d:aaa - shift companiesaaa - crown castleaaa ... · 1:1 @ 24"x36"; 1:2 @...

9
RELEASE DATE RECORD DRAWINGS ISSUE DATE: PROJECT NAME HUB AREA IN HOUSE DRAWN BY: CHECKED BY: PAGE SHIFT JOB NUMBER THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. PLAN CHECK # CASE # PLOT SCALE: NODE ADDRESS 1:1 @ 24"x36"; 1:2 @ 11"x17" SHEET TITLE PROJECT NAME: PROJECT TYPE: SHEET NUMBER NODE #(s): REVISIONS DATE NO. SUBMITTAL COMMENT Shift Companies, LLC PROJECT ADDRESS: CROWN CASTLE Shift Companies, LLC 3334 N. 20TH ST. PHOENIX, ARIZONA 85016 ph: 480.264.0829 fax: 480.264.0163 CROWN CASTLE 695 RIVER OAKS PARKWAY SAN JOSE, CA 95134 NODE NUMBER CUSTOMER NODE ID#: COORDINATES: HUB AREA: CROWN CASTLE BILLING / SCU#: 5/28/2020 8:17:52 AM D:\AAA - Shift Companies\AAA - Crown Castle\AAA - California\San Francisco 58\Sites\SFB-005.rvt 08.22.19 MB RA 150601 SAN FRANCISCO BAY EXPANSION - 58 SITES TITLE SHEET T1.1 SAN FRANCISCO BAY EXPANSION - 58 SITES SF36XC052 1 EXIST. PG&E-OWNED WOOD JPA POLE SFB005m2 08.22.19 1ST SUBMITTAL OF 9 SFB005m2 44 SIMMS ST., SAN RAFAEL, CA 94901 44 SIMMS ST., SAN RAFAEL, CA 94901 LAT: 37.95789, LONG: -122.506809 SF36XC052 479646 OVERALL NODE LOCATION MAP PROJECT TEAM ARCHITECT PROJECT DESCRIPTION THIS PROJECT WILL CONSIST OF ADDING A NEW POLE-TOP CANISTER ANTENNA AND A SIDE-MOUNTED EQUIPMENT CHASSIS TO THE EXISTING POLE. THE EQUIPMENT CHASSIS WILL CONTAIN THE FOLLOWING: (1) NEW RADIO UNIT (1) FIBER ENCLOSURE BOX (1) ELECTRICAL LOAD CENTER / DISTRIBUTION PANEL (1) ELECTRICAL POWER METER PROJECT SUMMARY JURISDICTION: SAN RAFAEL PUBLIC WORKS 111 MORPHEW ST. SAN RAFAEL, CA 94901 PH: 415.485.3355 HANDICAPPED REQUIREMENTS: -FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. -HANDICAPPED ACCESS REQUIREMENTS ARE NOT REQUIRED. APPLICANT: CROWN CASTLE 695 RIVER OAKS PARKWAY SAN JOSE, CA 95134 CODES: GENERAL ORDER (GO) 95, RULE 94 2012 INTERNATIONAL BUILDING CODE (IBC) 2014 NATIONAL ELECTRICAL CODE (NEC) Company: Address: Contact: Phone Number: Fax Number: SHIFT CONSULTING 3334 N. 20TH ST. PHOENIX, AZ 85016 480.264.0829 480.264.0163 CHRIS MYERS N OWNER INFO Company: Address: Contact: Phone Number: Fax Number: CROWN CASTLE 695 RIVER OAKS PARKWAY SAN JOSE, CA 95134 707.756.2030 JOHN GRIFFITHS STRUCTURAL Company: Address: Contact: Phone Number: Fax Number: STRUKTUR STUDIO, LLC 480.425.2250 480.425.2225 DAVID LUNENG RF ENGINEER Company: Address: Contact: Phone Number: Fax Number: CROWN CASTLE 695 RIVER OAKS PARKWAY SAN JOSE, CA 95134 408.468.5546 ERNESTO FIGUEROA PLUMBING REQUIREMENTS: FACILITY HAS NO PLUMBING POWER COMPANY: PACIFIC GAS AND ELECTRIC (PG&E) 1525 N. GRANITE REEF RD., STE. 9 SCOTTSDALE, AZ 85257 SF90XS2H0 T1.1-Sheet Index Sheet # Sheet Description Page T1.1 TITLE SHEET 1 A1.1 SITE PLAN 2 A1.2 POLE ELEVATIONS / PHOTO SIMS, PROPOSED 3 A1.3 UTILITY POLE SITE SURVEY 4 A1.4 PHOTO SIMULATIONS 5 D1.1 CONSTRUCTION DETAILS 6 D1.2 ELECTRICAL DETAILS 7 D1.3 EQUIPMENT SPECIFICATIONS 8 D1.4 PGE EQUIPMENT SHUT-DOWN PROCEDURE 9

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Page 1: D:AAA - Shift CompaniesAAA - Crown CastleAAA ... · 1:1 @ 24"x36"; 1:2 @ 11"x17" sheet title project name: project type: sheet number node #(s): revisions no. date submittal comment

RELEASE

DATE

RECORD DRAWINGS ISSUE DATE:

PROJECT NAME

HUB AREA

IN HOUSE

DRAWN BY:

CHECKED BY:

PAGE

SHIFT JOB NUMBER

THIS DRAWING IS COPYRIGHTED AND ISTHE SOLE PROPERTY OF THE OWNER. IT ISPRODUCED SOLELY FOR USE BY THEOWNER AND ITS AFFILIATES.REPRODUCTION OR USE OF THIS DRAWINGAND/OR THE INFORMATION CONTAINED INIT IS FORBIDDEN WITHOUT THE WRITTENPERMISSION OF THE OWNER.

