at&t site id: site number: cvl00431

14
05/21/18 100% ZD Submittal F.O.G. T-15515-9 B.K.W. CVL00431 A 02/15/18 90% ZD SUBMITTAL 5001 Executive Parkway San Ramon, California 94583 PREPARED FOR Plot Date:5/21/2018 4:25:28 PM File NameT:\2015\T-15515_Shore 2 Shore_AT&T NSB\CVL00431-9\CVL00431 Plymouth (Bell Rd)\Sheets\T-1 Title Sheet.dwg Plotted By:Susan Daniels REV DESCRIPTION DATE SHEET TITLE: SHEET NUMBER: CHECKED BY: DRAWN BY: PROJECT NO: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. Consultant: AT&T Site ID: Licensor: Issued For: AT&T SITE NO: 5550 Merrick Road, #302 Massapequa, NY 11758 Architect: 1478 STONE POINT DRIVE, SUITE 350 ROSEVILLE CA 95661 TEL FAX borgesarch.com 916 782 7200 916 773 3037 CVL00431 PLYMOUTH-BELL ROAD B 05/21/18 100% ZD SUBMITTAL 1. HEAD NORTHEAST ON BISHOP DR TOWARD SUNSET DR 2. TURN RIGHT ONTO SUNSET DR 3. USE THE RIGHT 2 LANES TO TURN RIGHT ONTO BOLLINGER CANYON RD 4. USE THE RIGHT LANE TO MERGE ONTO I-680 S VIA THE RAMP TO SAN JOSE 5. MERGE ONTO I-680 S 6. USE THE RIGHT 2 LANES TO TAKE EXIT 30A TO MERGE ONTO I-580 E TOWARD STOCKTON 7. KEEP LEFT TO STAY ON I-580 E 8. KEEP LEFT TO CONTINUE ON I-205 E, FOLLOW SIGNS FOR INTERSTATE 205/TRACY/STOCKTON 9. MERGE ONTO I-5 N 10. USE THE RIGHT LANE TO TAKE THE CA-4 E EXIT TOWARD DOWNTOWN STOCKTON 11. KEEP LEFT AND MERGE ONTO CA-4 12. USE THE LEFT 2 LANES TO TAKE EXIT 68B TO MERGE ONTO CA-99 N TOWARD SACRAMENTO 13. TAKE EXIT 255 FOR CA-88 E/WATERLOO ROAD TOWARD JACKSON 14. TURN RIGHT ONTO CA-88 E (SIGNS FOR JACKSON/WATERLOO ROAD) 15. TURN LEFT TO STAY ON CA-88 E 16. TURN LEFT ONTO CA-124 N 17. TURN LEFT ONTO W MAIN ST 18. TURN RIGHT ONTO PRESTON AVE 19. TURN RIGHT ONTO CA-124 N 20. TURN RIGHT ONTO CA-16 E 21. CONTINUE ONTO CA-49 N 22. TURN RIGHT ONTO SHENANDOAH RD 23. TURN LEFT TO STAY ON SHENANDOAH RD 24. TURN LEFT ONTO BELL RD TITLE SHEET T-1 SHEET INDEX PROJECT INFORMATION TITLE SHEET T-1 APPROVALS APPROVED 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 DRAWINGS THESE DRAWINGS ARE FORMATTED TO BE FULL SIZE AT 24" x 36". CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOBSITE AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR MATERIAL ORDERS OR BE RESPONSIBLE FOR THE SAME. DIRECTIONS FROM AT&T Property Information: Site Name: PLYMOUTH-BELL ROAD Site Number: CVL00431 FA#: 13690314 Site Address: Bell Road PLYMOUTH, CA. 95669 A.P.N. Number: 014-120-001-000 Current Use: Proposed Use: TELECOMMUNICATIONS FACILITY Jurisdiction: AMADOR COUNTY Latitude: N 38 31' 46.16" (38.529489) Longitude: W 120 48' 48.47" (-120.813464) Ground Elevation: 1,621.0' DIRECTIONS FROM AT&T's OFFICE AT 5001 EXECUTIVE PARKWAY, SAN RAMON, CA DISABLED ACCESS REQUIREMENTS OCCUPANCY AND CONSTRUCTION TYPE OCCUPANCY : U (UNMANNED) CONSTRUCTION TYPE: V-B SITE NUMBER: CVL00431 ELEVATIONS A-4.1 A-4.2 AT&T: SITE SURVEY LS-1 ENLARGED ANTENNA PLAN & DETAILS A-3.1 SITE NAME: PLYMOUTH-BELL ROAD BELL ROAD PLYMOUTH, CA. 95669 JURISDICTION: AMADOR COUNTY VICINITY MAP SPECIAL INSPECTIONS REV 0 SITE TYPE: WATER TANK / WIC Property Owner: GLORIA ADKINS 16025 BUTTE MOUNTAIN ROAD JACKSON, CA 95642 Applicant / Lessee: AT&T MOBILITY 5001 EXECUTIVE PARKWAY, 4W550H SAN RAMON, CA 94583 contact: BRAD HEAD email: [email protected] cell: ---- Design Professional: BORGES ARCHITECTURAL GROUP, INC. 1478 STONE POINT DRIVE, SUITE 350 ROSEVILLE, CA 95661 contact: MATHEW DOUGHERTY email: [email protected] ph: (916) 782-7200 Property Developement: SHORE 2 SHORE WIRELESS INC. 3553 S. COLVIN DRIVE LOOMIS, CA 95650 contact: CARL JONES email: [email protected] cell: (916) 985-3480 Structural Engineer: NORM SCHEEL STRUCTURAL ENGINEER 5022 SUNRISE BLVD FAIR OAKS, CA 95628 contact: NORM SCHEEL email: [email protected] ph: (916) 536-9585 Construction Manager Vinculums 575 Lennon Ln #125 Walnut Creek, CA 94598 contact: CHRIS BYERS email: [email protected] office ph:(530) 575-2315 RF Engineer: NP&E-RAN DESIGN & RF ENGINEERING contact: STEPHEN NELSON email: [email protected] ph: (925) 395-3690 Power Agency: PG&E CORPORATION 1 MARKET STREET, SPEAR TOWER SAN FRANCISCO, CA 94105-1126 ph: (800) 743-5000 Telephone Agency: AT&T CALIFORNIA 525 MARKET STREET SAN FRANCISCO, CA 94105 ph: (800) 310-2355 OVERALL SITE PLAN A-1.1 ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION, ACCESSIBILITY ACCESS IS NOT REQUIRED, IN ACCORDANCE WITH CALIFORNIA BUILDING CODE, CODE OF REGULATIONS, TITLE 24, PART 2, VOLUME 1, CHAPTER 11B, DIVISION 2, SECTION 11B-203.5 ELEVATIONS ENLARGED EQUIPMENT A-2 SITE SIGNAGE GN-2 GENERAL NOTES, ABBREVIATIONS, & NOTES GN-1 0 BATTERY SPECIFICATIONS GN-3 0 CONSTRUCTION OF AN UNMANNED TELECOMMUNICATIONS FACILITY. 1. INSTALL POWER / TELCO / FIBER TO SITE LOCATION 2. INSTALL 80" x 80" WALK-IN CABINET(WIC) ON PIER FOUNDATION 3. INSTALL NEW GPS UNIT 4. INSTALL 36'-0" WATER TANK 5. INSTALL (4) ANTENNAS PER SECTOR, FOR A TOTAL OF (12) 6. INSTALL A TOTAL OF (21) RRH'S 7. INSTALL (4) SURGE SUPPRESSORS 8. INSTALL (3) FIBER TRUNK, (8) DC CABLES 9. INSTALL 6' HIGH WOOD FENCE WITH 12'-0" WIDE ACCESS GATE. 10. INSTALL 15kw DIESEL GENERATOR WITH 54 GALLON TANK ON (P) CONCRETE SLAB 11. INSTALL TURNOUT *NO GRADING REQUIRED A-5 O EMERGENCY BACKUP GENERATOR SPECS Search Ring: PLYMOUTH SITE O 1) 2016 CALIFORNIA ADMINISTRATIVE CODE, CHAPTER 10, PART 1, TITLE 24 CODE OF REGULATIONS 2) 2016 CALIFORNIA BUILDING CODE (CBC) WITH CALIFORNIA AMENDMENTS, BASED ON THE 2015 IBC (PART 2, VOL 1-2) 3) 2016 CALIFORNIA GREEN BUILDINGS STANDARDS CODE (CALGREEN) (PART 11) (AFFECTED ENERGY PROVISIONS ONLY 4) 2016 CALIFORNIA FIRE CODE (CFC), BASED ON THE 2015 IFC, WITH CALIFORNIA AMENDMENTS (PART 9) 5) 2016 CALIFORNIA MECHANICAL CODE (CMC), BASED ON THE 2015 UMC (PART 4) 6) 2016 CALIFORNIA PLUMBING CODE (CPC), BASED ON THE 2015 UPC (PART 5) 7) 2016 CALIFORNIA ELECTRICAL CODE (CEC) WITH CALIFORNIA AMENDMENTS, BASED ON THE 2015 NEC (PART 3) 8) 2016 CALIFORNIA ENERGY CODE (CEC) 9) ANSI / EIA-TIA-222-H 10) 2015 NFPA 101, LIFE SAFETY CODE 11) 2016 NFPA 72, NATIONAL FIRE ALARM CODE 12) 2016 NFPA 13, FIRE SPRINKLER CODE POWER SINGLE LINE DIAGRAM , PANEL SCHEDULE, & DETAILS E-2 ENLARGED SITE PLAN A-1.2 0 0 0 0 0 0 0 0 0 0 GENERATOR NOTES THE GENERATOR SHOWN ON THESE PLANS WILL BE COMPLICIT WITH ALL APPLICABLE STANDARDS OF THE 2016 CALIFORNIA FIRE CODE, SECTION 604 - EMERGENCY AND STANDBY POWER SYSTEMS. EQUIPMENT DETAILS A-3.2 0

Upload: others

Post on 24-Oct-2021

4 views

Category:

Documents


0 download

TRANSCRIPT

Page 1: AT&T Site ID: SITE NUMBER: CVL00431

05/21/18

100% ZD Submittal

F.O.G.

T-15515-9

B.K.W.

CVL00431

A02/15/18

90% ZD SUBMITTAL

5001 Executive Parkway

San Ramon, California 94583

PREPARED FOR

Plo

t D

ate

:5

/2

1/2

01

8 4

:2

5:2

8 P

M F

ile

N

am

eT

:\2

01

5\T

-1

55

15

_S

ho

re

2

S

ho

re

_A

T&

T N

SB

\C

VL

00

43

1-9

\C

VL

00

43

1 P

lym

ou

th

(B

ell R

d)\S

he

ets\T

-1

T

itle

S

he

et.d

wg

P

lo

tte

d B

y:S

usa

n D

an

ie

ls

REV DESCRIPTIONDATE

SHEET TITLE:

SHEET NUMBER:

CHECKED BY:

DRAWN BY:

PROJECT NO:

IT IS A VIOLATION OF LAW FOR ANY

PERSON, UNLESS THEY ARE ACTING

UNDER THE DIRECTION OF A LICENSED

PROFESSIONAL ENGINEER, TO ALTER

THIS DOCUMENT.

Consultant:

AT&T Site ID:

Licensor:

Issued For:

AT&T SITE NO:

5550 Merrick Road, #302

Massapequa, NY 11758

Architect:

1478 STONE POINT DRIVE, SUITE 350

ROSEVILLE CA 95661

TEL

FAX

borgesarch.com

916 782 7200

916 773 3037

CVL00431

PLYMOUTH-BELL

ROAD

B 05/21/18100% ZD SUBMITTAL

1. HEAD NORTHEAST ON BISHOP DR TOWARD SUNSET DR

2. TURN RIGHT ONTO SUNSET DR

3. USE THE RIGHT 2 LANES TO TURN RIGHT ONTO BOLLINGER CANYON RD

4. USE THE RIGHT LANE TO MERGE ONTO I-680 S VIA THE RAMP TO SAN JOSE

5. MERGE ONTO I-680 S

6. USE THE RIGHT 2 LANES TO TAKE EXIT 30A TO MERGE ONTO I-580 E TOWARD

STOCKTON

7. KEEP LEFT TO STAY ON I-580 E

8. KEEP LEFT TO CONTINUE ON I-205 E, FOLLOW SIGNS FOR INTERSTATE

205/TRACY/STOCKTON

9. MERGE ONTO I-5 N

10. USE THE RIGHT LANE TO TAKE THE CA-4 E EXIT TOWARD DOWNTOWN STOCKTON

11. KEEP LEFT AND MERGE ONTO CA-4

12. USE THE LEFT 2 LANES TO TAKE EXIT 68B TO MERGE ONTO CA-99 N TOWARD

SACRAMENTO

13. TAKE EXIT 255 FOR CA-88 E/WATERLOO ROAD TOWARD JACKSON

14. TURN RIGHT ONTO CA-88 E (SIGNS FOR JACKSON/WATERLOO ROAD)

15. TURN LEFT TO STAY ON CA-88 E

16. TURN LEFT ONTO CA-124 N

17. TURN LEFT ONTO W MAIN ST

18. TURN RIGHT ONTO PRESTON AVE

19. TURN RIGHT ONTO CA-124 N

20. TURN RIGHT ONTO CA-16 E

21. CONTINUE ONTO CA-49 N

22. TURN RIGHT ONTO SHENANDOAH RD

23. TURN LEFT TO STAY ON SHENANDOAH RD

24. TURN LEFT ONTO BELL RD

TITLE SHEET

T-1

SHEET INDEX

PROJECT INFORMATION

TITLE SHEETT-1

APPROVALS

APPROVED 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 DRAWINGS

THESE DRAWINGS ARE FORMATTED TO BE FULL SIZE AT 24" x 36".

CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND

CONDITIONS ON THE JOBSITE AND SHALL IMMEDIATELY NOTIFY THE

ARCHITECT/ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE

PROCEEDING WITH THE WORK OR MATERIAL ORDERS OR BE

RESPONSIBLE FOR THE SAME.

DIRECTIONS FROM AT&T

Property Information:

Site Name: PLYMOUTH-BELL ROAD

Site Number: CVL00431

FA#: 13690314

Site Address: Bell Road

PLYMOUTH, CA. 95669

A.P.N. Number: 014-120-001-000

Current Use:

Proposed Use: TELECOMMUNICATIONS FACILITY

Jurisdiction: AMADOR COUNTY

Latitude: N 38 31' 46.16" (38.529489)

Longitude: W 120 48' 48.47" (-120.813464)

Ground Elevation: 1,621.0'

DIRECTIONS FROM AT&T's OFFICE AT 5001 EXECUTIVE PARKWAY, SAN RAMON, CA

DISABLED ACCESS REQUIREMENTS

OCCUPANCY AND CONSTRUCTION TYPE

OCCUPANCY : U (UNMANNED)

CONSTRUCTION TYPE: V-B

SITE NUMBER: CVL00431

ELEVATIONSA-4.1

A-4.2

AT&T:

SITE SURVEY LS-1

ENLARGED ANTENNA PLAN & DETAILS A-3.1

SITE NAME: PLYMOUTH-BELL ROAD

BELL ROAD

PLYMOUTH, CA. 95669

JURISDICTION: AMADOR COUNTY

VICINITY MAP

SPECIAL INSPECTIONS

REV

0

SITE TYPE: WATER TANK / WIC

Property Owner:

GLORIA ADKINS

16025 BUTTE MOUNTAIN ROAD

JACKSON, CA 95642

Applicant / Lessee:

AT&T MOBILITY

5001 EXECUTIVE PARKWAY, 4W550H

SAN RAMON, CA 94583

contact: BRAD HEAD

email: [email protected]

cell: ----

Design Professional:

BORGES ARCHITECTURAL GROUP, INC.

1478 STONE POINT DRIVE, SUITE 350

ROSEVILLE, CA 95661

contact: MATHEW DOUGHERTY

email: [email protected]

ph: (916) 782-7200

Property Developement:

SHORE 2 SHORE WIRELESS INC.

3553 S. COLVIN DRIVE

LOOMIS, CA 95650

contact: CARL JONES

email: [email protected]

cell: (916) 985-3480

Structural Engineer:

NORM SCHEEL STRUCTURAL ENGINEER

5022 SUNRISE BLVD

FAIR OAKS, CA 95628

contact: NORM SCHEEL

email: [email protected]

ph: (916) 536-9585

Construction Manager

Vinculums

575 Lennon Ln #125

Walnut Creek, CA 94598

contact: CHRIS BYERS

email: [email protected]

office ph:(530) 575-2315

RF Engineer:

NP&E-RAN DESIGN & RF ENGINEERING

contact: STEPHEN NELSON

email: [email protected]

ph: (925) 395-3690

Power Agency:

PG&E CORPORATION

1 MARKET STREET, SPEAR TOWER

SAN FRANCISCO, CA 94105-1126

ph: (800) 743-5000

Telephone Agency:

AT&T CALIFORNIA

525 MARKET STREET

SAN FRANCISCO, CA 94105

ph: (800) 310-2355

OVERALL SITE PLANA-1.1

ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE

WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL

GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT

WORK NOT CONFORMING TO THESE CODES.

FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION, ACCESSIBILITY ACCESS IS

NOT REQUIRED, IN ACCORDANCE WITH CALIFORNIA BUILDING CODE, CODE OF

REGULATIONS, TITLE 24, PART 2, VOLUME 1, CHAPTER 11B, DIVISION 2, SECTION

11B-203.5

ELEVATIONS

ENLARGED EQUIPMENT A-2

SITE SIGNAGEGN-2

GENERAL NOTES, ABBREVIATIONS, & NOTESGN-1 0

BATTERY SPECIFICATIONS GN-3 0

CONSTRUCTION OF AN UNMANNED TELECOMMUNICATIONS FACILITY.

1. INSTALL POWER / TELCO / FIBER TO SITE LOCATION

2. INSTALL 80" x 80" WALK-IN CABINET(WIC) ON PIER FOUNDATION

3. INSTALL NEW GPS UNIT

4. INSTALL 36'-0" WATER TANK

5. INSTALL (4) ANTENNAS PER SECTOR, FOR A TOTAL OF (12)

6. INSTALL A TOTAL OF (21) RRH'S

7. INSTALL (4) SURGE SUPPRESSORS

8. INSTALL (3) FIBER TRUNK, (8) DC CABLES

9. INSTALL 6' HIGH WOOD FENCE WITH 12'-0" WIDE ACCESS GATE.

10. INSTALL 15kw DIESEL GENERATOR WITH 54 GALLON TANK ON (P)

CONCRETE SLAB

11. INSTALL TURNOUT

*NO GRADING REQUIRED

A-5

O

EMERGENCY BACKUP GENERATOR SPECS

Search Ring: PLYMOUTH

SITE

O

1) 2016 CALIFORNIA ADMINISTRATIVE CODE, CHAPTER 10, PART 1, TITLE 24 CODE OF

REGULATIONS

2) 2016 CALIFORNIA BUILDING CODE (CBC) WITH CALIFORNIA AMENDMENTS, BASED

ON THE 2015 IBC (PART 2, VOL 1-2)

3) 2016 CALIFORNIA GREEN BUILDINGS STANDARDS CODE (CALGREEN) (PART 11)

(AFFECTED ENERGY PROVISIONS ONLY

4) 2016 CALIFORNIA FIRE CODE (CFC), BASED ON THE 2015 IFC, WITH CALIFORNIA

AMENDMENTS (PART 9)

5) 2016 CALIFORNIA MECHANICAL CODE (CMC), BASED ON THE 2015 UMC (PART 4)

6) 2016 CALIFORNIA PLUMBING CODE (CPC), BASED ON THE 2015 UPC (PART 5)

7) 2016 CALIFORNIA ELECTRICAL CODE (CEC) WITH CALIFORNIA AMENDMENTS,

BASED ON THE 2015 NEC (PART 3)

8) 2016 CALIFORNIA ENERGY CODE (CEC)

9) ANSI / EIA-TIA-222-H

10) 2015 NFPA 101, LIFE SAFETY CODE

11) 2016 NFPA 72, NATIONAL FIRE ALARM CODE

12) 2016 NFPA 13, FIRE SPRINKLER CODE

POWER SINGLE LINE DIAGRAM , PANEL SCHEDULE, & DETAILSE-2

ENLARGED SITE PLANA-1.2

0

0

0

0

0

0

0

0

0

0

GENERATOR NOTES

THE GENERATOR SHOWN ON THESE PLANS WILL BE COMPLICIT WITH ALL

APPLICABLE STANDARDS OF THE 2016 CALIFORNIA FIRE CODE, SECTION

604 - EMERGENCY AND STANDBY POWER SYSTEMS.

EQUIPMENT DETAILS A-3.2 0

Chris Hatch (S2S)
QC Stamp
Chris Hatch (S2S)
Text Box
Ready to submit
Chris Hatch (S2S)
Rectangle
Chris Hatch (S2S)
Text Box
Ready to submit
Chris Hatch (S2S)
Accepted
Chris Hatch (S2S)
Approved
Chris Hatch (S2S)
Text Box
Pending
sn149s
Approved
cbyers
Approved
Chris Byers
Carl
Approved
Carl
Text Box
Landlord Approved 4/26/18
Page 2: AT&T Site ID: SITE NUMBER: CVL00431

GENERAL NOTES,ABBREVIATIONS, &

NOTES

GN-1

05/21/18

100% ZD Submittal

F.O.G.

T-15515-9

B.K.W.

CVL00431

A02/15/18

90% ZD SUBMITTAL

5001 Executive Parkway

San Ramon, California 94583

PREPARED FOR

Plo

t D

ate

:5

/2

1/2

01

8 4

:2

5:3

2 P

M F

ile

N

am

eT

:\2

01

5\T

-1

55

15

_S

ho

re

2

S

ho

re

_A

T&

T N

SB

\C

VL

00

43

1-9

\C

VL

00

43

1 P

lym

ou

th

(B

ell R

d)\S

he

ets\G

N-1

G

EN

ER

AL

N

OT

ES

, A

BB

RE

VIA

TIO

NS

, &

N

OT

ES

.d

wg

P

lo

tte

d B

y:S

usa

n D

an

ie

ls

REV DESCRIPTIONDATE

SHEET TITLE:

SHEET NUMBER:

CHECKED BY:

DRAWN BY:

PROJECT NO:

IT IS A VIOLATION OF LAW FOR ANY

PERSON, UNLESS THEY ARE ACTING

UNDER THE DIRECTION OF A LICENSED

PROFESSIONAL ENGINEER, TO ALTER

THIS DOCUMENT.

Consultant:

AT&T Site ID:

Licensor:

Issued For:

AT&T SITE NO:

5550 Merrick Road, #302

Massapequa, NY 11758

Architect:

1478 STONE POINT DRIVE, SUITE 350

ROSEVILLE CA 95661

TEL

FAX

borgesarch.com

916 782 7200

916 773 3037

CVL00431

PLYMOUTH-BELL

ROAD

B 05/21/18100% ZD SUBMITTAL

PLANS ARE INTENDED TO BE DIAGRAMATIC 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

DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS.

2.

CONTRACTOR SHALL CONTACT USA (UNDERGROUND SERVICE ALERT) AT (800) 227-2600, FOR UTILITY LOCATIONS, 48 HOURS

BEFORE PROCEEDING WITH ANY EXCAVATION, SITE WORK OR CONSTRUCTION.

3.

THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOOMENDATIONS

UNLESS SPECIFICALLY INDICATED OTHERWISE, OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE.

4.

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CBC REQUIREMENTS REGARDING EARTHQUAKE RESISTANCE, FOR, BUT

NOT LIMITED TO, PIPING, LIGHT FIXTURES, CEILING GRID, INTERIOR PARTITIONS, AND MECHANICAL EQUIPMENT. ALL WORK MUST

COMPLY WITH LOCAL EARTHQUAKE CODES AND REGULATIONS.

5.

REPRESENTAIONS OF TRUE NORTH, OTHER THAN THOSE FOUND ON THE PLOT OF SURVEY DRAWINGS, SHALL NOT BE USED TO

IDENTIFY OR ESTABLISH BEARING OF TRUE NORTH AT THE SITE. THE CONTRACTOR SHALL RELY SOLELY ON THE PLOT OF SURVEY

DRAWING AND ANY SURVEYOR'S MARKINGS AT THE SITE FOR THE ESTABLISHMENT OF TRUE NORTH, AND SHALL NOTIFY THE

ARCHITECT / ENGINEER PRIOR TO PROCEEDING WITH THE WORK IF ANY DESCREPANCY IS FOUND BETWEEN THE VARIOUS

ELEMENTS OF THW WORKING DRAWINGS AND THE TRUE NORTH ORIENTATION AS DEPICTED ON THE CIVIL SURVEY. THE

CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY FAILURE TO NOTIFY THE ARCHITECT / ENGINEER.

6.

THE BUILDING DEPARTMENT ISSUING THE PERMITS SHALL BE NOTIFIED AT LEAST TWO WORKING DAYS PRIOR TO THE

COMMENCMENT OF WORK, 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

AVAILABLE RECORDS. THE ARCHITECT / ENGINEER AND THE OWNER ASSUME NO RESPONSIBILITY WHATSOEVER AS TO THE

SUFFICIENCY OR THE ACCURACY OF THE INFORMATION SHOWN ON THE PLANS, OR THE MANNER OF THEIR REMOVAL OR

ADJUSTMENT. CONTRACTORS SHALL BE RESPONSIBILE 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 SHEDULES AND METHODS OF REMOVING OR ADJUSTING EXISTING UTILITIES.

9.

CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES, BOTH HORIZONTAL AND VERTICALLY, PRIOR TO THE START OF

CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE INTERRETATION OF PLANS SHOULD BE IMMEDIATELY REPORTED TO

THE ARCHITECT / ENGINEER FOR RESOLUTION AND INSTRUCTION, AND NO FURTHER WORK SHALL BE PERFORMED UNTIL THE

DESCREPANCY IS CHECKED AND CORRECTED BY THE ARCHITECT / ENGINEER. FAILURE TO SECURE SUCH INSTRUCTION MEANS

CONTRACTOR WILL HAVE WORKED AT HIS/HER OWN RISK AND EXPENSE.

10.

ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED BY CONSTRUCTION SHALL BE ADJUSTED TO

FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK.

11.

ANY DRAIN AND/OR FIELD TILE ENCOUNTERED / DISTURBED DURING CONTRUCTION SHALL BE RETURNED TO IT'S ORIGINAL

CONDITION PRIOR TO COMPLETION OF WORK. SIZE, LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS

SHALL BE ACCURATELY NOTED AND PLACED ON "AS-BUILT" DRAWINGS BY GENERAL CONTRACTOR, AND ISSUED TO THE ARCHITECT

/ ENGINEER AT COMPLETION OF PROJECT.

