HomeMy WebLinkAboutVAIL POTATO PATCH BLOCK 1 LOT 8.pdf s E� � `
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._ GENERAL N4TES PROJECT INF4RMAT14N
SCOPE OF WORK: INSTALLATION OF {15) COAX CABLE. `r��'�
1 . FOR THE PURP�SE QF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: �����
CONTRACTOR — BECHTEL INSTALLATION OF GROUNDING FOR ANTENNAS AND COAX. �� °Y�����
MODIFYING THE EXISTING ANTENNA SCREEN � "��-��
SUBCONTRACTOR — GENERAL CONTRACTOR (CONSTRUCTION) INSTALLATION OF E-911 AOA ANTENNAS � -, �
OWNER — AT&T WIRELESS SERVICES. �, ,ArT�.^�� �° "'
PROVIDE FCC MANDATED ENHANCED E91 1 {E91 1 ) SERVICE �a `� s ���
2, ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS. SITE OWNER � �,���� � ���
;�
� �#��;� ._
EAGLE COUNTY SCHOOL DISTRICT, APPLICANT �� �' �
3, DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLII�E ONLY. RE-50J � � � ,
757 E. 3rd ST. AT&T WIRELESS SERVICES ,
4, ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL AP'LICABLE VAIL, CO 81631 SUITE C-1 i�1��
CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE �IOTICES CONTACT: LYNDA RUGGEBEG 1001 16TH. STREET
AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY CONSTRUCTION MANAGER DENVER, COLORADO 80265 .
PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. C�NTACT: RICK SULLIVAN �x �P�� � E�
BECHTEL TELECOMMUNICATIONS Commu+iry�eve�o ment
` Depa ment
ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COtiPANY 7229 S. ALTON WAY JURISDICTION: ��► BuiidirtgS�fety&ins �ction
SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULAI'ONS. ENGLEWOOD, C0. 80112 '�'Q ,�OFVAIL �' s rvice3
PHONE: (303)-888-5942 TOWN OF VAIL €�,���1Q�U���,�,��,��,�. I T E : D E N —� ���
� �
rj, UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT CONTACT: MIKE SHEELEY p� .mtiugofa�itcrr.,.^psrnt'..ttsi�tS�.t'""��� ��
� APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED �)N THE ��°`�`°"�`d`°t�a�c����a��y � �a�
ARCH ITECT ��n�Y�g���������� ��� • D A N D T�J N E
E . RE S
DRAWINGS. T E N A M S
,t�e ec o�her ecduwn«s or c�s � �c�a�w.ud.
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K D C A R C H I T E CT S, E N G I N E E R S, P.C. "1'tee issuaax of a pert�t �^* !C�t "�'3,���d other s�
� 6, THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITF 7442 S. TUCS�N WAY SUITE: 180 lsotpreventthebsilc�frigOtfic�81��.-�..s�r�$�eCO ��o!
esors m said pIsas.s"'`�f�ti�a9�G'�'t�:ta.�tom pisvenGn bnildi��j
MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. ENGLEWOOD, CO 80112 y�taUonsbemgc.�tiedosttlt�"tettci�[wts�AiaYio�tiobofttus
CONTACT: STEVE JOHNSON ;�p�herordmanas Y ����a�. ��� 2 � APPLICABLE BUILDING CODES AND STAND��RDS
, �, IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE PHONE: {720) 895 1472 t@IITIAW:
, ." SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE FAX: (303) 750-0236
� CONTRACTOR.
�� D RAW I N G I N D EX �EU SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL
g, THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND 24623-73$-DEN-2Q85-�1 TITLE SHEET AND GENERAL INFQRMATIQN 5 CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION.
STRUCTURES. ANY DAMAGED PART SHALL 8E REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF
SATISFACTION OF OWNER. 24623-738-DEN-2Q85-�2 PARTIAL R04F PLAN /ENLARGED EQUIPMENT ROOM 5 CONTRACT AWARD SHALL GOVERN THE DESIGN.
PLAN/ENLARGED PARTIAL R04F PLAN
g, THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START Of 24623-73$-DEN-2085-03 ELEVATI4NS 5
CONSTRUCTION. BUILDING CODE:
24623-73$-DEN-2085-04 TDOA ANTENNA CONFIGURATION 5 [UNIFORM BUILDING CODE {UBC), 1997 OR EDITION AS ADOPTED BY AHJ]
10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUN�fERED IN 24623-73$-DEN-2085-05 TDC�A/AOA BL4CK DIAGRAM & BILL 4F MATERIALS 5
THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION ELECTRICAL CODE:
OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHCULD BE 24623-738-DEN-2�85-�6 DETAILS 5 [NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70 — 1999, NATIONAL ELECTRICAL CODE, EC�ITION
USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. 24623-738-DEN-2Q$5-07 DETAILS 5 AS ADOPTED BY AHJ]
SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL I�ICLUDE BUT 24623-738-DEN-2Q85-O$ DETAILS 5 LIGHTNING PROTECTION CODE:
NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) 1RENCHING 24623-738-DEN-2085-09 DETAILS 5 [NFPA 780 — 2000, LIGHTNING PROTECTION CODE]
& EXCAVATION. �
1 1 . ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRiC AND OTHER UTILITIES, WHICH INTER�RE WITH VICIN ITY MAP SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANQARDS.
THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHEF�WISE AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL
DISCONTINUED AT POINTS WHICH �'JILL NOT INTERFERE WITH THE EXECUTION OF THE WORK AS �`��} '�� � START OUT GOING NORTH otv S ALTON WAY TOWARDS E EASTER PL BY CONCRETE
DIRECTED BY THE RESPONSIBLE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR �� � TURNING �EFr. AMERICAN INSTITUTE OF STEEL CONSTRUCTION {AISC), MANUAL OF STEEL CONSTRUCTION, ASD,
LOC"AL UTILITIES. '�.. ��,. h'`"'`}iJ �c���f�,�`�10�� TURN RIGHT ONTO S YOSEMITE ST. 0.4 TURN RIGHT ONTO E ARAPAHOE RD. NINTH EDITION
`� '�'-�" �"'�-�""�""" r TAKE THE I-25 RAMP. 0.1 KEEP LEFT AT THE FORK IN THE RAMP.
, �� �`'�`��� �' � MERGE ONTO I-25 N/US-87 N. I-25 N/US-87 N BECOMES I-25 N/C�-88 TELECOMMUNICATIONS INDUSTRY ASSOCIATION {TIA/EIA) 222—F, STRUCTURAL STANDARD FOR
12. THE AREAS OF THE OWNER S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, ���,,,� ��.��a�����'� w/us—S� N. STRUCTURAL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES
EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO FREVENT `� �-�..,�,. ij � STAY STRAIGHT TO co ONTO i-25 N/us—s� N. I-25 nt/us—s� N BECaMES
EROSION. �'r��. ���.��' I-25 N/US-87 N/US-85 N. I-25 N/US-87 N/US-85 N BECOMES I—:5 �NSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81 , GUIDE FOR MEASURING EARTH
t���r� �� N/US-87 N.
13. SUECONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION � � ""�- TAKE THE US-6 WEST/6TH AVE EXIT, EXIT NUMBER 209B. MERGE ONTC RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM
UIR D DURING CONSTRUCTION SHALL BE IN CONFORMANCE WIrH THE � � ���� ?� `��r �"`� us—s w. IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC
CONTROL MEASURES IF REQ E , �' °�a�' > ,�"` �'� � � ��"""�" �tt �- TAKE THE I-70 WEST EXIT TOWARDS IDAHO SPGS/GRAND JCT.
LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. �� ��` �{J����;r� : � "��'� ��'"�'�r ���� ��� EQUIPMENT
� ,��; � ,� � ��,,,._„�„R ,,� �. MERGE ONTO I-70 W. TAKE THE EXIT, EXIT NUMBER 176, TOWARDS VAII.
� ��..�'�� �� ��'� �� �� �ti�;��,,,,_„ ENTER NEXT ROUNDABOUT AND TAKE 2ND EXIT ONTa N FRONTAGE RD V. �
PLACED ON FROZEN GROUND. FROZEN MAfERIALS `����� '"������{' `��'��� `rt���' `� ��""`. IEEE C62.41 , RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER
14. NO FILL OR EMBANKMENT MATERIAL SHALL BE , ,,r ��:� .' ���' �� � .,�`� „ „ „ „
SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. � ��� ��� � ����-.��, �,� �M°'" F� � �"'� � CIRCUITS {FOR LOCATION CATEGORY C3 AND HIGH SYSTEM EXPOSURE )
., �� �,_..� „�,� ,c�� �������'�-»�-
� ''` +�, �'"`�� �'" `�-�x R�� ,���.�,�"` TIA 607 COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR
15. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRI�R TO .�A�r�+��. ��� �' �"` � TELECOMMUNICATIONS
FINISHED SURFACE APPLICATION. ,� � �
*e.� �i,;
� � 6, THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS E��UIPMENT =� .�����` TELCORDIA GR-63 NETWORK EQUIPMENT—BUILDING SYSTEM (NEBS): PHYSICAL PROTECTION --
,, AND TOWER AREAS. �" 4:���;......�
� ;� � .�.,.,�._M1� TELCORDIA GR-347 CENTRAL OFFICE POWER WIRING
� �, IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL EE REMOVED A PORTION OF LOT 8, B�ocK 2, VAIL/POTATO PATCH,
FROM THE SITE AND DISPOSED OF LEGALLY. A SUBDIVISON RECORED iN BLaCK 233 AT PAGE 629, TELCORDIA GR-1275 GENERAL INSTALLATION REQUIREMENTS
OF EAGLE COUNTY, CaLORADa, CLERK AND RECORDER�S
18. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL RECORDS, SAID PORTION OF LAND BEING MORE TELCORDIA GR-1503 COAXIAL CABLE CONNECTIONS
SPECIFICATION FOR SITE SIGNAGE. PARICULARLY DESCRIBED AS FOLLOWS: BEINGING AT SOUTHEASERLY CORNER OF THE SAID LOT S WHICH IS A POINT OF THE NaRTHERLY
RIGHT—OF—WAY LINE FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL,
OF INERSTATE HIGHWAY N0. 70; THENCE WESTERLY ALONG SAID NORTHERLY RIGHT—OF—WAY LINE AN ARC DISTANCE OF 200.93 FEE� ON A 3990.00
19. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. FOOT RA�IUS METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT
CURVE TO THE LEFT WHaSE CENTERAL ANGLE IS 2'53'07" AND WHOSE CORD BEARS SOUTH 82'36�28" WEST AT A DISTANCE OF 2�0.91 FEEf THENCE SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC
NORTH o•,0�"�2" REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. "`� -`��"�-
WEST PF DISTANCE PF 238.85 FEE? TO A POINT ON THE NORTHERLY BOUNDARY LINE OF SAID LOT 8; THENCE SOUTH 86',16"09' EAST ALON� SAID
NORTHERLY BOUNDARY --
.�,.�.,�
LINE A DISTANCE OF 199.74 FEET TO THE NORTHEASTERLY CORNER OF SAID LOT 8; THERNCE SOUTH 0'07'12" EAST ALONG THE EASTERLY B)UNDRY � p LE �
GENERAL NOTES 300 LINE SAID LOT 8 A QQ�¢ G15T - ��
DISTANCE OF 200.00 FEET TO THE POINT OF BEGINNING. �
�
_
BUILDING CODE NOTES 303 .��� �
PROPERY DESCRIPTION INFORMATION — � o �L�.9� � � �
PROVIDED FROM: A PORTION OF LOT 8, BLOCK 8, VAIL/POTATO PATCH� A SUBDIVISION RECORDED IN BOOK 233 AT PG 629, TOWN OF VAIL, �F THE
EAGLE CaUNTY. �'�F,z,s�p/ ��o•� �� - 1
COLORADO, CLERK AND OF THE EAGLE COUNTY RECORDER'S RECORDS. 9��.� 0��4� ��
LEGAL DESCRIPTON , ���
�
� � � � ■ �.�� 5 07.08.04 CLIENT REV.— PERMIT/ CONSTRUCTION JHR PFM NA �
SITE #: DEN-2485 � 4 05.o,.a3 ISSUED FOR ZONING S� sw� �FM BECHTEL TELEC4MMUNICATIQNS �
- - - . � K�C AT&T
P'y� �
SITE NAME: RED SANDST4NE 3 oz.�e.o3 ISSUED FOR CONSTRUC110N sMr sw� 'FM BECHTEL TELECOMMUNICATIONS �� ,
Architects — Engineers, P.C. , 7229 S. ALTON WAY
� � � � � S . 2 02.04.03 ISSUED FOR CONSTRUC110N sw� sw� FM TITLE SHEET AND GENERAL ��,�����JRMA�'ION �``�
744�2 S. Tucson Way, uite 180 545 N FRONTAGE ROAD ��� ' ENGLEWOOD, C0. 801 12
EngleWood, Colorado 80112 �► 1 12.12.02 ISSUED FOR CONSTRUCTION SWJ SWJ �FM � � �� T
■ � � ' I 30�.750.6999 FAX 303.750.0236 EAG LE COU NTY, CO 81657
' AT&T WIRELESS SERVICES OF COLORADO LLC. 0 12.05.02 ISSUED FOR CONSTRUC110N SWJ SWJ 'FM K�C JOB N0. DRAWING NUMBER REV
, � � � ' I Email: kdc�kdcarchitects.com �
Website: www.kdcarchitects.com �oo� �srH. STREEf No. DATE REVISIONS BY �HK 1PP'D 109356.037 24623-738—DEN-2085— 01 �3
DENVER, COLORADO 80265
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.,�, - - � - - - -- `- --- - - ��. - -
f /�
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21 O EXSITING ANTENNA SCREEN WALL TO BE EXTENDED 2'-0" HIGHER.
' 3 I gg'_g" I SEE DETAILS ON SHEEf 10,
O EXISTING STEEL BEAM WITH CURB FOR SCREEN WALL SUPPORT.
�g O EXISTING COVERED COAX SUPPORT ROUTED TO EXISTING EQUIPMENT
19
SHELTER. {BELOW PROPOSED)
O O EXISTING COAX CABLE TRANSFER THROUGH WELL.
O O 20 O EXISTING MICROWAVE DISH.
.
� �
O � � O EXISTING A/C UNITS.
O EXISTING TREE.
2 1 C,
O EXISTING AT&T EQUIPMENT SHELTER.
— » OO EXISTING MANUAL TRANSFER SWITCH.
(� � 1� EXISTING ELECTRICAL PANELBOARD.
� �� EXISTING MASTER GROUND BAR.
R O �
I I � � � �� EXISTING TELCO BOARD.
� 00 17
� �, � SeCTOR q l�o. `n �' 13 EXISTING EQUIPMENT.
� �4 EXISTING DC POWER PANEL.
�� EXISTING CDPD RACK.
3 ��-8�� 1� EXISTING ABANDONED IN PLACE (2) 4" PVC RACEWAYS ROUTED
5��-�pR ��'S� 02 TO NORTH WALL OF EXISTING EQUIPMENT SHELTER.
2
fl2 14'-6" �� CONTRACTOR SHALL MOUNT NEW AQA ANTENNA (TYP. OF 3)TO 849D 849C 970 965
- - EXISTING VERTICAL SUPPORT PIPE ATTACHED TO EXISTING
m ANTENNA SCREEN WALL STRUCTURAL FRAME. ROUTE (4) 1 5/8"
• � 4 ENLARGED PARTIAL ROOF PLAN COAX AND (1) 1/2" COAX FROM NEW ANTENNA Ta NEW ICE
� 2 BRIDGE MOUNTED ON ROOF. ATTACH COAX TO EXISTING ANTENNA
r � �2 SCREEN WALL TO MATCH EXISTING.
SCALE: 1/4" = 1'-0"
� I T� I 18 CONTRACTOR SHALL PROVIDE NEW SECTION OF ICE BRIDGE
� � iii� � 23 SUPPORTED FROM MICROFLECT # 81587 MOUNTED TO CONCRETE
I IIIII PAVERS TO MATCH WALL MOUNTED COAX.
� NORTH ,
�g CONTRACTOR SHALL PROVIDE NEW SHEEf METAL ENCLOSURE
� � FOR HORIZONTAL TO VERTICAL COAX TRANSITION AT EXISTING
� EXTERIOR WALL TO MATCH EXISTING. PAINT ENCLOSURE TO
MATCH EXISTING.
22
2p CONTRACTOR SHALL PROVIDE NEW WALL MOUNTED COAX
SUPPORTS ATTACHED TO UNISTRUT MOUNTED TO EXTERIOR
� � 2 WALL PROVIDED WITH NEW SHEET MEfAL ENCLOSURE TO MATCH
� � 03 EXISTING. LOCATE NEW SUPPORTS AND ENCLOSURE ABOVE
EXISTING COVERED COAX SUPPORT ENCLOSURE AND FOLLOW ��
g EXISTING ROUTE TO EXISTING EQUIPMENT SHELTER.
{E) UPPER ROOF � � 13 0 \ 2� CONTRACTOR SHALL ROUTE NEW COAX AROUND EXISTING
� � CLEARANCE NU FRaNT OF XESTING E ECTRRO LIDPULL4BOX D NEC
$ CONTRACTOR SHALL TRANSITION COVERED COAX SUPPORT FROM
� 9 � 22 EXISTING EXTERIOR WALL TO ROOF OF EXISTING EQUIPMENT
� SHELTER. MOUNT COVERED COAX SUPPORTS ATfACHED TO
I I �'/ —`��i CONCRETE PAVERS SET ON EXISTING EQUIPMENT SHELTER RQOF ON
�3 �2 1/2 RU88ER PROTECTION PADS.
g 13
23 CONTRACTOR SHALL PROVIDE CUSTOM SHEET METAL DOGHOUSE WITH
MICROFLECT # B2074 ENTRY PLATE WITH {12) #8535A BOOTS FOR
13 (1) 1 5/8" COAX EACH AND (2) #81 12fiA BOOTS FOR {1) 1/2"
24 _ _ ❑ � COAX EACH AND {1) #81189A BOOT FOR (2) 1/2" COAX EACH.
CONTRACTOR SHALL PROVIDE NEW OPENING IN EXISTING EQUIPMENT 2A 2B 527 522
13 � SHELTER ROOF. COORDINATE EXACT LOCATION WITH EXISTING
STRUCTURAL SUPPORTS AND EXISTING EQUIPMENT.
24 EXISTING GPS ANTENNA.
13
❑
,
,
� '� KEYED N4TES
_ -
_,
,
.,
� � 14 � � EXSITING ANTENNA MOUNTING PIPE MAY HAVE TO BE MOVED TO
�� / ALLOW PROPER AZIMUTHS FOR ANTENNAS. IF NEEDED, CUT ANTENNA
� MOUNTING PIPE AWAY AND REPLACE AT THE PROPER POSITION WITH
a� �� �� NEW WELD. PATCH EXISTING AREA WHERE MOUNTING PIPE WAS CUT � 2 3
���' AWAY SO THAT THE AREA IS WATER TIGHT AND PAINTED TO MATCH. 10 10 10
❑
,3 NOTE: ANTENNA ATTACHMENT PIPE �TYF'.}
,
, PARTIAL R40F PLAN
�2 SCALE: 1/8" = 1'-0° 24 �
NORTH ��� o`s� �a���
��'
� � ENLARGED EQUIPMENT ROOM PLAN � �� �
0 8'-0" 16'-7" � �'o�, 7 7�fl`�,`� �
fl2 SCALE: 1/4" = 1'-0° 'l�j.�'�s�arvA�.ti�'Q4�
��F¢�'C01.�'
NQRTH
� � � • ■ � 5 07.08.04 CLIENT REV.- PERMIT/ CONSTRUCTION JHR PFM UA
SITE #: DEN-2085 4 05.0�.03 ISSUED FOR ZONING sMr sw� �FM BECHTEL TELECOMMUNICATIONS
- - - . � KDC AT&T
SITE NAME• RED SANDST4NE 3 oz.�S.o3 ISSUED FOR CONSTRUCTION sMr sw� �FM BECHTEL TELECOMMUNICATIONS
- � ■ ' ' Architects — Engineers, P.C. � 2 02.04.03 ISSUEQ FOR CONSTRUCTION SWJ SWJ 'FM �229 S. ALTON WAY '
7442 S. Tucsan Way, Suite 180 545 N FRONTAGE ROAD �� � ; ENGLEWOOD, C0. 80112 RDOF PLAN AND ENLARGED
� ■ , ' I Englewood, Colorado 80112 ��.► 1 12.12.02 ISSUED FOR CONSTRUCTION SWJ SWJ FM EQUIPMENT R�OM PLAN
303.750.6999 FAX 303.750.0238 EAG LE COU NTY, CO 81657
Email: kdcC�kdcarchitects.com AT&T WIRELESS SERVICES 4F COLORADO, LLC. 0 12.05.02 ISSUED FOR CONSTRUCTION SWJ SWJ �FM KDC JaB N0. DRAWING NUMBER REV
, ■ � � I I Website: www.kdcarchitects.com �oo� 16TH. STREET' N0. DATE REVISIONS BY CHK 1PP'D 109356.037 24623-738—DEN-2085— 02 3
DENVER, COLORADO 80265
✓
i
_ O EXISTING AT&T SHELTER
O EXISTING SCREEN WALL
965
O3 PROPOSED AOA ANTENNAS {TYP. OF 3)
O4 PRaPOSED GPS ANTENNA
O EXISTING EQUIPMENT
- O PR�POSED COVERED COAX SUPPaRT
O PROPOSED COVERED COAX TRAY WALL/ROOF MOUNTED.
5
O EXISTING MICROWAVE DISH
O PROPOSED DOG HOUSE.
S �
TOP OF EXISTING SCREEN :
ELEV.= 39'-11"f (FIELD VERIFY) �p EXISTING COAX CABLE COVER
,
� � 4
�� O�F PROPOSED ANTENNA II I I I )
'f ELEV.= 36'-11"f (FIELD VERIFY) I I I I ( I
TOP OF ROOF
ELEV.= 30'-0°t (FIELD VERIFY)
7
9 KEYED N4TES
4
1
. �
0
r
GROUND ELEVATION
ELEV.= 0'-0"
GROUND ELEVATION
ELEV.= 0'-0"
� PARTIAL SOUTH ELEVATION �
�3 SCALE: 3/32° = 1'-0"
I
3
2
8
6
� �F PROPOSED ANTENNA I ) I I II
ELEV.= 3fi'-11°f (FIELD VERIFY) I I I I I I
TOP OF ROOF
ELEV.= 30'-0"f (FIELD VERIFY)
_�
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— (— —)
4 — — — --I I I—I i I—I i I—I I —I —= 10
— —I I—I I I— I—I (— I I— I I—I I I—I
� o 0 9 = __ 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
GROUND ELEVATION , � 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 I I I I I I I I I I I
Y
ELEV.= 0'-0"
1
LE�"\
���G,s �'��,
�
EAST ELEVATI4N � � '
2 4 �
fl3 SCALE: 3 32° = 1'-0" a°�F��� ��G�2``� �
I �l��F U�NCO1.0���0
� � � � • � 5 07.08.04 CLIENT REV.— PERMIT/ CONSTRUCTION JHR PFM MA
SITE #: DEN-2085 4 05.0,.03 ISSUED FOR ZONING SMT �r� �� BECHTEL TELEC�MMUNICATIC�NS
- - _ • , 1(D� AT&T
SITE NAME: RED SANDSTONE 3 o2.�e.o3 ISSUED FOR CONSTRUCTION sMr sw� �� BECHTEL TELECOMMUNICATIONS
Architects — Engineers, P.C. 7229 S ALTON WAY �
- � � � � S , 2 02.04.03 ISSUED FOR CONSTRUCTION SWJ SWJ �FM ' ELEVATIONS
7442 S. Tucsan Way, uite 180 545 N FRONTAGE ROAD o�� � ENGLEWOOD, C0. 801 12
� � � ' � Englewood, Colorada 80112 �..� 1 12.12.02 ISSUED FOR CONSTRUCTION SWJ SWJ PFM ;
303.750.6999 FAX 303.750.0236 EAG LE COU NTY, CO 81657
Email: kdc�kdcarchitects.com AT&T WIRELESS SERVICES OF COLORADO, LLC. 0 12.05.02 ISSUED FOR CONSTRUCTION SWJ SWJ PFM KDC JOB NO DRAWING NUMBER REV
� � � ' I Website: www.kdcarchitects.cam �oo� �s-rH. STREEf Na. DATE REVI510N5 eY CHK �P'o 109356.037 24623-738—DEN-2085-03 3
� DENVER, COLORADO 8D265
I
.�,,:- - �"'�..-�.� —=F°'�—���.."+...�_."^'�•-=-=� _.--.+�,� _ - -�_`_"�rst -'�^awe ' -'°- i ~ ' ` J - _ - - i ""' -_— _—` -- - _ _ _ _ � .!� _ _ �.�,.,�,. - _ _ ' ` �`—c.�..,� -- ...._.. `_ k r� _ �/
j 1 . GROUND SURGE ARRESTOR WITH �6 AWG INSULATED GREEN WIRE TO MGB IF
� G EN ERAL I N STALLATI 0 N N OTES: GROUNDED BULKHEAD OR GROUNDING TRAPEZZ IS NOT AVAILABLE. G EN ERAL N 4TES FOR EXI STI N G AWS CE LL SITES
1 . FOR ANTENNA TYPE, ELEVATION, AND AZIMUTH SEE SITE SPECIFIC RF REPORT. 2. RADIO SIGNAL CABLE AND RACEWAY SHALL COMPLY WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL
CODE (NEC, NFPA 70), CHAPTER 8.
2. IF AOA ANTENNA INSTALLATI�N IS NOT COMPLETE, INSTALL (fi) WLS JUMPERS TO TDMA BTS AND 1 . PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO
LAUNCH SITE AS "GPS". SEE SHEET 22 FOR WLS JUMPER CONNECTIONS. 3. DRIP LOOPS SHALL BE REQUIRED ON ALL OUTSIDE CABLES. CABLES SHALL BE SLOPED AWAY FROM THE FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED
BUILDING TO PREVENT WATER FROM ENTERING THROUGH THE COAXIAL CABLE PORT. AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE
3. GROUND EACH SURGE ARRESTOR INDIVIDUALLY WITH EACH �6 AWG INSULATED GREEN WIRE TO 4. ALL OUTDOOR CONNECTIONS SHALL BE WATERPROOFED AS FOLLOWS: ATTENTION OF CONTRACTOR.
MGB IF GROUNDED BULKHEAD IS NOT AVAILABLE. AT GPS ANTENNA CONNECTION ONLY, USE MARINE GRADE ADHESIVE LINED HEAVY WALL 1 SHRINK TUBING.
�� 2. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY
FOR ALL OTHER CONNECTIONS START WITH ANDREW WEATHERPROOFING KIT TYPE 221213 TAPE
4. RADIO SIGNAL CABLE AND RACEWAY SHALL COMPLY WITH THE REQUIREMENTS OF THE NAl10NAL ' WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED.
APPROXIMATELY 5 INCHES FROM THE CONNECTOR AND WRAP 2 INCHES TOWARD THE CONNECTOR, THEN SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL
ELECTRICAL CODE (NEC, NFPA 70}, CHAPTER 8. REVERSE THE TAPE SO THAT THE STICKY SIDE IS UP. TAPE OVER THE CONNECTOR OR SURGE ARRESTOR OR PROCEEDING WITH CONSTRUCTION.
5. DRIP LOOPS SHALL BE REQUIRED ON ALL OUTSIDE CABLES. CABLES SHALL BE SLOPED AW�Y FROM UNTIL THREE (3) TO FOUR (4) INCHES BEYOND THE CONNECTOR AND REVERSE AGAIN WITH THE STICKY
SIDE DOWN FOR ANOTHER INCH OR TWO. ADD THE BUTYL RUBBER AND FINISH WITH A LAYER OF ANDREWS
THE BUILDING OR OUTDOOR 8TS CABINETS TO PREVENT WATER FROM ENTERING THROUGH THE TAPE. 3. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY
COAXIAL CABLE PORT. 5. FOR GPS COAX CABLE RUNS LESS THAN 100' USE EFX2-50 CABLE {3/8"). SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING
EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. ALSO, WORK SHOULD BE SCHEDULED FOR AN
6. ALL OUTDOOR CONNECTIONS SHALL BE WATERPROOFED AS FOLLOWS: FOR GPS COAX CABLE RUNS GREATER THAN OR EQUAL TO 100' USE LDF4A-50 CABLE (1/2" DIA.). APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AF-fER MIDNIGHT.
AT GPS ANTENNA CONNECTION ONLY, USE MARINE GRADE ADHESIVE LINED HEAVY WALL 1 " SHRINK 6. WHEN THE GPS ANTENNA IS LOCATED ON THE TOWER AND THE COAX SHIELD CONNECTION TO A
TUBING. G R O U N D B A R O N T H E T O W E R I S N O T P O S S I B L E, C O A X S H I E L D G R O U N D W I R E S M A Y B E C O N N E C T E D 4. SINCE THE CELL SITE IS ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND
FOR ALL OTHER CONNECTIONS START WITH ANDREW WEATHERPROOFING KIT TYPE 221213. APE TO A #2 AWG BCW FROM AN EXISTING GROUND WIRE CONNECTION POINT AT THE BASE OF THE TOWER. HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO
APPROXIMATELY 5 INCHES FROM THE CONNECTOR AND WRAP 2 INCHES TOWARD THE CO�NECTOR, BOLT THE #6 AWG WIRE OF THE COAX GROUNDING KIT TO A BURNDY 2-HOLE TYPE YA3C2TC LUG PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER. PERSONAL RF EXPOSURE
THEN ON THE #2 AWG DOWN CONDUCTOR OR USE BURNDY TYPE YGHC2C2 COMPRESSION CONNECTORS MONITORS ARE ADVISED TO BE WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS.
REVERSE THE TAPE SO THAT THE STICKY SIDE IS UP. TAPE OVER THE CONNECTOR OR SiJRGE TO CRIMP TO THE DOWN CONDUCTOR. DIRECT THE #6 AWG IN THE DIRECTION OF THE GROUNDING
ARRESTOR POINT. RESTRAIN DOWN CONDUCTOR AT EACH COAX SUPPORT. 5. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, GROUNDING
UNTIL THREE (3) TO FOUR (4) INCHES BEYOND THE CONNECTOR AND REVERSE AGAIN WI-H THE CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. SUBCONTRACTOR SHALL .
STICKY 7. GROUNDING KIT IS REQUIRED WHEN GPS ANTENNA IS MOUNTED ON THE TOWER. UTILIZE EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY. SUBCONTRACTOR SHALL
SIDE DOWN FOR ANOTHER INCH OR TWO. ADD THE BUTYL RUBBER AND FINISH WITH A L�YER OF CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR.
ANDREWS 7A• FOR GROUND LEVEL MOUNTING OF THE GPS ON AN ICE BRIDGE, SHELTER PARAPET OR
TAPE. STAND-ALONE PIPE NOT MORE THAN 10 FEET IN HEIGHT, THE GPS COAX NEED NOT BE 6, SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL
�°� GRQUNDED PROVIDED THAT THE GPS NSS DEVICE IS INSTALLED AND PROPERLY GROUNDED. CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE
' 7. CABLE SHIELDS, SHALL BE GROUNDED AT THE ANTENNA, WITHIN 10 FEET OF THEIR CONNECTORS, AND WHEN MOUNTED ON THE ICE BRIDGE, THE ICE BRIDGE MUST BE GROUNDED PER AWS REfURNED TO THE OWNER'S DESIGNATED LOCATION.
AT THE BOTTOM OF THE TOWER ABOUT fi INCHES BEFORE THEY TURN TOWARD THE FACILIIY. THEY STANDARDS. WHERE THE MOUNTING PIPE IS ATi'ACHED TO A NON GROUNDED SURFACE, THE
M SHALL BE GROUNDED AT THE MIDPOINT OF TOWERS THAT ARE BETWEEN 150 FEET AND 3D0 FEET PIPE MOUNT SHOULD BE GROUNDED. A FREE STANDING STAND-ALONE PIPE M�UNT MUST
HIGH, AND AT INTERVALS OF 150 FEET OR LESS ON TOWERS THAT ARE HIGHER THAN 30�) FEET. ALSO BE GROUNDED.
8. APPROVED GROUNDING KITS, WHICH INCLUDE GROUNDING STRAPS, SHALL BE USED TO Gf�UND THE �B. FOR ROOF MOUNTING ON A BUILDING WITH THE SHELTER OR EQUIPMENT PAD ON THE ROOF,
COAXIAL CABLE SHIELDS. THE GROUND CONDUCTORS FOR THE KITS AT THE TOP OF THE T'OWER, AND NOTE 10A ABOVE APPLIES PROVIDED THAT THE GPS ANTENNA IS NOT THE HIGHEST METALLIC DETAIL 300A
IN THE MIDDLE SECTION OF THE TOWER, ARE BONDED DIRECTLY TO TOWER STEEL USING BOLTED, OR POINT ON THE ROOF AND � THE COAX CABLE RUN DOESN'T EXCEED 30 FEET. IF EITHER OF NTS _
APPROVED CLAMP CONNECTIONS. THE ABOVE CONDITIONS EXIST THEN THE GPS COAX SHALL BE GROUNDED AS IF ON A
g. WHEN THE GPS ANTENNA IS LOCATED ON THE TOWER AND THE COAX SHIELD CONNECTION TO A TOWER.
GROUND BAR ON THE TOWER IS NOT POSSIBLE, COAX SHIELD GROUND WIRES MAY BE CONNECTED
TO A #2 AWG BCW FROM AN EXISTING GROUND WIRE CONNECTION POINT AT THE BASE OF THE 7C• FOR ROOF MOUNTING OF THE GPS ANTENNA WITH A COAX CABLE RUN DOWN THE BUILDING
TOWER. BOLT THE #6 AWG WIRE OF THE COAX GROUNDING KIT TO A BURNDY 2-HOLE TYPE RISER TO AN EQUIPMENT ROOM LOCATED LOWER THAN THE FLO�R BELOW THE ROOF THE
YA3C2TC LUG ON THE 2 AWG DOWN CONDUCTOR OR USE BURNDY TYPE YGHC2C2 COMPRESSION GPS COAX CABLE SHALL BE GROUNDED AS IF ON A TOWER.
# STRUCTURAL STEEL NOTES:
CONNECTORS TO CRIMP TO THE DOWN CONDUCTOR. DIRECT THE #6 AWG IN THE DIREC110N OF THE
GROUNDING POINT. RESTRAIN DOWN CONDUCTOR AT EACH COAX SUPPORT. 8. CABLES TO BE ROUTED IN EXISTING CABLE TRAY OR SUBCONTRACTOR SHALL INSTALL ADDITIONAL OR i . ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS
NEW CABLE TRAY AS REQUIRED. AND IN ACCORDANCE WITH ASTM A3fi UNLESS OTHERWISE NOTED.
1 �. COAX GROUNDING KITS ARE REQUIRED WHEN GPS ANTENNA IS MOUNTED ON THE TOWER. g. IF SMALL SIZE DC BREAKERS NOT AVAILABLE IN EXISTING DC PLANT, BUT A LARGER 30-100 AMP
SPARE EXISTS OR CAN BE ADDED, INSTALL A 24 VOLT DC, GMT FUSE PANEL IN TELCO RACK. ?. ALL WELDING SHALL BE PERFORMED USING E7�XX ELECTRODES AND WELDING SHALL
10A. FOR GROUND LEVEL MOUNTING OF THE GPS ON AN ICE BRIDGE, SHELTER PARAPET OR STAND-ALONE CONFORM TO AISC AND AWS D1 .1 . WHERE FILLEf WELD SIZES ARE NOT SHOWN, PROVIDE
PIPE NOT MORE THAN 10 FEET IN HEIGHT, THE GPS COAX NEED NOT BE GROUNDED PRO�IDED THAT E91 1 RF NOTES TDOA INDOOR SITES� THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION".
THE GPS NSS DEVICE IS INSTALLED AND PROPERLY GROUNDED. WHEN MOUNTED ON THE CE BRIDGE, � PAINTED SURFACES SHALL BE TOUCHED UP.
THE ICE BRIDGE MUST BE GROUNDED PER AWS STANDARDS. WHERE THE MOUNTING PIPE IS ATTACHED
TO A NON GROUNDED SURFACE, THE PIPE MOUNT SHOULD BE GROUNDED. A FREE STANDI��G 3• BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE (3/4"�) CONNECTIONS
STAND-ALONE PIPE MOUNT MUST ALSO BE GROUNDED. DETAIL 849C AND SHALL HAVE MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE.
108. FOR ROOF M�UNTING ON A BUILDING WITH THE SHELTER OR EQUIPMENT PAD ON THE ROCF, NOTE NTS _ 4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM A
10A ABOVE APPLIES, PROVIDED THAT THE GPS ANTENNA IS NOT THE HIGHEST METALLIC POINT ON 307 BOLTS UNLESS NOTED OTHERWISE.
THE ROOF AND THE COAX CABLE RUN DOESN'T EXCEED 30 FEEI�. IF EITHER OF THE ABOVE
CONDITIONS EXIST THEN THE GPS COAX SHALL BE GROUNDED AS IF ON A TOWER. �• INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER
MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR
10C, FOR ROOF MOUNTING OF THE GPS ANTENNA WITH A COAX CABLE RUN DOWN THE BUILDING RISER TO MICROFLECT #B1587 WALL MTD COAX ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH
AN EQUIPMENT ROOM LOCATED LOWER THAN THE FLOOR BELOW THE ROOF THE GPS COAX CABLE SUPPORT BRACKET � EACH PAVER OR AS SH�WN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR
SHALL BE GROUNDED AS IF ON A TOWER. (12) ANDRENf #SSH-158 ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL INSPECTIONS,
°SNAPSTACK° �fACKABLE SNAP �N REQUIRED BY GOVERNING CODES, SHALL BE PERFORMED IN ORDER TO MAINTAIN
11 . FOR GPS COAX CABLE RUNS LESS THAN 100' USE EFX2-50 CABLE (3/8"). ,�_,o" HANGER FOR (12) � 5/s° coa,x a� MANUFACTURER'S MAXIMUM ALLOWABLE LOADS.
FOR GPS COAX CABLE RUNS GREATER THAN OR EQUAL TO 100' USE LDF4-50 CABLE (1/2" DIA.). (3) �SSH-12 FOR (3) �/z coAx
' S'-U" SHEET METAL COVER PRIMED
AND PAINTED FASTENED TO
12. IF 1 /2" CALIBRATION COAX CABLE IS LONGER THAN 200', CHANGE CABLE SIZE TO 7/S". I.SE 1 /2" MICROFLECT �91587 WITH BOLTS TO
, MATCH TAPPED HOLES IN SUPPORT
TOP JUMPER AT ANTENNAS AND 1/2" BOTTOM JUMPERS. � BRACKET
t3� 3/8 X 3" EXPANSION STRUCTURAL STEEL N4TES 301
13. TOP JUMPER CABLE ON CAL PORT {TYP 3 PLACES) 1 /2" CABLE DOES NOT REQUIRE JUMFER CABLES. eo�TS _
CONCRETE
14. ALL MAINLINE COAX SIZES TO MATCH SIZE OF EXISTING TDMA COAX EXCEPT AS NOTED IN NOTE 12. PAVERS � 48°
o.c.
15. IF SMALL SIZE DC BREAKERS NOT AVAILABLE IN EXISTING DC PLANT, BUT A LARGER 30-1�0 AMP �/�" RUBBER PROTECTION PAD
SPARE EXISTS OR CAN BE ADDED, INSTALL A 24 VOLT DC, GMT FUSE PANEL IN TELCO R�CK. EXISTING ROOFING - BALLAST
REMOVED AT PAVERS
��.
