENGTHS SHOWN ON THE DRAWING TO CORNERS
WITHOUT RF ENGINEERING APPROVAL. PRO.�ECT NO.
3. CABLE LENGTHS LISTED ARE APPROXIMATE AND ARE NOT INTENDED TO BE USED FOR G4 R1 OSrJ
FABRICATION
G3 R2 DRAWN BY '
4. COLOR CODE ALL MAIN CABLES AT THREE LOCATIONS: MODULAR SC
AT ANTENNAS, @ EXTERIOR PORT ANTENNA
NEAR EQUIPMENT(INTERIOR) 270� SCREEN gp°
AZIMUTH G2 R3 AZIMUTH ISSUE DATE
5. ANTENNAS SHALL BE PROCURED AND INSTALLED WITH DOWNTILT BRACKETS AND (GAMMA) (ALPHA) 03 JAN 01
HEAVY DUTY CLAMPS SUPPLIED BY ANTENNA MANUFACTURER. G1 R4
6. THE BOTTOM JUMPER SHALL BE SUPPLIED AND INSTALLED BY THE EQUIPMENT SHEET TITLE
MANUFACTURER.
B4 B3 g2 B� SITE PLAN / RF SITE DATA
180°
AZIMUTH SHEET NUMBER
(BETA)
.
ANTENNA DIAGRAM ■
' NOT TO SCALE 2 OF 11
�---�;,�.
----... - -
z ' 1 TREE PLANTING DETAIL , SCALE: NTS 2 ENLARGED SITE PLAN / PARTIAL ROOF PLAN SCALE: 3/32" = 1'-0"
ROUTE GAS 8� ELECT IN COAX COVER NEXT TO EXISTING PULLBOX
�COAX& CATV STARTING HERE- RE 3/S1.0
EXISTING MW DISH N ��
� _ -E -E -E -E �
- - - NOTE: MOUNT GAS & ELECTRICAL CONDUIT
NW ON WALL IN COAX COVER-PAINT TO MATCH �
J EXISTING WALL.
GUY ALL NEW TREES IN 3 PLACES MORE THAN 1/2 I I NEW SUSPENDED 10'0"X6'6" m I 4'6"X4' "
� )
AND LESS THAN 2/3 THE HEIGHT OF THE TREE, ; COAX DUCT I 4'6"X4'6" VENT I I VENT
GUYING TO BE SLIGHTLY TAUGHT-USE WIRE, I RE: 3/S1 0 VENT I �AT�T WIRELESS SERVICES, Inc.
NYLON STRAPS WITH METAL GROMMETS,AND 18" I I I `" 1001 Suit C REET
METAL T-BAR STAKES - PLACE STAKES FLUSH �'I NEW BEAM/ `� �� m NEW COVERED COAX CABLE Denver, Colorado 80265 `
I CURB - RE: 4/S1.0 I� �9 PRE-CAST LOAD BEARING I I DUCT ON WALL -18"Hx12"D
WITH FINISH GRADE �,I WALL (BELOVIn
FLAGGING (TREES ONLI� � I MOUNT 6"ABOVE FIN GRADE
` """� �� / m REMOVE EXISTING MIN. - PAINT TO MATCH
8 ABOVE ADJACENT GRADE I I 4 OMNI ANTENNAS TO BE RELOCATE I �
; TO CORNERS OF � m CABLE TRAY 8� EXISTING BUILDING-RE•6/A3 0 CIVIL
MIN. 4" SHREDDED BARK MULCH aW 270° ANTENNA SCREEN / I I SUPPORTS TO PULLBOX _
I I AZIMUTH RE. S1.1
ROUGHEN BOTTOM OF PLANTING PIT PRIOR TO ;"' � m (2) 8"x8" RR TIES STAKED BRISTLECONE PINE -
z z SETTING - BACKFILL PIT WITH AMENDED SOIL I I 90°AZIMUTH I DOWN W/36" REBAR STAKES TYP OF (2) STRUCTURAL
�— REMOVE TOP ONE THIRD OF BURLAP AFTER N / ml I 4"CRUSHED @ 24" O C. FOR EROSION KRT ENGINEERING
PLACEMENT �I o ANTE NA SCREEN I 1 1/2"GRAVEL ON CONTROL D�p p��2� MECHAN CAL
ROOTBAL COMPACT BACKFILL UNDER I W 180 I I 2) LAYERS OF LS
°I AZIMU I ON RAISED CURB / � ., � NEW TRANSFORMER -
ROOTBALL PRIOR TO PLACEMENT TH ( RE: S1.1 mI I CLOTH W/4
I W � GALVANIZED RE: ELECT '
NOTES: ;I ROUTE NEW NATURAL I I EXIST NG BUILD NG I I NEW GENERATOR
EDGING ELECTRICAL
GAS LINE ON WALL / m AT PERIMETER DENNIS GREVEL, P.E.
1. ALL TREES TO BE A MIN 6'-0"H @ TIME OF PLANTING. I I RE• 3/S1.0 (SIM) I I (5) OMNI ANTENNAS RE: ELECT (303) 870-6952
2. SHRUBS TO BE A MIN. 3'-0" @ TIME OF PLANTING. �^ � TO BE REMOVED. I I NEW MECHANICAL � -
3. PLANT ALL MATERIAL ACCORDING TO COLORADO �W I I / m PLATFORM RE: STRUCT NEW 5 TON A/C PLANNING `
_I�� _ _ _ _ RE ELECT .�
NURSERY ASSOCIATION PLANTING / � — — — — — — — — — — — — — m — — � ARCHITECTURE
RECOMMENDATIONS &SPECIFICATIONS I I/ �I �� n �� ��
4. PROVIDE SOIL AMENDMENT� FERTILIZER y' � � � � � �� ALL EXISTING SHRUBS INTERIOR DESIGN
@TIMEOFPLANTING. / �� LV_ _ _ _ _V_ _ _ _ _V_� _ _ _V_ _ _VJ
5 RE-SEED ALL DISTURBED AREAS WITH NATIVE GRASSES. i NOTE: AREA AROUND REMOVAL OF OMNI-�� NEW WINDOW WELL TO REMAIN
— � ANTENNAS TO BE REPLACED W/NEW ROOFING RE 8/A3 0 ALL (E) EVERGREEN
6. ALL NEW LANDSCAPING TO BE WATERED BY EXISTING IRRIGATION SYSTEM — - - m TREES TO REMAIN
INSTALL DRIP IRRIGATION SYSTEM AS REQUIRED MIN 24"AROUND EXISTING PENETRATION- RE:
E —E —E —E — 4/A2.1 FOR ROOFING NOTES. —E —E —E —E J NEW 6" PVC DRAIN TO ����oF Cp�o�90
`� I I DAYLIGHT 8�STD �-EXISTING y o
SPLASH BLOCK CHARLES N
. REMOVE EXISTING RELOCATE EXISTING ELECTRICAL PARKING� * STECKLY �
CAN CABLE& CONDUIT- MOUNT ON REAR BUILDING SLOPE 1/4"/ FT TO � � �� 202802 �
LEGEND ROUTE ON WALL WALL- RE: ELECT ESTABLISH A Q O o NEW LANDSCAPING �Fy Z ��.`��
" IN CONDUIT POSITIVE DRAIN FLOW C9 � � SFD AR��
TO FOLLOW GAS& I( � a ? o
ELECTRIC � � `.�: �
BRISTLECONE PINE TYP OF (2) RE: 6/A3.0 (( W � � TREES TOIREMAIN N
PINUS ARISTATA �
II o �
0
I I � CHARLES STECKLY ARCHITECTURE, Inc.
GYM ROOF 9742 WEST KEN CARYLAVENUE
I RAMP DOWN su�Te o-s
I I L17TLETON,COLORADO 80128-5252
DOGWOOD TYP OF(2) (303)932�974
( NOTE: esteekly�mho.net
I I 1. ALL LANDSCAPING O 2001
CORNUS SPP. SHOWN AT MATURE HT
I I 2. RE: 1/A2.1 FOR ALL THIS DRAWING IS COPYRIGHT PROTECTED,AND
IS THE SOLE PROPERTY OF CHARLES STECKLY
� LANDSCAPING NOTES. ARCH�TECTURE, INC THE USE OF THIS DRAWING
I I � IS INTENDED SOLELY AS AN INSTRUMENT OF
SERVICE FORTHE PROJECT INDICATED
�� ~
3 SITE PLAN SCALE: 1" = 40'-0" 4 ROOFING NOTES REVISION
N 1. REMOVE (E) ROOFING MATERIALS AS REQUIRED. NO. DATE ISSUE
_ �- - -
--�� — _-- — �_ _ 2. INSTALL FLASHING AND ROOFING SYSTEM PER (E) ROOFING MANUFACTURER'S CURRENTLY PUBLISHED DETAILS. MAINTAIN (E) ROOFING WARRANTY. CALL A 03 JAN 00 REVIEW
I �—" " R - - �_ _ FOR REQUIRED INSPECTION. 1 22 FEB 01 ISSUE
---�_ � _,__���, � ��� �
� ROUTE OF NEW ELECTRICAL, GAS I_ � � � --"" - ---_ _ 3. SUBMIT ROOFING DETAILS AND SPECS TO CONSTRUCTION MGR. FOR APPROVAL PRIOR TO INSTALLATION. - -
Q � � � 8� CAN- FIELD VFY CONDITIONS � /�
-- �!� � � PRIOR TO BID I � � � � 4. DO NOT LEAVE OPEN ROOFING PENETRATIONS UNATTENDED. RE-ROOF, FLASH AND SEAL ALL OPENINGS PRIOR TO LEAVING THE JOB SITE. DO NOT LEAVE � � - -
� _ -- ' � ROOFING PENETRATIONS OPEN OVERNIGHT. �
�
� � _ / - -
! � � 5. SCHEDULE ROOFING OPERATIONS TO AVOID INCLEMENT WEATHER. _ _
�� � CONTRACTOR PARKING 6. PROVIDE PROTECTION AS REQUIRED TO AVOID LEAKAGE AND DAMAGE TO INTERIOR. / _\
1 STORAGE AREA
RED SANDSTONE
ELEMENTARY SCHOOL O 7. MAINTAIN EXISTING ROOFING DRAINAGE PATTERNS. -
� � �
= 1 . PROJECT DESCRIPTION
-
R ADD NEW ANTENNA SCREEN W/(12)
4 RI ANTENNAS ON ROOF. UPGRADE
TELECOMMUNICATIONS EQUIPMENT
1 AND ELECTRICAL SERVICE.
R
� PROJECT
RED SANDSTONE
� ELEMENTARY
645 N. FRONTAGE RD. W
VAIL, COLORADO 81657
� PARCEL#210106 302 013
� PROJECT NO. �
085 '
_ • DRAWN BY
� � � ' SC
_ �i
� ISSUE DATE
/ �
� 03 JAN 01
� � � UTILITY LOCATES: �
R / Tp,GE R�� CATES PRIOR TORDER UTILITY SHEET TITLE
_ / �R-��► FR�N CONSTRUCTION OPERATIONS SITE / PARTIAL ROOF PLAN
N CALL 1-800-992-1987
� ' - � ,./ SHEET NUMBER
y ' �
-
�
� 3 OF 11 '
,�
, --� . %
F
��
'' 9 NOT USED - 4 CORE DRILL DETAIL SCALE: 1 1/2" = 1'-0" 3 INTERIOR ELEVATIONS SCALE: 3/8" = 1'-0"
� i
�
EXISTING CORES
4"MIN FOR COAX �AT�T WIRELESS SERVICES, Inc.
a 1001 16th STREET
v v EXISTING CONC WALL , Swte C1
� � Denver, Colorado 80265
v � o SEAL W/ FOAM (TYP)
0 0
COAX
0 CORE DRILL(1)4"Q1 HOLE FOR NEW
NEW REF LINES -SEAL W/FOAM CIVIL
v o o � �� EXISTING GROUND BAR TO REMAIN -
STRUCTURAL
a (1) 6 CORE DRILL FOR KRT ENGINEERING
v v v COAX
� a RE• 2/A3 0 FOR LOCATION ELEVATION (303) 870-6952
v v o MECNANICAL
NOTE: TRANSITION TO 1/2"COAX
� LEADERS OUTSIDE EQUIPMENT _
SECTION ROOM ELECTRICAL
DENNIS GREVEL, P.E.