12.

ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, UTILITIES, ETC., SHALL BE PROPERLY LAID BACK OR

BRACED IN ACCORDINACE 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 LOCAL

AUTHORITY 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, FOURTEENTH EDITION

- TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-H, STRUCTURAL STANDARD FOR STRUCTURAL ANTENNA TOWER AND

ANTENNA SUPPORTING STRUCTURES

- INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND

IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING

AND GROUNDING OF ELECTRICAL 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

NETWORK

EQUIPMENT-BUILDING SYSTEM (NEBS): PHYSICAL PROTECTION

TELCORDIA GR-347 CENTRAL OFFICE POWER WIRING

TELCORDIA GR-1275 GENERAL INSTALLATION REQUIREMENTS

TELCORDIA 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, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A

GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN.

GENERAL CONSTRUCTION NOTES:

APPLICABLE CODES, REGULATIONS AND STANDARDS:

ABBREVIATIONS

SYMBOLS LEGEND

OFFICE

101

ROOM NUMBER

WALL TYPE MARK

KEYNOTE,

CONSTRUCTION

ITEM

KEYNOTE,

DIMENSION ITEM

ROOM NAME

WALL SECTION

DETAIL

3

BLDG. SECTION

A-300

1

A-500

D5

A-310

A5

A-113

C1

A-113

C4

A-113

A1

A-113

A4

ELEVATION

3

2

CENTERLINE

ELEVATION DATUM

TILT-UP PANEL MARK

WINDOW SYMBOL

DOOR SYMBOL

PROPERTY LINE

3

±0"

001

10

AGRID/COLUMN LINE

A-300

1

A.B. ANCHOR BOLT

ABV. ABOVE

ACCA ANTENNA CABLE COVER ASSEMBLY

ADD'L ADDITIONAL

A.F.F. ABOVE FINISHED FLOOR

A.F.G. ABOVE FINISHED GRADE

ALUM. ALUMINUM

ALT. ALTERNATE

ANT. ANTENNA

APPRX. APPROXIMATE(LY)

ARCH. ARCHITECT(URAL)

AWG. AMERICAN WIRE GAUGE

BLDG. BUILDING

BLK. BLOCK

BLKG. BLOCKING

BM. BEAM

B.N. BOUNDARY NAILING

BTCW. BARE TINNED COPPER WIRE

B.O.F. BOTTOM OF FOOTING

B/U BACK-UP CABINET

CAB. CABINET

CANT. CANTILEVER(ED)

C.I.P. CAST IN PLACE

CLG. CEILING

CLR. CLEAR

COL. COLUMN

CONC. CONCRETE

CONN. CONNECTION(OR)

CONST. CONSTRUCTION

CONT. CONTINUOUS

d PENNY (NAILS)

DBL. DOUBLE

DEPT. DEPARTMENT

D.F. DOUGLAS FIR

DIA. DIAMETER

DIAG. DIAGONAL

DIM. DIMENSION

DWG. DRAWING(S)

DWL. DOWEL(S)

EA. EACH

EL. ELEVATION

ELEC. ELECTRICAL

ELEV. ELEVATOR

EMT. ELECTRICAL METALLIC TUBING

E.N. EDGE NAIL

ENG. ENGINEER

EQ. EQUAL

EXP. EXPANSION

EXST.(E) EXISTING

EXT. EXTERIOR

FAB. FABRICATION(OR)

F.F. FINISH FLOOR

F.G. FINISH GRADE

FIN. FINISH(ED)

FLR. FLOOR

FDN. FOUNDATION

F.O.C. FACE OF CONCRETE

F.O.M. FACE OF MASONRY

F.O.S. FACE OF STUD

F.O.W. FACE OF WALL

F.S. FINISH SURFACE

FT.( ' ) FOOT (FEET)

FTG. FOOTING

G. GROWTH (CABINET)

GA. GAUGE

GI. GALVANIZE(D)

G.F.I. GROUND FAULT CIRCUIT INTERRUPTER

GLB. (GLU-LAM) GLUE LAMINATED BEAM

GPS GLOBAL POSITIONING SYSTEM

GRND. GROUND

HDR. HEADER

HGR. HANGER

HT. HEIGHT

ICGB. ISOLATED COPPER GROUND BUS

IN. ( " ) INCH(ES)

INT. INTERIOR

LB.(#) POUND(S)

L.B. LAG BOLTS

L.F. LINEAR FEET (FOOT)

L. LONG(ITUDINAL)

MAS. MASONRY

MAX. MAXIMUM

M.B. MACHINE BOLT

MECH. MECHANICAL

MFR. MANUFACTURER

MIN. MINIMUM

MISC. MISCELLANEOUS

MTL. METAL

(N) NEW

NO.(#) NUMBER

N.T.S. NOT TO SCALE

O.C. ON CENTER

OPNG. OPENING

P/C PRECAST CONCRETE

PCS PERSONAL COMMUNICATION SERVICES

PLY. PLYWOOD

PPC POWER PROTECTION CABINET

PRC PRIMARY RADIO CABINET

P.S.F. POUNDS PER SQUARE FOOT

P.S.I. POUNDS PER SQUARE INCH

P.T. PRESSURE TREATED

PWR. POWER (CABINET)

QTY. QUANTITY

RAD.(R) RADIUS

REF. REFERENCE

REINF. REINFORCEMENT(ING)

REQ'D/ REQUIRED

RGS. RIGID GALVANIZED STEEL

SCH. SCHEDULE

SHT. SHEET

SIM. SIMILAR

SPEC. SPECIFICATIONS

SQ. SQUARE

S.S. STAINLESS STEEL

STD. STANDARD

STL. STEEL

STRUC. STRUCTURAL

TEMP. TEMPORARY

THK. THICK(NESS)

T.N. TOE NAIL

T.O.A. TOP OF ANTENNA

T.O.C. TOP OF CURB

T.O.F. TOP OF FOUNDATION

T.O.P. TOP OF PLATE (PARAPET)

T.O.S. TOP OF STEEL

T.O.W. TOP OF WALL

TYP. TYPICAL

U.G. UNDER GROUND

U.L. UNDERWRITERS LABORATORY

U.N.O. UNLESS NOTED OTHERWISE

V.I.F. VERIFY IN FIELD

W WIDE (WIDTH)

w/ WITH

WD. WOOD

W.P. WEATHERPROOF

WT. WEIGHT

C CENTERLINE

P 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

CONDUCTORS

OH

L

L

WOOD FENCE

(P) ANTENNA

(P) RRU

(P) DC SURGE

SUPPRESSION

(E) ANTENNA TO BE

REMOVED

(E) RRU TO BE REMOVED

(E) EQUIPMENT

AutoCAD SHX Text
W-
Page 3: AT&T Site ID: SITE NUMBER: CVL00431

05/21/18

100% ZD Submittal

F.O.G.

T-15515-9

B.K.W.

CVL00431

A02/15/18

90% ZD SUBMITTAL

5001 Executive Parkway

San Ramon, California 94583

PREPARED FOR

Plo

t D

ate

:5

/2

1/2

01

8 4

:2

5:3

9 P

M F

ile

N

am

eT

:\2

01

5\T

-1

55

15

_S

ho

re

2

S

ho

re

_A

T&

T N

SB

\C

VL

00

43

1-9

\C

VL

00

43

1 P

lym

ou

th

(B

ell R

d)\S

he

ets\G

N-2

S

ite

S

ig

na

ge

.d

wg P

lo

tte

d B

y:S

usa

n D

an

ie

ls

REV DESCRIPTIONDATE

SHEET TITLE:

SHEET NUMBER:

CHECKED BY:

DRAWN BY:

PROJECT NO:

IT IS A VIOLATION OF LAW FOR ANY

PERSON, UNLESS THEY ARE ACTING

UNDER THE DIRECTION OF A LICENSED

PROFESSIONAL ENGINEER, TO ALTER

THIS DOCUMENT.

Consultant:

AT&T Site ID:

Licensor:

Issued For:

AT&T SITE NO:

5550 Merrick Road, #302

Massapequa, NY 11758

Architect:

1478 STONE POINT DRIVE, SUITE 350

ROSEVILLE CA 95661

TEL

FAX

borgesarch.com

916 782 7200

916 773 3037

CVL00431

PLYMOUTH-BELL

ROAD

B 05/21/18100% ZD SUBMITTAL

SITE SIGNAGE

GN-2

rename me to this view "dwg" name

3N.T.S.

GENERAL NOTES

rename me to this view "dwg" name

1N.T.S.

NOTICE SIGNrename me to this view "dwg" name

9N.T.S.

CAUTION AND WARNING SIGN

NOTE:1. CONTRACTOR SHALL INSTALL ALL INFORMATION SIGNAGE INACCORDANCE w/ AT&T WIRELESS DOCUMENT #03-0074, RFEXPOSURE POLICY AND RF SAFETY COMPLIANCE PROGRAM, LATESTEDITION.

2. CONTRACTOR SHALL CONTACT AT&T R-RFSC FOR INFORMATIONON MPE LEVELS AND INSTRUCTIONS ON LEVEL AND LOCATION OFSIGNAGE

11N.T.S.

INFORMATION SIGNAGE

13N.T.S.

WIC / CABINET DOORS SIGNAGE

14N.T.S.

GATE SIGNAGE

15N.T.S.

FCC ASR SIGNAGE

20N.T.S.

FENCED COMPOUND SIGNAGE

19N.T.S.

FENCED COMPOUND SIGNAGE

18N.T.S.

DOOR / EQUIPMENT SIGN

WARNING

Beyond This Point you areentering a controlled area whereRF Emissions exceed the FCCControlled Exposure limitsFailure to obey all posted signs and siteguidelines could result in serious injury

Ref: FCC 47CFR 1.1307(b)

CAUTION

Beyond This Point you areentering a controlled areawhere RF Emissions may exceedthe FCC Controlled ExposurelimitsObey all posted signs and site guidelinesfor working in an RF environmentRef: FCC 47CFR 1.1307(b)

NOTICE

Beyond This Point you areentering an area where RFEmissions may exceed the FCCGeneral Population ExposureLimitsFollow all posted signs and site guidelines forworking in an RF environment

Ref: FCC 47CFR 1.1307(b)

Property of AT&T

AuthorizedPersonnel OnlyIn case of emergency, or prior to performingmaintenance on this site, call 800-638-2822and reference cell site number CVL00431

Property of AT&T

AuthorizedPersonnel OnlyNo TrespassingViolators will be Prosecuted

In case of emergency, or prior to performingmaintenance on this site, call 800-638-2822and reference cell site number CVL00431

INFORMATION

Posted in accordance with federal CommunicationsCommission rules and antenna tower registration

47CFR 17.4(g).

1 2 3 4 5 6 7

Federal Communications CommunicationTower Registration Number

TRESPASSINGNO

DANGER

AUTHORIZEDPERSONNEL

ONLY

NOTICE

This Site Operated by:

AT&T MOBILITY

5001 EXECUTIVE PARKWAY

SAN RAMON, CA 94583

IN CASE OF FIRE AND THE NEED FOR SHUTDOWN

TO DEACTIVATE ANTENNAS CALL THE

FOLLOWING NUMBER:

For 24 Hour Emergency Contact and Access Please Call:

(800)832-6662

Reference Site#: CVL00431

Site Address:

1. THE FOLLOWING INFORMATION IS A GUIDELINE w/ RESPECT TO PREVAILING

STANDARDS LIMITING HUMAN EXPOSURE TO RADIO FREQUENCY ENERGY AND

SHOULD BE USED AS SUCH. IF THE SITE'S EMF REPORT OR ANY LOCAL, STATE

OR FEDERAL GUIDELINES OR REGULATIONS SHOULD BE IN CONFLICT w/ ANY

PART OF THESE NOTES OR PLANS, THE MORE RESTRICTIVE GUIDELINE OR

REGULATION SHALL BE FOLLOWED AND OVERRIDE THE LESSER.

2. THE PUBLIC LIMIT OF RF EXPOSURE ALLOWED BY AT&T IS 1mWcm*2 AND THE

OCCUPATIONAL LIMIT OF RF EXPOSURE ALLOWED BY AT&T IS 5mWcm*2

3. IF THE BOTTOM OF THE ANTENNA IS MOUNTED (8) EIGHT FEET ABOVE THE

GROUND OR WORKING PLATFORM LINE OF THE PERSONAL COMMUNICATION

SYSTEM (PCS) AND DOES NOT EXCEED THE PUBLIC LIMIT OF RF EXPOSURE

LIMIT THEN NO STRIPING OR BARRICADES SHOULD BE NEEDED.

4. IF THE PUBLIC LIMIT OF RF EXPOSURE ON THE SITE IS EXCEEDED AND THE

AREA IS PUBLICLY ACCESSIBLE (e.g. ROOF ACCESS DOOR THAT CANNOT BE

LOCKED, OR FIRE EGRESS) THEN BOTH BARRICADES AND STRIPING SHALL BE

PLACED AROUND THE ANTENNAS. THE EXACT EXTENT OF THE BARRICADES

AND STRIPING SHALL BE DETERMINED BY THE EMF REPORT FOR THE SITE

DONE BEFORE OR SHORTLY AFTER COMPLETION OF SITE CONSTRUCTION. USE

THE PLANS AS A GUIDELINE FOR PLACEMENT OF SUCH BARRICADES AND

STRIPING.

