SITE NUMBER: CCL02454

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: POINT REYES LIFEBOAT STN

SITE NUMBER: CCL02454

SITE ADDRESS: SIR FRANCES DRAKE BLVD.INVERNESS, CA. 94937

A.P.N. NUMBER: 109-270-08

CURRENT ZONING: C-ARP-60 (COASTAL AGRICULTURAL/RESIDENTIAL/PLANNED DEVELOPMENT 60 ACRES)

JURISDICTION: COUNTY OF MARIN

LATITUDE: N 37°59'44.62" (NAD83)

LONGITUDE: W 123°00'12.84" (NAD83)

ELEVATION: 551.5' A.M.S.L.

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

OCCUPANCY AND CONSTRUCTION TYPE

1. HEAD NORTHEAST TOWARD SUNSET DR.2. TURN RIGHT.3. TURN RIGHT TOWARD SUNSET DR.4. TURN LEFT TOWARD SUNSET DR.5. CONTINUE ONTO SUNSET DR.6. TURN SLIGHTLY RIGHT TOWARD BOLLINGER CANYON RD.7. TURN RIGHT ONTO BOLLINGER CANYON RD.8. MERGE ONTO I-680 N VIA THE RAMP TO SACRAMENTO.9. TAKE EXIT 46A FOR STATE ROUTE 24 TOWARD OAKLAND/LAFAYETTE.10. CONTINUE ONTO CA-24 W.11. TAKE EXIT 2B FOR INTERSTATE 580 W.12. MERGE ONTO I-580 W.13. MERGE ONTO I-580 W/I-80 E TOWARD BERKELEY/SACRAMENTO.14. KEEP LEFT TO STAY ON I-580 W/I-80 E.15. TAKE EXIT 13B FOR I-580 TOWARD SAN RAFAEL/POINT RICHMOND.16. CONTINUE ONTO I-580 W.17. MERGE ONTO US-101 N.18. TAKE EXIT 456 FOR LUCAS VALLEY RD.19. TURN LEFT ONTO LUCAS VALLEY RD.20. TURN RIGHT ONTO NICASIO VALLEY RD.21. SLIGHT LEFT TO STAY ON NICASIO VALLEY RD.22. TURN LEFT ONTO PT. REYES - PETALUMA RD.23. TURN RIGHT TO STAY ON PT. REYES - PETALUMA RD.24. TURN LEFT ONTO CA-1 S.25. TURN RIGHT ONTO SIR FRANCIS DRAKE BLVD.26. TURN LEFT TO STAY ON SIR FRANCIS DRAKE BLVD.27. DESTINATION WILL BE ON THE LEFT.

AT&T:

VICINITY MAP

REVPROPERTY OWNER:PACIFIC TELEPHONE AND TELEGRAPH

1. T-1 TITLE SHEET #2. GN-1 GENERAL NOTES, ABBREVIATIONS, & NOTES #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 EXISTING / DEMOLITION PLAN #7. A-2.2 EQUIPMENT LAYOUT PLAN #8. A-3.1 ANTENNA LAYOUT PLANS #9. A-3.2 ANTENNA DETAILS #10. A-3.3 RRH DETAILS #11. A-4.1 PROPOSED ELEVATION #12. A-4.2 PROPOSED ELEVATION #13. A-4.3 PROPOSED ELEVATION #14. A-4.4 PROPOSED ELEVATION #

NEW SITE BUILD UNMANNED TELECOMMUNICATIONS FACILITY.

1. BRING POWER / TELCO / FIBER TO SITE LOCATION

2. INSTALL AT&T APPROVED INDOOR EQUIPMENT RACKSAND ASSOCIATED INTERIOR EQUIPMENT

3. PROPOSED AT&T MONOPOLE WITH ANTENNAS & ASSOCIATEDTOWER-MOUNTED EQUIPMENT.

4. INSTALL AT&T GENERATOR W/ FUEL TANK

APPLICANT / LESSEE:AT&T2600 CAMINO RAMON, 4W850 NSAN RAMON, CA 94583

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

FA CODE: 12882118

USID: 263689

PROJECT SITE

SIR F

RANC

IS D

RAKE

BLV

D.

