8/20/2019 P__AT&T Ericsson - Sacramento_2010 LTE Sites_CNU3657_01-Construction_Rev 4_CNU3657 T-1 (1)
1/13
8/20/2019 P__AT&T Ericsson - Sacramento_2010 LTE Sites_CNU3657_01-Construction_Rev 4_CNU3657 T-1 (1)
2/13
GENERAL
NOTES
FOR EXISTING AWS CELL
SITES
1 . PR OR TO THE SUBMISSION
OF
BDS THE BDDNG SUBCONTRACTOR SHALL VST THE CELL
S I TE TO
FAMLARZE WITH
THE EXSTNG CONDTONS AND TO CONFIRM THAT THE
W OR K C AN B E
ACCOMPLSHED AS
SHOWN ON
THE
CONSTRUCTON DRAWINGS. ANY DSCREPANCY FOUND SHALL
BE
BROUGHT TO THE
ADENTloN
OF CONTRACTOR.
2. SUBCONTRACTOR SHALL VERFY ALL EXSTNG DMENSONS
AND
CONDTONS
PRIOR
TO COMMENCNG ANY
WORK.
ALL
DMENSONS OF EXSTNG CONSTRUCTON
SHOWN
ON THE
DRAWINGS
MUST BE VERFED SUBCONTRACTOR SHALL
NOTIFY THE CONTRACTOR
OF
ANY
DSCREPANCES PROR TO
ORDERING MATERIAL
OR PROCEEDNG WITH
CONSTRUCTON
3 . T HE E X ST NG C EL L
S IT E I S
IN FULL COMMERCAL OPERATON ANY CONSTRUCTON
WOR K B Y
SUBCONTRACTOR
SHALL NOT DISRUPT THE EXSTNG NORMAL OPERATON ANY
WORK
ON EXSTNG EQUPMENT MUST
BE
COORDINATED
WITH CONTRACTOR. ALSO WORK SHOULD
BE
SCHEDULED
FOR
AN APPROPRATE MANTENANCE
WINDOW
USUALLY IN
LOW TRAFFC PERODS AFTER MDNGHT
4 . S NCE
THE
CELL S I TE I S
ACTIVE,
ALL
SAFETY
PRECAUTONS MUST BE
TAKEN
WHEN
WORKING
AROUND HIGH LEVELS
OF
ELECTROMAGNETIC RADIATION.
EQUPMENT SHOULD BE
SHUTDOWN
PROR TO PERFORMNG
ANY
WORK
THAT
COULD EXPOSE THE
WORKERS
TO
DANGER.
PERSONAL RF EXPOSURE
MONITORS
ARE ADVSED TO B E W OR N T O
ALERT OF ANY DANGEROUS
EXPOSURE LEVELS
5. SUBCONTRACTOR SHALL DETERMNE ACTUAL ROUTING
OF
CONDUT
POWER AND
T1 CABLES GROUNDNG CABLES AS
SHOWN
ON THE POWER, GROUNDNG AND TELCO PLAN DRAWING . SUBCONTRACTOR SHALL UTL ZE EXSTNG TRAYS
AND/OR SHALL A DD N EW
TRAYS AS
NECESSARY SUBCONTRACTOR SHALL
CONFIRM
THE
ACTUAL ROUTING WITH
THE
CONTRACTOR.
6. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DSPOSE OF ALL SCRAP MATERIALS SUCH AS COAXAL CABLES
AND
OTHER
ITEMS
REMOVED
FROM THE EXSTNG
FACILITY.
ANTENNAS
REMOVED
SHALL BE
RETURNED
TO THE OWNERS
DESIGNATED LOCATION.
~ L Y
0
01/31/11
100
DRA
1
05/09/11
100
DRA
2
06/16/11
CLI
3
07/29/11
REM
QU
4
08/18/11
PLA
~ P L N S
PREPARED
1062 CONC
LIVERMORE
TEL,
(925
POC
COR
~ I
•
3140 GOLD
CAM
RANCHO CORD
CNU
LTE SITE
FA.
:
100674
PUISSIMA H
ARASTRADER
LOSALTOS
~ O N S U L T N T
r-REV.:=DATE:=DE
' --DRAWN BY:
4430
ROSE
PLEASANTON
;::PROJECT INFORMA
~ C U R R E N T I S S ~ B I
ISSUED FOR:
~ S H E E T
TITLE:
GENERA
LEGEN
ABBREV
~ m u T
3
GENERAL CONSTRUCTIONNOTES:
13.
THE CONTRACTOR SHALL MAKE NECESSARY PROVS ONS TO PROTECT EXISTING IMPROVEMENTS PAVING, CURBS,
VEGETATION, GALVANZED SURFACES E TC . A ND U PON COMPLETON OF WORK REPAR ANY DAMAGE THAT
OCCURRED DURING CONSTRUCTON TO THE SATISFACTION OF AT T.
14. KEEP GENERAL AREA CLEAN
HAZARD
FREE
AND
DSPOSE
OF
ALL
DIRT,
DEBRS RUBBISH AND
REMOVE
EQUPMENT NOT SPECF ED AS REMANNG ON THE PROPERTY LEAVE PREMSES IN
CLEAN
CONDTON
AND FRE E
FROM PANT SPOTS DUST OR
SMUDGES
OF
ANY
NATURE
1. THE FACIL ITY
I S A N
UNOCCUPED DIGITAL TELECOMMUNCATON FACILITY.
2 . P LA NS
ARE
NOT TO BE SCALED
A ND A RE
INTENDED TO
BE
A DIAGRAMMATIC OUTLNE ONLY UNLESS
NOTED
OTHERWISE. THE WORK SHALL INCLUDE FURNSHNG MATERIALS, EQUPMENT APPURTENANCES AND L ABOR
NECESSARY TO COMPLETE ALL INSTALLATONS AS INDICATED ON THE
DRAWINGS.
15. PENETRATONS
O F ROO F
MEMBRANES SHALL BE PATCHED/FLASHED
AND
MADE WATERTIGHT
USING
LKE
MATERIALS
IN ACCORDANCE WITH NRCA
ROOFING STANDARDS
AND DETALS
CONTRACTOR
SHALL
OBTAIN DETAIL ING
CLARFCATON FOR SITE-SPECIFIC CONDT ONS FROM ENGNEER IF NECESSARY BEFORE PROCEEDNG
16.
BEFORE
ORDERING
AND/OR
BEFORE FABRICATING/CONSTRUCTING/INSTALLING
ANY
ITEMS VERFY THE
TYPES AND
QUANTTES
17.
CONTRACTOR SHALL PROVIDE
SITE
FOREMAN WITH A CELLULAR PHONE
AND
PAGER,
AND
KEEP SAME ON SITE
WHENEVER PERSONNEL
ARE
ON SITE.
18.
THE CONTRACTOR
SHALL VERFY ALL DMENSONS
AND
CONDTONS ON THE SITE
AND NOTI FY THE
PROJECT
MANAGER
OF
ANY DSCREPANCES BEFORE
START ING ANY WORK .
19. KEEP GENERAL AREA CLEAN
HAZARD
FREE
AND
DSPOSE
OF
ALL
DIRT,
DEBRS RUBBISH AND
REMOVE
EQUPMENT NOT SPECF ED AS REMANNG ON THE PROPERTY LEAVE PREMSES IN
CLEAN
CONDTON
AND FREE
FROM PANT SPOTS DUST OR SMUDGES
OF ANY NATURE.
20. CONTRACTOR TO PROVIDE COMPLETE
SET
OF AS BUILT DRAWINGS
WITHIN
10 WORKING DAYS OF PROJECT
COMPLETON
21. CONTRACTOR I S TO EXCAVATE 6 BELOW EXSTNG GRADE AND SPRAY WI TH WEED CONTROL REPLACE WITH
CLASS I AGGREGATE BASE AND CRUSHED WASHED ROCK AS SPECF ED ON
SITE
PLAN
22.
CONTRACTOR
SHALL
PROVIDE TOILET FACIL ITY DURING
ALL PHASES OF CONSTRUCTON
23. PRIOR
TO THE COMMENCEMENT
OF
CONSTRUCTON OR THE
FABRICATION OF MATERIALS
T O B E INSTALLED AT THE
SITE, THE CONTRACTOR
SHALL
FIELD
VERFY ALL DMENSONS INCLUDNG
AS-BUILT
DMENSONS
OF EXISTING
STRUCTURES OR STRUCTURAL ELEMENTS
HAVING
A
BEARING ON THE
SCOPE
O F THE
WORK
TO
BE PERFORMED
IF ANY DSCREPANCY
IS
FOUND
BETWEEN
THE VAROUS ELEMENTS
OF
THE WORK ING DRAWINGS AND THE
DMENSONS OR CONDTONS FOUND TO
BE
EXSTNG IN T HE F E LD T HE CONTRACTOR SHALL NOTIFY THE
ENGNEER AND
OBTAIN DESIGN
RESOLUTON PROR TO PROCEEDNG
WITH THE
PoRTloN(S)
O F THE
WORK
AFFECTED THE CONTRACTOR SHALL ASSUME SOLE LABLTY
FOR
ANY FALURE TO
SO
NOTIFY THE ENGNEER AND
OBTAIN RESOLUTON BEFORE PROCEEDNG
3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS SHALL VST THE JOB
SITE
AND
BE
RESPONSIBLE
FOR
ALL CONTRACT DOCUMENTS FIELD CONDTONS AND DMENSONS AND CONFRMNG THAT THE
WORK
MAY
BE
ACCOMPLSHED AS SHOWN PRIOR TO PROCEEDNG WITH CONSTRUCTON ANY DSCREPANCES ARE TO
BE
BROUGHT TO
THE
ADENTION OF THE IMPLEMENTATON ENGNEER AND ENGINEER PROR TO PROCEEDNG WITH THE
WORK.