(303)870-6952
5 CORE DRILL FOR REFRIGERANT LINES SCALE: NTS NORTH ELEVATION PLANNING
ARCHITECTURE
INTERIOR DESIGN
(E)TRANSFER SWITCH (E) PANEL BOARD
ROUTE REFRIGERANT LINES THROUGH 6"� RE: ELECT. RE. ELECT.
CORE DRILLED HOLE IN EXISTING CONC.WALL,
SEAL WITH FOAM (TYP) -VERIFY EXACT � pF CO�o
�
LOCATION IN FIELD TO MAINTAIN A MIN. 7'-0"H NEW PANEL"A" ��'� � �"�o
' E 8'WALL CLEARANCE FOR HEADROOM ALL LOCATIONS RE: ELECT * ct-t���s N *
� � R E: 1 8�2/A 3.0 F O R P L A N V I E W S T E C K I Y
FOAM INSULATION � ��� ZQ28�Z �c�,
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REFRIGERANT LINES
�
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1 NEW 4" CORE DRILL FOR WIRE WAY- RE:ELECT 9142 WEST KEN CARYLAVENUE -
� � suire u-s �
REFRIGERANT LINES urr��oN,COLORADO 80128-5252
(303)932-99T4 �
• csteckly�mho.net
EAST ELEVATION o zoo�
THIS DRAWING IS COPYRIGHT PROTECTED,AND
IS THE SOLE PROPERTY OF CHARLES STECKLY
ARCHITECTURE,INC THE USE OF THIS DRAWING
, 15 INTENDED SOLELY AS AN INSTRUMENT OF
SERVICE FOR THE PROJECT INDICATED.
1—
8 WINDOW WELL DETAIL SCALE: 3/4" = 1'-0" 6 COAX, CABLE MOUNTING DIAGRAM SCALE: 1 1/2" = 1'-0" 1 EQ. ROOM FLOOR PLAN SCALE: 1/4" = 1'-0" 2 REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0"
REVISION
z
0 0 � N N NO. DATE ISSUE
� � A 03 JAN 01 REVIEW
E EQUIPMENT NEW 3/8"Q1 x 2" EXPANSIDN ANCHORS, EXIST. CONC WALL � �
� � NEW MECHANICAL GRADE @ 48" O.C.
ROOM p�qTFORM /
RE• STRUC ATTACH W/SHEET METAL (2) EXIST 6 CORE 1 22 FEB 01 ISSUE
" " (2) EXIST 6"CORE
SCREWS MIN 12" O.C. DRILLS FOR COAX DRILLS FOR COAX _ _
NOTE: EA. SIDE & (1) NEW 4" FOR REF R—R _ R R & (1) NEW 4" FOR REF.
GALVANIZED ROUTE NEW LINES - RE: 48�5/A3.0 RE-LOCATE
M LINES - RE 4�5/A3.0 _ _
36"x48"x5'D REFRIGERANT 2�„ � (E) LIGHT AS N (E)
WINDOW WELL LINES TO A/C UNIT 2 EXISTING EQ REQ'D SMOKE DETECTOR ' '
� SIM TO COAX ELECT. CONDUIT � �
ROUTE NEW 1/2" 0 12"W PAINTED CAN LINE NEW 5T CLG i i � (E)4"x48"
COAX LEADERS �' METAL CABLE COVER, MOUNTED FLUORESCENT LIGHTS
THROUGH ��
EXIST CORE DRILL PAINT TO MATCH (E) 4 Ql GAS FAN COIL I I _ _
TO NEW CABLE BUILDING UNIT ROUTE /�
TRAY REFRIGERANT �� / � ' '
LINES OVER
RE-ROUTE (E)COAX 6" PVC DRAIN TILE EXISTING TO NEW
� SAME ROUTE AS NEW CORE DRILL
� 4" MIN. CRUSHED
O O RADIO BAYS RE: ELECT PROJECT DESCRIPTION
GRAVEL ON F R ALL
SPECIFICATIONS ADD NEW ANTENNA SCREEN W/(12)
ANTENNAS ON ROOF. UPGRADE
18"W x 8"D PAINTED TELECOMMUNICATIONS EQUIPMENT
(2) LAYERS NEW 3/8"Q1 x 2" EXPANSI�N O O
OF LANDSCAPE ANCHORS @ 48" O.C. METAL CABLE COVER, �E�
CLOTH GROUND BAR O O PAINT TO MATCH (E) BACKUP LIGHTS AND ELECTRICAL SERVICE.
TIE TO EXISTING - RE:A4.0 ATTACH W/SHEET METAL BUILDING
SCREWS MIN 12" O.C. O UTILITY SHELF (E) LADDER RACKS PROJECT
ATTACH COAX (TYP.)
7 FLASHING DETAIL @ STUB COL. SCALE: 1" = 1'-0" VERT EA. SIDE W/ STD BLOCKS RED SANDSTONE
/ @ 4s° o.c. nnnx ° ELEMENTARY
/ AS REQ'D 645 N. FRONTAGE RD. W
VAIL, COLORADO 81657
GROUND BAR @ COAX PARCEL#210106 302 013
CURB BASE STUB COLUMN TRANSITION BEYOND MICROWAVE EQ
RE:STRUCT RE: STRUCT TIE TO EXISTING GROUND PROJECT NO.
RE: A4.0 085
GRADE VARIES °
EQUIPMENT DRAWN BY
s" SC
UTILITY SHELF
(E) BALLASTED CABLE TRAY CONDITION AT EAST WALL (E)THROUGH � � ISSUE DATE
ROOFING SYSTEM WALL A/C UNITS E THROUGH WALL 03 JAN 01
A/C UNITS TO REMAIN
RE: 3/S1.0 FOR CONDITION AT NORTH WALL, WEST OF PULLBOX I I I I I I I I SHEET TITLE
L — — _ J L — _ _ J L — — _ J L — — — J
(E) BAR JOIST PIPE BOOT
W/FLASHING& , DETAI
COUNTER SHEET NUMBER
- FLASHING - RE:4/A2.1
FOR ROOFING NOTES
�
4 OF 11
' 1 ELEVATIONS SCALE: 1/8" = 1'-0"
•` i
�
�AT�T WIRELESS SERVICES, Inc.
1001 16th STREET
Suite C1
Denver, Colorado 80265
.�
CIVIL
EXISTING MW DISH STRUCTURAL
KRT ENGINEERING
(303)870-6952
MECHANICAL
o -
�
'� ELECTRICAL
DENNIS GREVEL, P.E.
(303)870-6952
PLANNING
ARCHITECTURE
INTERIOR DESIGN
0
�
0
� �pF C0�0
� �P� �90
M `' CHARL S N. °
* STECKLY *
' � 202802 �.
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CHARLES STECKLY ARCHITECTURE, Inc.
9142 WEST KEN CARYL AVENUE
SUITE D-6
L17TLETON,COLORADO 80128-5252
(303)932-9974
csteckly�mho.net
O 2001
THIS DRAWING IS COPYRIGHT PROTECTED,AND
PARTIAL SOUTH ELEVATION IS THE SOLE PROPERTY OF CHARLES STECKLY
ARCHITECTURE,INC. THE USE OF THIS DRAWING
IS INTENDED SOLELY AS AN INSTRUMENT OF
SERVICE FOR THE PROJECT INDICATED
REVISION
NO. DATE ISSUE
� 03 JAN 01 REVIEW
� 22 FEB 01 ISSUE
RE-LOCATE (4)OMNI � _ _ '
NEW MODULAR ANTENNAS HERE ^
ANTENNA SCREEN � � - -
ON CURB \
RE: STRUCT EXISTING �OOF VENTS _ -
COLOR: TO MATCH
EXISTING BLDG. � ' -
EXISTING 4'0 MW DISH � _ _
� - -
= PROJECT DESCRIPTION
� ADD NEW ANTENNA SCREEN W/(12)
(1) NEW COAX COVER FOR COAX ANTENNAS ON ROOF. UPGRADE
(1) NEW COAX COVER FOR CATV LINE, TELECOMMUNICATIONS EQUIPMENT
ELECT&GAS CONDUIT AND ELECTRICAL SERVICE.
RE: 6/A3 0 �
� PROJECT
�v�-r- �,��,-�-�,� Wt � i`� 1 Wt��1 ld RED SANDSTONE
��. C`���,4�L� ��� ����T" Ta ELEMENTARY
645 N. FRONTAGE RD. W
w ' n 1 �� � �- ��� VAIL, COLORADO 81657
❑ ❑ _ NEW 100 - �� PARCEL#210106 302 013
�� �0 � GENERATOR- RE: ELECT
NEW A/C UNIT NEW TRANSFORMER PROJECT NO.
RE• ELECT RE: ELECT
085
DRAWN BY '
SC
ISSUE DATE �'
EAST ELEVATION 03 JAN 01
SHEET TITLE
EXTERIOR ELEVATIONS
SHEET NUMBER
�
■
` 5 OF 11
�
_�
��.