5. IF THE PUBLIC LIMIT OF RF EXPOSURE ON THE SITE IS EXCEEDED AND THE

AREA IS PUBLICLY ACCESSIBLE (e.g. ROOF ACCESS DOOR THAT CANNOT BE

LOCKED, OR FIRE EGRESS) THEN BOTH BARRICADES AND STRIPING SHALL BE

PLACED AROUND THE ANTENNAS. THE EXACT EXTENT OF THE BARRICADES

AND STRIPING SHALL BE PLACED AROUND THE ANTENNAS. THE EXACT EXTENT

OF THE BARRICADES & STRIPING SHALL BE DETERMINED BY THE EMF REPORT

FOR THE SITE DONE BEFORE OR SHORTLY AFTER COMPLETION OF SITE

CONSTRUCTION. USE THE PLANS AS A GUIDELINE FOR PLACEMENT OF SUCH

BARRICADES AND STRIPING.

6. ALL TRANSMIT ANTENNAS REQUIRE A THREE LANGUAGE WARNING SIGN

WRITTEN IN ENGLISH, SPANISH, AND CHINESE. THIS SIGN SHALL BE

PROVIDED TO THE CONTRACTOR Y THE AT&T CONSTRUCTION PROJECT

MANAGER AT THE TIME OF CONSTRUCTION. THE LARGER SIGN SHALL BE

PLACED IN PLAIN SIGHT AT ALL ROOF ACCESS LOCATIONS AND ON ALL

BARRICADES. THE SMALLER SIGN SHALL BE PLACED ON THE ANTENNA

ENCLOSURES IN A MANNER THAT IS EASILY SEEN BY ANY PERSON ON THE

ROOF. WARNING SIGNS SHALL COMPLY w/ ANSI C95.2 COLOR, SYMBOL, AND

CONTENT CONVENTIONS. ALL SIGNS SHALL HAVE AT&T'S NAME AND THE

COMPANY CONTACT INFORMATION (e.g. TELEPHONE NUMBER) TO ARRANGE

FOR ACCESS TO THE RESTRICTED AREAS. THIS TELEPHONE NUMBER SHALL BE

PROVIDED TO THE CONTRACTOR BY THE AT&T CONSTRUCTION PROJECT

MANAGER AT THE TIME OF CONSTRUCTION.

7. PHOTOS OF ALL STRIPING, BARRICADES & SIGNAGE SHALL BE PART OF THE

CONTRACTORS CLOSE OUT PACKAGE & SHALL BE TURNED INTO THE AT&T

CONSTRUCTION PACKAGE & SHALL BE TURNED INTO THE AT&T

CONSTRUCTION PROJECT MANAGER AT THE END OF CONSTRUCTION.

STRIPING SHALL BE DONE w/ FADE RESISTANT YELLOW SAFETY PAINT IN A

CROSS-HATCH PATTERN AS DETAILED BY THE CONSTRUCTION DRAWINGS. ALL

BARRICADES SHALL BE MADE OF AN RF FRIENDLY MATERIAL SO AS NOT TO

BLOCK OR INTERFERE w/ THE OPERATION OF THE ANTENNAS. BARRICADES

SHALL BE PAINTED w/ FADE RESTRAINT YELLOW SAFETY PAINT. THE

CONTRACTOR SHALL PROVIDE ALL RF FRIENDLY BARRICADES NEEDED, &

SHALL PROVIDE THE AT&T CONSTRUCTION PROJECT MANAGER w/ A DETAILED

SHOP DRAWING OF EACH BARRICADE. UPON CONSTRUCTION COMPLETION.

SIGNAGE AND STRIPING INFORMATION

INFORMATIONACTIVE ANTENNAS ARE MOUNTED

ON THE OUTSIDE FACE OF THIS BUILDING

INFORMATION SIGN 1-2

ON THIS STRUCTURE

STAY BACK A MINIMUM OF 3 FEET

FROM THESE ANTENNAS

CONTACT AT&T MOBILITY AT 800-638-2822 &

FOLLOW THEIR INSTRUCTIONS PRIOR TO

PERFORMING ANY MAINTENANCE OR

REPAIRS CLOSER THAN 3 FEET FROM THE

ANTENNAS.

THIS IS AT&T MOBILITY SITE # CVL00431

5"

7"

INFORMATION

8"

12"

AT&T MOBILITY OPERATES TELECOMMUNICATION ANTENNAS AT THIS

LOCATION. REMAIN AT LEAST 3 FEET AWAY FROM ANY ANTENNA AND

OBEY ALL POSTED SIGNS.

CONTACT THE OWNER(S) OF THE ANTENNA(S) BEFORE WORKING

CLOSER THAN 3 FEET FROM THE ANTENNA(S)

CONTACT AT&T MOBILITY AT 800-638-2822 PRIOR TO PERFORMING ANY

MAINTENANCE OR REPAIRS NEAR AT&T MOBILITY ANTENNAS.

THIS IS SITE #: CVL02037

CONTACT THE MANAGEMENT OFFICE IF THIS DOOR/HATCH/GATE

IS FOUND UNLOCKED.

INFORMACION

EN ESTA PROPIEDAD SE UBICAN ANTENAS DE TELECOMUNICACIONES

OPERADAS POR AT&T. FAVOR MANTENER UNA DISTANCIA DE NO MENOS DE

3 PIES Y OBEDECER TODOS LOS AVISOS.

COMUNIQUESE CON EL PROPIETARIO O LOS PROPIETARIOS DE LAS

ANTENAS ANTES DE TRABAJAR O CAMINAR DE MENOS DE 3 PIES DE LA

ANTENA.

COMUNIQUESE CON AT&T MOBILITY 800-638-2822 ANTES DE REALIZAR

CUALQUIER MANTENIMIENTO O REPARACION DE LAS ANTENAS DE AT&T

MOBILITY.

ESTA ES LA ESTACION BASE NUMERO : CVL00431

FAVOR COMINUCARSE CON LA OFICINA DE LA ADMINISTRACION DEL

EDIFICIO SI ESTA PUENTA O COMPUERTA SE ENCUENTRA SIN CANDADO.

1-1/2"

24"

1. CONTRACTOR SHALL INSTALL ALL INFORMATION SIGNAGE IN ACCORDANCE

w/ AT&T WIRELESS DOCUMENT #03-0074, RF EXPOSURE POLICY AND RF SAFETY

COMPLIANCE PROGRAM, LATEST EDITION.

2. FABRICATION:

*SIGN I-1: ENTRANCE DOOR, SEE DETAIL 1A, THIS SHEET

SIGN 1 IS TO BE MADE ON THE 50 MIL ALUMINUM SHEETING (SIZE 8 INCHES BY

12 INCHES) w/ FOUR (4)

1

4

INCH MOUNTING HOLES, ONE EACH CORNER OF THE SIGN

FOR MOUNTING w/ HARDWARE w/ TIE WRAPS. THE MAIN BACKGROUND COLOR IS

TO BE WHITE FRONT & BACK w/ BLACK LETTERING.

THE INFORMATION BAND SHALL BE 1.2 INCH SOLID GREEN BAND w. 0.5 INCH HIGH

BLACK LETTERING. THE BODY TEXT SHALL BE IN BLACK LETTERING w/0.2 INCH HIGH

LETTERS. THE REF LINE SHALL BE IN

1

8

INCH LETTERS.

THE PLACEMENT OF TEXT SHALL BE DONE IN A MANNER THAT WILL PERMIT EASY

READING FROM A DISTANCE OF APPROXIMATELY 6 FEET IN FRONT OF THE SIGN.

ALL PAINT WILL BE BAKED w/ENAMEL w/ UV PROTECTIVE COATING OVER THE FACE

OF THE SIGN.

*SIGN 1-2: POLE, SEE DETAIL 1B, THIS SHEET

SIGN 2 MUST BE A NON METALLIC LABEL w/ AN ADHESIVE BACKING, THE LABEL

SHALL BE MADE USING VINYL OR SIMILAR WEATHERPROOF MATERIAL. THE LABEL

SHALL BE APPROXIMATELY 5X7 INCHES w/ A WHITE BACKGROUND AND BLACK

LETTERING. THE GREEN BAND SHALL BE 1.375 INCH IN HEIGHT & THE LETTERING

SHALL BE BLACK w/ 0.75 INCH HIGH LETTERS. THE TEXT LETTERING SHALL BE

BLACK w/

1

8

INCH HIGH LETTERS. UV PROTECTION SHALL BE PLACED OVER THE

FRONT OF THE LABEL.

*SIGN 1-3: BACK OF ANTENNAS, SEE DETAIL 1C & 3, THIS SHEET

*SIGN 3 IS A 1 INCH X 2 INCH PANEL THAT CAN BE APPLIED TO THE BACK OR SIDE OF

AN ANTENNA TO IDENTIFY IT AS AN AT&T ANTENNA.

*SIGN 1-4: SIDE OF ANTENNAS, SEE DETAIL 1D & 3, THIS SHEET

SIGN 4 IS MADE FROM TRANSPARENT MATERIAL 1-1/2 INCHES WIDE & 24 INCHES

LONG. THE LETTERING IS TO BE BLACK w

1

2

INCH LETTERING IN A VERTICAL

COLUMN. THE SPACING BETWEEN WORDS MUST BE SUCH THAT IT IS EASILY READ

& FILLS THE LENGTH OF THE SIGN.

S

T

A

Y

B

A

C

K

3

F

E

E

T

F

R

O

M

A

N

T

E

N

N

A

INFORMATION SIGN 1-4

SCALE:

3

16

" = 1'

2"

1"

INFORMATION SIGN 1-3

SCALE:

1

4

" = 1'

C

D

INFORMATION SIGN 1-1

SCALE:

1

2

"= 1'

A INFORMATION SIGN 1-2

SCALE:

3

4

" = 1'

B

8"

12"

17N.T.S.

NFPA HAZARD SIGN

3 20

ACID

Bell Road,PLYMOUTH, CA. 95669

AutoCAD SHX Text
at&t
AutoCAD SHX Text
at&t
Page 4: AT&T Site ID: SITE NUMBER: CVL00431

BATTERY

SPECIFICATIONS

05/21/18

100% ZD Submittal

F.O.G.

T-15515-9

B.K.W.

CVL00431

A02/15/18

90% ZD SUBMITTAL

5001 Executive Parkway

San Ramon, California 94583

PREPARED FOR

Plo

t D

ate

:5

/2

1/2

01

8 4

:2

5:4

2 P

M F

ile

N

am

eT

:\2

01

5\T

-1

55

15

_S

ho

re

2

S

ho

re

_A

T&

T N

SB

\C

VL

00

43

1-9

\C

VL

00

43

1 P

lym

ou

th

(B

ell R

d)\S

he

ets\G

N-3

B

AT

TE

RY

S

PE

CIF

IC

AT

IO

NS

.d

wg

P

lo

tte

d B

y:S

usa

n D

an

ie

ls

REV DESCRIPTIONDATE

SHEET TITLE:

SHEET NUMBER:

CHECKED BY:

DRAWN BY:

PROJECT NO:

IT IS A VIOLATION OF LAW FOR ANY

PERSON, UNLESS THEY ARE ACTING

UNDER THE DIRECTION OF A LICENSED

PROFESSIONAL ENGINEER, TO ALTER

THIS DOCUMENT.

Consultant:

AT&T Site ID:

Licensor:

Issued For:

AT&T SITE NO:

5550 Merrick Road, #302

Massapequa, NY 11758

Architect:

1478 STONE POINT DRIVE, SUITE 350

ROSEVILLE CA 95661

TEL

FAX

borgesarch.com

916 782 7200

916 773 3037

CVL00431

PLYMOUTH-BELL

ROAD

B 05/21/18100% ZD SUBMITTAL

GN-3

BATTERY INFORMATION

BATTERY MODEL

TOTAL # OF

BATTERY UNITS

INSTALLED

TOTAL

ELECTROLYTE

VOLUME (GAL)

PER UNIT

TOTAL

ELECTROLYTE

WEIGHT (LBS)

PER UNIT

% SULFURIC

ACID BY VOL

=

ACID VOLUME / UNIT

ELECTROLYTE

VOLUME/UNIT

GBN INDUSTRIAL POWER

MARATHON

M12V180FT

12 UNITS 2.17 GAL 23.80 LBS 29.95% = 0.65 GAL / 2.17 GAL

% SULFURIC

ACID BY

WEIGHT

TOTAL ACID WEIGHT

TOTAL ELECTROLYTE

WEIGHT

TOTAL SULFURIC

VOL (GAL)

TOTAL UNITS X

SULFURIC

VOL/UNIT

% SULFURIC

ACID BY VOL

=

ACID VOLUME / UNIT

ELECTROLYTE

VOLUME/UNIT

41.9% = 9.98 LBS/23.80 LBS 26.04 GAL = 12 UNITS X 2.17 / UNIT 119.76 LBS = 12 UNITS X 9.98 LBS

= =

Page 5: AT&T Site ID: SITE NUMBER: CVL00431
Page 6: AT&T Site ID: SITE NUMBER: CVL00431

17 1" = 80'-0"OVERALL SITE PLAN

(E) PROPERTY BO

UND

ARY

(P) AT&T LEASE AREA 25' X 40' 1000 SQ. FT.

