DIR-2000-17b
b:IR-;2000 -/ 7
CITY OF CUPERTINO
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10300 Torre Avenue, Cupertino, California 95014 (408) 777-3308
To: Mayor and City Councilmembers
Chair and Planning Commission
From: Steve Piasecki, Director of Community Developmen~
Date: April 7, 2000
Subj: Minor Modification of ll-U-90 to allow three panel-antenna aerials on the roor or
the Apple Computer R& D Campus Building located at One Infinity Loop
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Chapter 19.132 of the Cupertino Municipal Code allows for administrative approval or
minor changes to a project. The Director reports his decision to the City Council and
Planning Commission in time to allow any Councilmember or Planning Commissioner to
appeal the decision within fourteen calendar days.
Applicant:
PLANCOM, Inc., 760 Market Street, Ste 711, San Francisco, CA 94107 ror Paci lie Bell
Mobile Services
Application:
Minor Modification of ll-U-90 to allow three panel-antenna aerials on the roof or the
Apple Computer R& D Campus Building located atOne Infinity Loop
PLANCom, the representative of Pacific Bell Mobile Services, had previously
withdrawn a request for a height exception to permanently approved an existing,
temporary cross polar aerial on the rooftop of the Apple Computer R& D Campus. The
request was withdrawn because of the perceived difficulty in obtaining approval or the
height exception and the availability ofa suitable design alternative that meets the City's
aerial height standards.
The original aerial proposal involved three antennae bundled into a single cyclinder.
Because of the long length of the Apple Computer building, the applicant required
additional aerial height to overcome a building shadowing problem that arfected radio
coverage. Telecommunications Commissioner Ernest Tsui reviewed this proposal and
suggested that if the antennae were unbundled, they could be moved independently closer
to the edge of the building, avoiding the shadowing problem and lowering the height or
the aerial. The tradeoff is having three shorter aerials versus one taller aerial.
The applicant has erected mock-ups at two of the preferred roof locations in anticipCltioJ]
of the application. The one to the rear is invisible from the Apple Computer parking lot
and public right-of-ways. The second one would be located where the "cyclinder" is
currently situated, but will be 3 feet lower in height and narrower in prolile (SL'C
photosimulation - "Proposed"). The third one can be observed II'om the west elev~ltioll
just south of the arched scaffold on building 2. This aerial is dit'licult [0 see heG1USe of
the arched scaffold and surrounding tall trees.
Findings:
1) Staff finds that the subject aerial as proposed will have a minimal visual impact
subject to the condition that the roof-mounted aerial shall be painted a flat gray color.
2) This approval encourages colocation of aerial facilities as there are two other CleriClI
approvals on this cluster of buildings: a) a GTE Mobilenet cellular installCltion Oil the
roof and a Metricom wireless modem aerial mounted on the wall.
3) The aerial augments an existing technology which complies with Federal
Communications Commission safety standards.
4) The antenna heights comply with zoning standards.
Action:
The Director of Community Development deems the modification minor and Clpprovcs
the revised rooftop aerial configuration based on the attached plan set titled "Apple
Campus 1 Infinite Loop, Bldg 2, Cupertino, CA SF-559-0 \" consisting or X shcets dated
3/18/00 and labeled Tool, A-I.\, A-1.2, A-2.\, ^-3. J, A-3.2, ^-3.3 & C-\ Clnd with thc
following conditions:
1) that if the aerial is not used for its permitted purpose for a period of I X months, the
aerial and its associated facilities shall be removed. The cost of demolition shall be
borne by the property owner or applicant.
2) that the roof-mounted aerials shall be painted a flat gray color.
This approval of the modification is effective April 7,2000. The fourteen cCllendClr dClY
appeal period will expire on April 21, 2000.
H :worddo/pbms5
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GENERAL NOTES
~I/
-N-
/I~
... DRAWINGS ARE NOT TO BE SCALED. WRITTEN DI...ENSIONS T"KE PRECEDENCE.
AND THIS SET OF PlANS 1$ INTENDED TO BE USED FOR DIAGRAMMATIC
PURPOSES ONLY. UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S
SCOPE OF WORK SHALL INCLUDE FURNISHING "LL .....TERIALS, EOUIP...ENT.
LABOR. "NO ANYTHING ELSE DEE"'ED NECESSARY TO CO"'PLETE
INSTALLATIONS AS DESCRIBED HEREIN.
B. PRIOR TO THE SUB...,SS,ON OF BIDS, THE CONTRACTORS INVOLVED SHALL VISIT
THE JOB SITE AND FAMILIARIZE THEMSELVES WITH All CONDITIONS AffECTING
THE PROPOSED PROJECT, WITH THE CONSTRUCTION ANO CONTRACT
DOCU"'ENTS, FIELD CONDITiONS AND CONFIR... THAT THE PROJECT .....Y BE
..CCO",PLlSHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY
ERRORS. O...,SSIONS. OR DISCREPANCIES "RE TO BE BROUGHT TO THE
..TTENTION OF THE ARCHITECT/ENGINEER.
C. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN "UTHORIZ..TlON TO
PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON AN'( ITEM NOT
CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/ CONTRACT DOCU"'ENTS.
D. THE P8"'S REP SHALL SUPERVISE "NO DIRECT THE PROJECT DESCRIBED
HEREIN. THE CONTRACTOR SHALL 8E RESPONSIBLE FOR "LL
CONSTRUCTION "'EANS. "'ETHODS, TECHNIOUES. SEOUENCES ..NO PROCEDURES
AND FOR COORDIN..TlNG ALL PORTIONS OF THE WORK UNDER THE CONTRACT.
UNLESS OTHERWISE DIRECTED BY P8"'S.
E. THE CONTRACTOR SHALL INSTALL ALL EOUIPMENT "NO .....TERIALS
"CCORDlNG TO ...ANUF..CTURER'S/ VENDOR'S SPECIFICATIONS UNLESS NOTED
OTHERWiSE OR WHERE LOCAL CODES OR ORDINANCES T"KE PRECEDENCE.
F. ALL WORK PERFOR"'ED ON PROJECT ANO .....TERlALS INSTALLED SHALL 8E IN
STRICT "CCORD"NCE WITH "LL ..PPLlCABLE CODES. REGULATIONS, "NO
ORDINANCES. CONTRACTOR SHALL GIVE "LL NOTICES "NO CO"'PLY WITH ALL
LAWS. OROIN..NCES. RULES. REGULATIONS AND LAWFlJL ORDERS OF ANY PU8L1C
AUTHORIlY, MUNICIPAL AND UTILITY COMPANY SPECIfiCATIONS. AND LOCAL
AND ST..TE JURISDICTIONAL CODES 8EARING ON THE PERFORMlANCE OF THE
WORK.
G. GENERAL CONTRACTOR SHALL PROVIDE ..T THE PROJECT SITE .. FULL SET OF
CONSTRUCTION DOCU"'ENTS UPD..TED WITH THE LATEST REVISIONS ..NO
ADDENOU"'S OR CLARIFICATIONS FOR THE USE BY ALL PERSONNEL INVOLVED
WITH THE PROJECT.