CHIMNEY ROCK RD.

RF ENGINEER:AT&T5001 EXECUTIVE PKWY,SAN RAMON, CA 94583CONTACT: STEPHEN NELSONEMAIL: [email protected]: (925) 395-3690

SITE ACQUISITION:COMPLETE WIRELESS CONSULTING, INC.2009 V STREETSACRAMENTO, CA 95818CONTACT: KASSIE YDEEMAIL: [email protected]: (916) 217-2309

HANDICAP REQUIREMENTS

SITE TYPE: INDOOR EQUIPMENT RACKS /

MONOPOLE

OCCUPANCY : U (UNMANNED TELECOMMUNICATIONS FACILITY)

CONSTRUCTION TYPE: V-B

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

FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION, ACCESSIBILITYACCESS AND REQUIREMENTS ARE NOT REQUIRED IN ACCORDANCE WITH THE2019 CBC 11B-203.5, AND 11B-202.4 EXCEPTION 7.

SITE ACQUISITION:COMPLETE WIRELESS CONSULTING, INC.2009 V STREETSACRAMENTO, CA 95818CONTACT: KASSIE YDEEMAIL: [email protected]: (916) 217-2309CONSTRUCTION MANGER:

BECHTEL5000 EXECUTIVE PARKWAY,BISHOP RANCH 8, STE 350SAN RAMON, CA 94583CONTACT: SEAN WATSONEMAIL: [email protected]: (925) 594-9070

SITE NUMBER: CCL02454

SITE NAME: POINT REYES LIFEBOAT STN

SIR FRANCES DRAKE BLVD.

INVERNESS, CA. 94937

JURISDICTION: COUNTY OF MARIN

APN: 109-270-08

TITLE SHEET

T-1

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:

162.2528

CCL02454

1520 River Park DriveSacramento, California 95815

07/09/19 90% ZD

2600 Camino RamonSan Ramon, California 94583

Issued For:

CCL02454POINT REYESLIFEBOAT STN

SIR FRANCIS DRAKE BLVD.INVERNESS, CA. 94937

MWS

TST

08/07/19 100% ZD01/17/20 100% ZD REV 106/19/20 100% ZD REV 2

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-G, 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

GENERAL NOTES

GN-1

PREPARED FOR

REV DESCRIPTIONDATE

SHEET TITLE:

SHEET NUMBER:

CHECKED BY:

DRAWN BY:

PROJECT NO:



DOCUMENT.

Vendor:

Licensee:

Architect:

AT&T SITE NO:

162.2528

CCL02454


07/09/19 90% ZD


Issued For:



MWS

TST

08/07/19 100% ZD01/17/20 100% ZD REV 106/19/20 100% ZD REV 2

SIR FRANCES DRAKE BLVD.

APN: 109-270-08

ENLARGED SITEPLAN

1A-1.2

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

PROPOSED AT&T FIRE TURNAROUND

EXISTING ELECTRICAL POLE WITHTRANSFORMER, PROPOSED AT&T POWER P.O.F.

EXISTING OVERHEAD UTILITY LINES

EXISTING JOINT UTILITY POLE,PROPOSED AT&T TELCO P.O.F.

PROPOSED AT&T 6'-0" WIDENON-EXCLUSIVE ACCESS AND

UTILITY EASEMENT

EXISTING DIRT ROAD, PROPOSED AT&T 20'-0"WIDE ALL-WEATHER GRAVEL ACCESS ROAD

PROPERTY LINE

EXISTING EDGE OF PAVEMENT

NOTE: THE PROPOSED AT&T LEASE AREAS AND GRAVELACCESS ROAD GRADING PLANS TO BE PROVIDED BY ALICENSED CIVIL ENGINEER. FINAL ROUTE OF THE ACCESSROAD TO BE DETERMINED BY CIVIL ENGINEER. FINALACCESS ROUTE WILL DETERMINE WHAT EXISTING TREES OROTHER LANDSCAPING TO BE REMOVED OR REPLACED.

