site number: cvl02152

SHEET INDEX PROJECT INFORMATION

APPROVALSAPPROVED BY: INITIALS: DATE:

VENDOR:

LEASING / LANDLORD:

R.F.:

ZONING:

CONSTRUCTION:

POWER / TELCO:

PG&E:

CODE COMPLIANCE

PROJECT DESCRIPTION PROJECT TEAM

GENERAL CONTRACTOR NOTES

DO NOT SCALE DRAWINGSTHESE DRAWINGS ARE FORMATTED TO BE FULL SIZE AT 24" x 36". CONTRACTORSHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ONTHE JOBSITE AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER INWRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK ORMATERIAL ORDERS OR BE RESPONSIBLE FOR THE SAME.

DIRECTIONS FROM AT&T

PROPERTY INFORMATION:SITE NAME: SLAYBACK RANCH

SITE NUMBER: CVL02152

SITE ADDRESS: 1731 RESEARCH PARK DRIVE DAVIS, CA 95618

A.P.N. NUMBER: 069-290-059

CURRENT ZONING: PD (PLANNED DEVELOPMENT)

JURISDICTION: CITY OF DAVIS

LATITUDE: N38° 32' 29.37" NAD 83

LONGITUDE: W121° 43' 54.61" NAD 83

GROUND ELEVATION: 43 FT. AMSL

DIRECTIONS FROM AT&T's OFFICE AT 2600 CAMINO RAMON, SAN RAMON, CA

NEW SITE BUILD UNMANNED TELECOMMUNICATIONS FACILITY.

1. BRING POWER / TELCO / FIBER TO SITE LOCATION.

2. INSTALL AT&T APPROVED OUTDOOR EQUIPMENT CABINETS ANDASSOCIATED EQUIPMENT WITHIN EXISTING CUPOLA.

3. PROPOSED AT&T ANTENNAS & ASSOCIATED TOWER-MOUNTEDEQUIPMENT ON AN EXISTING ROOFTOP BEHIND PROPOSED FRPSCREEN.

4. PROPOSED AT&T GPS ANTENNA.

OCCUPANCY AND CONSTRUCTION TYPE

SITE NUMBER: CVL02152

1. MERGE ONTO I-680 NORTH FROM BOLLINGER CANYON ROAD

2. CONTINUE ON I-680 NORTH

3. TAKE EXIT 71A TO MERGE ONTO I-80 EAST

4. CONTINUE ON I-80 EAST

5. TAKE EXIT 72 AND TURN LEFT ONTO RICHARDS BLVD

6. TURN LEFT ONTO RESEARCH PARK DRIVE

7. TURN LEFT ONTO SITE ACCESS ROAD

AT&T:

SITE NAME: SLAYBACK RANCH

1731 RESEARCH PARK DRIVE

DAVIS, CA 95618

JURISDICTION: CITY OF DAVIS

APN: 069-290-059

VICINITY MAP

REV

SITE TYPE: OUTDOOR EQUIPMENT

CABINETS / EXISTING ROOFTOP

POWER AGENCY:PACIFIC GAS & ELECTRIC2225 FOLSOM ST.SAN FRANCISCO, CA 94110

PROPERTY OWNER:DEVI PLAZA LLC1731 RESEARCH PARK DRIVEYOLO, CA 95618

APPLICANT / LESSEE:AT&T2600 CAMINO RAMONSAN RAMON, CA 94583

ARCHITECT / ENGINEER:MST ARCHITECTS INC.1520 RIVER PARK DRIVESACRAMENTO, CA 95815CONTACT: MANUEL S. TSIHLASEMAIL: [email protected]: (916) 567-9630

1. T-1 TITLE SHEET #2. GN-1 GENERAL NOTES, ABBREVIATIONS, & LEGEND #3. C-1 PLOT PLAN AND SITE TOPOGRAPHY #4. A-1.1 OVERALL SITE PLAN #5. A-1.2 ENLARGED SITE PLAN #6. A-2.1 EQUIPMENT AREA PLAN #7. A-3.1 ANTENNA PLAN, SCHEDULE, & DETAILS #8. A-3.2 ANTENNA PLANS & SCHEDULE #9. A-3.3 RRH DETAILS #10. A-4.1 PROPOSED ELEVATIONS #11. A-4.2 PROPOSED ELEVATIONS #12. E-3 SINGLE LINE DIAGRAM & PANEL SCHEDULE #

SITE ACQUISITION:COMPLETE WIRELESS CONSULTING, INC.2009 V STREETSACRAMENTO, CA 95818CONTACT: RANDY MIKUNIEMAIL: [email protected]: (916) 747-0624

FA CODE: 14728235

USID#: 288212

DAVIS, CA

PROJECTSITE

RF ENGINEER:AT&T5001 EXECUTIVE PARKWAYSAN RAMON, CA 94583CONTACT: STEPHEN NELSONEMAIL: [email protected]

SURVEYOR:GEIL ENGINEERING1226 HIGH STREETAUBURN, CA 95603CONTACT: DAN GEILPH: (530) 885-0426

ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITHTHE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNINGAUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOTCONFORMING TO THESE CODES.

1) 2019 CALIFORNIA ADMINISTRATIVE CODE

2) 2019 CALIFORNIA BUILDING CODE

3) 2019 CALIFORNIA ELECTRICAL CODE

4) 2019 CALIFORNIA MECHANICAL CODE

5) 2019 CALIFORNIA PLUMBING CODE

6) 2019 CALIFORNIA ENERGY CODE

9) 2019 CALIFORNIA FIRE CODE

11) 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE

12) 2019 CALIFORNIA REFERENCE STANDARDS CODE

80

POLE LIN

E ROA

D

COWELL BLVD

RICHARDS BLVD

RESEARC

H PARK D

RIVE

CONSTRUCTION MANGER:BECHTEL5000 EXECUTIVE PARKWAY, STE 350SAN RAMON, CA 94583CONTACT: SEAN WATSONEMAIL: [email protected]: (925) 594-9070

ZONING MANAGER:COMPLETE WIRELESS CONSULTING, INC.2009 V STREETSACRAMENTO, CA 95818CONTACT: KEVIN GALLAGHEREMAIL: [email protected]: (916) 764-2632

OCCUPANCY : U (UNOCCUPIED TELECOMMUNICATIONS FACILITY)

CONSTRUCTION TYPE: V-B

THIS IS AN UNOCCUPIED TELECOMMUNICATIONS FACILITY. ACCESSIBILITYFEATURES ARE NOT REQUIRED AS DESCRIBED BY 2019 CBC 11B-203.5, AND11B-202.4 EXCEPTION 7.

ACCESSIBILITY REQUIREMENTS

PREPARED FOR

REV DESCRIPTIONDATE

SHEET TITLE:

SHEET NUMBER:

CHECKED BY:

DRAWN BY:

PROJECT NO:

IT IS A VIOLATION OF LAW FOR ANYPERSON, UNLESS THEY ARE ACTING

UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS

DOCUMENT.

