HomeMy WebLinkAboutMCUP 07-05; Sprint Nextel SD03x0145; Conditional Use Permit (CUP)THE LATEST BJTKW OT THE AMERICAN INSTITUTE OT ARCHITECTS OOCUWENTuai tcxui CONDITIONS or THE CONTRACT FOR CONSTRUCTION- AREMCLUOEB * THESE SPEOOCATQNS AS F COMPLETELY REPRODUCED HEREIN.
ORAJWR ARE «OI TO BE SCALED. MVTTEN OUEXSiONS TAKE PRECEDENCE.
AND WS SET Of PLANS S NTENDEO TO 8t USED FOR OUCRAMMATB
PURPOSES ONLY. t*USS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S
SCOPE OF 10BX SHALL MCLUOE FURMSHINC ALL MATERIALS, EOUPUEHT.
LABOR, (6UMKX AND ANTTHNS ELSE DEEMED NECESSARY TO COUPLETE
NSTAUATDISa OTSCRBED KEREN.
PRO) TO THE SUBUSSlO* OF MS. THC CONTRACTORS PARTICIPATIHC SHALL
VISn T« JOB SHE ANO rAMLMOtt THEMSELVES «T1H ALL CONOTDONS
AFFECTMC WE PROPOSED PROJECT. «TTH THE CONSTRUCTION ANO CONTRACT
DOCUMENTS. FOLD CONDITIONS AMD CONFWW THAT THE PROJECT MAT BE
teawPLSKD AS SOWN PRIOR TO PROCCEQINC WITH CONSTRUCTION. SHOULD
ANY ERRORS. OMBSCNS. OR DISCREPANCIES K FOUND. THE GENERAL CONTRACTORSHALL uuauEur Ncrrrr THE Jm TEUECOU PROJECT MANAGER AND THE ARCHTTECT
M lOVmC. • THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL WCLUOE
THE MORE COSTLY OR EXTDCVE WORK IN THE BO. UNLESS SPECFCALLY DIRECTEDOTHERWISE- f A DSCREPANCr EXISTS AND THE PROJECT MANAGER AND
ARCHTECT All "CO KOTOTCD. THE CtNERAL CONTRACTOR SHALL BE MOO^^ BLE FO> Aa COSTS MCURRED TO REPAIR OR CORRECT AU.\ ma MSULT.
ODNTRACTOR OR SUBCONTRACTOR SHOULD NEGLECT TOJOt PROPERLY K ACCORDANCE WTIH PLANS ANO
OR FAJL TO PERFORM ANY APPLICABLE PROvlSOKS OfMB TELECOM PROJECT MANAGER ATTER THRCE DAYS WRITTENIERAL COKTRACTOK WAY MAKE GOOO SUCH OCrtOENaES
COST FROM THE PAYMENT DUE THC GENERAL CONTRACTOR.
THE cOtBAT COWTVCTCW SHALL RECEIVE WRITTEN AUTHORIZATION TO
PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT
CLEARLT DEMD W THE COKSTRuaiON DRAMNCS/CONTRACT DOCUMENTS.
THE CEKDM. eanWCTOR SHALL SUPERVTSE AND DIRECT THE PROOECT
HERON. THE CONTCACTCR SHALL BC SOULY RESPONSIBLE FDR All
CONSTRUCTION UUAS. METHODS. TECHMOUES. SEQUENCES AND PROCEDURES
AKO FOB OXHUUIHC ALL PORTIONS OF THE WORK UKDER THE CONTRACT.
WORKUANSHP IHROUCHOUT SHALL BE OF THE BEST QUALITY OF THE TRADEWYOLVtD. «0 a«U. MEET OR EXCEED THE FOLLOWING MINIMUM REnTSTANDARDS FOR OUALTTY AND PROFESSIONAL CONSTRUCTION PRACTICE:
NRCA lUnMAL ROOTING CONTRACTORS ASSOOAnoNOtVSE VITERKATIONAL CLK1W
10355 W. HICCENS ROAD. SUITE 000
KSQOMT. L 60018 P>O5> 2*8-9070
SWCKA aaa METAL ANO AIR axprncwNC CONTRACTORSHUIONAL ASSOCIATIONUSn LAFAYETTE CENTER DRIVE
OWlLf, XA 22021-12OJ (70i> B03-1SSO
ItLP NTERMTIONAL INSTITUTE TOR LATH AND PLASTER
ttt TRANSFER ROADST. PAUL MN SSI14-t40S (612) 654-0206
AIM AOHESXE kUNUFACTURERS ASSOCWTIONWl WRTH MlCrtCAN AVWUE. SUHE 2400OXACC, IL 60611 (J12) 644-6S10
THE SENERAL COKntCTOR SHALL INSTALL AU EQUIPMENT ANO MATERIALS M SKOflC
COVPLWCE «™ UANUFACTURER'SACNOOR'S SPECFCATIONS UNLESS NOTED
OTKERMSC OR IVCRE LOCAL COOES OR ORDINANCES TAKE PRECEDENCE.
VICINITY MAP
ASSESSOR'S PARCEL NUMBER: 212-092-23
THE 1996 THOMAS GUIDE PAGE 1127 CJ
9 ALL WOS* PEKVnO ON PfiOOEa AKD MATERIALS INSTALLED SHALL BE W
STRICT ACCORONCE WTH ALL APPUCABLE CODES. REGULATIONS, ANOORDNANCES WCLUDMB OSHA AND STATE SAFCTY ORDERS. THE GENERAL
CONTRAOOR S«a WE All. VIOTCES «W) COMW.1 WITH AU. LAWS. ORDIHANCES.
RULES. UCUUrOKS ANO LAMIA. ORDERS OF ANY PU8UC AUTHORITY. MUNICIPALANO UTUTY CCUPHfl SPEOFICATDNS. AND LOCAL ANO STATE JUfBSOICnONAL
COOES 8EARK ON THE PERFORMANCE OF THE WORK.
10. THE CCNCRAL COMIIACTDR SHALL GUARANTEE THC WORK IN GENERAL FOR ONE
YEAR AFTER TENANTS FINAL ACCEPTANCE OF THE WORK.
II THE GENERAL OOKTOCTOR SHALL MMMN AT THE PROJECT SITE A. FU1 SEtor cotsTRucncK OOCUMENTS UPDATED WTH THE LATEST REVISIONS AND
ADDENDA OR OWTtXTIONS FOR THE USE BY ALL PERSONNEL INVOLVED
WTH THE PROJECT.
M. QCtAILS WajJOffi KRE3N ARE MtCXOEO TO SHOW END RESULT Of OESRK.UNOR uoorcuioc MAY BE REQUIRED TO sun JOB coNomoNS oft
STtUATOC. SUCH KOdFCATWS SHALL BE INCLUDED AS PART OF THC
SCOPE OF «OK MB SHALL BC CLEARLY MQTED ON AS-BUILT ORAmtGSOEUVOSD TDM lOECOM H COUPLEnON OF CONSTRUCTION.
IX THE STRUCTURE OHIPONEKTS OF 7H5 PRQJta SITE AND FACILITY ARE NOT TO BE
ALTERED UNLESS K>in> OTHERWISC.
M. EUCTRKAL SlSTOI SHAa BE GROUNDED PER NEC ARTICLES 290 AND BIO.
IS. ALL NEW OPEKM2 H TIC EXTERIOR ENVELOPE SUCH AS AT WALL AND ROOT
PWETRATBNS SHALL BC CAULKED OR StALBD TO U«T INFITRATIOM OF AM»KO KQSTURt.
10. SEAL AU PDCTMtNS TMROUCH FRE-RATED AREAS WITH U.L LISTED OR FIRE
UARSKALL APPMtfD UATERULS IF AND KXERt APPIJCABLE TO THE FACtrTY AND
PROJECT SITE.
17; P«OV»£ A IWABOI FTRE EJfflMCUISHER WTH A RATWC OF NOT LESS THAW 2-AOR l-AIOBC «H» » FOI TRAVEL OSIAHCE TO AU. PORTIONS OT THE PSDJECTMCA oaac easnacnm.
IK THE COCXAL OOtmCTOIt SHALL HAKE NECESSARY PR<X1S<0«S TO PROTECT EtKTMC.KpRovoens, SUM AS LAUJSCAPK. PAVMG. OXSMG. ETC ouao CONSTRUCTION.UPON COmCTIM OT WORK. CONTRACTOR SHAU RCPAJR ANY OAMACE THAT
UAY HAVE OCOLBRtt OUC TO CONSTRUCTION ON OR AaOUT THE PROPeRTY.
tO. IKE COOAL OXTWTOR SHALL XT ALL TWO MAINTAIN IKE WORK AREA CLEAN ANOHAZAROfWZ CUOC COWTRUCnON AMD SHALL OSfOSC. OF ALL OKI. DtBaB.
RUBBBH AND «OOe COXMUT NOT SPtCKD AS RBMNMB ON THE
PMPOm. PMKBB SHAU K LOT M CLEAN COMDinON ANO FBJZ FROM MMTSPOTS, DUST, otauwes or ANY NATURE.
5858 EDISON PLACE
CARLSBAD. CA 92008
GENERAL SPECIFICATIONS (CONTD)
20. THE ARCHITECTS AMD ENGINEERS HAVE UADE EVERY ETFORT TO SH FORTH IN
THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COKPLETE SCOPE OF
WORK. CONTRACTORS BOOKS THE JOB ARE NEVERTHOESS CAUTIONED THAT
UMOR OUSSIONS OR ERRORS H THE DRA41NCS AND OR SPEaFCAIBNS SHALL
NOT EXCUSE SAO CONTRACTOR FTMU COMPLEnNC THE PROJECT ANO
IMPROVEMENTS M ACCORDANCE WITH THE NTENT Of THESE DOCUMENTS.