PLA

N C

HE

CK

#C

AS

E #

PLOT SCALE:

NODE ADDRESS

1:1 @ 24"x36"; 1:2 @ 11"x17"

SHEET TITLE

PROJECT NAME:

PROJECT TYPE:

SHEET NUMBER

NODE #(s):

REVISIONS

DATENO.

SUBMITTAL

COMMENT

Shift Companies, LLC

PROJECT ADDRESS:

CROWN CASTLE

Shift Companies, LLC3334 N. 20TH ST.PHOENIX, ARIZONA 85016ph: 480.264.0829fax: 480.264.0163

CROWN CASTLE695 RIVER OAKS PARKWAYSAN JOSE, CA 95134

NODE NUMBER

CUSTOMER NODE ID#:

COORDINATES:HUB AREA:

CROWN CASTLE BILLING / SCU#:

5/2 8

/20 2

0 8:

17:5

2 A

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08.22.19

MB

RA150601

SAN FRANCISCO BAYEXPANSION - 58 SITES

TITLE SHEET

T1.1

SAN FRANCISCO BAY EXPANSION - 58 SITES

SF36XC052

1

EXIST. PG&E-OWNED WOOD JPA POLE

SFB005m2

08.22.19 1ST SUBMITTAL

OF 9

SFB005m2

44 SIMMS ST., SANRAFAEL, CA 94901

44 SIMMS ST., SAN RAFAEL, CA 94901

LAT: 37.95789, LONG: -122.506809SF36XC052

479646OVERALL NODE LOCATION MAPPROJECT TEAM

ARCHITECT

PROJECT DESCRIPTION

THIS PROJECT WILL CONSIST OF ADDING A NEW POLE-TOP CANISTER ANTENNA AND A SIDE-MOUNTED EQUIPMENT CHASSIS TO THE EXISTING POLE.THE EQUIPMENT CHASSIS WILL CONTAIN THE FOLLOWING:(1) NEW RADIO UNIT(1) FIBER ENCLOSURE BOX(1) ELECTRICAL LOAD CENTER / DISTRIBUTION PANEL(1) ELECTRICAL POWER METER

PROJECT SUMMARY

JURISDICTION:SAN RAFAEL PUBLIC WORKS111 MORPHEW ST.SAN RAFAEL, CA 94901PH: 415.485.3355

HANDICAPPED REQUIREMENTS:-FACILITY IS UNMANNED AND NOT FORHUMAN HABITATION.

-HANDICAPPED ACCESSREQUIREMENTS ARE NOT REQUIRED.

APPLICANT:CROWN CASTLE695 RIVER OAKS PARKWAYSAN JOSE, CA 95134

CODES:GENERAL ORDER (GO) 95, RULE 94

2012 INTERNATIONAL BUILDING CODE (IBC)

2014 NATIONAL ELECTRICAL CODE (NEC)

Company:Address:

Contact:

Phone Number:Fax Number:

SHIFT CONSULTING3334 N. 20TH ST.PHOENIX, AZ 85016

480.264.0829480.264.0163CHRIS MYERS

N

OWNER INFO

Company:Address:

Contact:

Phone Number:Fax Number:

CROWN CASTLE695 RIVER OAKS PARKWAYSAN JOSE, CA 95134

707.756.2030

JOHN GRIFFITHS

STRUCTURAL

Company:Address:

Contact:

Phone Number:Fax Number:

STRUKTUR STUDIO, LLC

480.425.2250480.425.2225DAVID LUNENG

RF ENGINEER

Company:Address:

Contact:

Phone Number:Fax Number:

CROWN CASTLE695 RIVER OAKS PARKWAYSAN JOSE, CA 95134

408.468.5546

ERNESTO FIGUEROA

PLUMBING REQUIREMENTS:FACILITY HAS NO PLUMBING

POWER COMPANY:PACIFIC GAS AND ELECTRIC (PG&E)

1525 N. GRANITE REEF RD., STE. 9SCOTTSDALE, AZ 85257

SF90XS2H0

T1.1-Sheet Index

Sheet # Sheet Description Page

T1.1 TITLE SHEET 1A1.1 SITE PLAN 2A1.2 POLE ELEVATIONS / PHOTO SIMS, PROPOSED 3A1.3 UTILITY POLE SITE SURVEY 4A1.4 PHOTO SIMULATIONS 5D1.1 CONSTRUCTION DETAILS 6D1.2 ELECTRICAL DETAILS 7D1.3 EQUIPMENT SPECIFICATIONS 8D1.4 PGE EQUIPMENT SHUT-DOWN PROCEDURE 9

Page 2: D:AAA - Shift CompaniesAAA - Crown CastleAAA ... · 1:1 @ 24"x36"; 1:2 @ 11"x17" sheet title project name: project type: sheet number node #(s): revisions no. date submittal comment

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SIMMS

STREET

DO

DIE

STR

EET

RO

W55'-0"

4'-10"

1'-8"R

OA

DW

AY

VAR

IES

(44'-8" @ TH

IS LO

CA

TION

)

39'-6"

BUILDING

BUILDING

LOADINGAREA

PARKINGAREA CHAIN-LINK FENCE

DR

IVEW

AY

DRIV

EW

AY

OVERHEAD UTILITYLINES, TYP.