A-1.217

SECTOR

AZIMUTH 240B

SECTORAZIMUTH 120

C

SEC

TOR

AZI

MUT

H 0A

APN: 54-250-02

APN: 014-110-002

(E) FOUNDATION

(E) WATER TANK

(E) WOOD UTILITY POLE

50'-0"

198'-2"

(E) PROPERTY BOUNDDARY

(E) PROPERTY BO

UND

ARY

(E) PROPERTY BOUNDARY (E) PROPERTY BO

UNDARY

(E) PROPERTY BOUNDARY

APN: 014-120-001

APN

: 014-110-059

APN: 014-120-007

APN: 014-120-009

(P) FIRE ACCESSHAMMERHEAD

(P) 20'-0" AT&

T NO

N-EXC

LUSIVE A

CC

ESS EASEM

ENT

(E) OVERHEAD UTILITY LINES

(E) WOOD UTILITY POLE(P) POC FOR POWER & FIBER

6'-0" (P) AT&

T NO

N-EXC

LUSIVE UTILITY EA

SEMEN

T

(E) BELL ROA

D

125'-0"

05/21/18

100% ZD Submittal

F.O.G.

T-15515-9

B.K.W.

CVL00431

A02/15/18

90% ZD SUBMITTAL

5001 Executive Parkway

San Ramon, California 94583

PREPARED FOR

Plo

t D

ate

:5

/2

1/2

01

8 4

:2

5:5

5 P

M F

ile

N

am

eT

:\2

01

5\T

-1

55

15

_S

ho

re

2

S

ho

re

_A

T&

T N

SB

\C

VL

00

43

1-9

\C

VL

00

43

1 P

lym

ou

th

(B

ell R

d)\S

he

ets\A

-1

.1

O

ve

ra

ll S

ite

P

la

n.d

wg P

lo

tte

d B

y:S

usa

n D

an

ie

ls

REV DESCRIPTIONDATE

SHEET TITLE:

SHEET NUMBER:

CHECKED BY:

DRAWN BY:

PROJECT NO:

IT IS A VIOLATION OF LAW FOR ANY

PERSON, UNLESS THEY ARE ACTING

UNDER THE DIRECTION OF A LICENSED

PROFESSIONAL ENGINEER, TO ALTER

THIS DOCUMENT.

Consultant:

AT&T Site ID:

Licensor:

Issued For:

AT&T SITE NO:

5550 Merrick Road, #302

Massapequa, NY 11758

Architect:

1478 STONE POINT DRIVE, SUITE 350

ROSEVILLE CA 95661

TEL

FAX

borgesarch.com

916 782 7200

916 773 3037

CVL00431

PLYMOUTH-BELL

ROAD

B 05/21/18100% ZD SUBMITTAL

OVERALL SITE PLAN

A-1.1

00

1"=80'-0"

80' 40' 80' 160'

N

AutoCAD SHX Text
1530
AutoCAD SHX Text
1530
AutoCAD SHX Text
1540
AutoCAD SHX Text
1540
AutoCAD SHX Text
1540
AutoCAD SHX Text
1550
AutoCAD SHX Text
1550
AutoCAD SHX Text
1560
AutoCAD SHX Text
1560
AutoCAD SHX Text
1560
AutoCAD SHX Text
1570
AutoCAD SHX Text
1570
AutoCAD SHX Text
1570
AutoCAD SHX Text
1580
AutoCAD SHX Text
1580
AutoCAD SHX Text
1580
AutoCAD SHX Text
1590
AutoCAD SHX Text
1590
AutoCAD SHX Text
1600
AutoCAD SHX Text
1600
AutoCAD SHX Text
1610
AutoCAD SHX Text
1600
AutoCAD SHX Text
1605
AutoCAD SHX Text
1605
AutoCAD SHX Text
1610
AutoCAD SHX Text
1610
AutoCAD SHX Text
1610
AutoCAD SHX Text
1615
AutoCAD SHX Text
1615
AutoCAD SHX Text
1615
AutoCAD SHX Text
1620
AutoCAD SHX Text
1620
AutoCAD SHX Text
1620
AutoCAD SHX Text
1625
Page 7: AT&T Site ID: SITE NUMBER: CVL00431

(P) AT&T 25'-0" X 40'-0" LEASE AREA 1000 SQ. FT.

(P) TELCO RUN +/- 900'-0"

(P) POWER RUN +/- 890'-0"

6'-0"

(P

) A

T&

T N

ON

-E

XC

LU

SIV

E U

TILIT

Y E

AS

EM

EN

T

(P) TECH PARKING

1/16" = 1'-0"

SE

CT

OR

AZ

IM

UT

H 0

A

S

E

C

T

O

R

A

Z

I

M

U

T

H

1

2

0

C

S

E

C

T

O

R

A

Z

I

M

U

T

H

2

4

0

B

(P) FIRE ACCESS

HAMMERHEAD

(P

) 20'-0" A

T&

T N

ON

-E

XC

LU

SIV

E A

CC

ES

S E

AS

EM

EN

T

(E) WATER TANK

(E) TREES TO REMAIN

(E) FENCE

BOUNDARY LINE

216'-3"

20'-0"

70'-0"

R

2

8

'

-

0

"

R

2

8

'

-

0

"

50'-0"

A-2

17

05/21/18

100% ZD Submittal

F.O.G.

T-15515-9

B.K.W.

CVL00431

A02/15/18

90% ZD SUBMITTAL

5001 Executive Parkway

San Ramon, California 94583

PREPARED FOR

Plo

t D

ate

:5

/2

1/2

01

8 4

:2

6:0

7 P

M F

ile

N

am

eT

:\2

01

5\T

-1

55

15

_S

ho

re

2

S

ho

re

_A

T&

T N

SB

\C

VL

00

43

1-9

\C

VL

00

43

1 P

lym

ou

th

(B

ell R

d)\S

he

ets\A

-1

.2

E

nla

rg

ed

S

ite

P

la

n.d

wg

P

lo

tte

d B

y:S

usa

n D

an

ie

ls

REV DESCRIPTIONDATE

SHEET TITLE:

SHEET NUMBER:

CHECKED BY:

DRAWN BY:

PROJECT NO:

IT IS A VIOLATION OF LAW FOR ANY

PERSON, UNLESS THEY ARE ACTING

UNDER THE DIRECTION OF A LICENSED

PROFESSIONAL ENGINEER, TO ALTER

THIS DOCUMENT.

Consultant:

AT&T Site ID:

Licensor:

Issued For:

AT&T SITE NO:

5550 Merrick Road, #302

Massapequa, NY 11758

Architect:

1478 STONE POINT DRIVE, SUITE 350

ROSEVILLE CA 95661

TEL

FAX

borgesarch.com

916 782 7200

916 773 3037

CVL00431

PLYMOUTH-BELL

ROAD

B 05/21/18100% ZD SUBMITTAL

ENLARGED

SITE PLAN

A-1.2

16' 8' 16' 32'

1/16"=1'-0"

00

N

AutoCAD SHX Text
1610
AutoCAD SHX Text
1600
AutoCAD SHX Text
1605
AutoCAD SHX Text
1605
AutoCAD SHX Text
1610
AutoCAD SHX Text
1610
AutoCAD SHX Text
1615
AutoCAD SHX Text
1615
AutoCAD SHX Text
1615
AutoCAD SHX Text
1620
AutoCAD SHX Text
1620
AutoCAD SHX Text
1620
AutoCAD SHX Text
1625
AutoCAD SHX Text
17
AutoCAD SHX Text
ENLARGED SITE PLAN
Page 8: AT&T Site ID: SITE NUMBER: CVL00431

A-3

5

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

17

3/8" = 1'-0"

PROPOSED ENLARGED EQUIPMENT LAYOUT

9

11

15

17

KEYNOTES

(P) AT&T 80" x 80" WALK-IN

CABINET(WIC) ON PIER FOUNDATION

(P) SERVICE DISCONNECT

(P) GENERATOR SLAB

(P) LTE RACK

(P) CIENA W/ UAM & TELCO CAN

(P) 42 CIRCUIT LOAD CENTER WITH MANUAL &

AUTOMATIC TRANSFER SWITCH

(P) 200 AMP POWER METER

(P) 200A CAM-LOK

(P) GPS UNIT

(P) 15kW DIESEL GENERATOR WITH 54 GALLON TANK

(P) HVAC

(P) CABINET DOOR

6'-0" UG UTILITY EASEMENT FOR POWER AND TELCO

(P) 6'-0" TALL WOOD FENCE

(P) TELCO RACK

(P) POWERPLANT RACK w/ (2) STRINGS OF BATTERIES

(P) CABLE PORT

(P) 55' FAUX WATER TOWER

(P) KNOX BOX

(P) 12'-0" WIDE DOUBLE SWING ACCESS GATE

(P) DOWN SHIELDED SITE LIGHT ON ROTARY TIMER

(P) 20' AT&T NON-EXCLUSIVE ACCESS EASEMENT

(P) 12'x20' TECH PARKING

(P) +/- 900' UNDERGROUND CONDUIT RUN

FROM POWER & TELCO POC

(P) 2A:20BC RATED FIRE EXTINGUISHER

(P) GRAVEL WITH WEED BARRIER

DRIVEWAY ACCESS, COMPACTED ROAD BASE

28

NATURAL DRAINAGE

HATCH LEGEND

CONCRETE

GRAVEL W/ WEED BARRIER

COMPACT ROAD BASE

NATIVE GROUND

1

2

3

4

510

12

13

14

16

6

8

12

7

NOTE:

THE GENERATOR SHOWN ON THE SITE PLAN WILL

BE COMPLICIT WITH ALL APPLICABLE STANDARDS

OF THE 2016 CALIFORNIA FIRE CODE, SECTION

604-EMERGENCY AND STANDBY POWER SYSTEMS.

25'-0" (P) AT&T LEASE AREA 1000 SQ. FT. TOTAL

40

'-0

" (P

) A

T&

T L

EA

SE

A

RE

A 1

00

0 S

Q. F

T. T

OT

AL

24

18

19

27

20

21

22

23

25

26

9'-1 1/2"

7"

4'-6" 11"

2'-0

"

7'-3

1

/2

"

4'-6

"

7'-9

1

/2

"

6'-8

"

9'-2"

29 (E) TREES

29

12'-0" 5'-4 1/2"

2'-9

"1

6'-4

"

05/21/18

100% ZD Submittal

F.O.G.

T-15515-9

B.K.W.

CVL00431

A02/15/18

90% ZD SUBMITTAL

5001 Executive Parkway

San Ramon, California 94583

PREPARED FOR

Plo

t D

ate

:5

/2

1/2

01

8 4

:2

6:1

4 P

M F

ile

N

am

eT

:\2

01

5\T

-1

55

15

_S

ho

re

2

S

ho

re

_A

T&

T N

SB

\C

VL

00

43

1-9

\C

VL

00

43

1 P

lym

ou

th

(B

ell R

d)\S

he

ets\A

-2

E

NL

AR

GE

D E

QU

IP

ME

NT

P

LA

N.d

wg

P

lo

tte

d B

y:S

usa

n D

an

ie

ls

REV DESCRIPTIONDATE

SHEET TITLE:

SHEET NUMBER:

CHECKED BY:

DRAWN BY:

PROJECT NO:

IT IS A VIOLATION OF LAW FOR ANY

PERSON, UNLESS THEY ARE ACTING

UNDER THE DIRECTION OF A LICENSED

PROFESSIONAL ENGINEER, TO ALTER

THIS DOCUMENT.

Consultant:

AT&T Site ID:

Licensor:

Issued For:

AT&T SITE NO:

5550 Merrick Road, #302

Massapequa, NY 11758

Architect:

1478 STONE POINT DRIVE, SUITE 350

ROSEVILLE CA 95661

TEL

FAX

borgesarch.com

916 782 7200

916 773 3037

CVL00431

PLYMOUTH-BELL

ROAD

B 05/21/18100% ZD SUBMITTAL

ENLARGED

EQUIPMENT PLAN

A-2

4' 2' 4' 8'0

3/8"=1'-0"

N

AutoCAD SHX Text
1620
Page 9: AT&T Site ID: SITE NUMBER: CVL00431

7 1/2" = 1'-0"RF SCHEDULE

SECTOR

1

2

3

ANTENNA MODEL NO. AZIMUTH RAD CENTER RRH FIBER LENGTH COAX LENGTH COAX DIA. NO.