�' 1 GENERAL NOTES 3 EXTERIOR GROUNDING SCALE: 1/8" = 1'-0" 4 CONDUIT GROUNDING SCALE: NTS 5 GROUND WIRE TO GROUND BAR SCALE: NTS
,, 1. FOR NUMBER OF GROUND RODS REQUIRED, REFER TO THE PROJECT GROUNDING AND LIGHTNING
PROTECTION SPECIFICATION. i
2. GROUND WIRES SHALL BE ROUTED INTO THE SHELTER FOR CONNECTION TO THE FOLLOWING: i N �
-- BOND GROUND WIRE TO INTERIOR GROUND RING HALO AT A MINIMUM OF TWO PLACES AND i
LOCATE CONNECTIONS ON OPPOSITE SIDES OF THE SHELTER. i TO GROUND BAR @ �
--- BOND GROUND WIRE TO MASTER GROUND BAR FOR ERICSSON EQUIPMENT. i ANTENNA STRUCTURE
--- BOND GROUND WIRE TO AC POWER SERVICES AND SURGE ARRESTOR IN ACCORDANCE WITH i �ATBT WIRELESS SERVICES, Inc.
PROJECT GROUNDING AND LIGHTNING SPECIFICATION, THE NEC AND LOCAL CODE REQUIREMENTS. 1001 16th STREET
i Suite C1
i ' #6 AWG TO GROUND BAR #6 AWG FROM ANTENNA Denver,Colorado 80265
3. #2 AWG STRANDED, INSULATED COPPER WIRE MAY BE USED IN LIEU OF SOLID BCW FOR BONDING i ' STRANDED CABLE GROUND KIT
DEVICES FROM INSIDE SHELTER TO THE EXTERIOR GROUND RING. i ' INSULATED
TWO HOLE LONG
4. BOND EACH CORNER OF SHELTER SKID TO GROUND RING (APPLICABLE ONLY ON SHELTERS WITH i � GROUND BAR ON WALL,
METAL SKIDS). i �_____� �� BARREL LUG FLOOR OR ON ANTENNA CIVIL
TELCO OR POWER TOWER SEE DETAIL
5. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE DESIGN AND i � CABLES o 0 0 0 0 0 0 0 _
CONSTRUCTION SPECIFICATIONS AND ALL APPLICABLE CODES �i � o 0 0 0 0� o 0 0 � STRUCTURAL
� � KRT ENGINEERING
6. C O N D U I T R O U T I N G S A R E S C H E M A T I C. C O N T R A C T O R S H A L L I N S T A L L C O N D U I T S S O T H A T A C C E S S C A B L E T R A Y S i I I T E S T W E L L (303) 870-6952
TO EQUIPMENT IS NOT BLOCKED. ABOVE � METALLIC TWO HOLE LUG, TO BE USED
' CONDUIT MECHANICAL
i I WITH #2 AWG BCW TO
7. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND i I ��� BUILDING OR RING GROUND �
GROUND BAR � BURNDY TYPE GAR- -
CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR @ i I NEW MECHANICAL
DAMAGE TO THE CONDUIT. TRANSITION TJ � � PLATFORM TC GROUND
1/2" COAX � RE STRUCT CONVECTOR CAT# ELECTRICAL
� DENNIS GREVEL, P.E.
8 COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY CADWELD CONNECTIONS. � � GAR3903TC) (303) 870-6952
COPPER i � NEW WINDOW WELL
9. SERVICE TO SHELTER SHALL BE 120/240VAC, 400A, SINGLE PHASE. GROUND BAR � �'RE• 8/A3.0 PLANNING
� 6 CONDUIT WITH GROUND WIRE SCALE: NTS 7 STANDARD GROUND BAR SCALE: NTS ARCHITECTURE
10.IF TELCO REQUIRES POWER AT THE RACK, INSTALL 1" CONDUIT FROM SHELTER TO UTILITY RACK. � INTERIOR DESIGN
11.PREFABRICATED SHELTER WILL BE PROVIDED WITH INTERNAL WIRING AND EQUIPMENT INSTALLED. TO EXISTING GROUND
FOR COMPLETE INTERNAL WIRING AND ARRANGEMENT REFER TO DRAWINGS PROVIDED BY RING
SHELTER MANUFACTURER.
��pF C 0(��
EXIST EQUIPMENT
12.FOR INTERIOR EQUIPMENT LAYOUT AND LOCATION, SEE SHELTER MANUFACTURER'S DRAWINGS ROOM �P � q°
AND SPECIFICATIONS 24445-000-3PS-AKBP-G0001. IN CASE OF CONFLICT THE DRAWINGS GOVERN. � c��S N �
:
* STECKLY *
13.ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC(CADWELD). 7�16� 5 f��'F�s22 2p �\�'
� 4 2 ED qR�
14 ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR�EXTERIOR)SHALL BE FORMED USING TWO 0
(2) HIGH PRESS CRIMPS. #6 AWG STRAND �Q 2'1 0 � 3/4"
INSULATION GROJND CABLE. ° o 0 0 �
15.ALL EXOTHERMIC CONNECTIONS TO THE GROUND RODS SHALL START AT THE TOP&HAVE A STRIP INSULATION IN � o 0 0 0 0 0 0 0 � „
VERTICAL SEPARATION OF 6" FOR EVERY ADDITIONAL CONNECTION. � AREA OD CADWELD ° ° � ° ° � �
0
o , o
1
16 ALL EXTERIOR GROUND CONDUCTORS SHALL BE COATED WITH A CORROSION RESISTANT CHARLES STECKLY ARCHITECTURE, Inc.
MATERIAL. LEGEND 9142 WEST KEN CARYL AVENUE
SYMBOL DESCRIPTION GROUNDING LEGEND 1- COPPER GROUND BAR, 1/4"X 4"X 20", NEWTON INSTRUMENT CO. urn.�oN,co�oRADO 8012&5252
17.ALL EXTERIOR GROUND CONDUCTORS SHALL BE#2 AWG TIN PLATED COPPER UNLESS OTHERWISE METALLIC CADVVELD OR BOND
� 5/8"x 10'-0" COPPER CLAD STEEL GROUND ROD CONDUIT #6 GROUND WIRE CAT. NO. B-6142 OR EQUAL. HOLE CENTERS TO MATCH NEMA esteck9y�nno et
INDICATED -
- TO SAME GROUND DOUBLE LUG CONFIGURATION
18.GROUND RODS SHALL BE STAINLESS STEEL OR COPPER CLAD STEEL, 5/8"Q�x 10'-0" LONG,AND GROUNDIN BAR TO WHICH 2- INSULATORS, NEWTON INSTRUMENT CAT. NO 3061 O 2001
' SHALL BE DRIVEN VERTICALLY WITH THEIR TOPS 30" BELOW FINAL GRADE OR 6" BELOW FROST LINE Q INS�ECTION WELL BUSHING GROJND CABLE 3- 5/8" LOCK WASHERS, NEWTON INSTRUMENT CO. CAT NO. 3015-8 THIS DRAWING IS COPYRIGHT PROTECTED,a�v�
FOR MAXIMUM DEPTH. IS ATTACHED IS THE SOLE PROPERTY OF CHARLES STECFQ.Y
4- WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT. NO. ARCHITECTURE,�rvc THE USE OF THIS DRAWING
■ CADWELD TYPE CONNECTION IS INTENDED SOLELY AS AN INSTRUMENT OF
19.CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK A-6056 SERVICE FOR THE PROJECT INDICATED
CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMITTED. 5- 5/8-11 X 1" HHCS BOLTS, NEWTON INSTRUMENT CO CAT. NO. 3012-1
• CONPRESSION TYPE CONNECTION
20.USE OF 90° BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45° REVISION
BENDS CAN BE ADEQUATELY SUPPORTED.
NO. DATE ISSUE
21.MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED 5 OHMS.
2 CELL SITE INSTALLATION NOTES SCALE: NTS A 03 JAN 01 REVIEW
1 22 FEB 01 ISSUE
CELL SITE INSTALLATION NOTES 9. STANDARD BUSS BARS (CIGEE AND MIGB) SHALL BE FURNISHED AND INSTALLED. THEY � _ _
SHALL NOT BE FABRICATED OR MODIFIED IN THE FIELD. �
THE FOLLOWING INSTALLATION NOTES HAVE BEEN COMPILED FROM THE EXISTING PROJECT
DOCUMENTS (I.E. PROJECT SPECIFICATIONS, EQUIPMENT VENDOR DOCUMENTS, ETC.)FOR 10. ALL GROUND WIRES SHALL BE INSTALLED WITHOUT LOOPS (PIGTAILS)AND SHARP BEND RADIUS. - -
USE. THESE NOTES SHALL BE UTILIZED FOR THE CONSTRUCTION OF THE CELL SITES TO B ANTENNA COAXIAL CABLES'WAVEGUIDE)
ENSURE COMPLIANCE WITH THE PROJECT DESIGN AND SPECIFICATION REQUIREMENTS.
NOTE: THE RF TRANSMISSION LINE INSTALLED BETWEEN THE RADIO CABINET, FURNISHED BY RBIs EQUIPMENT
A. GROUNDING: SUPPLIER, AND THE ANTENNA CONSISTS OF A COAXIAL CABLE, SOMETIMES REFERRED TO A AS WAVEGUIDE '
1. ALL METAL CONDUIT FOR GROUNDING DOWN CONDUCTORS SHALL BE BONDED TO THE 1. ALL ANTENNA COAXIAL CABLES AND JUMPERS SHALL BE INSTALLED WITHOUT LOOPS AND/OR PIGTAILS(UNO) - -
GROUND SYSTEM AT BOTH ENDS. 2. ANTENNA COAXIAL CABLE GP,OUND KITS SHALL NOT BE INSTALLED ON THE JUMPER BETWEEN THE ANTENNA AND � _ _
2. GROUNDING CONDUCTORS SHALL BE CONNECTED TO THE MAIN WATER PIPE (IF THE MAIN LINE CABLE.
APPLICABLE) USING A BURNDY TYPE GAR-TC CLAMP. 3. ANTENNA COAXIAL CABLE GP,OUND KITS SHALL BE INSTALLED AS CLOSE TO THE CONNECTOR AS POSSIBLE AT
3. KOPR-SHIELD ANTI-OXDATION COMPOUND SHALL BE USED ON ALL GROUNDING EACH ANTENNA. IF THIS IS NDT FEASIBLE THE GROUND KIT SHALL BE INSTALLED IMMEDIATELY AFTER THE BEND
� corvrvECTiorvs. PROJECT DESCRIPTION
ON THE FIRST STRAIGHT RUh OF CABLE. THE GROUND KIT SHALL BE INSTALLED ON STRAIGHT SECTION OF CABLE
4. ALL UNDERGROUND GROUNDING CONNECTIONS SHALL BE MADE BY THE CADWELD PROCESS ONLY AND NOT ON BENDS.
, ADD NEW ANTENNA SCREEN W/(12)
5. ALL CADWELDS SHALL BE INSTALLED USING THE PROPER CONNECTION /MOLD AND 4. ANTENNA COAXIAL CABLE SHALL BE INSTALLED TO COMPLY WITH THE MANUFACTURER'S MINIMUM BEND RADIUS ANTENNAS ON ROOF. UPGRADE
MATERIALS FOR THE PARTICULAR CONNECTION AND/OR APPLICATION. SPECIFIED IN THE FOLLOWIN3 TABLE. THE CONTRACTOR SHALL INSTALL RACEWAY FOR COAXIAL CABLE USING TELECOMMUNICATIONS EQUIPMENT
TEE CONNECTION SWEEP CONNECTION POST CONNECTION THE PROPER FITTINGS NEC6SARY TO ENSURE THAT THE MINIMUM BEND RADIUS REQUIREMENTS ARE MET AND ELECTRICAL SERVICE.