H. THE STRUCTURAL CO...PONENTS OF THIS PROJECT SITE/ FACILITY ARE NOT TO 8E
ALTERED 8Y THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE.
l. DET..,LS INCLUDED HEREiN ARE INTENDED TO SHOW END RESULT OF DESIGN.
MINOR ...ODIFICATIONS MAY 8E REOUIRED TO SUIT J08 CONOITIONS OR
SITU..TlONS. ..NO SUCH ...ODlFlCATIONS SHALL BE INCLUDED AS PART OF THE
SCOPE OF WORK.
J. SEAL PENETR..TIONS THROUGH FIRE-RATED AREAS WITH U.L. LISTED OR FIRE
M"RSHALL ..PPROVED .....TERIALS IF APPLICABLE TO THIS FACILITY ANO OR
PROJECT SITE.
K. PROVIDE.. PORT..BLE FIRE EXTINGUISHER WiTH" RATING OF NOT LESS THAN 2-"
OR 2-'" 08C WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT
..REA DURING CONSTRUCTION.
L. THE CONTRACTOR SHALL .....KE NECESSARY PROVISIONS TO PROTECT EXISTING
I...PROVE...ENTS. EASE"'ENTS. P..VING. CUR8ING. ETC. DURING CONSTRUCTION.
UPON CO"'PLETlON OF WORK. CONTRACTOR SHALL REP..,R ANY OA~E THAT
M"Y H..VE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY.
.... CONTRACTOR SHALL SEE TO IT THAT GENERAL WORK "REA IS KEPT CLEAN AND
HAZARD FREE DURING CONSTRUCTION "NO DISPOSE OF ALL OIRT. DEBRIS.
RU8BISH "NO RE"'OVE EOUIP"'ENT NOT SPECIFIED AS REMAlNING ON THE
PROPERTY. PRE""SES SHALL BE LEFT IN CLEAN CONDITION "NO FREE FRO'" PAINT
SPOTS. OUST. OR S"'UOGES OF ANY NATURE.
N. THE ..RCHITECTS/ENGINEERS H"VE ...ADE EVERY EFFORT TO SET FORTH IN
THE CONSTRUCTION "NO CONTRACT DOCU"'ENTS THE CO"'PLETE SCOPE OF
WORK. CONTRACTORS 81DDING THE JOB ARE NEVERTHELESS CAUTlONEO THAT
MINOR O""SS,ONS OR ERRORS IN THE DRAWiNGS AND OR SPECIFICATIONS SHALL
NOT EXCUSE SAID CONTRACTOR FlRO'" CO",PLETING THE PROJECT ..NO
I...PROVE...ENTS IN ..CCORDANCE WITH THE INTENT OF THESE DOCU"'ENTS. THE
81DDER SHALL BEAR THE RESPONSI81L1TY OF NOTlmNG (IN WRITING) THE
ARCHITECT/ENGINEER OF "NY CONFLICTS, ERRORS. OR OMISSIONS
PRIOR TO THE SU8""SSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF
DISCREP..NCIES THE CONTRACTOR SHALL PRICE THE "'ORE COSTLY OR EXTENSIVE
WORK, UNLESS OIRECTEO OTHERWISE.
Q. COOf COf.APLlANcr.
ALL WORK SHALL BE PERFOR"'ED AND INSTALLED IN CO...PLlANCE WITH THE
CURRENT EDITION OF THE FOLLOWING CODES "S ADOPTED BY THE LOCAL
GOVERNING "UTHORITIES. NOTHING IN THESE PLANS IS TO 8E CONSTRUED TO
PER...,T WORK NOT CONFOR""NG TO THESE CODES.
1. CALIFORNI.. AD""N,STRATIVE CODE: 1994
(INCLUOING TITLES 24 01< 25)
2. UNIFOR... BUILDING CODE: 1994
3. UNIFOR... "'ECHANICAL CODE: 1994
4. UNIFOR... PLU"'8ING CODE: 1994
5. NATION..L ELECTRICAL COOE: 1993
6. COUNTY ORDIN..NCES
P. PRIOR TO PLACEMENT OF EOUIP...ENT THE CONTRACTOR
SHALL VERIFY THAT THE AZIMUTH AND DIMENSIONS SHOWN ON THE PLANS
MATCH ACTUAL FIELD CONDITIONS.
1. CODE: "LL WORK DONE UNDER THIS CONTRACT SHALL BE IN CO...PLIANCE
WITH THE , 994 EDITION or THE UNIFORM BUILDING CODE OR SAN FRANCISCO
CITY "NO COUNTY BUILDING CODE 1990, WHICHEVER APPLIES.
2. PRECEDENCE: UNLESS OTHERWISE SHOWN OR SPECIFIED. THE FOLLOWING
CENERAl NOTES SHALL APPLY, INFORMATION ON THESE DRAWINGS SHAll HAVE
THE FOLLOWING PRECEOENCE:
... ALL DI"'ENSIONS TO TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS. SECTIONS AND DETAILS
B. NOTES AND DETAILS ON DRAWINGS SHALL T"KE PRECEOENCE OVER GENERAL
NOTES AND TYPICAL DET"'LS.
C. MATERIAL NOTES AND SPECIFIC..TIONS ON THE DR"WINGS SHALL TAKE PRECEDENCE
OVER THE SPECIFICATIONS.
3. GENERAL OET"'LS: ANO NOTES ON THESE SHEETS SHALL AlPPLY UNLESS SPECIFICALLY
SHOWN OR NOTED OTHERWISE. CONSTRUCTION OETAlLS NOT FULLY SHOWN OR NOTED
SHALL BE S'''''LAR TO DETAILS SHOWN FOR SI""LAR CONDITIONS.
4. SHORING: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL ALL
TEMPORARY BRACING ANQ SHORING TO INSURE THE SAFETY OF THE WORK UNTIL IT
IS IN ITS' COMPLETED FOR.... THIS INCLUDES UNDERPINNING EXISTING FOOTING
WHERE AlPPLlCABLE.
5. SAFETY: THESE STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. UNLESS
OTHERWISE INDICATED. THEY 00 NOT INDICATE THE "'ETHOO OF CONSTRUCTION. THE
CONTRACTOR SHALL PROVIOE "LL MEASURES NECESSARY TO PROTECT THE STRUCTURE.
WORK...EN OR OTHER PERSONS DURING CONSTRUCTION PER OSHA "NO OTHER
"PPLlCABLE SAFETY REGULATIONS, INCLUDING ALL SHORING. 8RACING "NO UNDERPINNING.
O. 1'AI!ilING AND FINISHES: ALL EOUIP"'ENT SHALL 8E P..,NTED TO .....TCH EXISTING
SURF..CE AND CONDITIONS.