4.
THE CONTRACTOR
SHALL OBTAN IN
WRITING,
AUTHORZATON TO PROCEED BEFORE
STARTING
WOR K O N A NY I TE M
NOT CLEARLY DEFNED OR IDENTFED BY
THE CONTRACT
DOCUMENTS
5.
THE CONTRACTOR
SHALL INSTALL ALL EQUPMENT
AND MATERIALS
IN ACCORDANCE WITH MANUFACTURERS
RECOMMENDATONS UNLESS SPECF CALLY
INDICATED OTHERWISE
OR
WHERE
LOCAL CODES OR REGULATONS TAKE
PRECEDENCE
6 . ALL
WORK
PERFORMED
AND
MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE
CODES REGULATONS AND ORDNANCES CONTRACTOR SHALL
GIVE
ALL NOTCES AND COMPLY WITH ALL LAWS,
ORDNANCES RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORTY REGARDING THE
PERFORMANCE OF
THE WORK .
MECHANCAL
AND
ELECTRCAL
SYSTEMS
SHALL BE INSTALLED IN ACCORDANCE WITH
ALL APPLICABLE MUNICIPAL
AND UTILITY
COMPANY SPECF CATONS
AND
LOCAL AND S TATE JURISDICTIONAL
CODES ORDNANCES
AND
APPLICABLE REGULATONS
7.
THE
GENERAL
CONTRACTOR
SHALL SUPERVSE
AND D I RECT THE WORK ,
USNG
THE BEST
SKILLS
AND
ADENTION.
THE
CONTRACTOR
SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTON MEANS METHODS TECHNQUES
SEQUENCES AND PROCEDURES AND
FOR
COORDINATING ALL PORTONS OF THE
WORK
UNDER THE CONTRACT
INCLUDNG
CONTACT
AND
COORDINATION WITH THE
IMPLEMENTATON ENGNEER
AND WITH THE
LANDLORDS
AUTHORZED REPRESENTATVE
8. SEAL PENETRATONS THROUGH FIRE RATED AREAS WITH U.L. LISTED
AND
F IRE CODE APPROVED MATERIALS.
9.
PROVIDE
A PORTABLE
FIRE
EXTNGUSHER WITH A RATING
O F NOT L ES S T HAN 2 A
OR
2 A
1aBC
WITHIN
75
FEET
TRAVEL DISTANCE
TO ALL PORTONS OF
THE
PROJECT AREA
DURING
CONSTRUCTON
10. NOT USED
11.
DETAILS
ARE INTENDED
TO SHOW
END RESULT OF DESGN MNOR MODFCATONS MAY BE
REQUIRED TO
SUT
JOB DMENSONS OR CONDTONS AND SUCH MODFCATONS SHALL
BE
INCLUDED
AS
PART
OF
THE WORK .
12. REPRESENTATONS
OF
TRUE NORTH
OTHER THAN
THOSE FOUND
ON T HE P LO T O F
SURVEY DRAWING (SHEET
LS1), SHALL N OT B E USED TO IDENTFY OR ESTABLSH
T HE B EARI NG O F T RU E
NORTH A T THE
SITE.
THE
CONTRACTOR
SHALL
RELY
SOLELY ON THE PLOT OF SURVEY DRAWING AND
ANY
SURVEYORS MARKNGS AT THE
S I TE FOR THE ESTABLSHMENT
OF
TRUE NORTH AND SHALL
NOTIFY THE ENGINEER
PROR TO PROCEEDNG WITH
THE
WORK
IF
ANY
DSCREPANCY IS FOUND BETWEEN
THE
VAROUS
ELEMENTS OF
THE
WORKING
DRAWINGS
AND
THE
TRUE
NORTH
ORIENTATION
AS
DEPICTED
ON T HE C V L
SURVEY.
THE
CONTRACTOR
SHALL ASSUME SOLE
LABLTY FOR
ANY
FALURE TO
NOTIFY THE
ENGNEER
GENERAL
CONSTRUCTION NOTES
GROUND
HEADER
HANGER
HEIGHT
ISOLATED
COPPER
GROUND
BUS
INCH(ES)
INTERIOR
PoUND(S)
LAG
BOLts
L INEAR FEET
(FOOT)
LONG(ITUDINAL)
MASONRY
MAXIMUM
MACHNE
BOLT
MECHANCAL
MANUFACTURER
MINIMUM
MSCELLANEOUS
METAL
NEW
NUMBER
N OT T O
SCALE
ON
CENTER
OPENNG
PRECAST
CONCRETE
PERSONAL COMMUNCATON SERVCES
PLYWOOD
POWER
PROTECTION CABNET
PRMARY
RADIO
CABNET
POUNDS
PER
SQUARE FOOT
POUNDS PER SQUARE INCH
PRESSURE
TREATED
POWER
(CABINET)
QUANTITY
RADIUS
REFERENCE
REINFORCEMENT(ING)
REQUIRED
RIGID GALVANIZED STEEL
SCHEDULE
SHEET
SMLAR
SPECIFICATION(S)
SQUARE
STAIN
LESS
STEEL
STANDARD
STEEL
STRUCTURAL
TEMPORARY
THICK(NESS)
TOE NAL
T OP O F
ANTENNA
T OP O F CURB
TOP OF FOUNDAT ION
TOP O F P LA TE
(PARAPET)
T OP O F STEEL
TOP O F WAL L
TYPCAL
UNDER GROUND
UNDERWRITERS LABORATORY
UNLESS
NOTED
OTHERWISE
VERFY IN
FIELD
WDE(WDTH)
WITH
WOOD
WEATHERPROOF
WEIGHT
CENTERLNE
PLATE, PROPERTY LINE
GRND
HDR
HGR.
HT.
ICGB
IN.( )
INT.
LB.(#)
L.B.
LF
L.
MAS.
MAX.
M.B.
MECH.
MFR.
MN
MISC.
MTL.
~ t g . )
N.T.S.
D.C.
oPNG.
PiC
PCS
PLY.
PPC
PRC
P.S.F.
P.S.I.
PT
PWR.
QTY.
RAD.(R)
REF.
RENF
REQD
RGS.
SCH
SHT.
SM
SPEC
SQ.
S.S.
ST
STL
STRUC
TEMP
THK
TN
T o
T.o.C.
T.o.F.
T.o.P.
T.o.S.
T.o.W.
TYP.
UG
U.L.
U.N.o.
V.I.F.
W
WP
ANCHOR BOLT
ABOVE
N T ENN C BL EC O VER ASSEMBLY
ADDTONAL
ABOVE
FNSHED FLDOR
ABOVE FN SHED GRADE
ALUMNUM
ALTERNATE
ANTENNA
APPRoXIMATE(LY)
ARCHITECT(URAL)
AMERICAN
WIRE
GAUGE
BULDNG
BLOCK
BLOCKNG
BEAM
BOUNDARY NALNG
BARE TNNED COPPER
WIRE
BODoM OF
FOOTING
BACK-UP
CABNET
CABNET
CANTILEVER(ED)
CAST IN PLACE
CELNG
CLEAR
COLUMN
CONCRETE
CoNNECTloN(oR)
CONSTRUCTON
CONTNUOUS
PENNY (NAILS)
DOUBLE
DEPARTMENT
DOUGLAS FIR
DIAMETER
DIAGONAL
DMENSON
DRAWING\S)
DOWEL(S
EACH
ELEVATION
ELECTRCAL
ELEVATOR
ELECTRICAL METALLIC TUBING
EDGE NAL
ENGNEER
EQUAL
EXPANSON
EXSTNG
EXTERIOR
FABRICATloN(oR)
FNSH
FLOOR
FNSH GRADE
FINISH(ED)
FLOOR
FOUNDATON
FACE
OF CONCRETE
FACE
OF
MASONRY
FACE OF
STUD
FACE
OF WALL
FNSH SURFACE
FOOT (FEET)
FOOTING
GROWTH (CABINET)
GAUGE
GALVANIZE(D)
GROUND
FAULT
CRCUT INTERRUPTER
GLUE
LAMINATED
BEAM
GLOBAL POSTONNG SYSTEM
AB.
ABV.
ACCA
Aoo'L
AF.F.
AF.G.
ALUM
ALT.
ANT.
APPRX.
ARCH
AWG.
BLDG.
BLK.
BLKG.
BM .
B.N.
BTCW.
B.o.F.
B/U
CAB.