COAXIALCABLE MINIMUM BEND RADIUS g RF CABLE GROUNDING NOTES SCALE: NTS
iCADWELD CADWELD MANUFACTURER CABLE TYPE CABLE SIZE MINIMUM BEND MINIMUM BEND RADIUS IN 4" PROJECT
(DIAMETER) RADIUS IN TRAY OR 6"CONDUIT
ANDREWS , LDF5-50A 7/8" 10" CONTACT COAX MANUF. ` RED SANDSTONE
#2 AWG BC CADWELD � ' ELEMENTARY
#2 AWG BC / #2 AWG BCW ANDREWS LDF7-50A 1 5/8" 20" CONTACT COAX MANUF. NOTES: NOMINAL NOMINAL CABLE TYPE CABLE HANGER MANUFACTURER 645 N. FRONTAGE RD. W
CABLE SIZE CABLE RUN NUMBER TYPE NUMBER MIN. BEND RADIUS VAIL, COLORADO 81657
5. THE ANTENNA COAXIAL CABLES SHALL BE MARKED AND TAGGED IN ACCORDANCE WITH REQUIREMENTS IN 1. WHEN USING PIROD COMPONENTS AS SHOWN IN STANDARD DETAILS, PARCEL#210106 302 013
PROJECT SPECIFIED 24445-000-3PS-AOOZ-G0001 MAXIMUM ALLOWABLE SPAN BETWEEN SUPPORTS ON A CONTINUOUS 7�8�� 100'-0" MAX. LDF5-50A 206706-2 10"
6. ALL BOLTED GROUNDING CONNECTIONS SHALL BE INSTALLED WITH A LOCK WASHER UNDER g THE CONTRACTOR SHALL OFIENT THE COAXIAL CABLES ON THE ICE BRIDGE TO MATCH WITH THE ORIENTATION OF SINGLE SECTION OF BRIDGE CHANNEL SHALL BE 19 FEET FOR 20 FEET �� � �� •� PROJECT NO.
THE NUT HARDWARE FOR BOLTED CONNECTIONS SHALL BE MINIMUM OF 3/8" DIAMETER 1 5/8 OVER 100-0 LDF7-50A 206706-4 20
AND SHALL BE STAINLESS STEEL. THE COAX ENTRY HATCH PV,TE ON THE SHELTER. BRIDGE CHANNEL OR 9 FEET FOR 10 FEET BRIDGE CHANNEL. O85
7. GROUNDING WIRE SHALL NOT BE INSTALLED OR ROUTED THROUGH HOLES IN ANY METAL 7 �NLY ANDREWS GROUNDING KITS SHALL BE USED ON ANDREWS CABLE. THE FOLLOWING IS A LIST OF PART 2, WHEN USING PIROD COMPONENTS FOR SPLICING BRIDGE CHANNEL SECTIONS, THE SPLICE SHOULD BE PROVIDED AT THE SUPPORT, IF POSSIBLE, OR AT A
OBJECTS OR SUPPORTS TO PRECLUDE ESTABLISHING A"CHOKE"POINT. NUMBERS FOR GROUNDING N,ITS. MAXIMUM OF 2 FEET FROM THE SUPPORT. DRAWN BY
EXAMPLE NORMAL CABLE ANDP,EWS ANDREWS STANDARD 3. WHEN USING PIROD COMPONENTS, SUPPORT SHOULD BE PRO'✓IDED AS CLOSE AS POSSIBLE TO THE ENDS OF ICE RIDGES,WITH A MAXIMUM CANTILEVER SC
� CHOKE POINT TO SIZE (DIAMETER) CABIF TYPE GROUND KIT DISTANCE OF 2 FEET FROM THE SUPPORT TO THE FREE END OF THE ICE BRIDGE.
� BE AVOIDED 7�g" LDF550A SGLS-06B2 ISSUE DATE
y 4. CUT BRIDGE CHANNEL SECTIONS SHALL HAVE RAW EDGES TREATED WITH A MATERIAL TO RESTORE THESE EDGES TO THE ORIGINAL CHANNEL, OR
; 1 5/8" LDF750A SGL7-06B2 EQUIVALENT, FINISH. 03 JAN 01
J
� g. FERROUS METAL CLIPS WHICH COMPLETELY SURROUND THE GROUNDING CONDUCTOR $•SNAP-IN HANGERS USED FOR 7/8"ANDREWS CABLE SHALL BE ANDREWS SNAP-IN HANGERS. SNAP-IN HANGERS 5. ICE BRIDGES MAY BE CONSTRUCTED WITH COMPONENTS FROM MANUFACTURERS OTHER THAN PIROD, PROVIDED THE MANUFACTURER'S INSTALLATION SHEET TITLE
s` USED FOR 1 5/8"ANDREWS CABLE MAY BE ANDREWS SNAP-IN HANGERS OR EQUIVALENT HANGERS FROM
�� SHALL NOT BE USED. CLIPS OF THE FOLLOWING MATERIALS AND TYPES MAY BE USED TO ANOTHER VENDOR. GUIDELINES ARE FOLLOWED. GROUNDING
�,� FASTEN AND SUPPORT GROUNDING CONDUCTORS. 9.HOISTING GRIPS USED FOR 7�8"AND 1 5/8"ANDREWS CABLE MAY BE ANDREWS OR EQUIVALENT HOISTING GRIPS
�` - PLASTIC CLIPS , FROM ANOTHER VENDOR. FGR 1 5/8" COAXIAL CABLE, A STAINLESS STEEL HOSE CLAMP MUST BE INSTALLED WITH 6 DEVIATIONS FROM STANDARDS FOR COMPONENT INSTALLATIONS ARE PERMITTED WITH THE RESPECTIVE SHEET NUMBER
�� THE HOISTING GRIP. MANUFACTURER'S APPROVAL.
��
e =� '
O N
3LL C. MANUFACTURED MATERIAL: 7. DEVIATIONS FROM ICE BRIDGE FOUNDATIONS SHOWN ON SITESPECIFIC DRAWINGS OR STANDARD DETAILS REQUIRE ENGINEERING APPROVAL.
m ■
� s� - METAL CLIPS WHICH DO NOT COMPLETELY SURROUND THE , 1.WHEN SPECIFIC MANUFACTU�ER'S ITEMS ARE SPECIFIED, THEY MAY REPLACED BY SIMILAR, EQUIVALENT
�a GROUNDING CONDUCTOR. ITEMS WITH PRIOR ENGINEERING APPROVAL. 6 OF � �
• �� 2 SECTION @ (E) WALL SCALE: 3/4" = 1' � ROOF PLAN SCALE: 1/8" = 1'
�.
� (1) 18" COVERED CABLE (1) 18" COVERED CABLE TRAY FOR COAX �_
���
30'-7" TRAY FOR COAX (1) 12" COVERED CABLE TRAY FOR GAS & ELECTRICAL CONDUIT N
�
�
3 �ATBT WIRELESS SERVICES, Inc.
S1.0 COAX IN CABLE TRAY 1001 16th STREET
3 6" 2-12
STITCH WELD-TYP RE: 3/S1 0
Swte C1
F� 3/8 xd3 GUSSET —W—w—w--�w-w�w—W i w-w�w—w�W ' Denver, Colorado 80265
(2) PER STUB COL �
MAS ANTENNA I � (
CURB BASE PIPE 4"Q1 XS � ( ( (E) 9" CONCRETE LOAD
STUB COLUMN (TYP) � � � BEARING WALL (BELOW) CIVIL
TS 8x6x1/4" � � �
CUT AND REPLACE ROOFING, � ° I I _
1'-1" CLEAR MIN INSULATION, AND BALLAST � °O � SUSPENDED 6
FROM HIGH POINT � � � COAX RUN - RE. 3/S1 0 3 p (2)CABLE TRAYS STRUCTURAL
4)5/8"fdx4"L BOLTS SET IN H�OXY � � RE. 6/A3.0 KRT ENGINEERING
OF ROOF NP' 1/4
�� F�1/2"x9"x12"-SEE "A" � 4 OMNI ANTENNAS TO (303) 870-6952
9"
(E) BALLASTED _ t _ __ _ _ __ _ __ _ ____ _ _ � BERELOCATEDTO
ROOFING SYSTEM � / t�— � MECHANICAL
22" 4" 2�' I � I 1 CORNERS OF SCREEN STRUCTURE _
° (E) BAR JOIST � � I
O _ o ELECTRICAL
co � � � 8 DENNIS GREVEL, P.E.
� o o � � S1.1 LANDSCAPING RE: 2/A2.1 (303)870-6952
� 240°
41/2" �N � i AZIMUTH II S1.0 I PLANNING
� i � 90°AZIMUTH ARCHITECTURE
A BASE PLATE 9° � � � /� — -- --- �\ INTERIOR DESIGN
(E) REINFORCED I � � MAS- MODULAR ANTENNA � � //
5 180° i � SCREEN - RE: S1.1 I a I 1 �
CONCRETE WALL S1 A ( E AZIMUTH � I COLOR: TO MATCH l�,p�f � �" ' _
� � EXISTING BUILDING I O I � - -
(E) BARJOIST — - -- - -- - --- - - --- - - -- � � � I ` -
i - --- ' � /, =
, 4 � i NEW RAISED CURB FRAME � � �3 � � �
S1.0 � ❑ � J
3 CABLE TRAY SECTION SCALE: 3/�" = 1' j i RE: 4/S1.0 I �--, I -
� � I
` I i NEW MECHANICAL r, �
� i PLATFORM - RE S2.0� J �
UNISTRUT E ; (E) BEAM (BELOW) � � NEW 100KW NATURAL
GAS/ELECT. CONDUIT, _ � � � � TH S LOCA OTN R • -
w-w-w-w-wJ i I
i ■ i I I
� I I
2�-Un �
ANTENNA FRAME � � NEW GALVANIZED STEEL CHARLES STECKLY ARCHITECTURE, Inc.
