P__AT&T Ericsson - Sacramento_2010 LTE Sites_CNU3657_01-Construction_Rev 4_CNU3657 T-1 (1)

8/20/2019 P__AT&T Ericsson - Sacramento_2010 LTE Sites_CNU3657_01-Construction_Rev 4_CNU3657 T-1 (1)

1/13


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

~ g o g o g o g o g o g o g l

Q

Q

®

r

•

•

w

[ ]

- -

IJ

0

@

~

4>

I

i @iSK?

t

I I

E

touN UNNONuN

uw m uw

LEGEND


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.


4/13

~ ~ a

0

01/31/11

100

RA

05/09/11

100

RA

2 06/16/11 CLI

3

07/29/11

EM

QU

4

08/18/11

LA

ENLARG

PL

~ I

•

ONSULTANT:

1062 CONC

LIVERMORE

TEL 925)

~ L Y

3140 GOLD

CAM

RANCHO CORD

poe COR

CNU

L

TE

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


5/13

100

DRA

100

ORA

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

3140 G OL D C AM

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


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


6/13

poe COR

0

100

RA

100

RA

2 CLIE

3

EM

QU

LA

~

•

062

CONC

LIVERMORE

TEL

(925

~ L Y

3140 GOLD CAM

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


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


OR ENLARGEMENT FROM ORIG INAL

PLANS.

EXISTING ANTENNA

PL N


7/13

SCALE NOTE:

IF D IMENSIONS SHOWN ON PLAN DO NOT


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

•

ONSULTANT:

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

( )


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


8/13

poe COR

~ L Y

0

100

RA

100

RA

2 CLIE

3

EM

QU

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:


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

4 08/18/11 PLA

~ P L A N S PREPARED

PDCCOR

~ I

•

r-REV.:=DATE:=DE

~

4430 ROSE

PLEASANTON

;::

PROJECT INFORMA


ISSUED FOR:

jJs

s 4ai2·2 M 8 Ih od A.Xe.cl A-c2 1 30 1 3

eEl lEe6107J.'2 1 ~ : : l u d

-0

des 3 =t.l3 i ' i

~ l ) C;OI80 c

linlmum

Ccrr:nLou5 Cperalln;J\ :>iiue ,U.I

'WEIGHT

Svs-ern 8,9 l s ($'-.01

V ~ u n t

:

j3,9

11:6 ( ~ ; ? 3 S

N)

To:.l: ~ ; : . 6 I b , (141.45 \\

Stand ' 0 'Mod.l le ~ a ; b , , : lib (4.4.5 \),

STANDARDS

S t i l < l ; t $ O ~ b n l c d ~ l e s - ~ F . i

O J r r p l l ~ r \ ~ : : J r f :tlc,

. r

510.1 9

Prot

error

;Je\ ce ( S P D ~ 3 ~ ' I l : 1 ' 1 r d s :

- ANSJtU_1449- 3-d6=Jion

- [EO

C52 Ll

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LS-1 r

13: Gt€43-1:2C032,-d Edi:i::n: 2 0 0 ~

- IS

6 t ~ 4 3 - : ~

- :1 6 : 0 L l 1 l : 2 ~ O Z (ndud 9 ( 1 l : < o J ~ 7 )

. s U P P · ~ 5 5 C Ccr ntc1i:xlMeltlcd

COMBINEDWIND LOACINO

150rnIJ 1 ( 5 U 5 ~

n ~ d 2

; 105 7

r : . ~ ( ~ 7 i j

N

19Srnp1( Ls 21:: : .l . :I lbs\9_C \J

DC6 48 6 18 8F

DCPower SurgeProtection

~ 2 ~ ~

elJ

47(: rrrn:

DC6·48·6 ·18·8F SPECS

DG57

W/

WEED GUARD

FABRIC

UNDERNEATH

:

.

•

.

•

.

.

I 1

8

THCK CONCRETE SLAB

WITH

4 RENFORCNG BAR

@ 12 D.C. EACH

WAY

:.::.: /;;:: :

f-:-:

-

...

----------:------------

f'

A:/

.'ill ... : . . . '. •

_;_; '-:

;: . . :

L _ . ~ : , . . . ;_ .

L. ... ---- )

_ ~ :

:_ . -:. . . . , . . , . ----;: -._. - - : - : - ,

~ - - . L

.

.,.•

, .

, : . ~ . : . , : . . . . . . . : J ;

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MLS MOSTURE

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


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


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


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

:


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


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--.


-

- -

' ....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

Documents

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