CANT.
C.I.P.
CLG.
CLR
COL.
CONC
CONN
CONST
CONT.
d
oBL.
DEPT
o.F.
oiA.
oAG
DIM.
oWG.
OWL.
EA.
EL
ELEC
ELEV.
EMT.
E.N.
ENG.
EO
EXP
EXST.(E)
EXT.
FAB.
FF
FG
FN
FLR
FON.
F.O.C.
F.O.M.
F.O.S.
FO W
F.S.
FT.(')
FTG.
G
GA
GI
GF
GLB
(GLU-LAM)
GPS
GENERAL NOTES FOR EXISTINGAT TCELL
SITES:
ABBREVIATIONS
WOOD BLOCKNG
ELECTRIC BOX
WOOD CoNT.
MECHANCAL
GRND.
CONN
STEEL
EARTH
PLYWOOD
(E) BRCK
PROPERTY/LEASE LNE
MATCH LNE
(E)
MASONRY
EXSTNG ANTENNA
WORK PONT
ELECTRCAL CONDUT
LIGHT
POLE
SAND
NEW ANTENNA
ELEVATION
REFERENCE
SECTION
REFERENCE
FND MONUMENT
SET
PONT
1
SPOT ELEVATION
REVISION
DETAIL
REFERENCE
CENTERLNE
GRID REFERENCE
TELEPHONE CONDUT
COAXAL CABLE
GRAVEL
GROUND CONDUCTOR
CADWELD
GROUND ROD
OVERHEAD
SERVCE
CONDUCTORS
CHAIN
LNK FENCNG
TELEPHONE BOX
GROUT
OR
PLASTER
CONCRETE
GROUND BUS BAR
GROUND ACCESS
WELL
T
u
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Q
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LEGEND
8/20/2019 P__AT&T Ericsson - Sacramento_2010 LTE Sites_CNU3657_01-Construction_Rev 4_CNU3657 T-1 (1)
3/13
POCCOR
0
100
RA
100
RA
2 CLIE
3
EM
QU
LA
~
•
3140 G OL D C AM
RANCHO CORD
~ L Y
ONSULTANT:
1062 CONC
LIVERMORE
TEL (925
4430 ROSE
PLEASANTON
CNU
LTESITE:
FA.
:
100674
PUISSIMA
H
ARASTRADER
LOSALTOS
PROJECT INFORMA
REV.:=DATE:=DE
nCURRENT
ISSUE
DA
J 8
ISSUED FOR:
G
SHEET TITLE:
I
SITE
60'
0
30' 60'
SCALE
~ H m N U A
i
1
= 60 -0
EXISTING TREELINE
(TYP)
NEW AT T PROJECT
AREA
ON GROUND LEVELr- : - - , - - . - - ,
EXISTING
TREELINE
(TYP)
1 , T HS PROPOSAL
IS F OR T HE
MODIFICATION
O F A N
EXSTNG UNMANNED
TELECOMMUNCAT ONS FACILITY CONSSTNG
OF
INSTALLATON
O F T HE
FOLLOWNG
NEW
ONE (1) OUTDOOR CABNET (RBA72) AND TWO (2)
NEW
PURCELL CABNETS (FLX12WS) MOUNTED ON NEW CONCRETE PAD, NEW
THREE (3) LTE ANTENNAS ADDED TO EXSTNG MONOPNE NEW S I X (6)
RRU S MOUNTED ON EXSTNG MONOPNE NEW ONE (1)
3
FIBER/POWER
CONDUT
FROM
OUTDOOR CABNETS
TO
RRU S,
NEW
SIX (6) RETS TWO (2)
RETS PER ANTENNA CONFGURATON
NEW
ONE(l) FIBER/POWER DOME UNT
(DC6-4B-60-1B-BF) A ND N EW O NE (1) AT T GPS ANTENNA MOUNTED ON
NEW
EQUPMENT CABNET
2.
THE EXSTNG FACI L ITY W I LL BE UNMANNED A ND D OE S N OT REQURE
POTABLE
WATER OR SEWER
SERVCE
SITE
WORK
GENERALNOTES:
GENERALNOTES:
3. THE EXSTNG FACILITY IS UNMANNED A ND I S N OT F OR H UM AN H AB IT AT .
(NO HANDCAP ACCESS
IS
REQUIRED).
4.
OCCUPANCY I S L IM I TED TO PERODC MANTENANCE AND INSPECTON
APPROXMATELY 2 T IM ES P ER M ON TH , B Y AT T TECHNCANS
5. NO NOSE SMOKE DUST O R O DO R W IL L RESULT FROM THS PROPOSAL
6. OUTDOOR STORAGE AND SOLI D WASTE CONTANERS A RE N OT N EW .
7.
ALL MATERIAL SHALL BE FURNSHED AND
WORK
SHALL BE PERFORMED IN
ACCORDANCE
W ITH THE
PROJECT SPECFCATONS
8. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR REPA IR I NG ANY DAMAGE
CAUSED BY THE CONSTRUCTON OPERATON
9. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND
INSPECTON REQUIRED FOR CONSTRUCTON
10.
SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRS
FROM
THE S ITE
ON
A DAILY BASS
11. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTANED FROM S ITE VSTS
AND DRAWINGS PROVDED BY THE SITE OWNER. SUBCONTRACTOR SHALL
NOTIFY AT T O F A NY DSCREPANCES PR IOR TO ORDERNG MATERIAL OR
PROCEEDNG WITH CONSTRUCTON
SITE
PLAN
SCALENOTE:
IF DMENSONS SHOWN
ON
PLAN
DO
NOT SCALE CORRECTLY
CHECK FOR REDUCTION
OR
ENLARGEMENT FROM ORGNAL PLANS
1 . A LL E X ST N G
ACTI VE SEWER , WATER, GAS,
ELECTRC AND
OTHER
UTLTES
WHERE ENCOUNTERED I N T HE W OR K, SHALL BE PROTECTED AT ALLTMES
A ND W HE RE R EQ UI RE D F OR T HE PROPER EXECUTI ON OF THE WORK , SHALL
BE RELOCATED AS D I RECTED BY ENGNEERS EXTREME CAUTION SHOULD BE
USED B Y T HE SUBCONTRACTOR WHEN EXCAVAT ING OR DRLLNG PERS AROUND
OR
NEAR UTLTES SUBCONTRACTOR SHALL PROVDE SAFETY TRANNG FOR
THE WORKING CREW. THS WILL INCLUDE BUT NOT BE LIMITED TO A ) F ALL
PROTECTION
B) CONFNED SPACE C) ELECTRCAL
SAFETY
D ) TRENCHNG
EXCAVATION.
2. ALL SITE WORK SHALL BE AS I ND I CATED ON THE DRAWINGS AND PROJECT
SPECF CATONS
3.
IF NECESSARY RUBBISH, STUMPS DEBRS STICKS, STONES AND OTHER
REFUSE SHALL BE REMOVED
FROM
THE S ITE AND DSPOSED OF LEGALLY.
4. THE
SITE
SHALL
B E G RA DE D T O C AU SE
SURFACE
WATER TO FLOW AWAY
F RO M T HE B TS EQUPMENT AND TOWER AREAS .
5. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND
FROZEN MATERALS S NOW O R I CE SHALL NOT BE PLACED IN ANY FILL OR
EMBANKMENT
6 . THE S UB GRADE SHALL BE COMPACTED AND BROUGHT
TO
A SMOOTH
UNFORM
GRADE
PRIOR
TO
FNSHED SURFACE APPLCATON
7. ALL EXSTNG I N ACT IVE SEWER , WATER , GAS, E LECTRI C AND OTHER UTLTES
WHICH INTERFERE
WITH
T HE E XE CU TI ON O F T HE W OR K, SHALL BE REMOVED
AND/OR CAPPED PLUGGED
OR
OTHERWISE DSCONTNUED AT PONTS
WHICH
W ILL NOT INTERFERE W IT H T HE E XE CU TI ON O F T HE W OR K, SUBJECT T O T HE
APPROVAL OF ENGNEERNG
OWNER
AND/OR LOCAL UTLTES
8. THE AREAS OF THE OWNERS PROPERTY DSTURBED BY THE WOR K A ND N OT
COVERED BY THE TOWER , EQUPMENT OR DRIVEWAY, SHALL B E G RA DE D T O A
UNFORM SLOPE AND STABLZED TO PREVENT EROS ION AS SPECF ED I N T HE
PROJECT SPECF CATONS
9.
SUBCONTRACTOR SHALL MINIMIZE DSTURBANCE TO EX IST ING S I TE DURNG
CONSTRUCTON EROSION CONTROL MEASURES IF REQURED DURING
CONSTRUCTON SHALL BE IN CONFORMANCE
WITH
THE LOCAL GUDELNES
FOR
EROSION AND SEDMENT CONTROL
10. ADD ELECTRCAL CONNECTONS IN THE PUBLIC R IGHT OF
WAY
SHALL BE
INSTALLED UNDERGROUND TO THE NEAREST UTILITY POLE
11.