O.C. TYP � 9142 WEST KEN CARYL AVENUE
RE: S1.1 � WINDOW WELL SUITE D-6
TS 2x2x1/8" CAPPED � � � (BELOW) LITTLETON,COLORADO 8012&5252
I (303)83Z-9974
ANTENNA CURB AT BOTH ENDS � \\ _ _ __ _ � RE 3/S2 0 8c 8/A3 0 esteek�y�r�ho.�et
RE: 1&3 S1 0 1 1/2"DIAMOND GRIP STRUTATTACHED PLAN i DRAIN - RE: 1/S2.0
W/"J" BOLTS @ 24" O.C. EXPANSION JOINT i O 2007 r'
11/16°X1�� SLOT � RE: THIS DRAWING IS COPYRIGHT PROTECTED,AND
C8 x 11 5 EACH SIDE '
S2.O IS THE SOLE PROPERTY OF CHARLES STECIQY
� ARCHITECTURE,INC THE USE OF THIS DRAWING
1'-1" CLEAR MIN FROM i IS INTENDED SOLELY AS AN INSTRUMENT OF
� COAX HIGH POINT OF ROOF COA COAX ��4�� NP. i � � SERVICE FORTHE PROJECT INDICATED
° � Q O
TS 2x2x1/8" � �
(E) BALLASTED ROOFING � � z � � REVISION
� na �
� � ..
SYSTEM _ Z � I I GYM ROOF x c1 w NO. DATE ISSUE
`'' � � n GAS/ELECT COVDUIT I I w w �
� CAN LINE MOUWTED I I
UNISTRUT @ 24" O.C. TO UNISTRUT I I � 3 JAN 01 REVIEW
WELD TO CHANNELS TO MATCH EXIS-ING I I
CLIP ANGLE I I 1 22 FEB 01 ISSUE
L Sxsx��2°xs^H I � /�
D II � � - -
x � � n
NP. ��8�� 8�� (4) 1/2"x4"ANCHOR �- ( � / \
22H7@4'-OC. � � 40LH10@4' O.C.
��8" BOLTS - -
SET IN EPDXY I I � /�
I / � - -
0 18 CABLE TRAY � ^
$ RE: 6/A3.0 FOR � � � / � _ _
o � NP NOTES
I � _ _
(E) CONCRETE WALL GALVANIZED SHEET
MTL COVER
,� AS REQ'D - MIN. 22 GA. TRASH PROJECT DESCRIPTION
�' ADD NEW ANTENNA SCREEN W/(12)
ANTENNAS ON ROOF. UPGRADE
TELECOMMUNICATIONS EQUIPMENT
AND ELECTRICAL SERVICE.
4 ANTENNA CURB FRAMING PLAN SCALE: 1/8" = 1'-0" 5 SECTION @ PARAPET SCALE: 3/4" = 1'-0"
PROJECT
TS 8x6x1/4�� CAPPED RED SANDSTONE
N AT ENDS ELEMENTARY
E�ANSION JOINT
,. 5/8"fd STUDS WELDED 645 N. FRONTAGE RD. W
SUSPENDED WALKWAY �6 � 11116"x1" SLOT
�n �—& COAX RUN - RE: 3/S1 0 I� 1/2"WELDED TO � - TO TS BEAM @ SLOTTED VAIL, COLORADO 81657 �
TS 6x41/4 COL. � � � � TS TO ALLOW I I HOLES IN SADDLE EACH SIDE PARCEL#210106 302 013
TYP OF (2)- RE• 5/S1.0 x X I Ii�9" LOAD BEARING
— — — — — — — — —
U U � � WALL BELOW EXPANSION - _ 1'-1" MIN CLEAR FROM
�^ � TS 8x6x1/4" OF BEAM o � 1/4,� -�yp Zh Z HIGH POINT OF ROOF BELOW FRAME PROJECT NO.
l 1 �' � �85
TS 6x4x1/4
(E) BALLASTED ROOFING DRAWN BY
I 2 C° INSULATION
� � v S1 0 L Sx4x1/4^xs"H (E) ROOFING BOARD
o x � � -
r- �(
� �
' X � � SC
iv oo x x) N 12" F'�1/2"x12"x12" (2)TYP
_ � � 00 °�� `- RE 4/S 1 0 ,
'— � �� �s°Xa°Xvz�Xs°H ISSUE DATE
TS 8x6x1/4" I �� � ��4�� _ (E) BEAM
PIPE 4 Q1 XS � , , , ��4„ TyP � (6)5/8fdx4" BOLTS 03 JAN 01
STUB COL-TYP OF (2) _ SET IN EPDXY -
RE: 2/S 1.0 � 8�
SHEET TITLE
- I� 1/2" ,�
7'-0" 12'-8" 12'-4" �—BEAM (BELOW) ° ° �2)NP 1/4" -�-YP� STRUCTURAL FRAMING PLAN
� 32'-0" � 9 ALL EXPOSED STEEL TO BE GALVANIZED 6^ � v2° RE: 4/S1.0 SHEET NUMBER
; V.I.F 2. APPLY COLD GALVANIZED COMPOUND TO WELDS � '
3.VERIFY ALL DIMENSIONS & COORDINATE W/MA.S
� (MODULAR ANTENNA SCREEN)S1.1./ A FRONT
. SIDE VIEW B PLAN VIEW ■ '
' 4. SUBMIT SHOP DRAWINGS FOR ARCHITECT RE'/IEW. (E) CONCRETE WALL 7 OF 11
�
,
1 M.A.S. PLAN SCALE: 1/4" = 1'-0" 4 REAR ELEVATION SCALE: 1/4" = 1'-0" 8 SCREEN SECTION LOOKING NORTH SCALE: 1/4" = 1'-0"
* N ��
�
12'-6" &
MOUNT (1) OMNI ANTENNA AT EA. �ATBT WIRELESS SERVICES, Inc.
CORNER(4 TOTAL) NO PANEL HERE 1001 16th STREET
Suite C1
TOP LEVEL � FOR ACCESS TOP LEVEL Denver, Colorado 80265
PANEL ANTENNA 4x4x1/4"x STEEL ANGLE @
(TYP OF 12)- MOUNT W/TYP TOP RAIL (TYP)
o PIPE MOUNT BRACKETS ENTRY ACCESS 2-1/2x2-1/2x1/4 STEEL ANGLE �
DIAGONAL BRACING (TYP) �
FIBERGLASS PANEL 'n CIVIL �
SCREEN (TYP) 5 4x4x1/4" STEEL ANGLE +�
RE: 7/S1.1 S1.0 BASE RAIL (TYP) ° -
�
• • 4x4x1/4"x4"H STEEL ANGLE @ � BOTTOM LEVEL STRUCTURAL
� ,�. � � � � � BOTTOM LEVEL — � INTERSECTION OF RAILS I
� o o KRT ENGINEERING
N � � �P� � (303)870-6952
� ROOF � � ROOF MECHANICAL
�– � 2 I I C8x11.5 (TYP) _
2 TS 8x6x1/4" BEAM
S1.0 I I -
I I S1.0 ELECTRICAL
I I DENNIS GREVEL, P E.
/
`_ (303)870-6952
0
PLANNING
ARCHITECTURE
INTERIOR DESIGN
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- 4 .
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2 M.A.S. FRAMING PLAN SCALE: 1/4 — 1 -0 5 M.A.S. FRAMING PLAN SCALE: 1/4 — 1 -0 6 PANEL ELEVATIONS SCALE: 1/4 — 1 -0 9 (TYP) SCREEN SECTION SCALE: 1/4 — 1 -0 3 Q ` ,
� (BOTTOM) N (TOP) N �
4. � �
12'-6" �
15'-8"
2 15" 60" 60" 15" 2„ 3" 12" 12" 3" � 10
n �
S1.1
N t� — — � — — � — — � � — — ° °n ° CHARLES STECKLY ARCHITECTURE, InC.
I
I 30 I N 9742 WEST KEN CARYL AVENUE
L L
STEEL � � i STEEL–�� TOP LEVEL SUITE D-6
FRAME FRAME o p �� LITTLETON,COLORADO 80128-5252
I I (303)932-9974
BELOW - BELOW 30 18 csteck�y�mho.net
RE: 4/S1 0 c°� �� RE•4/S1.0 OO 2007
� PANELS ABOVE � THIS DRAWING IS COPYRIGHT PROTECTED,AND ' �
IS THE SOLE PROPERTY OF CHARLES STECFdY �
I I ARCHITECTURE,INC THE USE OF THIS DRAWING �
i,o� �— --� 8 IS INTENDED SOLELY AS AN INSTRUMENT OF �
SERVICE FORTHE PROJECT INDICATED
N i i � o S1.1 BOTTOM LEVEL
`�' � � STEEL � � ROOF
� � F�ME �o REVISION
I I BELOW — S1.1 NO. DATE ISSUE
M � � RE• 4/S1 0
I I o A 03 JAN 01 REVIEW
� � C8x11.5 (TYP) �
0 0 0
- - — 1 22 FEB 01 ISSUE
N � - - � - - � - - � - - .� - - J /� - -
2" 15" 30" 30" 30" 30" 15" 2"
9 � _ _
� S1.1 4 " PANEL ELEVATIONS /� - -
� - -
3 M.A.S. ELEVATION SCALE: 3/4" = 1' 7 PANEL DETAILS SCALE: 3/4" = 1'-0" 70 ANTENNA MOUNTING DETAIL SCALE: 3/4" = 1'-0" /� _ _
/ \
� - -
FIBERGLASS PANEL
SCREEN (TYP) 3-1/2" 1/2" 1/8^
RE: s,7is�.� TYP ALL PROJECT DESCRIPTION
`� 2^ TYP ALL SIM.
r `o CONDITIONS ADD NEW ANTENNA SCREEN W/(12)
0
r� 4x4x1/4 STEEL ANGLE
CONDITIONS
--�* ANTENNAS ON ROOF. UPGRADE
ao r, TELECOMMUNICATIONS EQUIPMENT
C8x11 5 AT PERIMETER 'Aq � AND ELECTRICAL SERVICE.
� . . . . . • 3/4"0(TYP) ��G�,
��
STUB OLUMN � � ��"•oJ DIAGONAL ANGLE BRACE ° PROJECT
�
ROOF �NP �F 2� RED SANDSTONE
� 18" EDGE DETAIL � ELEMENTARY
v 2 3/8 P1 ANTENNA PIPE 645 N. FRONTAGE RD. W
� Z MOUNT VAIL, COLORADO 81657
� � PARCEL#210106 302 013
MOUNT ANTENNA TO PROJ ECT NO.