PRODUCT LINE - SHERWiN WILLIAMS
~ PRI...ER - KE... "QU.. E61-W525
TOPCO..T -POLANE HS PLUS OR POLANE S PLUS F -63
BTS CABINET WASH - DT... WASH PRI"'ER B71 YI SERIES
PRI...ER - TILE CLAD HIGH-SOLIDS B62 WZIOD SERIES
TOPCO"T -+iI-SOLIDS POLYURETHANE 865 W301 SERIES
COAXI..L JU"'PER PRI"'ER - AS REQ'D FOR "DHESION. "PPL Y ONE COAT OF KE'" AOU"
.cAlll..ES W..TER REOUCI8LE PRIMER E61 W25 REOUCEO 2511
TOPCOAT -2 COATS COROTHANE II POLYURETHANE B65W200/86OV2
.!lML.SIlll. PRI"'ER - KE... BOND HS B50WZ4
TOPCOAT -2 COATS COROTHANE II POLYURETHANE B65W200/B6OV2
GAl VANIZE'D MFTAI ACID ETCH WITH COMMERCIAL ETCH OR VINEGAR.
PRI"'ER COAT 01< FINISH CO"T (GALVITE HIGH SOLIDS OR DT... PRI...ER/FlNISH.)
STAINLESS STEEL PRI...ER - DT... WASH PRI...ER, B71YI
TOPCOAT -2 COATS COROTH"NE II POLYURETHANE 865W200/B6OV2
PRF -PRI"'FD STm TOUCH UP "NY RUST OR UN-PRI...EO STEEL W/KE'" BOND HS, 8S0WZ4
ALUMINUM/COPPER PRIMER - DTM WASH PRIMER, B71Yl
TOPCOAT -2 COATS COROTH"NE II POLYURETHANE 865W200/B6OV2
CONCRFTF MASONRY PRIMER - PRO MAR BLOCK FILLER
~ TOPCOAT -2 COATS "-100 LATEX HOUSE ..NO TRI... SHEEN TO .....TCH
CONCRFTF -STUCCO EXISTING 2 COATS A- 1 00 LATEX HOUSE AND TRIM SHEEN TO MATCH
~ PRI"'ER - PRO "'AR MASONRY PRI"'ER 8-46-W21000
TOPCOAT -SUPERPAlNT "-80 SERIES "-89 SATIN "-84 GLOSS
.lI'QQQ PRI...ER - "-100 EXT. ALKYD WOOD PRIMER Y-24W20
TOPCOAT -2 COATS A- 1 00 LATEX HOUSE &: TRIM SHEEN TO MATCH
R. Llllildlill
,. STRENGTH: CONCRETE FOR THE PROJECT SHALL H"vE THE FOLLOWING ULTIMATE
CO...PRESSIVE STRENGTH ..T AGE OF 28 OAYS.
~~T10N i~~N~~~ l~~IG~~F ~UMP N~~:XTURE
2. INSPECTION: CONCRETE WITH SPECIFIED STRENGTH GREATER THAN 2500 PSI SHALL 8E
CONTINUOUSLY INSPECTED DURING PLACE"'ENT BY .. OEPUTY INSPECTOR E"'PLOYED BY
.. TESTING LABORATORY AlPPROVED BY THE BUILDING OEPART"'ENT.ROBERT YOUNG 01< ASSOC.
3. REBAR GRADES: REINFORCING STEEL SHALL 8E CLEAN DEFOR"'ED BARS CONFOR...,NG
TO AST... "61 5 AS FOLLOWS:
'4 "NO S"'ALLER BARS...................... GRADE 40
15 "NO LARGER BARS........................ GRAOE 60
4. CE...ENT: SHALL 8E TYPE II, LOW ALKALI, CONFOR""NG TO "ST'" C-150.
5. AGGREGATE: USED IN THE CONCRETE SHALL CONFORM TO AST... C-33. USE ONLY
..GGREGATES KNOWN NOT TO CAUSE EXCESSIVE SHRINKAGE. THE .....XI...UM SIZE
..GGREGATE IN CONCRETE WORK SHALL BE FOLLOWING:
... SLABS 5" THICK 01< GREATER................. 3/4" ASTM 6467
6. w"TER: SHAll. 8E CLEAN ANO FlREE FRO'" DELETERIOUS AMOUNTS OF ACIDS. ALKALIS.
ORGANIC .....TERlALS AND SHALL BE SUITABLE FOR HUM"N CONSU"'PTION.
7. MIXING: PREP"RATlON OF CONCRETE SHALL CONFOR... TO AST'" C-94. NO "'ORE THAN
90 ""NUTES SHALL ELAlPSE 8ETWEEN CONCRETE BATCHING AND CONCRETE PLACE"'ENT
UNLESS AlPPROVEO BY .. TESTING AGENCY.
8. SEGREGATION OF AGGREGATES: CONCRETE SHALL NOT BE OROPPEO THROUGH
REINFORCING STEEL (AS IN WALLS, COLU"'NS, CAISSON, ..NO DROP CAJPIT..LS) SO AS
TO CAUSE SEGREGATION OF AGGREGATES. USE HOPPERS. CHUTES. TRUNKS OF PU"'P
HOSE SO THAT THE FREE UNCONFINED F"LL OF CONCRETE SHALL NOT EXCEED 5 FEET.
9. SPLICES: SPLICES OF REINFORCING STEEL SHALL BE LAlPPEO .. ""NI"'U'" OF 30
DIA...ETERS "NO SECURELY WIRED TOGETHER. SPLICES OF ADJACENT RElNFORCINC
BARS SHALL BE ST..GGERED WHEREVER POSSIBLE.
10. REBAR CLEARANCE: ""N'MUM COVERAGE FOR JOISTS. BEAMS, GIRDERS. AND COLU"'NS
SHALL 8E TO F"CE OF STIRRUPS OR TIES. UNLESS OTHERWISE NOTED, CONCRETE
COVERAGE FOR REINFORCING BARS TO FACE OF BAR SHALL 8E AS FOLLOWS:
... CONCRETE IN CONTACT WITH EARTH. UNFOR"'ED... 3"
B. CONCRETE IN CONT..CT WITH EARTH, FOR...ED....... 2"
g: :~:t: ~'\!EE~~RR :.."#::::::::::::::::::::::::::::::::::::::::::::: 1; 1 /2"
E. STRUCTURAL SLA8S................................................. 3/4"
F. JOISTS.............................. ....................... ......... ........ 3/4"
G. BEAMS, GIRDERS, AND COLUMNS............................ 1-1/2"
S. EXISTING CONSTRUCTION
1. THESE PLANS. ELEV..TlONS, SECTIONS, "NO DETAILS ARE BASED UPON FIELD
OBSERVATIONS AND A REVIEW OF EXISTING DRAWINGS AVAILABLE. EXACT DIMENSIONS
SHALL 8E VERIFIED BY THE CONTRACTOR AS NECESSARY FOR FABRICATION.
CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE CO......ENCING WORK AND
REPORT ..NY DISCREPANCIES IM...EDlATELY TO THE ARCHITECT IN WRITING.