21. THE CENESAL CONTRACTOR KUST PERFORM WORK OW"? OWNER'S PREFERREDHOURS TO AVDO OtSTURBWS NfiRUAL BUSINESS TENANTS.
PROJECT SUMMARY
INSTAUATtON OF A BASE TRANSCEIVER STATION (BTS)
LOCATED ON GRADE ON THE SOUTH SIDE OF AN EXISTING BUILDING
INSTALLATION OF ANTENNA ARRAYS ON SOUTH,WEST ANO EAST ELEVATIONS OF THE EXISTING BUILDING.
3 ARRAYS/3 ANTENNAS PER ARRAY/9 TOTAL
ANTENNAS SHALL BE WALL MOUNTED
INSTALLATION OF TWO 4" GPS ANTENNAS
COAXIAL CABLE RUNS FROM BTS TO ANTENNAS
A NEW TELEPHONE SERVICE RUN TO BTS
A NEW 100A ELECTRICAL SERVICE TO BTS
NEW MANUAL TRANSFER SWITCH AND
GENERATOR PLUG FOR EMERGENCY POWER
BTS AREA IS APPROXIMATELY 168 SQUARE FEET
SHEET INDEX
COr-TACTS
gtt cnuuiumcnoHS PCS.
16200 VW KARMAN
(RVME.CA BW1J
TEL (714) 6W-3000
NOT APPLICABLE TO THIS PROJECT
__ I COMMUMCTICHS PCS.. L.P.IS200 VON KAMAN
10. (714) WJ-5000
m renuuuNCATONS |JNB ratcoM, INU
Mfi SECOND STREET. SUITE ft
EMQMTAS. CA B2024(7W) 7SJ-OM7
ttttMKCt:
BOOTH * SUAREZ AKCHTlrCTURC PLMINMGPA BOX 4651 CAftLSSAO. CA MOOB
(780) 4J4-M74
SID SAM MARCOS BLVD.. SUITE 201
SAM UARCO3. CA. »2O89
(61») 744-221S
SALEM * SALCH
W A STREET HOtSAN oeco. CA. 93101
TIME OORPORATION
5698 EOEON PLACECARLSBAD. CA 62OOB
T-1 TFTLE SHEET
A-1 SITE PLAN
A-2 ENLARGED SfTE PLAN
A-3 ROOF PLAN
A-4 NORTH 4 £>ST ELEVATIONS
A-5 SOUTH & WEST ELEVATIONS
A-6 DETAILS
S-I ROOF FRAMING PLAN &EQUIPMENT BOLT HOLE CONFIGURATION
S-2 DETAILS
E-1 ELECTRICAL. NOTES & SYMBOLS
E-2 LmUTY SERVICE RUNS & POWER PLAN
E-3 POWER SINGLE LINE DIAGRAM & ELECTRICAL DETAILS
E-4 GROUNDING DIAGRAMS
E-5 GTOUNDINC OETAILS
9/10/97
DRAWN BY: RJR
CHECKED BY: WB
REVISIONS
CATC IWTVM.
BUILDING DATA
OCCUPANCY COSTM: BULDMC:
OCCUPANCY PROPOSED PROJECT:
TTPt OF CONSTRUCTDM (OOSTMC):
AREA WOPOfKO
STORKS (EXSTTNC):
B * Ft
8
V-M. $P*MCl£t<EO
2«0 SF
ONE
APPLICABLE CODES
AU. WORK SHAU. COMHY WITH THE FOLLOWING APPUCABUT COOES
BUCDWC OOOC TITLE 24
CODE. 1M4 EDOIOH
fMTONAt OtCTTOCAL COOC 1MJ OXTlON
APPROVAL SIGN OFF OF WORKING DRAWINGSPATE
SOUTH PALOMAR
58M DJSON PLACE
CARLSGAD. CA 92006
JOB# SO145
TITLE SHEET
CASE NUMBER
T-1
SWALE SECTION A
SOLE: t'-10'-0M
PROPOSED COX COMMUNICATIONS
ANTENNA ARRAYS. TOTAL OF
3 ARRMS/3 ANTENNAS PER ARRAY
EXISTING 10-O* SEWEREASEMENT
aow
PROPOSED COX COMMUNICATIONS
EQUIPMENT CABNETS (BTS) AT GRADE
LEVEL SEE SHEET A-2
EXISTING SEWER EASUENT
EXISTING DRAINAGE PATTERN.
DRAINAGE PATTERN AND ALIGNMENT
SHALL NOT BE CHANGED. A CONCRETE-
Wttl DC ADDED OH PC BAKE-
«.or
SITE PLAN
PROJECT DESCRIPTION
INSTALLATION OF A BASE TRANSCEVER STATION (BTS)LOCATED ON GRADE ON THE SOUTH SOX. OF AN EXETINC BUOJDINC
IHSTAUATION OF ANTENNA. ARRAYS ON SOUTH.
WEST AND EAST ELEVATIONS OF THE EXISTING BUILDING.
3 ARRAYS/3 ANTENNAS PER ARRAY/8 TOTAL
ANTENNAS SHALL BE WALL MOUNTED
INSTALLATION OF TWO 4* GPS ANTENNAS
COAXIAL CABLE RUNS FROM BTS TO ANTENNAS
A NEW TELEPHONE SERVICE RUN TO BTS
A NEW 100A ELECTRICAL SERVICE TO BTS
NEW MANUAL TRANSFER SWITCH AND
GENERATOR PLUG FOR EMERGENCY POWER
BTS AREA S APPROXIMATELY 1«S SQUARE FEET
LEGAL DESCRIPTION
PARCEL 2 OF PARCEL MAP NO. 16687. IN THE CITY OF CARLSBAD.
COUNTY OF SAN DIEGO. STATE OF CALIFORNIA. FILED IN THE OFFICE OF
THE COUNTY RECORDER OF SAN DIEGO COUNTY. ON MAY 30. 1989 ASRLE/PAGE NO. 89-283195 OF OFFICIAL RECORDS.
PROJECT STATISTICS
SITE AREA:
AREA OF EXISTING BUILDING:
ZONING:
85.408.0 SF - 2.0 ACRES/
10,5*8.0 SF
PW PLANKED
BUILDING DATA
OCCUPANCY EXISTING BUILDING:
OCCUPANCY PROPOSED PROJECT:
TYPE OF CONSTRUCTION (EXISTING):
AREA PROPOSED PROJECT:
STORIES (DOSTNC):
B ft n
8
V-N. SPRNKLERED
168 SF
ONE
9/10/97
DRAWN BY: RJR
CHECKED BT: WB
REMSIONS
DATE OESOaPTION
SOUTH PALOMAR
sasa EOSON PUCE
CARLSBAD, CA 92000
OB# SD145
SITE PLW
CASE NUMBER
A-1
v-o-
TOP OF SLOPE
KEYED NOTES:CONSTRUCTION PLAN
<& SMOOTH STUCCO FINISH ON r-0" HIGH
^ SCREEN WALL. SEE ELEVATIONS FOR REGLETS
<& NEW «'-6' HIGH CHABttttK GATES WOK SCREEMHC
^ SLATS. DROP-PtNS AND PADLOCK HARDWARE.
GATES AND SLATS SHALL BE PAINTED TO MATCH
EXISTING BUILDING
<S> CONCRETE SLAB WITH 6* HIGH CURB AT BIS EDUPKEHT.
^ WASP 1/8* PER FOOT TOWARDS OWE ft OMNMX SW1£
^O
ANTENNA CABLE COVER ASSEMBLY
PRIMARY BASE TRANSCEIVER STATION(BTS) LOCATION
EXPANSION CABINET
PRIMARY POWER CABINET
BATTERY CABINET
AUXILIARY CABINET
COAXW. CABLE TRAY
\2' STEP OOWN TO CONCRETE WALK
EXISTING CURB O LOADING DOCK
WORK LIGHT
3-1/2' THICK CONCRETE WALK EXTENDED TOEDGE OF PARKING. PROVIDE 2x4 REDWOODSLEEPERS O 4'-0' O.C.
GPS ANTENNA
EXISTING BUILDING
EXISTING PRIVATE SEWER EASEMENT
CENTERUNE OF EXISTING EARTH DRAINSWALE TO REMAIN
APPROXIMATE LOCATION OF EXBTINGBELOW GRADE
EXBTING ROOF DRAIN OUTLETS TO
MANUAL TRANSFER SWITCH
REVERSE SERVICE GENERATOR RECEPTACLE
ELECTRICAL DISCONNECT
CONDUIT TO REVERSE SERVICEGENERATOR RECEPTACLE
8* STEEL PIPE STANDARD FOR GATE
9/10/97
DRAWN BY: RJR
CHECKED BT: WB
REVISIONS
OATC OCSCRFTON
SOUTH PALOMAR
sasa EOGON PUCE
CARLSSAD. CA 92006
JOB# SD145
ENLARGED SITE PLAN
CASE NUMBER
ENLARGED SITE PUN A-2
EXISTING ROOF HATCH
(TYPICAL)
PROPOSED COX COMMUNICATIONS
ANTENNA ARRAYS. TOTAL OF
(3 ARRAYS/3 ANTENNAS PER ARRAY/
9 ANTENNAS TOTAL) ANTENNAS ARE
4'-3- HIGH AND SHALL BE PAINTED TO
MATCH ADJACENT WALL SURFACES
LINE OF EXTERIOR
WALL (TYPICAL)
EXISTING SKYUTES
(TYPICAL)
SECTOR 3
2W
EXISTING ROOF VENTILATOR
(TYPICAL)
PROPOSED COX
COMMUNICATIONS
GPS ANTENNA
PROPOSED COX
COMMUNICATIONS
COAXIAL CABLE
TRAY ANCHORED
TO PARAPET F
SECTOR 2
1251
ANTENNA AND COAXIAL CABLE SCHEDULE
SECTOR
1
2
3
DR.
N.E-
S£.