NO WORK SHALL B E D ON E W IT HI N T HE PUBLIC RIGHT-OF-WAY WITHOUT THE
PROR APPROVAL AND PERMT FROM THE ENVRONMENTAL AND PUBLIC WORKS
MANAGEMENT DEPARTMENT - ADMNSTRATVE SERVCES
12.
CONTRACTOR
IS
RESPONSIBLE
FOR
REPA I R OF ALL
DAMAGED
OFFSTE
IMPROVEMENTS CAUSED
BY
CONSTRUCTON CALL PUBLIC
WORKS
INSPECTOR
FOR
INSPECTON OF OFFSTE IMPROVEMENTS AT SUBSTANTAL COMPLETON OF ONSTE
WORK.
13. NO CONSTRUCTON DEBRS SHALL BE SPILLED OR STORED ONTO PUBLIC
RIGHT-OF-WAY.
14.
NO RUNOFF SEDMENT
O R W AS TE S I S
ALLOWED
IN WATER
LEAVING THE SITE.
15.
ALL SITE UTLT ES SHALL BE CONSTRUCTED UNDERGROUND
T O T HE
NEAREST
POLE
16. ALL LABOR EQUPMENT AND MATER IA L REQU IRED FOR OFF-SITE IMPROVEMENTS
A RE T HE RESPONSIBILITY OF THE CONTRACTOR.
8/20/2019 P__AT&T Ericsson - Sacramento_2010 LTE Sites_CNU3657_01-Construction_Rev 4_CNU3657 T-1 (1)
4/13
~ ~ a
0
01/31/11
100
RA
05/09/11
100
RA
2 06/16/11 CLI
3
07/29/11
EM
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4
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LA
ENLARG
PL
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1062 CONC
LIVERMORE
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CAM
RANCHO CORD
poe COR
CNU
L
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SITE
FA.
:
100674
PUISSIMA
H
ARASTRADER
LOSALTOS
4430
ROSE
PLEASANTON
PROJECT INFORMA
REV.:=DATE:=DE
SHEET TITLE:
PLANS PREPARED
nCURRENT ISSUE DA
J
8
I S S U E D
FOR:
1 CONS
DRA
- EXISTING BUILDING -
EXISTING
DRIVEWAY
EXISTING AT T
EQUIPMENT
ON
EXISTING
CONCRETE PAD
~ - - - - - E X I S T I N G
TREES
TYP.)
EXISTING CABLE TRAY
- EXISTING CONCRETE -
NEW
7' -4 x3 '
~ - + : : : . . . . . . . J . - - - - : - - - I C O N C R E T EPAD
EXISTING
PORTABLE
GENERATOR
/ 1
Q
EW
ONE
( 1) 3 FIBER/POWER
CONDUIT
.-r---
UNDERGROUND
RUN
FROM
MAIN
UNIT TO
- - . /
FIBER/POWER
DOME
UNIT . ALONG EXIST ING
? i 1 ~ ~
~ >
7
NEW
3'x4'
CONCRETE
PAD
f - : - 7 + - ~ + - - - - - - I - - -
NEW
TWO (2) AT T OUTDOOR
CABINETS FLX12WS) STACKED) f - - . : . . , - + - - - - - 1 - ~
EXISTING UTILITY RACK
FOR
POWER TELCO
CABINETS
NEW
ONE (1)
AT T
OUTDOOR
CABINET RBA72) \ g }
EXISTING ELECTRIC VAULT
EXISTING
6 -0 HIGH CHAIN L N K ~
FENCE WITH
RAZOR
WIRE
EXISTING
SIX
(6) AT T PANEL 1
ANTENNAS
TO
REMAIN
(TYP.-2
PER f - - - - - - _ ~
SECTOR
@ POSITIONS 1
AND
2) A-4
EXISTING ±87'
HIGH
MONOPINE
NEW THREE (3) AT T LTE ANTENNAS - : ~ + - - - - - - - : I - t ~ 8 :
MOUNTED
ON
EXISTING MONOPINE t
(TYP.-1
PER SECTOR POSITION 3)
1. NEW AT T CABINET TO BE CONNECTED
TO
EXISTING
DC POWER, TELCO CABINET GROUND BAR.
2. NEW AT T FIBER
RUN
TO
BE
MOUNTED ALONG SIDE
OF EXISTING
COAX
CABLE RUN. GENERAL
CONTRACTOR TO VERIFY EXACT ROUTE PRIOR TO
CONSTRUCTION
3. EXISTING AT T ANTENNAS NOT
SHOWN
FOR CLARITY
SCALENOTE:
IF DIMENSIONS
SHOWN
ON PLAN DO
NOT
SCALE CORRECTLY, CHECK FOR REDUCTION
OR ENLARGEMENT FROM ORIGINAL PLANS.
~ ~ ~ ~ ~
~ I S T
NUA BER'
ENLARGED
SITE
PLAN j V / : ~ > o
8/20/2019 P__AT&T Ericsson - Sacramento_2010 LTE Sites_CNU3657_01-Construction_Rev 4_CNU3657 T-1 (1)
5/13
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DRA
100
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CLI
REM
QU
PLA
2
06/16/11
3
07/29/11
poe COR
1 05/09/11
~ O N S U L T N T
~ L Y
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RANCHO CORD
CNU
LTESITE:
FA. : 100674
PUISSIMA H
ARASTRADER
LOSALTOS
1062
CONC
LIVERMORE
TEL
(925
~ I
•
-DRAWN BY:
r-REV.:=DATE:=DE
o 01/31/11
4
08/18/11
; : :PLANS PREPARED
4430 ROSE
PLEASANTON
;::PROJECT INFORMA
~ C U R R E N T I S S ~ B I
ISSUED FOR:
-
II
EXSTNG
PORTABLE
GENERATOR
;::SHEET TITLE:
EXSTNG DOUBLE
EQUIPMEN
WING ACCESS GATE
J
I
o
3 6
l
1
SCALE
~ H m N U A
I
1
3/4
l
0
1
EXSTNG
I
ELECTRIC
VAULT
234 -8
NEW LEASE AREA
EXSTNG
ELECTRIC
VAULT
EXISTING
ELECTRIC
TRANSFORMER
£. ~ E X I S T I N G THREE (3)
1 f : ~ : ~ . : . ; : . : 7 . ; : ~ . ; : ~ : ~ i N f r ~ U I 6 ~ E ~ ; I S T I N G
-
CONCRETE
PAD
-
-
i
i /.:
f - f - - _ - - - ; = F - ; ; / P O ; - - - - - ; = F - ; ; / P O ; - . . l / ' - - - F C ; / p - - E - X I - ; S : o - ; ~ N p G - C A - B - L - ; E F ' ' : ; ; ; : A _ Y _ - - - ; F = - ~ ; ; ; - : i
I ~
If
L If 1f f
D
EW.-J)NM1)
3 FIBER/POWER CONDUT
V__
.-C-JuI )ERGRDUND R UN F RO M M AI N
UNIT
TO
/
~ f l ~ ; { r n ~ ~
NEW 7 -4 x3 f1V5\
CONCRETE
P ~
NEW 3 x4 (1 \ ( 5 \
CONCRETE
P ~
NEW ONE (1) GPS ANTEN f \
MOUNTED
ON
EXSTNG
UT I I T Y
R
Kf-:-t: /A- =.7:-+----.J
NEW EQUIPMENT
LAYOUT
SCALE
1 3/4 l 0 1
o 3
6 l
_ I
EXSTNG
PORTABLE
GENERATOR
J
EXISTING
DOUBLE
SWING ACCESS GATE
I
/
EXISTING I
ELECTRIC
VAULT
fIf f
EXSTNG
ELECTRIC
VAULT
If
/
/ EXST NG CABLE
TRAY
f
EXSTNG
ELECTRC
TRANSFORMER
If
.,.7
.,./
1. NEW AT T CABNET TO B E CONNECTED TO
EXISTING
/
DC POWER , TE LCO
CABNET GROUND
BAR.
.,.
- - - - ,
2. NEW
AT T FBER
R UN T O
BE
MOUNTED ALONG
SDE
. ./
OF
EXSTNG
COAX
CABLE
RUN
INSDE MONOPNE
/
(GENERAL
CONTRACTOR TO
VERFY
EXACT ROUTE
/
PROR TO CONSTRUCT ON) / .
3.
EXSTNG AT T ANTENNAS
NOT SHOWN FOR CLAR ITY
.,.