E91 1 RF NOTES AOA INDOOR SITES ��,� D� LE ��
COVERED COAX SUPPORT AT ROOF
��` ��
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DETAIL 849D � ���/�� �� `�.
c�s, G�e�
NTS DETAIL 3C `��rFp�N�LO�,��o '
NTS
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SITE #: DEN-2085 �' 4 05.0,.03 ISSUED FOR ZONING s� Sw� 'FM BECHTEL TELECOMMUNICATIONS
- - - . � K�C AT&T
SITE NAME: RED SANDST�NE 3 oz.�s.o3 ISSUED FOR CaNSTRUCTION s� sw� �FM BECHTEL TELECOMMUNICATIONS
- . ■ ' ' Architects - Engineers, P.C. 2 02.04.03 ISSUED FOR CONSTRUCTION SWJ SWJ �FM
7229 S. ALTON WAY
7442 S. Tucson Way, Suite 180 545 N FRONTAGE ROAD ,..�,�� � ; ENGLEWOOD, C0. 801 12 TDOA ANTENNA CONFIGURaTION ,
� ■ ■ ' I Englewaod, Colorada 80112 �� 1 12.12.Q2 ISSUED FOR CONSTRUCTION SWJ SWJ FM ;
303.750.6999 FAX 303.750.0236 EAGLE COUNTY, CO 81657
Email: kdc�kdcarchitects.com AT&T WIRELESS SERVICES OF COLORADO, LLC. 0 12.05.02 ISSUED FOR CONSTRUCTION SWJ SWJ �FM KDC JOB N0. DRAWING NUMBER REV
� � � ' I Website: www.kdcarchitects.cam �ao� 16TH. s�EET N0. DATE REVISIONS BY CHK APP'D 109356.Q37 24623-738-DEN-2085-04 3
, DENVER, COLORADO 80265
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♦
� LEGEND____ SECTOR A SECT�R B SECTOR C "GPS" ANTENNA 4
NEW CABLING TYP �2 13 OR 14
/JUMPERS
NEW MAIN COAX AOA AOA AOA N
ANTENNA ANTENNA ANTENNA SEE NOTE 6 3
� GROUND EAR DETAIL 849D 2 OR O6
MALE SEE DETAIL 951 � (TOP OF lOWER)
��CONNECTOR Q a -� CALIBRATION PORT
FOR DESCRIPTION OF � SEE DETAILS 522A 526
�_FEMALE ITEM NUMBERS SHOWN. OL IL IR OR v OL IL IR OR � OL IL IR OR N-TYPE FEMALE
CONNECTOR (TYPICAL) DIN N-TYPE MALE — —
TYP 8 (TYP 3 PLACES) SEE NOTE 4
----� OR O5 NOTE 11 DETAIL 849D
GROUND BAR
TYP 5 �---NOTE 13 DETAIL 849D - BOT OF TOWER
t )
526 SEE DETAIL
DIN
NOTE 14 DETAIL 849D
TYP 8 �5
522A 526 GROUNDING
_ _ — KIT (TYP) ' NOTE 10 DETAIL 849D
- SEE DETAILS = - _ _
SHELTER -r�P g DIN SUMMARY OF WORK SCOPE
DIN
TYP 1 1
Np � � SITES LAUNCHED AS TDOA W/0 TDMA/GSM COMBINER:
,� TYP - - - DIN - REMOVE JUMPERS BETWEEN BTS CABINET M/C
8
� DIN �11'P 8 - DI�SCONNECT JUMPE S SB I�INEENSAANTE�A SWITCH )
_ _ N AND WLS AT WLS, RE-TERMINATE JUMPER AT RFDU
� - _ _ � - INSTALL NEW JUMPERS BEfWEEN RFDU AND WLS
Np 5 2O 0 R 6� - I N STALL AOA ANTEN NAS
- INSTALL TOP & BOTTOM JUMPERS, MAIN COAX,
TYP 5 nP 6 = N O SURGE ARRESTORS, AND ALL CONNECTORS BETWEEN
AOA ANTENNAS AND ANTENNA SWITCH
TYP � N 24VDC POWER PANEL SURGE
- INSTALL CALIBRATION CABLES, BOTfOM JUMPERS,
N N N ARRESTOR SURGE ARRESTORS, AND ALL CONNECTORS BETWEEN
TYP � (EX I STI N G) �ALI B RATI�N AOA ANTEN NAS AN D CAL SOU RCE SPLITi-ER
TELCO RACK - INSTALL JUMPER BETWEEN CAL SOURCE SPLITTER
SOURCE 19 AND WLS
SPLITTER
1 . BCCH ANTENNA TNC SEE N SITES LA
2. ANTENNA LOCATION UNCHED AS TDOA WITH TDMA/GSM COMBINER:
r- N r� �t- �- c� r� �t- '- N r� �- 5A �+� NOTE 3 - DISCONNECT JUMPERS BETWEEN TDMA GSM
(INSIDE SHELTER) Q Q Q Q m m m m � c� c� c.� /
3. FOR USE W/ GSM ONLY 27 �P � COMBINER RE-INSTALL 4 of 6 JUMPER
C S BETWEEN
& DUAL BAND SITES ANTENNA SWITCH �_� RFDU AND WLS)
- REMOVE TDMA/GSM COMBINER (SAVE FOR RE-USE)
ITEM 22 ON 2 = � � � i-�- 10A
DEfAIL 950 TYP 1 fi o 0 0 0 � � � �
-�- - REMOVE JUMPERS BETWEEN BTS CABINET M C
2 1 I P P O R T S A N D A N T E N N A S W I T C H {SAVE FOR RE-USE)
26 (_� - DISCONNECT JUMPERS BETWEEN ANTENNA SWITCH
AND WLS AT WLS, RE-TERMINATE JUMPER AT RFDU
IN 2� - INSTALL AOA ANTENNAS
A1 A2 A3 A4 24V DC - INSTALL TOP & BOTTOM JUMPERS, MAIN COAX,
ANTENNA SWITCH CONTROL CABLE 2-#12 AWG THHN 5A SURGE ARRESTORS, AND ALL CONNECTORS BETWEEN
R F�U 7OW A1 A2 A3 A4 pR �+� AOA ANTENNAS AND ANTENNA SWITCH
10A - INSTALL CALIBRATION CABLES, BOTi-OM JUMPERS,
— OUT �_� SURGE ARRESTORS, AND ALL C�NNECTORS BETWEEN
- 28 TYP 15 AOA ANTENNAS AND CAL SOURCE SPLITT
�� ER
- INSTALL JUMPER B�INEEN CAL SOURCE SPLITTER
v AND WLS
z
�
GSN WLS � � � �..�_. 24V DC
¢ Q Q Q TNC NOTES:
(DI,AL BAND REQUIRED
FOP, GSM SITES WAN GPS 1 . INSTALL 5A BREAKER FOR KENTROX DSU.
.
— V.35 SERIAL TNC INSTALL 10A BREAKER FOR CARRIER ACCESS
- DSU.
` 2. SEE DEfAIL 951 (81LL OF MATERIALS) FOR
WAN CABLE (WLS TO DSU) DESCRIPTION OF ITEM NUMBERS SHOWN,
UNLESS OTHERWISE NOTED.
3. FOR 1 SECTOR SITE NO SPLITTER REQUIRED. �
FOR 2 SECTOR SITE INSTALL "N" TYPE MALE
� �+� DSU POWER CABLE 50 OHM LOAD TERMINATOR (ITEM 40 ON DETAIL
DSU j (-) 4. 9F 11 2N UNUSED CONNECTOR ON SPLITTER.
N G / CALIBRATION COAX CABLE IS LO�NGER
THAN 200', CHANGE CABLE SIZE TO 7/8 . USE
1/2" TOP JUMPER AT ANTENNAS AND 1/2"
= GROUND TO RACK FLANGE BOTTOM JUMPERS.
��� .
� pALE CU
��4 �sr �S'� k
INDOOR ,�OA RETROFIT FOR AOA SITE LAUNCHED AS '�
.�' � a �
TDOA SITE (TDMA AND�OR �sM� — DETAI � g ��� ��;�y �� �
SITE TYPE B 10 NTS ' `�q� "a����.�
- - — - .
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�'� 5 �7.08.04 CLIENT REV.— PERMIT/ CONSTRUCTION JHR PFM MA
•� � � . � D� SITE #: DEN-2485 `"~""
QT&'�' 4 05.0,.03 ISSUED FOR ZONING S� Sw� PFM BECHTEL TELEC�MMUNICATIONS
- . . i ' Architects — Engineers, P.C. SITE NAME: RED SANDSTQNE 3 02.18.03 ISSUED FOR CONSTRUCTION SMT SWJ PFM BECHTEL TELECOMMUNICATIONS
7442 S. Tucson Way, Suite 180 545 N FRONTAGE ROAD 2 02.04.03 ISSUED FOR CONSTRUCTION SW,1 SW,1 PFM 7229 S. ALTON WAY TDOA AOA BL
■ � � ' I Englewood, Colorado 80112 `�, / 4CK DIAGRAM &
303.750.6999 FAX 303.750.0236 EAGLE COUNTY, CO 81657 �'� 1 12.12.02 ISSUED FOR CONSTRUC110N SWJ SWJ PFM � ENGLEWOOD, C�. 8�1 �2 BILL OF MATERIALS
■ � � ' I Email: kdc�kdcarchitects.cam AT&T WIRELESS SERVICES OF CQLORAD4, LLC. 0 12.05.02 ISSUED FOR CONSTRUCTION SW,1 SW,1 PFM
Website: www.kdcarchitects.com KDC JOB N0. DRAWING NUMBER REV
� DENV R1 COLORADOEa�ss No. DATE REVISIONS BY cHK APP't 109356.037 24623-738-DEN-2085-05
3
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.
STRANDED CU WIRE WITH GREEN, � Z ~
� 4 � CONDUIT TO RGS CONDUIT
600V, THHN/THWN INSULATION. TRAY CLAMP
SIZE AS SPECIFIED „ � �
2 AWG
� �/� S 2�� 3 a o a °� STRANDED,
� a ° a � a � � INSULATED
GROUND BAR ON °�i a o� ° a o ° WIRE {SEE
WALL, FLOOR 3 ,°�� a o a o ° NOTE 1 )
OR ON ANTENNA '�a o 1 SEE DETAIL 508A __ __ __ _—
TOWER �—
1 "
CABLE TRAY
LEGEND GROUND WIRE PLAN GROUNDING CLAMP
CONNECTOR 0—Z GEDNEY TYPE
O O O O O O 1 — COPPER GROUND BAR, %4'x 4"x 20", NEWTON INSTRUMENT C0. BURNDY TYPE KSU CTGC SEE NOTE 2
O O O O O O OO CAT. N0. 8-6142 OR EQUAL. HOLE CENTERS TO MATCH NEMA CONDUIT TO
DO DO �O DO �O 0 �O O O O DOUBLE LUG CONFIGURATION. {ACTUAL GROUND BAR SIZE WILL GROUNDING CLAMP TRAY CLAMP
VARY BASED ON NUMBER OF GROUND CONNECTIONS) OZ GEDNEY TYPE 0—Z GEDNEY
� CTG C --
TYP E CTC
2— INSULATORS, NEWTON INSTRUMENT CAT. N0. 30fi1 -4 OR EQUAL
CABLE TRAY
TWO—HOLE LUG, BOLTED TO GROUND 3— 5/8" LOCK WASHERS, NEWTON INSTRUMENT C0. RGS CONDUIT
BAR USING 3/8"-16 x 1 1 /4"STAINLESS CAT. N0. 3015-8 OR EQUAL INSULATED GROUNDING
STEEL HEX HEAD 80LTS AND HARDWARE. TYPE BUSHING, BOTH ENDS
4— WALL MOUNTING BRACKET, NEWTON INSTRUMENT C0. THREADED, OZ GEDNEY
*TWO—HOLE LUG, TO BE USED WITH CAT N0. A-605fi OR EQUAL TYPE HBLG
�2 AWG SOLID TINNED BARE CU SECTION
* GROUND BARS AT BO-f-fOM WIRE OR STRANDED CU WIRE WITH 5— 5/8-11 X 1 " HHCS BOLTS, NEWTON INSTRUMENT C0.
�F TOWERS OR MONOPOLES GREEN, fi00V, THHN/THWN CAT N0. 3012-1 OR EQUAL NOTES
SHALL USE EXOTHERMIC INSULATION TO ANTENNA 1 . GROUND WIRE CONNECTED TO RING GROUND.
' CONNECTION. 6— INSULATORS SHALL BE ELIMINATED WHEN BONDING DIRECTLY TO
STRUCTURE, BUILDING, RING TOWER MONOPOLE STRUCTURE. CONNECTION TO TOWER MONOPOLE
, GROUND OR MGB STRUC URE SHALL BE PER MANUFACTURERS RECOMME DATIONS. 2. ATTACH GROUNDING CLAMP ON EACH SECTION OF TRAY,
SPACING SHALL NOT EXCEED 12 —0
INSTALLATI�N OF GROUND WIRE GROUND BAR DETAIL TRAY �ROUNDING AND RGS CONDUIT RUN
TO GROUND BAR
DETAIL 508A DETAIL 509 DETAIL 507
— NTS
GROUNDING NOTES
TYPICALLY THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING SYSTEM AND PENETRATION BOOT �6 AWG STRANDED CU WIRE
{ ) FURNISHED W/KIT. MARK WITH
FOR OPENING (1YP. 16 PLACES) GREEN TAPE.
12" TO 24" LIGHTNING PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR STRICT COMPLIANCE WITH THE NEC IN SHELTER , , , a o
2 1 /2" DIA. MAX. 120" MAX (AS ADOPTED BY THE AHJ), THE SITE—SPECIFIC {UL, LPI, OR NFPA) LIGHTING PROTECTION CODE, AND SURGE ARRESTOR �
GENERAL COMPLIANCE WITH TELCORDIA AND TIA GROUNDING STANDARDS. THE SUBCONTRACTOR SHALL o 0
ANTENNA CABLE REPORT ANY VIOLATIONS OR ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. �O
ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION, '
— — AND AC POWER GES'S SHALL BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE o0
> > o 0
COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. w � WAVEGUIDE ENTRY
WEATHERPROOFING KIT o z
(SEE NOTE 3) ° ° ° ° °
THE SUBCONTRACTOR SHALL PERFORM IEEE FALL—OF—POTENTIAL RESISTANCE TO EARTH TESTING (PER �
� W 1 —HOLE #6 AWG STRANDED CU THHN
CABLE GROUND KIT IEEE 1 100 AND 81 ) FOR NEW GROUND ELECTRODE SYSTEMS. THE SUBCONTRACTOR SHALL FURNISH W �-- GREEN INSULATION INSTALL QNLY
AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 �- o C O M P R E S S I O N �F METAL FRAME DOES NOT HAVE
#6 AWG STRANDED COPPER GROUND OHMS OR LESS. LUG BOLTED EXISTING GROUND WIRE
WIRE (GROUNDED TO GROUND BAR) TO FRAME )
(SEE NOTE 1 & 2) METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. #2 AWG SOLID TINNED � o 0 0 0 0 0 0 0 0
TOP OF EXISTING FLOOR
STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, BARE CU WIRE OR o 0 0 0 0 0 0 0 0 0
ANTENNA CABLE CONNECTOR SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. ELEUATION STRANDED CU WIRE WITH ;
GREEN, 600V THWN
CO N N ECTI O N O F CAB LE G RO U N D K IT T� EACH INDOOR BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR INSULATION TO MASTER AUXILIARY GROUND BUS BAR
ANTENNA CABLE WITH SUPPLEMENTAL EQUIPMENT GROUND WIRES, #6 AWG OR LARGER. WAVEGUIDE ENTRY GROUND BUS BAR OR
EXTERIOR GROUND RING
� NOTES: EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. — STANDARD CABLE SHIELD GND KIT.
1 . DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS APPRO�lED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL GROUND TO GROUND BAR AT OUTSIDE
� DIRECT GROUND WIRE DOWN TO GROUND BAR. SHELTER ENTRANCE.
COMPRESSION AND BOLTED GROUND CONNECTIONS.
2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE
� SHELTER WALL
SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. AND THE TOWER GROUND BAR. MAIN �OAX CABLE
3. WEATHER PROOFING SHALL BE TWO—PART TAPE KIT, COLD SHRINK SURFACES TO BE CONNECTED TO GROUND CONDUCTORS SHALL BE CLEANED TO A BRIGHT SURFACE SURGE ARRESTOR
SHALL NOT BE USED. AT ALL CONNECTIONS.
EXPOSED GROUNDING CONNECTIONS SHALL BE MADE WITH COMPRESSION CONNECTORS WHICH ARE
THEN BOLTED TO EQUIPMENT USING STAINLESS STEEL HARDWARE. INSTALLATION TORQUE SHALL
D ETAI L 13A BE PER MANUFACTURE'S REQUIREMENT. 1 /2" JJMPER CABLE��
NTS _ ALL OUTDOOR METAL SUPPORT POSTS FOR ICE BRIDGE AND TRAY SHALL BE BONDED TO THE EXISTING �6 AWG STRANDED CU WIRE FURNISHED SURGE ARRESTOR GR�UNDING �� - i� �o
BURIED GROUND ELECTRODE SYSTEM WITH A SINGLE CONDUCTOR #2 AWG SOLID TINNED COPPER WIRE. WITH KII. MARK WITH GREEN TAPE. INSIDE SHELTER �,4 ���5 � �'�
SEPARAIELY GROUNDED TO AUXILIARY
GROUND BUS BAR DETAIL 527 � � 4�� �
D ETA i L 51 1 °� ����`.�� �
P LA N �'�,���pNA�.���,�o .
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_ _ _ . ,
KD�r SITE #: DEN-ZOSS � AT&T 4 fl5.01.03 ISSUED FOR ZONING SMT SWJ PFM
SITE NAME: RED SANDSTQNE 3 oz.�e.o3 ISSUED FOR CONSTRUCTION sMT sw� PFM BECHTEL TELECOMMUNICATIONS
Architects — Engineers, P.C. 2 02.04.03 ISSUED FOR CONSTRUCTION SWJ SWJ �FM �229 S. ALTON WAY �
� � � � � 7442 S. Tucson Way, Suite 180 545 N FRONTAGE ROAD �� � ENGLEWOOD, C0. 801 12 DETAILS
■ � . ' ' Englewoad, Colorada 80112 �► 1 12.12.02 ISSUED FOR CONSTRUCTIaN SWJ SWJ �FM
303.750.6999 FAX 303.750.0236 EAG LE COU NTY, CO 81657
Email: kdc�kdcarchitects.com AT&T WIRELESS SERVICES 4F COLORAD4, LLC. 0 12.05.02 ISSUED FOR CONSTRUCTION SWJ SWJ �FM KDC JOB N0. DRAWING NUMBER REV
� � � I I Website: www.kdcarchitects.com 100� 16TH. STREET N0. DATE REVISIaNS BY CHK �PP'D 109356.037 24623-738—DEN-2085—06 3
; DENVER, COLORADO 80265
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.
RF NOTS:
FACE OF EXISTING CONCREfE WALL -
,-
\ R F �AB LE M I N I M U M B E N D RAD I U S 1 . QUAI�TITIES SHOWN IN ( ) ARE TOTAL QUANTITY.
� 2. ACTUAL LENGTHS SHALL BE DETERMINED PER SITE CONDITION BY SUBCONTRACTOR.
• . ' (3) �/2° X 2" EXPANSION ANCHOFS AN D R EW H ELIAX COAX IAL CABLE COAX IAL CABLE
. , CABLE MODEL NUMBER NOMINAL SIZE MINIMUM BEND RADIUS 3. THE DESIGN IS BASED ON RF DATA SHEETS, SIGNED AND APPROVED.
N MICROFLECT #81587 WALL MTD C0�( FSJ 1 -50A 1 /4" (0.25") 1 " (25 mm) 4. RADCJ SIGNAL CABLE AND RACEWAY SHALL COMPLY WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL
SUPPORT BRACKEf' � 48" o.c. E F X 2-5 0 3/8" (0.3 7 5") 1 .7 5" {4 5 mm} C O D E (�E C, N F P A 7 0), C H A P T E R 8.
\ ' , FSJ2-50 3/8" (�.375") 1 " (25 mm) 5. ALL SPECIFIED MATERIAL FOR EACH LOCATION {E.G., OUTDOORS, INDOORS-OCCUPIED,
� d � FSJ4-508 & FSJ4RN-50B 1 /2" (0.5") 1 .25" (32 mm) INDOOR�-UNOCCUPIED, PLENUMS, RISER SHAFTS, ETC.) SHALL BE APPROVED, LISTED, OR LABELED AS
`V ' LDF4-50A & LDF4RN-50A 1 /2" (0.5") 5" {127 mm) REQUIR'_D BY THE NEC.
N , LDF5-50A & LDF5RN-50A 7/8" (�.875") 10" (254 mm) 6. RAD�J SIGNAL CABLE SHALL BE SUPPORTED AT MINIMUM OF EVERY THREE (3) FEET EXCEPT INSIDE
\ ' Q (12) ANDREW #SSH-158 VXL5-50 7/8" (0.875") 5" (127 mm) MONOP4LES OR LATi�ACE TOWERS WHERE CABLE AND CONNECTOR MANUFACTURERS SUPPORT RECOMMENDATIONS
c•� • ' "SNAPSTACK" STACKABLE SNAP i►v LDF6-50 & LDF6RN-50 1 1 /4" (1 .25") 15" (381 mm) SHALL 3E FOLLOWED. MANUFACTURER RECOMMENDED CABLE SUPPORT ACCESSORIES SHALL BE USED.
HANGER FOR {12) 1 5/8" COAX &
N • ' (3) #SSH-12 FOR (3) t/2" coAx LDF7-50A & LDF7RN-50A 1 5/8" (1 .625") 20" (508 mm) 7. THE OUTDOOR CABLE SUPPORT SYSTEM SHALL BE PROVIDED WITH AN ICE SHIELD T� SUPPORT AND
\ ' VXL7-50 1 5/8" {1 .625") 15" {381 mm) PROTECT ANTENNA CABLE RUNS. SEE DETAIL NUMBER 576.
�
N � LDF12-50 2 1 /4" {2.25") 24" (610 mm) 8. DRIF LOOPS SHALL BE REQUIRED ON ALL OUTSIDE CABLES. CABLES SHALL BE SLOPED AWAY FROM THE
BUILDIf� OR OUTDOOR BTS CABINETS TO PREVENT WATER FROM ENTERING THROUGH THE COAXIAL CABLE PORT.
iv a • , „ COMMSCOPE COAXIAL CABLE COAXIAL CABLE
\ • AND PAINT D FASTENEDVTO PRIM[D C A B L E M O D E L N U M B E R N O M I N A L S I Z E M I N I M U M B E N D R A D I U S g. ALL FEEDER LINE AND JUMPER CONNECTORS FOR GSM SHALL BE AWS APPRO V E D 7/1 6 D I N C A B L E
N MICROFLECT #81587 WITH BOLTS TO FXL 540 1 2" 0.5" 2" /51 mm CONNECTORS THAT MEET IP68 STANDARDS.
MATCH TAPPED HOLES IN SUPPOP,T � C � l J
, BRACKEf' SFX 500 1 /2" (0.5") 1 .25" (32 mm) 10. WH=N MODI�ING EXISTING TDMA COAXIAL CABLES F�R GSM USE, REMOVE ALL EXISTING N TYPE
N •
'` � CR 50 540 1 /2" {0.5") 4" (102 mm) CONNECTORS WHERE FEASIBLE AND REPLACE WITH NEW 7/16 DIN CONNECTORS.
, N � CR 50 1070 7/8" (�.875") 8" (203 mm) 11 . MIf�IMUM CABLE BENDING RADIUS SHALL BE ADHERED TO IN ACCORDANCE WITH SECTION 6.0 OF DESIGN
. CR 50 1873 1 5/8" (1 .625") 15" (381 mm) CRITERI� (DOCUMENT N0. 24fi23-033-3DR-GET-00001 ).
N .
� a ' RFS COAXIAL CABLE COAXIAL CABLE
`- 12. ALL 7/16 DIN CONNECTORS SHALL BE IP68 RATED. ALL OUTDOOR CONNECTORS AND ALL COAXIAL CABLE
N CABLE MODEL NUMSER NOMINAL SIZE MINIMUM BEND RADIUS SHIELDIVG GROUND POINTS SHALL BE WEATHERPROOFED IN ACCORDANCE WITH THE FOLLOWING PROCEDURE:
' � 81 1028-001 81 1028-F01 1 /4" 1 " START NITH ANDREW WEATHERPROOFING KIT TYPE 221213. START TAPE APPROXIMATELY 5 INCHES FROM THE
\ 811028-003 811028-F03 {0.25") (25 mm) C O N N E C T O R A N D W R A P 2 I N C H E S T O W A R D T H E C O N N E C T O R T H E N R E V E R S E T H E T A P E S O T H A T T H E S T I C K Y
c� , � ' 810917-001 810917-F01 3/8" 2" SIDE IS UP. TAPE OVER THE CONNECTOR OR SURGE ARRESTOR UNTIL THREE (3} TO FOUR (4) INCHES BEYOND
810917-003 810917-F03 (0.375") (51 mm) THE Ct�NNECTOR AND REVERSE AGAIN WITH THE STICKY SIDE DOWN FOR ANOTHER INCH OR TWO. ADD THE
BUTYL �UBBER AND FINISH WITH A FINAL LAYER OF ANDREWS TAPE.
N ' • 810918-001 810918-F01 1 /2" 3"
' 810918-003 810918-F03 �p.5") (7fi mm) 13. MH�'s/TMA's SHALL NOT BE PAINTED.
S 10918-083 S 10918-F83
d • , 811026-001 811026-F01 �� „ 14. AN-ENNAS SHALL BE PAINTED, WHEN REQUIRED, TO MATCH EXISTING ANTENNAS IN ACCORDANCE WITH
� g�� 81 1026-003 81 1026-F03 1�2 � '3 ANTENI�A MANUFACTURERS' SURFACE PREPARATION AND PAINTING REQUIREMENTS. ALLGON ANTENNAS SHALL
� 811026-083 811026-F83 (0.5") (33 mm) USE ALGON SYSTEM AB; ALLGON DOCUMENT NUMBER 990323/LL. KATHREIN TECHNICAL BULLETIN �119 OCT.
'- � 9 9.
• 810921 -001 810921 -F01 ��S" 5"
� EXISTING CaAX CHASE 81 �921 -003 810921 -F03 0 875" 127 mm)
4 ' ' 810921 -083 810921 -F83 t • � ( 15. CABLE SHIELDS, AND TOWER CONDUITS SHALL BE GROUNDED AT THE TOP OF THE TOWER, WITHIN 10 FEET
OF TH�R CONNECTORS, AND AT THE BOTTOM OF THE TOWER ABOUT fi INCHES BEFORE THEY TURN TOWARD
810916-001 810916-F01 THE FA:ILITY. THEY SHALL BE GROUNDED AT THE MIDPOINT OF TOWERS THAT ARE BETWEEN 150 FEET AND
810916-003 810916-F03 � � �4�� 8�� 300 FEET HIGH, AND AT INTERVALS OF 150 FEET OR LESS ON TOWERS THAT ARE HIGHER THAN 300 FEET.
810916-083 810916-F83 (1 .25") (203 mm) THEY 9-IALL BE ALSO GROUNDED AT THE WAVEGUIDE ENTRANCE TO THE FACILITY.
810920-001 810920-F01 1 5/8" g" 16. APPROVED GROUNDING KITS, WHICH INCLUDE GROUNDING STRAPS, SHALL BE USED TO GROUND THE
810920-003 81 �920-F03 {1 .625") (203 mm) COAXIAI CABLE SHIELDS, AND CONDUITS. THE GROUND CONDUCTORS FOR THE KITS AT THE TOP OF THE
810920-083 810920-F83 TOWER, AND IN THE MIDDLE SECTION OF THE TOWER, ARE BONDED DIRECTLY TO TOWER STEEL USING
81104fi-001 811046-F01 EXOTHERMIC, BOLTED, OR APPROVED CLAMP CONNECTIONS.
81 1046-003 81 1046-F03 2 1 /4" 9.5"
811046-083 811046-F83 �2•25") (241 mm) 17. ALL RADIO SIGNAL CABLE SHALL BE LABELED WITH COLOR-CODED ELECTRICAL TAPE (3M SCOTCH 35, 7
MILS THICK, ��Z INCH WIDE, VINYL ELECTRICAL TAPE, OR CONTRACTOR APPROVED EQUAL) AND BRASS OR
MAN U FACTU R ERS R ECO M M EN D ED TO RQU E STAINLESS STEEL IDENTIFICATION TAGS AS SPECIFIED IN DETAIL NUMBER fi00, 600A.
COAX CHASE COVER, CONI�IECTOR CONNECTOR CONNECTOR 18. TH[ SUBCONTRACTOR SHALL FILL IN DETAIL 601 AND AFFIX IT TO A WEATHER-PROTECTED LOCATION (E.G.,
.
VENDOR (DIN) (N) {SMA) THE SF'ELTER INTERIOR WALL) NEAR THE CABLE PORT.
D ETAI L � O ANDREW 220-265 IN-LB 15-20 IN-L8 8 IN-LB 19. RE�:OMMENDED SURGE ARRESTORS THAT CAN BE USED WITH THE BTS EQUIPMENT:
`� ANDREW: 7/16 DIN M/F WIDEBAND 1 /4 WAVE, GAS TUBE WITH DC BYPASS
NTS . HUBER+SUHNER 220-265 IN-LB 6-10 IN-LB 7.1 -9.7 IN-LB HUBER-SUHNER: 7/16 DIN M/F WIDEBAND 1 /4 WAVE, GAS TUBE WITH DC BYPASS
COMMSeOPE 220 IN-LB 15 IN-LB NA 20. DI�LEXERS AND/OR DIPLEXERS AND MOUNTING HARDWARE {J CLAMPS}
R F CAB LE M I N I M U M B EN D RAD I U S AN D MAN U FACTU R ERS WHERE REQUIRED SHALL BE SUPPLIED BY CONTRACTOR AND INSTALLED BY THE SUBCONTRACTOR.
R ECO M M E N D ED CO N N ECTO R TO R Q U E TAB LES 21 . M�-A/TMA'S TO BE INSTALLED AT TOWER TOP, SHALL BE SUPPLIED BY CONTRACTOR (WHERE REQUIRED)
AND INSTALLED BY THE SUBCONTRACTOR.
22. ANfENNA FEED LINE SYSTEM SWEEP TESTING SHALL BE PERFORMED AND REPORTED IN ACCORDANCE WITH
THE REQUIREMENTS OF AWS DOCUMENT N0. WNS-0284 (LATEST REVISION). CONTRACTOR WILL NOT ACCEPT A
RADIO �IGNAL CABLE INSTALLATION WITH UNSATISFACTORY SWEEP TEST RESULTS. � ^LE CO
�Q„� ca►sr R �P,�
C�Q�
DETAIL 309 DETAIL 520 �' 0����91 �,� �
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- - - . , KDC AT&T
SITE NAME: RED SANDSTONE 3 o2.�a.o3 ISSUED FOR CONSTRUC110N s� sw� PfM BECHTEL TELECOMMUNICATIONS
- . ■ ' I Architects - Engineers, P.C. 2 02.04.03 ISSUED FOR CONSTRUCTION SWJ SWJ PfM ENGLEWOODTO 0�80112 DETAILS
7442 S. Tucson Way, Suite 180 545 N FRONTAGE ROAD i� � ,
■ ■ � ' I Englewood, Colarado 80112 ��- 1 12.12.02 15SUED FOR CONSTRUCTION SWJ SWJ PfM
303.750.6999 FAX 303.75Q.0236 EAG LE COU NTY, CO 81657
Email: kdcl�kdcarchitects.com AT&T WIRELESS SERVICES OF COLORADO, LLC. 0 12.05.02 ISSUED FOR CONSTRUCTION SWJ SWJ PfM KDC JOB N0. ORAWING NUMBER REV
. ■ . � I I Website: www.kdcarchitects.cam tooi 16TH. srREEr No. DATE REVISIONS BY CHK APP'D 109356.037 24623-738-DEN-2085-07 3
DENVER, COLORADO 80285
L
�
�
r
r�
�� ��p� REMOVABLE
��� LID WITH DRIP
EDGE
�
cV
\
.—
R �
N
1 5/8" COAX WITH �
MINIMUM BENDING RADIUS N O
l [PER ANDREW CHART O ,
� � r SP30-21 25 JUNE 1991] .
/ � � �- � , ,
- _ - � a • �
/ / � /^ � , �1 1/2 u
/ / , , (TYPICAL)
; - _ _ � o �
� � � --' � N ,
/ / �' -- �
� _
/ / � � � � _._- —f S 3. � ���
� � / / � / �cT/�N,� W�I�O(2) 8 35A 7 OOTS R OR(1)
/ / � � r-- --- '�%8 � �/s" COAX EACH AND (2) e > >/2" x i
/ / � � � 1 1:6A BOOTS FOR (1) 1/2" 1/2° BOTTaM
�� � / , � MICROFLECT 8 2074 C0�( EACH AND {1) 81189A DRIP�EDGETH
� / / f � � ENTRY PLATE WITH (12) BO)T FOR (2) 1/2" COAX EACH
� � � � / � � B535A BOOTS FOR (1) 1
`� / / 5/8" COAX F�►CH AND (2)
DOGHOUSE FLANGE ATI'ACHED TO / / � � / � B 1 126A BOOTS FOR (1)
CURB WITH HILTI S–MD 12-14X3/4 / � 1/2° COAX EACH AND {1)
/ / / / 81189A BOOT FOR {2) NOTE – CUSTOM BOX SHALL BE
HWH #2 KWIK SEAL t� 4" O.C. � „ MADE WITH 22 GA GALVANIZED
DRIP EDGE / / / / / NOTE C B00 S NOT MEfAL WITH ALL SEAMS SEALED
� / OR SOLDERED
BONDING ADHESIVE – TYPICAL SHOWN
ROOF MEMBRANE FLASHING / / / / � SFC�O DETAIL
CONTINUOUS TO BACK SIDE OF PT / � � � N ?q 28
���� � cuRe /� �°8 NTS
2X2 PT NAILER I �
'� � � �
ROOFING BASE SHEET ' � � � 2�-8 �/4�� +
TURNED 3" UP FACE OF NOTES:
2X10 PT CURB WITH � � � � a 1 . DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS
CORNERS FLASHED 3" r � // /
� DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR.
RUBBER FASTENING STRIP �N � /
CONTINUQUS SEALANT j � 2. WEATHER PROOFING SHALL BE TWO—PART TAPE KIT, COLD
� I � SHRINK SHALL NOT 8E USED.
— — — � � � — —
' � � TO ANTENNAS
J f �
� �
� '
� + KIT (-�-Yp �ROOFING
CONTRACTOR SHALL FIELD VERIFY � '
EXISTING ROOF CONSTRUCTION
ROOFING MEMBRANE ON BACKER
BaARD aN oN RIGID INSULATION is � I COAX JUMPER GROUND KIT
ASSUMED IN THIS DETAIL � �-�P•� �TI,P�
SHEET METAL CLOSURE CONTINUOUS ON FACE OF CUT �
EXISTING ROOFING AND DECKING TO BE REMOVED AT PASS � '
THROUGH CONNECTOR
– ALL ROOFING WORK SHALL CONFOFM TO NRCA WEATHERPROOFING �6 AWG
RECOMMENDATIONS AND STANDARDS A�D SHALL BE MADE KIT {TYP.�
WATER TIGHT
– CONTRACTaR SHALL REMOVE ROOF BALLAST [GRAVEL SEE NOTE 2 ANTENNA GROUND
ON ROOF TO HOLD DOWN LOOSE LAI[ EPDM MEMBRANE] BAR, MOUNTED
FROM AROUND PROPOSED PENETRATIQV FOR
� CONSTRUCTION THEN REPLACE BALLA.,�T TO FACE OF ANTENNA CABLE TO NEAR/BELOW ANTENNA
CURB
– ALL CALL OUTS ABOVE ARE TYPICA_ ALL AROUND BTS EQUIPMENT {lYP�
� CURB OPENING
– THIS DEi'AIL ASSUMES THAT THE SPACE BELOW �S AN FROM ANTENNA
OPEN EQUIPMENT ROOM AND THERE I� NO REfURN AIR FRAME SUPPORT
PLENUM BELOW THE PROPOSED DOGI-pUSE.
�— #2 AWG STRANDED,
FROM ANTENNA INSULATED BONDED TO
MAST AIR TERMINALS �2 AWG GROUND WIRE ALONG
(WHEN REQUIRED) STRANDED, INSULATED CABLE TRAY TO MGB
DETAIL 2�, CONNECTION OF GROUND WIRE TO .�..;� .�
NTS
GROUND BAR, ROOFTOP �` °� `�
,�,�� �Sr °�
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- . ■ , ' Architects – Engineers, P.C. 2 Q2,04.03 ISSUED FOR CONSTRUCTION SWJ SWJ PWI �229 S. ALTON WAY DETAILS
7442 S. Tucson Way, Suite 18� 545 N FRONTAGE ROAD �� � ENGLEWOOD, C0. 80112
� � � ' I Englewaod, Colarado 80112 �� 1 12.12.02 ISSUED FOR CaNSTRUCTION SWJ SWJ PWI
303.750.6999 FAX 303.750.D236 EAGLE COUNTY, CO 81657
Email: kdc�kdcarchitects.com AT&T WIRELESS SERVICES OF COLORADO, LLC. 0 12.05.02 ISSUED FOR CONSTRUCTION SWJ SWJ PWI KDC JOB N0. DRAWING NUMBER R�IJ
� � � ' I Website: www.kdcarchitects.com �ooi 1fiTH. STREEf No. DATE REVISIONS BY CHK A�'D 109356.037 24623-738—DEN-2085-08 3
a DENVER, CaLORADO 80265
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-- _ .,.,�—w r�- ---c..+. ...�. -�.` ,_a.,•--�.�.r.. „t.- .m�a n-sea .e.a�r , '� „�,�y,.� ..
� ANTENNA SECTOR AND CAB �E DEFINITION #fi AWG, JUMPER oF
A� ANTENNA CABLE
ALPHA, A GROUNDING KIT INSIDE
AOA ANTENNA GAMMA, C RF CABLES , THE CABLE TRAY {TYP.) 37,(" —�- 7,S" -*—
TYPICAL FOR RF CABLES ORDA RN TERMINAL PPORT (933 mm) {190 mm)
SECTORS A, B & C —'~ (IF APPLICABLE)
= cn � i LUG {TYP.)
O J � O
/ LUG o
Q J � O J
.,,s.:.. .... ...� �.7 -
C 1 B ETA, 8 B 1
NOTE: RF CABLES #2 AWG
� STRANDED,
SECTOR ORIENTATI�N/AZIMUTH WILL VARY FROM REGION INSULATED
TO REGION AND 15 SITE SPECIFIC. REFER TO RF REPORT GROUNDING BAR,
FOR EACH SPECIFC SITE TO DETERMINE THE SECTOR WITHOUT INSULATORS, SIDE VIEW OF
ORIENTATION. MOUNTED OUTSIDE OF CABLE TRAY
�
CABLE TRAY OR COAX � �
� � � � � � CABLE MARKING COL�R �ONVENTION TABLE FOR AOA BRIDGE KIT 7�,� FRONT
GPS AOA NS LATEDTTONMGB� 00
r
�/
COAX (TYP) CABLE CABLE CABLE CABLE CABLE �
SECTOR OL IL IR OR CAL
EQUIPMENT SHELTER ALPHA, A 1 RED 2 RED 3 RED 4 RED 5 RED
� 1 WHITE 1 WHITE 1 WHITE 1 WHITE 1 WHITE G RO U N D BAR M 0 U NTE D O N
- O 2 � CAB LE TRAY
� SECTOR B 1 BLUE 2 BLUE 3 BLUE 4 BLUE 5 BLUE
ARRESTOR ¢ BETA, B 1 WHITE 1 WHITE 1 WHITE 1 WHITE 1 WHITE DETAI L 523 0
�
� NTS
(TYP) w —
OUTDOOR CABINET o SECTOR 1 GREEN 2 GREEN 3 GREEN 4 GREEN 5 GREEN
GAMMA, C 1 WHITE 1 WHITE 1 WHITE 1 WHITE 1 WHITE FRO NT ELEVATI O N S I D E �II EVII
NOTE:
JUMPER SECTOR 1 YELLOW 2 YELLOW 3 YELLOW 4 YELLOW 5 YELLOW THE ANTENNA PANEL WEIGHT IS 110 LBS.
CABLE {TYP) DELTA, D 1 WHITE 1 WHITE 1 WHITE 1 WHITE 1 WHITE
NOTES: AOA PAN EL ANTEN NA
MALE �nP� DECIBEL 776QNB 120EXM DUAL BAND
1 . USING THE COLOR BANDS ABOVE, MARK ALL AOA RF CABLES BY SECTOR
FEMALE (TYP) AND ANTENNA CONNECTOR POSITION AS SHOWN ABOVE. (EXAMPLE SECTOR 8 2 4 - 8 9 4 M H Z 18 5 0 - 19 9 0 M H Z
ALPHA, CABLE OL WOULD BE ONE RED BAND AND ONE WHITE BAND). THE
GPS ANTENNA CABLE SHALL BE MARKED WITH A SINGLE BAND OF GRAY
TELCO RACK (INDOOR) TRPE. D ETAI L g C �
OR
OUTDOOR ENCLOSURE (OUTSIDE) 2. STANDARD CABLE MARKING TAPE IS TO BE 1/2" SCOTCH 35 VINYL —
ELECTRICAL TAPE FOR COLOR CODING BY 3M AND BASED UPON THE NEMA
COLOR STANDARD FOR - PED, BLUE, GREEN, YELLOW, WHITE, ORANGE, AND
BROWN FOR THE SEVEN Pt�SSIBLE SECTORS AS DESCRIBED IN WNS-00217,
GRAY SHALL BE USED FOR MARKING OF THE GPS COAX.
3. IN THE ABSENCE OF AN E�ISTING COLOR CODING AND TAGGING SCHEME, OR
CAB LE MAR K I N G LOCATI 0 N S D IAG RAM WHEN INSTALLING NEW COAXIAL CABLES, THE GUIDELINE IS TO FOLLOW
AWS 'TOWER/ANTENNA CABIE MARKING STANDARD' WNS-00217 LATEST
ALL RF CABLE SHALL BE MARKED AS PER CABLE REVISION. IF THE MARKET HAS A COLOR SCHEME OTHER THAN THE AWS
MARKING LOCATIONS TABLE BELOW: STANDARD, USE THE EXISTING MARKING FOLLOWED BY THE WHITE BAND.
CAB LE MAR K I N G LOCATI 0 N S �
N0. TAPE TAG LOCATIONS OPTIONS: OL, IL, IR, OR AND CAL)
� Sect�r
1 . X Ant. Port R GPS
BOTH ENDS OF THE MAIN COAX AND
` JUMPER AT ANTENNA END. A-TWS
E91 1
CABLE ENTRY PORT ON THE INTERIOR OF TDMA
2• X THE SHELTER.
E91 1 LI N E TAG
GSM/TDMA�E91 1 TO PROVIDE ADDITIONAL IDENTIFICATION EACH RF CABLE SHALL BE IDENTIFIED
WITH A METAL TAG MADE OF STAINLESS STEEL OR BRASS AND STAMPED WITH
AOA CAB LE MAR K I N G LOCATI 0 N S THE SECTOR, ANTENNA PC�RT, AND "ATi�WS" TO IDENTIFY AT&T WIRELESS
CABLES. THE ID MARKING LOCATIONS SHOULD BE AS PER "CABLE MARKING , ���,���r�
LOCATIONS TABLE". THE TnG SHOULD BE ATTACHED WITH CORROSION PROOF @�,�'� �G,;T�� °�r��,
DETAIL 6O'OA WIRE AROUND THE CABLE, PREFERRED TAG LABELING SHOULD BE AS SHOWN c� �
ABOVE "E911 LINE TAG".