8 GENERAL NOTES FRAME W/TYP PIPE
MOUNT BRACKETS O$rj
_ ,� �2„ �2„
c°o '
NOTES: �° DRAWN BY
NOTE: SC
1 . FIBERGLASS PANELS PROVIDED BY CF MAIER COMPOSITES ° ° VERIFYANTENNATILT
�4n� ��P� N WITH AT8�T ISSUE DATE
CONTACT: GARY TULCOTTE 30��
@ (303) 278-8013 NOTE: ATTACH TUBS WITH 5/8"Q1
HEX BOLTS WITH NUTS 8�SPLIT 03 JAN 01
2. PROVIDE SHOP DRAWINGS FOR ARCHITECTS REVIEW ON ALL STEEL WORK PRIOR LOCK WASHER
TO CONSTRUCTION. SHEET TITLE
3. RE-COAT ALL EXPOSED WELDS W/ COLD GALVANIZED SPRAY. PANEL SECTION PANEL SECTION ANTENNA WITHOUT DOWN TILT ANTENNA WITH DOWN TILT MODULAR ANTENNA SCREEN
4. MOUNT EXITING OMNI'S IN CORNERS OF M.A.S. W/ TYP PIPE MOUNT BRACKETS.
SHEET NUMBER
� ,
■
' 8 OF 11
•y 6 NOT USED - 4 NOT USED - 3 WINDOW WELL DETAIL SCALE: 3/4" = 1'-0"
? ALLOW GRATE TO BE
REMOVED AREA OF WINDOW WELL TO WALL- RE. 1/S2 0 i
z &
�
� �AT�T WIRELESS SERVICES, Inc.
(E) EQUIPMENT q-�-�-ACH C8x11.5 TO 1001 Suit C1REET
ROOM GRADE
CONC WALL WITH (2) Denver, Colorado 80265
5/8"x4" BOLTS 12' UNISTRUT
SET IN EPDXY FOR COAX SUPPORT
CORRUGATED RE• 1/S2 0 @ 36" O C
GALVANIZED -
STEEL 36"x48"x5'D CIVIL
WINDOW WELL
o -
�
� sTRUCTU�u►�
KRT ENGINEERING
� (303) 870-6952
MECHANICAL
ELECTRICAL
DENNIS GREVEL, P.E.
(303) 870-6952
PLANNING
ARCHITECTURE
INTERIOR DESIGN
6" PVC DRAIN IN
4" CRUSHED �
GRAVEL � � ,= ' :
.� -��� , _
5 STANDARD NOTES FOR CONCRETE WORK 2 PAD DETAIL SCALE: 3/4" = 1'-0" ��� = �d �;� _
2��� , _ �-
� � - -
A. ALL CONCRETE WORK SHALL CONFORM WITH ACI 318-89. DETAIL REINFORCING IN GENERATOR ON � GENERATOR SKID, BOLT TO WF
�►- COVFORMANCE WITH ACI SP66-88 NARROW SKID � '
W/BOLTS PER MFR RECOMMENDATIONS
B. NOSPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR �
AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES,WHERE PERMITTED SHALL GRATE- RE. 11S2.0 � PL 3/8"x8"x8"WITH (4) 1/2"�?J A B.
BE A MIN. OF 30 BAR DIAMETERS ON HIGH STRENGTH GROUT
C. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS �
SHOWN ON DRAWINGS CHARLES STECKLY ARCHITECTURE, Inc.
9142 WEST KEN CARYL AVENUE
SUITE D-6
D. CU2E AFTER FINISHING CONCRETE KEEP MOIST FOR 7 DAYS AFTER POURING N u: LITTLETON,COLORADO 80128-5252
E 1/4'CHAMFER ON ALL CORNERS AND EDGES. GRADE GRADE > (303)932-9974
csteckly�mho.net
�
O 2007
COC� ��C��E�C:c��,�`"�� THIS DRAWING IS COPYRIGHT PROTECTED,AND
IS THE SOLE PROPERTY OF CHARLES STECKLY
�I ARCHITECTURE,INC THE USE OF THIS DRAWING �
I @ CORNERS � �U�� �� y� IS INTENDED SOLELY AS AN INSTRUMENT OF
IIIATERIAL SPECIFICATIONS STRUCTURAL DESIGN ; � �� � !, �� SERVICE FORTHE PROJECT INDICATED. ,
SPECIFICATIONS _
A. ALL CONCRETE SHALL BE PORTLAND TYPE 1 CEMENT "' �� �/���,��/� � � �t�'�
i�
' LIVE LOAD• (SNOW) 100 PSF I @ 12" E.W. (�.�-�U�,c REVISION
WITH A MIN. OP & BTM
28 DAY STRENGTH OF 3000 PSI AND 5"SLUMP. WIND SPEED: 100 MPH NO. DATE ISSUE
B ALL CONC. SHALL BE DESIGNED TO A MIN. AIR N
EXPOSURE• C � 03 JAN 01 REVIEW
ENfRAINMENT OF 4% �
C. ALL REINFORCING STEEL SHALL BE GRADE 60. SEISMIC ZONE: 1 � NOTE: � _ _
REFER TO GENERAL �
SOIL BEARING: 1500 PSF(ASSUMED) 2._s.� NOTES THIS SHEET _ _
1 MECHANICAL DECK FRAMING PLAN SCALE: 1/2" = 1'-0" � - -
� - -
(E) BUILDING C8x11.5 (2)5/8"x4" Ql BOLTS SET IN EPDXY
GROUT- EA LOCATICN INDICATED 4 �
`" � N - -
LOCATION �
OF NEW 5T A/C CABLE TRA N ��CABLE TRAYS � _ _
ABOVE o � ABOVE - RE: 6/A3.0
�n RE: 6/A3 0 ° �-
x �
• REMOVABLE GRATE THIS x � � NEW TRANSFORMER ON PROJECT DESCRIPTION
LOCATION V 6"SLAB ON GRADE BY HOLY CROSS
�. NEW 36"x48"WINDOW WELL � ENERGIES- COORDINATE EXACT ADD NEW ANTENNA SCREEN W/ 12
o BELOW C8x11.5 � LOCATION IN FIELD ANTENNAS ON ROOF. UPGRADE )
�, RE 3/S2.0
TELECOMMUNICATIONS EQUIPMENT
� `� AND ELECTRICAL SERVICE
(E) EQUIPMENT RM N +�
(BELOW) � N
RE:A3 0 � � PROJECT
� C8x11 5 �—C8x11 5 C8x11.5
GENERAL NOTES: RED SANDSTONE
NOTE: � � �� 1. ALL WELDS TO BE 1/4" FILLET ELEMo NTARY/
1. REFER TO GENERAL 1 x3/16 -19-4 OPEN WELDS UNLESS NOTED OTHERWISE.
- NOTES 4/S2.0 GALVANIZED � 2 PROVIDE SHOP DRAWINGS PRIOR VAIL, COLORADO 81657
3 GRATE "' TO CONSTRUCTION. PARCEL#210106 302 013
S2 0 3 PROVIDE SHOP DRAWINGS FOR
ARCHITECT REVIEW FOR ALL STEEL PROJECT NO.
� LOCATION OF NEW GENERATOR WORK, PRIOR TO CONSTRUCTION. 085 ,
�, ,n � 4. ALL EXPOSED FRAMING TO BE
� C8x11.5 GALVANIZED U N O.
v� 5. MAINTAIN ALL CLEARANCES PER DRAWN BY
2'6"x2'-6" COMC PIER �
(BELOW) N MFR RECOMMENDATIONS FOR ALL SC
C8x11.5 � F A/C UNITS, GENERATOR AND
TRANSFORMER. ,
6" PVC DRAIN 2 6. RE-COAT ALL WELDS W/COLD ISSUE DATE
TO DAYLIGHT- SLOPE 1/4"/ FT. g2.0 GALVANIZATION COMPOUND. O3 JAN O�
TO ESTABLISH A POSITIVE
DRAIN FLOW
SHEET TITLE
NEW STD.
_� ° EQ. EQ. EQ. a�� STRUCTURAL DETAILS _
CONC SPLASH BLOCK � , „ � � . ,. SHEET NUMBER �
v 11 -6 3-0
� ■ ,
`- 9 OF 11
_ 1 ELECTRICAL SITE PLAN SCALE: 1/16" = 1'-0"
� N �.�
1 CABLE TRAY FOR COAX CAN 2 CABLE TRAYS-RE 6/A3 0
LINE,ELECT B�GAS CONDUIT ATTACHED TO �
UNISTRUT-RE 3/S1 0 EXISTING MW DISH
� �AS E GAS GAS GAS GA
�AT&T WIRELESS SERVICES, Inc.
NEW SUSPENDED 4'6"X4'6" � 1001 16th STREET
COAX&DUCT VENT (1)CABLE TRAY FOR COAX Suite C1
10'0"X6�6" 4�6"X4�6" (1)CABLE TRAY FOR GAS,ELECT Denver, Colorado 80265
NEW BEAM/ VENT VENT CONDUITS '
CURB RE 6/A3 0
NEW ANTENNA SCREEN NEW TRANSFORMER
D RE STRUCT REMOVE T1 -COORDINATE EXACT LOCATION IN FIELD W/
EXISTING
CABLE TRAY CONSTRUCTION MGR CIVIL
NEW GENERATOR - � �
,�m�
(E)TRANSFORMER ROUTE NEW NATURAL NEW MECH - �
NEW WIRING(FIELD ROUTE ALL ELEC PLATFORM NEW 5 TON A/C
(E)METER AND DISCONNECT SWITCH VERIFY ROUTING) AND GAS ON UNISTRUT GAS LINE ON WALL UNDFR EXIST RE STRUCT � STRUCTURAL �
� i SIM TO EXISTING ELECTRICAL CONDUIT FCLLOW � � KRT ENGINEERING
(E)GAS METER SAME PATH-MOUNT UNISTRUT
GA � � (303) 870-6952 „
E � ,
GAS GAS GAS GAS GA GAS GAS GAS GAS MECHANICAL
GAS GAS GA3
TO MEDIA ROOM � � � -
E E E E E E E E E E E E E E E E E E E E E E � EXISTING ELECTRICAL
NEW CT CABINET, METER,AND � � �
DISCONNECT SWITCH I RE-LOCATE RELOCATE EXISTING Q � PARKING�� DENNIS GREVEL, P E.
EXISTING CAN ELECTRICAL Z � � 303 870-6952
CONDUIT FOR LINE MOUNT CONDUIT-MOUNT ON � a W NEW LANDSCAPING � �
N CABLE ON REAR REAR BUILDING X �W 'i� ° RE A2 1
BUILDING WALL WALL w w � ALL EXISTING ASPEN PLANNING
NEXT TO GAS, ` TREES TO REMAIN
ELECT ` e � ARCHITECTURE
CONDUIT INTERIOR DESIGN
\GYM ROOF
� �___._ � ,
�
Q�t�hqo^•i°o'``'�,y
r�,o���� �,F'�,t
❑ r . ` �
NOTE: � � 7
1 SEE GENERAL NOTES E1 1
; ����� r; ��
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�
CHARLES STECKLY ARCHITECTURE, Inc.