RF SCHEDULE

A1+/- 10'-0" 3

1/2"

A2

A3

B1

120

B2

B3

C1

C2

C3

TMA

NA

1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

NA

NA

NA

NA

NA

NA

NA

NA

0

+/- 10'-0"

+/- 10'-0"

+/- 10'-0"

+/- 10'-0"

+/- 10'-0"

+/- 10'-0"

+/- 10'-0"

+/- 10'-0"

3

3

3

3

3

3

3

3

240

1/2"NA +/- 10'-0" 3

A4

B4

C4

NA

NA

+/- 10'-0"

+/- 10'-0"

1/2"

1/2"

3

3

120

120

120

(1) RRUS-11 (1) 4415

(1) 4478

(1) RRUS-E2 (1) 4478 (1) 4426

(1) RRUS-32

KATHREIN 800-10965K

KATHREIN 800-10965K

0

0

0

240

240

240

+/- 31'-0"+/- 95'-0"

+/- 95'-0"

+/- 95'-0"

+/- 95'-0"

+/- 95'-0"

+/- 95'-0"

+/- 95'-0"

+/- 95'-0"

+/- 95'-0"

+/- 95'-0"

+/- 95'-0"

+/- 95'-0"

(1) RRUS-11 (1) 4415

(1) 4478

(1) RRUS-E2 (1) 4478 (1) 4426

(2) RRUS-32

(1) RRUS-11 (1) 4415

(1) 4478

(1) RRUS-E2 (1) 4478 (1) 4426

(1) RRUS-32

+/- 31'-0"

+/- 31'-0"

+/- 31'-0"

+/- 31'-0"

+/- 31'-0"

+/- 31'-0"

+/- 31'-0"

+/- 31'-0"

+/- 31'-0"

+/- 31'-0"

+/- 31'-0"

KATHREIN 800-10965K

QUINTEL QS6656-3

KATHREIN 800-10965K

KATHREIN 800-10965K

KATHREIN 800-10965K

CCI BSA-M65R-BUU-H6

KATHREIN 800-10965K

KATHREIN 800-10965K

KATHREIN 800-10965K

QUINTEL QS6656-3

13

1 1/2" = 1'-0"

RRUS-32

ERICSSON RRUS-32

MODEL: RRUS 32, 32-B2 32-B66

COLOR: WHITE

DIMENSIONS: 26.7" TALL X 12.1" WIDE X 6.7" DEEP (INCLUDING SUNSHIELD)

WIEGHT: +/- 69 LBS. (INCLUDING MOUNTING HARDWARE)

12.1"

26.7"

6.7"

FRONT VIEW

SIDE VIEW

TOP VIEW

16"

CLR

12"

CLR

SUNSHIELD

MFR'S STANDARD

MOUNTING

BRACKETS

SUNSHIELD

MFR'S STANDARD MOUNTING

BRACKETS

DUAL SWIVEL MOUNTING BRACKETS

DUAL SWIVEL

MOUNTING

BRACKETS

9

1 1/2" = 1'-0"

RRUS-11

ERICSSON RRUS 11 REMOTE RADIO UNIT

COLOR: WHITE

DIMENSIONS: 19.7" TALL X 17" WIDE X 7.25" DEEP (INCLUDING SUNSHIELD)

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

RRUS 11 WITH SUNSHIELD

ERICSSON ///

17"

19.7"

7.25"

FRONT VIEW

SIDE VIEW

MFR'S STANDARD MOUNTING

BRACKETS

TOP VIEW

16"

CLR

12"

CLR

P1000 UNISTRUT AS ALTERNATE

ATTACHMENT

SUNSHIELD

DUAL SWIVEL MOUNTING BRACKETS

MFR'S STANDARD

MOUNTING

BRACKETS

DUAL SWIVEL

MOUNTING

BRACKETS

##

############

################

WIND AREA:

ANTENNA:

6.00 SQ.FT.

QUINTEL QS6656-3

HEIGHT:

WIDTH:

DEPTH:

72.0"

12.0"

9.6"

WEIGHT:

TOP

FRONT

12"

72"

9.6"

SIDE

65 lb

ANTENNA MAKE AND MODEL

MANUFACTURER: KATHREIN

MODEL: 800-10965K

DIMENSIONS, HxWxD.in(min): 78.7" x 20.0" x 6.9"(IN)

WEIGHT: 97.6 lbs (W/ CLAMPS)

CONNECTOR:

8 x 7-16 DIN FEMALE LONG NECK

78

.7

"

1'-8"

6.9

"

FRONT

SIDE

TOP

3/4" = 1'-0"

KATHREIN 800-10965K

18

3/4" = 1'-0"

CCI BSA-M65R-BUU-H6

19

ANTENNA MAKE AND MODEL

MANUFACTURER: CCI

MODEL: BSA-M65R-BUU-H6

DIMENSIONS, HxWxD.in(min): 72" x 28.5" x 9.7"(IN)

WEIGHT: 96.3 lbs

CONNECTOR:

8 x 7-16 DIN FEMALE LONG NECK

72

"

28.5"

9.7

"

FRONT

SIDE

11 1 1/2" = 1'-0"RRUS-E2

ERICSSON RRUS-E2 REMOTE RADIO UNITCOLOR: GRAYDIMENSIONS: 20.39" TALL X 18.50" WIDE X 7.48" DEEP (INCLUDING SUNSHIELD)WIEGHT: +/- 53 LBS. (INCLUDING MOUNTING HARDWARE)

RRUS-E2 WITH SUNSHIELD

MFR'S STANDARD MOUNTING BRACKETS

18.50"

16"

CLR

12"

CLR

20.3

9"

7.48"

FRONT VIEW SIDE VIEW

TOP VIEW

SUNSHIELD

DUAL SWIVEL MOUNTING BRACKETS

15

1 1/2" = 1'-0"

RRUS-4478

ERICSSON RRUS-4478 REMOTE RADIO UNIT

COLOR: WHITE

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

WIEGHT: +/- 59.9 LBS. (EXCLUDING MOUNTING HARDWARE)

SIDE VIEW

MFR'S STANDARD MOUNTING BRACKETS

TOP VIEW

MFR'S STANDARD

MOUNTING

BRACKETS

SUNSHIELD

RRUW WITH SUNSHIELD

FRONT VIEW

7.7"

13.4"

16.5"

DUAL SWIVEL MOUNTING BRACKETS

5

3/8" = 1'-0"

ENLARGED ANTENNA PLAN

(P) AT&T ANTENNA, (4) PER

SECTOR, (12) TOTAL

(P) 35'-0" WATER TOWER

(P) DUAL SWIVEL MOUNT, VALMONT

PART # RRUDSM, TOTAL OF (12)

SE

CT

OR

AZ

IM

UT

H 0

A

S

E

C

T

O

R

A

Z

I

M

U

T

H

2

4

0

B

S

E

C

T

O

R

A

Z

I

M

U

T

H

1

2

0

C

8'-6"

2'-6"3'-0"3'-0"

31'-0" RAD CENTER

19'-0" EQUIPMENT

(P) AT&T RAYCAP DC-6 SURGE

SUPPRESSOR, (4) TOTAL

(P) AT&T RRH (22) TOTAL

8

'

-

0

"

2

'

-

6

"

2

'

-

6

"

3

'

-

0

"

8

'

-

6

"

2

'

-

6

"

3

'

-

0

"

3

'

-

0

"

05/21/18

100% ZD Submittal

F.O.G.

T-15515-9

B.K.W.

CVL00431

A02/15/18

90% ZD SUBMITTAL

5001 Executive Parkway

San Ramon, California 94583

PREPARED FOR

Plo

t D

ate

:5

/2

1/2

01

8 4

:2

6:2

7 P

M F

ile

N

am

eT

:\2

01

5\T

-1

55

15

_S

ho

re

2

S

ho

re

_A

T&

T N

SB

\C

VL

00

43

1-9

\C

VL

00

43

1 P

lym

ou

th

(B

ell R

d)\S

he

ets\A

-3

.1

A

nte

nn

a P

la

ns &

D

eta

ils.d

wg

P

lo

tte

d B

y:S

usa

n D

an

ie

ls

REV DESCRIPTIONDATE

SHEET TITLE:

SHEET NUMBER:

CHECKED BY:

DRAWN BY:

PROJECT NO:

IT IS A VIOLATION OF LAW FOR ANY

PERSON, UNLESS THEY ARE ACTING

UNDER THE DIRECTION OF A LICENSED

PROFESSIONAL ENGINEER, TO ALTER

THIS DOCUMENT.

Consultant:

AT&T Site ID:

Licensor:

Issued For:

AT&T SITE NO:

5550 Merrick Road, #302

Massapequa, NY 11758

Architect:

1478 STONE POINT DRIVE, SUITE 350

ROSEVILLE CA 95661

TEL

FAX

borgesarch.com

916 782 7200

916 773 3037

CVL00431

PLYMOUTH-BELL

ROAD

B 05/21/18100% ZD SUBMITTAL

ANTENNA PLANS

& DETAILS

A-3.1

4' 2' 4' 8'0

3/8"=1'-0"

N

Page 10: AT&T Site ID: SITE NUMBER: CVL00431

1

3/4" = 1'-0"

DC-6 SURGE SUPPRESSION

STANDARD GALVANIZED PIPE MOUNT

11"

11"

9"

2'-3

"

GROUND TO ANTENNA GROUND

BAR OR BUILDING STEEL

DC-6 SURGE SUPPRESSION

MFR STANDARD CLIPS

STANDARD GALVANIZED PIPE MOUNT

MFR STANDARD PIPE MOUNT

HARDWARE

RAYCAP DC6-48-60-18-8F SURGE SUPPRESSION

COLOR: BLACK/SILVER

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

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

DC-6 SURGE SUPPRESSION

FIBER & DC POWER LINES TO RRH

MFR STANDARD PIPE MONT

HARDWARE

THE NUMBER OF

CONNECTORS WILL VARY

BASED ON ANTENNA TYPE.

NOTES

1)

ANTENNA BRACKET

PARTS:

ITEM

2

1

QTY

1

1

1

PIPE MOUNT (TYP)

VALMONT MICROFLECT

PART #B1478 OR

APPROVED EQUAL

DESCRIPTION

2

PANEL ANTENNA (TYP)

VERIFY WITH RF DATA

SHEET

OPTIONAL DOWNTILT

BRACKET

CONTRACTOR TO VERIFY EXACT PARTS LIST

AND ANTENNA INSTALLATION WITH

MANUFACTURERS SPECIFICATIONS AND

CONSTRUCTION MANAGER

DOWNTILT ANTENNA -

REFER TO RF DATA SHEETS

2

3/4" = 1'-0"

ANTENNA MOUNT DETAIL

3 1 1/2" = 1'-0"RRUS-4426

ERICSSON RRUS-4426 REMOTE RADIO UNIT

COLOR: WHITE

DIMENSIONS: 16.5" TALL X 13.4" WIDE X 5.4" DEEP (INCLUDING SUNSHIELD)

WIEGHT: +/- 48.4 LBS. (EXCLUDING MOUNTING HARDWARE)

SIDE VIEW

MFR'S STANDARD MOUNTING BRACKETS

TOP VIEW

MFR'S STANDARDMOUNTINGBRACKETS

P1000 UNISTRUTAS ALTERNATEATTACHMENT

SUNSHIELD

RRUS WITH SUNSHIELD

12" C

LR.

16" C

LR.

P1000 UNISTRUT AS ALTERNATEATTACHMENT

FRONT VIEW

MOUNTING POLE

13.4"

16.5

"

5.8"

7 1 1/2" = 1'-0"RRUS-4415

ERICSSON RRUS-4415 REMOTE RADIO UNIT

COLOR: WHITE

DIMENSIONS: 16.5" TALL X 13.4" WIDE X 5.4" DEEP (INCLUDING SUNSHIELD)

WIEGHT: +/- 46.0 LBS. (EXCLUDING MOUNTING HARDWARE)

SIDE VIEW

MFR'S STANDARD MOUNTING BRACKETS

TOP VIEW

MFR'S STANDARDMOUNTINGBRACKETS

P1000 UNISTRUTAS ALTERNATEATTACHMENT

SUNSHIELD

RRUS WITH SUNSHIELD

12" C

LR.

16" C

LR.

P1000 UNISTRUT AS ALTERNATEATTACHMENT

FRONT VIEW

MOUNTING POLE

13.4"

16.5

"

5.4"

05/21/18

100% ZD Submittal

F.O.G.

T-15515-9

B.K.W.

CVL00431

A02/15/18

90% ZD SUBMITTAL

5001 Executive Parkway

San Ramon, California 94583

PREPARED FOR

Plo

t D

ate

:5

/2

1/2

01

8 4

:2

6:3

5 P

M F

ile

N

am

eT

:\2

01

5\T

-1

55

15

_S

ho

re

2

S

ho

re

_A

T&

T N

SB

\C

VL

00

43

1-9

\C

VL

00

43

1 P

lym

ou

th

(B

ell R

d)\S

he

ets\A

-3

.2

E

qu

ip

me

nt D

eta

ils.d

wg P

lo

tte

d B

y:S

usa

n D

an

ie

ls

REV DESCRIPTIONDATE

SHEET TITLE:

SHEET NUMBER:

CHECKED BY:

DRAWN BY:

PROJECT NO:

IT IS A VIOLATION OF LAW FOR ANY

PERSON, UNLESS THEY ARE ACTING

UNDER THE DIRECTION OF A LICENSED

PROFESSIONAL ENGINEER, TO ALTER

THIS DOCUMENT.

Consultant:

AT&T Site ID:

Licensor:

Issued For:

AT&T SITE NO:

5550 Merrick Road, #302

Massapequa, NY 11758

Architect:

1478 STONE POINT DRIVE, SUITE 350

ROSEVILLE CA 95661

TEL

FAX

borgesarch.com

916 782 7200

916 773 3037

CVL00431

PLYMOUTH-BELL

ROAD

B 05/21/18100% ZD SUBMITTAL

EQUIPMENT

DETAILS

A-3.2

Page 11: AT&T Site ID: SITE NUMBER: CVL00431

NOTE:

PROPOSED AT&T ANTENNA & RADIO EQUIPMENT

TO BE LOCATED INSIDE RF-FRINEDLY FAUX WATER

TOWER, SHOWN DASHED FOR CLARITY

17

1/4" = 1'-0"

PROPOSED EAST ELEVATION

14'-0"

+/- 9'-5"

T.O. (P) WIC

+/- 0'-0"

FINISHED GRADE

15'-6"

(P) FIBER & DC POWER ROUTE

INSIDE TOWER LEG TO

EQUIPMENT

(P) LADDER W/ SAFETY CLIMB

(P) AT&T WIC

(P) AT&T H-FRAME W/ METER,

SERVICE DISCONNECT, CIENA AND

HOFFMAN BOX

(P) 6' WOOD FENCE

(P) 115KW DIESEL GENERATOR

EMERGENCY BACK UP W/ 54

GALLON TANK

Fibe

r Fi

ber

Fibe

r Pw

rPw

rPw

r

(P) AT&T PANEL ANTENNA, (4) PER SECTOR, (12) TOTAL

+/- 36'-0"

TOP OF (P) WATER TOWER

+/- 24'-4"

TOP OF STEEL DECK

(P) RRH (21) TOTAL

(P) ANTENNA SECTOR FRAME

+/- 34'-5"

TOP OF (P) ANTENNAS

(P) DC6 (4) TOTAL

+/- 31'-0"

AT&T RAD CENTER OF (P) ANTENNAS

+/- 16'-11"

TOP OF STEEL DECK

+/- 19'-0"

TOP OF RRH

(P) 90'-0" FAUX WATER TOWER

WITH PAINTED "WEATHERED

RUSTED" DESIGN .