WEST
COAX. CABLE LENGTH(+ / - s1)
116'
140'
183*
JUMPER LENGTH
(* / - 30
8'
8*
8'
AZIMUTH
43T
12S-
289
COAX SIZE
7/B-
1-1/4*
1-5/8"
PROPOSED COX COMMUNICATIONS
EQUIPMENT CABINETS (BTS) AT GRADE
•FIELD VERffY ALL CABLE LENGTHS PRIOR TO ORDERtNO CABLE
SECTOR 1
45"
PROPOSED CABLE TRAT
OVER PARAPET
9/10/97
DRAWN BY: RJR
CHECKED BY: W8
REVISIONS
DATE DESCRIPTION MTIAL
50UTH PALOMAR
S6SB EDISON PIACC
CARLSBAD. CA 92006
OB# S0145
ROOF PLAN
CASE NUMBER
ROOF PLAN SCALE A-3
EXISTING TU.T-UP CONCRETE
BUILDING WITH CAST IN DECORATIVE
GROOVES (TYPICAL)
PROPOSED COX COMMUNICATIONS ANTENNAS UOUNTEO
TO HALL (3 ARRAYS OF J ANTENNAS EACH / ANTENNAS
ON THS ELEVATION ARE 4'-3* TALL) PAINT ANTENNAS
AND BRACKETS TO MATCH WAUL (TYPICAL)
TOP OF PARAPET O-2P---8 —^ TOP OF PARAPET
OF ANTENNA
OF CONCRETE WING
OF PARAPET
NORTH ELEVATION
PROPOSED COX COMMUNICATIONS ANTENNAS MOUNTED
TO WALL (3 ARRAYS OF 3 ANTENNAS EACH / ANTENNAS
ON THIS ELEVATION ARE 4'-3~ TALL) PAINT ANTENNAS
AND BRACKETS TO MATCH WALL (TYPICAL)
r-o* r-or
EXISTING LOADING
DOCK AREA
OF PARAPET
\rft'-.
PROPOSED COX COMMUNICATIONS •errs EQUIPMENT BEHIND CONCRETE
BLOCK SCREEN WALL. WALL SHALL
BE FWBHED WTH SMOOTH STUCCO
AND TRrREGLET REVEALS TO CONTINUEBUUNMO'IRU PATTERN AS SHOWN.
j PHUT PANELS. COMPATIBLE WITH
SCHEME
EAST ELEVATION
NOTEi
ELEVATIONS NOTED («) ARE SHOWN
ABOVE LOWEST ADJACENT COSTING
GRADE ACCOROMG TO TOPOGRAPHIC MAP
DATED 11/12/86 PROVIDED TO BOOTH Sc
SUAREZ BY JU CONSULTtNO GROUP ANDCAIVADA SURVEYING
9/10/97
DRAWN BY: RJR
CHECKED BY: WB
o«E DescHPnoN mwi
SOUTH PALOMAR
5858 EDISON PtACC
CARLSBAD. CA 92008
OB# SD145
_ . . , .
NORTH AND EAST
ELEVATIONS
CASE NUMBER
NORTH AND EAST ELEVATIONS SCALEr-20'A-4
•-*!.
EXISTING TILT-UP CONCRETE
BUILDING WITH CAST IN DECORATIVE
GROOVES (TYPICAL)
TOP OF PARAPETO— --^
25*-6'
TOP OF CONCRETE WING
TOP OF PARAPET 9"
PROPOSED COX COMMUNICATIONS ANTENNAS MOUNTED
TO WALL (3 ARRAYS OF 3 ANTENNAS EACH / ANTENNAS
ON THIS ELEVATION ARE 4'~f TALL) PAINT ANTENNAS
AND BRACKETS TO HATCH WALL (TYPICAL)PROPOSED COX COMMUNICATIONS
OPS ANTENNA. PAINT TO WATCH
EXISTING ADJACENT SURFACES.
- PROPOSED COX COMMUNICATIONS
COAXIAL CABLE TRAY UP WALL *
OVER PARAPET
PAINT TRAY TO MATCH
COSTING COLOR SCHEME
SOUTH ELEVATION
PROPOSED COX COMMUNICATIONS ANTENNAS MOUNTED
TO WAUL (3 ARRAYS OF 3 ANTENNAS EACH / ANTENNAS
ON THIS ELEVATION ARE 4'-3* TALL) PAINT ANTENNAS
AND BRACKETS TO MATCH WALL CTTPICAL)
PROPOSED COX COMMUNICATIONS
BTS ENCLOSURE WITH 6f-6" HIGH
CHAIKUNK GATES WITH SCREENING
SLATS. DROP-PINS AND PADLOCK
HARDWARE. GATES SHALL BE PAINTED
TO MATCH EXISTING BUILDING COLOR
SCHEME
TOP OF CONCRETE
_ _
TOP OF PARAPET O 1C -
- —9 TOP OF PARAPET
PROPOSED COX COMMUHCATONS
BTS EQUIPMENT BEHIND CONCRETE
BLOCK SCREEN WALL WALL SHALL
BE FINISHED WITH SMOOTH STUCCO
AND TRY* REGLET REVEALS TO CONTINUE
BUILDING TRIM PATTERN AS SHOWN.
PAINT PANELS COMPATIBLE WITH
BUILDING COLOR SCHEME
WEST ELEVATION
NOTE:
ELEVATIONS NOTED («) ARE SHOWN
ABOVE LOWEST ADJACENT EXISTING
GRADE ACCORDING TO TOPOGRAPHIC MAP
DATED 11/12/96 PROVIDED TO BOOTH &
SUAREZ BY JM CONSULTING GROUP AND
CALVADA SURVEYING
9/10/97
DRAWN B1: RJR
CHECKED BY: W8
. REVISIONS
DATE OESCRFnON WTW.
SOUTH PALOMAR
sasa QXSON PLACE
CARLSBAD. CA 92006
JOB# SDU5
SOUTH AND WEST
ELEVATIONS
CASE NUMBER
SOUTH AND WEST ELEVATIONS SCALE A-5
DOWN TILT WHERE
REQUIRED
PCS SECTOR ANTENNAATTACH TO PIPE MOUNT
WITH SUPPLIED ANTENNA
HARDWARE
STANDARD ANTENNA
PIPE MOUNT
CABLE TRAYSEE PLAN_AND
DETAIL
CORE r« MAX. HOLE
FOR CABLE. SEAL AS
REQUIRED
1/2"» COAX JUMPER
PROVIDE MINIMUM 5"
BEND RADIUS
L 3 x 3 x 1/4 MOUNTS
SEE APPLICATION DETAIL
FOR ANCHORAGE
EXISTING CONCRETE
STRUCTURE
NOTE:INSTALLATION OF COAXIAL CABLE
AND ANTENNAS BY OTHERS
PIPE MOUNT SHALL
I BE INSTALLED PLUMB
3/8" THICK PLATEWITH 11/18"« HOLES
2V SCHEDULE 40
(Z-3/8V 0.0.) x 48'
LONG PIPE MOUNT
ENTIRE UOUNl SHALL BE HOT-DIP
GALVANIZED
11/16'*
HOLES
4*nt I
y x r K 1/4' STEEL V
1-1/2
5/8'* HLTI KWK BOLT II
ANCHORS (ICBO |4827)
TYPCAL NO SPECIAL
INSPECTION REOUREO
1-1/2'
PIPE MOUNT SCALE . •»1-1/2'-V-0" -5
5/8** HLTI KWtK BOLT I
ANCHORS (K80 fW27)
TYPICAL NO SPECW.
INSPECTION REQUIRED
2-3/4'EMBED
r- B-UNE {OR EQUAL) SERIES V^
\ 248 HOT WP GALV f HIGH / \
\ STER CABLE TRAY WITH '
| \COVER
EXSTWC CONCRETE
WALL / PARAPET
COAXIAL ANTENNA
CABLE
UNISTRUT P1000 O
4'-0' O.C. SET IN
URETHANE CAULKING
THE INfOROMlON CONTAINO) H THIS SET OFCONSTRUCTION DOCUMENTS IS PSOPRIETART BT
NATURE ANT USE OS OSCLOSURt OTHER TMHN
TVV.T WCM ROMC TO COS COyWUSCkTOC, PCS. U>.
IS STRCTLY PROHIBITED.
3" K 3" STEEL V
MOUNT
1t/1«*« HOLES
3/8** HLTI KWtK BOLT II
ANCHORS (ICBO #4627)
TYPICAL. NO SPECIALMSPECnON REQUIRED
SET ENTIRE PLATE
IN URETHANE CAULKING
EXISTING CONCRETEWALL
S25
PIPE MOUNT SCALE
3"-1*-0*
PAINT TO MATCH
ADJACENT WALL
SURFACE
•NELSON* CMP FRESTOP
COMPOUND (UL *1479)
EMT CONDUIT
EXISTING CONCRETEWALL CORE HOLE
9/10/97
DRAWN BY: RJR
CHEEKED BY: WB
REVISIONS
OWE DESCRIPTION WT1H.
ANTENNA DETAIL 3/4^-0-STANDARD ANTENNA PIPE MOUNT 1-1 VERTICAL CABLE TRAY SUPPORT SCALEr-r-o*CONDUIT SEALANT SCALEN.T^.
Jf=-
(2)1/2"« MOLLY BOLTS
PER SECTION AT STUD WALLS
(2) 1/2"» HILTI KWIK BOLTS D
ANCHORS (ICBO J4«27). NO
SPECIAL INSPECTION REQUIRED
AT CONCRETE WALLS
PROPOSED POWER. TELCO *
GROUNDING CONDUCT WITH
{ )» WPE CLAMPS TO UNISTRUT
, ^~*J ASSEMBLY. PAINT TO MATCH
ADJACENT WALL SURFACE
LONG UNISTRUT P1000 Oo.c.
EXISTING WALL
EXISTING WOOO-
FRAUED ROOF
4 « 4 SUB-PURLINS
3/8'< LAC SCREWS
V \-
2-1/4* EMBED O HLTI
ANCHORS O CONCRETE WALLS
NEW 12' LONG
UNISTRUT PI 000
CONDUIT wrm
CLAMPS
#8 SELF TAPPING SHEET
METAL SCREWS O 6* O.C.