9142 WEST KEN CARYL AVENUE
SUITE D-6
LITTLETON,COLORADO 8012&5252 �
(303)932�9T4
esteekly�mho.net
O 2007
THIS DRAWING IS COPYRIGHT PROTECTED,AND
IS THE SOLE PROPERTY OF CHARLES STECFdY
" � ARCHITECTURE,INC THE USE OF THIS DRAWING
IS INTENDED SOLELY AS AN INSTRUMENT OF
SERVICE FOR THE PROJECT INDICATED
2 ELECTRICAL ONE-LINE DIAGRAM SCALE: NTS 3 ELECTRICAL SPECIFICATIONS • SCALE: NTS REVISION
GENERAL CONDITIONS: NO. DATE ISSUE
SCOPE OF WORK, PROVIDE NEW SERVICE TO EXISTING 10)THERE SHALL BE NO PVC CONDUIT INSIDE OF THE TRANSFORMER
AT&T SHELTER SHELTER WILL BE UPGRADED TO 3f71 BUILDING. IF UI�DERGROUND, IT SHALL BE CHANGED GENERAL-PURPOSE DRY-TYPE TRANSFORMERS � 03 JAN 01 REVIEW
AND NEW EQUIPMENT ADDED AT A LATER DATE TO STEEL CONDJIT PRIOR TO ENTERING THE BUILDING SHALL BE ACCORDING TO NEMA TR 1, FACTORY-
SHORT CIRCUIT CALCULATIONS *** THE CONTRACTOR SHALL INSTALL THE 11)PROVIDE ALL FLEX CONNECTIONS TO ALL ASSEMBLED, GENERAL-PURPOSE,AIR-COOLED,
ELECTRICAL SYSTEM PER THE N E C AND ALL EQUIPMENT ANC TRANSFORMERS SEALTITE DRY-TYPE TRANSFORMERS PROVIDE FOUR(MIN)2 5 1 22 FEB 01 ISSUE
A FEEDER LOCAL, FIRE DEPARTMENT AND SPECIAL LOCAL SHALL BE USED FOR ALL CONNECTIONS TO EXTERIOR %TAPS, 2 ABOVE AND 2 BELOW NORMAL FOR /�
F_1 73 x 500 Ff x 58.900A _ 15� CODES EQUIPMENT. DE-ENERGIZED TAP-CHANGING OPERATION INSULATE / � - -
16,200 x 208V *** OBTAIN ALL NECESSARY LOCAL AND STATE 12)WHERE CONDUIT PENETRATES WALLS, WITH CLASS 220 INSULATION AND RATE FOR 150 ^
TRANSFORMER NOTES. PERMITS IN ADDITION TO HAVING ALL WORK CEILINGS AND/OR FLOORS,THE CONTRACTOR DEGREES C RISE AT CONTINUOUS OPERATION AT / \ _ _
M= � - 06 Ti - 112 5 KVA TRANSFORMER WITH 2O8V,3QJ,3W 1)PROVIDE 1 1/4"CONDUIT FOR EXISTING TV INSPECTED BY APPROPRIATE AUTHORITIES SHALL PATCH APOUND CONDUIT AS TO PROVIDE A RATED KVA TRANSFORMER SURFACE TEMPERATURE
1+151- PRIMARY, 120/208V,3f�,4W SECONDARYAND CABLE, PARALLEL TO NEW POWER CONDUIT *** THE CONTRACTOR SHALL COORDINATE THE TIGHT SEAL AN�THE SURFACE WILL BE LEFT IN A RISE TO BE LIMITED TO A MAXIMUM OF 65 DEGREES C
ISC= O6 x 58 900A=3 65S AIC A MIN (2)2 1/2%TAPS ABOVE 8c(2)2 1/2%TAPS BELOW REMOVE EXISTING CONDUIT,AND REINSTALL ELECTRICAL DRAWINGS WITH BUILDING FEATURES CONDITION AS 1D MATCH THE EXISTING PROVIDE TERMINAL ENCLOSURE,WITH COVER,TO � -
' ' NORMAL CONNECT SO NO-LOAD OUTPUT IS 5% HIGH. CABLE IN NEW CONDUIT PRIOR TO ANY ROUGH IN 13)CONTRACTOR WILL NOT BE ALLOWED TO USE ACCOMMODATE PRIMARY AND SECONDARY �
"** ALL MATERIALS AND EQUIPMENT SHALL BE "AC","MC","NM"NPE WIRING SYSTEMS WITHOUT THE COIL WINDING CONNECTIONS AND ELECTRICAL - -
B.TRANSFORMER INSTALLED IN ACCORDANCE WITH WRITTEN PERMI3SION OF THE OWNER SUPPLY RACEWAY TERMINAL CONNECTOR LIMIT
3 658A x 208V x 1 73 x 1.11 _ E PANEL BOARD(RELOCATE CIRCUITS TO NEW PANEL+REMOVE RECOMMENDATIONS OF THE MANUFACTURER CONDUCTORS: TERMINAL COMPARTMENT TEMPERATURE TO 75 _ _
F- 100,000 x 112 5 KVA '13 � � � AS APPROVED BY THE ARCHITECT AND/OR 1)ALL WIRE SHALL BE COPPER UNLESS DEGREES C WHEN TRANSFORMER OPERATES AT
(E)APPLETON PLUG(REMOVE) ENGINEER,AND TO CONFORM WITH THE OTHERWISE NOTED ON THE DRAWINGS. RATED KVA IN 40 DEGREES C AMBIENT CUSHION _ _
1 CONTRACT DOCUMENTS THE INSTALLATION 2)FEEDERS#4 AND LARGER SHALL BE XHHW OR THWN TRANSFORMER COIL AND CORE ASSEMBLY FROM
M � + 13- 88 (E)TRANSFER SWITCH(REMOVE) SHALL BE ACCOMPLISHED BY WORKMEN 3)TAG ALL FEECER AND BRANCH CIRCUIT ENCLOSURE WITH VIBRATION ISOLATION SUPPORTS.
SKILLED IN THIS TYPE OF WORK CONDUCTORS Ih ALL ENCLOSURES,JUNCTION TRANSFORMER SOUND-LEVEL NOT TO EXCEED
ISC= 88 x 3,658A=3,237 AIC *��
,�. 400A/3P DISCONNECT SWITCH ALL MATERIALS USED SHALL BE NEW AND BOXES, PANELS,ETC., TO INDICATE ITS CIRCUIT AND ANSI/NEMA STANDARDS FOR ITS KVA RANGE STEEL
w/300A FUSES SHALL BE UL LABELED PANEL NUMBERFROM WHICH IT IS FED. ENCLOSURES SHALL BE CLEANED AND PHOSPHATIZED PROJECT DESCRIPTION
400A/3P DISCONNECT SWITCH "** REVIEW AND COMPLY WITH ALL OF THE 4)ALL CONDUCIORS USED AT 75°C RATING BEFORE PAINTING WITH LIGHT GREY ENAMEL
+• w/300A FUSES GENERAL CONDITIONS OF THE CONTRACT BOXES: TRANSFORMER SHALL BE PAD MOUNTED(PROVIDE ADD NEW ANTENNA SCREEN W/(12)
4#350 KCMIL, 1#4 G,3"C DOCUMENTS AND SPECIFICATIONS IF SO 1)ALL BOXES SHALL BE PER N E C AND SIZED PAD ACCORDING TO MFR'S RECOMMENDATIONS)AND ANTENNAS ON ROOF. UPGRADE
CT CABINET APPLICABLE PER CODE BASED ON THE NUMBER OF WIRES SHALL INCLUDE A WEATHER SHIELD TO MAKE TELECOMMUNICATIONS EQUIPMENT
(E)WIRING TO BE REMOVED *** PAINT ALL EXPOSED CONDUIT, FITTINGS ENTERING OR LEAVING EACH BOX TRANSFORMER WEATHER PROOF
WHEN NEW WIRING IS CONIIECTED METER AND BOXES TO MATCH SURFACE COLOR 2)ALL BOXES SF'ALL BE A MINIMUM OF 1-1/2^ AND ELECTRICAL SERVICE.
CONDUIT: DEEP BY 4"X 4"SQUARE OR OCTAGONAL WHEN USED NOTE: PRIOR TO ANY AND ALL
�(E)DISCONNECT SWITCH(REMOVE) 1)CONDUIT TYPES SHALL BE PER N E C. WITH FIXTURES UNLESS A LARGER SIZE TRENCHING OPERATIONS CALL
400A/3P AUTOMATIC TRANSFER 2)MINIMUM SIZE IS 1/2"UNLESS OTHERWISE IS REQUIRED BYTHE DEVICE OR NUMBER OF FOR UNDERGROUND UTILITY PROJECT
SWITCH NOTED ON THE DRAWINGS AND SHALL BE WIRES BEING IN3TALLED OR PER CODE ALL LOCATIONS PHONE 1-800-922-1987
NEW PANEL"A" — - - - - - - - - - - - - - - - _ _ (E)TRANSFORMER B INSTALLED IN A CONCEALED MANNER. BOXES SHALL BE PRESSED STEEL GALVANIZED TYPE RED SAN DSTON E
HOLY CROSS 3)IF ALLOWED BY THE OWNER OR ENGINEER, U O N. ON THE DRAWINGS BOXES FOR ELEMENTARY
FUTURE �--1 , ENERGIES(300KVA) CONDUIT MAY BE ALLOWED TO BE INSTALLED MASONARY-BLOCK OR TILE WALLS SHALL BE
PANEL"B� � ISC=3,658A IN AN EXPOSED MANNER IN CERTAIN SQUARE CORNERED TYPE 645 N. FRONTAGE RD. W
4#3/0, 1 #4G,2"C J LOCATIONS. IF EXPOSED, IT SHALL BE ROUTED GROUNDING: VAIL, COLORADO 81657
T1 #4 COPPER TO GROUND PARALLEL TO OR AT RIGHT ANGLES TO THE 1)PROVIDE ALL GROUNDS AS REQUIRED BY THE N E C PARCEL#210106 302 013
WIRE WAY ROD OR RING- BOND LINES OF THE BUILDING. RIGHTANGLE BENDS 2)ALL GROUNDS SHALL BE COPPER.
ISC=3,237A TO NEUTRAL� SHALL BE MADE WITH STANDARD ELBOWS. 3)ALL GROUNDING ELECTRODES SHALL BE
4#350 KCMIL, 1 #4G,3"C " '" WHERE EXPOSED AND BELOW 6 FEET ABOVE BONDED TOGETHER PER NEC 250-50 PROJECT NO.