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BELL
DA TE: 07/23/98
ENGINEER: TH
DRAWN BY: BMJ
REVISIONS
@
IDA TE DESCRIPTION
rI./19/'IJ 80% CONSTRUCTION
REV. 0
Ill/111M BUILDING PERMIT
IN REV. , PER RF
llI/lIIM BUILDING PERMIT
I~ REV. 2 PER CM
11/17"" BUILDING PERMIT
I" REV. 3 PER CM
01/07/00 BUILDING PERMIT
REV. 4 PER CM
O3/OJ/OO BUILDING PERMIT
REV. 5 PER CM
03/11/00 BUILDING PERMIT
REV. 6 PER CM
INITIAL
APPLE
CAMPUS
INFINITE
1
LOOP,
BLDG
2
CUPERTINO,
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LEGEND
SHEET INDEX
T-1
A-1.1
A-1.2
A-2.1
A-3.1
A-3.2
A-3.3
C-1
PROJECT INfORMATION
PLANS
BASEMENT/ BTS PLAN
ELEV A TIONS
ENLARGED PLANS
ANTENNA DETAILS
DET AILS
ROOf SU RVEY
..
..NTENN" C"8LE (..8011E GROUND)
TELEPHONE SERVICE (..8011E GROUND)
POWER SERVICE ("BOllE GROUND)
GROUND RING (..8011E GROUNO)
"NTENN" C"8LE (8URIED)
TELEPHONE SERVICE (BURIEO)
POWER SERVICE (8URIED)
GROUND RING (8URIED)
NEW CONSTRUCTION
UNDESIGNA TED ITEMS
..RE "SSU"'EO TO 8E
EXISTING.
T
E
G
----A----
----T----
----E----
----G----
(N)
T.O.A.
TOP OF ANTENNA
LO.P.
TOP OF P..R"PET
TOP OF ROOF
LOW NOISE .....PLlFIER
B..SE TR..NSCEIIlER ST..TlON
P"CIFIC 8ELL MOBILE SERVICES
T.O.R.
LN..
STS
PB"'S
VICINITY
MAP
GENE RAL LOCATION MAP
\lA~u'''~o:i ~_~w~
WSl
/..
PROJECT SUMMARY
CONTACTS
P..CIFIC 8ELL ...081LE SERVICES ~CTION:
4420 ROSEWOOD DR. 8LDG.2 3RO FLOOR
PLE"S"NTON, C... 94588
TRED H"GLUND (510) 333-4033
~
ON DESIGN ..RCHITECTS
665 3RD ST. STE. 425
S..N FR..NCISCO, C... 94107
D..VlD ELI..S (415) 974-3565
-
APPLlC..NT / I FSSFF.
P..CIFIC 8ELL ...081LE SERVICES
4420 ROSEWOOD DR. 8LDG.2 3RD FLOOR
PLE"S..NTON, C". 94588
APPLE CAMPUS
1 INFINITE LOOP
CUPERTINO, CA
95014
eBQEElill...QWtiER;
"PPLE CO"'PUTER. INC.
I INFI~ITE LOOP
CUPERnNO, C.. 95014
CIVIl FNGINrFR
EV"NS SURVEYS, INC.
420 UNION "VE.
F "'RFIELD. C... 94533
(707) 426- 5348
ffiQ,lECT DESCRIPTION'
INSTALL NEW PCS ANTENNA ARRAY ON EXISTING ROOF
SF559-01
APPROVAL SIGN Off Of WORKING DRAWINGS
LXlSIlNG PROPtRTY INFORM" TlON'
"SSESSOR'S P..RCEL NO.:316-02-106
D"TE
PRINT N"ME
SIGN" TURE
it
~
..........
-
LESSOR "PPROV"L
RF ENGINEERING
RF M"N "GER
SITE DEVELOPMENT M"N"GER
INDEPENDENT CONTRACTOR - SAR
INDEPENDENT CONTR"CTOR - LUP
INDEPENDENT CONTR..CTOR - PE
PROJECT INfORMATION
APPlETREE
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SITE ACCESS INFORM" TION:
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GENE RAl NOTES:
KEY NOTES:
(This sheel anly)
F. MAINTAIN THE WATERPROOF INTEGRITY OF THE STRUCTURE.
WATER PROOF ALL EXTERIOR WORK, INCLUDING TELCO AND
ELECTRICAL PENETRATIONS.
G. DO NOT INTERFERE WITH EXISTING BUILDING SERVICES.
VERIFY INTERIOR TELCO AND ELECTRICAL ROUTING WITH
BUILDING OWNER PRIOR TO CONSTRUCTION.
H. DO NOT BLOCK EXISTING HVAC SERVICE ACCESS. VERIFY
WITH BUILDING OWNER PRIOR TO CONSTRUCTION.
A. BTS UNITS, PLINTH, ANTENNA, LNA AND
ALL ASSOCIATED MOUNTING BRACKETS
PROVIDED BY EQUIPMENT MANUFACTURER.
B. CONDUIT AND COAX CABLE RUN LOCATIONS ARE
SHOWN SCHEMATICALLY AND SHALL BE VERIFIED IN
THE FIELD PRIOR TO START OF CONSTRUCTION.
C. REFER TO ELECTRICAL DRAWINGS FOR ELECTRICAL
AND TELCO RUNS. USE DETAILS 2 AND 3,
SHEET A-3.3 AS APPROPRIATE FOR MOUNTING.
D. REFER TO ELECTRICAL DRAWINGS FOR ELECTRICAL
AND TELCO CABINETS.
E. DO NOT INTERFERE WITH EXISTING ROOF DRAINAGE.
VERIFY ADEQUACY OF DRAINAGE FLOW AT ALL NEW
EQUIPMENT LOCATIONS.
CD
(N) PANEL ANTENNA
- REFER TO STRUCTURAL DRAWINGS FOR
MOUNTING DETAILS. - SEE @
EXISTING ANTENNA TO BE LOWERED 3'
AND RADOME SLEEVE TO BE REMOVED.
6" ANTENNA COAX CABLES - SEE SHEET @
EDGE OF PARAPET
BUILDING FOOTPRINT
ROOF AIRSHAFT PENTHOUSE
(E) PARKING SPACES
AIR SHAFT (BELOW)
DA TE: 07/23/98
ENGINEER: TH
DRAWN BY:BMJ/JN
REVISIONS
CD
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@
I. ALL NEW EQUIPMENT PAINTED TO MATCH EXISTING
BUILDING.
A TE I DESCRIPTION
INITIAL
"'/19/98 807. CONSTRUCTION
REV. 0
119/1'1110 BUILDING PERMIT
Uf~ REV. 1 PER RF
119/1I/98 BUILDING PERMIT
REV. 2 PER CM
11/11"" BUILDING PERMIT
f" REV. 3 PER CM
02/07/00 BUILDING PERMIT
REV. 4 PER CM
03"'/00 BUILDING PERMIT
f'" REV. 5 PER CM
03/18/00 BUILDING PERMIT
REV. 6 PER CM
- * .
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APPLE CAMPUS
1 INFINITE LOOP
CUPERTINO, CA
95014
\
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SF559-01
NORTH DE A~JZA BLVD.
~
PLANS
A-1.1
ENLARGED ROOF PLAN
Scale: 1/20"="-0"
SITE PLAN
Scale: 1/64"="-0"
KEY NOTES:
(This sheel only)
CD
EXISTING LOCATION OF (E) BTS (,) UNIT.