COAXIAL ANTENNA CABLE
B-UNE (OR EQUAL) SERIES 248 HOT
DIP GALVANIZED 4" HIGH STEEL
CABLE TRAY WITH COVER
4' SQUARE PVC. W RATED.
SLEEPER O 4'-0' O.C. (VERIFY)
EXISTING ROOFING-
TO REMAIN
DPI
CAO£ TRAY MOTH 44*
SOUTH PALOMAR
8838 EOSON PUCE
CARLSBAD. CA 02006
JOB# SD145
DETAILS
CASE NUMBER
SCALE
ANCHOR BOLTS
(TYPICAL)T a'-c:8' 3-1/21
r—5-1/7' WCH RAISED
\ CONCRETE CURB
=r~rr—— 'i _±-L_
MANUAL. iwuu-ME
BY OTHERS. INSTALLATION CONTRACTOR SHALL
VERffY BOLT LAYOUT WITH JN8 TELECOM. WC.
PROJECT MANAGER PRIOR TO INSTALLATION.
ALL ANCHOR BOLTS SHALL B£ "WUTI KWIK-BOLT II
1/2* DIAMETER WITH MINIMUM J-1/4 EMBEDMENT.
1.08.0. f«27 NO SPECIAL INSPECTION REQUIRED
EQUIPMENT KEY
^4-3/4-
EQUIPMENT
CABINETS ABOVE
SHOWN DASHED
AUXILIARY CABINET
BATTERY CABINET
PRIMARY POWER CABINET
PRUARY BTS UNIT
EXPANSION CABINET
CABLE COVER
EQUIPMENT BOLT HOLE CONFIGURATION SCALE
fl'-2 1/2
6' THICK CONCRETE SLAB
WITH #4 REBAft O 16" 0X5.
EACH WAY CENTERED IN
SLAB OVER 4* THICK CLEAN
SAND FILL OVER COMPACTEDEARTH
OUTLINE OF EXISTING
ADJACENT BUILDING
5-1/2* HIGH CONCRETE
CURB FOR EQUIPMENT
SLOPE SLABlomau
CTYPBAU
OUTLINE Of BTSEQUIPMENT ABOVE
8P THICK CONCRETE
BLOCK WALL
CONCRETE WALK
SEE SHEET A-2
^C
FOUNDATION PLAN
GENERAL NOTES
1. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND
SHALL NOTIFY THE JNB TELECOM. INC. PROJECT MANAGER AND THE ARCHITECT
IN WRITING SHOULD ANY DISCREPANCIES BE FOUND PRIOR TO PROCEEWNC
WITH WORK.
2. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE COMPLETED
STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION.
THE CONTRACTOR SHALL PROVIDE ALL MEASURES AND MEANS NECESSARY
TO PROTECT PERSONS AND THE EXISTING STRUCTURE DURING CONSTRUCTION.
SUCH MEASURES SHALL INCLUDE BUT NOT BE LIMITED TO. BRACING,
SHORING. ETC. VISITS BY THE ARCHITECT SHALL NOT INCLUDE
INSPECTION OF THESE ITEMS.
3. ALL WORK NOT DETAILED OR NOTED SHALL BE CONSTRUCTED IN ACCORDANCE
WITH OTHER SIMILAR WORK AND TYPICAL DETAILS SHOWN ON THE DRAWINGS,
DIMENSIONS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL
DETAILS. NO PIPES OR DUCTS SHALL BE PLACED IN SLABS OR WALLS UNLESS
SPCCtnCALLY OETA/LED OR APPROVED BY THE ARCHITECT.
4. ALL WORK PERFORMED ON PROJECT AND MATERIALS MSTAUJED SHALL BE N
STRICT ACCORDANCE WITH ALL APPUCABUI CODES. REGULATIONS. ANDORDINANCES MCLUDMC OSHA AND STATE SAFETY ORDERS. THE GENERAL
CONTRACTOR SHALL OVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES,RULES. REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, KUMOPALAND unjrr COMPANY specmcxnoNs, AKO LOCAL AND STATE JURSOCTKIKALCODES BOOHS ON THE PERFORMANCE OF THE WORK.
FOUNDATION NOTES & SPECIFICATIONS
1. THIS SHE REOURES PREPARATION THAT NCLUDES BUT IS NOT LOOTED TO REMOVAL
OF LOOSE SURFIOAL SOILS AND OTHER DELETERIOUS MATERIAL TO A DEPTH OF IB*
BEIOW THE PROPOSED SLAB.
2. ALLOWABLE SOLS BEARING VALUE 1000 PSF. EXPANSION INDEX UNKNOWN
3. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION
INSPECTION, THE SOLS ENGINEER SHALL ADVISE THE BULDMC OFFeiAL
IN WRTTWC THAT:
A. THE EQUFUENT PAD WAS PREPARED M ACCORDANCE: WITH CITY OF
CARLSBAD STANDARDS.
B. THE UnUTY TRENOCS HAVE BEEN PROPERLY BACKFILLED AND COUP;
C. THE FOUNDATION EXCAVATION. FORUNG AND REINFORCEMENT COMPLYAPPROVED PLAN
4. THE CONTRACTOR 9MU. COOROWTE THE UXXTO6 OF ALL UEO ITEMS WTK THE EDUFUEHT
AKO ELECTRICAL RAKS AND SHALL VEHPf IDCAIOH OF AW IMXRSLAB COMMIT POOR TO
POURPK CONCRETE AND StWL NOTPT THE JKB TOOMM PROJECT UMAGER M WRITING F
5. RE8W REMORCEKENT M SLAB9MLL BE SUPPORTED ON CHARS AT 24* OC. EACH WAY TO
WSURE RSNFORCOOir S CENTERED M SLAB.
8. FOOTM aosHsms SHOW CM THE OEMS ARE MMM* AND KUST BE MOEASEO AMD/ORSTEPPED BY THE CONTRACTOR ««RE REQUBSD 8Y SPEOFC FOB COOmONS AND AS
REQURtD BY THE SOLS BCMEEft. THE COXIRACT08 SHALL NCdlFr ARCHTECT N VRITMG
WEN AND «HBI SUCH H3SASES OCCUR,
7. SLOPE FMSHED GRADE AWT FROM ALL FOOTMCS. SUBS AM) OTHER STRUCTURES UNULM f
t4 FNE FEET
8. CURB SURFXZ SHU. BE LEVEL. APRON «OW AfiEA SHMI SLOPE UNUUU 1% DOWN
AKDAWar FROK EOUPUEKT CURB
9. ALL COKOlir STUB8ED THROUGH FW> (EXCEPT TELCO GHXM>> SHALL GE FLUSH WIN
SURFACE OF PAD.
MATERIAL SPECIFICATIONS
CONCRETE: 2000 PS! OR BETTER
REN^ORCWC BAft GRADE 40 OR BETTER
9/10/97
DRAWN BY: RJR '
CHECXEO fff: W8
REVISIONS
DATE OESCftPTION NTIUL
SOUTH PALOMAR
S8S8 EDISON PUCE
CARLSBAD, CA 92006
OB# SD145
TOUNDATION PLAN &
EQUIPMENT FRAME
CASE NUMBER
S-1
COX COMMUNICATION
(OTS) EQUIPMENT ABOVE
SHOWN DASHED
J-1/2' THICK CONCRETEWUX SEE SHEET A-2
UNE OF EXISTING
BUILDING
.EQUIPMENT CURB
-EXtSTlNG GRADE
6* THICK CONCRETE SLAB WITH f 4
REBAR O 16* O.C. EACH WAY CENTERED
SLAB OVER 4* THCK CLEAN SAND flL
OVER COUPMCTED EARTH
COMPACTED EARTH
WALL SHALL BE FINISHED WITH SMOOTH STUCCO
AND TRY* RECLET REVEALS TO CONTINUE
BUUMNG TRIM PATTERN AS SHOWN.
PANT PANELS COMPATIBLE WITH
BUUMNG COLOR SCHEME
6- x 8* x 16' CONCRETE
BLOCK GROUTED O STEEL
CELLS ONLY
O 24* O.C. HORC.
«5 O 16' O.C. VERTICAL
STAGGERED
f5 O 16* O.C. VERTICAL DOWELS
STAGGERED
. DOWELS WITH 8'
LEGS O 24' O.C.
r\j
-NEW 12" DEEP \^
CONTINUOUS /
CONCRETE FOOTING/ /WTTH (3) #4
CONTINUOUS
.
BLOCK WALL SCALE1/2'-r-o'
8*« GALVANIZED STANDARD
STEEL PIPE COLUMN
FINISH GRADE
VERTICAL
WITH 13 TTES O 12'
9/10/97
DRAWN BT: RJR
CHEEKED BY: WB
REVISIONS
DATE DESCWTKW mm.
SOUTH PALOMAR
S8S8 EDISON PLACE
JWLS8AD. CA 92008
OB# SD145
STKUCTURAL
DEJAILS
CASE NUMBER
EQUIPMENT SECTION BLOCK WALL S-2
V«TV- ^&.
CODE. CHAPTER Zi AND GUIDELINE FOR SEISMIC RESTRAINTS OF
MECHANICAL SYSTEMS AND PLUMBING PIPING SYSTEMS'.
PUBLISHED BT SMACNA AND PPIC. OR THE SUPERSTRUT-SEISMIC
- OR.-THE KIN-LINE SEISMIC RESTRAINT SYSTEM.
2. ALL ELECTRICAL IWTERIALS AND EQUIPMENT SHALL BE NEW AND
SHALL BE LISTED BY UNDERWRITER'S LABORATORIES (UL) AND SEAR
THEIR LABEL OR LSTEO AND CERTIFIED BY A NATIONALLY RECOGNIZED
TESTING AUTHORITY WHERE UL DOES NOT HAVE A LISTING.
CUSTOM MADE EQUIPMENT SHALL HAVE COMPLETE TEST DATA SUBMITTED
BY THE MANUFACTUREER ATTESTING TO ITS SAFETY. IN ADDITION.