� �9 �����,� �
CA B L E M A R K I N G TAG �,��Fs,a�A�����
o���o��
� � � � ■ ' S 07.OS.a4 CLIENT REV.— PERMIT� CONSTRUCTION JHR PFM MA
SITE #: DEN-2Q85 4 a5.o,.03 ISSUED FOR ZONING sMr sw� PF� BECHTEL TELECOMMUNICATIONS
- - � . � KDC AT&T
SITE NAME: RED SANDSTO��E 3 a2.�s.a3 ISSUED FOR CONSTRUCTION sMr sw� PF� BECHTEL TELECOMMUNICATIONS
- � � ' � Architects — Engineers, P.C. 7229 S. ALTON WAY
2 02.04.03 ISSUED FOR CONSTRUCTION SWJ SWJ PF6 D ETA1 LS
7442 S. Tucson Way, Suite 180 545 N FRONTAGE ROAD i� � ENGLEWOOD, C0. 801 12
S ■ , ' I Englewood, Colarado 80112 �� 1 12.12.02 ISSUED FOR CONSTRUCTION SWJ SWJ PF6
303.750.6999 FAX 303.750.�236 EAG LE COU NTY, CO 81657
Email: kdc�kdcarchitects.com AT&T WIRELESS SERVICES OF COLORADQ, LLC. 0 12.05.02 ISSUED FOR CONSTRUCTION SWJ SWJ PF� KDC JOB N0. DRAWING NUMBER REV
� . � ' I Website: www.kdcarchitects.com 1aa1 1sTH. STREEf N0. DATE REVISIONS BY CHK APf'D 109356.037 24623-738-DEN-2085-09 3
� DENVER, CaLORADO 80265
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t � o o GENERAL NOTES I �1DEX OF DRAWI �IGS �� �f ���� - � ���&� � �� ���} � s �=�-P
�J £ ,��,w�F ,��,� ,�x., `�.� ��«�.�.;.�; {�� ,�r,,T,� �'.. ,
= r {-.;� � �,�.,;�'"����:.°���,�. :� �;.�-� ����°t " -
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GENERAL ���> }.�, ���:�.� ,��� ti�r� a�3�4{: ,�,� � �� .�
s� 1. CONTRACTOR SHALL VISIT JOB SITE TO REVIEW SCOPE OF '1°' �` - � �`�' � � k�Y °-
,, .�
`�';�,�- :�..���� .� �� „��r�.a��n 7�� a �. ,
W�tK AND EXISTING JOB CQNDITIONS INCLUDING, BIJT NOT � �x �� �^��'� � �� R �� ��� "
��
� ' LIMITE� T0, SITEWORK, FOUNDATION, ELECTRICAL SERVICE T T I TLE SHEET ' s" �� ` - � ���� �� � . �5��
`' � AND OVERALL COORDINAT►ON. °_,� �,��a��. �° �- �' `� .��r �"��V
2. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE ' h��'� '����� ��� *� a�g+�,.`��� �
q i .§�-�,+�te�.K,�+4�Fl�� ;f'6§`- ,, '��i'i.�^ '��'3� w 4
.�" . �^^s;���t
INTENDED TO BE A D IAGRAMMATIC QUTL INE ONLY. � O F � S I T E S U R V E Y & L E G A L D E S C R I P T I 0 N s � 1 � �* � �' '
- UNLESS OTHERWISE NOTED THE WORK SHALL INCLUDE �'�''� �� �� -� � � : °
' ��`.a��"k�„y a«1�U�t� N�,J°r."- 1
FURNINSHING MATERIALS, EQUIPN(ENT AND APPURTENANCES, �� ` � N _ , *��� w•���"��' ''� �
�.� �,��=�s�,��"�'����;�,a, , . W ^�";^, , '
AND LABOR NECESSARY TO EFFECT ALL INSTALLAT I ONS AS L- � L A N D S C A P I N G P L A N .a�l��;�:°' ' �'��f��';'�` �:"�4a', ���sµ=.;j`
� � INDICATED ON THE DRAWINGS. THE WORK SHALL ALSO �,� ,�� '.��� � ;��. ���':�°,�'`^�°*'��� �4�4��,�"� �!°,3�_
�� ,v+"�r:� ��d`�, `j,'�^;*�€. ''+;�s4?����'3�:.�,��'�`r,r�' °�n#�µrr-
� INCLUDE ALL MATERIALS, DETAILS AND LABOR NECESSARY �f, ,� ' � s����, ,� ��.;X,��_,;se-�i�,� ; '
FOR THE SUCCESSFUL CONSTRUCTION OF THE BUILDING. �, "�'�° °� �� - � ` ` .
�� '� � �� ,°�3�a � ,`��' � �$���s�,,, ;�
3. PRIOR TO THE SUBMISSfON OF BIDS, THE CONTRACTOR .,h �"� ��Y�� ��u` �r� � ` � �' � ��
.�: � ��, .�� �t�� �� �..
HALL VI IT THE BSIT AN H L FAMI IA I '��`F�� .''�'�¢'�'� `� ;� '�'�''��f��`s'x����,"��
H I MSELF W i TH ALL �OND T I ONS� AFFECT I NG THE P OPOSED A R C H I T E C T U R A L =
S T R U C T U R A L N O T E S r.:�� Architects - Engineers
INSTALLATION, AND SHALL MAKE PROVISIONS AS TO THE COST �� DTC 57
THEREOF. CONTRACTOR SHALL BE RESPONSIBLE FOR ' S325 south va�entia way, Suite 200
1. LIVE LOADS USED IN DESIGN• FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, A- 1 S I TE AND r . Englewood, colorado 801 1 1-2903
FIELD CONDITIONS AND DIMENSIONS AND CONFIRMING THAT _„� 303.771.6999 FAX 303.�7�.7s4t
A. ROOF (SNO W DR I FT I NG 110 PSF) ............75 PSF , � - : , . ra,, ., , , M1 ��,,.,:.
B. W I ND THE WORK MAY BE ACCOMPL I SHED AS SHOWN PR I OR TO F L O O R P L A N t ^ d���^�"'L , "�� .� �� � ,r��`'=``�'_'��';
1. BASIC WIND SPEED 80 MPH PROCEEpING WITH CONSTRUCTION. _�.�
....................
2. EXPOSURE........... ........0 ��� o 0 0 0 0���
' C. EARTHQUAKE. ZONE 1 4� OTHE WISE OT DN ASPACiNGFIBETWEEN FQU PMENT SS A-2 EXTER I OR ELEVAT I ONS � ��� � � � ��
.......................... � � 000m �� �
2. FOUNDO TIRACTOR TO FOLLO W ALL RECOMMENDAT I ONS i N SQ I LS F Ea D RV�R C Y D I MENS I ONS.RE S OULDT THERE IBE AANY� A N D S E C T I 0 N S � � � ��0 �
0000 �00 � � �� '
REPORTS PREPARED BY THOMAS E. SUMMERLEE S� QUESTIONS REGARDING THE CONTRACT DOCUMENTS, 0 o p p� p
ASSOCIATES, INC. EXISTING CONDITIONS AND/OR DESIGN INTENT, THE o o A 00�0� ,_
• B. MAXIMUM A�LOWABLE SOIL BEARING PRESSURE SHALL BE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAfNING A- 3 �ETA I�S ��'"° �'he Mobile Tele hone Com en � "
3000 PSF/1500 PSF FOR FOOTINGS PLACED ON NATURAL A CLARIFICATION FROM THE OWNER'S REPRESENTATIVE OR p p Y
UNDISTURBED SOILS AND/OR COMPACTEQ STRUCTURAL ARCHITECT PRIOR TO PROCEEDINGWITH THE WORK, OR �
FILL. RELATED WORK IN QUESTION. "'
C. NOT IFY SOILS ENG INEER WHEN EXCAVAT ION IS COMPLETE 5. CONTRACTOR SHALL NOT IFY ARCH I TECT OR THE OWNER'S M E C H A N I C A L ' , �E V
O
SO TN-+T CONDITIONS MAY BE INSPECTED PRIOR TO REPRESENTATIVE IN WRITING, AND SHALL RECEIVE IN WRITING WALTER
PLACEMENT OF ANY FI LL OR CONCRETE. A EMS R OT �CLEARLY DEF INED OR� DENT IF EDN BYWTHE CON ACT M- � H V A C P L A N & N 0 T E S ,� `'�'a��_` �
3. CONCRETE� DOCUMENTS. � � �ROUP
A. ALL CONCRETE SHALL BE MADE WITH TYPE 1 PORTLAf� 6. WSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE
' , CENIENT, STONE AGGPcGATE & SHALL DEVELOP 4,000 WITH MANUFACTURERS' RECOMMENDATIONS UNLESS SPECI- �`''� �•�:-`«� =� � �����w��.�:'����� ''" �^�� �r$����-�_ ,-
,,. ��z .w : q �°" 5 f=,�p � l'` z "{a
PS� COM�'�ESS'VE STRENGTH IN 28 DAYS. FICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR ELECTRICAL
B. ALL CONCRETE W ORK & RE WFORCEMENT DETA I L i NG REGULAT I ONS TAKE PRECEDENCE. I -7� C�R R I D 0 R S Y S T E M �
SHALL BE IN ACCORDANC� WITH ACI BUILDING CODE
. �
318-89. UN�ESS NOT�D OT�iERW I SE ALL EXPOSED EDGES 7. CONTRACTOR SHALL NOT I FY ARCH I TECT OF ALL PRODUCTS E- � E L E CiT R I C A� A N D G R 0 U N D I N G - C 0 L 0 R A D 0 3
OF CONCRETE VVORK SHALL HAVE 3/4" CHAMFER. USE OR ITEMS NOTED AS "EXISTING" WHICH ARE NOT IN
/p19/colo3 OTHERWIS�HOOKS �N DOWELS UNLESS NOTED FIELD. . PLANS , ONE-L I NE D I AGRAM RED SAND STONE ELEMENTARY
p9,038�� C E��U�A R O N� C. CONTRACTOR MAY POUR SLABS-ON GRADE CONTINUOUS. 8• �-� WORK PERFORMED AND MATERIALS INSTALLED SHALL SCHOOL CELLS I TE
BE I N STR I CT ACCORDANCE, AS A M I N I MUM STANDARD,
D. WALLS 8� FOUNDA�ION SHALL NDT HAVE JOINTS IN A WITH ALL APPLICABLE CODES, REGU�ATIONS AND ORDI-
DATABASE•• HORIZONTAL PLANE. ALL CONSTRIJCTION JOINTS SHALL BE NANCES HAVING JURISDICTION. CONTRACTOR SHALL GIVE E-2 GROUND I NG D ETA I�S , SCHEMAT I CS VA I L , COLORAD 0
ab:� 1 O �1 ' 16 T H S T R E E T S U I T E C- I ' ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, � , . �r _, h,
., �
4. RE I NFOR EM NT ED OR aS APPROVED BY TNE ENG I I�ER. AUTHOR I YGUBEARNG ON�HE PERFORMANCE OF THEY WORK�C ALL D E T A I L , A L A R M P A N E L .. ■ 5 ' n� ��y'�T � ' #� s ���„_�Y .
D E�l�/E R C�� �R AD � 8 0 2 6 5 A. ALL REINFORC,NG SHALL BE HIGH-STRENGTH DEFORMED
ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE 9��38 0g2 ,
LAYER STYLES BARS CON�ORM�NG TO ASTM A615, GRAD� 60 EXCEPT TIES W�TH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY ��� • '�p �- .. � . � ��� �. �: � nr-- ;
� SPECIFICATIONS, Al� LOCAL AND STATE JURISDICTIONAL I
STIRRUPS & PLAT� ANCHORS WHICH SHALL BE DEFORMED CODES, ORDINANCES AND APPLICABLE REGULATIONS. LRH/JFB/RJE
' � O � �� �- � Q O� BARS, ASTM A615, GRAGiE 40. N h �,, � �,zK� ,. t�q ,� ,R,
<.J B. WELDED WIRE r=ABF?IC SHALL CONFORM TO ASTM A185 9. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, � ` ' ��' �' *��"
& SHALL �E !APPED Oh'� FULL MESH AT SIDE & END USING H1S BEST SKILL AND ATTENTION. HE SHALL BE KDC
SPLICES 8� WIRED TOGETHER. SOLELY RESPONSIBLE FOR ALL C�NSTRUCTION MEANS, , ,�
C. REINFORCEMENT PRGTECTION METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND �r�.���`t '�<<. �-� �r =«_. " ��� � -�=" `�"
f , t .,�.
; FOR COORDINATING ALL PORTIOfJS OF THE WORK UNDER THE ''
,
PLOTTING• 2. SLABST& WALSr NOT EXPOSED TO WEATHER)...314" CONTRACT. � �9:1g: LI Y
�. s� � ►+�w� D. NO SPLICES OF REI^�ORCEMENT SHALL BE MADE �� THE DESIGN, SPECIFICATIONS, PERFORMANCE AND EW
� 8 T H E W A� T E R G R�U P EXCEPT AS DETAILED �R AUTHORIZED BY THE LOCATION OF ALL RADIO SWITCHING EQUIPMEN ITEMS SYMLJOLS - 3 09.28 9 LAR ONE
2. i.oan srn.e=
STRUCTURAL ENGINEE�. LAP SPLICES, WNERE (INCLUDING INTERIOR OVERHEAD CABLE TRAYS) ARE B
--►�-- OTHERS. THE CONTRACTOR SHALL BE RESPO
3. �or s�c��., / PERMITTED, SHAL� B� A MINIMUM OF 36 BAR - 4 1Q.04.91 B G
1`�t'O �A K E S I D E A� E N U E S U ( T E I O O COORDINATING HIS WORK W ITH THE WORK 0 H S S IT
To outii►e= DIAMETERS UNLESS OiHERWISE NOTED. MAKE ALL BARS MAY RELATE TO RADIO SWITCHING EQUIPMEN AN '� `�" 5 10.15.91 EW
Stralpht Plot � CONTINUOI�S AROUND CORNERS. OTHER RELATED PORTIONS OF THE ORK.
E. PROVIDE �L ACCESSORIES NECESSARY TO SUPPORT
4� �° � SEATT�E WASHI �IG � 61 - � o � i
--NO��- REINFORCING AT POSITIONS SHOWN ON THE PLANS. ALL 11. ANTENNA SUPPORTES ARE UNDER EPARATE CONTRACT. A DOOR REFERENCE A� DETAIL NUMBER �
� REINFORCEMENT TO BE HELD SECURELY IN PROPER THE CONTRACTOR SHALL ASSIST A NA INSTALLATION SUB- SHEET NUMBER FOR DETAIL ' �
ARCHIVED• POSITION IN ACCORDANCE W/ ACI 318-89. CONTRACTOR W TERMS OF CO .DI AND SITE "
TAPE 250 2 0 6 3 2 8 -0 S 0 8 5. STRUCTURAL STEEL� ACCESS. ERECTION SUB-CONT C SHALL BE RESPON- � "` �
S I BLE FOR PROTECT I ON OF L AND PROPERTY FROM �� �
TAPE 150 A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 �
ANCHORBOLTS SHAL� BE A307 STEEL & MISC. EMBEDDED HAZARDOUS EXPOSURE TO EAD DANGERS. ,� O /�
r� 60 _ ITEMS SHALL BE A3E STEEL. 12. SEAL PENETRATIONS � FIRE ATED AREAS WITH U.L. 1� REVISION � SECTION NUMBER (
DISK 5 25 S I � �E R T H 0 R N E �O . P H ��I E 3� 3 4 6 8 �1�1 B. MIN. WELDS TO BE AISE AND/OR AWS BUT NOT LESS A-1 ���
DISK 3 5 � THAN 3/16" CONT. FILLET UNLESS NOTED OTHERWISE. LISTED OR F.M. AP MATERI SHEET NUMBER FOR SECTION ��
BAptUP PATH• _ C. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING 13. GENERAL CONTR SHALL VI HE PROJECT SIT A p
F A/� 3 0 3 �- 6 8 g 5 g 5 THE AMERICAM WELDING SOCIETY STANDARD FULL SET OF T CTION 0 M` TS. ANNOTATED IT THE y ��� '
� QUALIFICATIONS TESTS AS DETAILED I�t. AWS D1.1. L A T T R E A N D C L I T I 5 R T H E U S E "
D. PROV I DE TEMPORARY BRAC I NG & PRECAUT I ONS � � �� ��� �v
NECESSARY TO WITHSTAND ALL CONSTRUCTION AND/OR 14. KDC I G RAL E COMPLEMEN , KEYED NOTES INTERIOR ELEVATION �j G��2 �
WIND LOADS UNTIL ALL FIELD CONNECTIONS ARE WHA CA D R � AN LL BE BINDING AS AL D A-� SHEET NUMBER FOR SECTION
COMPLETED & SHEAR WALLS OR DECKS ARE IN PLACE. FOR WORK 0 REFFERED TO ON ANY WING . � Ai i drawings and wr�tten mater ia� conta�ned
PLOT DATEi E. STEEL JOISTS SHALL BE DESIGNED, FABRICATED & SHAL E ED A � T GH SHOWN ALL�LATED herein may not be dup� icated, used or disclosed
e9/ze�9� ERECTED IN ACCORDANCE W/ STEEL JOIST (SJI) DRA 5. * wi thout the wr�tten consent ot tne arcn i tect
�
SPECIFICATIONS & SHALL BE THE TYPE & SIZE SHOWN 15. KDC HA MADE EVERY � RT TO SE F R ` IN THE CONTR
K E N�l E T H D • C A M P A R C H I T E C T S/ E�l G I N E E R S ON THE PLANS. SHOP DRAWING SUBMITTALS SHALL BE DOCUMENTS THE COMPLETE SCOPE OF THE BIDDER I
, 9 ACCOMPAN I ED BY VER I F i CAT I ON THAT MFR. IS SJ I NEVERTHELES5 CAUT IONED THAT M INOR NS ,� P R 0 J E C T S U M M A R Y
CERT I F I ED 8� SHALL NAME THE RE I G I STERED PROFESS I ONAL D i SCREPANC I ES I N THE DRAW INGS � I CAT I ONS SHALL' P
5 3 2 5 S O . �A�E N T I A W A Y S U ( T E � Q Q ENGWEER IN CHARGE OF THE DESIGN. NOT EXCUSE HIM FROM PROVIDING�' COM ETED ELTER
9 AND S I TE I MPROVEMENT I . CORDANCE W I TH T i NT
6. METAL DECK OF THESE DOCUMENTS. IT L BE THE RE PON IB I OF COLORADO 3 SYSTEM CELL S I TES
� w o 0 o c o�o R ,�,o 0 8 0111 A. DECK SHALL BE SHOP-PAINTED STEEL. OF THE TYPE THE BIDDER TO BRING Y 0� ICTS, OMISS NS �
E�I G�E CALLED FOR ON THE FRAMING PLANS 8� SHALL BE DISCREPANCIES TO THE T ON OF KDC, I I FORMAT, THE WORK CONSISTS OF SITE CLEARING, GRADING, EXCAVATION
, � CONTINUOUS WHERE POSSIBLE. PRIOR TO SUBMISSION OF HI - ROPOSAL. FOR, AND CONSTRUCTION OF, A CONCRETE FOUNOATION & A 360 S.F.
3 O� � � i -6 g 9 9 B• DECKING SHALL BE INSTALLED 8� ALL OPENINGS CUT REINFORCED CONCRETE EQUIPMENT ENCLOSURE ADJACENT TO
& REINFORCED IN ACCORDANCE W/MFR'S STANDARD DETAILS THE RED SANDSTONE �LEMENTARY SCHOOL IN VAIL, COLORADO.
& SPECIFICATIONS EXCEPT AS OTHERWISE NOTED.
C. WELDING REQUIREMENTS SHALL BE AS FOLLOWS THE "CELL SITE" TELEPHONE EQUIPMENT AND INSTALLATION � � � -
UNLESS OTHERW ISE NOTED ON THE PLANS� �� _ IS UNDER A SEPARATE CONTRACT. ' -" `` `�`'' � ' - x '° T'��` ��""` ' °{� ° `�" °v- -
� WELDS OR SC EWSTATL1201STS W/ 1/2" PUDDLE THE COMMUNICATIONS ANTENNAS AND DISK, INCLUDING THEIR I -7� CORRIDOR SY
2. LONGITUDINAL JOINTS BETWEEN ADJACENT ROOF PLACEMENT AND INSTALLATION, IS UNDER A SEPARATE CONTRACT.
DECK UNITS SHALL BE FASTENED TOGETHER W/1/,2" THE CONTRACT ALSO INCLUDES A NEW POWER SERVICE COLORAD 0 3
PUDDLE WELDS OR SCREWS AT 36". TO THE NEW EQUIPMENT SHELTER AND NEW LANDSCAPING.
K E N�l E T H D • C A M P A R C H I T E C T S/ E N G I N E E R S 3. ATTACH ROOF DECK TO BEAMS OR PLATES PARALLEL
9 T O D E C K W/ 1/2" P U D D L E W E L D S O R S C R E W S A T 1 2". R E D S A N D S T O N E E L E T
�. GENERAL: V I C I N I T Y M A P
5 3 2 5 S O . �A�E N T I A W A Y S U I T E � O O A. ENG I NEER'S ACCEPTANCE MUST BE SECURED FOR ALL _ _ S C H 0 0 L C E L L S I T E
� STRUCTURAL SUBSTITUTIONS. � " � �� �ir �� `��� ' � � ' �. ��, '�'��I `' -SQ�°Za;�� /' � (� �_, = VA I L , COLORAD O
- B. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF & . ; �- � i `-, ,' .� `��. , � ' , , `,�� , �,,,;� � � / �
� � � 1 � i � - - .
WALLS W/ MECHANICAL & ELECTRICAL CONTRACTORS. , � - � , , , � t �,� i t
ENG�EW�� D C���RAD� 8 � 111 : ,� .. , , ..> >. � � ,, _ � q � �� � �.�� xr.s� , ... _ �. � w�Y. �
� VERIFICATION OF LOCATIONS, SIZES, LINTELS & � -- - �
i � �! � �__'�"-- `�� � �� � � � � � � � � -- - � Fr r �� rF xr�,., a x��5� �.�w,...,r Fk
REQU IRED CONNECT IONS ARE CONTRACTOR'S COMPLETE .ti � � ---�'"-�
� , , 1 „� _ _ _ I,T , -:-�' � - -== - �
- ,z _.�el ;-- _---� s , ! \ �; �, _ ,��. , , l � _ _ _ - _ _
3� 3 7� 1 6 9 9 9 RESPONSIBILITY. � ; - �� � 1 � ,,� ''= � � , � � � ; _ �� _ __�_
� t�( �JI �- � , ,
C. PRIOR TO INSTALLATION OF MECHANICAL & ELECTRICAL \ � �/�J� -��r'- ' � ►�� � r=� ; >t�,,„ f�"�(�,\ ' ; �4 n _,_r - _
EQU IPMENT OR OTHER I TEMS TO BE ATTACHED TO THE ' 1,. , � _- ) ��j � � t� � 5 , ,� ', - ___ � -
STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS & � ,\=_ , ! � I� - � .} , ! j- � ,� � .,_ � �� . __--
SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY ' �'/� %�� - ;� ` - �___-" - -
DETAILED ON THE PLANS, THE RESPECTIVE SUB- ' ' 1� ��;.6�• ,'�` �l �''i� ' �,;,�E�j,���� -_� � Vail 1 �� � ,,�;;,;.;•, ,::;;� " T I T�E SHEET
CONTRACTOR SHALL FURNISH ALL HANGERS, CONNECTIONS, �, ,i•�-�-,� f�/� ��� __ _l ig,-� ? , I � y ;, ,;-p, ,._ r-
ETC., REQUIRED FOR INSTALLATION OF HIS ITEMS. � �(_ , ��� �, _.,��E.. _-__`� T ___ : •���,-�F,�,��_��Y': ••,;�;;:�.i,.� ,��� �/
- D. PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED �� .�� ,� /�s�r� �-, i t _ _ � ` ''Ir •••t� -l� �; �.- ,,,- - -
, �-��/% /�, � � •.� i-`_ - �s��; � �O� ° � :.;, / �. ���� � '�
K E N N E T H D • C A M P A R�H I T E C T S/ E N G I �l E E R S ON PLANS. M I SC. EMBEDDED I T�MS & ANCHOR BOLTS SHALL ,z ��,. � /'�� � � - � �� -� � `_ , i ,
. � FURNISHED BY STEE SUPPLIER & INSTALLED THESE DRAWINGS ARE APPROVED FOR CONSTRUCTION. ANY �� ' , � ,l� ,� -; � I � ti�-t,' " < � -� f � _�,� - , �
BY CONCRETE CONTRACTOR. STEEL SHALL FULFILL ASTM � • !�� �'���� ���`� � - �' �,_� i° =� ���' ' � ��
` A36. CHANGES AFTER APPROVAL MAY RESULT IN ADDITIONAL ' _ ,,,' �-,,�'�=` ' ,�" � , � _ _ � �1� �;,,� ,: ��',,� - `
5 2 . �A�Ef�T I A WAY SU I TE 20� . . ry .. �, � � . ., . � � � . ., ,! ., �, ;
� E. SUBMIT SHOP & ERECTION DRAWINGS TO ENGINEER FOR DESIGN AND/OR CONSTRUCTION COSTS. % _ ;,� ,.' � - � �c�-i_�- � - � ��- 1 ��.�[ , ,�i i '
n ' � -, i I''J �i f � I �, + E 1 ��. � \ '7'/
REVIEW OF ALL REINFORCING, STEEL JOISTS & METAL ,�+� i ��-.-, , -- -_ ,� .� �� �� - 4 � j , ,.
� �. �- ,�___ � � �
� � E���E w o 0 o C 0�a R AD � S � 111 , PRI R TOEWRIT�TENCREV EWROFASHOP DWGS WILLY �MS , . �,',% � ,��i� .��%S � --�--,-__ _ _ - _ „_ ��^Ji���7)i J.�,� � ( `,�'
`� '1 BY� ' � =- '� � � �-- _ �� `� � ' l� �-= �-- �__ com'^ _ __
ENTIRELY AT THE RISK OF THE CONTRACTOR. ' ' ;" ,, ��{� '� "•� � y'� � _ I f i ��1 � •__ .�;
- F. ALL DIMENSIONS ON PLANS SHALL BE VERIFIED W/ D A T E 1 h'. �� � , /1 C -" ,�a� ;,Ln
� 3� 3 7� 1 �� 9 9 EXISTING CONDITIONS. , � ( � � t � llail Ski Area=�'';`x� �. q I' l
� � i� V � 1 � � - w
,` ! i � �_ _ ,� ,� � O� / �� , .W�: _ � �' � 4
i -- _. .� ,
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, • � �
. N
�, �qBi ° D � D 0 � ° 0 0 �
_ � � � � �
ON WA�L � 83
� C�
La �] D
� '�PPR�XIIV� ��90 °0 0 0
�� A TE E�E� . O
WAL� _ qTION qT � , � � JL
8273 5 T�P \/ �
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�
83po _ EAG � E � OU �I TY � OLOR ,� D 0 � � �
. , �
RETAINING � � °
WALL 8?9 . �
� o
82�0
g T BAR SCALE
28� ������� � x , �.� �-� �R.n s`����e �,�;�"����.,� 0 10 20 40
a+� .M �.��� �aA �r��� � � �
, � �„'� ���,�> �
�'' � ScQle 1" = 20'
� FOUND #5 REBAR
��� SITE BENCHMARK: CbNTOUR INTERVAL 2' �
� ' �
CON 82�0 $280 ^% ELEVATION 8289.3' • �;
p�Tc �RETE L�NE r' - - - _ _ _ FO U N D °'
�
H D ,� — — — — — — _ _ _ , REBAR & CAP OVERHEAD
' — — — LS 4551 ELECTRIC
�' — .- -
� — — — —
� � � � - - - -� LINE -
�
�� ���, � � s2�o ` � �
��,0 ��`L" TELEPHONE ° j THREE
;
`��`��p� �b 0�� �p R I S E R ; , � ,
W
, G , � � � GUY �
� F� ��,� c�°� P R OP 0 SE D % � � � WI R E S ---- ---------
R E D ��� �� O Q- �b�' T E L E P H 0 N E � � ^ � ---
;� � s2so _ �
E S� N JP c,'� � SE R VI C E ;' � � N ' I
�E I�I D S T �,� o Q � , a �
�� �' O� F, � ,`�O LINE � 2so � C�l C�1 I ,
� R � E � o
SCN c�,�P TWO 12„ , � � �
, � �
O� �� CU LVER TS � 8zS0 � O LEASE DESCRIPTION I
� z
SEE -- A PORTION OF LOT 8, BLO;K 2, VAIL POTATO PATCH, A SUBDIVISION RECORQED I
� DETAIL A -- _-- 240 -''-- --_ � IN BOOK 233 AT PAGE 62o OF THE EAGLE COUNTY, CpLORADO CLERK AND I
-"----___ � ' RECORDER'S RECORDS, SAI) PORTION OF LAND BEING MORE PARTICULARLY o p
� FL�WLI N E 2.�� DESGRIBED AS FOLLOWS. I
RETAINING � 8240 �
WALL ' ��---- CONCRETE LINED COMMENCING AT THE SOUT-iEASTERLY CORNER OF SA1D LOT 8; THENCE �
� ��V�� D I TC�I __ _ ❑ N69'43'27"W A DISTANCE QF 409 60 FEET TO THE POINT OF BEGINNING, I � Q O
� BEING A POINT ON THE EASTERLY FACE OF THE RED SANDSTONE ELEMENTARY
LOADING ''"; TELEPHONE SCHOOL Bll1LDING; THENCE S78'36'01"E AND DEPARTiNG SAID BUILQING I ° O �
'� '� 6�� VERTICAL CURB ; FACE A DISTANCE 0��14„0�) FEET; THENCE N11'23'S9E A DISTANCE OF 36.00 � ° � Q
DOCK C CFETE � � , RISER FEET; THENCE N78'36 01 W 14.00 FEET TO A POINT ON THE EASTERLY FACE I nn (� �S �
' STEP.. Q�P � ' OF SA1D RED SANDSTONE [LEMENTARY SCHOOL; THENCE S11'23�59"W AND ALONG '��' O
�' � � �C� ; SAID EASTERLY FACE A DI>TANCE OF 36.00 FEET TO THE POINT OF BEGINNING. I � � W �
�\ � THE ABOVE DESCRJBED PARCEL CONTAINS 504 SQUARE FEET OR 0 012 ACRES I � ° � O �
S�pEw P� � MORE OR LESS a U �
� A�K Q � - � � � � ^o
N � BURIED ELECTRIC l� � Q � � ,
� � , , � o � O d-
I CABLE Q Q O �
, � _ � PRIMARY LINE , � d � �
,
DETAIL A � I 3 PHASE 25 KV Q d w W
�. � a� —J
� � I � � z
' � w � � � W
, ^
� CURB °O N I � �
6" VERT1 C A � � O
" , r� I� � .
SED �f, A N o , I �
PROPO U2 6 ep9
� 0 9 � I ELECTRIC
CONTOURS N78� , ���O� O ,
VAULT ON
36 �� ��W ��'G� � ' 5' X 5' PAD Design K.C.H. �r
' ' �
14, ' ; '
� i I Drawn
� � D.�.F.
� ,
PROPOSED 2 � _ � �
►
S ��N�RETE � SERVICE ��NE .__ .____ ----� I Check M.D.H.
BLDG. wALE ----- --------- -
' PRCPOSED ELECTRIC J
� ___ _ —
� --_'" —_ � �•
J ° � �j 6� � F 0 U N D R E B A R & C A P _----- --------------- —. _ _. — — .
� � TO P 0 F B L D. �j 2 ' � --------------------___------ � — sca�e _
_ —
_ � '"� E L E V. 5 2. 15' � = 3 g g Q .0 0 ; L S 16 8 4 4------------- -------- _ _ _. - - - -' 1 " _ 2 0'
� i � - �
_ � z „ R _ ------ -
� o o , 42 0 , 3'' W C P) u _ - - - _ ` _
�
NOTES
�' = 3 0 ° _ �g � g' S�� �� P.o.c. '
Z � � � ., � � G�62, � 1 This survey does not constitute Q title seorch by MSM, Inc. to determine
f- Q� � -____ 0 �H OR� � ownership or easements of records For all information regarding eQSements,
� M � 824o g y
� � ''----____ - ri hts-of-wa , and title of record, MSM, Inc relied upon Title Policy n n n
___________` ______ ___ ���I
.
� N --____ No.
� ___, __ ---------------- prepared by -------------------• � �I �
� ,LU 2 Notice - According to Colorado law, you must commence any legal 4ction O � °
� • based upon any defect ih this survey within three years after you first � � � w O
FLOOR , � TOP OF PIPE discover such defect In no event may any action based upon any defect in � � J O
E L E V, q-2,� �J ON 4�. 6, — this survey be commenced more than ten yecars from the date of the �p
� _ — certification shown hereon 0� � l!� � U
� � � � � �
� 2 CONCRETE � � � � 3 Benchmark from plans provided by Eagle County School District, Q 0 � Li- }-
, Z SWALE , � � � � VQiI / Minturn K-4 Elementary School. ( U S.G.S. Datum.) n � � � E-
�2 _ — �� a
_ — � az �
S7 � � 4. Freld bearmgs were determined by a magnetic becaring observation.
8 36'p » LI M I TS OF - - � � � � �
° 1 � � � (declination 12').
, E — � � � o c�
14 EASEM EN T � � O D 5. According to the FEMA Map PQnel 080054-0002 C (Revised Mcay 1, 1985) @� � (�
1 0 � sub ect ro ert does not lie in an 100 ear flood lain. � � J
T R J P P Y Y Y P � �
GE
1 � — � � � � yr
0� -
FR - - � �
-�H _ _ � Certif�cation
OR - - - -
� _ _
� � I, Michael D Heimbuck, a Registered Land Surveyor in the State of Colorado,
BAR SCALE � � � do hereby certify thQt this topographic map was prepared under my direct
� �- � � . , '" ° , , � supervision, and that this map is true and correct to fhe best of my knowledge
0 5 10 20 � �
� ,� �� �',�� and belief.
_ — -k�•� � �°te 9�18�91
Scale 1" - 10' � ° � � ,�� � . Job No g1066
�.' - . � _ ° � .. �e �� � ,�,�,� �,.�*.�..,.�,,..�s,��°'�e�'' �'.�''"�.�'� Sheet of ' ''
. , . � � � .�
�- , ' � � : ' Dcate Michael D Heimbuck
RLS 17488 1 1
, �
.
� SHRUB PLANTING DETAIL TREE PLANTING DETAIL (Level Ground) TREE PLANTING DETAIL (Sloped Ground) _
PRUME ALL DAMAGED OR OEAD WOOD DO NOT CUT IE�DER.PRUNE IMMEDIATELY DO NOT CUT LEADEH.PRUNE IYMEDIATELY �j
�
`� VR1011 TQ PLANTIM(i. PRIOR TO PLA�I�IMfi. PRIOR TO 'LAMTIMQ 'r
�
3ET 9NRU� 1' MIGHER THAN THE �USE 3 OUY ASaIMSUES PER TREE, - USL� dllr AstiY�LIEd�ER TRHE, r..�
�
T_WH1CH LT (iREW. 8' BERM ON DOWN HILL SIDE
V
OF TREE TO HOLD WATER O
OI(i PLAMT �IT TWICE AS WI�E ANO USE MYLON TREE STRAPS AT END OF WIRE. US! NrLON TREt fT11APS AT END OR WIRE. �
!11(iH A3 THE CONTAINER
UEE'AGlUFORN'TABS AT MFG. STD. RATE. UsE'AGlUtORY'tA�t AT YFO. dTD.RATE.
, ' APPI,Y SPECIFIED MULCH.TAPER MULCH
12 GUAGE GALIAIQZED WIRE 12 OUAGQ QALYAIO2i0 WIRE ,
� / • �EPTH TO 1'AT EDtiE OF PAVEMENT. P LA N T M A7 E R I A L S
: CARE lNALL BE TAKEN TO NOT -'%�� PLANT AOOTBALL 2'HIGH PLANT ROOTSALL 2'HIOH
_� '• o���a,� TNE SHRUB OR ROOTBALL ' SYM. BOTANICAL NAME COMMON NAME QUANTITY SIZE & CONDITION
Archltects - Enpineers
• CGS(A) Piciapungens Colorado Green Spruce 1 8' B&B ore s�
WHEM Rta10YING IT FROM IT'S
CONTAINEII. 24�= 3 •' *r C,MAflKERSu7YPICAL) 24's �/4' P.11,C,MARKERSIT�P�CAL) CGS�B) Pic�aPungens Colorado Green Spruce 4 6' B$l6 5325 South Valent ia way, SuItB 2�
5 A Po uus tremuloides Quakin As en 5 1 1/2" Muiti stem B&B Enpterood, Colorado.eeiii-2ses
P 9 P nt 7sat
303 771 6999 FAX 303
- — 4'TREE TAiE([EClDUOS TuiEES ONLY) 4'TRE!TAPE(DEC1DU08 TRE88 ONLY) 3 SB Ame�nchier alnifolia Serviceberry 3 5 Gal.
LOOSEN SIDES OF PLANT PIT AND WATEF
IN MIELL TO ELIMINATE LAHGE AIR ��� gPECIFIEO 8►CKFILL MEX AND �-1/4 BPECIFIED SACKFILL MIX AND Genesee Mounta�n Mix As Needed 3 1/2 Ibs per 1000 s.f.
■ ■ ������
• ;'e`b .. 1/2 PIT SOIL 1/Z PIT dO1L � ■■■. ■
PaCKETS. -
: . . . ... . e u a�r
ALL JUNIPER PLANTS SHOULD BE . � ■ ... ■
PLANTED SO TOP OF ROOT MA8S
DRIVE 30"T'-S�KE iNT� 4�L�iSTURBED DRIY!�O"T'-RTAKE INTO UNDISTURSED
� " ■ ■ ■ ■ ��� �
OCCUR3 AT FINI8H ORADE OF SOIL FLUSH WITrI AD.JACEI�'y fiRADE SOIL.FL!!3N WITH ADIACEMT WIAD! LA N D S C A P E N 0 T E S � � ��� �
MULCH L�YE� ■ ■ ■ ■■■■. ��
' F�u Pu►rnP�T w�.-H :/2 SPECIFiED � ' 1 . All tree andshrub plantings shall receive a soil preparation-of
riEMOVE JPPER t/5 ao'3 OF WGRE REMOYE UPPEp 4/! RO's OF WMIE 50% peat noss and 50% manure mixed with 50% of the planting pit soil. The e�'o��le �'s1�Fl�c�ne Cc�mpsny j
: /
s��� w�x �o sis ai� soa ; ,
\� BASKEi AFTER 'R'cc' i3 ::r �-3;, REMOV'c ' tASKET AFTER TRE! 1= IM PIT.REMOYE
C.S"ilIIPACTED pACKFILIAIIX '
_��_ �Wi�lE AND CUYAND qEfwG�r SUFi:.A�. ��NE AND CUT AND REMOYE BURLAP. 2. All trees ani shrubs are to be planted in a manner as indicated per �
FOR TR'cES INLAWN AR'cAS• IN3TA�f. FOR TqEE3 IN LAWN AREA3: INSTALL planting detiil. Trees are to be staked, as indicated per planting detail, for (1 ) year. � -�i
�f�Gr'cK OF CRUMBLING ROOTBALLS 36' DIA. STEE EDGcR i.,RCLE.F�'v?Y � 38' DIA. 3TEEL EDOER CIRCLE.FLUSH
Y� �� BE REJECTED ���X X ���x W3�Fi SGD. IN;i ALE. 2' L'c?i K ?'t,� ��_� � ��_� WITH SOD. IN3TALL 2� DEPTH PEA " �ALTER
��.�:��� oh •?si�� o= u.f�;�;. ORAVEL ON INSIDE OF CIRCLE. 3. Shrub bedsare to be mulched to a depth of 3 1/2 with pole peelings.
. � � � ••• 4. All areas di;turbed during constructaon or grading shall be re-seeded �R��
.. . PROPERTY LINE , with Genes:e Mountain Mix at a rate of 3 1/2 Lls per 1000 s f . Seed
"' .., mix can be found at Rocky Mountain Seed Co. (623-6223).
••• 5. Areas to bere-seeded located on slopes greater than 3•1 shall be THE
�� covered wit� Jute Netting erosion control or approved equal and NORRIS COMPANY
t, staked secUly to the slope. 2d3 L�SI Ninciccnlh Avcnue Suite 100
Denver, C��Ic�r�ulo 80203
(3(13) 3G0-IIGG
-`� EXISTING CONTOUR LINE t_<<nci [�►.�niun�;
� L,in�lua��c Ar�hilcc.turc
PROPOSED CONTOUR LINE P,ir{. Pl�uining ,incl Dcsign
�_ Sitc ht�ititcr I'I.uining
- �'' ��. ��1 I -7� CORR I D OR SYSTEM
�-- �----`1�'� _``' COLORAD 0 3 '
`�—�
EXISTING RETAINING WALL RED SAND STONE ELEMENTARY
��- e =-i�` � . SCHOOL CELLS I TE
---___
4 CGS(bl ~�— NEW CONCRETE SWALE �A I L , COLOf lAD O
'_`_--- - • � e
r, 3 S B —�-------___--. _�.______� ��"_- 9�IJ3£3 �92
_�_._---�--�._ �`°" ---�� �• • .
�. '�----- �
- NEW SHELTER • � _ ____ EXISTING 6" VERTICAL CURB
.
.. --'"-_'— `""`—. r :
1`_.__--__-- -_.�,
1 CGS(a) —
-_.
`��� � � �
. 5A
� � � � 1 P9 16 91 PREL I��4I NARY �
� i 2 09.�9.91 DRB
� REVIEW
J 3 09 2a 91 CELLULAR ONE
. NEW CONCRETE STEPS
REVIEW
4 10 04 91 BIDDING
S'�EwA�K EXISTING CONCRETE STEPS
, ,
��
� '
- EX�STING PARK�NG
EXISTING 6" VERTICAL CURB
I -7� CORf�IDOR SYSTEM �
F� ��� ' � '
,ST� o�, � COLORAD 0 3
�� a RED SANDSTONE ELEMENTARY
ASPHALT
SCALE � " = 20" SCI-IOOL CELLS I TE
VAIL , COLO{�ADO
DR�V� •
o �0 20 40 � so N O RT H
SPNp,I� �ANDSCAPE PLAN
A SEPTEMBER 19, '1991
`�NE .
EX�ST�NG
P��pERTY /
,
, �
. - ' �
il �
a,
�� -
—_. _ ' r—__ . ... . ' ' ' . .. . ._.
�
i
' (2} OPENINGS PER L}NIT 3/4" T&G EXT. GRADE PLYWOOD EXISTING POURED-IN-PLACE �
, - SUPPLY AIR (8"x28"} � 8'-0" PAINTED, ON 2x2 1900D FURRING s 24" O.C. REINFORCED CONCRETE WALL t � ��� • � �, , „_ „ '
� GENERAL NOTES A.F.F. TO TOP W/ 1 1/2" I�lSULATION (TYP) _ �''f 4�'°° m mA'` ,1 � �
' - RETURN AIR (14"x28") Q 5'-10' ° �° � � �M � `�f� �M�(y , � ,. ° '� °� ~ �
i . RESILIENT FLOORING SHALL BE 12"x12" STONETEX A.F.F. TO TOP NEWTON GROUND WIREWAY AT � - °" *z�t°�, . NYLr i � Y� - ` ir`�"Y i
� �,
52127 "STONE WHITE" BY ARMSTRONG OR EXISTING WOOD COLUMNS TO BAR CEILING ALARM � „�Y, r �_ r _ � � . �F _ �
� EQUAL FOR ENTIRE SHELTER. ~ , � - , �• �- - ° 4 ° • �` � �
. , BE REPLACED W/ NEW TS 4x4x1/4 BLOCK � W_�k,� �N w� �� *� T
� �� f� ` - F�.,~� F" , ' t� �' � k�
, 51 '-6" VERIFY W/ ROOF COAX CABLE � �. BASE SHALL BE 4 ROPPE BLACK RUBBER (TYP OF 4) , w j 4'jLL, i��r� A;'(� ar, °��*�'"'V',,��' ,0.
COVE BASE. X�r k ry,t
•.� JOIST LOCATION SUPPOR7 - -� � - � � ;
SHEET METAL CABLE 3 PLYWOOD PANELS� CAULK ALL JOINTS PRIME, r ----- -"------------------------- --- ---- --- - -� - -� — yKr ' f, ,LF-�t;�M s�F^y '
CHASE RE� 5A1 ' „ ' � = i BLOCK OUT OPENING IN oi �-' ����= � '� v�,� �r -� k�
PAINT PITTSBURGH #2541 "ABBEY . C° � FLOOR SLAB FOR CABLE � - Y� � H� ; , � ; ����� �r -•y ���' ��-�'�
EX I ST I NG G MNAS I UM - f I z DTI-� '; ENTRANCE - VERIFY SIZE , ��'k'-> - � '� � ��
� �. UNDERSIDE OF ROOF DECK AND STEEL JOISTS. I I `� cg 6i ;. � , - �� x �, y-�
� FIN. FLR. = EL. 8242.1 ' PAINT PITTSBURGH tt2541 "ABBEY". EXISTING STAIRS ( ' , , . µ y '- � �,, �. �`
_ � , .
o TO REMAIN ! - } F- � BURIED COAX CABLE E'— , �' . � w� �
� SEAL & FLASH ANY NEW ROOF BURIED COAX <o � c� cv � CJ . , ," . . _._.