SUBJECT POLE:

SFB005m2

A1.1

8

RIGHT-OF-WAY

4'-10"

1'-8"

EXISTINGWOOD UTILITYPOLE

RADIOEQUIPMENT

ANTENNA MOUNTEDON STAND-OFF ARM

OVERHEAD UTILITYLINES, TYP.

SIMMS

STREET

LANDSCAPEAREA

WALKWAY

2FT HIGH RETENTION /LANDSCAPE WALL, TYP.

RELEASE

DATE

RECORD DRAWINGS ISSUE DATE:

PROJECT NAME

HUB AREA

IN HOUSE

DRAWN BY:

CHECKED BY:

PAGE

SHIFT JOB NUMBER

THIS DRAWING IS COPYRIGHTED AND ISTHE SOLE PROPERTY OF THE OWNER. IT ISPRODUCED SOLELY FOR USE BY THEOWNER AND ITS AFFILIATES.REPRODUCTION OR USE OF THIS DRAWINGAND/OR THE INFORMATION CONTAINED INIT IS FORBIDDEN WITHOUT THE WRITTENPERMISSION OF THE OWNER.

PLA

N C

HE

CK

#C

AS

E #

PLOT SCALE:

NODE ADDRESS

1:1 @ 24"x36"; 1:2 @ 11"x17"

SHEET TITLE

SHEET NUMBER

REVISIONS

DATENO.

SUBMITTAL

COMMENT

Shift Companies, LLC

CROWN CASTLE

Shift Companies, LLC3334 N. 20TH ST.PHOENIX, ARIZONA 85016ph: 480.264.0829fax: 480.264.0163

CROWN CASTLE695 RIVER OAKS PARKWAYSAN JOSE, CA 95134

NODE NUMBER

5/2 8

/20 2

0 8:

17:3

4 A

MD

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Co

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58\

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05.r

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08.22.19

MB

RA150601

SAN FRANCISCO BAYEXPANSION - 58 SITES

SITE PLAN

A1.1

SF36XC052

2

08.22.19 1ST SUBMITTAL

OF 9

SFB005m2

44 SIMMS ST., SANRAFAEL, CA 94901

37.95789

-122.506809

EXIST. PG&E-OWNED WOODJPA POLE

SFB005m2

20OVERALL SITE PLAN 1/2" = 1'-0" 8EQUIPMENT AND ANTENNA PLAN

N N

SUBJECT POLE:

GPS COORDINATES:

LAT:

LONG:

ANTENNA RAD CENTER:

POLE TYPE:

SUBJECT POLE IS LOCATED IN:

POLE ID #:

1" = 10'-0"20100 5

CALL TWO WORKING DAYSBEFORE YOU DIG.

THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE AND REPLACE, ATTHEIR COST, ANY AND ALL DAMAGED PAVEMENT, SIDEWALK, CURB ANDGUTTER OUTSIDE THE PAY LIMIT, DAMAGE DUE TO THEIR ACTIVITIES ONTHE PROJECT. THIS INCLUDES, BUT IS NOT LIMITED TO THE REMOVAL ANDREPLACEMENT OF NEWLY CRACKED, THE REMOVAL AND REPLACEMENTOF EXISTING CRACKS WHERE THE CRACKS HAVE BEEN ENLARGED DUE TOTHE CONTRACTORS OPERATIOINS, THE REMOVAL AND REPLACEMENT OFDEFORMED PAVEMENT, CURB AND GUTTTER, SIDEWALK, ETC.. ALL SAWCUTS USED FOR THE REMOVAL OF THESE ITEMS SHALL BEPERPENDICULAR AND PARALLEL TO THE CENTERLINE CONTROLLING THATITEM, OR AT THE DISCRETION OF THE CITY INSPECTOR.

RIGHT-OF-WAY USE PERMIT SHALL BE OBTAINED BY CONTRACTOR PRIOR TOCOMMENCING WORK.

ALL DISTURBED LANDSCAPING SHALL BE REPLACED TO SIMILAR EXISTINGCONDITION.

ANY SIDEWALK CLOSURE SHALL BE COORDINATED WITH THE CITY ANDPROPER SIGNAGE WILL BE PLACED.

NO MATERIALS OR EQUIPMENT SHALL BE STORED ON PRIVATE PROPERTYOR BLOCK ACCESS TO PRIVATE PROPERTY.