THE MATERIALS. EQUIPMENT, AND INSTALLATION SHALL COMPLY WITH
THE LATEST EDITION OF THE FOLLOWING CODES AND REGULATIONS:
AMERICAN SOCEIY OF TESTING MATERIALS (ASTM)
INSULATED POWER CABEL ENGINEERS ASSOCIATION (IPCEA)
NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)
AMERICAN STANDARD ASSOCIATION (ASA)
NATIONAL FIRE PROTECTION AGENCY (NFPA)
AMERICAN NATIONAL STANDARD INSTITUTE (ANSI)
NATIONAL ELECTRICAL CODE (NEC)
CALIFORNIA CODE OF REGULATIONS TITLE 24 (CCR)
/NST/7VTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE)
ALL LOCAL COOES HAVING JURISDICTION
WHERE THE COOES HAVE DIFFERENT LEVELS OF REQUIREMENTS.
. THE MOST STRINGENT CODE SHALL APPLY.
3 THE CONTRACTOR SHALL VISIT THE SITE INCLUDING ALL AREAS
INDICATED ON THE DRAWINGS. HE SHALL THOROUGHLY FAMILIARIZE
HIMSELF MTH THE EXISTING CONDITIONS AS WELL AS THE ELECTRICAL
AND GROUNDING REQUIREMENTS OF THIS PROJECT AND BY SUBMITTING
A BIO, ACCEPTS THE CONDfTIONS UNDER WHICH HE SHALL BE
REQUIRED TO PERFORM HIS WORK.
4. fT SHALL BE THE CONTRACTORS RESPONSIBLE TO OBTAIN A COMPLETE
SET OF CONTRACT DOCUMENTS. ADDENDA. DRAWINGS AND SPECIFICATIONS
AS WELL AS THE LATEST EDITIONS OF THE COX/SPRINT PCS SfTE DESIGN
SPECIFICATIONS MANUAL AND THE BTS tELCO INTERCONNECT CONDUIT
REQUIREMENTS. HE SHALL CHECK THE DRAWINGS OF THE OTHER TRADES
•ANB SHAH. CAREFULLY READ THE ENTIRE SPECIFICATIONS AND DETERMINE
HIS RESPONSIBILITIES. FAILURE TO 00 SO SHALL NOT RELEASE
THE CONTRACTOR FROM DOING THE WORK IN COMPLETE
ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS.
5. THE CONTRACTOR SHALL COORDINATE HIS WORK WTTH OTHER TRADES
AT THE SITE. ANY COSTS TO INSTALL WORK TO ACCOMPLISH SAID
COORDINATION «HCK DIFFERS FROM THE WORK AS SHOWN ON THE
DRAWINGS. SHALL, BE. INCURRED- BY THE - CONTRACTOR. ANY
DISCREPANCIES.- AHBCUIT1ES OR CONFLICTS SHALL BE BROUGHT TO
THE ATTENTION OF THE JNB TELECOM PROJECT MANAGER AND THE ARCHITECT
IN WRITING PRIOR TO SUMBITTINC A BIO. ANY SUCH CONFLICTS NOT
CLARIFIED PRIOR TO BID SHALL BE SUBJECT TO THE INTERPRETATION
OF THE ARCWTECT AT NO ADDITIONAL COST TO THE OWNER.
5. THE CONTRACTOR SHHL OBTAIN AND KEEP UP-TO-DATE A COMPLETE
RECORD SET OF DRAWINGS. UPON COMPLETION OF THE WORK. A
SET OF REPRODUCIBLE CONTRACT DRAWINGS SHALL 9E OBTAINED
FROM THE JNB TOiCOM PROJECT MANAGER. AND ALL CHANGES AS NOTED ON
THE RECORD SET OF DRAWINGS SHALL BE INCORPORATED THEREON BY THE
CONTRACTOR WITH BLACK INK IN A NEAT. LEGIBLE. UNDERSTANDABLE
AND PROFESSIONAL MANNER. FAILURE TO KEEP RECORD DRAWINGS
UP-TO-OATE SHALL CONSTITUTE CAUSE FOR WITHHOLDING OF
PROGRESS PAYMENTS.
7. ALL INTERRUPTION OF ELECTRICAL POWER SHALL BE "KEPT TO A
MINIMUM. HOWEVER. WHEN AN INTERRUPTION IS NECESSARY, THE
SHUTDOWN MUST BE COORDINATED WITH THE OWNER AND THE LANDLORD
14 DAYS POOR TO DC OUTAGE. ANY OVERTIME PAY SHALL BE INCLUDED IN
THE CONTRACTOR'S BID. WORK IN EXISTING SWITCHBOARDS OR
PANELBOARDS SHALL BE COORDINATED WTTH THE LANDLORD PRIOR
TO REMOVING ACCESS PANELS OR DOORS.
8. SHOP DRAWINGS SHALL BE SUBMITTED FOR ITEMS INDICATED ON
PLANS. SHOP ORAIBNCS SHALL INCLUDE ALL DATA WITH CAPACITIES.
SIZES. DIMENSIONS. CATALOG NUMBERS AND MANUFACTURER'S
BROCHURES,
9 AFTER ALL REOUREMENTS OF THE SPECIFICATIONS AND/OR THE
DRAWINGS HAVE 8EEN FULLY COMPLETED. REPRESENTATIVES OF
COX COMMUNICATIONS PCS. LP WILL INSPECT THE WORK. THE
CONTRACTOR SHALL PROVIDE COMPETENT PERSONNEL TO DEMONSTRATE
THE OPERATION Of ANY ITEM OR SYSTEM TO THE FULL SATISFACTION
OF THOSE REPRESENTATIVES. FINAL ACCEPTANCE OF THE WORK
WILL BE MADE Bt COX COMMUNICATIONS PCS. LP AFTER RECEIPT
OF APPROVAL AW RECOMMENDATION OF ACCEPTANCE FROM EACH
REPRESENTATIVE.
10 THE CONTRACTOR SHALL FURNISH A ONE YEAR WRITTEN GUARANTEE
' OF MATERIALS AHD WORKMANSHIP FROM THE DATE OF
SUBSTANTIAL COMPLETION.
12. COORDINATE WITH OTHER TRADES AS TO THE EXACT LOCATION OF
THEIR RESPECTIVE EQUIPMENT. SUPPLY POWER AND MAKE
CONNECTION TO EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS
REVIEW THE DRAWINGS Of OTHER TRADES AND LOCATION OF EQUIPMENT.
13. EXACT METHOD AND LOCATION OF CONDUIT PENETRATIONS AND
OPENINGS IN CONCRETE WALLS OR FLOORS OR STRUCTURAL STEEL
MEMBERS SHALL BE AS DIRECTED BY THE STRUCTURAL ENGINEER.
PERFORM CORING. SAWCUTTINC. PATCHING. AND REFINISHING OF
EXISTING WALLS AND SURFACES WHEREVER IT IS NECESSARY TO
PENETRATE. OPENINGS SHALL BE SEALED IN AN APPROVED METHOD
TO MEET THE FIRE RATING OF THE PARTICULAR WALL. FLOOR OR
CEILING. EXACT METHOD AND LOCATIONS OF CONDUIT PENETRATIONS
AND OPENINGS N CONCRETE WALLS OR FLOORS SHALL BE UL APPROVED.
14. CONNECTIONS TO VIBRATING EQUIPMENT AND SEISMIC SEPARATIONS:
UQUIO-nCHT FLEXIBLE STEEL CONDUIT IN DRY INTERIOR LOCATIONS
AND IN AREAS EXPOSED TO WEATHER, DAMP LOCATIONS. CONNECTIONS
TO TRANSFORMER ENCLOSURES. AND FINAL CONNECTIONS TO MOTORS.
PROVIDE A SEPARATE INSULATED GROUNDING CONDUCTOR
IN FLEXIBLE CONDUIT RUNS. MAXIMUM LENGTH SHALL BE SIX
FEET UNLESS OTHERWISE NOTED.
15. ROUTE EXPOSED AND CONCEALED CONDUIT PARALLEL AND
PERPENDICULAR TO WALLS AND ADJACENT PIPING. ARRANGE CONDUIT
TO MAINTAIN HEADROOM AND TO PRESENT A NEAT APPEARANCE.
16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAWCUTTING.
TRENCHING. BACKFILLING. COMPACTION AND PATCHING OF CONCRETE
AND ASPHALT AS REQUIRED TO PERFORM HIS WORK. ATTENTION IS
CALLED TO THE FACT THAT THERE ARE EXISTING UNDERGROUND UTILITY
LINES. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFICATION AND
COORDINATION WITH ALL PROPERTY OWNERS. UTILITIES AND
APPROPRIATE "DIG-ALERT" UNDERGROUND MARKING AGENCIES AND
COMPANIES. THE CONTRACTOR SHALL ALWAYS USE EXTREME CAUTION
WHEN TRENCHING FOR HIS WORK. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE PROPER AND APPROVED REPAIR OF ANY
AND ALL DAMAGES CAUSED BY HIM OR HIS WORK.
17. WHENEVER A DISCREPANCY IN QUANTITY OR SIZE OF CONDUIT. WIRE.EQUIPMENT DEVICES. CIRCLVT BREAKERS. GROUND FAULT PROTECTIONSYSTEMS. ETC. (ALL MATERIALS). ARISES ON THE DRAWINGS ORSPECIFICATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FORPROVIDING AND INSTALLING ALL MATERIAL AND SERVICES REQUIRED BY THESTRICTEST CONDITIONS NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONSTO ENSURE COMPELTE AND OPERABLE SYSTEMS AS REQUIRED BYCOX COMMUNICATIONS PCS. LP AND THE ARCHITECT/ENGINEER.
18. UTILITY PENETRATIONS OF ANY KIND IN FIRE AND SMOKE PARTITIONSAND CEILING ASSEMBLIES, SHALL BE FIRESTOPPED AND SEALED WITHAN APPROVED MATERIAL SECURELY INSTALLED.