"' PENETRATI�IS IN COMPLIANCE (4) 3 1/2° DIA. PIPE i. CELLULAR TELEPHONE E�UIPMENT BY OTHERS - SHOWN _' � AC-1 � �a w � � � � RE� GENERAL NOTE tt7 0 ,° �� ` " � ., s .- ` ` `- , ' _'`�' „
CABLE RE= GENERAL FOR COORDINATION ONLY. `� � _ � — — � • "''-''' r -' �`°°�� 4 .`� " ` '.` �"
� W/ ROOFING MFR. SUPPORTS W/ 8'-0" H. tt ( I �" > OPENING FOR SCROLL r . � ' - " � . '
� RECOIvP,1ENDATIONS VYHIP ANTENNAS NOTE 7 , � ` .„,,, , , , ,� ; , `y -� , , _
N , ., � � � � RF-1 RF-0 CF — — — — — — - ���. r.a , � .��'�. ., . � <�
,� i. DOOR 1 SHALL BE 1 3/4"x3 -0 x7'-0" 14 GA. INSULATED FAN VERIFY SIZE ' -,-,
�5 �' HOLLOW METAL WITH 14 GA. HOLLOW METAL � � RE� M-1 (c? (c) (c) _ _ _ _ _ ,�k�;��� > :�._, _ . .'__. , w,� �r` ~�^
I ( � � ..v ,,, , .
� — — — '
FRAME - PAINT TO MATCH EXISTING DOORS & FRAMES. - � — — �• ~ �t„ �� _ - _ �°� L �
� I I L .,
� SURGE I z it+ �< rr� �� I'
" ••�� � . °Vi
'. ROUTE COAX CABLE IN BURIED 4" PVC CONDUIT MIN. ( I HI & L019 ALM COl ARRESTOR � � Architects - Engineers
� ❑ p I 200A MAIN � t�� DTC 57
� 4'-0" BELOW GRADE (3 RUNS MIN.) W/ 3'-0" : � TEMP ALARM _ PANEL
4 � EXISTING CONCRETE MIN. RADIUS AT ALL DIRECTION CHANGES. STUB ( EXISTING CONC. WALLS I � � TRANSFER SWITCH � 5325 South Valentia Way, suite z0�
, �, � i . Englewood, Colorado 80111-29P�3
• A-1 SWALE & CAP 6" ABOVE GRADE & FLOOR SLAB. TO REMAIN N w AC-2 MARVAIRE �-�gNN � NEW CONCRETE SWALE
� CONTROLLER � AN� ' TO MATCH EXISTING 3m3 771 699g FAX 303 771 7641
16'-0" 3�'-H" m I DEDUCT ALTERNATE - BURY COAX CABLE MIN. 4'-0" �— — — — — — — — � 1 _ _ _ _ TFP/RFP _____ ' � `� � � �� "`" ' '
EXISTING STAIRS 2'-0" DIA. MICROWAVE DISH � BELOW GRADE IN SAND & PROVIDE ORANGE � _' � O --�
TO REMAIN EXISTING ROOF TO w/ 4"DIA. x 4'-0"H i9 �_ � _ _ _ _ _ _ _ • � � ' � � � � � p p p�p p Q
ISTING�DUMPSTER , � BE REMOVED � PIPE SUPPORT PER/ ANTENNA MFG. I _' VINYL BARRIER STRIP 1 6' ABOVE CABLE FOR ENTIRE
TO REMAIN 4 -� � �' LENGTH & WIDTH OF TRENCH - STRIP TO READ EXISTING ROOF 8�� I � �8�� � o 0 0 ���� � �;� � � _ I
= 2�0A MAIN BREAKR , `� �� �`��
-"B U R I E D C A B L E". S E A L P E N E T R A T I O N S O F �O U N D A T I O N T O B E R E M O V E D m F I R E � � � o ���0 �
� LOAD CENTf� � GENERATOR
� �� � - � & FLOOR SLAB WATERTIGHT. � XTINGUISHER � RECEPTACLE � ° � � ���� � � �
f __��� NEW �MELTER —� — — — — — — — — — — — � ,_ , o o t��0 f� ��
� ______�; FIN. �R. _ - , 5'-�" 3 4 ' 5 POURED-IN-PLACE o 0 opppr,�p
------'i EL. 8'�42.15' T -0�� NEW ROOF ABOVE A_2 � REINF. CONCP,ETE WALL
; , SWALE NCRETE RE� 6A3 1�,-�„ T � - 8 3�,_�„ (TYP) RE� 5A2 � � The Mobile Tetephone CompBny
NEW CONC WALL & ,
GATES RE� DWG. A-3 � c-� 3°X5",
24 GA. GALV. OPEN (2) EXISTING 12"
EXISTING 12" DIA
'— " DOWNSPOUT PAINT TO MATCH ' DIAMETER CULVERTS ��'�!I� � '
CULVERT SET IN � . �II� :� I'I II I' ' ��
NEW CONCRETE CONCRETE BULKHEAD BUILDING 'I I,i� II
LANDING & STAIRS
_ ��L�`��t
NEW CONCRETE 2 , EXISTING 6" VERT. 1 1/2" DIA. METAL PIPE EXISTING RETAINING WALL � -
SWALE E�lLARGED S I TE PLti�I IVORTH CONCRETE CURB 7 HANDRAIL & GUARDRAIL AND CONCRETE SWALE � � �� � ��0�
NEW LANDSCAPING
PAINT (TYP)
RE� LANDSCAPING EXISTING CONCRETE A-1 SCALE� � " = 16 � -P��� A-1 - - - . ° °
PLAN SWALE _ . ^ ' x
-',
3 SHEL I ER FLO�R PL�� �oR-� , �� I -7� CORR I D OR SYSTEM
�qgj A-1 �, _ � _ �� OVERSCOAX CABLES IO ER 4/x4NEW00D CO�ORAD 0 3
SCALE• 1 /4 � � BLOCKING. �.� RED SAND STONE ELEMENTARY
PATH• �PPROXIMALL
p910380923 OF wq�L A 8 ELEVA TI�N A T TOP �e`�' e3� _ E
2 7 3�5 � COAX CABLES S C H O O L C E L L S I T E .
--� ° --- AD 0
DATABASE - �2� �
__.__-�--�- � - --.Y•� �. VA I L , C�LOR
db.CD ` .,�.. - � _.. r ,�
ar.a2 FL45H I NG MEMBRANE ' ' � �
ssee 0"ER 4x4 REDWOOD �' �T:te���c�a�.l�!����,t,l-;�`'. ,
6L�CKING AND 1 1/2° �_ 91�38 �92
629•66 � RETAINING CANT AT 4'-0"o.c. ,���,�,�;�;, :„� •
� MATCH EXiSTING EXISTING ROOF DECK �. _ m�s .�.`E ���•` ��
LAYER STYLES PROPERTY �INE S86°16 't�g��E �P wa�� 8�Q r ,x,
827e
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8280 1
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FOUND #5 REBAR ' KDC
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p t INE 8 � �� — -' — — _ FOUND ���"'j����"?C"""�,� � = �
1 09.16.91 PRELIMINARY
PLOTTIN6 �TCH D TELEPHONE � - -" -- - - LSB455& CAP OVERHEAD � 2 �9 19.91 REVIEW
� �"�, CON�RET RISER CONTOUR INTEl2VRL 2 ^ — "— -- — — _ „� LINETRIC -- -' �
2. �.oan srnFj E WA� � � � � 3 m9 2(d.91 REVIEWAR ONE
--r,o►�--
KWA y NEW SHELTER � sz�e _ � � � 4 1� m4.91 BIDD ING
a. �.or s�cra�� FIN. FLR.
To outr�tej� EL.=8242.15' � - W GUREE ( 'r 5 1� 15.9� DRB REVIEW
Stral9ht Plot TOP OF PARAPET � � WIRES I �____��'°___= 4 ���L� SUP�Q�T D �TA I L
a. �or�= FINIS F� EL.=8252.15' 82sa _ . �--.
--rra�-- TOP OF�ECO��R E�.
� � � N I A-1 SCALE� 1 1 /2" = 1 ' -�"
RY_ $24 • ' � N N � "���
STO 2 15 --�zs .,.�
ARCHIVEO: EC _ 826g•20'
TAPE 250 RE� SqN� � � ' TWO 12�� — T � i *
TAPE 150
E�EMENTA ST�NE CULVERTS _ __ 8�° — � I � � s � �
TAPE � R 1' S�y�� NEW 200A MA I N - � „ 5 �w
o i s K s.z 5 L � 1 5/S U N I S T R I J T C O N T. B O T H S f D E S
DISK 3 5 R E T A I N I N G ' 8 2 4 e`- FLOWLINE 2.5' ! 4" �N/C 30 8E D I A�E X A N S I O N ( I �-1
n ParH � CONCRETE LINED �,~
B �� WALL � ( ANCHORS AT 3'-0" o.c.
"V" DITCH � _ � � � '
LOAD NG EX TAIR TELEPHONE BURIED ELECTRIC r�;,� � Iw � � �°�•
DOCtC� I 6 VERTICAL CURB RISER CABLE � i�; ���
PRIMARY LINE r � 20 GA. BENT METAL g � ��-_
� NEW TRAS 3 PHASE 25 KV � � � ' '�a REMOVABLE COVER PLATE ° � ° � ° 20 GA. BENT METAL
ENC�.OSUR I :�- w ��� ATTACH TO UNISTRUT � I REMOVABLE COVER PLATE � AI � drawings and wr itten mater ia� contained
PLOT pATE- SI�EW EXISTING � �� � 18"O.C. I herein m2y not be dupl icated, used or disclosed
�K I ��� ATTACH TO UNISTRUT without the written consent of the ar�hitect
' ����91 EX STING PARKING �
�� � j CLEATS A 18"o.c. PAINT
2 � D PSTER ��� COAX CAELES ATTACH TO HORIZ. COLOR AS SELECTED y�
� `
A-1 � UNISTRUT SYSTEM. ATTACH � I � BY BUILDING OWNER �_;°
I UNISTRUT TO EXTERIOR , ,
EXISTING ASPHALT / ^ I I WALL � 3'-0"o c. W/ 3/8" � '
' a- � DIA. EXPANSION ANCHORS I i a l �
DRIVE �-' ,
. _ W � ,�
� cv � �- r � ,.. �
_ � � � 5 CA�I E C��S� D �TA�L 6 C�QL� C�AS� �L�� . k, �
g" VERTICAL CURB
cv� � A-1 , �� � �, A-1 . ,� _ � _ „
� ELECTRIC I SCALE • 1 = 1 —� SCALE • 1 1 �
v� FACE OF BLDG 4" �'-�" 4 T A 11 " = 3'-8" , ,, -, , � -
VAULT ON ,.,.�. , ,�
5' X 5' PAD I BEYOND tt 3 X �_p J` � PROVIDEI METAL SLEEVES �N ���
� � —\�� ' ' '-�" , I -7� CORRIDOR SYSTEM
CONC. a EA. UPRIGHT
� V2" SEALANT —'1`- � i I PAINT TO MATCH EXISTING
, � � � ,_ J JOfNT ( ' . � COLO�ADO 3
— � � � �
jIN PA IN FOUND REBAR & CAP _ � � � _-- — — """ _ . *° • $ � ,��.A•m �
ExI LS 16844 _ _ _ _ _ _ — — _ = RED �AND STONE ELEMENTARY
p� p.
�� .� T �o�B� I � ���� � •^o o �I + '�
_ : #3 � 12 -���� � �� RAD ' T � � SCHOOL CELLSITE
• �• II F ��il i •. • I � T N � _ VA I� , COLORAD 0
G ASPHA�T ��IV� ; 11�I I i .
EXISZZN Pl NEW REVEAL TO #4 0 12' E.W. � ��° � � .� �,��;�<?��_.3���s°�;�� . .�
w � MATCH EXISTING TYP i ` �y` ��j'. ". r"_'"��� �-�__Y 4 +�
PIPESCULVERT UNDER 9, S77%%��� 133 �lI I�II
� � � ��OI�1P� D�1 tt4 TYP �
DRIVE : �j62� 4 DCW�S X J r, �► . ,
cHOao ��, FILL �-�;. S I�E PLAN
.-
1 � j � COMPA:TED 611 6 �W #3 0 12" E.W. , ���, i, - �
� 0 2 I"� Q AD �„�� � F LL - � , Y ENLARG�D S I TE PLAN &
8 �4 � AG� R -������ � 4 KEYWAY = i �° � _
�� SHELTER FLOOR PLAN
� R 2X
� � TYP z
� � R��1 = � �I�il � � ,
�� ° ;� _ � ��iiiiE� � . . .
#� —�C" —I II�I� = N tl�'IN-��'" e�c ph r
, � . .. 3 . TYP .. . ��� � ;w�.I.A�=� ��Im�i���r�r� _ d ' S
_ >r,, � �.o = �
�
a - 3gg� ��� �- l " J � _ — — 1 SITE PLA�! NORTH 9 ��� ��� o � �o -� ¢ -,� � .
: . � � ..�
_ _ , _ .� .
_ �;,,• , _ �' � ,
� • � A—� SCALE� 1 " = 3(� , _��� {_�� i= II�� (� _ ��� _
,
.
.. ALL SURVEY INFORMATION, D ATA AND D ESCRIPTIONS WERE -I��� ����j� —I����� �I ALT D i RECT I ON � -
EXISTING CURB NOTE� ALL ITE�,�S ARE EXISTING TO REMAIN OBTAINED FROM A LAND SURVEY PROVIDED BY ,� OF HOOK �� ��
`' UNLESS NOTED OTHERWISE. MOUNTAIN SURVEYING & MAPPING, INC., 760� E. ARAPAHOE RD., � 7 ����� �E-�� � �� � � �
CUT ' ENGLEI'�OOD, COLORADO, (3H3) 694-0461 . JOB N0. 91066, E—
� DATED 09/10/91 . A_1 � ,° �-:----r-��-- _. ,,. , .._ ..
� /�A ^ ,} /y � + f � M * A
CI /\� � ' {�/1 II _ � 1 �I/I11 � � �. , .~.l
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. . . _ . ...__...— „� � � i . .. _ — _ --_ �
8'-0" H. WHIP ANTENNA COAX CABLE SUPPORT
lTYP OF 4) CABLE HOOD
RE� 14A2 CABLE HOOD 8'-0" H. VtHIP
- , MOUNTED ON TRIPOD BASE RE� 14A2 ANTENNAS (TYP) "'' " ` ' ' "
ANCHORED TO EXISTIN6 ""
ROQF JOISTS RE� 131A-2 - , � � � -���� �� � � ��� � ����. � ���
2'-0" DIA. � . „' ' �",. �.� �� ;�a. , _ ,� ,� , ;,�.v._^.n,r
� � MICROWAVE DISH � . �� ,� �°���� ��`�� ,�`� �w �"�,.
A_1 POINTED TO DOWD JUNCTION ,.., w , u_ A � _ ,, _� , , ` .,
�i^ ri n�� r � � r, ''�"[wG rk��r � `��v��rc*_
MICROWAVE DISH SUPPORT ;���� �"� �' �°��
. PER/ ANTENNA MFG. m � - - - ..< • _ �"""� �"'"°"'"�`,; �.`_ .0 •..'x _ w���
EXISTING ROOF & WOOD � EXIFTING R�IF IN � .w, .�� ,,,��;� �,$ __ ,��: ' w`.;�,��_�,.
COLUMNS TO BE --- COAX CABLE FOR_GROUND TO BE � � _ a -
REMOVED � CHASE AT REAR - RE��!OVED ,`�, _y , ,��� �� �� �� . ���' "
� ;,- ,
' OF BUILDING � v , ., - ° . =, --
-PAINT RE� 5A1 � �� ' �J
�
4 ., �A'a. 3 .. _ ,,. ��..I Y;A ,,�.�
EXISTING GRADE SHOrVN . �� .
DASF{ED , � ._' .... � � __. ,;.. .... _, , � , � . _ , � w ,
% i % ij % i � HVAC UNITS AT . : E� . .., ,,� ` r�N - -. � . ' . �. ,,,a
� / � � � / � � � % NEW SHELTER , .. - �x r � . . ^ , - - �
,��
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� �
5 ��� �.�����.�• � , .. � � ,� � ;� , �' �� �
MATCH EXISTING BUILDING 1 '-0" SQ., 24 GA. GI. 24 GA. GI_ CAP NEW 1 1/2" DIA. NE7AL �"� . � � .� � , t��� -
..�, , � , .. : . . , , „; ,�,..�
PIPE GUARDRAIL $
EXISTING CONC. WALL TO MATCH BUILDING HANDRAIL - PAINT TO Architects - Engineers
TO REI�AIN A-3 11 A-2 TO MATCH EXISTING ,,---�- � � " -
� � � — — -� MATCH EXISTING � 53255South Valentia Wa Suite 2B0
7 H.M. DOOR -� TOP OF PARAPET
� � � — y,
� � —(,.�„ Englewood, Coloratlo 80111-2903
1� • � � ' • ' � - � � , EL.=8252.15' `�� � 303 771 6999 FAX 303 771 7641 r"
CEDAR SID ING � � • , - _-�s w i � i 'r - � r � _ t _ �,. � � . „ , , , _ . _ , .
----- - � � ,n��.s_ a
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� � I o� , AROUf� NEW SHELTEA - �
f i 9 �- I } � ' � u� o �o c� o � �� ���
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I _ _ � ______ ' � � I v FINISNED FLOOR _ - _�_I�_ __, _ FIN. FLOOR
� —�
� �--- � � � EL.=8242.15' ''' COAX CABLE - RUN • EL.=8242.15'� �m � � � � �0� 0 F' °
0 � �00 � � ���
`-- - - - - � � � NEW ESHE�TER TRE� � .
� �~. m 0 � C7����]
�-----� NEW CONCRETE SWALE GEt�RAL NOTE tt7 j • I �`` The Mobile Telephone Compeny
, NEW POURED-IN-PLACE 4'-�" ------�
, CONC. WALL TO MATCH NEW CONCRETE ,_ „ ,_ , SHEET A-1 k�
LANDING & STAIRS 16 B 3�-�-- F�-- ----`--y `�
EXISTING ---- ------- 3"x5", 24 GA. GI. OPEN `'--- _
1 EXISTING 12" DIA. � _�����E� , NEI EOUIPMENT SHELTER B�I DINGT - PAINT TO �1ATCH EXSTAIRS IN FOREGROUND STAIRS TONATCH ;- I ;II���'�'! ,��I�II' �l E
A 3 CULVERT SET IN POIRED-IN-PLACE CONCRETE 2 PART i AL S�UTH ELEVAT I ON SHOWN DASH�D EXISTING _ I�li ���Il�.i ,�II i1l
CONCRETE BULKI-EAD FIIISH, MATERIALS, AND COLORS
TOMATCH EXISTING A_2 SCALE� �/8�� _ ��-��� - . � - �����
� E AS T E L E V AT I 0 N , CONCRETE SWALE TD �zi, � ��Q�
3/4" EXT. GRADE T&G 8 MATCH EXISTING ,
7 A-2 �� � �� PLYWOOD ON 2x2 FURRING I , 0 3/4" EXT. GRADE T&G ` r{t 1 Y-F " , ^ �3t14,. ro, T.
A-2 � SCALE� 1/8 = 1 -0 0 2'-0"o.c. ' 1 1/2" INSULATION ° �— PLYYlOOD ON 2x2 FURRING <--�. �- �,-�� �� -; - .•w. .r.
8 12 TYP. d � o Q 2'-0°o.c. (TYP)
,� , . r
:_. - '
� � � ° I -7� CORR I D OR SYSTEM
BLOCK-OUT IN SLAB FOR BALLASTED I�EMBRANE
CABLE ENTRANCE 10 ROOFING OVER RIGID A-2 A-2 ���� 4" BASE ` ' �\_ 1 1/2" iNSULATION (TYP)
��� ,
- - - - - - , 12'-�" INSULATION ,�� \ � 4 J, 6 0 6° VERT. COLORAD 0 3
, B.O.F. = 824PJ.25' - OPP. . �
1 � � HAND x x x . ' � �� a o °
PA� 4 -�� 8„ EXTENT OF FLIJID-APPLIED MAX g � tt4 0 2, �� , �
/pig/colo3 � WATERPROOFING MEMBRANE - I � TOP OF PARAPET ooq�po,�Qo o° o o�` o oo, �oo � ° E,�. 2„�� d ' RED SAND STONE EL.EMENTARYt
p91038092 1 ,_6� FIELD VERIFY � _ , • ° g•° °�8•� °�o �° � • _,�, �T �`�,.
-
_�_ , g / _ f EL. 8252.15 � o ��a �8a o �g �80 o FLUID - APPLIED CLR � ° e -, #4 a 12" HORZ. �� SCHOOL CELL' S I TE
_ , I 5 � 8 WATERPROOFING �
DATABASE. I � STEP • 6° GRAh�JLAR ° . �, �.�°-�
Cb.c� • a 8" Fpp�I►� ' ' A-2 � � GRADE FI�L 4 � J ME�iBRANE & PROTECTION � o � VA I L , CO�ORAD �
1/2 ISOLATIO cv u- BEYOND 1/2" ISOLATION -
ar.az JOINT 5�_��� N �w LIGHT FIXTURES� I . , � BOARD ,� ' R� ,,ry°-. . � n h, . �rv - ,',_ ., . ._' -
JOINT o - �5�,��,,� c�� ����� �3a �
o COLL:CTOR HEAD :� � r��;-�w � w
� � �, � � & DOYNSPOUT RE� 3/E-1 2'-�'� . 1 x2 W/ BE��LED
° � EDGES FORbED 2"X4" KEYIYAY ' ��f'
' � ►- , 1 RIGID PERIMETER � , r.w>, 91�38 �92
, , � INSIILATION (TYP) ___ _ _ . _ �
LAYER STYLES EXISTING � B.0.F. - 8237.75' T � ' REVEAL - ,
T EXISTING � ° SPACING AN SIZE � �, �„ �j 48= � 1 , 6„ � '� r Y!F�f„' � `
CONC. WALL , i � a ��=,�,:,,,,� ,� - . , -
� � GYI� WALL � POURED-IN PLA o ' o TO MATCH D(ISTING 1/2" ISOLATION �_� LRH/JFB/RJE
� � m 6 g -- 11 1/2° ISOLATION JT. CONCRETE WALLS W/ = o a - JOINT `' _ .
—� � WATERPROOFING SEALER tt4 D01"+`ELS x � ° �• / !' m • a � �,.���,��. ,� __ __ _
q- A-2 , ��4"/FT. � �-2 � TYP. ' ,w�� � a��� � . , .
i i �'' 2 m 4" BASE � � ' M �6 0 12' Q !J WWF , KDC �
i � � � o ��'-
ii c�' 8 g° 4 CANT. • � � ���-c �.a'a•�a�-- _ .. _ � .... _°b.
5" CONCRETE SLAB i ! - --, 8° CONCRETE ° } p-2 � ' FINISHED FLOOR , ,` , � .� x x x ;r,� �;�-� - °'r�-- "" ��'�'`.�►" _
. T- - EL. = 8242.15 �� • - �
PLOTTING. � 6 GRANULAR FILL � --, , WALL TO Y � � , 2 x4 0 � % ' g a e�' og �,� g a� go k� 1 �9 16.91 PRELIMINARY
' � r - � � - � ' KEYWAY ' � 4 ��� �� ��� � FILL REVIEW
� �� �� W/ 6x6 W1 .4xW1 .4 WkF � � �� �1 '-6" MATCH EXIST. � j .� o o a o - o o . . o° °a o °o , 6" GRANIlLAR �-r� 2 �9.19.91 DRB
, , WALL FINISH ,
^r� , � _ ��o � � . r� '� c � � o � c� a : E�' �
2. �oan srv�� z ' . . ' , •I P a . . � 3 P�9 2� 91 I CtLLULAR ONE
� 6" GRANULAR GRADE VARIES ° � b O � o � o � > 3
__�__ , ' � 6" LINE OF ALL FILL I � � ' �
3 PLOTSf'ECIAL� 8� _ ; � �i � EXISWALL � BELO � RIGID PERIMETER (3) #5's o, , - o o � � �4 ' ° o ° e 4 ' � o ° a , ' � a � ° - � �' I REVIEW
ro outrile+ I � _ _ _
INSULATION ° ° _ � � " 4 10 04.91 BIDDING
Stralpht Plot — — —— — — — — �� � � _ — — — � ° ' � , ° P i `� 5 10 15.91 DRB REVIEW
— I e � �
a Ror►.�= B.O.F. = 8235.15' � i i� ' 7 — — — — — — — — — — — — 6 0 o d _ , �.
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TAPE 450 A_2 RE� 3/A-1 FOR STAIR � -� � �j BU I LD I NG SECT I 0�1 2 ' -�" OF HOOK ' �w.
TAPE 60 & LAND ING D IMENSIONS � -- i 6'_2" �'rv�*
DISK 3 55 NORTH 4 ROOF P�AN NORTH A-2 SCALE� 1 /4"=1 ' -Pl° 6 E C T I ON � �
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EL. - 8252.15' . - o ', o� � o �, o �
PLOT DATE .o . o METAL � T_..�. CONCRETE ° • � - _ � �. ' �5 1�� � �-rt O AI I drawings and wr itten mater ial contained
DECK `� EL = 8252.15' • ° . � � ° v-� ° ° � � ��„ herein cay not be dupl icated, used or disclosed
09/26/91 ° , - I o � -
without the written consent of the architect
• ' METAL � O O o `
'e � I� g��' SLOPE � DECK •e : �, i �,�^ � �,� m, ,.r
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� � • . o BRIDGING o , . • HEAD ! SCUPPER
' 1 1/2° • ° - ° ' � PAINT TO MATCH CONCRETE �,� �
4
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° E�CISTING CONCRETE L4x4x1/2" CONT. �
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- �� RDOF SECTIO�J 11
,. E� A-2 „_ , _ „ A-2 SCALE� 3/4°=1 � -�° ,,r� I -7� CORR I D OR SYSTEM
�, s RODF SECT I ON s R�OF SECT I ON SCALE� 3/4 , e �m COLORAD 0 3
A_2 5'-4" 8' 7'-0" VERIFY W/ CABLE SWEEP � .
, A-2 SCALE� 3/4��=1 � -��� SCALE� 3/4��=1 �-�� ?2 GA. �.r. NOOD PROVIDE � �- RED SAND STONE ELEMENTARY
I MEI�IBRANE FLASHING 24 GA. G.I. 1-PIECE o o MODEL �ICROFLECT" TRIPOD & NEOPREti'E WASHE�SR OSATTACH � �� -- SCHOOL CELLS I TE
, CONT. OVER TOP CAP FLASHING SECURE TO DCISTING ROOFING AS DIRECEDEBY OWNER �
' OF PARAPERT 6" MIN. � �YOOD BLOCKING W/ CONT. CLEATS & INSULATION D(ISTING 41ALL VA I L , COLORAD�
& CAP FLASHING A�ICHOR FRAME TO �
� CONTINUOUS FASTENER �P ° T.O. CONCRETE PAINT TO MATCH EXISTING . � � �
I ' . � _ , 8 x8 :6 TREATED BLOCKING „ COAX CABLE PARAPET lY/ DRILLED I''� -
SPLICING CEMENT i EL. - 8252.15 TYP. o EACH LEG 7/8 DIA. ANCHOR S���- w , , ;���,I;�•�.,�„a�,,.}:�=� �, � - „ ��- �
BY OTHERS EPDXY ANCHORS "'`' °
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--._�.�.__._ . m i.=-__ .y
LAP SEALANT � �, �� a CUT-pUT RO(�FING AS RE�UIRED MICROFLECT CATALOG #94001 �
GRAVEL SURFACE OVER • � 0 8' POURED-IN PLACE � '' ° L2"x2"x1/8" VIELDED
�4 , TO NSTALL BLOCKING. FLASHING CAN o: A�'o SUB-FRAME - PAINT � EXTERIOR ELEVS , ,
SIN(�E PLY MEh�RANE . . CONCRETE WALL W/ FLASH &SEAL PER ROOFING (TYP. 3 RE4 D) 4 � TO MATCH HOOD �-
ROOF ON 2 LAYERS • ° � • WATERPROOFING MAMJFACTUREf RECOMMENDAT ONS o o MB1R�OFLECT CATALOG "4 : % o q_ .m � � �,>
RIGID INSULATION � �"' •e' : o" SEALER .
� ' k � D ETA I LS , SECT I�NS
. .B JOIST BRG. � ' o � , � � m ��
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o . EL. = 8250.92' o. ° , °
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WELDED SUBF�AME - BOLT VERIFY LOCATION � . 9 ANCHOR SUBRAME TO EXISTING EXISTIIvG STEEL
• . o TO JOISTS JOiST ' ' R-1 � �
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� D E C K S I J P P O R T . . o & F L S H A L L R O O F N G P E N E T R A T I O N S EXISTING I�ETAL e � o' —
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EXISING ASPHALT a ti �
, • Architects - Engineers
, DTC 57
0 1x2 �9/ BEVELED 53�5 South valentia way, Suite 200
, . EDGES FORMED Englewood, Colorado 80111-2903
Q REVEAL - 303 771 6999 FAX 303 771 7641
NOTE� GATE SHALL BE COMPLETE W/ GATE : SPACING AND SIZE � -
TO MATCH EXISTING �����. ���"$���'��`�'��>�� ��� �.�'��=���°�' :�� -
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11 3" HARDWARE SECURED TO STEEL FRAMING. ' 11 3° #4 DOWELS x m o . ; o p p p � �R ' � �
8" 4" 9'-8" FACING MAT'L. SHALL BE STAINED RABBETED g� 4� g�_g• c� �' 0 0 0 0 o a B 0
BEVEL REDWOOD SIDING TO MATCH EXISTING TS-4"x4"x1/4"
GATE ON 2x4's BOLTED TO STEEL•FRAMING. � (TYP. BOTH SIDES) 9�, � � � ��� �
NEW POURED-IN-PLACE TS-2"x2"x3/16" ° ° � ° ��� � �
� � ° � 00�0 0 ��
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BOLT W/ PIPE INSERT BOLT W/ P?PE INSERT � ` ,
IN CONCRETE A-3 :N CONCRETE T.S. BRACE A-3 }
- ��� COLORADO 3
PATH �
p910380923 1 TRASH ENCLOSURE E�EVAT I ON � 2 3 AL� SECT I ON RED SAND STONE ELEMENTARY
GATE FRAME ELEVAT I ON TRASH ENCL�SURE W �: SCH00� CELLS I TE
A'3 ' SCALE � 1 /4" = 1 ' -Q�" A-3 SCALE • 1 /4" = 1 ' -P�" A-3 SCALE � 3/4" = 1 ' -�° (SOUTH WALL ONLY - NORTH IS EXISTING) � VA I L , COLORAD 0
DATABASE
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�. ���` ' �k� 2 �9.1g.91 DRB
► REVIEW
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--taor�--
a. PLp7 SPECIAL� I REVIEW
4 10.�4.91 � BIDDING
ra outt��s� , � 5 18.15.91
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PLOT DATE I � herein may9not be duplicated, used or disciosed
����91 POURED IN PLACE
CONCRETE WALL GATE FRAME x '.,� wi thout the wr i tten consent ef tne arcn�tect
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STEEL STOP TS 4"x4"x1/4" I �•���
P.C. PANEL �
TS-2"x2"x3/16" 1/2" PLATE HINGE 6 �
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FOOTING �
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HINGE WST3E4"PDIAE y N � TS 4x4x1/4 5 AT412DIA. EXP. BOLTS �' SCHOOL CELLS I TE
PIN W/ COTTER PIN HOLE 3"x6"x1/4" PLATE R-3 VA I L , COLORAD 0
WELD TO CHANNEL FACE "
4 H INGE D ETA I� 5 N�RTy ���� �- �h'` �` , � .� , �-
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DTC 57
I � A 5325 South Valentia Way, Suite 200
A� Englewood, Colorado 80111-2903
L — — — — — — — — F � C3 I � 3m3 771.6999 FAX 303 771 7641
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THERMOSTAT SUBBASE 1 �9.16.91 PRELIMINARY
PLOTTING HVAC GENERAL NOTES HVAC DETAIL NOTES 2 �g.,g.91 DRB
1 SET PFN AU�P�
ARGi " ,
2. �Q,,o srv�� W1 W2 RC RH Y1 Y2 TO EXTERNAL ALARM ,
, 3 09 20.91 CELLULAR ONE
PANEL PINS 55 & 56 REVIEW
�-�-- A AC-I & AC-2� AIR SOURCE VERTICAL PACKAGE AIR CONDITIONER. BY HALON 4 10.04.91 BIDDING
3. a�o� s��cir�� 1 . THE HVAC CONTRACTOR SHALL PERFORM THE WORK IN ACCORDANCE WITH THE BEST MARIAIR MODEL AVP36ACA, NOMINAL 3 TON 1200 CFM W/ 0.25" W.C.
Tooutr��e� ASHRAE AND INDUSTRIAL STANDARDS. EXT:RNAL STATIC. 240 VOLT, 1 PHASE, 60 HERTZ. COMPLETE WITH� CONTRACTOR
StralOht Plot
a. a.or�� 1. INTERIOR SUPPLY & REfURN GRILLES & DUCT EXTENSIONS FOR R Y BR W BK �
--r�-- 2. ALL HVAC WORK SHALL COMPLY WITH ALL APPLICABLE CODES, STATE, 8" WALL.
LOCAL BUILD ING AND FEDERAL CODES, HAVING JURISD ICTION 2, MODEL LL357-A LEAD/LAG CONTROLLER. RH Y1 Y2 W1 W2 RC �----------- ----- � -
' OVER THE CONSTRUCTION. 3, 5 KW ELECTRIC HEATER � �---------- - 7 g �g
ARCHIVED � � �
TAPE 250 3. HVAC CONTRACTOR SHALL EXAMINE THE PROJECT SITE AND OISCUSS GENERAL RE- gO EXH-1 � EXHAUST FAN� (WALL MOUNTED THRU WALL DISCHARGE� DAYTON MODEL i � AO �
� ,
�UIREMENTS OF BUILDING AND WORK PREFORMANCE WITH CELLULAR ONE. CONTRACTOR 2C732. PROVIDE GRILLE. 12fdV, 1 0, 60 HZ. # ' i
TAPE 158 MARVAIR CONTROLLER LL357 - �
SHALL COORD INATE HIS WORK WITH THE WORK OF OTHERS ON THE PROJECT. ;-----'----'----"-------------- -- ''--�-----J � CLEAR �
TA� s� CONTRACTOR SHALL CONFIRM EXISTING CONDITIONS AND PROVIDE ALL LABOR � '
�—�---- ---------'-----, r----- JIL------
DISK 5 25 A� MATERI ALS TO MAKE A WORKABLE AND USABLE SYSTEM. O HIGi AND LOW TEMPERATURE ALARM THERMOSTATS� PROVID E AND I NSTALL , ; , -- ---------- -- -- ----� �
DISK 3 5 TWO (2) HONEYWELL FARM-O-STATS ttT631A. ELECTRICAL CONTRACTOR SHALL PROVIDE ,' � � � ; �______ ____ _ 1 2 Q '
I BACKUP PATH. 4. HVAC CONTRACTOR IS TO REPORT TO CELLULAR ONE ANY OBSERVATIONS OR CONDITIONS CON)UIT AND SIGNAL WIRING TO EXTERNAL ALARM PANEL. SEE ELECTRICAL DRAWINGS. C W R Y C W R Y � � 4O OO OO � �� �
� WHICH ARE OISCOVERED IN THE BUILDING WHICH WOULD PREVENT THE FULLEST � � � � � � � � L� , � �
! USE OF THE HVAC SYSTEM. p 24 iOUR TIMER. DAYTON MOD EL 2E026 120V, 1 0, 60 HZ. �---- ' � ; ; ; �---- ' ; ; ' � �j� �
' 5. HVAC CONTRACTOR SHALL ARRANGE AI� PAY FOR ALL FEES, PERMITS, AND INSPEC- O CIR;UIT SCROLL FAN THRU 24 HOUR TIMER. � �----�---------, � � � � � ` ,
� TIONS CONCERNING HIS WORK. � � ' ' ' ' ' ' '
� � � � ---------�----L----1----- --------------; � HALON CONTROL PANEL '�
O PROIIDE WALL CAP WITH DAMPER AND B�RD SCREEN ' ' � � � � � � ----------J AUXILARY RELAY BOARD
6. HVAC CONTRACTOR SHALL VERIFY ALL ELECTRICAL POWER CHARACTERISTICS PRIOR E i � � , � i � � m A�t draw�ngs and wr itten mater ia� contained i
� PLOT DATE TO ORDERING ANY MECHANICAL E�UIPMENT. TO �ATCH FAN FURNISHEQ. � � � � - \ � ' ' ' � ' NOTE� CONFIGURE ALL herein may not be dupl icated, used or disc�osed �
�i�/91 � 1 � RELAYS TO OPERATE without the written consent of the architect. �
�
7. ALL LOW VOLTAGE WIRING SHALL BE INSTALLED BY THE HVAC CONTRACTOR. �C �W �Y �G �R �C �W �Y �G �R ON ZONE ALARM. ' i
, O INS:ALL AIR CONDITIONING UNIT ON WALL PER MANUFACTURER'S INSTRUCTIONS. �
8. THE ROOM THERMOSTATS SHALL BE CAPABLE OF BEING SET FROM 55 F TO 85 F. • ROU E SUPPLY AND RETURN DUCTS THRU WALL AND INSTALL GRILLES. '
9. A MAINTENANCE LABEL MUST BE AFFIXED TO MECHANICAL E�UIPMENT. TWO COPIES A/C �1 A/C #2 '
�
OF A MAINTENANCE MANUAL FOR THE EOUIPMENT ITEMS SHALL BE PROVIDED TO THE FACTORY WIRING �
OWNER BY THE CONTRACTOR.
-------- FIELD WIRING BY MECH. CONTR. ,
10. SMOKE DETECTORS SHALL BE INSTALLED TO AUTOMATICALLY SHUT DOWN THE AIR UNLESS OTHERWISED NOTD. �
, CONDITIONER WHEN SMOKE IS DETECTED. ENV I RONMENTAL CONIROL PANEL SCHEMAT I C � � � � �
2 �
M-1 SCALE� NONE
� I -7� CORRID OR SYSTEM
� ' COLORAD 0 3
� . RED SAND STONE ELEMENTARY
,;, s =:
. � SCHOOL CELLSITE
� VAIL , COLORAD 0
,� ,
� �:� H�AC PLAN
. .
° � , —
.� t
, � - -
2 . . . ._ � � .� � ,. . _
��� .
t�
PANEL A VOLTAGE 120 / 240 V 1 � 3 w A I C 10,000 A
E�ECTR I CAL EQU I PMENT KEY NOTES � o FLUSH PROVIDE 1/ ISOLATED L�I MAIN �5�A B�S 225A �
f�l SURFACE INSULATE[ (�OUND BUS ❑ MLO ❑ FEED THRU
LOAD (VOLT AMPS)IPHASE POWER FAILURE RELAY
O1 ELECTRICAL AC SERVICE PAI�LBOARQ "A', SURFACE MOUNTED. PANEL SHALL DESCRIPTION � BKR KT A B C CKT BRK � DESCRIPTION ' ENCLOSURE. SEE DET. 1/E-2.
� HAVE 225 AMP BUS, 150 AMP, 2-POLE MAIN CIRCUIT BREAKEA, RATED 120/Z40 VOLTS�, SURGE ARRESSTOR. SEE DET. 2/E-2.
SINGLE PHASE, THREE WIRE, 42 CIRCUITS, NEMA 1 CONSTRUCTION, TYPE S(aUARE D QO A/C �1 4� 1 2500 2500 2 40 A/C �2 • �-
PANELBOARD. PROVIDE SURGE PROTECTION, RE� DETAIL 2/E-2. BUILDING LINE � �,
0 2 3 2500 2500 4 2
O2 SINGLE POL� SWITCH FOR INTERIOR & EXTERTOR LIGHTING CONTROL, SURFACE MOUNTED. LIGHTING 20 5 1027 540 6 20 3 RECEPTCLES •
cc�
HAL�J PANEL 7 250 900 8 5 RECEPTACLES �
�
c�
O3 EXTERIOR WALL MOUNTED LIGHT FIXTURE� MOUNT ON WALL 6'-9' TO CENTER OF FIXTURE. EXT. ALARM PANEL 9 250 200 10 SCROLL FAN I DISCONVECT SWITCH- °'
FIXTURE SHALL BE SUITIBLE FOR WET LOCATIONS WITH INCANDESCENT 75 WATT, A19 LAMP 30A2P fUSED a �
AND POLYCARBONATE PRISMATIC LENS, KENALL �3737. WIRED VIA PHOTOCELL, TORK �2101. ENV. CONTRL PANEL 11 25H 360 12 1 TELE, BD. RECPT'L
STEM-�10UNT PHOTOCELL ON ROOF, +24", ORIENTED NORTH. � 10A FR�I
� SPARE 13 14 SPARE MAIN SWITCH-- �
O4 TFlEPHONE TERMTNAL BACKBOARD 4'-0' X 3/4" PLYWOOD (PAINT WHITE) . RUN RECTIFIER 25 15 1500 16 ��A� �S� o (3'�12)1�2"C
2' EMPTY CONDUIT UNDERGROUND TO PEDESTAL APPROX. 50' NORTH. SEE SITE PLAN & DET.5/E-1 . 150A FRN-R SEE NO�E 1fd .