CLEANUP OF THE WORK AREA WILL BE COMPLETED EACH EVENING ANDTHE PROJECT AREA WILL BE RETURNED TO EXISTING CONDITION AT THECOMPLETION OF CONSTRUCTION AT EACH NODE LOCATION.

ALL WORK TO BE CONDUCTED IN CITY RIGHT OF WAY, U.N.O.

TEMPORARY LIGHTING WILL BE COORDINATED WITH CITY AND PROVIDEDWHENEVER EXISTING LIGHTING IS REMOVED OR UNAVAILABLE ASREQUIRED.

ALL WORK TO COMPLY WITH OSHA AND CITY GUIDELINES.

9.

8.

7.

6.

5.

4.

3.

2.

1.

SCALE: NTSGENERAL PROJECT NOTES 1

RIGHT-OF-WAY

CENTER LINE

PROPERTY LINE

FIBER

GAS

STORM DRAIN

POWER

SANITARY SEWER

WATER

LIGHT CIRCUIT POWER

SDSD

SS

WW

PP

GG

FF

PP

OVERHEAD POWER LINEOHEOHE

SCALE: NTS 9ABBREVIATIONS AND SYMBOLS

3

8A-2

1A-1

A01

##°

17A-3

A.5

DETAIL REFERENCE

REVISION

KEY NOTE

ELEVATION REFERENCE

PHOTOSIM REFERENCE

ANTENNA AZIMUTH

SECTION REFERENCE

ELEVATION MARKER

EXISTING TREE

EXISTING BUSH / SHRUB

26' - 9" A.F.G.

102233324

CITY OF SAN RAFAEL R.O.W.

ANTENNA AZIMUTHS

OMNI: 360°

Page 3: D:AAA - Shift CompaniesAAA - Crown CastleAAA ... · 1:1 @ 24"x36"; 1:2 @ 11"x17" sheet title project name: project type: sheet number node #(s): revisions no. date submittal comment

NOTE:SEE CONTEXTUALELEVATION DETAIL20/A1.3 FOR ADDITIONALCLEARANCEINFORMATION

FIN. GRADE0"

STREET

HGT. SECONDARY POWER34' - 6"

T.O. POLE42' - 10"

HGT. PRIMARY POWER41' - 1"

HGT. TELCO21' - 2"

HGT. PRIMARY POWER39' - 4"

HGT. PRIMARY POWER44' - 1"

EXIST.TELCODROP

EXIST. GUYSTRAND

EXIST.SECONDARYPOWER DROP

FIN. GRADE0"

STREET

HGT. SECONDARY POWER34' - 6"

T.O. POLE42' - 10"

HGT. PRIMARY POWER41' - 1"

HGT. TELCO21' - 2"

HGT. PRIMARY POWER39' - 4"

HGT. PRIMARY POWER44' - 1"

EXIST.TELCODROP

EXIST. GUYSTRAND

EXIST.SECONDARYPOWER DROP

RF NOTICE SIGN -SEE DETAIL 5/D1.1

PROPOSED METERSOCKET - MODEL MUSTBE PGE APPROVED

PROPOSED POWERDISCONNECT

FIBER PANELENCLOSURE

RF EQUIPMENT: AIRSPANAH4400 B41 2x20W - SEEDETAIL 10/D1.3

2" SCH. 80 PVC CONDUIT FORCOAX - ATTACHED TO WOODPOLE WITH STRAPS @ 24" O.C.MAX

EXIST. CLIMBINGSTEPS, TYP.

EXIST. CLIMBINGSTEPS, TYP.

EXIST. RETENTION WALL

1'-2 1/2"

ANTENNA RAD. CENTER26' - 9"

CLR

. RE

Q'D

.

2'-0

"24

" MIN

.

(72"

MIN

. CLE

AR

AN

CE

RE

Q'D

.)

6'-9

"

2" SCH. 80 PVCCONDUIT FOR POWER(#2 WIRE) - ATTACHEDTO WOOD POLE WITHSTRAPS @ 24" O.C. MAX

PROPOSED ANTENNAAND MOUNTING KIT -SEE DETAIL 20/D1.1

7'-3

"

RF CAUTION SIGN -SEE DETAIL 1/D1.1

7'-6

"8'-8

5/8

"

9'-1

1 5/

8"

11'-2

5/8

"

13'-1

3/8

"

8'-0

"7'

-4"

24'-6

"

26'-9

"

27'-9

"

32'-6

"

FIN. GRADE0"

HGT. SECONDARY POWER34' - 6"

T.O. POLE42' - 10"

HGT. PRIMARY POWER41' - 1"

HGT. TELCO21' - 2"

HGT. PRIMARY POWER39' - 4"

HGT. PRIMARY POWER44' - 1"

EXIST. GUYSTRAND

RETENTION WALL

EXIST. CLIMBINGSTEPS, TYP.