- SEE@
(E) TELCO PANEL - SEE @
(E) ELECTRICAL PANEL - S~E@
PROPOSED PLATINUM RATED 1 5/8" COAX
CABLE RUN IN 6" CABLE TRAY - SEE ffi
(E) CHASE UP TO ROOF \f!Y
POINT OF ENTRY
(E) 8.~ PIPE (2)
(E) ELECTRICAL PANEL
@
@
@
@
@
(E) ELECTRICAL CONDUIT RUN
(E) PARKING
(E) COLUMN
(E) DOOR ACCESS
WAVE GUIDE PORT - SEE@
(3)
o
8)
@
@
o
@
1 ,,'-," r ,,-< r ",'-," r .,'-,"
, r
4'-0"
BASEMENT AREA
o
I
01
,BAS~ME~~~R~_,_,_,_,_,_,_,_,C_,_,_,_,_,_,_,_,_
r...
I
...
BASEMENT/ BTS PLAN
Scole: 1/8"="-0.
':.t
I
....
'"
01 i
.1 "
W A-A-A-A-A-A-A-A-A-A-A-A-A_.J
'0
I
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ELEVATOR PIT
- * '
~I/
-N-
/I~
DA TE: 03/03/00
ENGINEER: TH
DRAWN BY:JN
REVISIONS
A TE I DESCRIPTION
1'J/19~ 80% CONSTRUCTION
REV. 0
119/1'''' BUILDING PERMIT
"IN REV. 1 PER RF
119/))"" BUILDING PERMIT
IN REV. 2 PER CM
11/17"" BUILDING PERMIT
I" REV. :3 PER CM
02/07100 BUILDING PERMIT
REV. 4 PER CM
OJIn'IM BUILDING PERMIT
I"'IW REV. 5 PER CM
OJ/18/OO BUILDING PERMIT
REV. 6 PER CM
@
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a
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.....
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00 0:::
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(QL,~ """ a..
APPLE CAMPUS
1 INFINITE LOOP
CUPERTINO, CA
95014
SF559-01
PLANS
A-1.2
INITIAL
NORTH
Scale: 1/32"=1'-0"
ELEV A TION
T.OA
w
Vl
::>
0
I
f-
ZI '
w .,.
a. I
u. <0
o <0
a.
0
f-
,
-
'I
a
<0
WEST ELEVATION
Scale: 1/32"=1'-0"
T. 0 A
w
Vl
::>
0
I
f-
-~I Z
w
a.
~I .,.
I
-.,
0 <t)
f-
,
-
'I
a
<0
EAST ELEVATION
Scale: 1/32"=1'-0"
KEY NOTES:
(This sheet anly)
(2) (N) PANEL ANTENNA
-REFER TO STRUCTURAL
DRAWINGS FOR MOUNTING DETAILS.
(3) AIRSHAFT PENTHOUSE
o (E) ROOF PARAPET
8) (E) ROOF LINE
~ (E) GTE ANTENNAS
@ (E) ANTENNA
""'1/
-N-
/1"'"
DATE: 07/23/97
ENGINEER: TH
DRAWN BY:RS/JN
REVISIONS
A TE DESCRIPTION
08/19/98 80% CONSTRUCTION
REV. 0
119/18/98 BUilDING PERMIT
REV. 1 PER RF
119/1I/98 BUilDING PERMIT
REV. 2 PER CM
11/17/99 BUILDING PERMIT
REV. 3 PER CM
01/07/00 BUILDING PERMIT
REV. 4 PER CM
0]'''/00 BUILDING PERMIT
/W REV. 5 PER CM
Ol/18/oo BUilDING PERMIT
REV, 6 PER eM
@
d
d
W
00
D
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@
U
U .~
= @
Il&OO
=
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APPLE CAMPUS
1 INFINITE LOOP
CUPERTINO, CA
95014
SF559-01
ELEVATIONS
A-2.1
EXISTING WAlL
CONCRETE SLAB
SEE STRUCTURAl
TELCO PANEL
ELECTRICAl PANEL
PRIMARY
BTS CABINET
SHEET METAl COVER
EXISTING WALL
,
"l
I
"...
\
\
\
2'-4"
4'-0"
I
/
/
/
/
./'
./
,....
I
-
'-4"
--
EXISTING STRUCTURE
(N) CONCRETE PAD
SEt STRUCTURAl
A
PLAN
TELCO PANEL &
ELECTRICAL PANEL
BEYOND
ERICSSON SUB-BASE
1" CHAMFER TYP.
EXISTING SURFACE
SECTION
0~!~R~LE BTS MOUNTED ON s~~~/~="-O"
3
13'-0"
-'
-'
~
0-
W
CL
~
<(
CL
o
0-
<n
"l
(VSECTO R B 1200 0 RIENT A T~~L~ 1/4"="-0"
16'-0"
~
A
"
I
<n
"l
Q)SECTO R C 2400 0 RIENT A "Ic~~N'/4"=I'_0"
GENERAL NOTES:
A. EACH ANTENNA WILL BE INSTALLED WITH A LOW NOISE
AMPLIFIER (LNA) UNIT IS TO BE MOUNTED SUCH THAT
THE CABLE DOES NOT EXCEED 12'. (MOUNTING ON
THE SAME PIPE AS THE PANEL ANTENNA IS PREFERRED
BUT OPTIONAL)
B. REFER TO STRUCTURAL DRAWINGS FOR ANTENNA MOUNTS
KEY NOTES:
(This sheet only)
CD (N) PANEL ANTENNA
CD (N) LNA (BELOW) UNIT -SEE @
CD (N) COAX FROM BTS - MINIMUM RADIUS-SEE @
CD AIR SHAFT BELOW
CD ROOF PENTHOUSE
o ROOF HATCH
CD COLUMN
o ROOF OVERHANG
CD (E) ANTENNA
@ (E) COAX CABLE
@ (E) LNA
@ (E) PARAPET
-* .
SECTOR A
0" ORIENTATION
I
N
~-----~~
I , / I
I' / I
~ ',//
4 I "
/ ,I
I / , I
k~_____ '~
~~
(DSECTO R A 00 0 RIENT A TIOS~LE: 1/4'=1'-0"
~I/
-N-
/I~
DATE:07/23/98
ENGINEER: TH
DRAWN BY:JN
REVISIONS
ATE
DESCRIPTION
INITIAL
118/19/98 80% CONSTRUCTION
REV. 0
09/18/98 BUILDING PERMIT
REV. 1 PER RF
09/.ll/98 BUILDING PERMIT
REV. 2 PER CM
11/1//99 BUILDING PERMIT
REV. 3 PER CM
01/01/00 BUILDING PERMIT
REV. 4 PER CM
03/03/00 BUILDING PERMIT
REV. 5 PER CM
03/18{00 BUILDING PERMIT
REV. 6 PER CM
@
d 0::
0
d 0
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.......