Vendor:

Licensee:

Architect:

AT&T SITE NO:

162.2756

CVL02152

1520 River Park DriveSacramento, California 95815

10/02/20 90% ZD

2600 Camino RamonSan Ramon, California 94583

Issued For:

CVL02152SLAYBACK

RANCH

1731 RESEARCH PARK DRDAVIS, CA 95618

10/20/20 100% ZD10/29/20 100% ZD REV 111/06/20 100% ZD REV 202/16/21 100% ZD REV 3

TITLE SHEET

T-1

TLS

SV

PLANS ARE INTENDED TO BE DIAGRAMMATIC OUTLINE ONLY, UNLESS NOTED OTHERWISE. THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS.

1.

THE CONTRACTOR SHALL OBTAIN, IN WRITING, AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY DEFINEDOR IDENTIFIED BY THE CONTRACT DOCUMENTS.

2.

CONTRACTOR SHALL CONTACT USA (UNDERGROUND SERVICE ALERT) AT (800) 227-2600, FOR UTILITY LOCATIONS, 48 HOURS BEFOREPROCEEDING WITH ANY EXCAVATION, SITE WORK OR CONSTRUCTION.

3.

THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESSSPECIFICALLY INDICATED OTHERWISE, OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE.

4.

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CBC / UBC'S REQUIREMENTS REGARDING EARTHQUAKE RESISTANCE, FOR, BUTNOT LIMITED TO, PIPING, LIGHT FIXTURES, CEILING GRID, INTERIOR PARTITIONS, AND MECHANICAL EQUIPMENT. ALL WORK MUST COMPLYWITH LOCAL EARTHQUAKE CODES AND REGULATIONS.

5.

REPRESENTATIONS OF TRUE NORTH, OTHER THAN THOSE FOUND ON THE PLOT OF SURVEY DRAWINGS, SHALL NOT BE USED TO IDENTIFY ORESTABLISH BEARING OF TRUE NORTH AT THE SITE. THE CONTRACTOR SHALL RELY SOLELY ON THE PLOT OF SURVEY DRAWING AND ANYSURVEYOR'S MARKINGS AT THE SITE FOR THE ESTABLISHMENT OF TRUE NORTH, AND SHALL NOTIFY THE ARCHITECT / ENGINEER PRIOR TOPROCEEDING WITH THE WORK IF ANY DISCREPANCY IS FOUND BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND THETRUE NORTH ORIENTATION AS DEPICTED ON THE CIVIL SURVEY. THE CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY FAILURE TO NOTIFYTHE ARCHITECT / ENGINEER.

6.

THE BUILDING DEPARTMENT ISSUING THE PERMITS SHALL BE NOTIFIED AT LEAST TWO WORKING DAYS PRIOR TO THE COMMENCEMENT OFWORK, OR AS OTHERWISE STIPULATED BY THE CODE ENFORCEMENT OFFICIAL HAVING JURISDICTION.

7.

DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES, UNLESS OTHERWISE NOTED.8.

ALL EXISTING UTILITIES, FACILITIES, CONDITIONS, AND THEIR DIMENSIONS SHOWN ON THE PLAN HAVE BEEN PLOTTED FROM AVAILABLERECORDS. THE ARCHITECT / ENGINEER AND THE OWNER ASSUME NO RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY OR THEACCURACY OF THE INFORMATION SHOWN ON THE PLANS, OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. CONTRACTORS SHALL BERESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION.CONTRACTORS SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES ANDMETHODS OF REMOVING OR ADJUSTING EXISTING UTILITIES.

9.

CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES, BOTH HORIZONTAL AND VERTICALLY, PRIOR TO THE START OF CONSTRUCTION. ANYDISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS SHOULD BE IMMEDIATELY REPORTED TO THE ARCHITECT / ENGINEER FORRESOLUTION AND INSTRUCTION, AND NO FURTHER WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS CHECKED AND CORRECTED BYTHE ARCHITECT / ENGINEER. FAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS/HER OWN RISK ANDEXPENSE.

10.

ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED BY CONSTRUCTION SHALL BE ADJUSTED TO FINISHELEVATIONS PRIOR TO FINAL INSPECTION OF WORK.

11.

ANY DRAIN AND/OR FIELD TILE ENCOUNTERED / DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO IT'S ORIGINAL CONDITIONPRIOR TO COMPLETION OF WORK. SIZE, LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE ACCURATELYNOTED AND PLACED ON "AS-BUILT" DRAWINGS BY GENERAL CONTRACTOR, AND ISSUED TO THE ARCHITECT / ENGINEER AT COMPLETIONOF PROJECT.

12.

ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, UTILITIES, ETC., SHALL BE PROPERLY LAID BACK OR BRACED INACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS.

13.

INCLUDE MISC. ITEMS PER AT&T SPECIFICATIONS14.

SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCALAUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION.

THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN.

SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS:

- AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE- AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD, NINTH EDITION- TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-H, STRUCTURAL STANDARD FOR STRUCTURAL ANTENNA TOWER AND ANTENNASUPPORTING STRUCTURES- INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE, ANDEARTH SURFACE POTENTIALS OF A GROUND SYSTEM IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OFELECTRICAL EQUIPMENT.-IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY "C3"AND "HIGH SYSTEM EXPOSURE")

TIA 607 COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS TELCORDIA GR-63 NETWORKEQUIPMENT-BUILDING SYSTEM (NEBS): PHYSICAL PROTECTIONTELCORDIA GR-347 CENTRAL OFFICE POWER WIRINGTELCORDIA GR-1275 GENERAL INSTALLATION REQUIREMENTSTELCORDIA GR-1503 COAXIAL CABLE CONNECTIONS

ANY AND ALL OTHER LOCAL & STATE LAWS AND REGULATIONS

FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OROTHER REQUIREMENTS, THE MOST RESTRICTIVE SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND ASPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN.