HGT. TELCO DROP22' - 6"

HGT. TELCO DROP22' - 6"

SECONDARYPOWER

2" SCH. 80 PVC CONDUITFOR COAX - ATTACHED TOWOOD POLE WITH STRAPS@ 24" O.C. MAX (ONOPPOSITE SIDE OF POLE)

PROPOSED ANTENNAAND MOUNTING KIT ONOPPOSITE SIDE OF POLE-SEE DETAIL 20/D1.1

2" SCH. 80 PVC CONDUIT FORPOWER (#2 WIRE) -ATTACHED TO WOOD POLEWITH STRAPS @ 24" O.C. MAX

POINT OF CONNECTION WITHWEATHERHEAD

FIN. GRADE0"

HGT. SECONDARY POWER34' - 6"

T.O. POLE42' - 10"

HGT. PRIMARY POWER41' - 1"

HGT. TELCO21' - 2"

HGT. PRIMARY POWER39' - 4"

HGT. PRIMARY POWER44' - 1"

EXIST. GUYSTRAND

RETENTION WALL

EXIST. CLIMBINGSTEPS, TYP.

HGT. TELCO DROP22' - 6"

SECONDARYPOWER

PROPOSED METERSOCKET - MODEL MUSTBE PGE APPROVED

PROPOSED POWERDISCONNECT

#6 Cu GROUND WIRECOVERED IN WOODMOULDING

GROUND ROD -SEE DETAIL 9/E1.1

FIBER PANELENCLOSURE

RF EQUIPMENT: AIRSPANAH4400 B41 2x20W - SEEDETAIL 10/D1.3

7'-6

"8'-8

5/8

"

9'-1

1 5/

8"

11'-2

5/8

"

13'-1

3/8

"

8'-0

"7'

-4"

24'-6

"

32'-7

1/4

"

NOTE:SEE CONTEXTUALELEVATION DETAIL20/A1.3 FOR ADDITIONALCLEARANCEINFORMATION

(E) WOOD UTILITYPOLE

PROPOSED CANISTERANTENNA ABOVE

PROPOSED POLE-MOUNTED RADIOEQUIPMENT

FACE OF CURB

POLE WILL BE STEPPED ACCORDING TOGO 95 STANDARDS FOR CLIMBING SPACE

12:00

6:00

3:009:00

-REMOTE EQUIPMENT AT 12:00-ANTENNA AT 6:00-(1) 2" CROWN CASTLE CONDUIT AT 11:00-(1) 2" POWER CONDUIT AT 1:00

PROPOSED 2"COMM. CONDUIT

PROPOSED 2" RISERFOR POWER

RELEASE

DATE

RECORD DRAWINGS ISSUE DATE:

PROJECT NAME

HUB AREA

IN HOUSE

DRAWN BY:

CHECKED BY:

PAGE

SHIFT JOB NUMBER

THIS DRAWING IS COPYRIGHTED AND ISTHE SOLE PROPERTY OF THE OWNER. IT ISPRODUCED SOLELY FOR USE BY THEOWNER AND ITS AFFILIATES.REPRODUCTION OR USE OF THIS DRAWINGAND/OR THE INFORMATION CONTAINED INIT IS FORBIDDEN WITHOUT THE WRITTENPERMISSION OF THE OWNER.

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PLOT SCALE:

NODE ADDRESS

1:1 @ 24"x36"; 1:2 @ 11"x17"

SHEET TITLE

SHEET NUMBER

REVISIONS

DATENO.

SUBMITTAL

COMMENT

Shift Companies, LLC

CROWN CASTLE

Shift Companies, LLC3334 N. 20TH ST.PHOENIX, ARIZONA 85016ph: 480.264.0829fax: 480.264.0163

CROWN CASTLE695 RIVER OAKS PARKWAYSAN JOSE, CA 95134

NODE NUMBER

5/2 8

/20 2

0 8:

17:3

7 A

MD

:\A

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05.r

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08.22.19

MB

RA150601

SAN FRANCISCO BAYEXPANSION - 58 SITES

POLE ELEVATIONS /PHOTO SIMS,PROPOSED

A1.2

SF36XC052

3

08.22.19 1ST SUBMITTAL

OF 9

SFB005m2

44 SIMMS ST., SANRAFAEL, CA 94901

20SCALE: 3/8" = 1'-0"16SCALE: 3/8" = 1'-0"16SCALE: 3/8" = 1'-0"16SCALE: 3/8" = 1'-0"

5SCALE: N.T.S.POLE RISER PLAN

EXISTING POLE WIDTH =

EXISTING POLE CLASS =

EXISTING POLE HEIGHT =

EXISTING POLE TYPE =

1SCALE: N.T.S.POLE INFORMATION

EXISTING POLE OWNER =

POLE ELEVATION - EXISTING (LOOKING SOUTH) POLE ELEVATION - PROPOSED (LOOKING SOUTH)POLE ELEVATION - PROPOSED (LOOKING EAST)POLE ELEVATION - EXISTING (LOOKING EAST)

TOP: 10" DIA.,

4

42' - 10"

EXIST. PG&E-OWNED WOOD JPA POLE

PG&E

BOTTOM: 1' - 2" DIA.