PROPOSED AT&T UNDERGROUND POWER(CONDUIT LENGTH = ±365'-0")

PROPOSED AT&T UNDERGROUND TELCO(CONDUIT LENGTH = ±305'-0")

1 1"=20'OVERALL SITE PLAN

NORTH

PL

AN

N

OR

TH

1" = 20.0'

5'0' 50'25'

EXISTING GUY WIRES

EXISTING GUYED WOOD

89'-4"96'-2

"

116'-

6"

116'-10"

EXISTING WOOD GUY WIRE POST


EXISTING WOOD GUY WIRE POST TO BEREMOVED

OVERALL SITEPLAN

A-1.1

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

PREPARED FOR

REV DESCRIPTIONDATE

SHEET TITLE:

SHEET NUMBER:

CHECKED BY:

DRAWN BY:

PROJECT NO:



DOCUMENT.

Vendor:

Licensee:

Architect:

AT&T SITE NO:

162.2528

CCL02454


07/09/19 90% ZD


Issued For:



MWS

TST

08/07/19 100% ZD01/17/20 100% ZD REV 106/19/20 100% ZD REV 2

1 1/4" = 1'-0"ENLARGED SITE PLAN

NORTH

PL

AN

N

OR

TH

1/4" = 1'-0"

1'0' 10'5'

ANTENNA LAYOUT PLAN1

A-3.1

PROPOSED AT&T MONOPOLE

PROPOSED AT&T CABLE PROTECTIONCOVER AT BASE OF NEW MONOPOLE

EXISTING GUYED WOOD POLE TO BEREMOVED

EXISTING / DEMOLITION PLAN1

A-2.1

EQUIPMENT LAYOUT PLAN1

A-2.2

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

PROPOSED AT&T UNDERGROUND HYBRIDCONDUITS

PROPOSED AT&T UNDERGROUND POWER(CONDUIT LENGTH = ±365'-0")

PROPOSED AT&T UNDERGROUND TELCO(CONDUIT LENGTH = ±305'-0")

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

PROPOSED AT&T 20'-0" WIDE ALL-WEATHERGRAVEL ACCESS ROAD

PROPOSED AT&T KNOX BOXMOUNTED ON EXISTING FENCE

EXISTING ACCESS GATE,PROPOSED AT&T ACCESS

EXISTING GUY WIRE TO BE REMOVED

EXISTING CHAIN LINK FENCE AROUNDEXISTING COMPOUND

EXISTING GUY WIRE TO BE REMOVED


EXISTING GUY WIRE

ENLARGED SITEPLAN

A-1.2

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.

PREPARED FOR

REV DESCRIPTIONDATE

SHEET TITLE:

SHEET NUMBER:

CHECKED BY:

DRAWN BY:

PROJECT NO:



DOCUMENT.

Vendor:

Licensee:

Architect:

AT&T SITE NO:

162.2528

CCL02454


07/09/19 90% ZD


Issued For:



MWS

TST

08/07/19 100% ZD01/17/20 100% ZD REV 106/19/20 100% ZD REV 2

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

NORTH

PL

AN

N

OR

TH

1/4" = 1'-0"

1'0' 10'5'

23'-4" EXISTING SHELTER

8"19

'-5" I

NTE

RIO

R O

F EX

ISTIN

G S

HELT

ER±1

1"

8" 8"9'-5" INTERIOR OF EXISTING SHELTER 8" 11'-11" INTERIOR OF EXISTING GENERATOR ROOM

±11"

8"8'