DEDUCT ALTERNATE - ELIMINATE BAqBOARD & USE PLYWOOD WALL PANEL. RE� 3/A-1 . 2 17 1�g 18 S�� f_2. 200A2P DPDT Architects - Engfneers
� UTILITY MANUAL 150A2P DTC 57
5 D UPLEX RECEPTACLE FOR TELEPHONE TERM I NAL MOUNTED AT 6'-0" A.F.F. RECT IFI ER 5 19 48fd 20 METER � �,qN�p� �3"3/PJTHW,1'�4G)2"C M.C.B. 5325 Sou t h Va 1 en t f a Way, Su t t e 200
Englewood, Colorado 80111-2903
2 21 48Q 22 SWITCH 303 771.6999 FAX 303.771.7641
6 TO EXTER�NAL�ALARM PANELSIORESYDET IL5/E 2j,�ECIFICATIONS. ROUTE (2�22)1/2"C RECTIFIER 25 23 480 24 SPACE TO GENERATOR 1
RECEPTACLE PANEL 'A"
O7 EXTERNAL ALARM PAI�EL� 2 25 480 26 I
qE � ■ ■ e��■■■
PANEL IS PROVIDED BY AT&T AND INSTALLED BY Tf-E ELECTRICAL CONTRACTOR. TFf RECTIFIER 4� 27 1500 28 � ��■� � �� ,
ELECTRICAL CONTRACTOR SHALL RUN (2#22 CU) 1/2"C. FROM THE ALARM PAI�L TO (►tt3/OTHW)2C � ■ � ■ ■ ��■ �
EACH � TFE FOLLOWING ITEMS= 2 29 1500 30 �, a m ■�a� �
HAtON CONTROL PANEL ► _, s ■ a �■e■ ■ �
SURGE ARRESTOR ALARM CONTACTS Spq(� 31 32 -� � ��p s �
�IAGNETIC D OOR ALARI� 33 34 � I � ■ a �e o e 1�■
HIGH TEMPERATI�tE THERMOSTAT
LOW TEMPERATURE TFERMOSTAT 35 36 I ,� p p y
POWER FAiLI�E RELAY SERVICE TRANSFORMFA � The Mobile ele hone Com an
DC POWER FAILURE CONTACTS 37 38 BY HOLY CROSS ELECTRIC
RECT�FIER ALARMS 120/240V, 10, 3W �}TE • <
39 ' 40 I y ri
g DUPLEX RECEPTACLE, MOUNTED AT 24" A.F.F. UNLESS NOTED OTHERWISE (TYP FOR 8}. 41 42 � (1�4) 1/2"t. GROl�1D TO WALTER
g AIR CONDITIONING UNIT 1 � 3 TON WALL Iu�UNTED AIR COI�ITIONING 7t10 8930 5657 BUILDING SEEL AND r
UNIT, 240V, 10, 60HZ, 30 MIN CKT AMPS, CONNECTED KVA DEMAND KVA I3/4"x10' GI,OIAJD ROD VR��
22.5
4�1 AMP MAXIMUM FUSE SIZE. —
O1� AIR CONOITIONING UNIT �2� SAME AS A/C�1 . LIGHTING 1 •� 125X = 1 .3 (3�3/QTHW)2-1/2"PVC �
RECEPT. (10KW OR LESS) 2•3 100X = 2.3 SEE DET. 5/E-1
' 11 60 AMP, 3�POLE DISCONNECT SWITCH WITH 40 AI�', FRN-R FUSES. RUN (3#8 CU) 3/4" C. RECEPT. (OVER 10KW) 50X = 2 EX I �T I NG ELECTR I CAL ONE- L I NE D I AGRAM
TO PANEL A AS II�ID ICATED. HVAC 1�� 0.25� 10.3 E_1 COLORAD 0 3 SYSTEMS
LRGST MOTOR NO SCALE
12 ENVIRONMENTAL CONTROL PANEL� RUN SIGNAL WIRE TO EXTERNAL ALARM PAI�EL AND MISC. 8•0 � = 8•� RED SAND STONE ELEMENTARY
PROVIDE POWER WIRING AS IND ICATED. TOTAL D EMAND 22•9 = 96 AMPS
,
13 SCROLL EXHAUST FAN� , 120 VOLT, FRACTIONAL HORSEPOWER. SCHOOL CELLS I TE
14 TFIERMAL OVERLOAD SWITCH, SIZE OVERLOADS AS RECOMMENDED BY FAN MANUFACTURER. VA I L , COLORAD 0
, 15 24 HOUR TIIuIER� , 120 VOLT. CIRCUIT SCROLL FAN VIA 24 HOUR TIMER.
ti .
�
1g SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE WITH (2) F40 CW/RS LAMPS AI� S�UARE 91038.092
BASKET WRAPAROUND ACRYLIC, PRISMATIC LENS, LITHONIA #S6240A120 (TYP. FOR 8). �
■ � .
�� �7 ENVIRONMENTAL ALARMS� HI(�i AI� LOW TEMPERATURE ALARMS. MOUNT 6" TRENCH
, ABOVE EXTERNAL ALARM PANEL AND RUN a2#22)1/2"C SIGNAL WIRING
FROM EACH DEVICE TO EXTERNAL ALARM PANEL. (DETAIL 5/E-2) . ��E � ;
18 SPARE FUSE CABINET, SEE SPECIFICATIONS.
KDC
19 TWO PIECE MAGNETIC DOOR ALARM, ADEMCO tt39-2. RUN SIGNAL WIRE TO EXTERNAL _ _=____- _ — ' • � ' ,
ALARM PANEL. =I I I I I -____�_ I I I I I— � 16 1 09.19.91 REVIEW
� , _ _ _ i _ UI�XCAVATED 2 1 0.0 4.9 1 B I D D I N G
�g 2 0 0 A 2 P M A N U A L T R A N S F E R S W I T C H W I T H S U R G E A R R E S T O R M O U N T E D O N W A L L A B O V E. min. 24 =_ ��I I I= i� _ �,
O SWITCH SHALL BE RATED 240V, 10 WITH t�U. & GROIA�ID BUSSES, I�MA 1 , TYPE I I I— _�==�= — COIu�ACTED FILL
SOUARE D �82254 OR APPROVED E�UAL. =I I I I I � h ' I i I I—I� I I
. '
M o _
21 2�A2P AUX. GENERATOR RECEPTACLE, WP. TYPE CROUSE-HI ND S #AR2042 OR APPROVED EQUAL. m I n. 4' =I(I I I � 4 - —(I I I I I S'� ,
�' � — =
O 200A2P MAIN DISCONNECT SWITCH, 240V, NEMA 3R, TYPE SQUARE D �H224NRB OR EQ. _ III !=IIII ELECTRICAL OR TELEPHONE COMUIT �_5
23 METER SOCKET BY E.C. FOR UTILITY COMPANY METER.
' � I
, 5 ELEC . / TEL.E , TRENCH D ETA I L • . O . _ . . ;
E-1
NOT TO SCALE PHOTOCELL .�
, O
' �10 CU TO 3 SHELTER � I GHT I NG PLAN -
A/C UNITS E'1
SCALE � 1/4� ° 1 �—��� m AI I drawlnps and wr I tten mater lal contalned
� hereln may not be duplicated, used or disclosed
, wlthout the wrltten consent of the archltect.
I � �
( I
I , I �6 CU JUMPER TO A ENNA COAX. ENTRY, �
� � BUILDING STRUCT. ^ � S GEN. NOTE 7, SH.A-1 � '
� I I STEEL - - _ _
I I INTERNAL "HALO' GROUND RING, - - -A NNA GROUND BUS
1�2 CU MOUNTED 6` FROM SHELTER S SH. E-2, DETAIL 3/E-2
CEILING USING NYLON CLIPS 2'-0' O.C.
I I MINIMUM BENDING RADIUS SHALL BE 12" RADIO EQUIP. GRXJPD BUS. 8
SEE SH.E-2, DET�IL 4/E-2 g A-1 ,3
.
L — — — — — — — — J COLORAD 0 3 SYSTEMS
11
- � - � � � � - � - � � � � � RED SAND STONE ELEMENTARY
� A-6 � A7 SCHOOL CELLSITE ,
�10 TO MECH. E�UIP. ENCLOSURES (TYPICAL) A-2,4 7 �
10 CU TO METAL �
DOOR FRAME �10 CU TO SPARE FUSE CABINET A-6,8
�� VA I L , COLORAD 0 , �
tt2 CU TO 5-ROD 10 11 <12 17 A-14 4 18 6 '
, GROUND, SEE
DETAIL 6/E-2 �
TO
- - � � � - � � � - � POWER , L I GHT I NG , &
�R CU N D I N� N 0 T E S • A-11 A�g A-12 GROUND I NG PLANS ,
1 ONE-LINE DIAGRAM , &
1. ALL GROU�ID WIRES SHALL BE COPPER WITH GREEN INSIh.ATION. 19
ABO�E GROUND, BARE TINI�D COPPER BELOW GRAD E. 8 21 23 D ETA I LS AND NOTES
2. USE 5/16" OR 3/8" NYLON CLIPS AT 2'-0' O.C. TO SECL�E WIRES TO WALLS. 15
13 14 ' a
3. ALL BENDS SHALL HAVE A MINIMUM RADIUS OF 12'. �
� SHELTER I NTERNAL GROUND I NG PLAN 4. A�_Y ANTI-OXIDATION COIuIPOUND TO ALL COI�B�IECTIONS. `
� .
E-1 SCALE � 1 /4" = 1 ' -(�" 5. USEC-TAP CONI�CTIONS, T&B �54740, FOR ALL WIRE TO WIRE COr9�lECTIONS. 4 SHELTER POWER PLAN —
�, � 6. SEE SHEET E-2 ROR ADDITIONAL GROUNDING DETAILS.
� . E-1 SCALE � 1/4" = 1 '-0"
7. GRQAVD SYSTEM SHALL BE TESTED PER SPECIFICATIONS AI�D SHALL HAVE A ,
�,� MAX MUM RESISTANCE TO GROUND OF 5 OHMS. ' �
� - , r
� � , ,
. 'x , - '
, �
6"x6'x4" NEMA 1 ENCLOSUF� �
. � — — — — — — — — — — — — — — � WITH DOOR AND MOIAJTING PANEL FOR
I � RELAYS, TYPE HOFFI�AN �A-6N64/A-6N6P
. � � �
„ � � � O O 1/4' X 4" X 6" SOLID COPPER � I "
WAL� MOUNTED AT +96". SECURE TO
- �,, � � WALL WITH APPROVED INSULATORS. I I
Q � � � � � l2�22) 1/2" C.
; TO IXTERNAL ALARM
• � i � 0 0 � �� PANEL PINS 27 & 28 � —1- -
I � � —2— — v'
I � 0 � � I _ - -
RELAY-SPDT RELAY-SPDT � 3 �
, � 120 VAC COIL 12�J VAC COIL � � _4— _. � �
I I RELAYS SHALL BE - - -
120 VAC 120 VAC OMRON RELAYS � 5 �
� � ttMJIPIJAAC120 � 6_ _ DTC 57 cts - Enpineers
#2/0 COPPER GROUND CONDUCT� � W/ SOCf�T. — - 5325 South Valentla May, su�te 2a0
WITFi GREE�1 INSULATION IN 1 • � HIGH TEMPERATURE ALARM � _7_ _ Enplewood, �o�orado.80111-2903
303.771.6999 FAX 3�3.T11.7641
CONDUIT TO RADIO EQUIPW�NT I � THE HIGH TEMPERATURE ALARM CONTACTS r � � 8
GROUI� BUSBAR ARE WIRED NORMALLY CLOSED. A TF�IPERATURE I � N/C
' � � INCREASE (RISE) TO 85°F WILL OPEN THE � —9- -
� � CONTACTS. SEE DRAWING M-1 � �� o �N � 1� a ■ ��v■��
� - - � RED - - - ■i�� � ��
- - - - - - — —
— — — � 11 ■ ■ ■ ■ o�■ �
L g A � B ��� (3tt12 THWN7 ��2� �• LOW TEMPERATURE ALARM � — _ � �K j� &IN2 HI TEMP ALARM B K - - - - a � s��■ �
THE LOW TEI,�ERATURE ALARt� CONTACTS � 12 m ■ � �o�� �
ARE WIRED NORI�ALLY CLOSED. A TEMPERATURE I RED - - — � ���� �
TO DISG)1�lECT SWITCH - $EE ONE-LINE DIAGRAMI, SH. E-1 . DECREASE (FALL? TO 50°F WILL OPEN THE �� o � N/C RED TO PINS � �g _
CONTACTS. SEE DRAWING M-1 I {� �K 13 & 14 LOW TEMP ALARM gLK ` — � �o�����
NOTE= 4 #12CU FROM POWER FAILURE RELAY DISCOI�IECT TO � 14 _
UTILITY LUGS IN TRANSFER SWITCH. CONt�CT D OOR ALARM L � � TO PINS RED � —
DOOR ALARM � 15
CONDUCT)RS TO TRANSFER SWITCH STUDS WITH TI� CONTACTS FOR THE I�AGNETIC DOOR ALARM N/C EQUIf'MENT ROOM 15 & 16 BLK —
� - 1 R ARE WIRED NORI�ALLY CLOSED. WHEN DOOR — B�K (EQUIPN�M' ROOM) � 16
� ,? �E
3 ANTENNA GROUND I NG D ETA I L � POWER FA I LURE A�ARM REL�Y SCHEMAT I C OOR �S�OPENED.ACONTA TS WIOSE �EN _
. � ,s _ WALTER
E-2 NOT TO SCALE E-2 NOT TO SCALE . � 19 _ GROUP
4 �12CU FROM POWER FAILURE RELAY DISCONNECT TO
, UTILITY LUGS IN TRANSFER SWITCH. COt�IECT � 2� —
CONDUCTORS TO TRANSFER SWITCH STUDS WITH � 21
#2 CU TO INTERNAL GROIR�ID BLACKBURN #CTL10-516 OR E�UAL LIJGS. —' - - '
/4' X 4" X 12" SOLID COPPER RING, SEE SH. E-1 . � ?? — �
� � � � WALL MOUNTED AT +84". SECURESTO � 23 —
� WALL WITH APPROVED INSULATOR . GRADE � 24 _ COLORAD 0 3 SYSTEMS �
� —
� 25 RED SANDSTONE ELEMENTARY
O O O O IIII ITII II—IIII =II II= �I�II=IIII I— EXOTHERMTCALLY WELD TO POWER FAILURE ALARM ' � 2s _ SCHOOL CELLSITE
/usr/cellslte , , =�II���=� ���� ( I II-I III =IIIIII— GROt�ID ROD (typicai for' al I A 240 VAC RELAY IS INSTALLED IN THE r , RED TO PINS
�13� 3 -6 MIN — _ _ _ ground rod connectlons) BUILDING TRANSFER SWITCH ACROSS ALL I 27 & 2g A/C FAIL ALARM RED � 27 _ VA I L , COL�RAD 0
I II —IIIII =IIIIII=IIII _ PHASES OF INCOMING COMW�RCIAL POWER. �� BLK
— — I= UPON A POWER LOSS, A SET OF NORMALLY � B� COMMERCIAL POWER � 28 _ �
DATABASEs < =������_ ��1= _����� #2 SOLID TINNED CU CLOSED CONTACTS WILL OPEN, GIVING AN � — � `�• �
ALARM. � 29 _
db.q 3�
��.�
dr.e�ator '
IIIII=I IIII=I II= IIIII= 'I� GROUND ROD (TYPICAL 5) _ 44 _ ° ` '
+24 WD C RECT I F I ER ALARMS COMM N RE � 4� — COMMON � �
�AV�" sT�F� , tt2/0 COPPER GROUND CONDUCTOR =IIIIII=IIIIII I�IIII=IIIIII ALL +24 VDC RECTIFIER ALARM CONTACTS ARE TO PIN 45 i
~ WITH GREEN INSULATION IN 1 'C. WIRm NOF�rIALLY OPEN. A FAILURE WILL CLOSE FUSE FAII�?E TO PIN 46 B�K � 46 _ FUSE FAILURE � ;
RE� DETAIL 6/E-2. THE CONTACTS F� THE RESPECTIVE ALARM. , U�ER VQTAGE R D — IA�IDER VOLTAGE
THESE ALARMS A1� AN 8-PAIR COMMUNICATION r° TO PIN 47 +24 VDC � 47 — � `
CABLE WILL BE PROVIDED AND INSTALLEO BY RECTIFIE� FAILURE TO PIN 48 RECTIFIER ALARI�S BLK � 48 RECTIFIER FAILURE q o. •
10� 10� ERICSSON. RED - - - MAINS FAILURE 1 f�9 19. �
� : MAINS FA LURE TO PIN 49 � 49 ' � �T��
�� OVER VOL�AGE T O P I N 5 0 B�K � 5� OVER VOLTAGE 2 18•�4•91 BIDDD�Q ` "
I PLOTTING'
M1-50 BLOCK �1
�. sEr r�u+wi
2. � S�i 4 I 0 EQU I PMENT GROUND I NG D ETA I L 6 EXTER=OR GROUND D ETA I�
RAD
s. ai.or sa�ci,ti� — — COMMON
To outt��es E-2 NOT TO SCALE E-2 � 51 MAINS FAILURE
NOT TO SCALE � 52
a.�.or��
HALON D ISCHARGE ALARM � 53 _ FUSE FAILURE
' A SET OF C01�(TACTS INSIDE THE AUTOMATIC � 54 OVER YOLTAGE ,
�I�o, HALON SYSTEMS CONTROL PANEL ARE WIRED RED TO PINS RE
�+ � 55 I
Tn�E z5e .
S�IRGE ARRE`�TO R KEY NOTES W�EN ALON HASDDISCHARGEDAINTO T E OPEN N�� �K �5 & 56 HALON DISCHAR� BLK � 56 — '
ra� �� . �
BUILDING, INDICATING AN ALARMED COND . Q� 57 —
SURGE ARREST�� JOSYLN ELECTRONIC SEE SCHFMATIC ON DRAWING M-1
ra� s0 . 1 #1265-85. — — —
DISK 5.25 . �� O ,� DC D ISTRIBUTION FAIL ALARM Q? 5a _
DISK35 . � MANUAL TRANSFER SWITCH. A SET OF NORMALLY CLOSED CONTACTS WILL R � TO PINS R� � 59
BACKUP PAThI• SEE NOTE tt3 6 LOAD-TO OPEN QURING AN ALARMm CONDITION N�� 59 & 60 DC DISTRIBUTION LK - -
LOAD CENTER � � 1 INDICATING A LOSS OF DC BATTERY � �K FAIL ALARM � g�
(3 3/0 CU) 2"C. — — —
2 DISTRIBUTION POWER TO THE RECTIFIERS.
q (3tt3/0 CU + 1#4 CU GND) 2'C ERICSSON WILL PROVIDE AND INSTALL THIS � 61— —
r _ _ _ � c s ALARM MD CABLING. � 62 _ mAll drawinps and wrltten materlal contalned
(1�4 CU, THWN? 1/2"C. ROUTED FR01� GROUND RED herein ma not be duplicated, used or dlsclosed
� � BUS IN TRANSFER SWITCH TO SYSTEM 6ROUND. SURGE ARRESTOR ALARM R� TO PINS �GE ARRESTER � 63 _ wlthout t�ie wrltten consent of the archltect.
. � BOND CONDUIT TO GROUI�D CONDUCTOR A SET OF NORMALLY CLOSm CONTACTS N�� B�K 63 & 64 B� - - -
PLOT DATE• .� � � PER N.E.C. ROl1TE GROIA�D AS WILL OPEN DURING ALARMED C�1D ITION, . {SEE D IAGRAMM � 64 _ �
�,18,91 �� � INDICATING A FAILURE OF SURGE ARRESTOR.
� (�QUIRED TO MAKE CONNECTION. � 65 _
I I �4 AWG THW MINIMUM? INStAATm COPPER WIRE 5 � 66 _ t � ��
� NEUTR 2 O (SEE NOTE tt3) . CONNECT C�IDUCTORS TO LOAD � 67 — �"
B�S SIDE STUDS WITH BLACKBURN ttGTL-516 OR E�UAL.
68
y I CASE I �8 AWG THW INSULATED COPPER SPARES R� TO PINS SPARE RED � 69 _
LK �
� GROUND � WIRE. (SEE NOTE�2) ARE PRESERVED�F RIS�PARSE T1�HESEARE �D N/C g 69 & 70 K � 70 _
• I I 7 r — - - - - - - - - - — , '�4 AWG THWN INSULATED COPPER DETERMINED BY TI-E CUSTOMER AND TI-� RED TO PINS R�
� I � O WIRE. (SERVICE ENTRANCE BONDING ELEV AT I ON OPTIONS WHICH ARE REQUIRED. ALL ALARMS N�� �K 71 & 72 SPARE $ K � 71— —
� OF GROUND-S/G AND NEUTRAL-S/N) SHOIA.D BY WIRED NOF�vIALLY CLOSED. B � 72
L — _ J � A FAILURE SHALL OPEN TI-� CONTACTS, - - -
� �� �2 I GROUND NEUTRAL � #22 AWG SOLID WIRE (RED/BLACK) INDICATING AN ALARMED CONDITION. � 73 _
I BUS BUS / � � INSULATED, NON SHIELOED CABLE� 1/2"C,
( � TO EXTERNAL ALARM PAI�L PINS 63 & 64. 74 —
� 8 � 4 �12CU FROM POWER FAILURE RELAY D ISCOt�JECT TO PINS�7E-�0 _ 98 COL�RAD 0 ;3 SYSTEMS
� 1�S UTILITY LUGS IN TRANSFER SWITCH. CONI�CT UTILIZED � 99 _ RED SAND STONE EL�MENTARY
I CONDUCTORS TO TRANSFER SWITCH STUDS WITH
9 � � BLACKBURN ttCTL10-516 OR EQUAL LUGS. �_ 1��
M66 100 BLOCK #2 SCHOOL CELLSITE
I � � _
VA I L , COLORAD 0
���RGE ARRESTOR GENERAL NOTES BLARI� NOTES .
� I 1 . ALL ALARM WIRING SHALL BE tt22 AWG. SOLID WIRE
� � 1 SURGE ARRESTOR SHALL BE C�INECTED TO THE LOAD-SIDE (RED/BLACK) INSIJLATED, NON-SHIELDED CABLE. ,
TO GEI�RATOR OF THE MANUAL TRANSFER SWITCH.
O RECEPTACLE I � 2 GROUND BUS IN SURGE ARRESTOR IS UTILLIZED ONLY 2. ALARM CABLING FR01� RI(�T-HAND SIDE OF M66-100 �
I I BLOCKS TO INTERFACE EQtIPMENT WILL BE PROVIDED
AS AN EQUIPMENT CASE GROUI�. y AND INSTALLED BY ERICS>ON.
� � 3. NORMALLY OPENED (N/0) ,LARMS WILL CLOSE ON ALARWED ' ELECTR I CAL
_ _ _ _ _ _ 3 WIRING FROM TI-E SIA�GE ARRESTOR TO THE MANUAL CONDITION. I�RMALLY CLISED (N/C) WILL OPEN ON
,
5 L J ASASPECIFIEDTBY THE S RGE ARRESTOR MANUFACTURER ALARMED CONDITION. D ETA I LS �AND NOTES
3
�R '�- 4, ALL CONDUCTORS SHALL BE FANt�D OUT SMOUTHLY. � .
��I� NO RIGHT ANGLE BEPDS ARE PERMITTED. CONNECT ALL .
; " LEADS A,B,N,G TOCETHER SO THAT THEY WILL BE
IN CLOSE PROXI�ITTY TO EACH OTF�R. LENGTH .
SHALL BE AS SHORT AS POSSIBLE BUT NO LONGER �
THAN 8 FT. � _ i
- : 2 SURGE ARRESTOR SCHEMAT I C 5. SHOULD ADDITIONAL INFORMATION BE REQUIRED. 5 EXTERNAL ALARM PAN=L _
� CONTACT JOSLYN ELECTRONIC SYSTEMS DIVISION, ,
a E-2 NOT TO SCALE SANTA BARBARA RESEARCH PARK, BOX 817, GOLETA, E-2 NOT TO SCALE
�� CALIFORNIA 93017 (805)-968-3551
' \ J
a, \,
, SHRUB PLANTING DETAIL TREE PLANTING DETAIL (�evel Ground) TREE PLANTING DETAIL (Sloped Ground)
PRUNE ALL DAMAGED OR DEAD WOOD DO NOT CUT LEIDER. PRUHE IMMEDIATELY DO NOT CUT LEADER.PRUNE IMMEDIATELT �►
�
PR1011 TO PLAMTIN(3. PRIOR TO PLAMiIM(i. PRIOR TO PLANTING.
�
USE 3 (iUY ASE�AeLIES PER TREEe Us[ � W!Y AauM/LIES�ER TREE.
SET 9HIIU■ 1' MIGHER THAH THE +
MEIS'aHi 1eIHICH LT GREW. ,� 8' BERM ON DOWN HILL 31DE
sci' OF TREE TO HOLD WATER
Olfi PLAMT �IT TWICE AS WIOE AND USE NYLON TREI STRAPS AT END OF WIRE. G/ US!NrLON TRE! STMPS AT END OF WIRE.
MI(iH Aa THf CONTAINER � / �
USE'AQR1FOpir' �ABS AT MFG. STD. RATE. UaE'AfilllfONY' TA�S AT MFO. aTD.RATE. J`�
�
. �
APPLY SPECIFIED MULCH. TAPER MULCH 12 OUAQ� DALYAKiitD WIRE , -�
12 f3UA�E QALVl1OZED WIRE
� I �i i� • DEPTH TO Y AT ED(iE OF PAVEMENT,
. �J� PLAN7 ROOre�tL 2'HI(iH PLANT pOOtSALI 2'HION PLAN T M ATE R I A LS -
��� CJ1pE aH.��L BE TAKEN TO NOT �j �
. �` �� • OAYAtl! r1tE SHRUB OR ROOTBALL ��% ' SYM. BOT�NICAL NAME COMMON NAME QUANTITY SIZE & CONDITION =.
• ' WNEN RLMOYING IT FROM IT•s CGS(A) Picia �ungens Colorado Green Spruce 1 8' B&B OTC 57ects - Enpineers _
COMTAINEII. �4�= � • • Y G�IARKERS;iYPiCAL) 24'x �/4' P.Y.C.MARKlRS(TrP:CAL) CGS�B� Picia 'ungens Colorado Green Spruce 4 6� B$lB 5325 SOUth VeiBntl3 W2y, SUIte 2B0
5 A Po uUs tremuloides Quakin As en 5 1 1/2" Multi stem B&B Enplerood, Colorado ee��i-2se3 '
p 9 P 3� 77i ssss FAX 303 771 7641
- - 4'TREE TAPE(�CIDUOS T�EES ON�Y) 4'TRlE TAPE(DEC1DUOd TREES ONLY) 3 SB Amel�nchier alnifolia Serviceberry 3 5 Gal
IOOSEN SIDES OF PLANT PIT AND WATEF
IN 1NELL TO ELIMINATE �ARGE AIR ��� sPECIFIED B�CKFILL M0x AND �-1/4 dPECIFIED SACKFILL MIX AND , Genesee Mountain Mix As Needed 3 1/2 Ibs per 1000 s.f.
a ■ ■����■
° ;'e� . t/2 PIT SOIL 1/2 PIT sO1L ■ e■. ■
POCKETS. � , ' ■ ■ ■ ■ S■ � � � ��
ALL JUNIPER PU1NT3 SHOULD BE ORIYQ �O"'T'-dTAK! INTO UNDISTURSEO
■ ■ ■ ■�■ ■
DRIVE 30''T'-3��KE iNT� l.ti�iSTURBED ' � ■ � � ��� ■
PLANTED SO TOP OF ROOT MA8S SOIL FWSH 1MITH AD.IACENT GNADE LA N D S C A P E N O T E S ■ ■ ��0 �
OCCURS AT FIN18H ORADE OF SOIL FLUSH WITI AD.IACEN� �iRADE S � � ■■�■� ��
MULCH L,YE� -
F�LL PLANTPIT WITH ;/2 SpECIFIED 1 All tree andshrub plantings shaii receive a soil preparation of
SG�L MIX A7{p 5/i PIT SOIL riEMOVE iIPPER ;/5 RD'$ JF WNiE NEMOYE UPPER 2/! RO's OR WfR! �J�% peat rross and 50% manure mixed Wltrl �J�% of the planting p�t soil. TljQ 1�':O�i�FS' ! .�i'��p'l�C'ne Company
BASKE:AFTER iRci'c 73 ::�, ,=;;, REMOVc \ �ASKlT AFTER TRE! i• IM PIT.REMOYE "
�.va1PACTED pACKFfL�MIX
-�--�.--••--
�W�?IE AMD CU�I1ND REIkG��e SUR�A? nN�N! AND CUT AND AEMOYE 9URLAP. 2. All trees and shrubs are to be planted in a manner as indicated per
FOR TF�eES IN LAWN ARtAS: INSTA�� FOR TREES IN LAWN AREAS: INSTALL planting det�il. Trees are to be staked, as indicated per planting detail, for (1 ) year. �E
�FiGn'cP. QiF CRUMBLING ROOTBALLS 36' alA STEEI EDG�R i..RC�E,F���� 38' DIA. 3TEEL ED(3ER CIRCLE.FLUSH
Y1 .,� BE HEJECTED �i2x X i�i2x ��=x x ��=x �ALTER
W9 o ii SGD. INSi AL� 2' i,r?i h �'e�G WITH SOD. INSTA�L 2' DEPTH PEA 3 Shrub beds 3re to be muiched to a depth of 3 1/2�� w�th pole peelings.
. . • . �`�`✓�= Oh Vilt7'c 0= 4 ;��L?. ORAVEL ON INSIDE OF CIRCLE. �ROIJ I�
"' PROPERTY 4 All areas di�urbed during construct,on or grading shall be re-seeded
•• • LINE with GenesEe Mountain Mix at a rate of 3 1/2 Lis ��er 1000 s.f Seed
••• mix can be ound at Rocky Mounta�n Seed Co. (623 6223).
••• •� 5 Areas to bere-seeded located on slopes greater than 3:1 shall be THE
�`_ covered wit� Jute Netting erosion control or approved equal and NORR1� COfViPANY
�, staked secu�ly to the slope. 2a3 t_�„� rv��,�������i� ,���„��� 5�,��� ioo
l)en��ct, Cul��r�utu �iU?03
(311�) �GO-116G
'�� EXISTING CONTOUR LINE i.���,�i ►�i.��,�,��,��
, , PROPOSED CONTOUR LINE ��������������� ,���,���������
1'.i�h I'I�innine .incl 1)csien
' � ��n-�'"""""��„�" �--_�__....__ ,,' f �.,{., � � f` `�� F�_ �-...-.i------- - --- -- - - Sitc ht.itit�i I'I.innin� _
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�--- ��-. ���'-- � ' �� � ��� ' � �� `` `°� �`� � COLORAD 0 3
~---�,---_..e�-----_ � t�; � ,.� .��.-�;`��� ,,.�.�-� �,,.�.,...,,.,� ��--,-.�'
� EXISTING RETAINING WALL -- ---�-'° g..-.:_--�- �=�- - �-�-���y�N � � �- ���� -- � - � �1 ` � �� RED SAND STONE ELEMENTARY
�__�_ --' �---- —.___ .r- --,» ' ' � -`':- � ' --------- - - - -
-�`� ----._`_,�`
� -_` —--_.__ _.� : __` �. _ � _ _ , _ _ � SCHOOL' CELLS I TE
4 C G 5�U� — � s'S e f� i 2�.� """� :� � gF,,,^" �.� "� ^;;,,,�.-, r.*�. e
, -- NEW CONCRETE SWALE � ' ` -- �'"� �, �� , �'� . ��';� � � ` VAIL , COLOf IADO
� ,� �� � � � � ,,,�''` ���� � w_....-� .�`� ;..�-:- ^� '� s
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• 3 SB __ _ ---------- —___. _ _ __ __'------ �J��J3�3 tj�J2
____�__ _ `' -- --- �______
_ _ � ` --_.,.�` �■ �
NEW SHfLTER !� � � �"' ----- �� �
, -___ ` _�_ _ `--�--- -__._____, � �``�- EXISTING 6" VERTICAL CURB
`-- -- -__.--..� � :
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1 C G S(a) --____________ _ �_ ,,� ,,
�
. 5 A �~�� �` � � �
i � • ��' 1 �9 16 91 PRELI�.4INARY
I ; 2 09 19 91 DEBIEW
-- -� 3 �9 20 91 CELLULAfi ONE �
NEW CONCRETE STEPS REVIEW �
4 10 �4 91 BIDDING �
SlpEwqL � � �
K fXISTING CONCRETE STEPS �
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EX�STING P ARK�N
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EXISTING 6" VERTICAL CURB
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'� I -7!� COR�IDOR SYSTLM
F �`� �.��:- .�
�-,ST o�, � COLOf�AD 0 3
'tic RED SANDSTONE ELEMENTARY
ASPHALT
SCALE � " = 20" SCI-100L CELLSITE
�
� VAIL , COL_Of��DO
DR\V� .
� o �0 20 4o so N 0 RT H
PSPNP�1 �ANDSCAPE PLAN
SEPTEMBER 19, 1991
�..�NE
EX�S�1NG
PR�PER�� ',
.
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>
�,- _ �_ _ -° �-..�.--.°.°-�--,� --
8'-0" H. WHIP ANTEMVA COAX CABLE SUPPORT
tTYP OF 4) CABLE HOOD -
� M�A�ITED ON TRIP00 BASE RE� 14A2 8'-0" N. WHIP �,,,, S e
ANCHORm TO EXISTING ANTENfVAS (TYP) �
ROOF ,10ISTS RE� 13/A-2
� 2'-0' DIA.
4 MICROWAVE DISH lµs� '�� �
A-1 POINTED TO DOWD JUNCTION `
MICROWAVE DISH SUPPORT ' �
PER/ ANTENNA MFG. =��
�
m EXISTING ROOF IN �� �` � a
C } 4{'4 F �
� COAX CABLE FOREGROIJf� '�. � b:�;,w .��,.. •,�- <r i
CHASE AT REAR �,� ! ,
°`°�� .�
�,
OF BUILDING - ,
� J :,°
-PAINT RE� 5A1 ,��- �
.t;� -_'.. ,
ISTING GRADE SHO N . �
DASF�D �;" ,• ���; - I
/ / ,� / / / / / / / �� / ' :�" �,
� HVAC UNITS AT s` • `_
NEW SHELTER
1 '-P1" S0. 24 GA. GI. 5 24 GA. GI_ CAP ��- ` I
TO MATCH BUILDING 11 A-2 TO MATCH EXISTING ,--�- � NEW 1 1/2" pIq, METqL 'A,. _ �il�� �
' � � PIPE GUARDRAIL & �
� HAND RAIL - PAINT TO Archltects - Engineers
7 H.M. DOOR -' � MATCH EXISTING DTC 57
_ -- ' � �
TOP OF PARAPET 5325 South Valentia Way, Suite 200
. , i �
' �, �• .—fm � � � � I — � Englewood, Colorado.80111-2903
� ' ` ----- _' w / � � • EL.=8252.15' '" 3H3.771 6999 FAX 303.771.7641
/�% � i/ � � REGRADE AS SHOWN • —
� � m � � AROUf�D NEW SI-E�TER ;t4Y
/� I � .�° 0 0 m �m�0�
� � I � i � �m�� � �
__�__ �� � _ FINISHED FLOOR � • FIN. FLOOR °s���. � � m p p p pb �
— � E L.=8 2 4 2.15'� W��` o 0 0 ���� �
- ; � EL.-8242.15' � COAX CABLE - RIRJ � -
I � UND ERGROUND TD `l .• � �� 0 ���� � , ��
�-----�� NEW CONCRETE SWALE NEW SHELTER RE�
NEW CONCRETE � ----� GEf�RAL NOTE �7
' .� 0 � 0000�0 ,,, �
i i '�r; The Mobile Telephone Compeny
LANDING & STAIRS 16'-0" ---- ----- ��_gd- SHEET A-1 �--- -------y Y• ,�
I- -- ---------ffd�Vt��l€�� � 3"x5". 24 GA. GI. OPEN -------J ,_,
L___
DOWNSPOUT - PAINT TO MATCH EXISTING SCREEN WALL & NEW CONCRETE �,_4
EXISTING 12" DIA. NEW :OUIPMENT SHELTER BUILDING STAIRS IN FOREGROUND STAIRS TO MATCH
CULVERT SET IN 2 PART I AL SOUTH E�EVAT I ON �o� oAS� EXISTING ��� �E
CONCRETE BUL14fAD POU�CD-IN-PLACE CONCRETE �'
FINIiH, MATERIALS, AND COLORS WALTE R
� EAST ELEVAT I ON TO �ATCH D(ISTING A-2 SCALE: ��8�� _ ��-o�� �,, e,,
8,� CONCRETE SWALE TO �r;; �b�;
MATCH D(ISTING '�' ���' �RQ�
7 A'2 3/4° D(T. GRADE T&G , , ��
SCALE� 1/8" = 1'-0" PLYWOOD ON 2x2 FURRING a 3/4" EXT. GRApE T&G ��1"
A-2 � 0 2'-0"o.c. 1 1/2' IVSULATION ,. ° PLYWOOD ON 2x2 FURRING
� BLOCK-OUT IN SLAB FOR BALLASTED MEMBRAI� 8 12 TYP. _ , > b o 0 2'_�"o.c. (TYP) '�� ��"�'-��'�'- � =u F� � �
CABLE ENTRANCE 10 _ ROOFING OVER RIGID A-2 A-2 W� 4 BASE 1 1/2" INSULATION (TYP) �i�,
- - - - - � " � ' I -7� CORR I D OR SYSTEM
' B.O.F. = 8240.25' A-2 INSULATION
� OPP. • a 4 � #6 0 6' VERT. '`' °
1 � � � ����� COLORAD 0 3
PAm 4'-m' , EXTENT OF FLUID-APPLIED MAX � HAND x x x . ' a
Ip���co�o3 8 WATERPROOFING MEMBRANE - 8�� � -o� °
p914138H92 � ,_6, FIELD VERIFY TOP OF PARAPET o Q =�o 0 0 0 0• ° , �4 ° 12' . - .
- ---- , ' S'-�" 8�� 9 � � a. - s252.,5� �'q� 8Q� �8Q� � g� - 8Q o . E.w. 2° a ;��, RED SAND STONE ELEMENTARY
' ' FLUID - APPLIED CLR. � ° ��� SCHOOL CELLS I TE
DATABASE � � STEP . tt
a ¢ A-2 � 6° GRAI�LAR > WATERPROOFING ° 4 0 12 H�iZ.
db.m 1/2" ISOLATIO 8" FOOTING N � � � / �D� FILL �., ¢ MEMBRANE & PROTECTION , o �'�_
dr.�2 - - JOINT 5'-0" cv w p 4 • � -� `'`
� � � o COLLECTOR HEAD LIGHT FIXTURES� BEYOPD 1/2 ISOLATION . � B�� . ,:Fyy VA I L , COL ORAD 0
LAYERSTYLESj �ISTI� h N �� & DOWISPOUT RE� 3/E-1 � JOINT 2�_0�� , o , 1X2 W� BEVEIED �'��� ,� � �
� �- 1 RIGID PERIMETEA EDGES FORMQ • ° , a�
CONC. WALL � � B.O.F. - 8237.75 - T EXISTING INSULATION (TYP) � o � REVEAL - 2 x4 KEYWAY 91038.092
� � SPACING AND SIZE ��.
GY�I WALL � o � � p" '� • : .�.� - �» � � .,.,��.„.
' ' � . POURm'IN PLA = o' TO MATCH EX�TING 4�-�° 8' 1 �-6�� 1/2" ISOLATION ,,'
� � � g 9 _� -- � 11 1/2 IS�ATION JT. CONCRETE WALLS W/
WATERPROOFING SEALER tt4 DOWELS x ° �' o ° . � JOINT =.� LRH/JFB/RJE
� � m A-2 A-2 1/4���. _� � �
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A ` p (TYP.l ' �';
i i � "' 4 BASE M "6 0 12• Q• o WWF �s a :
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5" C O I�I C R E T E S L A B � �_ 8" �p�� o q-� FINISHED FLOOR
9" 4" CANT. � �`
EL. 8242.15 2,x4• _ x x x ;�,
PLOTTING• ON S' GRANULAR FILL ' --, i WALL TO � � m � ° , ° " � "
�. str�x,v,a, W/ 6x6 W1 .4xW1.4 WWF i � �� '1 '-6" WALL�FINISH� � � ;� w ° � ' g 8 g 8 � 8 �
2 m9.19.91 DRB
,w�, , � 1 ,_�„ � > KEYWAY o b o o . 0 4 0 . q . q o q o q 6„ ���� 3`r��- 1 09.16.91 PRELIMINARY
w�,
2. �ono srnE= � � � . m > , > o . , o o Q o , �o = REVIEW
_�__ i i 6,� MAX. 6° GRANIJLAR GRADE VARIES � ° . � o � a FILL
ro outt��e� --- - - - - � i �� i EXISTING � � � , �
a. aor s�cia�� 8�� ' � FILL � � � , . . . , . � *,..
i � - - - WALL RIGID PERIMETER (3) 5 s . • a- � o p o . o 0 0 � d ° �� 3 �9•20•9� CELLULAR ONE
Stral�ht Piot I • 9 � ► . ' ° a ° � T '��"' REVIEW
4. a�or►�� � - - - - - - - -� �i �� i , � INSULATION o, c , o e � o = 4 ' ' ° ° ^ �,, .� 4 10.04.91 BIDD ING
--rarF-- B.0.F. = 8235.15 i i 7 - - - - - - - - - - I • ' P � r,�F
L � J y � ak
� �- - � - - � A-1 12,_�„ — — — — — — — — — — I � 6 6 0 0 � - .,,,
_ 12,_�„ _ , 4 - _ � �
AR(}iIVED� l � A-2 m ";��
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TAPE 250 1� ` — # � ��
tr� 15e SIM. 6 I�TE� ALT. DIR. 4 � 12 �,,� ,
T� � A-2 &ELANDING DI�MEN IONS � A-2 5 BU I LD I NG SECT I ON 2 � _��� � OF HOOK ��y�
DISK 5.z5 NORTH A-2 s�-2° ��.
DISK 3 5 3 FOUNDAT I �N PLAN NORTH 4 ROOF PLAN SCALE� 1/4��_, �-��� s ECT I ON
� -
7 SECTION ��#
A UP PATH� g" � " _. . �
—
_
A-2 SCALE� 1/8"=1'-0" SCALE� 1/8"=1 ' -�" (4) 3/4' 0 x0'-6" H.A.S.� 3�16 2�� A-2 SCALE� 3/4"=1 '-PJ" A
$�� EXIST. • A-2 SCALE� 3/4"=1 '-�d" - �
� •0 �O (1� �-� f ,. N�
� W
�T_.O. CONCRETE �v 3�� 1 1/2��
, o �q� � GRAVEL STOP
`�/ EL - 8252.15' '4 . o M T - ° � � DECK ¢ ° � ° ��
�.or oarE•
E AL T 0. CONCRETE � �. a� 0 10" OVERFLOW OUTLET �
esi2eis4 ',� ' D EGC �,- = Q ; • .� 9 •
, �y�.
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� 8252.15 • ° •. °. • a `� "' �� �.� m All drawings and written material contalned
. � . . _ O ' - o � �
� � •° `'' � y^� herein may not be dupiicated, used or disclosed
. . �p'�— `� O O �°w without the written consent of the archltect.