Page 4: D:AAA - Shift CompaniesAAA - Crown CastleAAA ... · 1:1 @ 24"x36"; 1:2 @ 11"x17" sheet title project name: project type: sheet number node #(s): revisions no. date submittal comment

EXISTING BUILDING

(E) FACE OF RETENTION WALL

PROPERTY LINE

FIN. GRADE0"

HGT. SECONDARY POWER34' - 6"

T.O. POLE42' - 10"

HGT. PRIMARY POWER41' - 1"

HGT. TELCO21' - 2"

HGT. PRIMARY POWER39' - 4"

HGT. PRIMARY POWER44' - 1"

ANTENNA RAD. CENTER26' - 9"

HGT. TELCO DROP22' - 6"

SIMMSSTREET

DISTANCE TO NEAREST BUILDING

17'-8"

4'-4" 2'-2"

6'-6"

RELEASE

DATE

RECORD DRAWINGS ISSUE DATE:

PROJECT NAME

HUB AREA

IN HOUSE

DRAWN BY:

CHECKED BY:

PAGE

SHIFT JOB NUMBER

THIS DRAWING IS COPYRIGHTED AND ISTHE SOLE PROPERTY OF THE OWNER. IT ISPRODUCED SOLELY FOR USE BY THEOWNER AND ITS AFFILIATES.REPRODUCTION OR USE OF THIS DRAWINGAND/OR THE INFORMATION CONTAINED INIT IS FORBIDDEN WITHOUT THE WRITTENPERMISSION OF THE OWNER.

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PLOT SCALE:

NODE ADDRESS

1:1 @ 24"x36"; 1:2 @ 11"x17"

SHEET TITLE

SHEET NUMBER

REVISIONS

DATENO.

SUBMITTAL

COMMENT

Shift Companies, LLC

CROWN CASTLE

Shift Companies, LLC3334 N. 20TH ST.PHOENIX, ARIZONA 85016ph: 480.264.0829fax: 480.264.0163

CROWN CASTLE695 RIVER OAKS PARKWAYSAN JOSE, CA 95134

NODE NUMBER

5/2 8

/20 2

0 8:

17:3

8 A

MD

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08.22.19

MB

RA150601

SAN FRANCISCO BAYEXPANSION - 58 SITES

UTILITY POLE SITESURVEY

A1.3

SF36XC052

4

08.22.19 1ST SUBMITTAL

OF 9

SFB005m2

44 SIMMS ST., SANRAFAEL, CA 94901

2012AERIAL VIEW

N

1" = 10'-0"20100 5

CONTEXTUAL ELEVATION OF EXISTING POLE WITH PROPOSED EQUIPMENT 3/8" = 1'-0"0 1' 2' 4'

Page 5: D:AAA - Shift CompaniesAAA - Crown CastleAAA ... · 1:1 @ 24"x36"; 1:2 @ 11"x17" sheet title project name: project type: sheet number node #(s): revisions no. date submittal comment

RELEASE

DATE

RECORD DRAWINGS ISSUE DATE:

PROJECT NAME

HUB AREA

IN HOUSE

DRAWN BY:

CHECKED BY:

PAGE

SHIFT JOB NUMBER

THIS DRAWING IS COPYRIGHTED AND ISTHE SOLE PROPERTY OF THE OWNER. IT ISPRODUCED SOLELY FOR USE BY THEOWNER AND ITS AFFILIATES.REPRODUCTION OR USE OF THIS DRAWINGAND/OR THE INFORMATION CONTAINED INIT IS FORBIDDEN WITHOUT THE WRITTENPERMISSION OF THE OWNER.

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1:1 @ 24"x36"; 1:2 @ 11"x17"

SHEET TITLE

SHEET NUMBER

REVISIONS

DATENO.

SUBMITTAL

COMMENT

Shift Companies, LLC

CROWN CASTLE

Shift Companies, LLC3334 N. 20TH ST.PHOENIX, ARIZONA 85016ph: 480.264.0829fax: 480.264.0163

CROWN CASTLE695 RIVER OAKS PARKWAYSAN JOSE, CA 95134

NODE NUMBER

5/2 8

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17:4

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08.22.19

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RA150601

SAN FRANCISCO BAYEXPANSION - 58 SITES

PHOTO SIMULATIONS

A1.4

SF36XC052

5

08.22.19 1ST SUBMITTAL

OF 9

SFB005m2

44 SIMMS ST., SANRAFAEL, CA 94901

20SCALE: N.T.S.4 8 16SCALE: N.T.S.SCALE: N.T.S.SCALE: N.T.S.POLE PHOTO - LOOKING NORTH(EXISTING) POLE PHOTO SIMULATION - LOOKING NORTH(PROPOSED) POLE PHOTO - LOOKING EAST(EXISTING) POLE PHOTO SIMULATION - LOOKING EAST(PROPOSED)

Page 6: D:AAA - Shift CompaniesAAA - Crown CastleAAA ... · 1:1 @ 24"x36"; 1:2 @ 11"x17" sheet title project name: project type: sheet number node #(s): revisions no. date submittal comment

1/2" DIA. J-BOLT

WOOD UTILITYPOLE

COAX CABLE

SLIP-ONHOISTING GRIP

APPROVEDU-GUARDPROTECTION

TO

EQ

UIP

ME

NT

TO

AN

TE

NN

A

TYP

.