9

1/4" = 1'-0"

PROPOSED WEST ELEVATION

+/- 0'-0"

FINISHED GRADE

+/- 9'-5"

T.O. (P) WIC

NOTE:

PROPOSED AT&T ANTENNA & RADIO EQUIPMENT

TO BE LOCATED INSIDE RF-FRINEDLY FAUX WATER

TOWER, SHOWN DASHED FOR CLARITY

(P) AT&T WIC

(P) AT&T H-FRAME W/ METER,

SERVICE DISCONNECT, CIENA AND

HOFFMAN BOX

(P) 6' WOOD FENCE

(P) 15KW DIESEL GENERATOR

EMERGENCY BACK UP W/ 54

GALLON TANK

14'-0"

15'-6"

(P) FIBER & DC POWER ROUTE

INSIDE TOWER LEG TO

EQUIPMENT

(P) LADDER W/ SAFETY CLIMB

Fibe

r Fi

ber

Fibe

r Pw

rPw

rPw

r

(P) AT&T PANEL ANTENNA, (4) PER SECTOR, (12) TOTAL

+/- 36'-0"

TOP OF (P) WATER TOWER

+/- 24'-4"

TOP OF STEEL DECK

(P) RRH (21) TOTAL

(P) ANTENNA SECTOR FRAME

+/- 34'-5"

TOP OF (P) ANTENNAS

(P) DC6 (4) TOTAL

+/- 31'-0"

AT&T RAD CENTER OF (P) ANTENNAS

+/- 16'-11"

TOP OF STEEL DECK

+/- 19'-0"

TOP OF RRH

(P) 90'-0" FAUX WATER TOWER WITH

PAINTED "WEATHERED RUSTED" DESIGN .

05/21/18

100% ZD Submittal

F.O.G.

T-15515-9

B.K.W.

CVL00431

A02/15/18

90% ZD SUBMITTAL

5001 Executive Parkway

San Ramon, California 94583

PREPARED FOR

Plo

t D

ate

:5

/2

1/2

01

8 4

:2

6:4

6 P

M F

ile

N

am

eT

:\2

01

5\T

-1

55

15

_S

ho

re

2

S

ho

re

_A

T&

T N

SB

\C

VL

00

43

1-9

\C

VL

00

43

1 P

lym

ou

th

(B

ell R

d)\S

he

ets\A

-4

.1

P

ro

po

se

d E

le

va

tio

ns.d

wg P

lo

tte

d B

y:S

usa

n D

an

ie

ls

REV DESCRIPTIONDATE

SHEET TITLE:

SHEET NUMBER:

CHECKED BY:

DRAWN BY:

PROJECT NO:

IT IS A VIOLATION OF LAW FOR ANY

PERSON, UNLESS THEY ARE ACTING

UNDER THE DIRECTION OF A LICENSED

PROFESSIONAL ENGINEER, TO ALTER

THIS DOCUMENT.

Consultant:

AT&T Site ID:

Licensor:

Issued For:

AT&T SITE NO:

5550 Merrick Road, #302

Massapequa, NY 11758

Architect:

1478 STONE POINT DRIVE, SUITE 350

ROSEVILLE CA 95661

TEL

FAX

borgesarch.com

916 782 7200

916 773 3037

CVL00431

PLYMOUTH-BELL

ROAD

B 05/21/18100% ZD SUBMITTAL

ELEVATIONS

A-4.1

1/4"=1'-0"

02'4' 4' 8'0

1/4"=1'-0"

02'4' 4' 8'0

cbyers
Highlight
Page 12: AT&T Site ID: SITE NUMBER: CVL00431

(P) AT&T WIC

9

1/4" = 1'-0"

PROPOSED NORTH ELEVATION

+/- 9'-5"

T.O. (P) WIC

+/- 0'-0"

FINISHED GRADE

NOTE:

PROPOSED AT&T ANTENNA & RADIO EQUIPMENT

TO BE LOCATED INSIDE RF-FRINEDLY FAUX WATER

TOWER, SHOWN DASHED FOR CLARITY

(P) AT&T H-FRAME W/ METER,

SERVICE DISCONNECT, CIENA AND

HOFFMAN BOX

(P) 6' WOOD FENCE

14'-0"

15'-6"

(P) FIBER & DC POWER ROUTE

INSIDE TOWER LEG TO

EQUIPMENT

(P) LADDER W/ SAFETY CLIMB

Fibe

r Fi

ber

Fibe

r Pw

rPw

rPw

r

(P) AT&T PANEL ANTENNA, (4) PER

SECTOR, (12) TOTAL

+/- 36'-0"

TOP OF (P) WATER TOWER

+/- 24'-4"

TOP OF STEEL DECK

(P) RRH (21) TOTAL

(P) ANTENNA SECTOR FRAME

+/- 34'-5"

TOP OF (P) ANTENNAS

(P) DC6 (4) TOTAL

+/- 31'-0"

AT&T RAD CENTER OF (P) ANTENNAS

+/- 16'-11"

TOP OF STEEL DECK

+/- 19'-0"

TOP OF RRH

(P) 90'-0" FAUX WATER TOWER

WITH PAINTED "WEATHERED

RUSTED" DESIGN .

03/21/18

100% ZD Submittal

F.O.G.

T-15515-9

B.K.W.

CVL00431

A02/15/18

90% ZD SUBMITTAL

5001 Executive Parkway

San Ramon, California 94583

PREPARED FOR

Plot D

ate:3/21/2018 3:13:55 P

M F

ile N

am

eT

:\2015\T

-15515_S

hore 2 S

hore_A

T&

T N

SB

\C

VL00431-9\C

VL00431 P

lym

outh (B

ell R

d)\S

heets\A

-4.2 P

roposed E

levations.dw

g P

lotted B

y:T

odd Law

rence

REV DESCRIPTIONDATE

SHEET TITLE:

SHEET NUMBER:

CHECKED BY:

DRAWN BY:

PROJECT NO:

IT IS A VIOLATION OF LAW FOR ANY

PERSON, UNLESS THEY ARE ACTING

UNDER THE DIRECTION OF A LICENSED

PROFESSIONAL ENGINEER, TO ALTER

THIS DOCUMENT.

Consultant:

AT&T Site ID:

Licensor:

Issued For:

AT&T SITE NO:

5550 Merrick Road, #302

Massapequa, NY 11758

Architect:

1478 STONE POINT DRIVE, SUITE 350

ROSEVILLE CA 95661

TEL

FAX

borgesarch.com

916 782 7200

916 773 3037

CVL00431

PLYMOUTH-BELL

ROAD

B 03/21/18100% ZD SUBMITTAL

ELEVATIONS

A-4.2

1/4"=1'-0"

02'4' 4' 8'0

Page 13: AT&T Site ID: SITE NUMBER: CVL00431

EMERGENCY BACKUP

GENERATOR SPECS

A-5

05/21/18

100% ZD Submittal

F.O.G.

T-15515-9

B.K.W.

CVL00431

A02/15/18

90% ZD SUBMITTAL

5001 Executive Parkway

San Ramon, California 94583

PREPARED FOR

Plo

t D

ate

:5

/2

1/2

01

8 4

:4

1:3

8 P

M F

ile

N

am

eT

:\2

01

5\T

-1

55

15

_S

ho

re

2

S

ho

re

_A

T&

T N

SB

\C

VL

00

43

1-9

\C

VL

00

43

1 P

lym

ou

th

(B

ell R

d)\S

he

ets\A

-5

.1

E

me

rg

en

cy B

acku

p G

en

era

to

r S

pe

cs.d

wg

P

lo

tte

d B

y:S

usa

n D

an

ie

ls

REV DESCRIPTIONDATE

SHEET TITLE:

SHEET NUMBER:

CHECKED BY:

DRAWN BY:

PROJECT NO:

IT IS A VIOLATION OF LAW FOR ANY

PERSON, UNLESS THEY ARE ACTING

UNDER THE DIRECTION OF A LICENSED

PROFESSIONAL ENGINEER, TO ALTER

THIS DOCUMENT.

Consultant:

AT&T Site ID:

Licensor:

Issued For:

AT&T SITE NO:

5550 Merrick Road, #302

Massapequa, NY 11758

Architect:

1478 STONE POINT DRIVE, SUITE 350

ROSEVILLE CA 95661

TEL

FAX

borgesarch.com

916 782 7200

916 773 3037

CVL00431

PLYMOUTH-BELL

ROAD

B 05/21/18100% ZD SUBMITTAL

Page 14: AT&T Site ID: SITE NUMBER: CVL00431

05/21/18

100% ZD Submittal

F.O.G.

T-15515-9

B.K.W.

CVL00431

A02/15/18

90% ZD SUBMITTAL

5001 Executive Parkway

San Ramon, California 94583

PREPARED FOR

Plo

t D

ate

:5

/2

1/2

01

8 4

:3

9:5

6 P

M F

ile

N

am

eT

:\2

01

5\T

-1

55

15

_S

ho

re

2

S

ho

re

_A

T&

T N

SB

\C

VL

00

43

1-9

\C

VL

00

43

1 P

lym

ou

th

(B

ell R

d)\S

he

ets\E

-2

P

ow

er S

in

gle

L

in

e D

ia

gra

m, P

an

el S

ch

ed

ule

&

, D

eta

ils.d

wg

P

lo

tte

d B

y:S

usa

n D

an

ie

ls

REV DESCRIPTIONDATE

SHEET TITLE:

SHEET NUMBER:

CHECKED BY:

DRAWN BY:

PROJECT NO:

IT IS A VIOLATION OF LAW FOR ANY

PERSON, UNLESS THEY ARE ACTING

UNDER THE DIRECTION OF A LICENSED

PROFESSIONAL ENGINEER, TO ALTER

THIS DOCUMENT.

Consultant:

AT&T Site ID:

Licensor:

Issued For:

AT&T SITE NO:

5550 Merrick Road, #302

Massapequa, NY 11758

Architect:

1478 STONE POINT DRIVE, SUITE 350

ROSEVILLE CA 95661

TEL

FAX

borgesarch.com

916 782 7200

916 773 3037

CVL00431

PLYMOUTH-BELL

ROAD

B 05/21/18100% ZD SUBMITTAL

POWER SINGLE LINEDIAGRAM, PANEL

SCHEDULE &, DETAILS

E-2

ELECTRICAL INSTALLATION METHODS:

1. This installation shall comply with the currently adopted edition of the

National Electrical Code and with utility company and local code

requirements.

2. Install sufficient lengths of LFMC including all conduit fittings (nuts,

reducing bushings, elbows, couplings, etc) necessary for connection from

IMC or PVC conduit to the interior of the BTS cabinet.

3. Power, control and equipment ground wiring in tubing or conduit shall be

single conductor (#14 AWG and larger), 600V, oil resistant THHN or

THWN-2, Class B stranded copper cable rated for 90 C (wet and dry)

operation; listed or labeled for the location and raceway system used.

4. Cut, coil and tape a 3 foot pigtail from end of LFMC for terminating by

BTS equipment manufacturer.

5. Supplemental equipment ground wiring located indoors shall be single

conductor (#6 AWG and larger), 600V, oil resistant THHN or THWN-2

green insulation, Class B stranded copper cable rated for 90 C (wet and

dry) operation, listed or labeled for the location and raceway system

used.

6. Supplemental equipment ground wiring located outdoors or below grade

shall be single conductor #2 AWG solid, tinned, copper cable.

7. Power and control wiring, not in tubing or conduit, shall be

multi-conductor, Type TC. Cable (#14 AWG and larger), 600V, oil

resistant THHN or THWN-2, Class B, Stranded copper cable rated for 90

C (Wet or Dry) operation, with outer jacket listed or labeled for the

location used.

8. Cables shall not be routed through ladder-style cable tray rungs.

9. Raceway and cable tray shall be listed or labeled for electrical use in

accordance with NEMA, UL, ANSI/IEEE and NEC.

10. New raceway or cable tray shall match the existing installation where

possible.

11. All power and grounding connections shall be crimp style, compression,

wire lugs and wirenuts by Thomas and Betts (or equal). Lugs and

wirenuts shall be rated for operation at no less than 75 C.

12. Each end of every power, grounding and T1 conductor and cable shall be

labeled with color coded insulation or electrical tape. The identification

method shall conform with NEC & OSHA and match existing installation

requirements.