.,./
.,./
.,./
.,./
.,./
.,./
.,./
.,./
.,./
SCALENOTE:
IF DMENSONS
S HO WN O N P LA N D O N OT
SCALE
CORRECTLY CHECK
FOR
REDUCTON
OR
ENLARGEMENT
FROM
ORGNAL PLANS
EXISTING EQUIPMENT
LAYOUT
8/20/2019 P__AT&T Ericsson - Sacramento_2010 LTE Sites_CNU3657_01-Construction_Rev 4_CNU3657 T-1 (1)
6/13
poe COR
0
100
RA
100
RA
2 CLIE
3
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QU
LA
~
•
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CONC
LIVERMORE
TEL
(925
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RANCHO CORD
ONSULTANT:
4430 ROSE
PLEASANTO
CNU
LTE SITE
FA. :
100674
PUISSIMA
H
ARASTRADER
LOS
ALTOS
PROJECT INFORMAT
R E V . : = D A T E : = D E
nCURRENT ISSUE
DA
J 8
I SSUED FOR:
NEW SIX (6)
AT T RRU' S
MOUNTED ON EXIST ING
MONOPINE
(1YP.-2
PER
SHEET
TITLE:
ANTENNA)
ANTENN
~ H m N U A
OWERARRAY
6 2
SCALE
1/2 1 -0
UPPERARRAY
EXISTING SIX (6)
AT T PANEL
ANTENNAS TO REMAIN
(TYP.-2
PER
SECTOR @
POSITIONS 1
AND
2)
EXISTING ±87 HIGH
MONOPINE
NEW AT T ONE
(1)
LTE ANTENNA
1
MOUNTED ON EXIST ING
MONOPINE C f - - - - - - - - - -
POSITION 3 A-5
NEW AT T
ONE (1)
LTE ANTENNA
1
MOUNTED ON EXIST ING M ~ ~ g ~ I ~ ~ ~ I - - - : - A : - 5 - + - -
2. NEW ANTENNA
DIMENSION:
52 x 12 x 8
NOTE:
1.
ANTENNA CONFIGURATIONS BASED ON RFOS
REVISION
8.4
DATED 10-18-2010.
NEW AT T ONE
(1)
FIBER/POWER
UNg
N
~ ~ I ~ T l m - ~ ~ N b ~ I N 8 [ ) F ~ ~ U ~ m t - ; ~ t - - - = \ - - -
R UN A ND D C P OWER
NEW ANTENNA
PL N
CALE
1/2 1 -0
26
EXISTING SIX
(6)
AT T PANEL
ANTENNAS TO REMAI
(TYP.-2 PER SECTOR @ POSITIONS
1
AND 2)
1. NEW AT T CAB IN ET TO BE CONNECTED TO
EXIST ING DC POWER, TELCO CABINET
GROUND
BAR.
2.
NEW AT T
F IBER RUN
TO
BE MOUNTED ALONG
S ID E O F EXI ST ING COAX CAB LE RUN I NS ID E
MONOPINE. (GENERAL
CONTRACTOR
TO
VERIFY
EXACT ROUTE PRIOR TO
CONSTRUCTION)
SCALENOTE:
IF
DIMENSIONS
S HO WN O N P LA N D O N OT
SCALE CORRECTLY, CHECK FOR REDUCTION
OR ENLARGEMENT FROM ORIG INAL
PLANS.
EXISTING ANTENNA
PL N
8/20/2019 P__AT&T Ericsson - Sacramento_2010 LTE Sites_CNU3657_01-Construction_Rev 4_CNU3657 T-1 (1)
7/13
SCALE NOTE:
IF D IMENSIONS SHOWN ON PLAN DO NOT
SCALE CORRECTLY, CHECK FOR REDUCTION
OR ENLARGEMENT
FROM
ORIGINAL PLANS.
4430 ROSE
PLEASANTO
1. NEW AT&T
CABINET TO BE CONNECTED TO
EXISTING DC POWER, TELCO CABINET & GROUND
BAR.
2.
NEW AT&T F IBER RUN
TO BE
MOUNTED ALONG
S ID E O F EXI ST ING COAX CAB LE RUN
INSIDE
MONOPINE.
(GENERAL CONTRACTOR
TO VERIFY
EXACT ROUTE PRIOR TO CONSTRUCTION)
PROJECT
INFORMAT
CNU
L
TE
SITE
FA.
: 100674
PUISSIMA H
ARASTRADE
LOSALTOS
poe
COR
0
100
RA
100
RA
2 CLIE
3
EM
QU
LA
1062 CONC
LIVERMORE
TEL
(925
3140 GOLD CAM
RANCHO CORD
~ L Y
~ I
•
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REV.:=DATE:=DE
SHEET TITLE:
nCURRENT ISSUE DA
J
8
ISSUED FOR:
EXISTING TREE
EXISTING BUILDING
NEW ONE (1) 3
FBER POWER
CONDUIT RUN --- i l;:; -;;: <
FROM MAIN UN IT
TO
FBERPOWER DOME UNIT 3 ~ : ; ; S i l i d ~ I I ~ ~ ~ ' I ~ ~ ~ ~
ALONG EXISTING COAX CABLE RUN.
SEE NOTE #2
NEW TWO (2)
AT&T
OUTDOOR
CABINETS (FLX12WS) (STACKED)I--:-=:--t--- :, ,=-+------'
EXISTING EQUIPMENT CABINETS
ON
CONCRETE SLAB
EXISTING
±87'
HIGH MONOPINE--
N ~ ~ ~ 6 R
( 2 A ~ ~ ~ f- - - -- -- ----- . . .
(RBA72)
EL.
±85'-0
TOP OF BRANCHES
EL. ±86'
0
AG.L.
EL. ±93'
-0 AG.L.
TOP OF EXIST ING
AT&T
ANTENNAS
EL.
0' 0
GROUND LEVEL
EL.
±87'
-0 AG.L.
TOP OF EXIST ING AT&T
MONOPINE
EXISTING AT&T
PANEL
ANTENNAS RAD CENTER
EXISTING SIX (6)
AT&T
PANEL
~ ~ ~ I ~ ~ ~ ~ = ~ ~ _ ~ ; c ~ r ; A N T E N N A S TO
REMAIN (TYP.-2
PER
SECTOR @ POSITIONS
1
AND 2)
NEW
THREE
(3) AT&T LTE
ANTENNAS
( )
MOUNTED ON EXIST ING
MONOPINE
- \ l 0 ~ ~ : - ~ - : f . 7 ~: ; ~ ~ 6 , ; -
L,J TE -- A NT. E 'N N 'AS -- RA D--'C 'E 'NwTE 'RL.JL 'O 'W 'E R. A:CR 'RA -Y''_____
(TYP.-1 PER SECTOR
0
POSITION 3)
- \ l ' ~ N ~ E W ~ A f . T = ~ T ~ R ~ R ~ U ~ R A D = ~ C = ' E N T = E ~ R - - - - - - - - - - - - - _ , . ; ; r j ~ I ~ ~ ~ ~ ~ ~
_
P
EL.
75'-0
NEW
SIX
(6) AT&T RRU' S
MOUNTED
ON
EXISTING MONOPINE
NEW ONE 1
FBER POWER
'----1--=----1 ~ g ~ ~ T ~ ~ 1 6 ~ D ~ ~ i S i ~ G
18-8F)
MONOP IN E FOR F IB ER RUN AND
DC POWER
DOUBLE SWING ACCESS
(UPPER
ARRAY)
EL.
±85'-0
EXISTING
6'-0
HIGH CHAIN LINK
FENCE
WITH
RAZOR WIRE
EL. ±93'
-0
A.G.L.
TOP OF EXIST ING
AT&T
ANTENNAS
EL.
±87'
-0
A.G.L.
TOP OF
EXSTNEG
L.
A : ~ ~ , M g N ~ 6 N c .
EXISTING
AT&T
EQUIPMENT CABINETS
EXISTING ±87' HIGH MONOPINE
j-- , -+---, --- NEW ONE (1)
AT&T
OUTDOOR CABINET (RBA72)
NEW AT&T LTE
ANTENNAS
RAD CEN TER ( LOWER
ARRAY)
XISTING
AT&T PANEL
ANTENNAS RAD CENTER
t i i 1 ~ l t P l ~ r . t I ~ ~ - - N E W ONE (1) 3
FBER POWER
CONDUIT RUN
FROM MAIN UNI T TO
FBERPOWER
DOME UNIT
ALONG EXIST ING COAX CABLE RUN.
SEE NOTE #2
EXISTING TREE
TOP OF BRANCHES
EXISTING SIX
(6)
AT&T
PANEL
ANTENNAS TO REMAIN
(TYP.-2 PER SECTOR @ POSITIONS f - - - + - - ~
1
AND 2)
( ) EL. 79'-0
N ~ c i ~ ~ i f D ~ N A ~ ~ ~ T I L J ~ Q ~ t p ~ ~ ~ 1--:- -::- -- --
------
· ~ ~ I L J I ; I ~ .J NEW AT&T RRU RAD CENTER *'
(TYP.-1
PER SECTOR 0 POSITION 3) m l ~ l I . l . i f i - - - - - - - - - - - - - - - - - - - - - = - - - = - - - - = ~ E t L . ~ 7 5 f . = - ~ 0 ; -
NEW
ONE (1) FBERPOWER D O M E @
UNIT
(DC6-48-18-8F) MOUNTED
EXISTING
MONOPINE ~ ~ E ~ O ~ ~ ~ A-5
NEW
SIX (6)
AT&T RRU'S
MOUNTED
ON
EXISTING MONOPINE
ELEVA
~
~ ~ = = = = = = = = = = = = = = = = = = = = = = = : : : : : = ~ ~ ~ ~ = = = = = = = = = = = = = = = : : : : : = ~ ~ ~ I S H E E TUA BER'
2'
4'
8' SCALE 0 2'
4'
8' SCALE
SOUTH
ELEVATION 1/8 1' -0 1 WEST ELEVATION 1/8 1' -0 2
8/20/2019 P__AT&T Ericsson - Sacramento_2010 LTE Sites_CNU3657_01-Construction_Rev 4_CNU3657 T-1 (1)
8/13
poe COR
~ L Y
0
100
RA
100
RA
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LA
ONSULTANT:
~
•
3140 G OL D C AM
RANCHO CORD
4430 ROSE
PLEASANTON
1062
CONC
LIVERMORE
TEL
925
CNU
L
TE
SITE
FA.