6"

FORM W/ TEMPLATE OR SAWCUT JOINTS.SAWCUT JOINTS, IF USED, SHALL BEGIN ASSOON AS CONC. IS HARDENEDSUFFICIENTLY TO PERMIT SAWINGWITHOUT EXCESSIVE RAVELING ANDBEFORE UNCONTROLLED CRACKINGOCCURS. MAX DISTANCE BETWEEN JOINTS= 10'; MIN DISTANCE = 5'

TYP

.

6"

1/2" PREMOLDED NON-EXTRUDINGEXPANSION JOINT MATERIAL TO MEETAASH TO SPEC. M-59.*EXPANSION JOINTS SHALL BE INSTALLEDWHEN ABUTTING EXISTING CONCRETE ORFIXED STRUCTURES SUCH AS INLETS ANDDRIVEWAYS, AND EVERY 300' ON LONGSTRAIGT CONCRETE STRETCHES

EXPANSION JOINT

CONTROL JOINT

TEMPLATE

1/4"MAX.

1/4

D.

GROOVE JOINT

TYP

.

6"

KEYWAY FORMED BY FASTENING METALKEY TO FORM

KEYED JOINT

GROOVE JOINT

1"

1 1/

4"1

1/2"

2 1/

4"

1/4"

3/4"

1/8" RADIUSFILL W/ JOINT SEALER

6 3/8"

4 5/8"

4 31/64"

7 5/8" POLE DIA.

1 7/8"5 3/4"

STANDOFFBRACKET, TYP. OF(3)

5/8" x POLE DIA. GALV. LINEHARDWARE BOLT,WASHER, AND FASTENER -SUPPLIED BYCONTRACTOR, TYP. OF (3)

METER SOCKET W/LOAD CENTER -MUST BE PGE

APPROVED

POWER DISCONNECT

FIBER PANELENCLOSURE

RADIO EQUIPMENT

8'-0

"

4 1/

8"1'

-6"

6"1'

-2"

6"9"

10 5

/8"

1'-7

"3"

11 1/2"

6 3/4"

1'-0 3/8"

ALUMINUM CHASSIS -PAINTED BROWN

1'-0"

2'-0

"1'

-3"

EQ

EQ

2'-9"

PROPOSEDANTENNA

NOTES:1. CONTRACTOR TO INSTALL WEATHERPROOF WRAP AT ALLCONNECTORS. WRAP TO BE APPROVED BY CROWN CASTLE.

2. COLOR CODE COAX CABLES PER CROWN CASTLE WIRINGDIAGRAM.

VARIES

WOOD POLE

CL

2" PVC - CONDUIT FOR COAX

COAX CABLES

ANTENNA MAST /MOUNT BRACKET

ANTENNA RAD.CENTER

2" SCH. 80 PVC CONDUIT FOR POWERx 23.33FT

2" SCH. 80 PVC CONDUIT FOR COAXx 7.33FT

0.505

0.159

MISC. EXPOSEDCABLE

0.0020.765

ANTENNA2.454

RADOME1.534

BRACKET.428

4.416

RADIO1.166

FIBER PANELENCLOSURE0.151

DISCONNECT0.162

METER ENCLOSURE0.640

2.119

TOTAL CuFt: 7.30

RELEASE

DATE

RECORD DRAWINGS ISSUE DATE:

PROJECT NAME

HUB AREA

IN HOUSE

DRAWN BY:

CHECKED BY:

PAGE

SHIFT JOB NUMBER

THIS DRAWING IS COPYRIGHTED AND ISTHE SOLE PROPERTY OF THE OWNER. IT ISPRODUCED SOLELY FOR USE BY THEOWNER AND ITS AFFILIATES.REPRODUCTION OR USE OF THIS DRAWINGAND/OR THE INFORMATION CONTAINED INIT IS FORBIDDEN WITHOUT THE WRITTENPERMISSION OF THE OWNER.

PLA

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PLOT SCALE:

NODE ADDRESS

1:1 @ 24"x36"; 1:2 @ 11"x17"

SHEET TITLE

SHEET NUMBER

REVISIONS

DATENO.

SUBMITTAL

COMMENT

Shift Companies, LLC

CROWN CASTLE

Shift Companies, LLC3334 N. 20TH ST.PHOENIX, ARIZONA 85016ph: 480.264.0829fax: 480.264.0163

CROWN CASTLE695 RIVER OAKS PARKWAYSAN JOSE, CA 95134

NODE NUMBER

5/2 8

/20 2

0 8:

17:4

2 A

MD

:\A

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Co

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08.22.19

MB

RA150601

SAN FRANCISCO BAYEXPANSION - 58 SITES

CONSTRUCTIONDETAILS

D1.1

SF36XC052

6

08.22.19 1ST SUBMITTAL

OF 9

SFB005m2

44 SIMMS ST., SANRAFAEL, CA 94901

2012SCALE: 1"=1'-0"EQUIPMENT MOUNTING CHASSIS DETAIL POLE-TOP EXTENSION / ANTENNA DETAIL SCALE: 1"=1'-0"

10SCALE: N.T.S.COAX HANGER DETAIL CONCRETE JOINT DETAILS6SCALE: N.T.S.