, e
�J_ST. BRG. o' � 6"' SLOPE DECK ° . - ,
� EL. - 8250.92' . MIN. �4"/FT. � . � . @ � �''
.� JST_BRG. ° �• �, • • ' T � 4
o' , , � �
EL. = 8251 .15' °• ' • a 24 GA. G,I. CONDUCTOR �
(6) 3/4'0 x0'-6' H.A.S. ' PL 3/8'x6'x0'-6" . ,o BRIDGING � ' O
HEAD & S�JPPER �;
��� 1 1/2" �• � � 9 ,° � PAINT TO MATCH CONCRETE
N °' , .'� �; ,.'o MB D � L3x3x1/4' CONT. � � � -
p �4 0 1fdK1 a 2'-0' • o • �e : �•
M � � • .• 5/16 4" 3/4" PJ EXP. • '. • � 9 3 x5 24 GA. G.I. DOWNSPOUT
• ° ' • BOLTS AT 12" • ° o , .o PAINT TC MATCH CONCRETE ��
� � � . L4x4x1/2 CONT. . : '. 10K1 0 2'_0" °. ° .
4 ; , ,
� 9 � ' D(IRING CONCRETE L4x4x1/2` CONT. � `
PL 1/2'x8"x1 '-0" �. .° ° ' � WALL � �
1� ROOF SECT I ON � 1 SCUPPER D ETA I_ � � ��� � �� �
MB �
8 ROOF SECT I ON s ROOF SECT I�N A-2 SCALE� 3/4��_, � -��� A-2 SCALE� 3/4��_, �-��� Y�� I -7� CORR I D OR SYSTEM
���- COLORAD 0 3
��:...
-2 SCALE� 3/4"=1 ' -0" A-2 SCALE� 3/4"=1 '-0" 5 �4� 8� 7'-�' VERIFY W/ CABLE SWEEP '-<
, „ , � � �. �.�. H00[ PROVIDE RED SAND STONE ELEMENTARY
MEMBRANE FLASHING 24 GA. G.I. 1-PIECE 6 -0 MICROFLECT TRIPOD TQC SCR[WS, FLAT
C O N T. O V E R T O P C A P F L A S H I N G S E C U R E T O D(ISTING ROOFING � ° �� � & I�O P R E N EO WS��_APAINT SCHDOL C�LLS I TE
� PARAPERT 6' I�IN. � WOOD BLOCKING W/ CONT. CLEATS & INSULATION D(ISTING WALL AS DIRECTED BY OWt�R
CONTINUOUS FASTENER �P = T.O. CONCR�E PAINT TO MATCH EXISTING � � . & CAP FLASHING ANCHOR FRAME TO � VA I L , COLORAD 0
` 8 x8 x6 TREATm BLOCKING PARAPET �'
SPLICING CEMDVT ', ,; 0 � EL. ° 8252.15' TYP. o EACH LEG 7/8"DIA. ANCNOR SLQPE COAX CABLE W/ DRILLED
BOLT (nP. 3 REQ'D) CABLE SUPPORT BY OTHERS EPDXY ANCHORS m ��_ .
LAP SEALANT ' �; ��P CUT-pUT ROOFIPG AS REQUIRED MICROFLECT CATALOG tt94(dG11 ¢
GRAVEL SUF�FACE OVER � . 0 8' POURED-IN PLACE TO INSIALL BLOCKING. ° '� ° � L2'x2"x1/8' WELDED "
SINGLE PLY f�WBRA(� ° . C�VCRETE WALL W/ FLASH & SE�L PER ROOFING FLASHING CAN . �.g SUB-FRAME - PAINT 3
RI�GID�INSU ATON � � ", � S��OOFING MANUFACTUf�R R�OH+4ulENDAT ONS o MI�CROFLEC�T�CA�TALOG o • . 0 4 + TO MATCH HOOD � EXTERIO
R ELEVS . ,
° O �811 H1 � A-1 �
• � _O � m �
�
� D ETA I LS SECT I ONS
� � JOIST BRG� � .•� . 9' o °� �
0
BAR ° EL. = 8250.92 • , - • s•, �
JOIST ° • . �' � ..' '
L�
. . , o , -
4 k, �
° • ' CONT. NAILER W/ 1x4 SHIM 4 • •.' •
�; �.�P (BOTH PRESERVATIVE TREATED?
L3"x3"x1/4" TRIANGI�AR ISTING STEEL JOISTS , o ; , : , •�
WELDED SUBFRAME - BOLT & METAL DECK • ,
TC JOISTS VEAIFY LOCATION � 9, ANCHOR SUBFRAME TO EXISTING EXISTING STEEL �, ; ' .° S
.o _ JOIST y.,
° • • " CONTINUOUS ANGLE 3'x3"x1/4' o' , ,'� �I TS W/ 3/4" DIA 3QLTS SEAL �o , A-1
DECK SUPPORT & SH ALL ROOFING �ENETRATIONS DCISTING METAL • . '
12 PARAPET D ETA I L 13 ANTENNA TR I PO ° � � � DECK & RO�ING �. . � .�t —
D D ETA I L D(ISTING WALL �. � . v � CABLE .
• A-2 S C A L E� 3/4��=1 � -��� A-2- „ , „ 14 CABLE HO O D D E T A I L & C A P F L A S H I N G �o . o �� W
SCALE� 3/4 =1 -� A-2 SCALE� 3/4"=1 ' -�" ��� � _ f
_ ,.�
� ' -
``"��.T..-- i � - - — ----��� -_�°.._.._s Y �_ -�, - -- � — ---- -- - -
f - � � -, ,
I
� � � ,
o � o GEf�ERAL NOTES INDEX OF DRAWIN�S � � � �� � �_�. F ��,
o � . � .
; y , . ; . ; �� � • � +t� ,
� , :�
; 1. CONTRACTOR SHALL VISIT JOB SITE TO REVfEW SCOPE OF - GENERAL j,�, �� � � ��°s �
$
' WORK AND EXISTING JOB CONDITIONS INC�.WING, BUT NOT aX:' `,. `� �
, ' Q Q ' LIMITED T0, SITEWORK, FOUNDATION, ELECTRICAL SERVICE T T I TLE SHEET ��} ��`�" �
ANO OVERALL COORD I NAT I ON. �R�
�
, '� �,,
2. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE ���
INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY. 1 OF � S I TE SURVEY & LEGAL D ESCR I PT I ON �.�� f � � �� � � �
' UNLESS OTHERW ISE NOTED, THE WORK SHALL INCLUDE ' �' , r ,,�,, , E
FURN I NSH I NG MATER I ALS, EQU IPMENT AND APPURTENANCES, `•` r� ' �;�, '�a
� � � � AND LABOR NECESSARY TO EFFECT ALL I NSTALLAT I ONS AS L- � L A N D S C A P I N G P L A N �'�
If�ICATED ON THE DRAWINGS. THE WORK SHALL ALSO �f`� � �
„ � INCLUDE ALL MATERIALS, DETAILS AND LABOR NECESSARY
FOR THE SUCCESSFUL CONSTRUCT I ON OF THE BU I LD I NG. �„
� 3. PRIOR TO TF� SUBMISSION OF BIDS, THE CONTRACTOR �_�. � � �
�;,��tt ,
SHALL VISIT TI� JOBSITE AND SHALL FAMILfARIZE �• �
� � STRU�TURAL N�TES ' HIMSELF WITH ALL COND�TIONS AFFECTING THE PROPOSED , ARCHITECTURAL ���:� Arch(tects - Engineers
I NSTALLAT I ON, AND SHALL MAKE PROV I S I ONS AS TO THE COST ., o Tc 57
THEREOF. CONTRACTOR SHALL BE RESPONS I BLE FOR A- 1 S I T E A N D z� y
*C EngSewoodh Colorado.8�t11s2903 �H
�
FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS "
+ ' 1. LIVE LOADS USED IN DESIGN� • "�; 303.77� sss9 FAX 303.771,76a�
A. ROOF (SNOW DRiFTING 110 PS� ............75 PSF THE WORK IMAY �OIMPLISIHED AS�S 0 NIRPRIORTTOT FLOOR PLAN ���� *
B. W IND � �
PROCEEDING WITH CONSTRUCTION. �:�:;,
1. BASIC WIND SPEED ....................80 MPH ^ 0 � � �����
2. EXPOSURE....................0 � .
� " G EARTHQUAKE...........................ZONE 1 4. D I MENS I ONS SHOWN ARE TO F I N I SH SURFACES UNLESS 0�p p �
OTHERWISE NOTED. SPACIN� BETWEEN FQUIPMENT IS ` A-2 EXTER I OR ELEVAT I ONS
' 2. F O U N D A T I O N� R E Q U I R E D C L E A R A N C E� T H E R E F O R E, I T I S C R I T I C A L T O =� � � � � ��� � 1 �
A. CONTRACTOR TO FOLLOW ALL RECOMMENDAT IONS I N S01 LS F I ELD VER I FY D I MENS I ONS. SHOULD THERE BE ANY , A N D S E C T I 0 N S =. � s ���� �
�.:�? 000 ���� � ��
REPORTS PREPARED BY THOMAS E. SUMMERLEE & QUESTIONS REGARDING THE CONTRACT DOCUMENTS, � � ���� �
� ASSOCIATES, INC. EXISTING CONDITIONS AND/OR DESIGN INTENT, THE �,.� o 0 0�0���
' B. MAXIMUM ALLOWABLE SOIL BEARING PRESSURE SHALL BE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ,q-3 D ETA I LS y� The Mobile Tele hone Com en
� 3000 PSF/1500 PSF FOR FOOTINGS PLACED ON NATURAL A CLARIFICATION FROM THE OWNER'S REPRESENTATIVE OR ;} p p Y
IAVD I STURBED SO I LS AND/OR C�MPACTED STRUCTURAL ARCH I TECT PR I OR TO PROCEED I NGW ITH THE WORK, OR `�"
k
FILL. RELATED WQRK IN QUESTION. 'LL �T
� �� 1 riL�
C. NOT I FY S01 LS ENG I NEER WHEN EXCAVAT I ON I S COMPLETE 5. CONTRACTOR SHALL NOT I FY ARCH I TECT OR THE OWNER'S M E C H A N I C A L � � �� - `
. 50 THAT COND I T IONS MAY BE I NSPECTEO PR IOR TO REPRESENTAT I VE I N WR I T I NG, AND SHALL RECE I VE I N WR I T I NG WALTE R
PLACEMENT OF ANY F ILL OR CONCRETE, TpHS RNOTT ICLEARLY DEF NED OR� DENT IE DN BYWTHE CONTRACT M- � H V A C P L A N & N 0 T E S Y
� GROUP '
3. CONCRETE� DOCUMENTS. .�
A. ALL CONCRETE SHALL BE MADE WITH TYPE 1 PORTLAf� �
�j CEMENT, STONE AGGREGATE & SHALL DEVELOP 4,000 6• INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE �'.�
PSI COMPRESSIVE STRENGTH IN 28 DAYS. W�� MANUFACTURERS' RECOMMENDATIONS UI�ESS SPECI- `;�
FICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR ELECTRICAL I -7� CORRIDOR(` SYSTEM
= B. ALL CONCRETE WORK & REINFORCEMENT DETAILING REGULATIONS TAKE PRECEDENCE. i��
SHALL BE I N ACCORDANCE W I TH AC I BU I LD I NG CODE
, 318-89. UNLESS NOTED OTHERW I SE ALL EXPOSEO EDGES 7. CONTRACTOR SHALL NOT I FY ARCH I TECT OF ALL PRODUCTS E- � E L E C T R I C A L A N D G R 0 U I�D I N G C 0 L 0 R A D 0 3
OF CONCRETE WORK SHALL HAVE 3/4" CHAMFER. USE OR ITEMS NOTED AS "EXISTING" WHICH ARE NOT IN
.
1p p/colo3 � oT RWSEHOOKS ON DOWELS UNLESS NOTED FIELD. P�ANS , ONE-L I NE D I AG�AM �� RED SAND STONE ELEME�ITARY
p91�38092 G CONTRACTOR MAY POUR SLABS-ON GRADE CONTINUOUS. 8• �L WORK PERFORMED AND MATERIALS INSTALLED SHALL � SCHOOL CELLS I TE
C E��U f�A R O N� BE I N STR I CT ACCORDANCE, AS A M I N I MUM STANDARD. �:
db.ca � _ D ORIZONTAL OPLANE.IOALL C NSTRUCTHON E OINTS SHALL BE q��NOTI E�AND 0�PLY �WITHCALLRLAW R �RDINAN�IVS E-2 GROUND I NG D ETA I LS , SCHEMAT I CS ,� VA I L , COLORAD 0
DATABASE•
ar.� �o o� 16 T H S T R E E T S U I T E � ( _ AS DETAILED OR AS APPROVED BY THE ENGINEER. RULES, REGULATIONS AND LAWFUL ORDERS �OF ANY PUBLIC �' ' � " k ' "�• •
, � � � 4. R AI NF�ORCE��ORC I NG SHALL BE H I GH-STRENGTH DEFORMED ELEC�R IICAL B YSTI EMS�SHALL BER I NSTALLED �N ACCORDANCE �L D E T A I L , A L A R M P A N E L ;� 91038.092
u+t'F!� srv�ES: D E N�E R C 0��R A D 0 8 0 2 6 5 BARS CONFORM I NG TO ASTM A615, GRADE 60 EXCEPT T I ES W�� �L APPL I CABLE MUN I C I PAL AND UT I L i TY COMPANY �` �,n • ° a ,.sr�;._� T••,,�R r � , �r�,�;.r�-�¢�.r_ ,,�
� SPECIFICATIONS, AND LOCAL AND STATE JURISOICTIONAL �
, ' STIRRUPS & PLATE ANCHORS WHICH SHALL BE DEFORMED CODES, ORDINANCES AND APPLICABLE REGULATIONS. LRH/JFB/RJE
` 3 0 3 5 7 3-3 8 �0 BARS, ASTM A615, GRADE 40. �3'w'' n
B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 9, THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, �µj� �" " f k�' "�`'''' "
� 8� SHALL BE LAPPED ONE FULL MESH AT SIDE & Ef� USING HIS BEST SKILL AND ATTENTION. HE SHALL BE � KDC
SPLICES 8� WIRED TOGETHER. SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, �-� "
C. REINFORCEMENT PROTECTION� METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND • ���� � ;�����°:'.' �� ' "��� 6 °`
FOR COORD I NAT I NG ALL PORT I ONS OF THE WORK UNDER THE fir's
1. CONCRETE POURED AGAINST EARTH.............3" CONTRACT. '��F 1 09.16.91 PR�LIMINARY
PLOTTINGs 2. SLABS & WALLS WOT EXPOSED TO WEATHER)...3l4" 2 fd9.19.91 DRB
D. NO SPLICES OF REINFORCEMENT SHALL BE MADE '�• THE DESIGN SPECIFICATIONS PERFORMANCE AND ��� REVIEW
� ��, T H E W A�T E R G R 0 U P EXCEPT AS DETAILED OR AUTHORIZED BY THE LOCATION OF ALL RADIO SWITCHING EQUIPMENT ITEMS i SYMBOLS �"�'
z. wan s��
3 09.20.91 CELLULA ON
STRUCTURAL ENGINEER. LAP SPLICES, WHERE (INCLUDING INTERIOR OVERHEAD CABLE TRAYS) ARE BY I � REVIEW
--�-- OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE. FOR
3 �.�r s�ciw� .1�-� �A K E S I D E A�E N U E �J V I T � 1 Q Q PERMITTED, SHALL BE A MINIMUM OF 36 BAR ��# 4 10.04.91 BIDD ING
ro outr��e� COORDINATING HIS WORK WITH THE WORK OF OTHERS AS IT
DIAMETERS UNLESS OTHERWISE NOTED. MAKE ALL BARS 5 10.15.91 DRB REVIEW
Stralflht Plat � CONTINUOUS AROUND CORNERS. MAY RELATE TO RADIO SWITCHING EQUIPMENT AND ANY F �p (D. 17•�11 �N��'�"i�T1E�t�L
OTI�-�R RELATED PORTIONS OF THE WORK. Town of Vail Community �a
'a,;
4. R°r"°�` E. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT Devefopment �
� S E A T T�E W A S I �l G T N 9 612 2- 6 5 7 0 REINFORCING AT POSITIONS SHOWN ON THE PLANS. ALL 11. ANTEI�WA SUPPORTES ARE UNDER A SEPARATE CONTRACT. O DOOR REFERENCE A_� DETAIL NUMBER =#, �
� REINFORCEN�NT TO BE HELD SECURELY IN PROPER TF-� CONTRACTOR SHALL ASSIST ANTENNA INSTALLATION SUB- Plan 8uild Neal /Fire SHEET NUMBER FOR DETAIL
ARCHIVEDj POSITION IN ACCORDANCE W/ ACI 318-89. CONTRACTOR IN TERMS OF COORDINATION AND SITE O ',
rn� 25� - 5. STRUCTURAL STEEL� ACCESS. ERECTi�I SUB-CONTRACTOR SHALL BE RESPON- �h��Q�Qd L7 ❑ O . `'� ` �
'" �
2 0 6 3 2 8 0 8�8 SIBLE FOR PROTECTION OF PERSONNEL AND PROPERTY FROM , �
, TAPE 150 A. ALL STRUCTURAL STEEL SHALL CO(�ORM TO ASTM A36 �,,f}�E�� � �
ANCHORBOLTS SHALL BE A307 STEEL 8� MISC. �EDDED HAZARDOUS EXPOSURE TO OVERHEAD DANGERS. � C n :,
Tn� s° I TEMS SHALL BE A36 STEEL. 1Q REV I S I ON � SECT I ON NUMBER ��" � f h
DISK 5 25 � I � �/E R T H 0 R�l E �O . P H 0 N E 3�3 �- 6 8-01�1 B. MIN. WELDS TO BE AISC AND/OR AWS BUT NOT LESS 12. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. A-1 �"
DISK 3 5 � , LISTED OR F.M. APPROVED MATERIALS. Validi of SHEET NUMBER FOR SECTION � .,�: ,
Permit �
THAN 3/16 CONT. FILLET UNLESS NOTED OTHERWISE. �Y O �
BACKUP PATH+ _ C. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING 13. GENERAL CONTRACTOR SHALL PROVIDE AT THE PROJECT SfTE A Sec 303 (c) 19 U 6 C ""'
��/� 3 0 3 4 6 8 9 5 9 5 THE AMERICAM WELDING SOCIETY STAf�ARD FULL SET OF CONSTRUCTION DOGUMENTS. ANNOTATED WITH THE ''�;� r�u��ree o�gfantrng ot a permit or approva( of lans and
, QUALIFICATIONS TESTS AS DETAILED IN AWS D1.1. LATEST REVISIONS AND CLARIFICATIONS FOR THE USE OF ALL. �A`-'����kcat�ans shalE aQt be construed to be a permit for, or an R°��'-
� D. PROVIDE TEI�'ORARY BRACING & PRECAUTIONS ����� �I Qf, arty violat►on of,�n�r„��,t��gv�sions of thrs cod 1 INTERIOR ELEVATION '�
14. KDC DRAWINGS AND GENERAL NOTES ARE COMPLEMENTARY AND � #1 r r�s t�t�bR' The issuance SHEET NUNBER FOR SECTtON
NECESSARY TO WITHSTAND ALL CONSTRUCTION AND/OR . � ti�nanee of t� �.< .
WIND LOA�S UNTIL ALL FIELD CONNECTIONS ARE WHAT IS CALLED FOR BY ANY WILL BE BINDING AS IF CALLED � pee�ff based upan plans, specifications and otherdata shali A-� k,
COMPLETED & SHEAR WALLS OR DECKS ARE IN PLACE. FOR BY ALL. WORK SHOWN OR REFFERED TO QN ANY DRAWING ha�� pFeue.r}t the bu�lding afficial from thereafter requiring the ���� m A�I drawings ana wr�tten mater ial eontained
�oT onTE= E. STEEL JOISTS SHALL BE DESIGNED. FABRICATEQ &
SHALL BE PROVIDED AS THOUGH SHOWN ON ALL RELATED cerreetiQr� afi errors tn sa�d ptans, speCif{catioris a�d othe� , �; herein may not be dupl icated, used or discfosed
�/�191 ERECTED IN ACCORDANCE W/ STEEL JOIST (SJI) DRAWINGS. da�a " o�� \ � without the written consent of tne arch�tect.
SPECIFICATIONS & SHALL BE THE TYPE & SIZE SHOWN �--
ON THE PLANS. SHOP DRAWING SUBMITTALS SHALL BE 15. KDC HAS MADE EVERY EFFORT TO SET FORTH IN THE CONTRACT . � �Q�,�
K E N N E T H D . C A M P A R C H I T E C T S / E N G I N E E R S DOCUMENTS THE COMPLETE SCOPE OF WORK. THE BIDDER �S � o ��
9 ACCOMPAN i ED BY VER IF I CAT I ON THAT MFR. I S SJ I NEVERTHELESS CAUT I ONED THAT M I NOR OM I SS I ONS AND P R 0 J E C T S U M M A R Y k��a �� �� �
CERT I F I ED 8� SHALL NAME THE RE I G I STERED PROFESS I ONAL D I SCREPANC I ES IN THE DRAW INGS Af� SPEC IF I CAT I ONS SHALL � o
5 3 2 5 S O . �A�E�l T I A W A Y S U I T E � O O ENGINEER IN CHARGE OF THE DESIGN. NOT EXCUSE HIM FROM PROVIDING A COMPLETED SHELTER �� ' ,�
, � 6. METAL DECK� _ OF�THE E DOCUMENTS.TS IT WILL�BE THE RESPONSIBILITYN OF ;COLORADO 3 SYSTEM CELL S!TES �W � �� , ��� � r �
A. DECK SHALL BE SHOP PAINTED STEEL, OF THE TYPE � .
E���E w o 0 o c o�o R A o 0 8 0111 CALLED FOR ON THE FRAMING PLANS & SHALL BE , TF� BIDDER TO BRING ANY CONFLICTS, OM(SSIONS, OR THE WORK CONSISTS OF S4TE CLEARING GRADING EXCAVATION "' � °��9�� ,`
� � CONTINUOUS WHERE POSSIBLE. DISCREPANCIES TO THE ATTENTION OF KDC, IN WRITTEN FORMAT, FOR, AND CONSTRUCTION OF, A CONCRETE FOUNDATION & A 36Q S.F, t`h� ��� �v� � c
PR I OR TO Sl1BM i SS I ON OF H I S PROPO5AL. " � '
B. DECK i NG SHALL BE I NSTALLED & ALL OPEN I NGS CUT RE I NFORCED CONCRETE EQU I PMENT ENCLOSURE ADJACENT TO • �� ,
�O � �� I -6 9 9 9_ & RE���� IN ACCORDANCE W/MFR'S STANDARD DETAILS THE RED SANDST01� ELEMENTARY SCHOOL IN VAIL, COLORADO. �� ��SED ARG��� ��
&� SPECIFICATIONS EXCEPT AS OTF�RWISE NOTED. ���
C. WELDING REQUIREMENTS SHALL BE AS FOLLOWS THE "CELL SITE" TELEPHONE EQUIPMENT AND INSTALLATION �� ,`�ti
` 'r , UNLESS OTHERWISE NOTED ON THE PLANS� IS UNDER A SEPARATE CONTRACT. -
1 WELDS R��SCREWSTATL12JOISTS W/ 1/2" PUDDLE THE COMMUNICATIONS ANTENNAS AND DISK, INCLUDIN� THEIR I -7� CO��IDOF�~ S i STEM
� 2. LONG I TUD I NAL J01 NTS BETWE�J ADJACENT ROOF PLACEMENT AND I NSTALLAT I ON, i S UNDER A SEPARATE CONTRACT. u
� DECK UNITS SHALL BE FASTENED T�ETHER W/V2" THE CONTRACT ALSO INCLUDES A NEW POYVER SERVICE ;� COLORA�D 0 3
PUDDLE WELDS OR SCREWS AT 36'. TO THE NEW EQUIPMENT SHELTER AND NEW LANDSCAPING.
E N N E T H D . C AM P AR C H I T E C T S/ E�I G I N E E R S 3. ATTACH ROOF DECK TO BEAMS OR PLATES' PARALLEL .� � � �° � � �
K �
9 TO DECK W/ 1/2 PI�DLE WELDS OR SCREWS AT 12 . � RED S�ND STONE ELEMEf�TARY
7. GENERAL� �
� , VICINITY MAP ��.�
�3 2 5 S� . V A�E N T I A W AY S U I T E 2 0� A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR AL.L ;� � �� � �� _ _ , , , , � SCHOOL CELLS I TE., ;��
, � STRUCTURAL SUBSTITUTIONS. � �� '"- - -_ _ + r .. j� � � � , � -• ,', . 1_.- - a►,;;�; . , � � - � ,r
, ✓ � , ► ; , ` ,. , , t�. ;� . , i ,, ; - . , ,- �,�f A 5,,�_�, � � � _ .�,. � VA I L , COLOR 0 :, ;�
B. VER I FY ALL OPEN I NGS THROUGH FLOORS ROOF & - - - -
E�I G�E W 0�D C��0 R A D� � O I I I WALLS W/ N�CHANICAL & ELECTRICAL CONTRAGTORS. � ��z �r _; ��t- � , --- _ � ��� �� . - �. %� I 1, .4; r � r=-� � � -_ _ ___--, � ��� �3,
, � � . � �� � �_ � -� f ��� _ _ � ��-
. �.
� , � - - � �� .
. �� ,, , � � ��
, VERIFICATION OF LOCATIONS, SIZES, LINTELS 8� � �,� I �;,�'E______________________ � '�' �-- � - - '
�
� , . � , � � � � , , ; �
-- -- �-- ---•.------------- , � , ( ' u _�„ ,1 � � ( � i , . - �
, _ REQUIRED CONNECTIONS ARE CONTRACTOR S COMPLETE � � � r1 �� �� ` ` � `�' '�I��I� r '' �� �� ----=f---"; ' �
RESPONSIBILfTY. ' ,�.......r , l, - :-� -_ _,�� ,' l ���� ���; �'� 'ti ' - p� -�J - '�_--�� , � cm
303 ��1 �999 __ 2 Z � ` �-� �
C. PR I OR TO I NSTALLAT I ON OF MECHAN I CAL & ELECTR ICAL ' # �� )/���-J l -' . 1` i 1 � � ' ' ° ' ��� �� � '1�
EQUIPMENT OR OTHER ITEMS TO BE ATTACHED TO TF� `_ i � r _,� � _ �. � ` =a ; - `�-'` � :�K s ', �Y� 4�_ `" �
f`� � _
� ,� -
STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS & - - � � �,\_ � ���I j , 'r 'j- � ' ,� ` �__�� ~ �'�_ ��._----- � Y
' ' SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY ` � �j'�1-�4� _ T i - �
, � �-� �
DETAILED ON THE PLANS, THE RESPECTIVE SUB- , T � '� ' ���`�' �p���� � ,J�,.�, �°�� _ _� ��},-y � � �-� `
CONTRACTOR SHALL FURNISH ALL HANGERS, CONNECTIQNS. ` �, ��i �a��"�---�i� �� �_ ,`'� �r�;� -_� � ; `�`-� � Vail . : ,j.::.; ;,:�;;�' T SH
ETC., REQUIRED FOR INSTALLATION OF HIS ITEMS. � �, ���i� -'i�I------ - i ?�_--'^ :_�,-�F.�� "'`1�" ••,x;",';,.i�.;���➢ �/ ^ ' �
� �
D. PROV I DE ALL EMBEDDED I TEMS I N STRUCTURE AS NOTED , _`G��� - %�;4� I •- �,� �- --- _ f s�� '1`'l�y Q� ° • :i',�:r`•°"=�j i o� ' �°° .
K E N N E T H D . �AM P AR C H I T E C T S/ E N G I N E E R S ON PLANS. M�S�. EMBEDDED ITEMS 8� ANCHOR BOLTS SHALL - • -- 1z �.� ,, 1 �_ � �_ , _ �.� _ .� � ,_ _ ; , . � .. f .
� ' BE Fl1RN I SHED BY STEEL SUPPL i ER & I NSTALLED THESE DRAW I NGS ARE APPROVED FOR CONSTRUCT I ON. ANY � �� ' , - ,�', .' _ ' ' ` � �' �1-�.,_ �, � 1 -� ► ,�-_.�,! ' . w�,..�,�� ',�
c � � i �� � , ,
BY CONCRETE CONTRACTOR. STEEL SHALL FULFILL ASTM _ ' ` �'��� -=� - - �� ° �=�- ' � •/ �' -
_ .�s� �_ , ,-. � j � + -,:� _ -� �. �-`�"�R �, ,�
CHANGES AFTER APPROVAL MAY RESULT I N ADD i T I ONAL ��-' � ��c , , � _ j;� ` / � � s
� 5325 S0 . �A�ENT I A WAY SU I TE 20� A36. �� � -. �..��� j � ` ^ �Y� : .,�- ,� , -, \ , ..�:
� E. SUBM I T SHOP 8� ERECT I ON DRAW 1 NGS TO ENG I NEER FOR DES I GN AI�/OR CONSTRUCT ION COSTS. , � -,�• ; .;��� ,.' � � �c�-t_�- � ---� -��'� � ,. ,�� � - , :;�;,
REV I EW OF ALL RE I NFORC ING, STEEL JO f STS 8� METAL ,�,�' ' •��_'!;� �� ( � ' I ' - ��� �1 f�� � `, `� *' - � ( ,;,
� DECK. THE MANUFACTURE OR FABRICATION OF ANY ITEMS , . rl,',: :,���,������'=_�__ . _ �`� �� �'������� �\;\ � ,` ' � ' ' '� •
E���E w o 0 o c o�o R A o 0 8�111 PRI�R TO WRITTEN REVIEW OF SHOP DWGS WILL BE � �: - , � � '\
� BY: � �`` �' � � ' - ''`
, , , �-, �. �._ .�� �� �
' ENTIRELY AT THE RISK OF THE CONTRACTOR. � ' ;', � � " 1 ~�'^ �t i � �l] �-, `}\�,,,,, -__ �om��^°°--"-""
f - F. A L L D I M E N S I O N S O N P L A N S S H A L L B E V E R I F I E D W/ DATE l , .- • � ', " - y �`� - � ,
• � � � 1 I' � (-�' k �C � 11ai1 S Aien��s"�r ��: " -
3 0 3 ��1 6 9 9 9 EXISTING CONDITIONS. ~ ` � � , . , ' � } � 4 � -�� ,� �� O� -•-_- - / � ---' , t ,
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8300 _ EAG � E COU �l TY. CO � OR .�,. D 0 �
RETAINING � � •
WALL � 8290
a2��
g280 BAR SCALE
0 10 20 40
FOUND #5 REBAR s�Q�e �" = 20'
SITE BENCHMARK: CONTOUR INTERVAL 2' �
�
C� 82�0 8280 ELEVATION 8289.3' ;
��TNCRETE L�N - - - _ _ _ FOU N D °'
�
CH ED — — — — — — _ _ _ _ REBAR & CAP OVERHEAD -
_ _
_ _ '- - -
LS 4551 ELECTRIC
— — —
� — — — —
� � -� LINE
►�� ��, 82�0 ` � �
��,� ��`L' TELEPHONE ° ^ THREE I
.� \���0�� q� 0�� �p R I S E R � W G U Y --
� F�' � �,�' c�°'� PROPOSED � I ----_ _
_
R � �, � � _ � LO WIRES �
ED .��� �� ��- � TE LE P H 0 N E 82s o _ r-- ----------------
,, 00 .,
- , E S� N JP c�'� � SERVICE ' � N I
. �EM �ST �,� oe � 2 ��.
�Iv �' ON� �, � ,`�O LINE 8 so ', N N � I
� �.R l� P
SC �� ° . �
�—�I O O TWO 12" � �
� �� CU LVER TS $250 � O LEASE DESCRIPTION I
SEE �� Z A PORTION OF LOT 8, BLOCK 2, VAIL POTATO PATCH, A SUBDIVISION RECORDED I
DETAIL A -' -- 240 ----__ � IN BOOK 233 AT PAGE 6:9 OF THE EAGLE COUNTY, COLORADO CLERK AND
� �''---��- RECORDER'S RECORDS, SAD PORTION OF LAND BEING MORE PARTICULARLY I op
R ETAI N i N G � � 824e� FLOWLI N E 2.S� DESCRIBED AS FOLLOWS. �
WALL ^ �� CONCRETE LINED _, , � � , COMMENCING AT THE SOUrHEASTERLY CORNER OF SA1D LOT 8; THENCE I �
��V�� D I TCH�_�_ _ - -�e N69'43'27"W A DISTANCE OF 409.60 FEET TO THE POINT OF BEGINNING, I � � O
' \ BEING A POINT ON THE EaSTERLY FACE OF THE RED SANDSTONE ELEMENTARY
LOADING �� �'"� TELEPHONE ; SCHOOL BUILDING; THENC[ S78'36'01"E AND DEPARTiNG SAID BUILQING I � o O �
'� '` 6 VERTICAL CURB i , FACE A DISTANCE 0��14n00 FEET; THENCE N11 23 59E A DISTANCE OF 36.00 � � Q
DOCK C CRETE � � , RISER ; FEET; THENCE N78'36 01 V 14 00 FEET TO A POINT ON THE EASTERLY FACE I Iln Il � �
STEP� Q�P � ; ��� OF SAID RED SANDSTONE ELEMENTARY SCHOOL; THENCE S11'23'59"W AND ALONG ,"", w �
� �- � �C� � ; � SAID EASTERLY FACE A aSTANCE OF 36.00 FEET TO THE POINT OF BEGINNING. I � � O �
Q. �\ � � THE ABOVE DESCRIBED PtiRCEL CONTAINS 504 SQUARE FEET OR 0 012 ACRES I � ° = O �
q � � MORE OR LESS a
S��EW �K QQ'� ; � " � own of Va(I Communi � Q �
! � �
o � � B�J��I��t ELEC �C l� Q �j O
N ; . lan C� Healt Fire � � � �
"' � ; 4pproved P R Y° LI N E � � a Q � �
� � c����d 3 HAS� 25 l�c�/ ° a • w �
D E T A I L A � � C� Q w J
� � � �
� I Validity of Permit � z
� w Sec �03 (c) 19 U Q C � � O
� ^ W
Th r�sstjance �r granting of a permit ar approvai of plans and � � ,
TI C AL CU R B N s; �iffC��fQRS hafl not be constr�ed to be a permit for, or an
6" VER � � •�:,av�l Qt, a y v�olation of any of the provisions of this code O
: �t a�y athe�ordinanco of the �unsdication The issuance of ,
� � � � a ��it �a.sE�upon plans, specifications and other data shall �
PROPOSED g� /� � N � r��:*�ce�re[�tt buildmg official from thereafter requinng the '
�Q9 ° ' �:�e���o� �� For n a d ns s ecifications and othe�
so 69� o ���� �� p
CONTOURS � ,�0� - � ���� �
� � �(li�CJ 0 N
� � ��,r�- �
�,
78°36'Q� » �', ► , Design
V1/ G�, �, , � � 5 X 5 PAD K. C.H.
1 � `�
4' # � I � Drawn �.�.F.
� � -- ----
2 . � ' _ _ ,
PROPOSED ��N�RETE � ' ` � Check
SW ' ' RIC SERUICE LINE �'� � '�' �� �� M.D.H.
DG. q�E : � ELE�T _ _ � � �
, BL PR��POSED —
�
� , ; FOUND REBAR & CAP _ _ — — — — � �
, � � TOP OF BLD� � 562. GJ6 ; � � — — — — -�-'�� � � �" �'�� r '�. Scale „ _ ,
_ "� ELEV. 52. 15
L _ 3p�o�� , 00 ; LS 16844 _ _ _.— 1 20
� �, _ ) , _ _
_ Z (
_ ° )) " � \
c� o , o 0 4, 4 2 0 , 3 P � _
, , — /a z�� '
� w w � - O^ O ' � ^ O NOTES ^
� %\ n 5 � � 3 ` - 8Y_. ,�� �_ �.�_
J ° � � � �J '' P.O.C. _.__DATE--------...._.... .
- --•---°-...----- --•-- ,
u ? � p� �„-� � = 562• � J 1 This survey does not constitufe Q title search by MSM, In�. to determine �
!— p� l� _ O O R D o w n e r s h i p o r e a s e m e n t s o f r e c o r d s, F o r a l l i n f o r m a t i o n r e g a r e a s e m e n s, �.
� � _,_'- -- ___''--!"� � � � O C� rights—of—wdy, and title of record, MSM, Inc relied upon Title Policy nn (�
� - U
x eCV -- ___ No. r-------------- Prepared by ------------------- � O
W ,� �-'-- _ � 0
/"^ �W' 2 Notice — Accordin g to Colorada law, you must commence any legal action
v J � � O �
based upon any defect in this survey within three years after you first O � w O
F L O O R � discover such defect In no event may any ac tion base d upon any de fec t in � � � J
E L E V. 4 2.� 5� i� T O P O F P I P E this survey be commenced more than ten years from the dote of the Z Qo �S O
,N 4�. 6' � _ � — - certification shown hereon 0� � (�/ � U
� � — � � � �
� 2 CONCRETE � � � � 3 Benchmark from plans provided by Ecagle County School District, �� Q 0 � Li— �
� � SWAL•E � � � � � Vpil / Minturn K-4 Elementary School. ( U S.G.S Datum.) n Q Q 0 z
�2 _ ��
� �' � 4. Field bearmgs were determined by a magnetic bearing observation. � � � � � �
S78°36'p� » LI M I TS OF � � � — � � (declination �2•). V � � O U `,,
14' E EASEM EN T — � � O '� � ~ "_
1 �D 5. According to the FEMA Mcap Panel 080054-0002 C (Revised May 1. 1985) = n @� � J
R 0 sub ject property does not lie in any 100 yedr flood pidin. W �J
GE _ . � � �
� P� _ _ QC Q
o� — — c� ,
R _ _ �, �
� � � � � - Certification �
, -�H _ _ -
� �R _
� � � � I, Michael D Heimbuck, a Registered Land Surveyor in the State of Colorado, N
.� � � do hereby certify that this topographic map was prepared under my direct
BAR SCALE � � � ` supervision, and that this map is true and correct to the best of my knowledge
0 5 10 20 � � � � � � and belief Date g�18/91
„ , � � O Job No
s�a�e � - �o � ,p�,I [' 910 6 6
, • / � ya'� � �A'y7' / ; � � �„,�,,,y�.�
��.• � � .• l , e►;�+�e !.s*�,r�w'� �w��„e,s�v�amy""" V S h e e t o f
� " s
Date Michael D Heimbuck
RLS 17488 � �
--
--- --�-� - — - - - �--.�........_.-.,-�..�
i
SHRUB PLANTING DETAIL TREE PLANTING DETAIL (Level Ground) TREE PLANTING DETAIL (Sloped Ground)
PRUME ALL DAMAGED OR DEAD WOOD DO NOT CUT LfADER.PRUNE IMMEDIATELY DO NOT CUT LEADER.PRUNE IMYEDIATELT
Pq1011 TO PLAMTIMG. PRIOR TO PLAITINQ PRIOR TO PLANTiNO.
3ET 9HRU� 1' HIGHER THAN THE �USE 3 (iUY ASSEMSUES PER TREE. - Ust i lil1Y AfuY�L1E8 �ER TREE
HElS'aH7 IAIM►CH lT GREW. � 8' BERM ON DOWN HILL SIDE
OF TREE TO HOLD WATER
OIO PLAMT �IT TWICE AS WI�E AND USE N�LON TFEE STRAPS AT END OF WIRE. UsE NrLON TREE tTMPS AT ENO OF WIRE.
NIt3H AS THf CONTAINER
USE'AQRIFpptif TABS AT MFG. STD. RATE. USE'Af1lliEORY' 7A�S AT YFO. STD.RAT&
, APPLY SPECIFIED MULCH. TAPER MULCH
12 (iUA�E QAIYAIOS�D W IRE 12 OUAG! GALYA10,2<D W IRE P LA N T M AT E R I A L S �
• OEPTH TO 1'AT ED(iE OF PAVEMENT.
/� PLANT pOOTOALL 2'HIOH
CJ1RE ltiALL BE TAKEN TO NOT -'%�\ PLANT ROOTa\LL 2'HI(3H
�� �• YAM�01 tlfE SHRUB OR ROOTBALL �, - SYM. BOTANICAL NAME COMMON NAME QUANTITY SIZE & CONDITION
• WMEN R[MOVIMG IT FROM IT'S
CGS(A) Pici� pungens Colorado Green Spruce 1 8' B&B DTC 57ects - Enpineers
CONTAIMEII. 24�i � • � � :. IYARKERS,;TYPICAL) 24'� �/4' P,r.C. YANKlRS(TYP:CAL) CGS(B) PICIi Pungens Colorado Green Spruce 4 6� BBIg 5325 South Valent ia �ay, SUItB 200
kin A n 1 1 2" M I i m B&B Enplewood, Colorado ae��i-2ses
A P il r m I i Qua s e 5 u t ste
5 o p u s t e u o d e s g p / 7� FAX 303 771 7641
303.7 6999
- — 4'TREE T�PE DECIDUOS TaEES ONLY) 4'TRE!TAP!(DEClDUOd TREES ONLY) 3 SB Amflanchier alnifolia Serviceberry 3 5 Gal
LOOSEN SIDES OF PLANT PIT AND WATEF
IN VrELL TO ELIMINATE LAHGE AIR ��� sPECIFIED IACKFILL M0x AND r-1/2 dPlCIFIED OACKFILL MIX AND Genesee Mountain Mix As Needed 3 1/2 Ibs per 1000 s.f.
■ ■ � ����■
;'e� •. 1/2 PIT SOIL 1/2 PIT SOIL ■■■. ■ �
POCKETS, -
: . . . ... o e u a�r ,�_
ALL JUNIPER PLANTS SHOULD BE DRIY!00"T'-dTAK! INTO UNDIeTURSED � 0 � ��� �
� PLANTED SO TOP OF ROOT MASS
DRIVE 30''T'-3�AKE iNT."J (,�17iSTUR8E0
■ ■ ■ ■ ■�■ ■
OCCURS AT FINISH �iRADE OF SOIL FLU8H W�H AD.IACEIi� (iqADE SOIL FLUSH 1NITH AD�ACEIfT tiAAD! LA N D S C A FE N O T E S � � ��� �
MULCH L.�YE� ■ ■ ■ .■... ��
i 1 Aii tree and shrub plantmgs shall receive a soil preparation-of
FILLp�pNTPIT WI�H S/2 SPECIFiED
SGiL MIX Ai1p 5/i PI; SOIL �EMOVE JPPEf 2/S RD'3 OF WGAE R!'MOYE UPPlR 2/S RD's OF WIAE rJ�% peat noss and 50% manure mixed Wltrl rJ�% of the planting pit soil. TI1Q ���i�8 Tsl��ahcne V��mpany
BA8KE i AFTEF i A�cc' i3 ":� �-a;. REMOVc \ �ASKET AFTER TREd if IN PIT. REMOVE
`rJlIIPA,^.TIED oACKFIL�MIX
'��r,
iWGPlE AND CUi AND REIkGsc su��aa �M�NE AND CUT AND REMOYE BUALAP. 2. All trees a�d shrubs are to be planted in a manner as indicated per
FOR TR'eES II LAWN ARtAS: IN'aTA�� FOR TREES IN LAWN AREA3: IN3TALL planting d�tail. Trees are to be staked, as indicated per planting detail, for (1 ) year �E
uf�Gri'cR Q�F CAUMBLING ROOTBALLS 36' r71A. STE:L EDGcR �:FC�E,F�v�Y 38' DIA. STEEL EDOER CIRCLE.FLUSH
v� �� BE REJECTED '��x x '���'� W3�Fi SGD. It5 i AL� 2' �c?;k ?�,� ��_� � ��2z WITH SOD. INSTALL 2' DEPTH PEA WALTER
�RAVEL ON INSIDE OF CIRCLE. 3. Shrub bed: are to be mulched to a depth of 3 1/2" with pole peelings.