:
100674
PUISSIMA H
ARASTRADER
LOSALTOS
PROJECT INFORMA
REV.:=DATE:=DE
nCURRENT
ISSUE
DA
J 8
ISSUED FOR:
RRU INSTALLATION
3 RRU
INSTALLATION
STAND OFFARM
RINGMOUNT
NEW
STANO
OFF
ARM
BY VALMONT
PART NO. MM01
OR APPROVEO EQUAL
NEW
QUAD
UNrvERSAL RING MOUNT
BY VALMONT
P ARTNO UQB4
OR
APPROVEO EQUAL
RRU MOUNTING DETAIL
STANDOFFARM
RINGMOUNT
NEW
STAND
OFF
ARM
BY VALMONT
PART NO. MM01
OR APPROVEO EQUAL
NEW UNVERSAL RING
MOUNT
BY KENWOOD
PART NO T1503KTUA
OR
APPROVEO EQUAL
ANTENNAMOUNTING DETAIL
PANEL
ANTENNA
ANTENNA DOWNTILT
MOUNTING KIT
OPTIONAL
EXISTING ANTENNA
PPE
MAST
ERICSSON RRUS·
DMENSONS WxDxH 431x183x452
mm
(17 x7.2 x17.8 )
POWER
CONSUMPTON
200
WADS
TOTAL WEIGHT: 55 LBS
TEMPERATURE: -4D' TO 55' C
ANTENNA
MOUNTING DETAIL
EQUIPM
CONSTR
DET
SHEET TITLE:
RRU
SPECS
5
L =
J~ I S T NUAMSER:
8/20/2019 P__AT&T Ericsson - Sacramento_2010 LTE Sites_CNU3657_01-Construction_Rev 4_CNU3657 T-1 (1)
9/13
CNU
LTE SITE
FA.
#:
100674
PUISSIMA H
ARASTRADE
LOSALTOSH
0
01/31/11
100
DRA
1
05/09/11
100
DRA
2 06/16/11 CLI
3 07/29/11
REM
QU
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~ P L A N S PREPARED
PDCCOR
~ I
•
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~
4430 ROSE
PLEASANTON
;::
PROJECT INFORMA
~ C U R R E N T I S S ~ B I
ISSUED FOR:
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BARRIER
AND 2 1/2 S AN D B ED F OR
SLAB ON GRADE
: Z
N
PER P LAN
6. INSTALLATON OF CONCRETE EXPANSION/WEDGE ANCHOR SHALL BE
PER MANUFACTURERS WRITIEN
RECOMMENDED
PROCEDURE THE
ANCHOR BOLT D OWE L O R R OD SHALL
CONFORM
TO
MANUFACTURERS
RECOMMENDATION
FOR EMBEDMENT D EP TH O R A S
SHOWN ON THE DRAWI NGS . NO REBAR SHALL BE CUT WI THOUT
PRIOR ENGNEERNG APPROVAL WHEN DRLLNG HOLES IN
CONCRETE.
EXPANSON BOLTS SHALL BE PROVDED BY RAMSET/REDHEAD OR
APPROVED
EQUAL,
UNLESS NOTED OTHERWISE.
7. GRAVEL SHALL BE NATURAL OR CRUSHED STONE
WITH
100%
P AS S NG 1
INCH
SIEVE.
8. DMENSONS
SHOWN ARE EXACT
MINIMUM
PAD
SIZES REQUIRED
FOR
EQUPMENT LAYOUTS - CONTRACTOR MAY ROUND U P T O THE
NEAREST
FOOT
(OR HALF FOOT) IF LEASE
AREA AND
SPACE PERMT
EXSTNG
GRADE
(VARIES)
CONCRETE PAD DETAIL
1 . A LL
CONCRETE
WORK SHALL B E I N ACCORDANCE WITH THE ACI 301,
ACI 318, ACI 336, ASTM A184, ASTM
A185
AND
THE
DESIGN AND
CONSTRUCTON SPECF CATON
PER CAST-IN-PLACE
CONCRETE.
2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSVE STRENGTH OF
2500 P SI A T 28 DAYS, UNLESS NOTED
OTHERWISE.
3. RENFORCNG STEEL SHALL
CONFORM
TO ASTM A615, GRADE 60,
DEFORMED
UNLESS NOTED
OTHERWISE.
WELDED WIRE FABRC SHALL
CONFORM TO
ASTM A185 WELDED STEEL WIRE
FABRIC
UNLESS
NOTED OTHERWISE. SPLICES SHALL BE
CLASS
B AND ALL HOOKS
SHALL BE
STANDARD,
UNO
4. THE
FOLLOWING
MNMUM CONCRETE
COVER
SHALL
BE
PROVDED
FOR
RENFORCNG STEEL UNLESS
SHOWN OTHERWISE
ON
DRAWINGS:
CONCRETE
CAST AGANST EARTH 3 IN
CONCRETE
EXPOSED TO EARTH OR WEATHER :
~ ~ ~ ~ k & · · · W W · F · · : : : : : : : : } ~ / 2 IN
CONCRETE
NOT
EXPOSED
TO EARTH
OR
WEATHER
OR
NOT
CAST AGAI NS T THE
GROUND
SLAB AND WPJL 3/4 IN.
BEAMS AND COLUMI> lS
l
1/2
IN
5. A
CHAMFER 3/4
SHALL
BE
PROVDED AT ALL EXPOSED
EDGES
OF
CONCRETE UNO IN ACCORDANCE WITH ACI 301 SECTION 4.2.4.
CONCRETEAND REINFORCINGSTEEL NOTES:
1062
CONC
LIVERMOR
TEL
(925
3140 G OL D C AM
RANCHO
CORD
~ L Y
~ O N S U L T A N T :
' --DRAWN BY:
~ S H E E T
TITLE:
EQUIPM
CONSTR
DET
NUMBER:
5
PAD
•
jNf:N
CONCRETE
8/20/2019 P__AT&T Ericsson - Sacramento_2010 LTE Sites_CNU3657_01-Construction_Rev 4_CNU3657 T-1 (1)
10/13
24
30
RBA7
CABINET
RBA7 EQUIPMENT DETAILSAND SPECS
CNU
L
TE
SITE
FA. : 100674
PUISSIMA H
ARASTRADER
LOSALTOS
0
01/31/11
100
DRA
1
05/09/11
100
DRA
2 06/16/11 C LI
3
07/29/11
REM
QU
4
08/18/11
PLA
;::PLANS
PREPARED
~ I
•
POCCOR
1062
CONC
LIVERMOR
TEL:
(925
r-REV.:=DATE:=DE
4430
ROSE
PLEASANTON
;::PROJECT INFORMA
~ C U R R E N T I S S ~ B I
ISSUED FOR:
30
I RBA72 CABINETI
I
RBA7
CABINET
Il J
FRONT
DOOR-
[ ]
tJ
z
[ ]jj
• «
SWING HANDLE - -i
N
WITH
PADLOCK
HASP
[ ]
rn
[ ]
[ ]
I I
I I
RBA72ELEVATION
0
I
-SW ING HANDLE
WITH PADLOCK
HASP
- FRONT DOOR
RBA72
CABINET
RBA72ELEVATION f
\
36.1
RBA72
CAB INET -
I
o
o
2 CONDUIT KNOCKOUTS
0
(4) PLACES
ON
LEFT AND RIGHT SIDES 0
(6) PLACES
LOWER REAR
(6) PLACES CABINET FLOOR
4
A-7
FRONT
OOOR
REAR MOUNTING ------If--O
HOLES (2)
FRONT MOUNTING
_ J
HOLES (2)
I
I
NOTE:
EQUIPMENT WEIGHT
1900
LBS
~ O N S U L T A N T :
3140 GOLD
CAM
RANCHO CORD
~ L Y
-DRAWN BY:
- F RO NT DOOR
-SW ING HANDLE
FLX12WS
CABINET
20
-
1 6 DEMARC BOX
__-.-__ - - - . tJ;; - - -L1FTING EYE
-. BOLT
o 6 DEMARC
BOX
H FRONT DOOR
o
FLX12WS
CABINET
24
SWING- n
HANDLE
]
_----. ~ O ~ Y in-E- l
IFTING
EYE
-.
BOLT
J
FLX12WS CABINET
@
1'------.---'1
FRONT D O O R ~
24
I
I NOTE:
EQUIPMENT WEIGHT =
350
LBS
EACH
FLX12WS FRONTELEVATION
0
FLX12WS SIDEELEVATION
; : ; \
15.5
EQUIPMENT MOUNTING
• 12RU 19 RAILS . FRONT
TO
BACK
ADJUSTABLE
CONSTRUCTION
MATERIALS
•
MATERIAL:
ALUMINUM (LIGHTWEIGHT.