GENERAL CONSTRUCTION NOTES:

APPLICABLE CODES, REGULATIONS AND STANDARDS:

ABBREVIATIONS

SYMBOLS LEGEND

OFFICE101 ROOM NUMBER

WALL TYPE MARK

KEYNOTE,CONSTRUCTION ITEM

KEYNOTE,DIMENSION ITEM

ROOM NAME

WALL SECTION

DETAIL

3

BLDG. SECTIONA-3001

A-500D5

A-310A5

A-113C1

A-113C4

A-113A1

A-113A4 ELEVATION

3

2

CENTERLINE

ELEVATION DATUM

TILT-UP PANEL MARK

WINDOW SYMBOL

DOOR SYMBOL

PROPERTY LINE

3

±0"

001

10

A GRID/COLUMN LINE

A-3001

A.B. ANCHOR BOLTABV. ABOVEACCA ANTENNA CABLE COVER ASSEMBLYADD'L ADDITIONALA.F.F. ABOVE FINISHED FLOORA.F.G. ABOVE FINISHED GRADEALUM. ALUMINUMALT. ALTERNATEANT. ANTENNAAPPRX. APPROXIMATE(LY)ARCH. ARCHITECT(URAL)AWG. AMERICAN WIRE GAUGEBLDG. BUILDINGBLK. BLOCKBLKG. BLOCKINGBM. BEAMB.N. BOUNDARY NAILINGBTCW. BARE TINNED COPPER WIREB.O.F. BOTTOM OF FOOTINGB/U BACK-UP CABINETCAB. CABINETCANT. CANTILEVER(ED)C.I.P. CAST IN PLACECLG. CEILINGCLR. CLEARCOL. COLUMNCONC. CONCRETECONN. CONNECTION(OR)CONST. CONSTRUCTIONCONT. CONTINUOUSd PENNY (NAILS)DBL. DOUBLEDEPT. DEPARTMENTD.F. DOUGLAS FIRDIA. DIAMETERDIAG. DIAGONALDIM. DIMENSIONDWG. DRAWING(S)DWL. DOWEL(S)EA. EACHEL. ELEVATIONELEC. ELECTRICALELEV. ELEVATOREMT. ELECTRICAL METALLIC TUBINGE.N. EDGE NAILENG. ENGINEEREQ. EQUALEXP. EXPANSIONEXST.(E) EXISTINGEXT. EXTERIORFAB. FABRICATION(OR)F.F. FINISH FLOORF.G. FINISH GRADEFIN. FINISH(ED)FLR. FLOORFDN. FOUNDATIONF.O.C. FACE OF CONCRETEF.O.M. FACE OF MASONRYF.O.S. FACE OF STUDF.O.W. FACE OF WALLF.S. FINISH SURFACEFT.( ' ) FOOT (FEET)FTG. FOOTINGG. GROWTH (CABINET)GA. GAUGEGI. GALVANIZE(D)G.F.I. GROUND FAULT CIRCUIT INTERRUPTERGLB. (GLU-LAM) GLUE LAMINATED BEAMGPS GLOBAL POSITIONING SYSTEMGRND. GROUNDHDR. HEADERHGR. HANGERHT. HEIGHTICGB. ISOLATED COPPER GROUND BUS

IN. ( " ) INCH(ES)INT. INTERIORLB.(#) POUND(S)L.B. LAG BOLTSL.F. LINEAR FEET (FOOT)L. LONG(ITUDINAL)MAS. MASONRYMAX. MAXIMUMM.B. MACHINE BOLTMECH. MECHANICALMFR. MANUFACTURERMIN. MINIMUMMISC. MISCELLANEOUSMTL. METAL(N) NEWNO.(#) NUMBERN.T.S. NOT TO SCALEO.C. ON CENTEROPNG. OPENINGP/C PRECAST CONCRETEPCS PERSONAL COMMUNICATION SERVICESPLY. PLYWOODPPC POWER PROTECTION CABINETPRC PRIMARY RADIO CABINETP.S.F. POUNDS PER SQUARE FOOTP.S.I. POUNDS PER SQUARE INCHP.T. PRESSURE TREATEDPWR. POWER (CABINET)QTY. QUANTITYRAD.(R) RADIUSREF. REFERENCEREINF. REINFORCEMENT(ING)REQ'D/ REQUIREDRGS. RIGID GALVANIZED STEELSCH. SCHEDULESHT. SHEETSIM. SIMILARSPEC. SPECIFICATIONSSQ. SQUARES.S. STAINLESS STEELSTD. STANDARDSTL. STEELSTRUC. STRUCTURALTEMP. TEMPORARYTHK. THICK(NESS)T.N. TOE NAILT.O.A. TOP OF ANTENNAT.O.C. TOP OF CURBT.O.F. TOP OF FOUNDATIONT.O.P. TOP OF PLATE (PARAPET)T.O.S. TOP OF STEELT.O.W. TOP OF WALLTYP. TYPICALU.G. UNDER GROUNDU.L. UNDERWRITERS LABORATORYU.N.O. UNLESS NOTED OTHERWISEV.I.F. VERIFY IN FIELDW WIDE (WIDTH)w/ WITHWD. WOODW.P. WEATHERPROOFWT. WEIGHTC CENTERLINEP PLATE, PROPERTY LINE

GROUT OR PLASTER

(E) BRICK

(E) MASONRY

CONCRETE

EARTH

GRAVEL

PLYWOOD

SAND

PLYWOOD

SAND

(E) STEEL

MATCH LINE

GROUND CONDUCTOR

TELEPHONE CONDUIT

POWER CONDUIT

COAXIAL CABLE

CHAIN LINK FENCE

OVERHEAD SERVICE CONDUCTORSOH

LL

WOOD FENCE

(P) ANTENNA

(P) RRU

(P) DC SURGE SUPRESSION

(F) ANTENNA

(F) RRU

(E) EQUIPMENT

PREPARED FOR

REV DESCRIPTIONDATE

SHEET TITLE:

SHEET NUMBER:

CHECKED BY:

DRAWN BY:

PROJECT NO:



DOCUMENT.

Vendor:

Licensee:

Architect:

AT&T SITE NO:

162.2756

CVL02152


10/02/20 90% ZD


Issued For:

CVL02152SLAYBACK

RANCH



GENERAL NOTES,ABBREVIATIONS, &

LEGEND

GN-1

TLS

SV

1 1"=20'OVERALL SITE PLAN

NORTH

PL

AN

N

OR

TH

1" = 20.0'

5'0' 50'25'

PROPERTY LINE

PROPERTY LINE

PRO

PERT

Y LIN

E

PRO

PERT

YLI

NE

EXISTING TELEPHONE BOX, PROPOSEDAT&T TELCO P.O.F.

EXISTING ELECTRICAL BOX

EXISTING CONCRETE CURB & GUTTER

EXISTING 10'-0" WIDE PUBLIC UTILITYEASEMENT PER 19/MAPS/48

EXISTING 31'-0" WIDE PRIVATE ACCESS &PUBLIC UTILITY EASEMENT PER 19/MAPS/48

APN:069-290-026

APN:069-290-036

APN:069-290-037

APN:069-290-059

APN:069-290-057

RESE

ARC

H PA

RK D

RIV

E

EXISTING DRAINAGE GRATE

EXISTING TRANSFORMER

EXISTING TRASH ENCLOSURE


EXISTING ELECTRICAL SWITCH CABINET,PROPOSED AT&T POWER P.O.F.



ROOF PLAN1

A-1.2

PROPOSED AT&T 20'-0" WIDE NON-EXCLUSIVEACCESS & UTILITY EASEMENT


PROPOSED AT&T UNDERGROUND POWER(±130'-0")

EXISTING SIDEWALK

PROPOSED AT&T UNDERGROUNDFIBER (±300'-0")

EXISTING 10'-0" WIDE PUBLIC UTILITYEASEMENT PER 19/MAPS/48

PREPARED FOR

REV DESCRIPTIONDATE

SHEET TITLE:

SHEET NUMBER:

CHECKED BY:

DRAWN BY:

PROJECT NO:



DOCUMENT.