W 0
00 0::
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APPLE CAMPUS
1 INFINITE LOOP
CUPERTINO, CA
95014
SF559- 01
ENLARGED PLANS
A-3"1
--'
""
'"
.'13
w
o
f5
'"
"-
'"
o
8"xS"x4" REDWOOD
SLEEPER~
(E) ROOFING ~
~PIPE MOUNT
~ BASE PLATE
ELEVATION B
ELEVATION A
D'
, ,
rSTEEL BASE PlATE
,[ , 2"(Il STEEL PIPE
<0 "
W
P LAN A
PLAN B
2"x2" ANGLE
J
3'
Q)SINGLE MAST MOUNTING FRAME PLAN
NTS
1/2". HILTI KWIK BOLT II WITH 2 1/4"
EMBEDDED IN CDNCRETE FLOOR 2 1/2"xl/2' DIA.
OR 2 1/2' x 1/2" DIA '" ;;; '. LAG SCRrw
LAG SCREW INTD JDIST ----'--;<,: .
"UNISTRUT" HANGER~' '''''.'
OR APPROVED EQUAL
NUT
FLAT WASHER
t;>
z
U
""
'"
lD
INTERIOR
rl (E) CONDITION
(8) 1 5/8". PLATINUM RATED
CABLES IN A 6" CABLE TRAY
Pl000 UNISTRUT
(CUT TR ~EQUIRED
~~~gJH~MUM
FLAT WASHER
LOCK WASHER
FLAT WASHER
NUT
G)~5~~;T RUT TRAPEZE N.T.S.
INSTALL A 4' WAVEGUIDE BOOT
ASSEUBL Y AT OPENINGS USED
fOR COU.UNICATlON CAIlI.B AND
A SOO>lG CloP AT SPARE OPENINGS
4" WAVEGUIDE ENTllY (B1118
BY UICROf1.ECT) OYER 5/B'
TYPE 'x' GYPSUU IlOAAD
4' WAVEGUIDE ENTRY (BI1 18
BY UICROfLECT) OYER 20 GA.
GAl.VANI2ED STEEL PLATE
IHBEDDED IN POLY 5EAU SEAl
t(l
\...
~~~ ~.~DL\' W. OPENING IN
_ AND STEEL PlATE
~ UETA!. STUD fRAMING
NO OPENING IN WALL
~EXISTING WALL --------
POLY SEAM SEAl.
~:~ WAVEGUIDE ENTllY
r2ITlli!QB
@~~~EGUIDE ENTRY ELEVATION NTS
".
o -'d_
~~f;
jj( I I
~i I I
I, I I
I, I I
" I I
'I I I
'I I'
II I I
II I I
II I I
I, I '
I, I I
I, I '
I, , I
't- I I
I,
II
I, I
l.!.-.j
II,
II I
II,
:~
(N) LNA UNIT
(N) COAX
FROM BTS
(N) PANEL ANTENNA
(N) STEEL PIPE - REFER
TO STRUCTURAL DRAWINGS
/- (N) PANEL
{, ANTENNA~
~')
'Ttf,' ,/
'J
fi:\ DUAL ANTENNA
~ PLAN
l!QIES; IF INADEQUATE
ROOM EXISTS ON PIPE
FOR LNA, MOUNT LNA
ON FREE STANDING
PIPE
@.PUAL LNA
PLAN
WHERE LNA'S ARE
MOUNTED BACK TO
BACK, DISCARD SECOND
BRACKET
(N) JUMPER CABLE
fROM LNA TO
PANEL ANTENNA
1/2". LAG BOLTS WITH
"N. 2" EMBEDMENT
(N) 8"x 8"x 4'
RE'DWOOD SLEEPER
~
(DSINGLE MAST MOUNTING FRAME ELEVATION
PW807A32 NTS
(N) BOOT FLASHING
WHERE OCCURS
SEE DETAIL
~
(N) PANEL ANTENNA
POLE MOUNT - SEE STRUCTURAL
f
Ib _____ (N) PANEL ANTENNA
v POLE MOUNT CONNECTION
S.S.D.
(E) BOX BEAM
(E) STRUCTURAL BEAM
PIPE MOUNT - SEE STRUCTURAL
@SINGLE MAST MOUNTING FRAME SECTION
PB81 1 M32 NTS
~I/
-N-
/I~
DA TE: 07/23/98
ENGINEER: TH
DRAWN BY:JN
REVISIONS
IDA TE I DESCRIPTION
INITIAL
1ll/19'" 80% CONSTRUCTION
I~ REV. 0
1Il/18'" BUILDING PERMIT
I~ REV. 1 PER RF
IIl/JO'" BUILDING PERMIT
I" REV. 2 PER CM
11/11/99 BUILDING PERMIT
REV. 3 PER CM
02"7/00 BUILDING PERMIT
I' REV. 4 PER CM
03"'/00 BUILDING PERMIT
IW REV. 5 PER CM
03/18/00 BUILDING PERMIT
REV. 6 PER CM
@
d a::
o
d g
W u..
00 &
1'0
II ~~
m :J <I:
~ CD Z
U .a::
.- a:: 0
U ~ O~
= ~ :5i:3
IL&", m ~:Z
= Wo
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_ oz
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~ -g ~~
(QL ~ :: a:
APPLE CAMPUS
1 INFINITE LOOP
CUPERTINO, CA
95014
SF559-01
ANTENNA DETAILS
A-3.2
"B-L1NE" ALUMINUM
LADDER TYPE CABLE
TRAY SYSTEM
ATTACH TO
SLEEPERS PER
MFG'R'S SPECS)
NOTE: MAKE NO PENETRATIONS
RUNG 0 INTO EXISTING ROOF SURFACE.
1Z" O.C.
EXISTING ROOF
SURFACE CLEAN
ALL DEBRIS ~
, I
BTS
PLINTH
SUB-BASE ~
@~~~z UNIT SCALE: 1/Z"=1'-0"
Q})~5~J~LE T RA Y @ R~~~ SCAlE NJ.S.
.sK.Y!EY!
--1 t-Z.7"
h-
REAR VIEW
~
~
I II
I
TOP VIEW
...
""
!II I j mJ .-U
IFZ
~I
01
I
-...
~-
STAINLESS STEEL
CLAMPING RING
PORTAlS PLUS NEOPRENE SILICONE SEALANT BEAD
RETROFIT FlASHING OR
PIPE BOOT AS REQ'D BUILTUP ROOFING
6" MATERIALS.
NOTE: CONTRACTOR SHALL
LAP VlERIFY EXISTING ROOFING
IMIN MASTIC PER MFG SPECS.
/ PIPE/ANTENNA
COLUMN SUPPORT
SILICONE CAULK
PORTAlS PLUS
EPDM CAP
r PORTALS PLUS
ALUMI-FlASH
ALUMINUM BASE
FlASHING
MASTIC
ASPHALT, CTP, COLD PROCESS, MODIflED BITUMEN
ADAPTER RING PIPE SUPPORT
CLAMP TYP.
~ " SILICONE SEALANT BEAD
SYNTHETIC SINGLE PLY ...