� . . . ... ����-�=- o� �5��� �= �. :��;. GROUP
PROPERTY 4. All areas dsturbed during construct�on or grading shall be re-seeded
•• • LINE wrth Gene:ee Mountain Mix at a rate of 3 1/2 Lls per 1000 s.f. Seed
"' .., mix can be found at Rocky Mountain Seed Co. (623 6223).
••• � 5. Areas to be re-seeded located on slopes greater than 3:1 shall be THE
�� covered wth Jute Netting erosion control or approved equal and NORRIS COMPANY
�--� staked secarly to the slope. 2�13 L.ist Ninctccnlh ,1v�nue Suitc 100
I)�n��et. Cul��r,ulo 8O?O3
(3U3) �i6U-IIGG
�� EXISTING CONTOUR LINE �_<<�,�� t��.��,�,��,�;
PROPOSED CONTOUR LINE t..�n����.i��� ��r��,i���c�i�c
I'dth 1'1<<nnin� ,inci I)ctitgn
Sitc hl.i`tei I'I.inntng
~`" � I -7� COR(�I D 0� SYST�M
�''---' _---__
'--- �`1---.--..�-\-.._____ COLORAD 0 3
-�- � EXISTING RETAINING WALL f�ED SAND STONE ELEMENTARY
�����--- —``�'� �`'--- :
--_._1 =—.�`. • SCHOOL CE�LS I TE
4 CGS(�) 'T-- NEW CONCRETE SWALE VA I L , COLOf lAD O
__-- ,._.�_
� � e
3 SB � --- - -� `_._°--- �J1�73F3 t)92
-a--._.` '__-`�
� --�-�--�_
_ ___l,�� ____ ,.,.,��� �� �
NEW SI-ELTER ��� ~ �'` `'
' ` ---- ""--- ---.,_____ �`'y EXISTING 6" VERTICAL CURB
A ^� � � �
\ �"' ��� '�
�""�r��� `.'1
1 CGS(a� - ����'��
,
-_� �,
`�� °�- -
___, . ' 5 A ,_ - � � � , ' ,
� ~ � � � ��� 1 �9 16 91 PNEL I�.4I NARY
� i 2 �9 19 91 DRB
�
__ J � � / r,, T REVIEW
, � � � V V 1 °i � � �� � °° 3 p9 2� 91 CELLULAR OfJE
NEW CONCRETE STEPS
� - EW
� 4 1� a4 91 BIDDING
� �_z�-�
� �"r----� - -- - -
-- ---- -----------------DAT E�................� 5 la, 17, �I ����.1�TF:Ia�'T�C;�1
S/pEwA`K EXISTING CONCRETE STEPS �
t ��
, Town of Vail Community
Development
Plan Bu H fh Fire
�
❑ O ,
^��� vd ❑ �
,o e G
�� �
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p,RK�NG S
, EX�STING P �
O
�
Validity of Permit s
Sec 303 (c) 19 U a C
�r;; �suance or granting of a permet or approval af plans and
�,�a.��ications shall not be constru�d t� b2 a p�rr�it fcr, �r an
;.�proval of, any violation of any of the provisians of this code
EXISTING 6" VERTICAL CURB ;;- of any other ordinance of the �urisdication. The issuance oi
w r_�rmit basetl upon plansff cpal Ifrom the eafter requaing thle
nc,: prevent the building o
c�a�;ection of errors m said plans, specifications and othe� I -7� CO�R I D OR SYS1 L- M
r7 ,�
� J� ��-Z��� COLO(�AD 0 3
�"�s�,� oe�` ,,.�r�
�� R�D SANDSTONE ELEMENTARY
ASPHALT
s�ALE � " — 20" SCI-100L CELLS I TE
� VA I L , C0�_Of�AD 0
DR�V� •
o �0 20 40 $o - NORTH
ASPHp.�� . �AN DSCAPE PLAN
SEPTEMBER 19, '1991
`\N� _
E�uS-�\N�
PR�PE��Y
.
.
,
��
" (2) OPENINGS PER UNIT 3/4" T&G EXT. GRADE PLY1900D EXISTING POURED-IN-PLACE
� G E N E R A L N 0 T E S - S�PP�Y AzR �8�A?F.F.�TO TOP WAINTjD2"�NSULAT�ON (TypjNG o 24" O.C. REIf�FORCED CONCRETE WALL s� ' .� . � �
����:� :.���.� �k, �� «�� ..�,.��-k ,,r, .„ _ .� a� . ,� �
`.�'�*„�,r*�, ��;"�y ;�:._ , . :*-:. . , �`�..:,,.
1. RESILIENT FLOORING SHALL BE 12"x12" STONETEX Q �,� �r�.�.t7 � k�rt����ry�-� 3R�'�;�,�t.�" R� � , � �, S}r k: ��
' - RETURN AIR (14"x28") 5'-10" �;��� �
+t,y'� .v.���a r n.,,�".�. .' ' .,a x S.�
` 52127 "STONE WHITE" BY ARMSTRONG OR A.F.F. TO TOP NEWTON GROUND WIREWAY AT . -- _ � ' ��°"
E�UAL FOR ENTIRE SHELTER. �I EXTSTING WOOD COLUMNS 0 BAR CEILING R '�`� �°� . ��, _ _y , H ,
BE REPLACED W/ NE T 4x4x1 4 BLOCK �"� �'��V�y''��3.��.��-^��;� _.''�' ° r �' �
WS I FY� ��,�,°�.�. v.�, . �M��.
' " 2. BASE SHALL BE 4" ROPPE BLACK RUBBER (TYP OF 4) f2�: 7.43 -� " ,�� � 4�� h �
51 -6 VERIFY W/ ROOF COAX CABI_E � t*,4 ` 4�, �=�" �� _ t`��,.�, _� �
JOIST LQCATION SUPPORT COVE BASE. _ ` _
� SHEET Iv�TAL CABLE 3. PLYWOOD PANELS� CAULK ALL JOINTS PRIME ❑ — --- ----- — ----- -------- -- , - �e j4- � ;�'4}� c. � �� %� �w hf �
CHASE RE= 5A1 ' ' = � �'`"`1'� '° `" �"
PAINT PITTSBURGH #2541 "ABBEY". � � � _ BLOCK OUT OPENING IN � ,-. � ~
� FLOOR SLAB FOR CABLE , -�=��4� ����.��- �" ,t� . �
EX I ST I NG G MNAS I UM � ( N - I �� -�k �� � , , ((( ��
� FIN. FLR. e EL. 8242.1 ' 4 PA NTSPIDTT BURGH tt2541K 'A BEY�EEL JOISTS. EXISTING STAIRS 8 `� �TI-� � ENTRANCE - VERIFY SIZE ` ,. µ� � 5 �M1 ` �
a�#T 1uS�^ii - ` px
I I y 9 ' 1
_ } � y a e" .. w,y��... .. ��
° SEAL & FLASH ANY NEW ROOF BURIED COAX ( TO REMAIN I � ,� � N BURIED COAX CABLE � �' ' r *�n°'; ` °
N t4) 3 1/2" DIA. PIPE 5. CELLULAR TELEPHONE EQUIPMENT BY OTHERS - SH01NN � H U I � f � �r � ��w��rt ,�=wru-� ��a,� a-,Y�.��xs 't,4 � TM; � �M}�i�
� PENETRATIONS IN COMPLIANCE CABLE RE� GENERAL _ AC-1 I � w RE� GENERAL NOTE 7 - j ,
� W/ RO�ING MFR. SUPPORTS W/ 8'-0" H. tt FOR COORDINATION ONLY. cv � � � _ � — — �� r�. � . ' , ,� �� � �� �•�-� ` F �=t
►'�'- RECOVM,IENDATIONS WHIP ANTENNAS NOTE 7 I ' > OPENING FOR SCROLL r �� , � � � ; . r
: rS�... J '�W „V ` l n S. .
�, � � , � , FAN VERIFY SIZE .�"� �'`.� � y ,.�� �::'-.� ° , � , � �i. ,
�, � i. DOOR 1 SHALL BE 1 3/4'x3 -0'x7 -0 ' 14 GA. INSULATED � _ RE� M-1 � � RF-1 RF-0 , CF — — — — — — _ -,;���y�:w,�,., ,'.,:.., '� .,;�� ., ._W : , .
�5 .- HOLLOW METAL WITH 14 GA. HOLLQrV METAL I I � L (c) (c) (c) � • _ _ _ _ _ _ _ _ , ��� �_k. u,, �,T,, . n , „�n ,,, ;4" , ' „ ,;, �
FRAME - PAINT TO MATCH EXISTING DOORS & FRAMES. ' I I SURGE I' + �` �" '�: '`+��' � �+` "� `��4� l�`�`` � `� ��".��`
� �. ROUTE COAX CABLE IN BURIED 4" PVC CONDUIT MIN. ` I M ARRESTOR � - Architects - Englneers
HI & LOW ALM COl
' ' � � 4'-0" BELOW GRADE (3 RUNS MIN.) W/ 3'-0" � � TEMP ALARM PANEL I 200A MAIN i OTC 57
T 4 � EXISTING CONCRETE MIN. RADIUS AT ALL DIRECTION CHANGES. STUB I EXISTING CONG. WALLS I � � TRANSFER SWITCH ! 5325 South Valentia Way, su�te 2a0 � ,
�" q-1 SWALE � TO REMAIN -' c AG2 MARVAIRE � � � '• NEYV CONCRETE SWALE , En9�ewood, co�orado.8�111-29�3
& CAP 6 ABOVE GRAD E & FLOOR SLAB. N CONTROLLER �ANE� � 303.m.ssss FAX 303 771.7641
s`� . � DEDUCT ALTERNATE - BURY COAX CABLE MIN. 4'-�" �- � i ' TO MATCH EXISTING '
16'-0" 3P1'-DJ" � — — — — — — — � � TFP/RFP I • -k �:.�-. -_ �n ., ,r.� �.��., , x .�. � � ��. 1
ExisTiNG STAiRS �' 2�-0� DIA. MICROwAVE oisH � BELOW GRADE IN SAND & PROVIDE ORANGE � � O - — — - - --
TQ REMAIN �1''� EXISTING ROOF TO w/ 4"DIA. x 4'-0"H m - , . — — — — � ,� . . - . . . . . . . . . • • . . . . . �,
ISTING•DUMPSTER � • ,, BE REMOVED ' PIPE Sl1PPORT PER/ ANTENNA MFG. � ' VINYL BARRIER STRIP 1 -6 ABOVE CABLE FOR ENTIRE — ' 0 0 0�000� ;
�^EXISTING ROOF 8" -I 8 0 � o v o��� � ,
-. TO REMAIN 4 -� � � �' LENGTH & WIDTH OF TRENCN - STRIP TO READ � , ��� ` � ���
� -"BURIED CABLE". SEAL PENETRATIONS OF FOUNDATION TO BE REMOVED � FIRE 2�0A MAIN BREAk_R � GENERATOR o 0 0�o� �
� LOAD CENr(� �
+� & FLOOR SLAB WATERTIGHT. --_.�J''� � Q��� �
I ' __�;I NFW �M I TFR " �I :�- TIN�UISHER RECEPTACLE � � o 0 0�� �
�
� -===--1� �IN. �A. _� —_N — — — — — — — — — — — -
�,�''�� ..-�--...�--� 5'-0" 3'�4" `
-- i El-• 8'�42•15 T' -�� ( NEW ROOF ABOVE ._..�-'`'� A52 ` ROINFD_C NCRETE WALL � � ������
i NEW CONCRETE \ RE• 6A3 -�'``�'�� T _ 8° (TYP) RE� 5A2 The Mobile Telephone Compeuy
NEW CONC WALL & � i � SWALE �'�--�...��..�"....���.. '. 16 -0 .- � - 30'-0" •
GATES RE� DWG. A-3 �--J EXISTING 12" DIA ° M 3"x5". 24 GA. GALV. OPEN (2) EXISTING 12" �
CULVERT SET IN � ". DOWNSPOUT PAINT TO MATCH DIAMETER CULVERTS '� I I ��E
NEW CONCRETE CONCRETE BULIaiEAD
LANDING & STAIRS BUILDING �
� �ALTER
, NEW CONCRETE EXISTING 6 VERT. 1 1/2 DIA. METAL PIPE EXISTING RETAINING WALL
gyyp� 2 ENLARGED S I TE PLAN N�TH CONCRETE CURB 7 HANDRAIL & GUARDRAIL AND CONCRETE SWALE � � �ROIT�
NEW LANDSCAPING - PAINT (TYP� ,
a�= LANDSCAPING A-1 SCALE� 1 " = 16 ' -0" A-1 { �
, P� EXISTING CONCRETE „ . �,.�,,� �_,.� ....�•�k ��:�;.,.. .�,��-K �,. �_.�. ;.�_
SWALE �
.-��t..�
� , 3 SHELTER FL44R PLAf� no��, �t I —7� CORR I D OR SYSTEM
�ABIpN wA A-1 OVERSCO X CABLES IOVER 4Ax4 EWOOD COLORAD 0 3 �
PATH� APPRpXI �� SCALE� 1 /4" = 1 '-�" BLOCKING.
� RED SAND STONE ELEMENTARY
� p910/C380923 �F WALL MA TE ELE�q TI�N A T T \� e3� �
8273.5 oP � � SCHOOL CELLS I TE , ��
� COAX CABLES . � ,
DATABASE� `�ti� VA I L , COLORAD 0
db.tD
ar.n2 ' FL45HING MEMBRANE � �`b�,�`��`���'�,���aF r�,,��� _�< - ,�,w,... ,�� :.�.����a...��,.
O�ER 4x4 REDWOOD
629
' �3� — BUCKIN� AND 1 1/2" 91038.�92
�� srv�s: PROPERTY LI S86�76 � •66 WALLINING CANT AT 4,_��,o.c. ��,��, ,��q ;���,. � , , - � , a ` �
NE �l9 E (P) e�e MATCH EXISTING EXISTING ROOF DECK ���x �` �. ,
827e
8280 FLASHING. �
LRH/JFB/RJE
� �rt���.�A`E��m �.'���"` " F, ' _' ,
FOUND �5 REBAR KDC
SITE BENCHMARK� • ���;w...; --�'�r����;; __._ ..�.,;,�;�,���� . .� �. .,,.,
e2� ELEVATION 8289.3' � � -
e 8280 FOUND � � 1 09.1,6.91 PRELIMINARY
CON�qETE ---�. — — -- ._
�IT�N LINEp REBAR & CAP OVERHEAD 2 09.19.91 DRB
PLOTTING: y '
1. ���,, TELEPHONE CONTOUR INTERVAL 2' ' s ` —' � -- — — ._ _, LS 4551 ELECTRIC +Y� REVIEW ,
�+ ��NCRETE Kw RISER � � — � — -� LINE ° 3 m9.20.91 CELLULAR ONE -� �
, z. t.ow srn.e= ,
-�-- wA� AY NEW SHELTER � sz�a _ � REVIEW
a. �ar s�cir�� FIN. FLR. `J ( � 4 1�.04.91 BIDDING
ta outt��e� EL.=8242.15' - w THREE ' - f-� 5 10 15.91 pRB REVIEW
Stralpht Plot TOP OF PARAPET z— = 6UY -�` ' (a �p, n,q� �pN�j�'.��j(T'�p�,�
; 4.��� FjNISNEO EL.=8252.,5� 8� _ � � WIRES I �'____----�==== 4 CA�LE SUPPORT D ETA I L o
roP a� �-OOR E� � � N I A-1 „ , „ :
El, _ SECONp S T� = 8242 �5, r 1 ' S C A L E� 1 1 /2 = 1 -�
ARCHIVED: 8 2 6 9.20� R Y --`'� N o �� �
r R�� T W O 1 2" T ' ,
n� 250 S r �
qp ��E A N�S T O ' CULVERTS 8�s0— Q � - �
T E ,� MENTqR�, S NE ,--- z � � 0 � �
TAPE 60 �
Cy� NEW 2�0A MAIN _ 5 �
DISK 5 25 �L � � 1 5/8" UNISTRUT CONT. BOTH SIDES �
- A-1 �
DiSK 3 5 ' RETAINING FLOWLINE 2.5' � 4" ANCHORED TO WALL I " O �
�. �
WALL 8240�- W/ 3/8" DIA EXPANSION ��
BACKUP PATH• CONCRETE LINED I ANCHORS AT 3'-0" o.c. l
1 "V" DITCH � � ( � � � , �
, LOAD NG EX TAIR TELEPHONE BURIED ELECTRIC � {'� � .�`
pp� Q 6" VERTICAL CURB RISER CABLE � �;�'` r�
I � PRIMARY LINE >- � 20 GA. BENT METAL �
� NEW TRAS `� 3 PHASE 25 KV � � u' REMOVABLE COVER PLATE II .ri
� � ° � 20 GA. BENT METAL
E N C.�O S U R :- w ATTACH TO UNISTRUT ,�� m Ai I drawin gs and wr itten mater iai contained
�ar oATE• S I�E W �K E X I S T I N G � > � R E M O V A B L E C O V E R P L A T E :
09/28/91 ( PARKING ( a 18"O.C. II herefn ma not be duplicatetl, used or dfsclosed
EX STING without t�ie written consent of the architect
CLEATS � 18"o.c. PAINT
, 2 _ � � D PSTER � _ � COAX CABLES ATTACH TO HORIZ. C E
A_1 --� � °�--~ `-�'""� I UNISTRUT SYSTEM. ATRACH d I � B , p� E��E� � _ �� OF CO���
UNISTRUT TO EXTERIO 9 ' � � � P �O
EXISTING ASPHALT � ^ WALL � 3'-0"o.c. W/ 3/8" '` p
. DRIVE � I DIA. EXPANSION ANCHORS IIII
a - w � - ��`1l i�I t� �' �l�I L. ►� � �
_ . �.� �
0�0 N � �
. g�� VERTICAL CURB , � '-- � 5 CA�LE CHASE D ETA I L 6 iCA�L � � v G� �, </ �°113� �
� �
c� � ------------- AT -------------�-r-�" . I
� ( A-1 SCALE : 1 �� - 1 � _��� A-� SCALE � 1 ' _ �" ���SED p,RG����•
� AULTRON I FACE OF BLDG 4° ��_��� 4 T o 11 " = 3'-8" - , - <
5' X 5' PAD I BEYOND ,_ , 1 V2" DIA PIPE HANDRAIL - �
, ��.s_ ,
I �tt3 X 1 O �:0' 1 �-�,� CO�C.IDa EAT PRSL�VES IN ' _
� � 1/2" SEALANT
--\ PAINT TO MATCH EXISTING � I 7� CORRIDOR SYSTEM
_ _ _ _ _ _ _ � JOINT . _- COLORADO 3
A IN , FOUND REBAR & CAP of Vail Commumty
_, _ _ - -" _ � o . ,, . o,o•�, ent
�xI �I" P LS 16844 _ _ _ — — -- — — , •�• � ' °� RED SAND STONE ELEMENTARY
_ � � _. _ — - � �� __ � �• �o Plan Buil � Health Fire
° � � SCHOOL CELLSITE
; ,- #3 0 12' -�I � " RAD v d I� �
"' • �• •. • � T �,�., � � �`n �J � VA I L , C�LORAD�
� �IN� ASP�"� �RIVE ����F ,
. ,
� EXIS NEW REVEAL TO �4 0 12" E.W. II' ° � y�; - � � �
EXISTING 24" DIA. o o �� �33��w �P, MATCH EXISTING TYP ° a 4 �'���� �� �a � '�F � ��'" ^y "�� m I�T ' �` � � "`�
PIPE CULVERT UNDER 9� S77��%� °o -" I� �� tt4 �ePV�����(c�lgPefU�a C
DRIVE _ �j62•� tt4 DOWES X � cY, ���� �
C N O R� � �,. F�� e;�^��� �a n c e o r g r a n t i n g of a p rmit or ap proval of plans and
T - 1 C J � C O M P A;T E D 6" 6 6" # 'o.�r�,ations shall noi be const od t he p r o v is o n s�o f f t h i s c o d e S I T E P L A N �
� ' 42�� 1 � R�AD -������� FILL 3 0 12 E.W. _ ��� _
� , � _ .o °� e� inance of th �urisdication The issuance of n i ENLARGED S I TE PLAN &
= �8 � RON� AGE I I(I� 2X4 KEYWAY = d u on plans, spe ifications and other data shall
� ����� � _ TYP �� �� the ilding offic� from thereafter requir�ng the
, �i ° — � IPi f errors in said�ans, speciflcations and othe� SHELTER FLOOR PLAN �
s _ � ;. 3 tt� TYP — .. . =IIIIL �,. ' r� � � �.��a� � 6, w.. � , �, � -, - '
..
� � � c,F-.TE �b��� � i
g9�j,�J�� _ _. � � � _ NORTH p9 ,. _ ' ` `
R - 3 � _ _ - , SITE PLAN � . ►<< ,�� :o � � �
� F �+r• . = G's�� J
i '� A—� _ —r i
SCALE� 1 " = 3� '-0" = I� - �
NOTE� ALL ITEMS ARE EXISTING TO REMAIN OBTAINEDEFROM���LAND SURVEYAPROVIDEDCBY TIONS WERE ����I�IIIII —�I����I��' ALT DIRECTION � � — ,
' EXISTING CURB ST/'1�� ���GT Q� OF HOOK
U1�8_.ESS NOTED OTHERWISE. MOUNTAIN SURVEYING & MAPPING, INC., 7600 E. ARAPAHOE RD.,
� . �T ENGLEPlOOD, COLORADO, (303) 694-0461 . JOB N0. 91866, 7 � u
/ DATED 09/10/91 . A-� - . 4 { � -n-
. , v .. . ,„. ..�e z
.. _ _ .�,
< < , � ,
� crni � • �i� �� _ 1 , _��, . �e '_ . - � ��.� . . _� . - i
r` � r
� i �
� _ _ . - .� - -� - - — — _.. .
� , ` « COAX CABLE SUPPORT � � vlI �
, 8 -0 H. WHIP ANTENNA CABLE HOOQ
(TYP OF 4) RE� 14A2 �(3� \' � CABLE HOOD 8'-9" H. WHIP �-�°
ANCHTORED�TO EXIS�TINGSE �J3 ' '� � I�1 RE� 14A2 ANTENNAS (TYP) -
� � � �
� ' ROOF JOISTS RE� 13/A-2 �w �,� l �*-
2'-0' DIA. � 1/2" W. JT. W/
� � � � BACKFA ROD & t � .,a� �
4 , MICROWAVE D H / � - SEALANT/� • ��
POINTED T OWO JUNCTION �`� ��' �!..� �� '
A-1 � �, � ` �" ` ,
„�� MICROWAVE D ISH SUPPORT ,� �.w � '' � y�s� ;
� PEA! ANTENNA MFG. � ' ��.� ¢ w=�
+ IXISTIN� ROOF & W � EXISTING ROOF IN �`,; " `�
FOREGROUf� TO BE . a�°r �� " fr"�, r
� COLUMNS TO BE C LE REMOVEDQ �� ,
� � � ,r � . N �,
REMOVED , C TI� ��` ,� ��.� ,.w � -<�
COI�UCT� FEAD - PAINT � , r�, � '� �• �`x _
5A1 '
, ;,-
� � . � �. �
� I ING GRADE SHOWN
NEW PRECAST CONC. ���� '� � �""
• DASHED FASCIA TO MATCH � �
� � � HVAC UNITS AT EXISTING BUiLDING
:�,.�
� � � % � , �j �� % � � � j I NEW SHELTER Qj RE� 6A3 �ax
/ �'�� �
TO MATCH EXIST. BUILDING Y""" �`"� 1�2" W. JT. W1 5 24 GA. GI. CAP j�� �� �
s EXISTING CONC. WALL SEALANT " � ' `��.�� � � � P PE�GUARDRAIL.g,METAL ,�° ��` �° ��
TO REMAIN Fl-3 11 A-2 n MATCH IXISTING , �-� � � � � � ; ArchiteCts - Engineers
�. � HANDRAIL - PAINT TO
7 � �, � i �. — --� MATCH EXISTING ,,`�- 53 5 5outh Valentia way, Suite 200
� .1 ` ` . • • •• . _ / � ' ' � i � ¢ _ I TOP OF PARAPET /'� '�"` Englewood, Colorado 80111-2903
' CEDAR SI�ING � � , - , • �.-m � �, � , .r ,� r � El•=8252•15� 3m3.771 6999 � FAX 303.771.7641
. . _._ -� �w-- 4 . — '�``
�
� - - -
� `, �' � ` � � � REGRADE AS SHOWN ��` 0 0 ��!�0�� -
/ � i °
d I m 3 � AROUrD NEW SFELTER ��`'� 0�0 m �
I ( ' ' o� 0 0 � � ��� � � � ��
' � I � FINISHED FLOOR • FIN. FLOOR� , -- 0 ■ ■��■ �
__ J —�}
� -- � � � EL.-8242.15' �' COAX CABLE - RIRV �}_ � � , • • EL.=8242.15' ;� o � � ���� �
__ . � ~<,�
I � — � UNDERGFiOUND TO �., • .. �� � m ��0��� ,`� 1 ,
NEW SHELTER RE: ,�,.�
, � �___--� ►v�w coric�rE sw,a� GE�ERAL NOTE #7 :� i � ��� The Mobile Telephone Company
NEW POURED-I N-PLACE — — — — — 4 -0 ——� . T
CONC. WALL TO MATCH NEW CONCRETE SF�ET A�� f `
� EXISTING LANDING & STAIRS 16�-�� ---- -------����— _ 3'x5', 24 GA. GI. OPETV � ON�RETE �
� I� �„� I- -- -------�I�-g}�� � EXISTING SCREEN WALL &
� A13 � DOWNSPOUT - PAINT TO MATCH 2 PART i AL SOU ' H I �N -
EXISTING 12 DTA. BUILDING STAIRS IN FOREGROUN T RS I�ATCH ° '`� � �E
NEW EVUIPMENT SHELTER SHOWN DAS TING � WALTER
CUL.VERT SET IN POUREp-IN-PLACE CONCRETE " , 'f ^ � �� �
CONCRETE BULI4-EAD FINISN, MATERIALS, AND COLORS �,;�
TO MA CH D(ISTING A-2 SCALE� 1/8 = 1-�
� EAST ELEVAT I �N p 8�� _ =� � A D(ISTING a g{� ��1 �= T � GROUP
7 A-2 3/4 IXT. GRADE T&G _
PLYWOOD ON 2x2 FURRING ` . 4 3/4" EXT. GR
SCALE� 1/8" = 1'_0" 0 2'-0"0.c. 1 1/2' INiULATION *' ' ° PLYWOOD ON 2x R "
8 12 TYP. � > �� o 0 2'-0"o.c. �,� „�' `
A-2 BALLASTED MEMBRANE •
CABLE ENTRqN(:ELAB FOR 10 RO�ING OVER RIGID A-2 A-2 � 4" BASE , ?���- . � ' 1 1/ �� IN (TYP) ��:� I -7� CORR I D OR SYSTEM
- - -- -- � _ B.O.F. = 8240.25' - 12,-�" INSULATION — OPP. ' � � 4 - ��� COLO�AD 0 3
4,_�, � -B" � � HAND ' ° ,�� ,
PA1H' , EXTENT OF FLUID-APPLIED MAX �, -' � x x x � ' a � � 0 4
/ply/cofa3 ' 8" WATERPROOFING tu�MBRANE - 8 -�. TOP OF PARAPET a q�. o 0 0 0 . o. ° a �4 ° 12 , • e - �. RED SAND STONE ELEMENTARY
, °a• �8• ��• . g . � E.w. 2" � �r
q 9 F L U I D - A P P L I E D CLR. a � Ho�. �� ; t��. SCHOOL CELLS I TE
p91038092 � ,_6� � F I F1D VER I FY / � E L. = B 2 5 2.1 5 �9 a Q �s �a 8 0' ,
- --- - , � 5,_�„ $„ g
. ���� � . W A T E R P R O O F I N G • �'� VA I L COLORAD 0
DATABASE� I � STEP _ q-2 \ 6 ��� ,�, Q MEMBRANE & PROTECTION , o • �
a FOOTING � _ - \ �, u GRADE FILL e4 _ � J BOARD ,
Ob.w 1/2' ISOLATIO g�� �- � -- �� g�(O�p 1/2" ISOLATION - e °- ' ` e a r
ar.�2 5�_��� c� w LIGHT FIXTURES� �.` ••
�JOINT K
� � N ° �ppWN�p�� RE� 3/E-1 p JOINT � � ' EDGES/ MED 2'x4" KEYWAY `
2,_�„
� 1 RIGID PERIMETER , ,.' 91038.092
LAYER STYLES� EXIS�ING ; , B.O.F. - 8237.75' � � EXISTING INSULATION f TYP) , � , SPACING AND '>IZE `�"� �'" " � -- - ' ' q-x' _��: P °' '� �
C�1C. WALL � � � 4'-0" 48; 1 �_6'� ',*
� � GYM WALL POURED-IN PLA o' TO MATCH EXI�TING 1/2" ISOLATION �
► � � 6 -- 1/2' ISOLATION JT. CONCRETE WALLS W/ $ � � JOINT '�_�'- LRH/JFB/RJE
' ' ' 9 —. � 11 WATERPROOFING SEALER tt4 DOWELS x m ° " '�' D;T � '� 'a �� � . - _' � =F - . �31 �=
i i M A-2 A-2 � 1/4"/FT. ,�--� � A � 4" BASE (TYP.) � �g o 12' o � WWF ,�;
r, a KD C �
� � � „ 0 8,. , FINISHED FLOOR a ` , _ �
i i � ��, . 4 CANT.
5 C�ICRETE SLAB i i__ 8 CONCRETE : q-� 9 0 �e �'(� �w �� ;� '�° I
x x x ��' m�r�w ������ �'`���
PLOTTING. OP1 6" GRANULAR FILL � _-, i WALL TO T m � EL. ° 8242.15' 2"x4' a � � 8 q 8 q g g q g o � � 1 09.16.91 PREL I M I NARY p
W/ 6x 6 W 1.4x W 1.4 W W F ' r 'i � M A T C H E X I S T. � - � ' K E Y W A Y • o o° o 0 0 ' 6IL(�'�P J�A R 2 �9 1 9 g� RE gIEW +
� i � � 1 '-6" / � ti w , ,o p . o . • o o . e ��
�. s��ww � � i WALL FINISH � r- > , o _ o 'y
� I .-.�,, u o - . o , a�, o o p , o = .„
� � � ,c�' X ' e o o ► n s '�+„
?-wr�-S�t ' 8,� i i 6,� r�� TI � LINE OF ALL , , FILL I � (3) �5's � � > . o 0 0 � o � ,� P � � • • �
6 6RANULAR GRADE VARIES � z � 3 09 20.91 CELLULAR ONE �
a. R.or s�cca.� ---- - - -� � i i i EXTS NG @ BELO �.., ' _ � . . . a o d � . . , o o. � � REVIEW
To autf I le� � � __ _ yyq(,,,� �1 � RIGID PEAIMETER o• � 0 9 4 • � c • _ '' 4 10.04.9,1 BIDD ING
, INSULATION 6 0 , o e o � ' °' �;� 5 10.15.91 DRB REVIEW
Straipht Plot — — —— —— —— — — l � ' ' P �
4. a.or►�� B.O.F. = 8235.15' � �� i� ' 7 ( r = _ - _ - - - - - - - - - - � o o d _ yy Co (0, t7,ql C�N�t�l�.�"(DI�
--wr�-- , �__, , q-1 ' � , ' 6 - - - - - - - - - - ) � 6 4 ° _' •_� - M T :�`� �1
�2,_�„ L _ _ _ _ � _� � J R-3 I @ R-3 �� � I A-2 �4 0 12, ���
a�c�IV�: , FRAMING P - — �
r� � I � � '�, ALT. DIR. `
NOTE� '- � �
SIM. 6 � �
A_2 �E� T CONC. FASCIA PMEI�i 5 BU I �D I NG SECT I ON 2 � _��� OF HOOK � 6 2 � y �� v
TAPE 150 RE� 3/A-1 FOR STAIR �
TA� sa & LAND ING D IMENSIONS .��..�`'`f �
L — — — — — — �_.- � �7 `�► '
DISK 5.zs �-�..,,, NORTH .� A-2 „ , „ �;�; �
DISK 3 5 NORTH 4 ROOF PLAN o .� SCALE: , �4 =1 -� s ECT I ON �j '( r ,
BA(�Cl1P PATH 3 FOUNDAT I ON PLAN A_2 $�� „_ , _ „ 7 SECT I ON =
,�_ , _ „ . ,_ . A-2 SCALE� 3/4 1 � � � Q C�" �� �°�.. " � � �
a-2 �� � �� S C A L E� 1 /8 -1 0 (4� 3/4 0 x 0 6 H.A.S.� 3/1 6 2° A-2 �,_ � �, � '�` -
SCALE� 1/8 =1-0 ' SCALE� 3/4 —1 —� � ��'�
g� EXIST. o
' '�`�� _ `o' - w ~— GRAVEL STOP � �;y . ..... ..._..__ .DATE�U Z� � .
� I ( „ IuIETAL ..x. _ - - --•------ •-• - -_=�
� T�-.O. CONCRETE \ 3• 1 1/2 . � DECK Q a ^ 9 OVERFLOW OUTLET � "•-��
� EL - 8252.�5� ' ° METAL T.O. CONCRETE ° � � T ,� � � > �' �� e �g� �'v ,� m a,� � drawings and wr ttten mater ial contained
PLOT DATE� • • . ,
� herein may not be dupiicated, used or disclosed
esi2sist �� 4 ' D ECK EL a 8252.15' • ° ', ,. _ p °' `v. � ', . o �,, �'.
� , o ., � M�� � without the written consent of the architect
�.
�, � ° 6°° SLOPE DECK � � �,' ; �' Town of Vail Communiry �� F, �F C�LO
��JST. BRG. o' � MIN. �/4"/FT• � '. . � .- r . '� 'S�
� EL. - 8250.92' • ` 'e � , • _ Development ,`Q� 90
��JST. BRG. , ° � � o• , •g �' �' � 24 GA. �I. CONDUCTOR Plan Build Health F�r� N�� �
. , . •� '� EL. 6251 .15 . . � . • . o �(E I�I
(6) 3/4 0 x0 -6 H.A.S. ' , PL 3/8 x6 x0 -6 . , o BRIDGING 4 , . HEAD & SXJPPER -
1 1/2" � b' • 0 .° • •. ,'o ; ; PAINT TO MATCH CONCRETE �pproved p � ❑ Q ��, C P
�v 5�� o o• , •o EMBED � L3x3x1/4' CONT. ' • � �4 °����
.- . � .�� . � '� , C�nied ❑ ,^ n y, � �
� � O •4 .D 10K1 0 G�—�� ; . O ,e p ' �
�,, • • 5/16 4" 3/4" 0 EXPtl °•o . ; o. -a ° ' • ° 3"x5' 2� GA. G.I. DOWNSPOUT ,="'� FNS ��'��'�
.� . . Validity of Permit ���
� � • ° ' L4x4x1/2" CONT. BOLTS AT 12 , • 1P1K1 a 2'-0' . o PAINT TD MATCH CONCRETE ED AR�
Sec 303 (c) 19 U B C ,; , T,-v . , - „
� 0. � . .a . �
° ° ' IXIbTING CONCRETE L4x4x1/2' CONT. .
'� '� SCUPPER D ETA IL �hu r'ssuance or granting of a perm�t or approval of plans an � �`
Pl. 1/2'x8"x1 '-0" °. '� ° ' g WALL 1Q� ROOF SECTI ON saeiifications shall not be constr� e b i f r an� � - '
�x7��a�a� of, any violation of y f � �4��od I -7� C O R R I D O R S Y S T E M
M E A-2 S C A L E� 3/4"=1 ' -�d" A-2 S C A L E� 3/4"=1 '-(d" ar of any other ordinanc f the s{�n ce c�
ROOF SECT ION 6 �ermit based u o ans s ec �d�fa shall ���<<� COLORAD 0 3
. t. ��vent the ildin ial h er requirmg the ���
9 � f.... � � P P
8 _ 5'-4" 8' � 1 '-4' W. x 7'-9°���e�� W � � nd othe� �
, A-2 SCALE� 3/4°=1 � -0�� A 2 SCALE� 3/4��_� �-��� ,.�� 22 GA. �.z. H00 PROVIDE �<,a i° � £�.� RED SAND STONE ELEMENTARY
6'-0" "MTCROFLECT" TRIPOD � T E K S C f E W S, F L A T ' j -�fi
IuEMBRANE FLASHING 24 GA. G.I. 1-PIECE o o �,�pp� � • & I�OPRENE WASI�RSTO ATTACH ��p SCHOOL CELLSITE
CaVT. OVER TOP CAP FLASHING SECL�E TO D(ISTING ROOFING D(ISTING WALL ,.�= TO SIJBFRAIE - PAI a � � =ry- , .
WOOD BLOqCING W/ C�tT. CLEATS & INSULATION . AS D IREC E[ BY OWI� V A I L , C OLOR AD 0
OF PARAPERT fi' MIN. � & CAP FLASHING
CONTINUOUS FASTENER � � = T.O. CONCRETE PAINT TO MATCH EXISTING . . A ` ANCHOR FRAME TO � � ���
�. 8 x8 x6 Tf� TED BLOCKING 7/8°DIA. ANCHOR SLOPE � COAX CABLE PARAPET W/ DRILLED � ,Y
SPLICING CEMENT '� ,; , EL. 6 8252.15' TYp, o EACH LEG B O L T (T Y P. 3 R E�'D) BY OTHERS EPDXY ANCHORS m � 1
• , p . � CABLE SUPPORT _ Q
LAP SEALANT �, �� � _ MICROFLECT CATALOG #94�01 �� � � BIRD SCREEN L2 x2 x1/8 WELDED 3 �
CUT-OUT ROOFNG AS REQUIRED i 4 • " " � ��`
GRAVEL SURFACE OVER" � . 0 8' POU�ED IN PLACE TO IN;TALL BLOCKING. FLASHING CAN . n . � SUB FRAME - PAINT E X T E R I O R E L E V S . ,
SINGLE PLY Ma16RAl� °. . CONCRETE WALL W/ FLASH & SEAL PER ROOFING (TYP. 3 REQ'D) °• "� � 4 � TO MATCH HOOD '�
' ROOF ON 2,��1YERS • ° . �. WATERPROOFING MANUFACTURER FCOI+R+dENDAT �1S ' � A-1 � ,
MICR�LECT CATALOG .a ' � ' r
RIGID INSULATION � ' • " SEALER ° ° ttB1101 ° •. •.' � m � ,��
• • ° - • � . • f :- D ETA I LS , SECT I ONS
'� . � ,bIST BRG. cD •e' . ' o o m �
,;, .a EL. = 8250.92' o" , ,.g � '" N��
' BAR ' ' • ' "� _
" JOTST, , o , . • . o , � �<< = o : �,
r . ,° • • ' ��� �
. ' _ : � ,'�
' ° ° CONT. NAILER W/ ix4 SHIM L3"x3"x1/4" TfIANGULAR ISTING STEEL JOISTS , Q ; . � • . q ,
.4 . �0 5 x -
o; , ,'v (BOTH PRESERVATIVE TREATED) & I�ETAL DECK • . -
WELDED SUBFRA�E - BOLT VERIFY LOCATION - . ° ANCHOR SUBFRAIE TO EXISTING EXISTING STEEL
'o ; . o � � � 10 JOISTS o' � ,'o - JOI TS W/ 3/4" DIi BOLTS - SEAL JOIST 'o , A-i ;��A i
CONTIMIOUS ANGLE 3 x3 x1/4
• DECK SUPPORT . .o �� & FL SH ALL R�FINi PENETRATIONS EXISTING METAL 'e : 9 _ _
�, , DECK & ROOFING � CA�
12 PARAPE� � D ETA I L �3 ANTENNA TR I POD D ETA I L 14 CAB�E HOOD D ETA I� � &ECAPTIFLASHING °� ' �.o ��� � - , �
��� ,
� A_2 : �, .
. . . .
SCALE� 3/4"=1 ' -0" A-2 SCALE� 3/4"=1 '-0" A-2 SCALE� 3/4"=1 ' -0"
,
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o • Architects - Engineers
DTC 57
�� , 0 1X2 W/ BEVELED _ 5325 South Valentia Way, suite 200
. EDGES FORI�ED Engiewood, coiorado.801 1 1-2903
� Q �VE/� — 303 771.6999 FAX 303.771.7641
, • SPACING AND SIZE , , � , , , � , - - „�
NOTE� GATE SHALL BE COMPLETE W/ GATE , TO MATCH EXISTING � � ` Y
� v � � � OO��L.i
11 ,_3. LATCH, CANE BOLTS, ALL RE�'D. HI NGES $ 1� �_3� �4 D OWELS x � a� o p p p p �
HARDWARE SECURED TO STEEL FRAMING. _ � � ��
gu 4^ g�-g• FACING MAT'L. SHALL BE STAINED RABBETED g� 4� g'-g'
�, " ooao �oo �
BEVEL REDWOOD SIDING TO MATCH EXISTING TS-4"x4"x1/4"
NEW POURED-IN-PLACE GATE ON 2x4's BOLTED TO STEEL FRAMING. lTYP. BOTH SIDES) . � � ���� �
ovoo�OCl �
TS-2"x2"x3/16" 9 ' � ° � ��
oao0C7 �
CONCRETE WALL TO STEEL FRAME 2"x4' o � , � � ������ �
MATCH EXISTING RE� 3A3 � \ CONCRETE ��REDOIN-PLACE � KEYWAY o� p The Mobile Telephone Company
4 ' � 4 REMAIN , 4 GA LATCH ° o . � z
A-3 ' A-3 A-3 - (3) �5's . o � � i 1 i1�
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" ' S � � DIAGONAL 5 2 � _��� OF HOOK � � I —7� CORR I D OR SYSTEM
° 19/32 DIA.x18 L. CANE 19/32 DIA,x18 L. CANE
BOLT W� INPCONCRETE A'3 BOLT W� PNPCONCRETE T.S. BRACE A-3 _
COLORAD 0 3
PA1N�
/pig/colo3 ^ � RED SANDSTONE ELEMENTARY
p91038092 � TRASH ENCLOSURE ELEVAT I QN 2 GATE FRAME ELEVAT I ON � TRASH ENC�OSURE WALL SECT I ON � SCHOOL CELLS I TE
,
' A-3 SCALE� 1/4" = 1 � -P�'� a-3 SCALE� 1 /4" = 1 � -�" ' SCALE� 3/4" = 1 ' -�J" (SOUTH WALL ONLY - NORTH IS EXISTING)
DATABASE� � � VA I L , COLORAD 0
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db.C9 'x
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PLOTTING� ' ,
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.. REVIEW
� �
2. �o�o stnE= _
2 �D� i7, °II C��T�UG�"IDIJ
--r,o�-- �
3. �.or s�cu�+ .