Vendor:

Licensee:

Architect:

AT&T SITE NO:

162.2756

CVL02152


10/02/20 90% ZD


Issued For:

CVL02152SLAYBACK

RANCH



OVERALL SITEPLAN

A-1.1

TLS

SV

ALL PROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH ANDSTREET HALF-WIDTHS HAVE BEEN OBTAINED FROM A TAX PARCELMAP AND EXISTING DRAWINGS AND ARE APPROXIMATE.

NOTES:

1. NO GRADING OR PERMANENT CONSTRUCTION SHALLOCCUR WITHIN DRIP LINES OF TREES THAT ARE TO REMAINWITHOUT ARBORIST APPROVAL.

2. PRIOR TO CONSTRUCTION, GENERAL CONTRACTOR TOCONTACT DIGALERT TO MARK OUT EXISTING UNDERGROUNDUTILITIES. IN THE EVENT OF CONFLICTS, CONTRACTOR TOCONTACT PDC.

THIS IS NOT A SITE SURVEY

EXISTING PARAPET

EXISTING MECHANICAL ROOFTOPEQUIPMENT (TYP.)

EXISTING METAL RAILING

EQUIPMENT AREA PLAN

1 1/8" = 1'-0"ENLARGED SITE PLAN

NORTH

PL

AN

N

OR

TH

10' 20'0' 2'

1/8" = 1'-0"

EXISTING RIGID CONDUITS (TYP.)

ANTENNA LAYOUT PLANAT SECTOR A

1A-3.2

1A-2.1ANTENNA LAYOUT PLAN AT

SECTOR B2

A-3.2

UTILITY PLAN AT FIRST FLOOR2

A-1.2

EXISTING MECHANICAL ROOFTOPEQUIPMENT (TYP.)


EXISTING RIGID CONDUITS (TYP.)

PROPOSED AT&T HYBRID CONDUITS ONDURABLOCK (TYP.)

PROPOSED AT&T 10'-0" WIDENON-EXCLUSIVE ACCESS &UTILITY EASEMENT

EXISTING PARAPET

PROPOSED AT&T HYBRID CONDUITS ONDURABLOCK (TYP.)


EXISTING CUPOLA

ANTENNA LAYOUT PLAN ATSECTOR C

1A-3.1

PROPOSED AT&T ACCESS LADDER ONEXISTING WALL

EXISTING PORTION OF GUARDRAIL TO BEREMOVED, PROPOSED AT&T 3'-0" WIDE ACCESS

GATE TO MATCH EXISTING GUARDRAIL

ACCESS LADDER PLAN3

A-1.2

EXISTING PLANTERS (TYP.)


2 1/2" = 1'-0"UTILITY PLAN AT FIRST FLOOR

NORTH

PL

AN

N

OR

TH

PROPOSED AT&T CAM-LOKGENERATOR INTERFACEMOUNTED ON EXISTING

EXTERIOR WALLPROPOSED AT&T 200A

SERVICE METER ANDDISCONNECT MOUNTED ON

EXISTING EXTERIOR WALL

PROPOSED AT&T COVEREDCABLE TRAY MOUNTED ON

EXISTING EXTERIOR WALL,PAINT TO MATCH EXISTING

BUILDING

EXISTING BUILDING

EXISTING CONCRETE SIDEWALK

3 1/2" = 1'-0"ACCESS LADDER PLAN

NORTH

PL

AN

N

OR

TH

PROPOSED AT&T OSHA APPROVEDCAGED ACCESS LADDER

EXISTING PORTION OF PARAPETTRIM TO BE REMOVED

PROPOSED AT&T 3'-0"x3'-0"METAL PLATFORM W/ 42"

TALL GUARDRAILS

PROPOSED AT&T ACCESSLADDER ONTO ROOFTOP

PREPARED FOR

REV DESCRIPTIONDATE

SHEET TITLE:

SHEET NUMBER:

CHECKED BY:

DRAWN BY:

PROJECT NO:



DOCUMENT.

Vendor:

Licensee:

Architect:

AT&T SITE NO:

162.2756

CVL02152


10/02/20 90% ZD


Issued For:

CVL02152SLAYBACK

RANCH



ENLARGED SITEPLAN

A-1.2

TLS

SV

NOTES:

1. NO GRADING OR PERMANENT CONSTRUCTION SHALLOCCUR WITHIN DRIP LINES OF TREES THAT ARE TO REMAINWITHOUT ARBORIST APPROVAL.

2. PRIOR TO CONSTRUCTION, GENERAL CONTRACTOR TOCONTACT DIGALERT TO MARK OUT EXISTING UNDERGROUNDUTILITIES. IN THE EVENT OF CONFLICTS, CONTRACTOR TOCONTACT PDC.

20'-0" PROPOSED AT&T LEASE AREA

20'-0

" PRO

POSE

D A

T&T

LEA

SE A

REA

1 1/2" = 1'-0"EQUIPMENT AREA PLAN

NORTH

PL

AN

N

OR

TH

5' 10'1'

1/2" = 1'-0"

0'

2'-0"18'-0"

1'-0

"8'

-0" U

TILITY

H-F

RAM

E11

'-0"

3'-6

"3'

-8"

EQUI

PMEN

T C

URB

12'-1

0"


1'-0"15'-6" EQUIPMENT CURB3'-6"

PROPOSED AT&T COVERED CABLE TRAY MOUNTED ONEXISTING EXTERIOR WALL, PAINT TO MATCH EXISTING BUILDING

PROPOSED AT&T 24"X24"X8" HOFFMAN TELCO BOX WITHCIENA BOX ABOVE MOUNTED ON A UTILITY H-FRAME

PROPOSED AT&T 42 CIRCUIT LOAD CENTER AND AUTOMATICTRANSFER SWITCH MOUNTED ON A UTILITY H-FRAME

PROPOSED AT&T UTILITY H-FRAME

(3) PROPOSED AT&T SURGE PROTECTORS MOUNTED ONUNISTRUT TO CONCRETE WALK-IN CABINET (VERTICALLYSTACKED)