19. STRAIGHT FEEDER. BRANCH CIRCUIT. AND CONDUIT RUNS SHALL BEPROVIDED WITH SUFFICENT WEATHER PROOF PULL BOXES OR JUNCTIONBOXES TO LIMIT THE MAXIMUM LENGTH OF ANY SINGLE CABLEPULL TO 100 FEET. PULL BOXES SHALL BE SIZED PER CODE ORPER THE LATEST EDITIONS OF THE COX/SPRINT PCS SITE DESIGNSPECIFICATIONS MANUAL AND THE BTS TELCO INTERCONNECT CONDUITREQUIREMENTS WHICHEVER IS MOST RESTRICTIVE. LOCATIONS SHALLBE DETERMINED IN THE FIELD OR AS INDICATED ON THE DRAWINGS.
20. MAXIMUM NUMBER OF CONDUCTORS IN OUTLET OR JUNCTION BOXESSHALL CONFORM 70 THE NATIONAL ELECTRICAL CODC AMD ALLAPPLICABLE LOCAL CODES.
21. IDENTIFICATION NAME PLATES SHALL BE MICARTA 1/8 INCH THICKAND OF APPROVED SIZE WITH BEVELED EDGES AND ENGRAVED WHITELETTERS A MINIMUM OF 1/4 INCH HIGH ON BLACK BACKGROUND.NAMEPLATES SHALL BE PROVIDED FOR ALL CIRCUITS IN THE SERVICEDISTRIBUTION AND POWER DISTRIBUTION SWITCH BOARDS OR PANELBOARDS. DISCONNECTING SWITCHES. TRANSFORMERS. TERMINAL CABINETS.TELEPHONE CABINETS, ETC. ALL NAMEPLATES SHALL BE ATTACHEDWITH SCREWS. PULL BOXES. JUNCTION BOXES. AND DEVICE BOXESSHALL BE MARKED WITH A PERMANENT MARKER.
22. THE EXACT LOCATION OF ALL ELECTRICAL DEVICES AND EQUIPMENTSHALL BE COORDINATED WITH THE PLANS AND DETAILS. PRIORTO INSTALLATION.
23. DRAWINGS ARE DIAGRAMMATIC ONLY. ROUTING OF RACEWAYS SHALL8E AT THE OPTION OF THE CONTRACTOR UNLESS OTHERWISE NOTEDAND SHALL BE COORDINATED WITH OTHER SECTIONS. DO NOT SCALETHE ELECTRICAL DRAWINGS FOR LOCATIONS OF ANY ELECTRICAL,ARCHITECTURAL. STRUCTURAL. CMU OR MECHANICAL ITEMS OR FEATURES.
GROUNDED. PIN AND~SLEEVE TYPE WITH MOUNTING BOX
(APPLETON /ADJA I033-150RS).
25 RIGID GALVANIZED STEEL CONDUIT FITTINGS SHALL BE FULL WEIGHT
THREADED TYPE. ELECTRICAL METALLIC TU8INC (EMT) MAY BE USED
IN WALLS OR CEILING SPACES WHERE NOT SUBJECT TO MECHANICAL
DAMAGE. PVC SCHEDULE 80 MAY BE INSTALLED BENEATH SLAB OR
BELOW GRADE. AN EQUIPMENT GROUNDING CONDUCTOR SHALL 8E
PROVIDED IN ALL CONDUIT RUNS.
26. RIGID GALVANIZED STEEL CONDUIT FITTINGS SHALL BE THREADED AND
THOROUGHLY GALVANIZED. ELEOBCAL METALLIC TUBING (EMT) CONDUIT
FITTINGS SHALL BE STEEL. RAINTIGHT THREADLESS COMPRESSION TYPE.
DIE CAST, SET SCREW. OR INDENTER TYPES ARE NOT ACCEPTABLE.
SET SCREW TYPE IS NOT ACCEPTABLE.
27. ALL TELCO CONDUIT INSTALLATIONS AND OTHER EMPTY CONDUIT
RUNS AND STUBS SHALL INCLUDE A 3/8' POLYPROPYLENE
PULL STRING.
28. ALL CONDUCTORS SHALL BE COPPER #12 AWC MINIMUM SIZE. TYPE
THHN/THWN THERMOPLASTIC. 600 VOLT. 75 DEGREES CELSIUS WET
AND 90 DEGREES CELSIUS DRY AND UL LISTED UNLESS NOTED
OTHERWISE. CONDUCTORS *12 AWG AND SMALLER SHALL BE SOLID.
CONDUCTORS #10 AWG AND LARGER SHALL BE STRANDED.
29. JUNCTION AND PULL BOXES: FOR INTERIOR DRY LOCATIONS. BOXES
SHALL BE GALVANIZED ONE-PIECE. DRAWN STEEL, KNOCKOUT TYPE
WITH REMOVABLE MACHINE SCREW SECURED COVERS. FOR OUTSIDE.
DAMP. OR SURFACE LOCATIONS, BOXES SHALL BE HEAVY CAST
ALUMINUM OR CAST IRON WITH REMOVABLE. GASKETED. NON-FERROUS
MACHINE SCREW SECURED COVERS. BOXES SHALL BE SIZED FOR
THE NUMBER AND SIZES OF CONDUCTORS AND CONDUIT ENTERING
THE BOX AND EQUIPPED WITH PLASTER EXTENSION RINGS WHERE
REQUIRED. BOXES SHALL BE LABELED TO INDICATE PANEL AND
CIRCUIT NUMBER. OR TYPE OF SIGNAL OR COMMUNICATIONS SYSTEM.
30. ALL OUTDOOR ELECTRICAL DEVICES OR EQUIPMENT SHALL BE OF
WEATHERPROOF TYPE.
31. ALL EQUIPMENT, MONOPOLE. FRAME. CABLE TRAY AND ANTENNA
GROUND WIRE CONNECTIONS TO GROUND BUSSES SHALL BE MADE
WITH CRIMP TYPE COMPRESSION CONNECTIONS TO CONNECTORS
(MINIMUM 2 HOLE LUGS WITH FULL BOLTING). BUSS SHALL BE
PRE-DR1LLED TO ACCOMMODATE ALL CONNECTORS.
ALL GROUNDING SHALL BE PER N.E.C. SECTION 250 AND 810 AND
THE GROUNDING REQUIREMENTS OF THESE DRAWINGS AND THE
COX/SPRINT PCS SITE DESIGN SPECIFICATIONS MANUAL.
33. ALL GROUND WIRE CONNECTIONS BETWEEN GROUND BUSSES AND
OTHER GROUND BUSSES AND GROUND RODS SHALL BE CADWELOEO
OR IRREVERSIBLE COMPRESSION TYPE CONNECTORS.
34. ALL METAUC GROUND WIRE CONDUIT SHALL BE GROUNDED TO THE
GROUND WIRt' USING SET SCREW CONNECTIONS AT CONDUIT END
CAPS AND CRIMP CONNECTIONS AT WIRE. SEE DETAIL
35. COAT ALL BOLTED LUC it BUSS GROUND CONTACT SURFACES WITH
KOPR-SHIELD. NO-OX. OR EQUAL PRIOR TO ATTACHMENT.
36. MAIN CIRCUIT BREAKER SHALL BE RATED FOR STANDARD A.I.C.
RATING HIGHER THAN INCOMING A.I.C.
37. ALL EQUIPMENT SHALL 8E U.L LISTED.
38. ALL EQUIPMENT SHALL BE BRACED FOR STANDARD A.I.C. RATING
HIGHER THAN INCOMING FROM UTILITY CO.
39. ALL CORING CLEARANCES SHALL BE FIELD VERIFIED AND ALL
CONDUIT ROUTING SHALL BE COORDINATED WITH BUILDING OWNERS
REPRESENTATIVE.
40. ALL CONNECTIONS TO EXISTING MAIN SW1TCHCEAR INCLUDING
-BUS-TAPS' AND/OR "HOT-TAPS' REQUIRE CERTIFICATION AND
APPROVAL FABRICATION AND CERTIFICATION SHALL BE FURNISHED
BY A CONTRACTOR APPROVED BY THE APPLICABLE UTILITY.
41. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES
FOR FINAL AND EXACT WORK AND MATERIAL REQUIREMENTS.
CONSTRUCT TO UTILITY COMPANIES ENGINEERING PLANS AND
SPECIFICATIONS ONLY.
42. ALL BROCHURES. OPERATION MANUALS. CATALOGS. SHOP DRAWINGS.
ETC. SHALL BE TURNED OVER TO THE JNB TELECOM CONSTRUCTION
MANAGER AT THE COMPLETION OF WORK.
CONDUIT RUN UNDERGROUND (LINE WEIGHT VARIES)
3 CONDUIT STUBBED OUT AND CAPPED
—T— TELEPHONE CONDUIT RUN WITH PULL STRING IN PLACE
Q) PROTA8LE GENERATOR RECEPTICAL
U I DISCONNECT SWITCH
(•) GROUND ROD
•<J>- LIGHT FIXTURE
r°~1 MANUAL TRANSFER SWITCH AND REVERSE GENERATOR RECEPTACLE
FUSED DISCONNECT
MANUAL TRANSFER SWITCH
TELEPHONE TERMINAL BACKBOARD "TTB".
3/4' SANDED AND PAINTED CDX PLYWOOD.
UNLESS NOTED OTHERWISE.
A "AMPS"
AFF ABOVE FINISHED FLOOR
AGB ANTENNA GROUND BUS BAR
AtC "AMPERES INTERRUPTING CAPACITY"
C. "CONDUIT. WITH CONDUCTORS AS REQUIRED BY DRAAWINGS
OR SPECIFICATIONS
C.O. "CONDUIT ONLY". PROVIDE MINIMUM (l) PULL STRING
IN EACH EMPTY CONDUIT
GND GROUND
(j) JUNCTION BOX
KVA "KILOVOLT - AMPERES"
KW "KILOWATT
MGB MAIN GROUND BUS BAR
MTS MANUAL TRANSFER SWITCH
O.C. "ON CENTER"
SGB SECTOR GROUND BUS BAR
UNO UNLESS NOTED OTHERWISE
V "VOLTS"
WP WEATHERPROOF. NEMA 3R
9/10/97
DRAWN BY: RJR
CHECKED BY: W8
REVISIONS
DATE OeSCRFTlON IWT1AL
PROPRIETARY INFORMATION
IX MTOfeMDOM CammtO N IMS SET OFCOtSTRUCnON DOCUMENTS 8 PBOPWtTARr BY
NATURC. Mff USE OH OOCUMUtt OTHER TWINwcjwoj BLOB meat catueuaxt PCS. LP.s snacnr cramm.