-4" I

NTE

RIO

R O

F EX

ISTIN

G G

ENER

ATO

R RO

OM

8"10

'-5" I

NTE

RIO

R O

F EX

ISTIN

G S

HELT

ER

EXISTING EQUIPMENT

EXISTING SERVICE METER TO BE REMOVED

EXISTING EQUIPMENT RACK

EXISTING CABLE TRAY

EXISTING EQUIPMENTTO BE REMOVED

EXISTING GENERATOR TO BE REMOVED

EXISTING EQUIPMENT TO BEREMOVED

EXISTING DOOR

EXISTING CONCRETE PATIO W/WOOD FRAMED COVER

EXISTING EQUIPMENT SHELTER

EXISTING EQUIPMENTTO BE REMOVED

EXISTING EQUIPMENTRACK

EXISTING ELECTRICAL PANEL TO BEUPGRADED

EXISTING DOOR

EXISTING EQUIPMENT TO BE REMOVED

EXISTING EXHAUST FAN

8" 8"22'-0" INTERIOR OF EXISTING SHELTER

21'-0

" EXI

STIN

G S

HELT

ER

EXISTING /DEMOLITION

PLAN

A-2.1

PREPARED FOR

REV DESCRIPTIONDATE

SHEET TITLE:

SHEET NUMBER:

CHECKED BY:

DRAWN BY:

PROJECT NO:



DOCUMENT.

Vendor:

Licensee:

Architect:

AT&T SITE NO:

162.2528

CCL02454


07/09/19 90% ZD


Issued For:



MWS

TST

08/07/19 100% ZD01/17/20 100% ZD REV 106/19/20 100% ZD REV 2

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

NORTH

PL

AN

N

OR

TH

1/4" = 1'-0"

1'0' 10'5'

23'-4" PROPOSED AT&T LEASE AREA


5'-0" 5'-6" UNISTRUT H-FRAME 11'-6"

21'-0

" PRO

POSE

D A

T&T

LEA

SE A

REA

8"19

'-5" I

NTE

RIO

R O

F EX

ISTIN

G S

HELT

ER

14'-5

"

±11"

4'-0

"UN

ISTR

UT H

-FRA

ME

1'-0

"

23'-4" PROPOSED AT&T LEASE AREA


3"

8" 11'-11" INTERIOR OF EXISTING GENERATOR ROOM

7'-9" GENERATOR3'-11"

21'-0

" PRO

POSE

D A

T&T

LEA

SE A

REA

11"

8"8'

-4" I

NTE

RIO

R O

F EX

ISTIN

G G

ENER

ATO

R RO

OM

8"10

'-5" I

NTE

RIO

R O

F EX

ISTIN

G S

HELT

ER

PROPOSED AT&T 400A MULTI-METER ONEXISTING EXTERIOR WALL

PROPOSED AT&T 200A SERVICE METER ONNEW MULTI-METER

PROPOSED AT&T 24"x24"x8" HOFFMANTELCO BOX WITH CIENA BOX ABOVEMOUNTED ON A UNISTRUT H-FRAME

EXISTING CABLE TRAY TO BERE-USED BY AT&T

PROPOSED AT&T POWER PLANT

PROPOSED AT&T TELCO RACK

PROPOSED AT&T UMTS/LTERACK

(3) PROPOSED AT&T SURGE PROTECTORSMOUNTED ON A UNISTRUT H-FRAME

(VERTICALLY STACKED)

(4) PROPOSED AT&T 6"Ø CONDUITSTUB-UPS AT SURGE PROTECTORS

PROPOSED AT&T CAM-LOK GENERATORINTERFACE MOUNTED ON UNISTRUT

PROPOSED AT&T 30KW DIESEL GENERATORWITH A 190 GALLON FUEL TANK

EXISTING DOOR, PROPOSEDAT&T ACCESS DOOR

EXISTING DOOR, PROPOSEDAT&T ACCESS DOOR

PROPOSED AT&T PORTABLE FIRE EXTINGUISHER ONUTILITY H-FRAME. INSTALL IN WEATHERPROOFCABINET & LABEL. THE EXTINGUISHER SHALL BE RATED4A:80B:C OR AS REQUIRED BY LOCAL FIRE AUTHORITY

EXISTING CONCRETE PATIO W/WOOD FRAMED COVER


PROPOSED AT&T ELECTRICALINTERSECT CABINET MOUNTEDON A UNISTRUT H-FRAME

PROPOSED AT&T UNISTRUT H-FRAME ONEXISTING INTERIOR WALL (TYP.)