G-4DO SEAM ADHESIVE ... " '.. PORTALS PLUS EPDM
APPLY PER MFG SPECS1' RETROFIT FLASHING
HIGH PROFILE, OR EOUAl
SILICON EDGE i ROOF DECK
CAULK - '"'
ADAPTER RING 'iJ~
CLAMP f -
(N) ROOFING
MATCH (E)
~
PROOFING ADHESIVE
8) IPE FLASHING PER MANUFACTURER
PB80ZQ3Z
2" ," = 1'-0"
'U'U'u
u 'U
~///,
EPDM/SYNTHETIC MEMBRANE ROOfING SYSTEM
~p~8;JzROFIT PIPE FLASHI~"~ 1'-0"
I. " 1 AS REQUIRED
(E) ROOFING
16 GA. SHT. MTL. COVlER.
I MOUNTED TO Pl000 UNISTRUT.
SPACE UNISTRUT 0 48" O.C. MAX
- -- -=- -- -- -=- -=--- -=--...:-------=-----;;,1
BEND 90'----': COAX CABLE.
dill ~ ~ dIIl:1 REFER TO DETAIL FOR SIZE MAX
f'~~ /-~ /-~ f'.!:-~ n MAX (IZ) 1 5/8". SECURE W/
(~ rJ ))( rJ )) ( rJ ;)~ rJ' II UNISTRUT PIPE CLAMP.
~"-~Ill~"-""-lIL~...JIIL,,""-~Jl -
'~;::- -.. - - -,.. ~;:- -<:>'- - -... - tilllli:; BEND 90"
":}======='\/"======~-- PAINT SHEET METAl COVlER
\' 'of TO MATCH SURF ACE OF
I/Z" DIA x Z" LAG BOLTS MOUNTING AREA.
SHAlL NOT PENETRATE ROOF
CAULK ANCHOR HOLES PRIOR TO NEOPRENE PAD W/ ADHESIVE ON
INSERTION WITH "SIKAFLEX" CAULK BOTH SIDES. CLEAN ROOF OF ALL
.----------------- DEBRIS.
--EXISTING ROOF.
UNISTRUT Pl010U SPRING NUT WITH
MATCHING BOLT AND LOCK WASHER I
BEND 90' ~ UNISTRUT V-
4X4 PVC SLEEPER CONTINUOUS NEOPRENE
036" O.C. _ STRIP
QJ)~~~ ANTENNA SCALE: NTS CB~~A~X SUPPO RT @ ROOF N.T.S.
3/8" DIA GALV U-BOLTS ~
AROUND SUPPORT \ I '-/
TOP AND BOTTOM
LOW NOISE
AMPLIFIER 0
(LNA)
Z 1/Z" STD. PIPE
1 3 P~8~4~~ MOUNTED P ANE~~/Z" ~1 10" 0~;3~~~' DETAIL WEIGHT: 9 ~~SS. 0~~A~DUIT PENET RA TION(I~,~:> G)~5~D~DUIT SUPPO RT @ RO~f.
ANTENNA AND COAXIAL CABLE SCHEDULE
ANTEN.... _ SECTOR ANTENNA AZIMU1l< I~ lD\XIAl CAII..E CAIllJ: cooc
A-I A MOOR CAIllfWAl'E smrMS ~ ~
CAII..E 2 AIT
A-2 A l<OOEl CAIllfWAI'E SlSTENS ~ ~
CAII..E 2 A2T
A-J a NOOEl CAIllfWAI'E smrMS ~ ~
CAII..E 2 All
A-' a NOOEl CAIlI1WAI'E SlSTEMS ~ ~
CAll..E2 MI
A-S C NOOEl CAIllfWAl'E SlSTENS CAIllJ:\ A5R
CAIllJ:2 ASI
A-6 C NOOEl CAIllfWAl'E SlSTEMS ~~
JQltS:
1. AU ANIENMAS 10 lIE FURNISl<ED WITH DOWNII. 1 aRACKETS. CONTRACTOR 10 COORllrlAIE
RECUUlEO II[CHoIHICAl OOWNTU FOR 00l ANTENNA WITH Rf ENGINEER.
2. P!llMDE CABlfWAI'E SlSTEMS 1/2' IllAlIrnR J.IIP[Jl CAIll[ fROII _ 10 """
lD\XIAl CAII..E.
@ANTENNA AND COAXIAL CABLE SCHEDULE
PB850CEX NO SCALE
1 "
AS REQUIRED
1 "
:t BEND 90" 16 GA. SHEET METAl COAX CABLE. REFER TO DETAIL Q
, UNISTRUT Pl010U SPRING NUT COVER. MOUNTED TO FOR SIZE. MAX (IZ) 1 5/8", .
WITH MATCHING BOLT AND LOCK PI 000 UNISTRU~, SPACE SECURE WITH UNISTRUT PIPE CLAMP.
WASHER UNISTRUT 0 48 0 . MAX
II
:M
C0COAX SUPPO RT EXT. WALL i._._j
PB500A60 6" = 1'-0"
,
HILTI FlRESTOP
#FS601 ICBOH5071
~_ NEW CONDUIT OR PIPING
WHERE OCCURS REFER
TO ELECTRICAL DRAWINGS
FOR CONDUIT SIZE
ROP~ FILLER
(TYP)
~ EXISTING WALL.
.Xl
h
I/Z" HELIAX JUMPER
CABLE TO ANTENNA
NOT TO EXCEED 1Z
Fm IN LENGTH
/
~
--- ""'-"
ICOAXIAL CABLE RUN I COAX CABLE BY ANDREWS OR EQUAL
LESS THAN 150' HElIAX - LDFX5-50A
GREATER THAN 150' HElIAX - LDFX7-50A
,. THE ABOVIE TABLE GIVES GENERAL CABLE GUIDELINES THE ACTUAL
CABLE LENGTHS WILL BE PROVIDED BY THE OWNER,
Z. USE 1/Z" DIAMETER COAX CABLE OR ANDREWS STANDARD HElIAX
l/Z" DIAMETER SUPER FLEXIBLE CABLES FOR JUMPER CONNECTIONS,
3. JUMPER CABLE CONNECTIONS SHAlL NOT EXCEED 1Z FEET.
CONDUITS FOR COAXIAL CABLE
ONDUIT DIAMETERII # OF CABLES
~1"4
r-lr-2
DIAMETER
~
1 5/8"
MINIMUM BENO
18"
36"
1. VERTICAL CONDUIT RUNS SHAlL NOT EXCEED 100'-0".
Z. SUPPORT HORIZONTAL CONDUIT I>> 4'-0" O.C.
3. SUPPORT VERTICAL CONDUIT 0 8'-0. O.C.
4. ALL CONDUIT SHALL BE SCHEDULE 80 PVC.
5. INTERIOR INSTALLATIONS MAY USE THIN WALL EMr.
STANDARDS FOR CONDUIT
CD~8~~ COAXIAL CABLE N.T,S.
REFER TO STRUCTURAL DRAWINGS
FOR UNISTRUT MOUNTING HARDWARE
TO (E) BUILDING
CAULK ALL
PENETRATIONS
SPECIFICATIONS FOR TELCO AND
ELECTRICAL CABLES PROVIDED BY
ELECTRICAL ENGINEER, SECURE CONDUIT
WITH UNISTRUT PIPE CLAMP.
0~~C~DUIT SUPPO RT @ ~ ~~;.