APPROXIMATE LOCATION OF EXISTING DRAINAGE PIPESUSPENDED FROM CEILING ABOVE, VERIFY IN FIELD

(3) PROPOSED AT&T PURCELL CABINETS, VERTICALLYSTACKED, (1) FUTURE PURCELL CABINET TO BE STACKEDABOVE

PROPOSED AT&T EQUIPMENT CURBAPPROXIMATE LOCATION OF EXISTING ROOFTOPACCESS PANEL, PROPOSED AT&T ROOFTOP ACCESS

(1) PROPOSED AT&T EMERSON POWER PLANT & (1)PROPOSED AT&T BATTERY CABINET

PROPOSED AT&T WALKABLE COVERED CABLE TRAY

POWERPLANT

BATTERYCABINET

PURCELLCABINET

PURCELLCABINET

APPROXIMATE LOCATION OF EXISTINGMETAL POST, VERIFY IN FIELD

APPROXIMATE LOCATION OF EXISTINGHATCH, PROPOSED AT&T ACCESS

HATCH

PROPOSED AT&T POWER & FIBER CONDUITSTO PENETRATE EXISTING PENTHOUSE WALL

OUTSIDE FACE OF EXISTING PARAPET

EXISTING CUPOLA OVERHANG

EXISTING ROOFTOP CUPOLA

PROPOSED AT&T HYBRID CONDUITS TOPENETRATE EXISTING PENTHOUSE WALL

INSIDE FACE OF EXISTING PARAPET

BATTERYCABINET

PREPARED FOR

REV DESCRIPTIONDATE

SHEET TITLE:

SHEET NUMBER:

CHECKED BY:

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Vendor:

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EQUIPMENTAREA PLAN

A-2.1

TLS

SV

2-1/4" STANDARDGALVANIZED PIPE MOUNT

2-1/4" STANDARDGALVANIZED PIPE MOUNT

RAYCAP DC9-48-60-24-8C-EV SURGE SUPPRESSION SOLUTION

COLOR: BLACK/SILVER

DIMENSIONS: 10.25" DIA X 2'-7.5" TALL W/ 1'-1.5' BASE

WEIGHT: 26.2 LBS.±

SURGE SUPPRESSION SYSTEMFOR USE AT ANTENNA SECTORSCLOSER THAN 18 FEET APART

5 1-1/2"= 1'-0"DC SURGE SUPPRESSION (SQUID)

COAX LINES TO ANTENNAS

SURGE SUPPRESSION SYSTEMFOR USE AT ANTENNA SECTORSCLOSER THAN 18 FEET APART

2'-7

1 2"

1'-1

1 2"

1'-614"

1014"

1014"

SECTOR

ALPHA

BETA

GAMMA

ANTENNA MODEL NO. AZIMUTH CENTERLINE RRH FIBER LENGTH COAX LENGTH JUMPER TYPE RRU NO.

RF SCHEDULE

± 46'-0"

TMA

NO SCALERF SCHEDULE

50°

270°

A1

A2

A3

B1

B2

B3

C1

C2

C3

± 60'-0" (2)

(3)

(2)

150°

A4 -

B4

C4

2

1/2" = 1'-0" ANTENNA LAYOUT PLAN AT SECTOR C1

5' 10'1'

1/2" = 1'-0"

0'

COMMSCOPE - NNH4-65A-R6H4 -

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

LDF4

LDF4

LDF4

-

LDF4

LDF4

LDF4

-

LDF4

LDF4

LDF4

-

50°

50°

-

270°

270°

-

150°

150°

-

NORTH

PL

AN

N

OR

TH

RF DATA SHEET vX.XX.X DATED XX/XX/XX EQUIPMENT IS PRELIMINARY AND SUBJECT TO CHANGE.NOTE: ANTENNA POSITIONS ARE LEFT TO RIGHT FROM FRONT OF ANTENNA

-

(1) 4449 B5/B12 / (1) 8843 B2/B66A

(1) 4478 B14 / (1) 4415 B25 / (1) 4415 B30

(2) FUTURE RRH UNITS

(2)

(3)

(2)

-

(2)

(3)

(2)

-

-

± 60'-0"

± 60'-0"

-

± 100'-0"

± 100'-0"

± 100'-0"

-

± 60'-0"

± 60'-0"

± 60'-0"

-

SECTO

R C

AZIMUTH 150°

(6) PROPOSED AT&T ANTENNAS,(2) PER SECTOR

3A-3.1

-

(15) PROPOSED AT&T RRH UNITS, (5)PER SECTOR

(3) PROPOSED AT&T SURGEPROTECTORS, (1) PER SECTOR

EXISTING DRAIN

PROPOSED AT&T FRP SCREEN WALL,FINISH & TRIM TO MATCH EXISTING

BUILDING

EXISTING RAISED PARAPET

SHEETA-3.3

5A-3.1

20'-6" PROPOSED AT&T LEASE AREA / FRP SCREEN WALL

13'-0

" PRO

POSE

D A

T&T

LEA

SE A

REA

8'-9

" FRP

SC

REEN

WA

LL4'

-3"

3'-1

"


COMMSCOPE - NNH4-65A-R6H4

FUTURE ANTENNA


-


FUTURE ANTENNA


-


FUTURE ANTENNA

± 46'-0"

± 46'-0"

± 46'-0"

-

± 46'-0"

± 46'-0"

± 46'-0"

-

± 46'-0"

± 46'-0"

(1) 4449 B5/B12 / (1) 8843 B2/B66A

(1) 4478 B14 / (1) 4415 B25 / (1) 4415 B30


-

(1) 4449 B5/B12 / (1) 8843 B2/B66A

(1) 4478 B14 / (1) 4415 B25 / (1) 4415 B30


-

(3) FUTURE AT&T ANTENNAS, (1) PERSECTOR

==

ANTENNAWEIGHTDIMENSIONS

COMMSCOPE (NNH4-65A-R6H4)101.4 LBS59.0" (H) x 19.6" (W) x 7.8" (D)=

3 3/4" = 1'-0"PROPOSED ANTENNA SPEC

59"

7.8"19.6"

ANTENNASUPPORT PIPE

ANTENNAMOUNTING

BRACKET

FRONT SIDE PERSPECTIVE

EQUIPMENT SUBJECT TO CHANGE

4 NO SCALENOT USED

ANTENNA PLAN,SCHEDULE, &

DETAILS

A-3.1

PREPARED FOR

REV DESCRIPTIONDATE

SHEET TITLE:

SHEET NUMBER:

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Architect:

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RANCH



TLS

SV

NO SCALERF SCHEDULE3

1/2" = 1'-0" ANTENNA LAYOUT PLAN AT SECTOR A1

5' 10'1'

1/2" = 1'-0"

0'NORTH

PL

AN

N

OR

TH

1/2" = 1'-0" ANTENNA LAYOUT PLAN AT SECTOR B2

5' 10'1'

1/2" = 1'-0"

0'NORTH

PL

AN

N

OR

TH

SECTO

R A

AZIMUTH

50°

SECTOR BAZIMUTH 270°

(6) PROPOSED AT&TANTENNAS, (2) PER

SECTOR

3A-3.1

(15) PROPOSED AT&T RRH UNITS,(5) PER SECTOR

SHEETA-3.3


5A-3.1

PROPOSED AT&T FRP SCREEN WALLW/ WALKABLE OPENINGS, FINISH &TRIM TO MATCH EXISTING BUILDING

20'-6

" PRO

POSE

D A

T&T

LEA

SE A

REA

/ F

RP S

CRE

EN W

ALL


3'-0"OPENING


3'-0"OPENING


EXISTING PARAPET

PROPOSED AT&T 10'-0"WIDE NON-EXCLUSIVEACCESS & UTILITYEASEMENT

(6) PROPOSED AT&T ANTENNAS,(2) PER SECTOR

3A-3.1

(15) PROPOSED AT&T RRH UNITS,(5) PER SECTOR

SHEETA-3.3


5A-3.1

PROPOSED AT&T FRP SCREEN WALLW/ WALKABLE OPENINGS, FINISH &TRIM TO MATCH EXISTING BUILDING


EXISTING PARAPET

PROPOSED AT&T 10'-0" WIDENON-EXCLUSIVE ACCESS &UTILITY EASEMENT


PROPOSED AT&T HYBRIDCONDUITS ON

DURABLOCK (TYP.)