EXISTING ELECTRICALPANEL TO BE UPGRADED

EXISTING EQUIPMENT RACKS

EXISTING EQUIPMENT

EQUIPMENTLAYOUT PLAN

A-2.2

PREPARED FOR

REV DESCRIPTIONDATE

SHEET TITLE:

SHEET NUMBER:

CHECKED BY:

DRAWN BY:

PROJECT NO:



DOCUMENT.

Vendor:

Licensee:

Architect:

AT&T SITE NO:

162.2528

CCL02454


07/09/19 90% ZD


Issued For:



MWS

TST

08/07/19 100% ZD01/17/20 100% ZD REV 106/19/20 100% ZD REV 2

NO SCALERF SCHEDULE3

1/2" = 1'-0" ANTENNA LAYOUT PLAN AT 50.0' A.G.L.1

5' 10'1'

1/2" = 1'-0"

0'

SECTOR CAZIMUTH 120°

NORTH

PL

AN

N

OR

TH

SEC

TOR

AA

ZIM

UTH

0°

SECTORALPHA

BETA

GAMMA

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

RF SCHEDULE

± 42'-0"

TMA

0°

240°

A1

A2

A3

B1

B2

B3

C1

C2

C3

± 75'-0" (2)

(1)

(1)

120°

CCI - OPA45R-BU5C -

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

LDF4

LDF4

LDF4

LDF4

LDF4

LDF4

LDF4

LDF4

LDF4

RF DATA SHEET v1.00 DATED 05/30/2019 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/B66

(1) 4478 B14

(1) 4415 B30

(2)

(1)

(1)

(2)

(1)

(1)

(1) 4449 B5/B12 / (1) 8843 B2/B66

(1) 4478 B14

(1) 4415 B30

(1) 4449 B5/B12 / (1) 8843 B2/B66

(1) 4478 B14

(1) 4415 B30

± 75'-0"

± 75'-0"

± 75'-0"

± 75'-0"

± 75'-0"

± 75'-0"

± 75'-0"

± 75'-0"

0°

0°

240°

240°

120°

120°

CCI - OPA45R-BU5C

CCI - OPA45R-BU5C

CCI - OPA45R-BU5C

CCI - OPA45R-BU5C

CCI - OPA45R-BU5C

CCI - OPA45R-BU5C

CCI - OPA45R-BU5C

CCI - OPA45R-BU5C

± 50'-0"

± 50'-0"

± 50'-0"

± 50'-0"

± 50'-0"

± 50'-0"

SECTOR B

AZIMUTH 240°

DELTA

D1

D2

D3

-

-

-

-

-

-

LDF4

LDF4

LDF4

(2)

(1)

(1)

(1) 4449 B5/B12 / (1) 8843 B2/B66

(1) 4478 B14

(1) 4415 B30

± 75'-0"

± 75'-0"

± 75'-0"

CCI - OPA45R-BU5C

CCI - OPA45R-BU5C

CCI - OPA45R-BU5C

± 50'-0"

± 50'-0"

± 50'-0"

60°

60°

60°

SECTOR D

AZIMUTH 60°

± 42'-0"

± 42'-0"

1/2" = 1'-0" ANTENNA LAYOUT PLAN AT 42.0' A.G.L.2

5' 10'1'

1/2" = 1'-0"

0'NORTH

PL

AN

N

OR

TH

3'-0" TYP.3'-0" TYP.

7'-0" TYP.

6"6"

3'-0" TYP.

3'-0" TYP.

7'-0" TYP.6"

6"