CORROSION-RESISTANT
• PAINT: GR-487 TESTED CERTIFIED
POWER
COAT
DOOR/SIDE PANEL CONSTRUCTION
•
DOOR: FRONT
DOOR WITH
DOOR ALARM AND
OPTIONAL
AIR
CONDITIONER, HEAT EXHANGER,OR
THERMOELECTRIC COOLER
• LATCHES: TWO-POINT LATCHED,
PAD
LOCKABLE
FLX WS
EQUIPMENT DETAILS AND
SPECS
ENVIRONMENTAL OPTIONS
• THERMOELECTRIC COOLER: 400W @ OdT +24VDC,
-48VDC OR 120VAC
• AIR CONDIT IONER: UP
TO
2.000
BTU/HR AIR
CONDITIONER WITH HEATER
• HEAT EXCHANGER: UP
TO 39W/'C
HEAT EXCHANGER,
+24VDC OR
-48VDC
CABLE ENTRY
• ( 3) 1 /2 ; ( 3) 1 ; ( 1) 2 31/2 OR 2 KNOCKOUTS
AC POWER OPTIONS
• 3 0A -M AI N POWER WITH OPTIONAL TRANSIENT VOLTAGE
SURGE PROTECTION. 15A GENERATOR CONNECTION CABLE
• 6 -P OS IT ION
19
RACK-MOUNTED (1RU)
OR
12-POSITION
(2U)
AC
LOAD
CENTERS AVAILABLE
IN
VARIOUS
CONFIGURATIONS- CAN BE EQUIPPED WITH SURGE
PROTECTION DEVICES THAT OCCUPY 1-POSITION OR
2-POSITIONS
AND
6-POSITION DIN-MOUNTED AC BREAKER
PANEL
(120V
OR 240V CONFIGURATIONS). OPTIONAL
DIN-MOUNTED TVSS
• 15A
GFCI
DUAL OUTLET RECEPTACLE CONVENIENCE OUTLET
MOUNTING OPTIONS
• 4 PLINTH
• 14 PLINTH
• POLE
MOUNT
KIT
•
WALL MOUNT
KIT
• VERTICAL CABINET
-ON-CABINET
STACKING
LO 0..Jf
V IEW I S LOOKING DOWN AT
T OP O F
PLINTH
(PLINTH SKIRT EXTENSION NOT SHOWN) .
PL INTH BOLT
DOWN
PAi l lRN
;::SHEET TITLE:
EQUIPM
CONSTR
DET
~ H m N U A
8/20/2019 P__AT&T Ericsson - Sacramento_2010 LTE Sites_CNU3657_01-Construction_Rev 4_CNU3657 T-1 (1)
11/13
CNU
LE SI TE:
FA. : 1006747
PUISSIMA H
ARASTRADE
LOSALTOS
~ O N S U L T N T
~ I
•
~ L Y
0 01/31/11
100
DRA
05/09/11
100
DRA
2 06/16/11 CLI
3 07/29/11
REM
QU
4 08/18/11 PLA
~ P L N S PREPARED
1062 CONC
LIVERMOR
TEL (925
POC
COR
~ a t
4430 ROSE
PLEASANTO
PROJECT INFORMA
3140 GOLD CAM
RANCHO CORD
r-REV.:=DATE:=DE
' --DRAWN BY:
~ C U R R E N T I S S ~ 8 1
ISSUED FOR:
/
l
EXISTING
I
ELECTRIC
VAULT
EXISTING
PORTABLE
GENERATOR
.. ; ...;, ..
-
'··;.j·,--------EXISTING
AT T
.;: EQUPMENT ON EXSTNG
:
8/20/2019 P__AT&T Ericsson - Sacramento_2010 LTE Sites_CNU3657_01-Construction_Rev 4_CNU3657 T-1 (1)
12/13
CNU
LTESITE:
FA.
:
100674
PUISSIMA H
ARASTRADER
LOSALTOS
-REV.:=DATE:=DE
0 01/31/11
100
bRA
1 05/09/11
100
bRA
2 06/16/11 CLI
3 07/29/11
rEM
QU
4 08/18/11
PLA
=PLANS PREPARED
~ I
•
PDCCOR
t9a
4430 ROSE
PLEASANTON
= PROJECT
INFORMAT
nCURRENT ISSUE DA
J 08 1
ISSUED FOR:
TYPE TA TYPE VB IYE .E . E . YEE G B
1 3 EXOTHERMIC CONNECTIONS 1 4
@
I
:SILICON
SEAL
AT
TOP
DUAL
CADWELDS, TO ./
BE USED
WITH
#2
AWG
BCW TO GROUND RING
1 PVC SEALTITE--- -
@
NOTE
1
CONTRACTOR
TO
UTLZE
KOPR-SHIELD T I H O ~ S
& BETTS)
ON
ALL
LUG
CONNECTONS
OR
APPROVED
EQUAL
2 ALL L UGS
TO
BE DUALHOLE
LONG
BARREL
AND
C R I ~ P E D
\1TIH
~ A N U F A C T U R E S R E C O ~ M E N D E D TOOLT 1CE
3.
WEATHER
PROOFNG SHALL BE (TYPE
AND PART
NUMBER
AS
SUPPLIED
OR RECOMMENDED BY
CABLE MANUFACTURER)
#2
AWGF ROM EQUIPMENT
TO BE G R O U N D ~ r D - - , - - T _ Y P _ . , - - . A -
NOTES:
1. DO
NOT
INSTALL CABLE GROUND
KIT
AT A B END
AND
ALWAYS
DIRECT
GROUND W IR E D O WN T O
GROUND BAR.
2 . GROUNDNG
KIT
SHALL
BE
TYPE
A ND P AR T
NUMBER
AS
SUPPLIED
OR RECOMMENDED BY
CABLE
MANUFACTURER
GROUND
B A R \
1 GROUNDING BAR DETAIL
1
BOTTOM OF TOWER
~ ~
r
B OL T P A RA LL EL C RO SS
RUN
UNIVERSAL PPE CLAMPS
SPLCER
CLAMP 15L 1 Z5
7/ 1 ' ; (D) 3/4: @,
-j',.,.::::'
o 0 - ° 0
0
O DO
3 ' ' 1
, 1
T OP O F TOWER
1 ~ ~
2 00 0:::
- -, 0-, 0 or 0 0 0
, 1
LEGEND
4
COPPER GROUND BAR, 1 4 X 4 X 10 , NEWTON INSTRUMENT CO.
CAT. NO.
B-6142 OR
EQUAL. HOLE CENTERS
TO
MATCH NEMA
DOUBLE
LUG
CONFIGURATION. (ACTUAL GROUND BAR
SIZE
WILL
VARY BASED
ON
NUMBER OF GROUND CONNECTIONS)
INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061-4 OR EQUAL
TYPICAL GROUND BAR
o
5/B
LOCKWASHERS
NEWTON I N S T R U ~ E N T C O C AT
NO
3015-B OR
EQUAL
o WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT NO.
A-6056 OR
EQUAL
o
5/8-11
X
1
HHCS BOLTS,
NEWTON
INSTRUMENT CO.
CAT
NO.
3012-1
OR
EQUAL
f. \ INSULATORS SHALL BE ELIM INATED WHEN BONDING DIRECTLY
TO
.V TOWER/MONOPOLE STRUCTURE. CONNECTION
TO
TOWER/MONOPOLE
STRUCTURE SHALL BE PER MANUFACTURERS RECOMMENDATIONS.
INOTE ALL HARDWARE TO BE STANLESS STEEL I
12.
IF EQUPMENT
IS IN
A C.L .
FENCE
ENCLOSURE GROUND
ONLY CORNER
POSTS AND
SUPPORT
POSTS OG GATE .
IF
CHAIN
LNK
L ID I S
USED
THEN
GROUND
LID
ALSO
13.
GROUNDNG @ PPC CABNET SHALL BE VERTCALLY
INSTALLED
14.
ALL GROUNDNG FOR ANTENNAS SHALL
BE
CONNECTED
S O T HA T I T W I LL
BY-PASS
MAIN
BUSS
BAR.
15.
ALL
EMT
RUNS SHALL BE GROUNDED
AND HAVE
A
BUSHNG
N O P VC A BO VE
GROUND
16. USE SEPARATE
HOLES
FOR
GROUNDNG @ BUSS BAR
NO
DOUBLING-UP
OF
LUGS
17. POWER AND TELCO
CABS SHALL BE GROUNDED
(BONDED)
TOGETHER.
18.
NO LB'S ALLOWED ON
GROUNDNG RUNS
11.
GROUNDNG ATIACHMENT
TO TOWER
SHALL
B E A S P ER
MANUFACTURERS RECOMMENDATONS
O R A T
GROUNDNG
PONTS PROVDED
(2
MINIMUM).