13. All electrical components shall be clearly labeled with engraved

laminated plastic labels. All equipment shall be labeled with their voltage

rating, phase configuration, wire configuration, power or ampacity rating

and branch circuit ID numbers (panelboard and circuit identification).

14. All tie wraps shall be cut flush with approved cutting tool to remove sharp

edges.

15. Rigid nonmetallic conduit (PVC Schedule 40 or PVC Schedule 80) shall

be used underground, direct buried in areas of occasional light vehicle

traffic or encased in reinforced concrete in areas of heavy vehicle traffic.

16. All conduit run above ground or exposed shall be LFMC, IMC or Rigid

Steel.

17. Electrical metallic tubing (EMT) shall be used for concealed indoor

locations.

18. Liquid tight flexible metallic conduit shall be used indoors and outdoors

where vibration occurs or flexibility is needed.

19. Conduit and tubing fittings shall be threaded or compression type and

approved for the location used. Setscrew fittings are not acceptable.

20. Cabinets, boxes and wireways shall be listed or labeled for electrical use

in accordance with NEMA, UL, ANSI/IEEE and NEC.

21. Cabinets, boxes and wireways shall match the existing installation where

possible.

22. Provide necessary tagging on the breakers, cables and distribution

panels in accordance with applicable codes and standards to safeguard

life and property.

23. The subcontractor shall review and inspect the existing facility grounding

system and lightning protection system (as designed and installed) for

strict compliance with the NEC. The site specific lightning protection

code and general compliance with Telcordia and TIA grounding

standards. The subcontractor shall report any violations or adverse

findings to the contractor for resolution.

24. All electrode systems (including telecommunication, radio, lightning

protection and AC power GES's) shall be bonded together at or below

grade by two or more copper bonding conductors in accordance with the

NEC.

25. Perform IEEE fall-of-potential resistance to earth testing (per IEEE 1100

and 81) for new ground electrode systems. The subcontractor shall

furnish and install supplemental ground electrodes as needed to achieve

a test result of 5 ohms or less.

26. Metal raceway shall not be used as the NEC required equipment ground

conductor. Stranded copper conductors with green insulation sized in

accordance with the NEC shall be furnished and installed with the power

circuits to BTS equipment.

27. Each indoor BTS cabinet frame shall be directly connected to the master

ground bar with supplemental equipment ground wires #6 or larger.

28. Exothermic welds shall be used for all grounding connections below

grade.

29. Approved antioxidant coatings (i.e. conductive gel or paste) shall be used

on all compression and bolted ground connections.

30. ICE bridge bonding conductors shall be exothermically bonded or bolted

to the bridge and the tower ground bar.

31. Surfaces to be connected to ground conductors shall be cleaned to a

bright surface at all connections.

32. Exposed ground connections shall be made with compression

connectors which are then bolted to equipment using stainless steel

hardware. Installation torque shall be per manufacturer's requirements.

33. DC power cables shall be Cobra COP-FLEX 2000, Flexible Class B or

approved equal.

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 APPEAR ASPART OF THESE DRAWINGS IF NOT REQUIRED.

11 N.T.S.SINGLE LINE DIAGRAM

13 N.T.S.ABBREVIATIONS

UTILITY120/240V, 1PH, 3W

LEGEND:MI = MECHANICAL INTERLOCKRU = RELAY TO MONITOR UTILITY POWERRG = RELAY TO MONITOR GENERATOR POWER

200A, 1 PHASEGENERATOR CAMLOKINTERFACE PANEL

DISTRIBUTION PANEL200 AMP, 1 PHASE, 120/240V TRANSFER DEVICE,30 POSITION LOAD CENTER,20 AMP GFI RECEPTACLE,AC SURGE ARRESTOR WITH ALARMS,

CIENA

#2 AWG GROUND

MI

RU

N

TELEPHONE COMPANY SERVICE

G

FIBER BOX

2" C

2" C (3) #3/0, (1) #2 GROUND

SURGE ARRESTER

30/2

#2 GROUNDING ELECTRODECONDUCTOR TO GROUND RING

#2 AWG SUPPLEMENTAL, EQUIPMENTGROUND CONDUCTOR TO GROUND BAR.

GROUND RING

#2 BOND TO GROUND RING

MASTER GROUND BAR

EMERSONDC POWER

RACK

DUW/DULRACK w/

SURGESUPPRESSION 48V DC

CABLE ASREQUIRED

EXOTHERMIC WELD

TRANSPORTRACK

w/ SIAD48V DCCABLE ASREQUIRED

NOTE:FOR GROUNDING SYSTEM SEESHEET G-1

RRU-48VDC

48V DCCABLE ASREQUIRED

2" C TYPICAL WITH(3) 4 PAIR CAT 5 STP FORTELCO SERVICE(1) 26 CONDUCTOR EXTERNALALARM CABLE

SEE PLAN FORNUMBER OF RUNS

SEE PANEL SCHEDULE FOR BREAKERSAND LOADS.

#2 GROUNDING ELECTRODE, #2BOND TO GROUNDING ROD

TO GROUND RING

200/2 - TYPICAL OF 2 BREAKERS

200A, 1 PHASE 15KW 822-100-D-15DC POLAR DIESEL GENERATOR

200/2

(2) 500MCM (MINIMUM) (1 PERPOLARITY) CABLES FOR DCGENERATOR IN 1" CONDUIT

#2 TINNED BCW GROUNDGENERATOR CHASSIS TOGROUND RING BELOW

30/2

30/2

AGC

MMETER ANDMAIN BREAKERw/ GFCI OUTLET

(1) 1" C(3) #8 THWN CU (1)#10 GROUND

350A DC CB ASSY IN -48V LEG

(2) 500MCM FLEX GRAY (1 PERPOLARITY) CABLES FOR DCGENERATOR

9 N.T.S.WIC A/C PANEL SCHEDULE

NOTES:

1. ALL WIRE TO BE #12 THHN/THWN UNLESS NOTEDOTHERWISE.

COLOR CODE:· AO = BLACK· BO = RED· NEUTRAL = WHITE· GROUND = GREEN

2. ALL WORK TO CONFORM TO N.E.C. LATEST STATEADOPTED EDITION.

3. LABEL SERVICE DISCONNECT WITH A RED TAG.

4. SWITCH LEG CONDUCTORS SHALL BE THE SAMECOLOR AS CIRCUIT CONDUCTORS.

5. PULL WIRES TO END OF FLEXIBLE NONMETALLICCONDUIT. COIL 3'-0" AT END OF FLEXIBLENONMETALLIC CONDUIT & TAG.

6. PULL ONE GROUND CONDUCTOR PER FLEXIBLENONMETALLIC CONDUIT. FOR ALL OTHER CIRCUITSPULL A SEPARATE CONDUCTOR.

7. ALL GFCI RECEPTACLES TO HAVE A DEDICATEDGROUND WIRE.

8. EQUIPMENT TERMINATION LUGS AND CONDUCTORSARE RATED AT A MINIMUM OF 75°C.

KEY:

= PHOTOCELL

= MOTION DETECTOR

PCM-#

= CONDUIT GROUND

= NON-DEDICATED GROUND

= DEDICATED GROUND(#)= ISOLATED GROUND<#>

PANEL DESIGNATION: ELECTRICAL PANEL (ITEM 1)

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

SHELF 1 & SHELF 3 - PCU #11357911131517192123252729

7.600 6.600SUBTOTALCONTINUOUS

SUBTOTALNON-CONTINUOUS

SUBTOTALSUB-PANEL

-

- -

-

LOAD

UNITKVAQ

TY.

1111

1.0001

11

111

1.000

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

X

X

X

X

BLKREDBLKREDBLKREDBLKREDBLKREDBLKREDBLKREDBLK

WIR

E SI

ZE

8

8

8

8

12

(10) 30

(10) 30

(10) 30

(10) 20

12 20

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

BLKREDBLKREDBLKREDBLKREDBLKREDBLKREDBLKREDBLK

X

30 (10) 8

SUBTOTALCONTINUOUS

SUBTOTALNON-CONTINUOUS

SUBTOTALSUB-PANEL

3.00

.72 .72

- -

1.000

1111

TOTAL KVACONTINUOUS x 1.25

TOTAL KVANON-CONTINUOUS

TOTAL KVA SUB-PANEL

TOTAL KVATOTAL AMPS

2468

1012141618202224262830

25.25

1.44

26.69111.20

-

1.0001.0001.0001.0001.000

1.000

1.0001.000

1.0001.000

1.000

1.000

X

SPACESPACESPACESPACE

SPACE

20 12 12 .72 0.180 EXTERIOR FLOOD LIGHTSAPPLIANCE OUTLETS

1HVAC #1 3.6

3.63.6

3.6X

20 12 12 .72 0.180 EXT GFCI OUTLET1

SPACESPACE

SPACESPACE

SPACESPACESPACESPACE

1.000 11.000 1

1.000

SHELF 1 & SHELF 3 - PCU #3

SHELF 2 & SHELF 4 - PCU #1

SHELF 1 & SHELF 3 - PCU #4

SHELF 1 & SHELF 3 - PCU #2

1.0001.000

1.0001.000

1.0001.0001.0001.000

SHELF 2 & SHELF 4 - PCU #21

30 (10) 8 X

30 (10) 8 X

X

3.00

==

PT

14 3/4" = 1'-0"UTILITY TRENCH DETAIL

COOPER B-LINE DB30 ( FOR 24" TRAY )TRAY SUPPORT. INSTALL @ 4'-0" O.C..ADHERE TO ROOF WITH COMPATIBLEE.D.P.M. SEALANT. OR PVC MICROFLECT25756 OR EQUAL ROOFING MASTIC TOPREVENT MOVEMENT.PRESSURE TREATED WOOD ALTERNATE: 4 X 4 X 30 FOR 24" TRAY 4 X 4 X 18 FOR 12" TRAY 4 X 4 X 12 FOR 6" TRAY

NOTE:WHEN CABLE TRAY COVERS ARE SPECIFIED, THEY SHALL BE INSTALLED IN ACCORDANCE WITHMANUFACTURERS INSTALLATION PROCEDURES AND INSTRUCTIONS FOR 'HIGH WINDCONDITIONS'. THIS INCLUDES CONNECTOR TYPE AND SPACING.

PER PLAN

CABLE TRAY COVER

PROVIDE EDGE PROTECTION ATALL EXPOSED EDGES

PROVIDE SOLID BOTTOM TRAYAT GRADE

N0TES:1. RUN #2 AWG BCW GROUND CONDUCTOR

ALONG OUTSIDE OF CABLE TRAY PER ELEC. ANDGROUNDING AT BOTH ENDS

2. CABLE TRAYS SHALL BE FREE OF SHARP OBJECTSAND BURRS WHICH COULD INJURE CABLES.COVERS SHOULD BE FASTENED USING HOLDDOWN CLIPS. SHEET METAL SCREWS ARE NOTACCEPTABLE.

3. PROVIDE HURRICANE / WIND CLAMPS EACHSIDE, EACH SUPPORT BLOCK

#2 AWG GREENINSULATED GROUNDINGJUMPER. CONNECT TOALL CABLE TRAYCONNECTIONS WITHMECHANICALCONNECTIONS

HURRICANE /WIND CLAMPSFASTENED TOUNISTRUT WITH 3/8"X 1-1/4" LONGMACHINE BOLTSTO SPRING NUT.

RUNGS @ 9" O.C., 4" LOADINGDEPTH. SUPPORT CABLES WITHTIE-WRAPS OR STAINLESS STEEL

CLAMPS (THREE CLAMPS EVERY12' TRAY SECTION)

13 3/4" = 1'-0"HORIZONTAL CABLETRAY

ATT

PWR

OUT

CA

RRIE

R

FTP / OPN

PWR IN CONDUIT

GND

ATT

FIB

ERIN PW

R

OUT

GN

D

24"

24"

8"

1. 24"X24"X8" BOX MOUNTED NEXT TO OR BELOW EQUIPMENTLOCATION.2. 3/4 " BACKBOARD IN BOX3. POWER LEADS MUST BE IN FLEX CONDUIT4. 6"X6"X4" PLASTIC BOX MOUNTED ON RIGHT SIDE OF BACKBOARD5. TERMINATION BLOACK TO BE PLACED IN 6X6 WITH FUSE6. RUN GROUND WIRE ALONG OUTSIDE EDGE ON RIGHT SIDE OFBOX. MOVE GROUNDING BUSS TO RIGHT SIDE IF NECESSARY.7. STUB OUT FLEX CONDUIT FROM TOPOF BOX TO MATCH 3931CONDUIT POORTS.STUBS SHOULD BE 10 TO 12 INCHES IN LENGTH.8. CARRIER WILL TERMINATE P[OWER ON ONE SIDE OF TERMINATIONBLOCK. AT&T WILL TERMINATE ON THEIR SIDE, AND POP IN FUSE9. FUSE SHOULD BE LEFT IN BOX PRIOR TO TURN UP

NOTES:

CIENA 3931 OR UAM

NTSAT&T TELCO PULL CAN

PATCH & MATCHEXISTING SURFACE FINISH GRADE

COMPACTED BASE FILL &FINISH AS NEEDED (95%COMPACTION MIN .)

SAND BACKFILL

NATIVE BACKFILL

24"MIN

3"MIN

3"MIN

12" MIN.

24" TYP.COMMUNICATIONPOWER

LEGEND

P

T

3

DISCONNECT2" C (3) #3/0, (1) #2 GROUND

(1) 4" SCH. 80 C, (1)#300, TYP. OF (3)