PROPOSED AT&T HYBRIDCONDUITS ON

DURABLOCK (TYP.)

EXISTING MECHANICALROOFTOP EQUIPMENT

EXISTING RIGIDCONDUITS (TYP.)

20'-6

" PRO

POSE

D A

T&T

LEA

SE A

REA

/ F

RP S

CRE

EN W

ALL

RF DATA SHEET vX.XX.X DATED XX/XX/XX EQUIPMENT IS PRELIMINARY AND SUBJECT TO CHANGE.NOTE: ANTENNA POSITIONS ARE LEFT TO RIGHT FROM FRONT OF ANTENNA

6'-3" FRP SCREEN WALL3"

7'-7" FRP SCREEN WALL5"

3'-0"OPENING

SECTOR

ALPHA

BETA

GAMMA

ANTENNA MODEL NO. AZIMUTH CENTERLINE RRH FIBER LENGTH COAX LENGTH JUMPER TYPE RRU NO.

RF SCHEDULE

± 46'-0"

TMA

50°

270°

A1

A2

A3

B1

B2

B3

C1

C2

C3

± 60'-0" (2)

(3)

(2)

150°

A4 -

B4

C4

COMMSCOPE - NNH4-65A-R6H4 -

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

LDF4

LDF4

LDF4

-

LDF4

LDF4

LDF4

-

LDF4

LDF4

LDF4

-

50°

50°

-

270°

270°

-

150°

150°

-

-

(1) 4449 B5/B12 / (1) 8843 B2/B66A

(1) 4478 B14 / (1) 4415 B25 / (1) 4415 B30


(2)

(3)

(2)

-

(2)

(3)

(2)

-

-

± 60'-0"

± 60'-0"

-

± 100'-0"

± 100'-0"

± 100'-0"

-

± 60'-0"

± 60'-0"

± 60'-0"

-

-


FUTURE ANTENNA


-


FUTURE ANTENNA


-


FUTURE ANTENNA

± 46'-0"

± 46'-0"

± 46'-0"

-

± 46'-0"

± 46'-0"

± 46'-0"

-

± 46'-0"

± 46'-0"

(1) 4449 B5/B12 / (1) 8843 B2/B66A

(1) 4478 B14 / (1) 4415 B25 / (1) 4415 B30


-

(1) 4449 B5/B12 / (1) 8843 B2/B66A

(1) 4478 B14 / (1) 4415 B25 / (1) 4415 B30


-

(3) FUTURE AT&T ANTENNAS,(1) PER SECTOR

(3) FUTURE AT&T ANTENNAS,(1) PER SECTOR

EXISTING METALRAILING

EXISTING RIGIDCONDUITS (TYP.)

ANTENNA PLANS& SCHEDULE

A-3.2

PREPARED FOR

REV DESCRIPTIONDATE

SHEET TITLE:

SHEET NUMBER:

CHECKED BY:

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RANCH



TLS

SV

3 1-1/2"= 1'-0"ERICSSON RADIO 4449 B5/B12 REMOTE RADIO UNIT

4 1-1/2"= 1'-0"ERICSSON RADIO 8843 B2/B66A REMOTE RADIO UNIT

FRONT VIEW SIDE VIEW

TOP VIEW

2 1-1/2"= 1'-0"ERICSSON RADIO 4415 B25/B30 REMOTE RADIO UNIT

ERICSSON RADIO 4415 B25 REMOTE RADIO UNIT

COLOR: WHITE

DIMENSIONS: 16.5" TALL X 13.4" WIDE X 5.9" DEEP (INCLUDING SUNSHIELD)

WEIGHT: 46 LBS.± (INCLUDING MOUNTING HARDWARE)

4415 B25 WITH SUNSHIELD

1 1-1/2"= 1'-0"ERICSSON RADIO 4478 B14 REMOTE RADIO UNIT

16.5

"12

"C

LR

13.4"

16"

CLR 5.9"

2-3/8" DIA. GALV.STL. PIPE (LENGTHAS REQUIRED)

ERICSSON GALV.STL. MOUNTINGBRACKETS PART #:SXK 125 0245/1

(2) 3/8"Ø GALV.STL. BOLTS, NUTS &LOCK WASHERS

(2) 3/8"Ø GALV.STL. BOLTS, NUTS &LOCK WASHERS

5.9"

13.4

"

ERICSSON RRH 4478 B14 REMOTE RADIO UNIT

COLOR: WHITE

DIMENSIONS: 16.5" TALL X 13.4" WIDE X 7.7" DEEP (INCLUDING SUNSHIELD)

WEIGHT: +/- 59.9 LBS. (INCLUDING MOUNTING HARDWARE)

FRONT VIEW

16"

CLR

12"

CLR

RRH 4478 B14 WITH SUNSHIELD

MFR'S STANDARDMOUNTING BRACKETS

ERICSSON RADIO 4449 B5/B12 REMOTE RADIO UNIT

COLOR: WHITE

DIMENSIONS: 15" TALL X 13.2" WIDE X 10.2" DEEP (INCLUDING SUNSHIELD)

WEIGHT: 75 LBS± (INCLUDING MOUNTING HARDWARE)

SIDE VIEW

16"

CLR

RADIO 4449WITH SUNSHIELD


MFR'S STANDARDMOUNTING

BRACKETS

ERICSSON RADIO 8843 B2/B66A REMOTE RADIO UNIT

13.2"

15.0

"

FRONT VIEW

BOTTOM VIEW

15.0

"

10.2"

13.4

"

13.4"

7.7"

16.5

"

BOTTOM VIEW

SIDE VIEW

PIPE

MANUFACTURERSUPPLIEDMOUNTINGBRACKET

10.2"

12"

CLR

COLOR: WHITE

DIMENSIONS: 15" TALL X 13.2" WIDE X 10.2" DEEP (INCLUDING SUNSHIELD)

WEIGHT: 75 LBS± (INCLUDING MOUNTING HARDWARE)

SIDE VIEW

16"

CLR

RADIO 4449WITH SUNSHIELD


MFR'S STANDARDMOUNTING

BRACKETS

13.2"

15.0

"

FRONT VIEW

BOTTOM VIEW

15.0

"

10.2"

10.2"

12"

CLR

5 1-1/2"= 1'-0"BACK TO BACK RRH MOUNTING (COMMSCOPE PART#: RR-B2B-AR)

SIDE VIEWFRONT VIEW

TOP VIEW

SPECIFICATIONS:

MATERIAL: HOT-DIPPED GALVANIZED STEEL

DIMENSIONS:HEIGHT: 13.4 INWIDTH: 8.4 IN.LENGTH: 18.2 IN.