(4) PROPOSED AT&T SURGESUPPRESSORS, (1) PERSECTOR

2A-3.2

(16) PROPOSED AT&T RRUS,(4) RRUS PER SECTOR

SHEETA-3.3

(12) PROPOSED AT&TANTENNAS, (3) PER SECTOR

1A-3.2PROPOSED AT&T

TRI-COLLARMOUNT

PROPOSED AT&TMONOPOLE

(4) PROPOSED AT&T HEAVYDUTY ANTENNA SECTORFRAMES, (1) PER SECTOR

(4) PROPOSED AT&T SURGESUPPRESSORS, (1) PER

SECTOR

2A-3.2

(16) PROPOSED AT&T RRUS,(4) RRUS PER SECTOR

SHEETA-3.3

(12) PROPOSED AT&TANTENNAS, (3) PER SECTOR

1A-3.2

(4) PROPOSED AT&T HEAVYDUTY ANTENNA SECTORFRAMES, (1) PER SECTOR

FUTURE AT&T MICROWAVEDISH (SIZE, AZIMUTH, AND

LOCATION TO BE DETERMINED

PROPOSED AT&TTRI-COLLAR MOUNT

PROPOSED AT&TMONOPOLE

4A-3.2

3A-3.2

3A-3.2

4A-3.210'-0" PROPOSED AT&T LEASE AREA

10'-0

" PRO

POSE

D AT

&T LE

ASE

AREA

5'-0"

EXISTING GUYED WOODPOLE TO BE REMOVED

ANTENNALAYOUT PLANS

A-3.1

PREPARED FOR

REV DESCRIPTIONDATE

SHEET TITLE:

SHEET NUMBER:

CHECKED BY:

DRAWN BY:

PROJECT NO:



DOCUMENT.

Vendor:

Licensee:

Architect:

AT&T SITE NO:

162.2528

CCL02454


07/09/19 90% ZD


Issued For:



MWS

TST

08/07/19 100% ZD01/17/20 100% ZD REV 106/19/20 100% ZD REV 2

2-1/4" STANDARDGALVINIZED PIPE MOUNT

11"

11"

9"2'

-3"

GROUND TO ANTENNA GROUNDBAR OR BUILDING STEEL

SURGE SUPPRESSION SYSTEMFOR USE AT ANTENNA SECTORSCLOSER THAN 18 FEET APART

MFR STANDARD CLIPS

2-1/4" STANDARDGALVINIZED PIPE MOUNT

MFR STANDARD PIPEMOUNT HARDWARE

RAYCAP DC6-48-60-18-8F & DC6-48-60-0-8F SURGE SUPPRESSION SOLUTION

COLOR: BLACK/SILVER

DIMENSIONS: 11" DIA X 27" TALL W/ 9" BASE

WEIGHT: +/- 50 LBS. (INCLUDING MOUNTING HARDWARE)

SURGE SUPPRESSION SYSTEMFOR USE AT ANTENNA SECTORSCLOSER THAN 18 FEET APART

COAX LINES TO ANTENNAS

MFR STANDARDPIPE MONTHARDWARE

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

VFA10-HDSECTOR FRAME

GALV. STL. MOUNTINGPIPES. LENGTH ASREQUIRED

NO SCALESITEPRO SECTOR FRAME VFA10-HD4

55"

==

8.5"29.1"

ANTENNASUPPORT PIPE

MECHANICALDOWNTILT

BRACKET

ANTENNAWEIGHTDIMENSIONS

CCI (OPA45R-BU5C)64.6 LBS55.0" (H) x 29.1" (W) x 8.5" (D)=

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

FRONT SIDE PERSPECTIVE

EQUIPMENT SUBJECT TO CHANGE

3 3/4" = 1'-0"PROPOSED MONOPOLE SECTOR FRAME ATTACHMENT

==

MODEL NO.WEIGHTPOLE DIA.

SITEPRO1 (MSFAA)788.53 LBS12" - 45"=

RING MOUNTWELDMENT

4-1/2"x72" SCH. 40GALV. STL PIPE

ANTENNADETAILS

A-3.2

PREPARED FOR

REV DESCRIPTIONDATE

SHEET TITLE:

SHEET NUMBER:

CHECKED BY:

DRAWN BY:

PROJECT NO:



DOCUMENT.

Vendor:

Licensee:

Architect:

AT&T SITE NO:

162.2528

CCL02454


07/09/19 90% ZD


Issued For:



MWS

TST

08/07/19 100% ZD01/17/20 100% ZD REV 106/19/20 100% ZD REV 2

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

SHEET TITLE:

SHEET NUMBER:

CHECKED BY:

DRAWN BY:

PROJECT NO:



DOCUMENT.