SOUTH PALOMAR
5858 GDSQN PLACE
CARLSBAD, CA 92006
JOB# SO145
ELECTRICAL NOTES
SYMBOLS
CASE NUMBER
E-1
NEW TRANSFORMER
NEW SOG*E MEIER AHO
EXISTINGTOCOUPOE
DUSTING MAIN SWITCHBOARD
2* SCHEDULE 80 PVC TELEPHONE
SERVICE CONDOtT WITH 1/8" PULL
SIRING DOWN ADJACENT WALL TO
TELEPHONE JUNCTION BOX
ACROSS CQUNC THROUGH
WAREHOUSE ELEVATION ± 23*
DOWN AD4ACEKT WALL TO
MANUAL TRANSFER SWITCH
AND GENERATOR RECEPTACLE
SEE POWER PLAN BELOW
-LOCATE GROUND RODSIN PLANTER AREA
SEE POWER PLAN BELOW
UTILITY RUN PLAN
SEE UTILITY RUN ABOVE -FOR TELCO SERVICE SEE UTTUTY RUN ABOVE FORELECTRICAL SEKriCE
KEYED NOTES: CONSTRUCTION
& SEE POWER SINGLE LINE DIAGRAM^ SHEET E-3
<^> ELECTRICAL SERVICE FROM METER
^> 1* PVC CONDUIT FOR GROUND
<4> EXISTING CURB O LOADING DOCK
^5> PRIMARY BASE TRANSCEIVER STATIONNX (BTS) LOCATION <
<6> EXPANSION CABINET <
<9> PRIMARY POWER CABINET <
<|> BATTERY CABINET <
<j£> AUXILIARY CABINET <
<^> ANTENNA COVER ASSEMBLY
<^J> COX COMMUNICATIONS GPS ANTENNA
^ UNISTRUT PI 001 ATTACHED WITH 1/2'«^^ M.B. TO OtSTHC OBNET LFTNG HOLES <N ACCOnMNCE WITH COX/SPRWT PCS SITE
0€S10N SPCCtnCADOMS MMWM.
<{^> PROVIDE LIGHT FIXTURE. ENCLOSED AND
^ GASKETED. ISO WATT INCANDESCENT LAMP.GLASS GLOBE AND GUARD. MOUNTED ONWEATHERPROOF JUNCTION BOX PROVIDEVf C-2 112 * \ |12 CND TO KNOCKOUT <IN SIDE OF PRIMARY POWER CABINET
2CM-1P BRANCH ORCUT BREAKER SECTION <
rffe Q£CrmCAL OeCONHECT SWITCH ON <v UNISTRUT ANCHORED TO WALL
rfb MANUAL TRANSFER SWITCH CM UMSTRUT^^ ANCHORED TO WALL
PLAN
$> REVERSE SERVICE GENERATOR
fi> CONOWT TO MANUAL TRANSFER SWITCH
(p IB"" COAXIAL CABLE TRAY.^-
(^ r SCHEDULE 80 TOEPHONE SERVICE^ WITH 3/8* PUU STRING AND TRUI
MEASURING STRIP
x 3 *S- Pt**
CONCRETE EQUIPMENT CURB AND SLAB
»'-«• HGH CHMKLIKK GATES W/PAD LOCK
CONCRETE BLOCK WALL
CONCRETE WALK & LANDING EXTENDED
TO EDGE OF PARKING
EXISTTNC ROOF ORAIN OUTLETS TO REMAIN
UAJN GROUND BUS (MOB)
3/4' PVC SgCDULC 80 CONDUIT WITHSOLO M COPPER STRANDED TELCO GROUNDNGWRE. STUB ABOVE LOWER SHELF OF AWOLWffCABIHET. TERMINATE WIRE AT UAIH GROUND
BUS WTTH APPROVED DOUBLE LUC CONNECTION
AND LEAVE 5' OF THE *« COILED AT THE
AUXILIARY CABINET FOR TELCO INSTALLATION
GROUND ROD TEST BOX (TYPICAL)
GROUND ROCS (TYPICAL)
EXTERIOR WALL OF EXISTING BUILDING
SOUTH PALOMAR
sasa EDSON PLACE
CARLSBAD. CA 92008
JOB# SD145
POWER PLAN
CASE NUMBER
POWER PLAN E-2
2* C- 3 fl.t 13 CRO
EXISTING MAM
SWITCH BOARD
LIQUID TIGHT
FLEXIBLE CONDUIT
EXISTING SERVICE
GROUND
3/4* C- 2 f 6.1 |10 GRO
2*C 3 fl.1 |6 GRD
PRIMARY POWER
CABINET
POWER SINGLE LINE DIAGRAM NOTES
(T) ELECTRICAL SERVICE COMBINATION METERING AND MAM DISCONNECT.
^ 100 AMPERE. 277/480 VOLT. THREE PHASE. 3 POLE. 4-WRE. ALWALT
1217 MTBP MS-IS COMMERCIAL METER-PULLOUT COMBNATTON SAFETY
BOX AND TEST BY-PASS FACfUTIES. MANUAL PULL-OUT 40 AMPERE
CLASS T FUSES IN PHASES *A* * "B' ONLY. BUSSUANN fJJS. C.L,
FA 42.000 A.I.C NEMA 1 ENCLOSURE
(2) 100 AMP. 240 VOLT. 2 POLE. DOUBLE THROW. NON FUSED. MANUAL
^ TRANSFER SWITCH. SQUARE "0* fOTU 223 NRB, NEMA 3R ENCLOSURE.
(3) 100 AMP. 240 VOLT, 2 POLE, HEAVY DUTY FUSED DISCONNECT SWITCH.
^ SIEMENS fNR 323 SERIES A. NEMA 3R ENCLOSURE CLASS RK1 FUSES.
BUSSMANN TYPE KWN-R. CJ_. FA. 100 AMP
(7) 100 AMP. 2 POLE, 3 WIRE. 240 VOLT REVERSE SERVICE WEATHERPROOF^ RECEPTACLE 'APPLETON* fADJA t033-124RS.
(?) DRY TYPE TRANSFORMER. 25 KVA 480 VOLTS. SINGLE PHASE TO
^ 120/240 VOLTS SINGLE PHASE, 3 WIRE SQUARE 0 CO. |25S40F
20' HIGH x 16* WIDE x 14* DEEP 300 POUNDS. MOUNT ON BRACKET ABOVE METER
(?) TAP EXISTING 800 AMPERE 277/480 VOLT. 3 PHASE, 4 WIRE MAMs-^ SWITCHBOARD UNDERGROUND PULL-SECTION
BUS TAPS REQUIRE CERTIFICATION AND APPROVAL. FABRICATION AND
CERTIFICATION SHALL BE FURNISHED BY PACIFIC ELECTRIC CO. TEMECULA. CA
DON CARTWRK3HT. (909) 676-3374
(7) PREVIOUS YEAR'S PEAK DEMAND LOAD x 1.25 + NEW LOAD TOTAL IS
^ UNDER 660 AMPERES
(a) COX COMMUNICATIONS PCS. INC. PRIMARY POWER CABINET
(?) FINAL CONNECTION WITH 36' OF 2* UQUID TIGHT FLEXIBLE METAL CONDUIT.
(fo) TRANSFORMER GROUNDING. 3/4* C - 1 f4 ft (1) 3/4* x 10' COPPER
^ CLAD STEEL GROUND ROD PER CODE
(jj) LOCATE SWITCH ADJACENT TO TRANSFORMER .
(12) SERVICE GROUND: 3/4*C - 1 f4 BOND TO EXISTING BUHJXNG MAIN
^ SWITCHBOARD SERVICE
POWER SINGLE LINE DIAGRAM/
INSIDE EDGE
(TYPICAL)
MOUNTING
HOLES (VERIFY)
PUCE 3/4* BACKBOARD IN FRONT OF
MOUNTING CHANNEL. BACKBOARD
SHALL BE PLACED BY COX FIELD
TECHNICIAN
TELCO BACKBOARD CABINET
MOUNTING CHANNEL
GROUNDCONDUIT
NOTE:
THE SECOND SHELF IN THE AUX CABINET WILL REQUIRE
TWO CUTOUT PENETRATIONS TO MATCH THE HOLES CUT
IN THE BOTTOM OF THE CABINET TO SUPPORT TELCO
AND GRD. THE TELCO CONDUIT HOLE SIZE SHOULD BE A
MINIMUM 2*. THE GRO CONDUIT CUTOUT SHOULD BC A
MINIMUM OF 3/4*. PLEASE NOTE THAT THESE MEASUREMENTS
PROVIDED ARE 'CENTERUNE MEASUREMENTS. OTHER SIZE
MODIFICATIONS OF THE SHELF CUTOUTS COULD BE APPLICABLE.
PENDING APPROVAL BY COX INTERCONNECT ENGINEER. IT IS
MANDATORY TO MAKE SURE THAT THE CONDUIT PENETRATIONSARE IN FRONT OF THE TELCO BACKBOARD IN THE AUX CABINET.
INSIDE EDGE
(TYPICAL)
9/10/97
DRAWN BY: RJR
CHECKED BY: WB
REVISIONS
DATE OESCfflPTON NflMi.