WEIGHT: 39 LBS± (INCLUDINGMOUNTING HARDWARE)

RRH DETAILS

A-3.3

PREPARED FOR

REV DESCRIPTIONDATE

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SHEET NUMBER:

CHECKED BY:

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DOCUMENT.

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Architect:

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TLS

SV

2 1/8" = 1'-0"WEST ELEVATION

1 1/8" = 1'-0"SOUTH ELEVATION

EXISTING GRADE0.0' A.G.L. (43.0' A.M.S.L.)


TOP OF EXISTING PARAPET42.7' A.G.L.


TOP OF EXISTING CUPOLA54.0' A.G.L.

CENTERLINE OF PROPOSED AT&T ANTENNAS 46.0' A.G.L.







TOP OF PROPOSED PARAPET48.7' A.G.L.


PROPOSED AT&T FRP SCREEN WALL W/DECORATIVE TRIM TO MATCH EXISTINGBUILDING

PROPOSED AT&T FRP SCREEN WALL W/WALKABLE OPENINGS, FINISH & TRIM TO

MATCH EXISTING BUILDING

PROPOSED AT&T FRP SCREEN WALL, FINISH& TRIM TO MATCH EXISTING BUILDING



PROPOSED AT&T FRP SCREEN WALL W/WALKABLE OPENING, FINISH & TRIM TO



PROPOSED AT&T OSHA APPROVED CAGEDACCESS LADDER

PREPARED FOR

REV DESCRIPTIONDATE

SHEET TITLE:

SHEET NUMBER:

CHECKED BY:

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RANCH



PROPOSEDELEVATIONS

A-4.1

TLS

SV

2 1/8" = 1'-0"EAST ELEVATION

1 1/8" = 1'-0"NORTH ELEVATION










1731



PROPOSED AT&T FRP SCREEN WALL W/WALKABLE OPENINGS, FINISH & TRIM TOMATCH EXISTING BUILDING

PROPOSED AT&T FRP SCREEN WALL, FINISH& TRIM TO MATCH EXISTING BUILDING

PROPOSED AT&T FRP SCREEN WALL W/WALKABLE OPENING, FINISH & TRIM TO


PROPOSED AT&T 200A SERVICE METER ANDDISCONNECT

PROPOSED AT&T COVERED CABLE TRAY,PAINT TO MATCH EXISTING BUILDING

PROPOSED AT&T CAM-LOK GENERATORINTERFACE





PROPOSED AT&T OSHA APPROVED CAGEDACCESS LADDER


EXISTING LIGHT FIXTURE TO BE RELOCATED

PREPARED FOR

REV DESCRIPTIONDATE

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A-4.2

TLS

SV

PROPOSEDELEVATIONS

ABBREVIATIONS:

BCW BARE COPPER WIREBTS BASE TRANSCEIVER STATIONC CONDUIT(E) EXISTINGEG EQUIPMENT GROUND(F) FUTUREFACP FIRE ALARM CONTROL PANELGEN GENERATORIG ISOLATED GROUNDIMC INTERMEDIATE METAL CONDUITLFMC LIQUID TIGHT FLEXIBLE METAL CONDUITMCM MILLION CIRCULAR MILLSMI MECHANICAL INTERLOCKMP&S SEE MECHANICAL PLANS & SPECIFICATIONS(N) NEWNEMA NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATIONNL NIGHT LIGHT - FIXTURE TO BE UNSWITCHEDPFB PROVISION FOR FUTURE BREAKERPVC POLYVINYL CHLORIDE CONDUIT(R) RELOCATERG RELAY TO MONITOR GENERATOR POWERRU RELAY TO MONITOR UTILITY POWERTYP TYPICALUON UNLESS OTHERWISE NOTEDWP WEATHERPROOFGFCI GROUND FAULT CIRCUIT INTERRUPTER

NOTE: SYMBOLS INDICATED ABOVE MAY NOT NECESSARILY APPEARAS PART OF THESE DRAWINGS IF NOT REQUIRED.

3 NO SCALEABBREVIATIONS 1 NO SCALE

SINGLE LINE DIAGRAM

LTE/UMTSEQUIPMENT

BAY

OPENEQUIPMENT

BAYLEGEND:AI = AUTOMATIC INTERLOCKRU = RELAY: MONITOR UTILITY POWERRG = RELAY: MONITOR GENERATOR POWER

DISTRIBUTION PANEL:120/240V, 1Ø, 200A, AUTOMATIC INTERLOCK,42 POSITION LOAD CENTER, 20A GFCI, AC SURGEARRESTOR WITH ALARMS, SEE PANEL SCHEDULEFOR BREAKERS & LOADS

RELAY ALARM CABLES FROM DISTRIBUTIONPANEL TO TELCO BOX, 3/4"C.

SURGE ARRESTER

MASTER GROUND BAR

2"C. TYPICAL WITH(3) 4 PAIR CAT 5 STP FOR

TELCO SERVICE (1) 26CONDUCTOR EXTERNAL

ALARM CABLE

GEN INTERFACE PANEL:CAM-LOCK ICGC-1P-CBL

200A WITH CABLES

ELECTRICAL & GROUNDING NOTES:

1. ALL CONDUITS SHALL BE RGS UNLESSNOTED OTHERWISE.

2. ALL CONDUCTORS SHALL BE COPPER,THWN OR THHN INSULATION UNLESSNOTED OTHERWISE.

3. CONTRACTOR SHALL PROVIDE ACOMPLETE & APPROVED GROUNDSYSTEM INCLUDING ELECTRODES,ELECTRODE CONDUCTOR, BONDINGCONDUCTORS, & EQUIPMENTCONDUCTORS AS REQUIRED BY ARTICLE250 OF THE NATIONAL ELECTRICAL CODE(NEC).

5. CONDUITS CONNECTED TO EQUIPMENT& DEVICES SHALL BE METALLICALLYJOINED TOGETHER TO PROVIDEEFFECTIVE ELECTRICAL CONTINUITY.

6. FEEDERS & BRANCH CIRCUIT WIRINGINSTALLED IN A NONMETALLIC CONDUITSHALL INCLUDE A CODE SIZED GROUNDCONDUCTOR HAVING GREENINSULATION. GROUND CONDUCTORSHALL BE PROPERLY CONNECTED ATBOTH ENDS TO MAINTAIN ELECTRICALCONTINUITY.