1. ALL
DETA ILS ARE SHOWN I N
GENERAL TERMS
ACTUAL
GROUNDNG INSTALLATON REQUREMENTS
AND
CONSTRUCTON ACCORDNG
TO S ITE
CONDTONS
2. ALLGROUNDNG CONDUCTORS
2
AWG
SOLD
BARE
TNNED COPPER
WIRE
UNLESS
OTHERWISE NOTED.
3 . GROUND
BAR LOCATED IN
BASE
OF
EQUPMENT
W I LL BE
PROVDED FURNSHED
AND
INSTALLED
B Y T HE
VENDOR
4. ALL
BELOW GRADE
CONNECTONS
EXOTHERMIC
WELD
TYPE
ABOVE
GRADE CONNECTONS
EXOTHERMIC
WELD
TYPE.
5 . GROUND RING SHALL BE LOCATED A
M I NI MUM OF 24
BELOW GRADE OR
6
MNMUM BELOW
THE FROST
LNE
6 . I NS TA LL GROUND CONDUCTORS AND GROUND ROD
MNMUM OF
1 ' -0
FROM EQUPMENT
CONCRETE
SLAB
SPREAD
FOOTING,
OR
FENCE.
7.
EXOTHERMIC WELD
GROUND CONNECTON
TO FENCE
POST
TREAT WITH
A
COLD
GALVANZED SPRAY
8 . GROUND B ARS
A
EQUPMENT GROUND BUS
BAR
(EGB)
LOCATED
AT BOTIOM
OF
ANTENNA POLE/MAST FOR
MAKING
GROUNDNG JUMPER CONNECTONS TO COAX
FEEDER CABLES SHALL BE FURNSHED AND INSTALLED BY
ELECTRCAL
CONTRACTOR.
JUMPERS (FURNISHED
BY
OWNERS) SHALL BE INSTALLED
AND
CONNECTED
BY
ELECTRCAL
CONTRACTOR. B.
MAIN GROUND BUS
BAR
(MGB)
LOCATED NEAR
THE
B AS E O F
THE
RADIO
EQUPMENT CABINET(S) SHALL BE FURNSHED
AND
INSTALLED
BY
ELECTRCAL
CONTRACTOR.
9. ALLGROUNDNG INSTALLATONS
AND
CONNECTONS SHALL
B E M AD E B Y
ELECTRCAL
CONTRACTOR.
10.
OBSERVE N.E.C. AND LOCAL
UTILITY
REQUREMENTS FOR
ELECTRCAL
SERVICE
GROUNDNG
GROUNDING
NOTES
-DRAWN BY:
1062
CONC
L 1 V E R ~ O R E
TEL
(925
3140 G OL D C AM
RANCHO CORD
~ L Y
=CONSULTANT:
UNSTRUT P1000 x
6
LONG
ATIACHED TO
NEW UNSTRUT COAX
CABLE HORZONTAL
SUPPORT
WITH
APPROPRATE FITIINGS
2
AWG
BCW
(TYP. 2 PLACES)
UNSTRUT
COAX
CABLE
HORZONTAL SUPPORT
12
TO
24
I
NEW
GPS
ANTENNA
FNSHED GRADE
HARGER
#1
OPS
STEEL
WELL COVER
WEATHERPROOFNG
KIT
I
(SEE
NOTE 3)
CABLE GROUND
KIT
6 AWG
STRANDED COPPER GROUND
WIRE
(GROUNDED TO GROUND BAR)
(SEE
NOTE
1 & 2)
ANTENNA CABLE
LOOP-UP #2,
SOLlD
F OR T O
ACCESS
FOR
TESTlNG
CONN OF CABLE GRND KIT
TO
ANT DETAIL
1 B O T PARA I [I UNIVERSAl PipE CI AMpS
.QLAME .5llli2.
G R E ~
CAST r SpliCER 1 A O T P AR A
EI
.QLAME
MECHANICAL
CONNECTIONS 1
5
I / NEW CABINET BASE
r---l=\o;--yl/
NEW
SLAB
NEW
EQUIP.
CABINET
LEGEND:
• -
EXOTHERMIC
CONNECTON
\g 7
• - MECHA NCA L T Y PE CONNE CT ON LU
\g 7
NOTES:
1 . T H S IS A
DIAGRAMMATIC
REPRESENTATON ONLY
SEE
GROUNDNG
PLAN FOR
SITE-SPECIFIC GROUNDNG
LAYOUT AND
COMPONENTS
2.
SEE
GROUND
NOTES FOR
ADDTONAL INFORMATON
3.
USE
2/0
A WG , B CW F OR
GROUND
LEADS FROM
BUS BARS
TO
GROUND
RING.
4.
USE 2 A WG , B CW F OR
BURED GROUND
LOOP AND
GROUND
LEADS.
5. THE NUMBER
AND
SIZE
OF
GROUND
BARS
USED
M AY P ER S IT E
CONDTONS
TYP
SYSTEM
GROUNDING
SCHEMATIC
7 GROUND ROD DETAIL 8
GROUND ROD TEST
WELL 9
GPS
ANTENNA
GROUNDING
l
2 AWG,
GREEN INSULATED FOR GROUND
FROM CABINET
TO
MA N GROUND B AR
(TYP.
OF
2)
0000000 00 00000
LEADS
2 AWG
BCW
TO CGBE
GROUND BAR
(CIGBE)
=SHEET
TITLE:
GROUNDI
AND D
8/20/2019 P__AT&T Ericsson - Sacramento_2010 LTE Sites_CNU3657_01-Construction_Rev 4_CNU3657 T-1 (1)
13/13
ELECTRICAL NOTES:
.
PROVIDE A MIN. 36
WORK
CLEARANCE
• 1
PER MANUFACTURER'S
RECOMMENDAT ONS
.
TO MAN BREAKERS
IN
FRONT OF PANELS/SERVICE EQUP
~
2 . E .C . S H AL L
MODIFY
BRANCH CIRCUIT
ARRANGEMENT
1
2. ALL BREAKERS
I N T HE
ELEC. PANEL
ARE
AS SHOWN INT HE
PANELSCHEDULE
RATED 10.000 RMS
SYMMETRICAL AMPS
4430 ROSE
240V
MAX.
7S ' C U.N .O.
PLEASANTON
PANEL
CIRCUIT
SERVICE:
1 2 0 / 240 VN; lPH
:SW
;::PROJECT INFORMAT
AND
DESIGNATION:
~ l A
3. ALL
WIRING
SHALL
BE
COPPER 7S ' C U.N .O.
LOAD
SCHEDULE
LOCATION:
N/A
CONDUIT REQUIREMENTS (TYP
.•
U.N.O.):
CNU
.
LOAD
LOAD PERPHASE
VA.
§.
LOAD PERPHASE (VA)
LOAD
UNDERGROUND
PVC
(SCHED
40 OR 80)
FROM
EXISTING
LTE
SITE
.
0.
S
ESCRPTON
PHASE
: :
PHASE
DESCRPTON
INDOOR:
EMT
(RGS
IN
TRAFFIC AREAS) TRANSFORMER
FA.
: 100674
A B C
N
A B C
OUTDOOR (ABOVE GRADE) RGS.
120/240V. IPH. 3W
1
BLANK
-
- - - - - -
- - - - -
21A
0-
f
- o 2 1 l A
- - - - - - - - - - - -
BLANK
2
PUISSIMA H
3
U'HTS
,
- - - - -
X
21A
,
- - -
-0-::0-
f -o J:o--
-
- -
,
21A - X - lBD - Be
,
(E)
GFl
4
ARASTRADER
5
o r o
f
o r o
6
LOSALTOS
(E) 850
BTS
,
2 68 0 1 44 0
- - -
X
40A
2 - - -
-
- - 2 31A - - - - - - -
1VSS
EXISTING CONDUT AND
. -L--. . -L--.
~ C U R R E N T I S S ~ B I
-
- -
' ....D
- - -
- - -
------------0
1 OS/09/11
DRA
29
BLANK
- - - - - - -
- - - - -
- - - - - - - - - - - -
30
I
SUBTOTAL CONTINUOUS
- -
-
'.D
-
SUBTOTAL
TO TAL KVA
ADD NEW 2 P OL E 40A BREAKER FOREB
2
D6/16/11
C LIONTINUOUS
D.2
ISUBTOTA
NON-CONTINUOUS
SUBTOTAL
CONTINUOUS x
1.25
3/4 C,
3118,
1118GND
~
(N) EQUPMENT IN EXISTING BLANK _
0
,_
NON
CONTINUOUS
REM
TOTALKVA
[ ±lS ]
POSTONS 19 AND 21
3 0 7 / 2 9 / 1 1
VOLTAGE
1 20 / 2 40 CYCLE
6D PHASE
,
WRES 3
MANUFACTURER
NON-CONTINUOUS
19.9
QU
NEW AT&T
3/4 C, 3118,
1 8GND
EUTRAL
RBAn
[ ±lS ]
ADD
NEW
2 P OL E
40A
BREAKER
FOR EB
4 0 8 / 1 8 / 1 1 PLA
YPEAND CATALOG NUIoBER: -
MAIN BREAKER:
I e.
42 000
I
TRP 2
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