Vendor:

Licensee:

Architect:

AT&T SITE NO:

162.2528

CCL02454


07/09/19 90% ZD


Issued For:



MWS

TST

08/07/19 100% ZD01/17/20 100% ZD REV 106/19/20 100% ZD REV 2

EXISTING GRADE0.0' A.G.L. (551.5' A.M.S.L.)

TOP OF PROPOSED MONOPOLE54.0' A.G.L.

CENTERLINE OF PROPOSED ANTENNAS50.0' A.G.L.

1 1/4" = 1'-0"NORTHEAST ELEVATION


PROPOSED AT&T ANTENNAS W/ASSOCIATED TOWER-MOUNTEDEQUIPMENT

EXISTING CHAIN LINK FENCE AROUNDEXISTING COMPOUND BEYOND



PROPOSED AT&T 400A MULTI-METERON EXISTING EXTERIOR WALL

PROPOSED AT&T CABLEPROTECTION COVER

EXISTING GUYED WOOD POLE TOBE REMOVED

PROPOSEDELEVATION

A-4.1

PREPARED FOR

REV DESCRIPTIONDATE

SHEET TITLE:

SHEET NUMBER:

CHECKED BY:

DRAWN BY:

PROJECT NO:



DOCUMENT.

Vendor:

Licensee:

Architect:

AT&T SITE NO:

162.2528

CCL02454


07/09/19 90% ZD


Issued For:



MWS

TST

08/07/19 100% ZD01/17/20 100% ZD REV 106/19/20 100% ZD REV 2




1 1/4" = 1'-0"SOUTHEAST ELEVATION


PROPOSED AT&T ANTENNAS W/ ASSOCIATEDTOWER-MOUNTED EQUIPMENT





PROPOSEDELEVATION

A-4.2

PREPARED FOR

REV DESCRIPTIONDATE

SHEET TITLE:

SHEET NUMBER:

CHECKED BY:

DRAWN BY:

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DOCUMENT.

Vendor:

Licensee:

Architect:

AT&T SITE NO:

162.2528

CCL02454


07/09/19 90% ZD


Issued For:



MWS

TST

08/07/19 100% ZD01/17/20 100% ZD REV 106/19/20 100% ZD REV 2




1 1/4" = 1'-0"SOUTHWEST ELEVATION


FUTURE AT&T MICROWAVE DISH(SIZE, AZIMUTH, AND LOCATION

TO BE DETERMINED

PROPOSED AT&T ANTENNAS W/ASSOCIATED TOWER-MOUNTED

EQUIPMENT




PROPOSED AT&T CABLEPROTECTION COVER

EXISTING GUYED WOOD POLE TOBE REMOVED

PROPOSEDELEVATION

A-4.3

PREPARED FOR

REV DESCRIPTIONDATE

SHEET TITLE:

SHEET NUMBER:

CHECKED BY:

DRAWN BY:

PROJECT NO:



DOCUMENT.

Vendor:

Licensee:

Architect:

AT&T SITE NO:

162.2528

CCL02454


07/09/19 90% ZD


Issued For:



MWS

TST

08/07/19 100% ZD01/17/20 100% ZD REV 106/19/20 100% ZD REV 2




1 1/4" = 1'-0"NORTHWEST ELEVATION


FUTURE AT&T MICROWAVE DISH (SIZE,AZIMUTH, AND LOCATION TO BE DETERMINED

PROPOSED AT&T ANTENNAS W/ ASSOCIATEDTOWER-MOUNTED EQUIPMENT



EXISTING EQUIPMENT SHELTERPROPOSED AT&T CABLEPROTECTION COVER


PROPOSEDELEVATION

A-4.4

PREPARED FOR

REV DESCRIPTIONDATE

SHEET TITLE:

SHEET NUMBER:

CHECKED BY:

DRAWN BY:

PROJECT NO:



DOCUMENT.

Vendor:

Licensee:

Architect:

AT&T SITE NO:

162.2528

CCL02454


07/09/19 90% ZD


Issued For:



MWS

TST

08/07/19 100% ZD01/17/20 100% ZD REV 106/19/20 100% ZD REV 2

Documents

SITE NUMBER: CCL02454