7. ALL GROUND CONDUCTORS SHALL BESOLID TINNED COPPER & ANNEALED #2AWG UNLESS NOTED OTHERWISE.

POWER &BATTERY

EQUIPMENTBAY

TELEPHONEBACKBOARD

RRUQTY.

VARIES

TELCOSERVICE UTILITY POWER

120/240V, 1Ø, 3W

(2) #4/0 AL & (1) #1/0 AL NEUTRAL, 3"C.

METER MAIN:120/240V, 1Ø, 3W, 200A MAINDISCONNECT, NEMA 3R ENCLOSURE, METERSOCKET, TEST BLOCK & BYPASS PER UTILITYREQUIREMENTS

#2 GND, 1/2"C.(2) 5/8"Ø X 8'-0" LONG COPPER-CLADGROUND ROD(S) AT METER MAIN WITHINSPECTION WELL

(3) #3/0, (1) #2 GND, 2"C.

#2 GROUND TO SITE GROUND RING

(3) #3/0, (1) #2 GND, 2"C.

120/240V, 1Ø, 30KWSTANDBY GENERATOR

#2 TINNED BCW GROUNDGENERATOR CHASSIS TOSITE GROUND RING

(4)#12, (2)#12 GND, 3/4"C.

#2 GROUND TO SITE GROUND RING

(3) #3/0, (1) #2 GND, 2"C.

(3) #8 & (1) #10 GND, 1"C.

NEMA 3R TELCO PULLBOX AT SHELTEREXTERIOR

2"C. THRU-WALL PENETRATION

48VDC AS REQ'D

48VDC AS REQ'D

48VDC AS REQ'DSEE PLANS FOR #

#2 GROUND TO SITE GROUND RING,TYPICAL

SITE GROUND RING, SEE GROUNDINGPLAN

(2)#2 GROUND ELECTRODES TO SITEGROUND RING

#2 SUPPLEMENTAL GROUNDCONDUCTOR TO MASTERGROUND BAR

2 NO SCALEPANEL SCHEDULE

PANEL DESIGNATION: ELECTRICAL PANEL

VOLTAGE: 120/240MAIN LUGS: N/A

CYCLE: 60MAIN BREAKER: 200 AMP

PHASE: 1MAIN BREAKER A.I.C RATING: 22,000 A.I.C

WIRES: 3 MAIN COPPER BUS: 200 AMP NEUTRAL: 200 AMPSBRANCH BREAKER A.I.C RATING: 10,000 A.I.C

BRANCH BREAKER TYPE: SQUARE D - BOLT ON

DESCRIPTION

13579111315171921232527

3129

333537

4139

6.30SUBTOTALCONTINUOUS

SUBTOTALNON-CONTINUOUS

SUBTOTALSUB-PANEL

-

- -

-

LOAD

UNITKVAQ

TY.

LOAD PERPHASE (VA)

PHASE

A B

WIR

E C

OLO

R

LOA

DS

CO

NTIN

UOUS

LOA

DS

NO

N-C

ON

TINUO

US

LOA

DS

SUB-

PAN

EL

GRO

UND

ING

WIR

ESI

ZE

TRIP

XBLKREDBLKREDBLKREDBLKREDBLKREDBLKREDBLKREDBLKREDBLKREDBLK

WIR

E SI

ZE

8 (10) 40

TRIP

GRO

UND

ING

WIR

ESI

ZE

WIR

E SI

ZE

LOA

DS

SUB-

PAN

EL

LOA

DS

NO

N-C

ON

TINUO

US

LOA

DS

CO

NTIN

UOUS

WIR

E C

OLO

R

LOAD PERPHASE(VA)

PHASE

A B

UNITKVA Q

TY.

DESCRIPTION

LOAD

BLKREDBLKREDBLKREDBLKREDBLKREDBLKREDBLKREDBLKREDBLKREDBLKREDBLK

X(10) 1220

SUBTOTALCONTINUOUS

SUBTOTALNON-CONTINUOUS

SUBTOTALSUB-PANEL

0.010

0.000

.410

- -

00

0.1500.400

0

0.1500.200

1

12

SURGE ARRESTOR

WORK LIGHTS

IRRIGATION CONTROLLERBLOCK HEATER

TOTAL KVACONTINUOUS x 1.25

TOTAL KVANON-CONTINUOUS

TOTAL KVASUB-PANELTOTAL KVA

TOTAL AMPS

2468

1012141618202224262830323436384042

29.28

0.150

29.43122.62

-

4.2002.100

SPACESPACESPACESPACESPACESPACESPACESPACESPACESPACESPACESPACESPACE

GFCI RECEPTACLES

SPACE

BATTERY CHARGERSPACESPACESPACESPACESPACESPACESPACESPACESPACESPACESPACESPACESPACESPACE

0 10X20

201212

(10)(10) X

0.150

11

0.010.01

2020

12(10)

12(10)XX

0.0100.010SPACE

PURCELL FLX12WS

SPACESPACE

22.100

6.30

EMERSON NETSURE 512CABINET W/ EMERSONNETXTEND -48VDC #1

BLKRED

4.20012.100

2.100X 8 (10) 40 X(10) -60

NOTES:1. ALL WIRE TO BE #12 THHN/THWN UNLESS NOTED OTHERWISE.

COLOR CODE:· AØ = BLACK· BØ = RED·NEUTRAL = WHITE· GROUND = GREEN

2. ALL WORK TO CONFORM TO N.E.C. LATEST STATE ADOPTED EDITION.3. LABEL SERVICE DISCONNECT WITH A RED TAG.4. SWITCH LEG CONDUCTORS SHALL BE THE SAME COLOR AS CIRCUIT

CONDUCTORS.5. PULL WIRES TO END OF FLEXIBLE NONMETALLIC CONDUIT. COIL 3'-0"

AT END OF FLEXIBLE NONMETALLIC CONDUIT & TAG.6. PULL ONE GROUND CONDUCTOR PER FLEXIBLE NONMETALLIC

CONDUIT. FOR ALL OTHER CIRCUITS PULL A SEPARATE CONDUCTOR.7. ALL GFCI RECEPTACLES TO HAVE A DEDICATED GROUND WIRE.8. EQUIPMENT TERMINATION LUGS AND CONDUCTORS ARE RATED AT A

MINIMUM OF 75°C.

KEY:

= PHOTOCELL= MOTION DETECTOR

PCM-#

= CONDUIT GROUND= NON-DEDICATED GROUND= DEDICATED GROUND(#)

= ISOLATED GROUND<#>

SINGLE LINEDIAGRAM &

PANEL SCHEDULE

E-3

PREPARED FOR

REV DESCRIPTIONDATE

SHEET TITLE:

SHEET NUMBER:

CHECKED BY:

DRAWN BY:

PROJECT NO:



DOCUMENT.

Vendor:

Licensee:

Architect:

AT&T SITE NO:

162.2756

CVL02152


10/02/20 90% ZD


Issued For:

CVL02152SLAYBACK

RANCH



TLS

SV

site number: cvl02152

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