TELCO CONDUIT
SEE ELECTRICAL
r---NEW GALV. Pl000 UNISTRUT
,-NEOPRENE PAD W/
ADHESIVE ON BOTH SIDES
3/8" x I I/Z" LAG BOLTS EACH
END TO STUO OR BLOCKING
ELECTRICAL CONDUIT
SEE ELECTRiCAl
Zx4 RDWD BLOCK
048" O.C.---'
SECURE W /
UNISTRUT
PIPE CLAMP
ROOF A$ I REQUIRED
CLEAR ALL
"""7 ~ Cc. _ ~
11- -
Ji
":"'"-.. ..,;;;;,;;",.--..
~I/
-N-
/I~
DATE: 07/23/98
ENGINEER: TH
DRAWN BY:JN
REVISIONS
OA TE I DESCRIPTION
INITIAL
Ill/I!"" 80% CONSTRUCTION
I~ REV. 0
1lI/18"" BUilDING PERMIT
I~ REV. 1 PER RF
1lI/1I"" BUilDING PERMIT
I~ REV. 2 PER CM
11/17"" BUILDING PERMIT
I" REV. :3 PER CM
02/07/00 BUILDING PERMIT
REV. 4 PER CM
QJ/Ol/OO BUILDING PERMIT
REV. 5 PER CM
QJ/18/OO BUILDING PERMIT
REV. 6 PER CM
@
~ ~
0
~ 0
~
......
w 0
00 ~
I"') <Xl
-<Xl
E3w NIO
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0_
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= CIlJ Ul~
u== oz
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APPLE CAMPUS
1 INFINITE LOOP
CUPERTINO, CA
95014
SF559-01
DET AILS
A-3.3
I
/ S89'59'31"E
/ ~". - - .j
/ ~,
NO
.0 ~
~12
ELECTRICAL
CONDUIT
ole OU TLET
CP 1
o
p~
~u
~
~~
If'"
,,"~
",cr
."'.1:-
:,+"
~
40.5010'
216'
'f!
~
~
ROOF
218.1' AMSl..
6G,J' Act.
~
PROJECT BENCH
GPS POINT
GROUND=221,S' AMSL
TOP OF VENT=281.S' AMSL, 60' AGL
4" VENT, ..12" ROOF
, DRAIN
o
NA 89'52'48"
~
~12" ROOF
DRAIN
4" VENT
~
/
/
~
/
'f!
o
..,
~
i"
gJl"-
S::i CROUNO
o N22o.r AilS/..
z
ROOF
278' AAlSl
~7..J' Act
ROOF -D
ACCESS
82010' 278
TOP OF
PARAPET
279' AMSl
58..1' Act
N89'59'31 "W
-12.57j
~I
N'
'0 I;!;
P<ci
ON
z
1.5' HIGH
ELECTRICAL
OUTLET
I(E) BUILDING ROOFI
~
TOP OF DOME ROOF=284.2' AMSL
S89'59'31"E J
~57'-
~I,
NO
151~
~N
ROOF TOP ENLARGEMENT
p~
.il
~
~~
&'"
,," ~
",cr
",.I:-
.+:,
"
~
'--2" VENT
~
D-ROOF
FAN
277.6
~
i<
~
;:
11.8010'
'f!
'"
en
278
r8;~~~1~
~I,
"'...
~l;
.,;,;.,'t"l
S89'59' 31"E
20.00'-
1
TOP OF
PARAPET
279' AMSl.
6'.2' ACl
CROUNO
217.a' AMSl
20' 27B.J
i<
N
'"
fll ~1.
N'"
, '"
~I~
Vl
'"
~
.!. I!
~
~ 0
~ IE
~ "
z
/9
5
~
z
::;
~
'"
"'
0..
0
Ill:
"
20' 274.1
GRAPHIC SCALE
'"=10'
~___ I
o 10 20 30
N89'59'31"W
20.00' -
!I
~I'o
00
po
ON
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NOTES:
DA TE OF SURVEY: 7/28/98.
SURVEYED BY OR UNDER THE DIRECTION OF: CHARLES L. EVANS, PLS 3709
LOCATED IN THE COUNTY OF SANTA CLARA, STATE OF CALIFORNIA,
FAA lA ACCURACY STATEMENT
I CERTIFY THAT THE LATITUDE OF 37'19'58.61" AND THE LONGITUDE OF 122'01'49,10"
AT THE CENTER OF THE INDICATED GPS POINT ARE ACCURATE TO Yo1THIN 01015 FEET
HORIZON TALL Y, AND THAT THE EXISTING GROUND ELEVATION OF 221.5 FEET AMSL IS
ACCURATE TO Yo1THIN 0103 FEET VERTICALLY. THE HORIZONTAL DATUM ( COORDINATES)
ARE IN TERMS OF THE NORTH AMERICAN DATUM OF 1983 ( NAO 83 ) AND ARE EXPRESSED
AS DEGREES, MINUTES AND SECONDS, THE VERTICAL DA TOM ( HEIGHTS ) ARE IN TERMS
OF THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 AND ARE DETERMINED TO THE
NEAREST FOOT.
LATITUDE AND LONGITUDE AT THE INDICATED GPS POINT WAS DETERMINED BY FAST-STATIC
GPS OBSERVATIONS FROM HPGN MONUMENTS USING TRIMBLE 4600LS GPS RECEIVERS,
NAD 83 NAD 27
LATI11LOE 3719'58.61" NORTH LATITUDE 3719'58,82" NORTH
LONGITUDE 122'01'49.10" WEST LONGITUDE 122'01'45.24" WEST
BEARINGS SHOWN ARE BASED UPON DIRECT SOLAR OBSERVATION.
ELEVA TIONS SHOWN UPON THIS PLAN ARE BASED UPON NGVD 29 DATUM.
BOUNDARY SHOWN IS BASED ON RECORDED INFORMATION ON FOUND MONUMENTATION.
THIS IS NOT A BOUNDARY SURVEY.
SITE NAME ole NUMBER: APPLE CAMPUS, SF -559-01.
SITE ADDRESS: 1 INFINITE LOOP, BLDG. 2 ole 3, CUPERTINO, CALIFORNIA,
ASSESSOR'S PARCEL NUMBER: 316-02-106.
CURRENT ZONING: NOT PROVIDED.
OWNER(S): APPLE COMPUTER?
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7/29/98 G, EVANS G. E.
7/29/98 T. EVANS T, E.
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GRAPHIC SCALE 1"=30'
INTERSTATE 280
(JUNIPERO SERRA FREEWAY)
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SITE MAP
Evans Surveys Inc.
420 UNION AVENUE
FAIRFIELD. CWFORNIA 94533
Tel. (707) 426-470.
F.. (707) 426-5346
DA TE: 7/29/98
SURVEYOR: C, EVANS
DRAWN BY: T. NIEDERKORN
REVISIONS
DATE I DESCRIPTION I INITIAL
7/29 I 90lt CHK, MAP I T.C.N.
PRELIMINARY
APPLE CAMPUS
1 INFINITE LOOP
BUILDING 2 & 3
CUPERTINO, CA
SF-559-01
SURVEY
C-l
1 OF 1