«ICXIT<CTI>»< H runtime
IOUTH PALOMAR
5858 EDISON PLACE
CMLS8AD. CA 92006
OB# SO145
SINGLE UNE DIAGRAM
ELECTRICAL CLOSET
CASE NUMBER
AUXILIARY CABINET 1/2*-E-3
THIS SCHEMATIC DIAGRAM IS SHOWN TO ILLUSTRATE GENERALSYSTEM RELATIONSHIPS AND CONNECTION DESCRIPTIONS.ACTUAL INSTALLATION DETAILS. LENGTHS OF CABLES ANDCONDUCTORS, MOUNTING POSITIONS AND ROUTES MAY VARYDUE TO SJTE SPECIFIC CONOTONS.
CABLE TRAY
SECTIONS (TYPICAL)
COAXIAL CABLE RUNSTO CABINETS VIA CABLETRAY (TYPICAL)ui m
"AGB"
3* x 12' x 1/+" GROUND
BUS MOUNTED ON PORCELAININSULATORS ON OR NEAR BASEOF BUILDING WALL
1 12 AWC STRANDED
INSULATED
PROVIDE 1 feCOPPER JUMPERS
WITH (2) HOLE LUGS ORCOX APPROVED JUMPERPLATES BETWEEN EACHSECTION OF CABLE TRAY
GROUND FORCOAXIAL CABLEPER MANUFACTURERSRECOMMENDATIONS
COAXIAL CABLE RUNS
TO BTS CABINETS VIACABLE TRAY
/ i i i i /
f 2 AWC STRANDED
INSULATED TOCABLE TRAY
t f2 AWCSTRANDEDINSULATED
BURNDY YGHC
ZC2 CONNECTOR
O O
|2 AWG STRANDED
INSULATED TO
CABLE TRAY
1 f2 AWG
STRANDEDINSULATED
BURNDY YGHC •2C2 CONNECTOR
JZ AWG STRANDEDINSULATED TOCABLE TRAY
MGB'
COPPER 4* x 18' x~ \/f 7
GROUND BUS MOUNTED ON /
PORCELAIN INSULATORS ON/UNtSTRUT POSTS /
ALL GROUNDING OF CABINETS-AND EQUIPMENT INCLUDING, SIZE.'TYPE 4 LOCATION SHALL BE BY
OTHERS
COX BTS
EQUIPMENT CABINETASSEMBLY
MAIN GROUND LEAD1* C-1 #2/0 STRANDEDINSULATED
BURNDY YCH TYPE
CONNECTORS (TYPICAL)
MAIN GROUND LEAD TO TESTBOX AT GROUNDING RING
9/10/97
DRAWN BY: RJR
GROUND FOR
COAXIAL CABLEPER MANUFACTURERS
RECOMMENDATIONS
(2) HOLE LUC
CONNECTION (TYPICAL)
"SGB1
• COPPER 2* x 6' x 1/4*
GROUND BUS MOUNTED
TO CABLE TRAY ONPORCELAIN INSULATORS
(TYPICAL OF 3)
1 f2 AWG STRANDEDINSULATED GROUNDLEAD FROM FARTHESTANTENNA LOCATION TOANTENNA GROUND BUS(ACB) VIA CABLE TRAY
CHECKED BY: W8
REVISIONS
DATE OESCRFTWN
CROUKDMC RMO LOCATEDAT GRADE
TEST BOX
SOUTH PALOWAR
5BS8 EDISON PLACE
CARLSBAD. CA 92000
JOB# SD145
GROUNDING
NOTES & DETAILS
CASE NUMBER
GROUNDING SCHEMATIC MOT TO
SOU E-4
EQUIPMENTGROUND(TYPICAL)
BY
COMPRESSIONLUC (OR EQUAL)
COPPER GROUND BUS
BAR. AS MANUFACTURED
BY BURNDY, NEWTON.
B-UNE OR EQUAL
COMPRESSIONLUC (OR EQUAL)
MOUNTHCHOUI
FDR SUPPORT
BRACKET WITH
PORCELAIN MSULATOR
(TYPICAL)
|2 SOLID COPPERTO EQUIPMENTSUPPORT FRAME(TYPICAL)
12/0 STRANDEDCOPPER TOBUILDING STEELOR GROUND RODS
(TYPICAL) '
TYPICAL DETAIL SCALEr-r-o'
5/8*
«•• (TYPICAL)
5/8'» (TYPICAL OF 2)
ANTENNA GROUND BUS BAR "AGB"
SET SCREW CLAMP
ON END CLAMP
EMT CONDUT
GROUND WIRE
CU. CRIMP CONNECTION
WEATHER PROTECTED
TAPE BALL
END CAP
4'
r-1-3/4*
(TYPICAL OF
1/2"# (TYPICAL OF 6}
5/8'* (TYPICAL OF 2)
MAIN GROUND BUS BAR "MGB"
5/8" TYPICAL—^
SPACING BOTH ^^
WAYS •BURNDY TYPE
YA2CL-2TCU
LUG (OR EQUAL)
5/«*» (TYPICAL OF 2)
1/4'» (TYPICAL OF 12)
STRANDED GROUND
FARTHEST ANTENNA
-BURNDY TYPE YCHC2C2
CONNECTOR (OR EQUAL)
SECTOR GROUND BUS BAR "SGB".1-1/2 - 1-0
CHAtNUNK
GATE ASSEMBLY
ALL STia FENCE AND ALL HNCE
POSTS ADJACENT TO GATES (TYPICAL)
MECHANICAL TYPE CONNECTOR
WITH BRACED COPPER JUMPER
TO GATE POST. BURNDY TYPE
GG (OR EQUAL)
MECHANICAL TYPE CONNECTOR
TO HINGE POST OR FENCE POST.
BURNDY TYPE CAR (OR EQUAL)
'** GRADE
f 2 SOU) COPPER.
12* RADIUS
CONCRETE FOOTWC O FENCE
POST (TYPICAL)
FINISH GRADE
f 2 SOLID BARE
COPPER (TYPICAL)
BURNDY TYPE
YGHP-S8C2W-2TN
CONNECTOR (TYPICAL)
NOTE: . :
GROUND RODS SHALL HAVE
A CONCRETE BOX AT ALL TEST
POINTS (SEE DETAIL '6/E5*)
GROUNDING RING SCALE
N.T.S.
MAM GROUND BUS ON PORCELAM
MSUATORS SEE OETAB. "2/tS'.
CENTER BEHMD PRMARY POWER
CASKET
EQUPUEMT
CURB
S/T# BOLT WITH
VB* SHWG NUTS
CROUND BUS
CONCRETE APftON
SLAB
BROOKS CONCRETEDBox-e s/v wsioe
DIA,x12* DEEP
BURNOY TYPE
YGMP-58C2W-2TN
CONNECTOR
12 SOLID BARE COPPER
TO NEXT GROUND ROD
5/8' x e'-fl' COPPQ?
CLAD STEEL GROUND
SOD
f2/0 SOUD BARE OOPP0TTHNSmCN TO f2/D
STRANDED COPPER AT
«* ABOVE GRADE WITH
BYRNDYTYPE YGHP-
SBC2V-2TN CONNECTOR
NOTE:
Ail CONDUT BELOW CRATE
SHALL BE PVC SCHEDULE 40
GROUNDING GENERAL NOTES FOR DFTAILS j 5 k 6
1. ALL DETAILS ARE SHOWN IN GENERAL TERMS.
ACTUAL GROUNDING INSTALLATION AND MOUNTING
MAY VARY DUE TO SITE SPECIFIC CONDfllONS.
2. GROUND ROD SHALL BE COPPER CLAD STEEL '5/8* DIAMETER. 8 FEET LONG. PROVIDEMINIMUM OF FOUR (4) GROUND RODS TOACHIEVE 5 OHMS OR LESS GROUND RESISTANT.
3. CONTRACTOR SHALL MEGGAR GROUND RESISTANCE AT MSB" TO VERFYTHAT RESISTANCE SHALL NOT EXCEED S OHMS AND SHALL SUBMITAN,INDEPENDENT TESTMC REPORT WDKATNG RESISTANCE VALUES .,OBTAINED:- CONTRACTOR SHALL PROVIDE GROUND RODS. MAXIMUM(4) TOTAL AT NO ADD010NAL COST. AS REQUIRED TO ATTAIN TWSVALUE OR LESS. WHERE MULTFLE GROUND RODS ARE INSTALLED.THEY SHALL NOT BE LESS THAT 8 FEET NOR MORE THAN 16 FEETAPART UNLESS APPROVED BY MB TELECOM PROJECT MANAGER,
4. TESTING: PERFORM FALL OF POTENTIAL TESTPER IEEE STANDARD NO. 81. SECTION 9.04 ONTHE MAIN GROUNDING ELECTRODE.
5. CONCRETE PRECAST BOX WITH TRAFFIC COVER (BROOKS/1 -RT)TYPE TO FIT CWR THE GROUND CONNECTION. COVER SHAILBE OF CAST RON AND SHALL BE ENGRAVED "SIGNAL GROUND*.
6. USE MINIMUM J2/0 AWG COPPER CONDUCTORFOR COMMUNICATION SERVICE GROUNDINGCONDUCTOR.
7. INSTALL GROUNDING AND BONDING CONDUCTORS WITHSUFFICIENT SLACK TO AVOID BREAKING DUE TOAND MOVEMENT OF CONDUCTOR AT ATTACHED POINTS.
GROUND WELL TEST BOX NOT TO
SCALE
IX INrOKUMWH CCIftNNtD K TWS SO OfcoNSiaucnoN DOCUMENTS s PWOPHTWT BY
MMURL «NT list OK OGCUSUK ODCR TKUt THUWHICH RtlATCS TO COX COMMUNICATIONS PCS. UP.
IS SITOCUT PdOHBtTOX
9/10/97
DRAWN BY: RJR
CHECKED BT: WB
REVISIONS
DATE OeSCRPTION NTtlALJ
OUTH PALOMAR
5858 EDtSCN PLACEJWLSBAD. CA 92006
OB# SDL45,-- -to..jr -^feijaip-viy--
GROUNDING DETAILS
CASE NUMBER
CONDUIT GROUND CONNECTION SCALE
M.T.S.FENCE GROUNDING MAIN GROUND BUS ANCHOR | 3-!^- | 9 10 F-5