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To outille� T
Straipht Plot
4 R.DT�� �
--NOPE- ��_� � � ,
�����_ ' Q�ri�� 5+���r �5 ���t
,--- ,
� FOR ROOF JOIST, METAL �
TAPE 250 ' '—� � ` -.
TAPE 150 • -- � FOR PARAPET CAP DECK, INSULAT�N & �
sm �� �- FLASHING RE� 12A2 ROOFING RE• 12�2 �
TAPE , V
DISK 5 25 ` ,
DISK 3 5 4 _ � � ��
BACKUP PATH NEW TS 4x4x7/4 W/ PL 1 2x4x0' 8 � �
" ANCHOR TO EXSITING CON . � � � � � � �
TOP OF CONCRETE WALL W/ 3/4" DIA EXP.
- , EL. = 8252.15' BOLTS - SHIM & GROUT A
- z • ( REQUIRED (TYP OF 4)
x T O W l�I O �' �'�� � �.
m Ail drawings and written material contained
PLOT QATE � herein may not be dupifcated, usetl or tlisclosetl
POURED IN PLACE , � without the written consent of the arch�tect.
����97 CONCRETE WALL GATE FAAME x
r � � `
STEEL STOP 1/2" W. JT. W/ ° �Y--- ---� ...�. - ----._. , ,`� O,p
----------._DAT ---�--�'--- { OF C OC
TS 4"x4"x1/4" I BACKER ROD & . � ,`P '9p '
TS-2"x2"x3/16" 1/2" PLATE HINGE P.C. PANEL SEALANT ' a O
� q - - WELD TO GATE i o , �� ���'��TA ��
FRAME �V'
W12x14 �a_���13�
a R E D W O O D S I D I N G �„ y��, a � a � o � Q �� °a PLATEx1/4" � x I° � o �- ti.,� µ, �
e _ <� V _ ,
" � � ° p x X N d ��^ ,���
° a � a a , ° 6x6xW1 .4xW1 .4 `� ¢ X � ���SFD AR�N� -
3 N
p � o �� � o p 4 ( � 3 1/2" W. JT. W/ ' .
� ° , � , 1/2" PLATE HINGE Y4„ x � BACKER ROD & � , ;� , 3 , - ,%,,,
a � �y P � - WELD TO BOTT. OF BEAM � SEALANT
� Q a o , 3 x6 x1/4' PLATE EL. = 8249.92' L 3"x3"x /4"x0'-4" ' I —7� C 0 R R I D 0 R S Y S T EM
I �. � �� I 4 � • ° � 4 AT 2'-0' T&B �
� 3/4" DIA. HINGE 4_ _ 4 _ COLORAD� 3
---�� -- \� I TS 4"x4"x1/4" PIN W/ COTTER PIN HOLE 8" CONCRETE WALL X
SET IN 1 �-�•x4�-�• o. �oN� �� � � RED SANDSTONE ELEMENTARY
� FOOTING � PL 1/4 x6'x6
N ' W/(4) 5/8"x 3'-3" HAS. 4°x3'-0" P.C. PANEL T��Ofx 1/A2� CONT�i - SLOPED � � � ,
1/2 STEEL�PLATE Y4 1/2 SEALANT 5/8 WR Gl'SUM BOARD , 6 AT QQ�'��opme°�" ��TS � SCHOOL CELLS I TE
� PIN W/NCO TER PIN �OLE 3"x6"x1/4" PLATE METAL J-BEAD � 4 , 20 NA. METAL
' WELD TO CHANNEL FACE PAINT T01�ATCHCEXISTING R-� V A I L , C 0 L 0 R A D�
Pian Buil Healthh Fire
4 5 6 7 ROOF FRAd���1C� � � �'� � ��A�tt�� ���.�� . - , , .
HINGE D ETAIL HINGE D ETAI� ROOF SECTI�N
,� n
�� _ , �� �, _ � �� ,� _ � �� �, _ �n .� "
A-3 SCALE� 3 - 1 -� A-3 SCALE� 3 - 1 -� A-3 SCALE� 1 1/2 - 1 -� � - SCALE� 1/4 - 1 -� T R A S H E N C�0 S U R E
.
Validity of Permit D E T A I �S A N D
' Sec 303 (c) 19 U 4 C
Fh� �ssuance or granting of a per m�t or aGproval of plans and g U I �D I N G S E C T I �N !
s^acifications shali not be constraQ� to be a permit for, or an
arproval of, any violation of any of the provisions of this code • _
�F of any other ordinance of the �unsdication. The issuance of , �,;;���� � , e;��-� , � _ � �a-
� � aermct based upon plans, specifications and other data shalf � ��,
� � � ' a.�� prevent the buildmg official from thereafter requiring the
�c.frect►an of e�Fars in said plans, specifications and othe�
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� Architects - Engineers
DTC 57
A ' I I 5325 South Valentia Way, Suite 200
� � ( I F �2 � /B p � Englewood, Colorado.80111-2903
�r ` I 303.771.6999 FAX 303.771 7641
. _ ,.
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MARVAIR CONTROLLER ' The Mobi[e Telephone Compflny
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WALTER
' GROUP
1 HVAC FLODR PLAN N��,
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�
COLORAD 0 3
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D91�3� SCH04L CELLS I TE
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DATABASE: � VA I L , COLORAD 0
db.CU �
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PLOTTING= THERMOSTAT SUBBASE 1 09.16.91 PRELIMINARY
,. ser aa ww�
HVAC GENERAL NOTES � HVAC �ETA I L NOTES 2 �9.�9.9, DRB
' . REVIEW
� W1 W2 RC RH Y1 Y2 TO EXTERNAL ALARM 3 09.20.91 CELLEJLAR ONE
2• i-°a° Srn�` PANEL PINS 55 & 56 REVIEW
'"�'" A AC-1 & AC-2� AIR SOURCE VERTICAL PACKAGE AIR COI�ITIONER. BY HALON 4 10.04.91 BIDDING
3�ro outr��iel�� 1 . THE HVAC CONTRACTOR SHALL PERFORM THE WORK IN ACCORDANCE WITH THE BEST MAFVAIR MODEL AVP36ACA, NOMINAL 3 TON 1200 CFM W/ 0.25" W.C. CONTRACTOR � IO,I'7��I Q7N�'RLe.�'Ibt•{
StraiyhtPlot ASHRAE AND INDUSTRIAL STANDARDS. EX'ERNAL STATIC. 240 VOLT, 1 PHASE, 60 HERTZ. COMPLETE WITH�
4, ��, ° . INTERIOR SUPPLY & RETURN GRILLES & DUCT EXTENSIONS FOR R Y BR W 6f �
._�__ 2. ALL HVAC WORK SHALL COMPLY WITH ALL APPLICABLE CODES, STATE, 8" WALL. �
LOCAL BUILD ING AND FEDERAL CODES, HAVING JURISD ICTION �. MODEL LL357-A LEAD/LAG CONTROLLER. ` RH Y1 Y2 W1 W� RC �----------- ----, � `
OVER THE CONSTRUCT ION. :. 5 KW ELECTRIC HEATER � ;'--'""-'-- - 7 8 Q9 �
ARCHIVED� �
r�E 25e 3. HVAC CONTRACTOR SHALL EXAMINE THE PROJECT SITE AND DISCUSS GENERAL RE- Og EXf-1 � EXHAUST FAN� (WALL MOUNTED THRU WALL DISCHARGE) DAYTON MODEL i � O � ______ __
,
TA� 1� �UIREMENTS OF BUILDING AND WORK PREFORMANCE WITH CELLULAR ONE. CONTRACTOR 2C�82. PROVIDE GRILLE. 12�V, 1 0, 60 HZ. �IARVAIR CONTROLLER �LL357 i � � � ~�
SHALL COORDINATE HIS WORK WITH THE WORK OF OTHERS ON THE PROJECT. � � ' O
rn� so CONTRAGTOR SHALL CONFIRM EXISTING CONDITIONS AND PROVIDE ALL LABOR � CLEAR { �. . '�
----- ' ------- ---------- �------ - - � ,
DISK 5 z5 AI� MATERIALS TO MAKE A WORKABLE AND USABLE SYSTEM. O HI(H AND LOW TEMPERATURE ALARM THERMOSTATS� PROVID E AND INSTALL , -- , --------------; � � -- -- -- � � �
DISK 3.5 TW( (2) HONEYWELL FARM-O-STATS ttT631A. ELECTRICAL CONTRACTOR SHALL PROVIDE .' � � ' , �------ ---- - 1 2 OO � � -
4. HVAC CONTRACTOR IS TO REPORT TO CELLULAR ONE ANY OBSERVATIONS OR CONDITIONS COPQUIT Af� SIGNAL WIRING TO EXTERNAL ALARM PANEL. SEE ELECTRICAL DRAWINGS. '
BACKUP PA7H: C W R Y C W� R Y i � OO OO O �
I WHICH ARE DISCOVERED IN THE BUILDING WHICH WOULD PREVENT THE FULLEST � � � � � � �
, USE OF THE HVAC SYSTEM. , ' ' ' ' ' ' ' '
` ' pO 24 HOIJR TIMER. DAYTON MODEL 2E026 12�V, 1 g, 60 HZ. ' � ' ' ' ' � ' � �
�---- i i i �---- i �
5. HVAC CONTRACTOR SHALL ARRANGE AND PAY FOR ALL FEES, PERMITS, AND INSPEC- CIfCUIT SCROLL FAN THRU 24 HOUR TIMER. � '----�---------� � � � � '
� TIONS CONCERNING HIS WORK. � � � I � -________L____L_�__1_____�______________� � HALON CONTROL PANEL
� � , , � � � �
O PR(VIDE WALL CAP WITH DAMPER AND BIRD SCf�EN -� AUXILARY RELAY BOARD
6. HVAC CONTRACTOR SHALL VERIFY ALL ELECTRICAL POWER CHARACTERISTICS PRIOR E i � � ; i i � i � m Af I drawings and wr i tten mater�a� contained
� PLOT DATE� TO ORDERING ANY MECHANICAL E�UIPMENT. TO MATCH FAN FURNISHED. � � � - � ' ' ' � ' NOTE: C01�'IGURE ALL hereln may not be dupl icated, used or disclosed
� � � � , ^ � without the written consent of the architect.
� esi�eia� � � � � � � � � � � RELAYS TO OPERATE
7. ALL LOW VOLTAGE WIRING SHALL BE INSTALLED BY THE HVAC CONTRACTOR. C W Y G R C W Y C R ON ZONE ALARM.
OIN:TALL AIR CONDITIONING UNIT ON WALL PER Iv(ANUFACTURER'S INSTRUCTIONS. ' _��u�.w.:�., �
ROVTE SUPPLY AND RETURN DUCTS THRU WALL AND INSTALL GRILLES. ���"'a�� ��°;�,�
8. THE ROOM THERMOSTATS SHALL BE CAPABLE OF BEING SET FROM 55 F TO 85 F. �'��:o�0��mm� �y �
,`�m� \S7"� � �?
9. A MAINTENANCE LABEL MUST BE AFFIXED TO MECHANICAL E�UIPMENT. TWO COPIES A/C tt1 A/C �2 ���o���' �°C°o��.
OF A MAINTENANCE MANUAL FOR THE E�UIPMENT ITEMS SHALL BE PROVIDED TO THE ° °�}
, OWNER BY THE CONTRACTOR. FACTORY WIRING �� ��� � "W�-�
� - FIELD WIRING BY MECH. CONTR. � ��� ��
1PJ. SMOKE DETECTORS SHALL BE INSTALLED TO AUTOMATICALLY SHUT DOWN THE AIR UNLESS OTHERWISED NO'ED. ,� c�" 6 �`�°� .
_ CONDITIONER WHEN SMOKE IS DETECTED. ��9 °° F'��°� -�
'�r.�'At�a� �m @P
� ENV I RONMENTAL C�NTROL PANEL SCHEMAT I C �A� °������
2 0� c��;��` ;
� � ��° �� ,�._�: „ -
M_1 � �� � 4� .
SCALE� NONE � �
, -�-�� � � F ��� L_ I -7� CORR I D OR SYSTEM
COLORAD 0 3
,
_oATE .1.����
�
�� � --�--���������������� RED SAND STONE ELEMENTARY
� � SCHOOL CELL � �
� � Town of Vail Communiry � VA I L , COLORAD 0 ��,�' ��� �
� Development
. � Plan Buil Heaith F���
� approved O � � '
� Oenied ❑ r �
Validity of Pe�mit
Sec 303 (c) 19 � a � H�AC P�AN
tt� �5suance or granting of a permit or approval of plans and
� ' " w�;cificatwns sha�l not be constru�d to be a psrmit for, or an .
' � �{�::roval of, any violation of any of the provisions of this code �n � ,
� �� �� any other ordinanc9 of the �urisdication The issuance of
, � �^rmit based upon plans, specifications and other data shall
. s��� prevent the building official from thereafter requiring the
corrECtian of errors in said plans, specif�cations and othe� _
, . d(a� " �� `1`�
J�
� !1 �
. • �
� ��r
f
/ \ • ' • �
, �1/y � � ._- "._ . .. _-.
�`�' ' �
_ PANEL A VOLTAGE 120 / 240 V 1 0 a w f A I C 10,000 A
ELECTR I CAL EQU I PMENT KEY NOTES o �.�SH PROVIDE V/ ISOLATED � MAIN 150A B� 225A
� SURFACE INSULATED (�OUt�D BUS � MLO ❑ FEED THRU
y LOAD �VOLT AMPS)/PHASE POWER FAILURE RELAY
1� ELECTRICAL AC SERVICE PAI�ELBOARD 'A', SuRFACE MouNTED. PANt3. SHAU. DESCRIPTION � BKR CKT A B � CKT BRK � DESCRIPTION _ ENC�.osuRE. s� D�. ��E-2.
, HAVE 225 AMP BUS, 150 AMP. 2-POLE MAIN CIRCUIT BREAKEA, RATED 120/240 VOLTS. .
� SINGLE PHASE, TFIREE WIRE, 42 CIRCUITS', NEMA 1 CONSTRUCTION, TYPE SQUARE D ��0 � SURGE APo3ESSTOR. SEE DET. 21E-2.
PANELBOARD. PROVIDE SUR(� PROTECTION, RE� DETAIL 2/E-2. A�� 1 4� 1 25H� 250m 2 � A/C �2
,
2 3 2500 2500 4 2 BUILDING LINE � � ,
O2 SINGLE POLE SWITCH FOR INTERIOR & EXTERIOR LI(�ITING CONTROL� SURFACE MOUNTED. LIGHTING � 5 1027 540 6 20 3 RECEPTCLES . ,
HALON PANEL 7 250 900 8 5 RECEPTACLES
, O3 EXTERIOR WALL MOUNTEQ LIGHT FIXTURE� MOUNT ON WALL 6'-9" TO CENT'ER OF FIXTURE. EXT. ALARM PArEL 9 25� �� 10 SCROLL FAN I DISCOI��CT SWITCH- -
FIXTURE SHALL BE SUITIBLE FOR WET LOCATIONS WITH INCANDESCENT 75 WATT, A19 LAMP 30A2P =USED a
AND POLYCARBONATE PRISMATIC LENS, KENALL �3737. WIF3ED VIA PHOTOCELL, TORK �2101. ENV• CONTRI- PAl`10- 11 250 360 12 1 TELE. BD, RECPT'L
� tSTEM-MOUNT PHOTOCELL ON ROOF, *24', ORIENTED NORTH. I 10A FfN
; • y�� , SPARE 13 14 SPARE MAIN SWITCH--
' � 4 TELEPHONE TERMINAL BACKBOARD 4'-0' X 3/4" PLYWOOD (PkINT WHITE) . RUN 25 �H'� �S� ° •
� F�CTIFIER 15 1500 16 (3�12?'/2'C
� 2 EMPTY CONDUIT UNDERGROIAVD TO PEDESTAL APPROX. 50 NORTH. SEE SITE PLAN & DET.5/E-1. 150A FRN-R SEE NCfE 1D1 .
DEDUCT ALTERNATE - ELIMINATE BAqBOARD & USE PLYWOOD WAIl PANEL. RE� 3/A-1 . 2 17 1500 18 �I�In SHEET =_2. 200A2P DPDT DTC 57 cts - Engineers
, N RECTIFIER 5 19 48p} 2PJ METER � ���� (3'�3/OTHW,1'�4G)2"C M5�gP 5325 South Valent(a Way, su�te 200
� 5 DUPLEX RECEPTACLE FOR TELEPHONE TERMINAL MOUNTED AT 6 -0 A.F.F. �
Englewood. Colorado 80111-2903
SWITCH 303 771.6999 FAX 303 771.7641
6 � HALON 1301 FIRE SUPPRESSION SYS. PAI�1.. SEE SPECIFICATIONS. ROUTE (2�22�1/2"C 2 21 4g� �2 TO GENERATOR �
' TO EXTERNAL ALARM PAI�EL. (RE� DETAIL 5/E-2). RECTIFIER 25 23 48� 24 SPAt� RECEPTACLE
O7 EXTERNAL ALARM PAt�EL� 2 25 480 26 � I PANEL 'A"
■ ■■��s�■
PANEL IS PROVIDED BY AT&T AND INSTALLED BY THE ELECTRICAL CONTRACTOR. TFE RECTIFIER 4� 27 1500 28 (3�3/OTHW�2C ■ • ■ ■o�■� ■ � u �r
ELECTRICAL CONTRACTOR SHALL RUN (2�22 CU) 1/2"C. FROM THE ALARM PANEL TO
■ a ■ �eo■ ■
� EACH OF TFE FOLLOWING ITEMS� 2 29 1500 30 ■ �o s•■
■ :asaa�� ��
HALON CONTROL PANEL 31 32
� SURGE ARRESTOR ALARM CONTACTS SPACE I
� MAGNETIC DOOR ALARM 33 34
MI(�I 7EMPERATIJRE THERMOSTAT �
LOW TEIu�'ERATURE TFERMOSTAT � s5 36 The Mobile Telephone Company
POWER FAILURE FtELAY SERVICE TRANSFORMER 1 �,
z� DC POWER FAILURE CONTACTS 37 , 38 BY tiOLY CROSS ELECTRIC
RECTfFIER ALARMS 39 40 120/240V� 10� 3W ?}TE ,
I11Z
g DUPLEX RECEPTACLE, MOUNTED AT 24" A.F.F. UNLESS NOTED OTHERWISE (TYP FOR 8). 41 42 � _ (1�4) 1!2�. GROI�ID TO WALTER '
g� AIR CONDITIONING UNIT �1 � 3 TON WALL MOUNTED AIR CONDITIONING 7T10 8930 5657 BUILDING REEL AND
I3/4°x10' C�OUND ROD GROUP
, UNIT, 24�v, 1a, s�z. 30 MIN CKT AMPS, CONNECTED 22,5 KVA � DEMAND KVA -
4R1 AMP I�AXIMUM FUSE SIZE -
• LIGHTING 1 •� 125X = 1 .3 f3�3/OTHW)2-1/2"PVC �
1� AIR CONDITIONING UNIT #2� SAME AS A/C#1. 2.3 1��x 2,3 SEE DET. 5/E-1
RECEPT. I101CW OR LESS) a 2 EX I ST I NG ELECTR I CAL ONE-L I NE D I AGRAM
' ' u • RECEPT. (OVER 10KW) 50X = �
' ° �1 60 AMP, 3 POLE DISCONNECT SWITCH WITH 40 AI+�, FRN-R FUSES. RUN (3 8 CU) 3/4 C.
• TO PAI�L 'A' AS II�ICATED. HVA� 1-�� �•25 z - 10 3 E'1 , � " COLORAD 0 3 SYSTEMS i
� 12 ENVIRONMENTAL CONTROL PAI�L� RUN SIGNAL WIRE TO EXTERNAL ALARWt PMIEL. AND LRGST MOTOR s RED SAND STONE ELEMENTARY
� � . PROVIDE POWEA WIRING AS II�ICATED. MIS�• 8•0 � 8•B NO SCAL ,
TOTAL D EMAND �•9 = 96 AMPS ' SCHOOL CELLS I TE
, 13 SCROLL EXHAUST FAN� , 120 VOLT, FRACTIONAL HORSEPOWEA.
, 14 TFERMAL OVERLOAD SWITCH, SIZE OVERLOADS AS RECOMI�NDED BY FAN MANUFACTURER. VA I L , COLORAD 0
16 24 HOUR TIIuIER� � 120 VOLT. CIRCUIT SCROLL FAN VIA 24 HOUR TIMER. �
•
i
� 16 � , B�� ��� �YLI�C�PRISMATICXLENS�WLITHONIAF�S6240A121d (TYP.�FOR�8?�.E � 91038.092 y
. .
' 17 ENVIRONMENTAL ALARMS� HIGH ArD LOW TEMPERATURE ALARMS. MOUNT 6" TRETICH ' �
� ABOVE EXTEANAL ALARM PANEL AND RUN o2#22)1/2"C SIGNAL WIRING �
FROM EACH DEVICE TO EXTERNAL ALARM PAI�EL. (DETAIL 5/E-2� . �E �
18 SPARE FUSE CABINET, SEE SPECIFICATIONS.
KDC
ig TWO PIECE MAGI�TIC DOOR ALARM, ADEMCO tt39-2. RUN SIGNAL WIRE TO EXTERNAL _ :=____' =_- � ° �'
ALARM PANEL. _ '
16 1 09.19.91 REVIEW
» =I f I(I ==____ I I I I I I-_ UI�XCAVATED 2 10.04.91 BIDD ING
�, O 200A2P MANUAL TRANSFEA SWITCH WITH SIA�GE ARRESTOR MOUNTED ON WALL ABOVE. m I n. 24 I I I I I I- _____ �I I�(- _
, SWITCFi SHALL BE RA7ED 24HV, 10 WITH I�U. & GROIJND BUSSES, PEMA 1 , TYPE =IIIII v � ' II�III=IIIII COI�ACTED FILL 3 �O, I?��11 C�Oti1�aT�,1GTiGN
S�UARE D �82254 OR APPROVED EQUAL. � n - �r�
.
� I w `
21 200A2P AUX. GENERATOR RECEPTACLE. WP. TYPE CROUSE-HINDS #AR2042 OR APPROVED EQUAL. min. 4' =IIIII � - -It4III SAND
, O � �
� = _ `
� - _I �
� 200A2P MAIN DISCONNECT SWITCH, 240V, NEMA 3R, TYPE SQUARE D H224tdRB OR E�. =IIIIII= ELECTRICAL OR TEL.EPHONE COI�DUIT �_5 � �
- -���1��
; ' 23 METER SOCI�T BY E.C. FOR UTILITY COIuIPANY METER. "
; ` � �
. 2 � .
5 ELEC . /TELE . TRENCH D ETAI� O .
. . - . . - . . . . . . . . . . . - . . �
� �
, E-1 � -
� , NOT TO SCALE PHOTOCELL
� , O Town of Vail Community
t
y Development .
M
#1� � TD 3 SHELTER L I GHT I NG Plan Build H altti F��d
� _ A/C UNITS � E_1 �� � p 4pproved ❑ ❑ p mAil drawinps and rrritten materla� contafned
; - , SCALE � 1/4 = 1 -0 here�n may not be dupl Icated, used or dlsclosed
Oenied p 1; f.�1 wlthout the rrlfiten consent ot the architect.
`x' ,.,,,�.,-...,�
��`e�l Do��y
� `�'o° iS�� Q�.�.
Validity of Permit �.���,��' e� � „
' ' Sec 303 (c) 19 U B C � e
r Q ,-
� I I the rssuance or granting of a permit or approval of plans and '� � � �`"`=� ` - �
� ' - a���if�cations shall not be constraed to be a psrmit for, or an m ��
II �• , � � �,,p�oval of, any violation of any of the provisions of this code ,,��. ��
�� of any other ordinance of the �unsdication The issuance of �� �A m��o:,�����4 �
; • �6 CU JUIu�ER TO , A ENNA COAX. ENTRY. . � p?rmit based upon plans, specifications and other data shall F�F COL��
I I � ' c�.� prevent the buildin official fro e
�- BUILDING STRUCT. S GEN. NOTE 7, SH.A-1
v STEEL - - - - ��(P.C�48iZ �� e��ors �n sa�d plans, specifications and ot e� ,
I I " * �
INTEANAL "HALO' GROl�1D RING, - - � GROUND Bl1S t�,��-;�
, I ( 1�2 CU MOUNTED 6" FROM SHELTER S SH. E-2. DETAIL 3/E-2 ����y�
� CEILING USING NYLON CLIPS 2'-0' O.C. .
` I � MINIMUM BENDING RADIUS SHALL BE 12' RADIO EQIJIP. GRIXJI�D BUS. �
, SEE SH.E-2. DE'AIL 4/E-2 9 A-1,3 g ,
'- - - - - � - - - -� � �` � �� � � COLORAD 0 3 SYSTEMS
, . 11
� � � � � - � � � - � � � � � � � � - � - r RED SAND STONE ELEMENTARY
, �1� TO MECH. E�UIP. ETICLOSURES (TYPICAU A-2,4 7 5 � A-7. �� � � 1 � SCHOOL �ELLS I TE
' DOOR FRAIuIE �� tt �10 CU TO SPARE FUSE CABIt�T � A-6 4 � �A-6,8 , VA I L , COLORAD 0},?� � t � �
2 CU TO 5-ROD , 10 12 17 A-14 �' _� . • .............� ATE��.��� , �
' GROUND, SEE �� 18 �
DETAIL 6/E-2 � �
` � TO _ --
� � - - � - � � � � � � � � � - � POWER , LIGHTING , & �
� . � p_11 A-9 p_12 GROUND ING PLANS ,
, �ROUND I NG NOTES •
1. ALl GROUND WIRES SHALL BE COPPER WITH GREEN INSULATI�1. 1 19 � ONE-L I NE D I AGRAM � � ,
' AB(�VE (�t0U1�, BARE TINPED COPPER BELOW GRADE. 8 21 � 23 � , D ETA ILS AND NOTES
, 2. USE 5/16' OR 3/8" NYLON CLIPS AT 2'-0' O.C. TO SECI�E WIRES TO WALLS. 13 14 15 � . ,
3. A11 BENDS SHALL HAVE A MINIMUM RADIUS OF 12'. •
� � � SHEL.TER I NTERNAL GROUND I NG PLAN 4. APFLY ANTI-OXIDATION COMPOUND TO ALL COMIECTIONS.
�
�
E_� SCALE � 1 /4" = 1 ' -�6" 5. USE C-TAP CONNECTIONS, T&B �54740, FOR Al1 WIRE TO WIRE COP9�lECTIONS. 4 SHELTER POWER PLAN _ -
; 6. SEE SF�EET E-2 ROR ADDITIONAL GROUNDING DETAILS. s . �
� , � E-1 SCALE 1/4" = 1 '-0"
7. GR(� SYSTEM SHALL BE TESTED PER SPECIFICATIONS APD SHALL HAVE A ,
� MI�IMUM RESISTANCE TO GROUND � 5 OF�lS. '
�, , . �
� � .
; '; _ _ ,
�
,
, � � _ �
' , I _ I 6rx6�X4M IVGIYIft 1 �IrL�S�
WITH DQOR AI� MOUNTING PANEL FOR ' ` , '
, � - - - - - - — - - - - - -- - � , �
' ( ' RELAYS, TYPE HOFFMAN ttA-6N64/A-6N6P , .
. � ', - - .
I I %°
� � � � � 1/4' X 4" X 6" SOLID l� 'PER I , I
WALL MOUNTED AT +96 . ,�ECURE TO
` ' � � � WALL WITH APPROVED IN�JLAT�iS. I I . ,
, Q � � � f,; I I (2�22) 1/2° C. ,
, `� . � O O O O � p�t�PI�NSL27 &�2g , , '
I I
� 7
- � � O O . O O � - � _2_ _
RELAY-SPDT RFlAY-SPDT � 3 .
, � � 12P� VAC COIL 120 VAC COIL � �qYS SHALL BE � 4 1 ,,., ,
� OMRON RELAYS
' I 120 VAC 120 VAC � �MJIPUAAC12fd y � � -5— — Atchlteots - Enpineers -
. �2/0 COPPER GROUND CONDllCTOR .- W/ SOCKET. � _6_ _ o�c �r �
� WITH GRmV INSULATION IIJ 1' � � 5325 South Valentla Mray, sulte 2aa
COPDUIT TO �ADIO E(�UIPh�EM � � HIGH TEMPERATURE ALARM � _ _ � _7_ _ Q3t�'o6.�Coloradf�3�:�s��
�� B�B� THE HIGH TEWPERATURE ALARM CONTACTS � 8
� E � ARE WIRED NORIutALLY CLOSED. A TEMPERATURE I � N C - - -
IN(�EASE (RISE) TO 85°F WILL OPEN THE � 9
L — — — — — — — — — — — � CONTACTS. SEE DRAWING M-1 L —�� o �Y — — _ '
� 10 ■ ���0ve■
� A � g �� (3�12 THWN? ii2• c. LOW TEMPERATURE ALARM _ _
--°° ° e u ar
TO PINS
� — — �K 11 & 12 HI TEMP ALARM � 11 ■ ■ ■ a��o■ �
THE LOW TEWPERATI�tE ALARM CONTACTS `
TO DI�CDMIECT SWITCH - SEE ONE-LINE DIAGRAM, SH. E-1. ARE WIRED t�RMALLY CLOSED. A TEI�ERATURE ( � N/C RED -TO PINS REp � 12 — ■ ■ ���o■ O
, ' DECREASE (FALL) TO 50 F WILL OPEN THE II o � 13 ■s■�■ ■ n�
' NO s 4 #12;U FROM POWER FAILURE RELAY DISCONNECT TO CONTACTS. SEE DRAWING M-1 I �y 13 & 14 LOW TEMP ALARM+ � — _ _.
UTILIY LUGS IN TRANSFER SWITCH. COM�ECT � 14 — ■ ■■��■e■ �. I�'
� D OOR ALARM L _ — J TO PINS R
COI�DI�TORS�TO TRANSFER SWITCN STUDS WITH THE CONTACTS FOR TFf IyIAGNETIC DOOR ALARM — � , �
N/C EQUIPIuENT R00'� 15 & 16 DOOR ALAR�,I 15
- 1 ARE WIRED NORMALLY CLOSED. WHEN DOOR �K (EQUIPMEM ROOM) BLK � 16 , �
� 3 ANT�NNA GROUND I NG D ETA I L � POWER FA I LURE ALARM RELAY SCHEMAT I C � �°sm�,A�pNTA TS WIL�L OPEN. � 17 — �`�E . �
E-2 NOT TO S(ALE P 18 _ WALTER
E'2 NOT TO SCALE -
, �`�,' 4 �12CU F�OM POWER FAILt�E F�LAY D ISCONNECT TO � �9 — ' GROUP
' UTILITY LUGS IN TRANSFER SWITCH. COMIECT - � 20 � �
CONDUGTORS TO TRANSFER SWITCH STUDS WITH � 21 '
�2 CU TO INTERNAL GROI� BLACKBURN �CTL10-516 OR E�UAL LUGS. - - —
0 0 � � 1/4' X 4' X 12" SOLID COPPER RING, SEE SH. E-1 . � _ ��_
� 22
WALL MOL�ITED AT +84 M. �� To � 23 COLORAD 0 3 SYSTEMS
� "', � • WALL WITH APPROVED INSULATORS. �qpE . — — —
k , � 24 _ I
. o 0 o O 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= EXOT}�RMI CALLY WELD TO � ?5 RED SAND STONE ELEMENTARY
PATM` POWER FAILURE ALARM � 26 _ SCHOOL CELLSITE - �
/usr/cellslta =IIIII�=IIIIII IIIIII=II�III=IIIIII-= ��D ROD ftypical for all A 240 VAC RELAY IS INSTALLm IN THE � , R TO PINS � �
�� 3'-6' MIN I I ground rod connectlonsy BUILDING TRANSFER SWITCH ACROSS ALL (
I(I i I=I I I I I —(I f I I I=I I I I _ PHASES OF INCOMING COMMERCIAL POWER. /C 27 & 28 A/C FAIL ALARM � 27 _ VA I L , COLORAD 0
DATABASEi =IIIIII= III= =III�II tt2 SOLID TIN(�D CU UPON A POWER LOSS, A SET OF NORMALLY � B� COkAuIERCIAL POWER B�K � Z8 _ ,
ab o CLOSED CON'1'ACTS WILL OPEN, GIVING AN � _ �
dr.naater � A�ARM' � ?9 _ r }
IIIII=III I=I II=CI = GROUND ROD (TYPICAL 5) 3� ��•� �I
1 • • 1
�'� STnES: `� �2/0 COPPER (�iOUND CONDUCTOR =—_— I I I I_ +24 VD C RECT I F I ER ALARMS R _ 44 _ �M�� y
WITH GREEN INSULATION IN 1'C. —�I I I I I'I I I I I I I I�—I I I I I I ALL +24 VDC RECTIFIER ALARM CONTACTS ARE T O P I N 4 5 � 4� _ I m C I
WIRED NOF�uIALLY OPEN. A FAILURE WILL CLOSE FUSE F�ILURE TO PIN 46 B�K FUSE FAILURE � .
� RE� DETAIL 6/E-2. TF� CONTACTS FOR TFE RESPECTIVE ALARM. ��_, UNDER YOLTAGE TO PIN 47 R p �_ _46 UNDER VOLTAGE ��
� THESE ALARMS APD AN 8 PAIR COMMUNICATION +2�. yp� � 47 _ ImC �
1�' 10' CABLE WILL BE PROVIDED AND INSTALLED BY � o RECTIFER FAILURE TO PIN 48 RECTIFIER ALARMS B�K � 4$ F�CTIFIER FAILURE �� ,
ERICSSON. ' MAINS FAILURE RED — - - MAINS FAILURE
TO PIN 49 � 49 2 8.84.81 B�D���
�.orrt�c= � OVER V(LTAGE TO PIN 50 B K � 5� OVER VOLTAGE '
; 3 lo, I?,�i1 GGN�Uv'�"1c�1
t.ser�+uu�= ,
1- LOCK �
2� `�'� �' � 4 RAD I 0 EQU I PMENT GROUND I NG D ETA I L 6 EXTERI OR GROUND D ETA I L � � �
3. ���, o
ro outrira� E-2 E- Q� 51 � `
— — — � �
NOT TO SCALE 2 NOT TO SCnLE — ��� . �
4 � MAINS FAILURE G
. Ror►�
52
HALON D I SCHARGE ALARM � 53 _ FUSE FAILURE � �,
� A SET OF CONTACTS INSIDE THE AUTOMATIC , �
�I�. _ OVER VOLTAGE �
HALON SYSTEMS CONTROL PANEL. ARE WIF�D � 54
rn� 25e . �� NORMALLY CLOSED. THE CONTACTS WILL OPEN TO PINS RE � 55 �
4 , , SJRGE ARRESTOR KE Y NOTES WHEN HALON HAS DISCHARGED INTO THE N�� � 55 & 56 HAL�1 DISCHARGE B� _ - - - �
TAPE10 . SURGE ARRESTOR� JOSYLN ELECTRONIC BUILDING, INDICATING AN ALARMED CONDITTON. A�� � 56 _ "
1 #1265-85. SEE SCHEMATIC �1 DRAWING M-1 � 57
DISK 3.25 . . _ — _
4 DC DISTRIBUTION FAIL ALARM ` � 5s �
DISK 3.5 . � MAt�JAL TRANSFER SWITCH.
�� PATM� SEE NOTE #3 6 LOAD-TO A SET OF NORMALLY CLOSED CONTACTS WILL R TO PINS R� � �9 �
LOAD CE�ITER OPEN DI�iING AN ALARMED CONDITION, N�� 59 & 60 DC DISTRIBUTION - - -
3 (3�3/0 CU) 2"C. 1 INDICATING A LOSS OF DC BATTERY —�� FAIL ALARM K � 60
DISTRIBUTION POWER TO THE RECTIFIERS. � — � `f
- - - 4 (3�3/0 Cli + 1�4 Cll GND) 2'C 6 2 ERICSSON WILL PROVIDE AND INSTALL THIS � 61' _ ,
r � ALARM AM CABLING. �Town�Vail Com umry mAll drswinps and rrltten materlal contalned �
. � , (1#4 CU. THWNI 1/2"C. ROUTm FROM (�OUI� SURGE ARRESTOR ALARM RED pmen nere�n ma not be,.dupilcated. used or disclosed
TO PINS RED � 63 velo w�thout t�ie wr I tten consent at the arch I tect.
� BUS IN TRANSFER SWITCH TO SYSTEM GHOl1VD. A SET OF NORMALLY CLOSED CONTACTS N�� 63 & 64 SURGE ARRESTER
�oT oa�: BOND CONDUIT TO GROMD CONDUCTOR - - —
�,1e,� 1 � � WILL OPEN DURING ALARMED CONDITION, � 8� ALARM 8 wld Health ire ,�..���
, PER N.E.C. ROUTE GROUND AS INDICATING A FAILURE OF SURGE ARRESTOR. (SEE DIAGRAM? — 6� � °�"`�
� F�QUIRED TO MAKE CONNECTION. ��oproved g ❑ p � ��°��� �� ��"� � `
�:�._
I I , , — — — _ " ��,����is�°���a�,,��
� #4 AWG THW (MINIMUM) INSULATFD COPPER WIRE 5 C�sn�ed 6 ,�, n - e �
I B�SR 2 Q (SEE NOTE tt3) . CONNECT CONDUCTORS TO LOAD � 6 7 ' � , W �
I � SIDE STUDS WITH BLACf�URN �GTL-516 OR EDUAL. - - - - a 7 �� . ��
- CASE #8 AWG THW INSULATED COPPER ED � - 0 '�� �
I e,�u� 7 � - SPARES ED TO PINS �sec��cjis e �B � � � ����
� WIRE. (SEE NOTE 2) THESE ALARM POSITIONS ARE NOT USED, AND N/� , 69 & 70 SP� - - - - � �'�b•��� �P �
I I 7 - - - -.- - - - - - ARE PRESERVED FOR SPARES. THESE ARE .. ntmg� a permit or approvai of plans and �F C�La �
� r — — �' �4 AWG THWN INSI�ATED COPPER pETER�IINED BY T}� CUSTOMER AND TI� RED TO PINS ��ec�i�r�� s ot� cQnstr�ed o be a psrmit for, or a�
� � � wr�. (SERVICE ENTRANCE BOPDING ELEVATION , � t E
{ � QPTIONS WHICFI ARE REQUIRED. ALL ALARMS N�� 7� & 72 SpqRE v o , a olation7bf an�f t e provisions of this code
, � _ _ � OF GROUND-S/G ANQ NEUTRAL-S/N) SHOULD BY WIRm NORMALLY CLOSED. - BL-K inance,�f the �uris ication. The issuance oi
SEE NOIE �2 I GRQUND NEUTRAL I A FAILURE SHALL OPEN TI�-E CONTACTS, . � ;}�rm�t base p�a�f ,-spes+#ic ions and other data shall
� BUS BUS � � �22 AWG SOLID WIRE (RED/BLACK7 INDICATING AN ALARMED CONDITION. , h�� ilding�fic�al fro thereafter requinng the +J
O INSULATED� NON SHIELDED CABLE, 1/2"C, co rection of irrsa�pl�7ts, pecifications and othe� ,
� � TO EXTERNAL ALARM PA(�L PINS 63 & 64. 74
,� I 8 I 4 �12CU FROM POWER FAILURE RELAY DISCOI�JECT TO PINSq{E �T ATE _
, � � Q UTILITY LUGS IN TRANSFER SWiTCH. CON�CT UTILIZED � 99 _ COLORAD 0 3 SYSTEMS
. ► C O N D U C T O R S T O T R A N S F E R S W I T C H S T U D S W I T H R E D S A N D S T O N E E L E M E N T A R Y.
9 • I � BLACKBURN �CTL10-516 OR EQUAL LUGS. � 1H0 ,
, , � -, • - SCH�OL CELLSITE
, -. �
� .;, � A�AR� ►�TES VA I L , COLORAD 0
, �
f � � �� � �' _ �
, , SJRGE ARRESTOR GENERAL NOTES �
� ' � 1. ALL ALARM WIRING SHALLBE �22 AWG. SOLID WIRE
` , I � '. SURGE ARRESTOR SHALL BE COt�JECTED TO THE LOAD-SIDE � (RED/BLACK) INSULATED NON-SHIELDED CABLE.
OF THE MANUAL TRANSFER SWITCH. ' , -r�� �I � �' �lA I L
� TO GF�RATOR � � I 2. ALARM CABLING FROM RIC-iT-HAND SIDE OF M66-1Rl0 . � '
� 3 RECEPTACLE GROUND BUS IN SURGE ARRESTOR IS UTILLIZED ONLY �
• BLOqCS TO INTERFACE ECJIPMENT WILL BE PROVIDED ` {
' I � �� AS AN EOUIPMENT CASE GROU(�. AND INSTALLED BY ERIC;SON.
�/ _
� � 3. NORMALLY �'E1JED (N/0) ALAPo�iS WILL CLOSE ON ALARh�D Q•�_.__ �&._ _ . ��!_...--•-----,DATE��-�-- ��
' _ _ _ _ '_ � :. WIRING FFtOM THE SURGE ARRE�STOR TO THE MMNAL CONDITION. NORMALLY CI�SED (N/C) WILL OPEN ON ELECTR I CAL
5 � - - - - - - - -- - - - 3 TRANSFER SWITCH SHALL BE 4 AWG, THW (MINIMiI�t) OR ALAF�uIED CONDITI�1.
AS SPECIFIED BY TI-� SURGE AF�ESTOR MANUFACTURER. � D ETA I LS AND NOT�S
• �R �. ALL COPDUCTORS SHAl.L BE FANI�ED OUT SMOUTHL.Y. �
��I� NO RIGHT ANGLE BEt�S ARE PERMITTED. CONNECT ALL �
, , LEADS A,B,N.G TOGETHER SO THAT THEY WILL BE ' � ' ;,
' IN CLOSE PROXII�ITY TO EACH OTHER. LENGTH '
SHALL BE AS SHORT AS POSSIBLE BUT NO LONGER " +
�-uw a �r.
� 2 SURGE ARRESTOR SCHEMAT I C �. SHOULD ADDITIONAL II�ORMATION BE RE(�JIRm, 5 EXTERNAL ALARM PAI�E� —
E_2 CONTACT JOSLYN ELECTRONIC SYSTEMS DIVISION, � - _ _ , '
. NOT TO SCALE SANTA BARBARA RESEARCH PARK, Box 817, so�ETA, � E-2 NOT TO SCALE
CALIFORNIA 93017 (805?-968-3551 ; �
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