75KVA ENGINE-GENERATOR THE FLOOR AND SUBJECT TO PHYSICAL
3#350 KCMIL,2 1/2"C DAMAGE IT SHALL BE G R S CONDUIT O85
(PROVIDED BYAT&T) � �COPPER TO GROUND
4)ALL EMT CONDUIT SHALL BE USED WITH
E-G ROD OR RING-BOND TO ISC=58,900A COMPRESSION FITTINGS AND ALL CONNECTORS SHALL DRAWN BY
NEUTRAL HERE OR IN T1 3#350 KCMIL, 1#4G,2 1/2"C BE OF THE INSULATED THROAT TYPE
400A/3P DISCONNECT SWITCH ✓ " 4"350kcmd, 1#4G,3"C 5)ALL PVC CONDUIT SHALL BE SCHEDULE 40 TYPE SC
W/300A FUSES 6)ALL CONDUIT THAT PASSES THROUGH A RATED
FIREWALL OR FLOOR SHALL USE APPROVED
#4 COPPER TO GROUND ROD OR RING FIRESTOPS EVEN IF NOT SHOWN ON THE DRAWINGS � ISSUE DATE
7)ALL CONDUITS LEFT EMPTY FOR FUTURE
USE SHALL HAVE A CONDUIT MEASURING TAPE 03 JAN 01
OF 200#TENSILE STRENGTH OR EQUAL PULLED
INTO THE CONDUIT AND TIED OFF AT EACH END
8)LABEL ALL CONDUITS ATALL JUNCTION SHEET TITLE
BoxES, PANELS, ETC ELECTRICAL SITE PLAN & DTLS
9)PROVIDE SUPPORTS PER N E C
10)THERE SHALL BE NO PVC CONDUIT INSIDE OF THE
BUILDING. IF UNDERGROUND, IT SHALL BE CHANGED SHEET NUMBER
�, AT SHELTER AT TRANSFORMER TO STEEL CONDUIT PRIOR TO ENTERING THE BUILDING
�
�
' 10 OF 11
�� .- 7 NOT USED SCALE: NTS 5 GENERAL NOTES SCALE: NTS 3 INTERIOR ELEVATION SCALE: 3/8" = 1'-0"
i
GENERAL NOTES:
�
1. CONTRACTOR TQ VERIFY ALL UTILITIES AND UNDERGROUND COAX PRIOR TO �
CONSTRUCTION.
�AT�T WIRELESS SERVICES, Inc.
2. VERIFY WITH LOCAL UTILITY COMPANY FOR SEPARATION DISTANCES FOR ALL UTILITIES 1001 16th STREET �
� Swte C1
3. MOUNT ELECT CONDUIT 8� GAS CONDUIT TO UNISTRUT SIM TO EXISTING, REPAIR EXISTING Denver, Colorado 80265
UNISTRUT AS NEC6SARY.
4. NEW 100W NATURAL GAS GENERATOR PROVIDED BY AT8�T PROVIDE ALL CONNECTIONS
FOR PROPER OPERATION.
� CIVIL
5. NEW SPLIT SYSTEM 5-TON A/C UNIT TO BE• SPACE FOR FUTURE PANEL"B"
CONDENSER: CARFIER 38HDC060-5(208V, 3Q1) NEW PANEL"A" -
CLG MOUNTED FAn COIL UNIT: 40QA6060(208V, 1 fd) STRUCTURAL
� KRT ENGINEERING
6 NEW TRANSFORNER BY CONTRACTOR- ROUTE FROM EQUIPMENT ROOM THROUGH (303) 870-6952
EXISTING CORE DRLL - RE: 4/E1.1 FOR LOCATION � � p ❑ MECNANICAL
7. PROVIDE SHOP ORAWINGS FOR ARCHITECTS REVIEW ON ALL STEEL WORK PRIOR TO I I 0 ' � ;
CONSTRUCTION. O (E) PANEL BOAR '
(E)TRANSFER L — J ELECTRICAL
SWITCH �1 � DENNIS GREVEL, P.E
�� (303)870-6952
4 PARTIAL SITE PLAN SCALE: 1/4" = 1' s��Xs��Xs'WIRE WA PLANNING
N (W/(4)400A/4W LUGS) ARCHITECTURE
(E) CORE DRILL INTERIOR DESIGN
�
EAST ELEVATION .�Y,�U ,����,y�,,
NEW COVERED COAX CABLE -�,�;��s� � �F,�,
��enees l.
r °
DUCT ON WALL-18"Hx12"D ` �'
MOUNT 6"ABOVE FIN GRADE j= `�� ``
} MIN.- PAINT TO MATCH ��` �°m e���p� ,a�,,
-� o e ,�
EXISTING BUILDING. LOCATE o�'Q��`31 p�°�y`
�� BELOW DISCONNECT SWITCH ' F / m��"oo� �
o AND TRANSFORMER. �r,��� t�--��\
� ° o RE: 6/A3 0 -
� � 400A/3P DISCONNECT SWITCH �
� o W/300A RKI FUSES.ABOVE
400A/3P AUTOMATIC I a NEW CABLE TRAY.
TRANSFER SWITCH L — _ _ _ � CHARLES STECKLY ARCHITECTURE, Inc. �
ABOVE NEW CABLE �
TRAY i NEW TRANSFORMER ON A 6" 9142 WEST KEN CARYLAVENUE
SUITE D-6
SLAB ON GRADE BY•HOLY LITTLETON,COLORADO 80128-5252
I CROSS ENERGIES (303)932�974
� � ♦ VERIFY EXACT LOCATION IN csteck�y�ho.net
� � - - _ _ _1 FIELD W/CONSTRUCTION MGR
O 2007
I THIS DRAWING IS COPYRIGHT PROTECTED,AND
NEW 100KW NATURAL GAS
GENERATOR IS THE SOLE PROPERTY OF CHARLES STECKLY
ARCHITECTURE,INC THE USE OF THIS DRAWING
NEW MECHANICAL IS INTENDED SOLELY AS AN INSTRUMENT OF
PLATFORM i SERVICE FOR THE PROJECT INDICATED
RE. STRUCT 1 PANEL SCHEDULE
6 NOT USED SCALE: NTS I
� REVISION
A-14,16,18 NEW 5 TON A/C
60A/3P DISCONNECT NO. DATE ISSUE
SWITCH W/35A FUSES � S C H E D U L E - PAN E L A
I A 03 JAN 01 REVIEW
� NEW WINDOW WELL 120/208V 3P PHASE 200 AMP BREAKER SURFACE MOUNT
- RE: STRUCT DESCRIPTION CB LOAD CB DESCRIPTION 1 22 FEB 01 ISSUE �
I � HVAC #2 30 � 2 3o HVAC #1 _ _
� 2 3 4 2
_ — _ _� _ _ _ _ _ LIGHTS 2 � 5 s � RECEPT �
HALON 2 � � s � RECEPT.
r--T---�-— --�] I NOTE: REFER TO 30 9 10 � RECEPT. _ _
-� I ARCHITECTURAL FOR RECTIFIER#1
I � I r � I LANDSCAPING 2 �� 12 1 RECEPT.
� I j L� I RECTIFIER#2 30 �3 14 40 5T A/C - -
� J � 15 16 3
I 2 - -
( NEW 5T CLG j � � RECTIFIER#3 30 �7 �8
� MOUNTED U � 2 19 - 20 � _ _
� FAN COIL � i FAN COIL 15 2 23 24 30 2 RECTIFIER#4
� UNIT � ,
�, � L� � RADIO BAYS SPACE 25 ' 28 30 �
27 _ 28 2 RECTIFIER#5 PROJECT DESCRIPTION ~�
� � � � REMOVE APPLETON PLUG AND
o, i A-21,23 I I � USE OPENING FOR NEW 29 _ - 30 30 RECTIFIER#6
I � ELECTRiCAL CONDUIT 31 32 2 ADD NEW ANTENNA SCREEN W/(12)
I � � � 33 = 34 SPACE ANTENNAS ON ROOF. UPGRADE
I � � � 35 ' 36 TELECOMMUNICATIONS EQUIPMENT
I r� NEW ELECT. PANEL 37 - 38 AND ELECTRICAL SERVICE.
� � � A � � "A" W/NEW WIRE WAY 39 " 40
� � � E1.0 �� BENEATH RE• 3/E1.1 41 " 42 PROJECT
I I
� L_J �� PHASE LOAD 14801 14876 11,196 RE D SAN DSTO N E
L ELEMENTARY
� -�
I ( I LOAD CONN. VA DEMAND DEM. VA REMARKS 645 N. FRONTAGE RD. W
� �——� I I LIGHTING 600 125% 750 1 INSTALL VAIL, COLORADO 81657
( � � RECEPT. 2880 100% 2880 ISOLATED PARCEL#210106 302 013
� ——� � o
MOTORS 6195 125/0 7744 GROUND BUS
� L__� � OTHER 31,198 100% 31,198 KIT PROJECT NO.
� MICROWAVE EQ i TOTAL 40,873 42,572 085
( � TOTAL LOAD 42,572VA / 208VX� = 118.3 AMPS. DRAWN BY
I I
I I SC
I r–� ELECTRICAL NOTES : ALARM NOTES :
� EQUIPMENT L�
I—--� f---) �� 1. ALL INTERIOR ELECTRICAL WORK IS SURFACE MOUNT IN EMT CONDUIT THE FOLLOWING ALARMS WILL ISSUE DATE
I ( I I � I 2 A L L 1 5 A M P.&2 0 A M P C I R C U I T S H A V E#1 2THHN WIRING B E W I R E D T O T H E J-B O X 0 3 J A N 0 1
� I � I �——� 3 ALL 25 AMP &30 AMP CIRCUITS HAVE#10THHN WIRING 1 DOOR ALARM
L__1 _L __I _ (E)THROUGH 4 ALL 40 AMP CIRCUITS HAVE#8 THHN WIRING 2 A C POWER FAIL
WALL A/C UNITS 5 ALL ELECTRICAL COMPLIES WITH THE LATEST NEC CODES 3 HVAC FAILURE UNIT#1 SHEET TITLE
6. EXTERIOR GROUNDING SYSTEM, METER AND SERVICE BY THE 4. HVAC UNIT FAILURE UNIT#2
I I I I ELECTRICAL CONTRACTOR. 5 HIGH TEMP ELECTRICAL PLAN & DTLS
L _ _ _ J L - _ _ J
7. ALL WIRING USED AT 75°C RATING 6 LOW TEMP
8 HVAC UNITS ARE NEW-PROVIDE CIRCUIT,'�ND CONTROL WIRING 7 SURGE ARRESTOR SHEET NUMBER
, RECONNECT EXISTING LIGHTING AND REC�PTACLES TO NEW PANEL ALL
` OTHER EQUIPMENT IS FUTURE-PROVIDE CIRCUIT BREAKERS ONLY NOTE :
ALL ALARMS ARE OPEN ON ■
. ALARM-(NORMALLY CLOSED) 11 OF 11
_ �