5SCALE: N.T.S.RF WARNING SIGNAGE 1SCALE: N.T.S. RF WARNING SIGNAGE

ANTENNA VOLUME DETAIL 12SCALE: 1"=1'-0"

Page 7: D:AAA - Shift CompaniesAAA - Crown CastleAAA ... · 1:1 @ 24"x36"; 1:2 @ 11"x17" sheet title project name: project type: sheet number node #(s): revisions no. date submittal comment

2"

STEP 1

REMOVECABLEINSULATION

STEP 2

GROUNDINGCLAMPASSEMBLY

#6 GROUNDLEAD

STEP 3

PUTTY TAPE

STEP 4

ELECTRICALTAPE OVERMASTIC TAPE INSULATED #6 STRANDED

MASTER BUS BARRADIO EQUIPMENT

#2 TINNED SOLID

#6 SOLID

ELEC. DISCONNECT

CADWELD - SEE DETAIL 1/E1.1

MECHANICAL CONNECTION

GROUND BAR - COPPER -SIZE AS NEEDED

GROUND ROD - SEE DETAIL9/E1.1

5/8"DIA. x 8' COPPERCLAD STEELGROUND ROD ANDTEST WELL, TYP. -SEE DETAIL 9 / THISSHEET

ANTENNA

WOOD POLE

#6 SOLID

CADWELD - SEE DETAIL 1/E1.1

MECHANICAL CONNECTION

GROUND BAR - COPPER -SIZE AS NEEDED

GROUND ROD - SEE DETAIL 9/E1.1

5/8"DIA. x 8' COPPER CLADSTEEL GROUND ROD, TYP.

WOOD POLE

FIBERVAULT

#2 SOLID TINNED

MASTER BUS BAR

ADDITIONAL #2 TINNEDSOLID AND GROUND ROD- IF NEEDED TO ACHIEVEREQUIRED TESTINGRESULTS OF 5 Ohms.

MIN.

6'-0"

ELEC. DISCONNECT

WOOD POLE

M

N

G

PROVIDE UTILITY METER PERLOCAL UTILITY COMPANYREQUIREMENTS

SERVICE RATED NEMA 3RMETER PEDESTAL ANDPANELBOARD. PANEL "A"WITH MAIN CIRCUITBREAKER AND MINIMUMOF EIGHT CIRCUITS

CONTRACTOR SHALLPERMANENTLY ATTACHAN ADDRESSS PLAQUEON PANEL COVER PERELECTRICAL COMPANYREQUIREMENTS

SEE FEEDERSCHEDULE ON DETAIL15/ THIS SHEET FORSIZING

#6 Cu OR #4 Al

BOND AND GROUNDPER NEC 250 GROUNDRODS, GROUND RINGSTEEL - SEE DETAIL 5/THIS SHEET

METER NOTES:

1. CONTRACTOR SUPPLIES METER BASE AND DISCONNECT2. CONTRACTOR SUPPLIES (1) 20AMP BREAKER FOR EACH RADIO

NOTES:

1. EC TO FIELD VERIFY SITE CONDITION.2. ALL EQUIPMENT IS NEW UNLESS NOTED OTHERWISE.3. ALL EXTERIOR EQUIPMENT SHALL BE WEATHERPROOF.4. PROVIDE ADEQUATE SERVICE CONDUCTOR LENGTH AT THE BASE OF THERISER POLE FOR LOCAL UTILITY COMPANY TO INSTALL UP THE POLE ANDCONNECT TO UTILITY COMPANY SECONDARY LINES WITH A 12" DRIP LOOP.5. ALL TRENCHES SHALL BE MIN. 24" IN DEPTH.6. ALL WIRE TO BE THHN OR THWN INSULATION OR EQUIVALENT EXCEPTWHERE NOTED OTHERWISE.7. FUTURE BREAKERS IN PANEL B SHALL BE SERIES RATED WITH THEIRRESPECTIVE UPSTREAM REMOTE MAIN PROTECTIVE DEVICE. A TWO-TIER(22K/10KVA) SYSTEM IS SPECIFIED.8. WHERE NECESSARY TO TERMINATE OVERSIZED CONDUCTORS,CONTRACTOR TO CONVERT CONDUCTORS TO PANEL LUG APPROVED SIZEUSING AN NEC COMPLIANT CONNECTOR.

MIN

.6"

FRO

ST

LIN

E)

30" M

IN.

(OR

BE

LOW CADWELD GROUNDING WIRE TO

ROD (TYP. GT OR GR) - GROUNDCONDUCTORS #2 SOLID BARETINNED COPPER PER PLAN

5/8"DIA. LONG MIN. @ 8'-0" OC CLADGROUND ROD CADWELDCONNECTION (3/4"DIA. x 10' LONG -ACCEPTABLE), 6'-8" SEPARATION; XITCAN BE USED IN LIEU OF ROD IFREQ'D DUE TO SOIL TYPE; INSTALLPER MFR. SPEC'S.

NOTES:

1. VERIFY LIGHT GROUNDING REQUIREMENTS FOR LIGHT ARMS WHEN APPLICABLE.2. ALL GROUND BARS ASSOCIATED WITH POLE TO BE MOUNTED AT INTERIOR(SCREENED FROM VIEW).3. MOUNT ANTENNA GROUND BUS VERTICALLY BEHIND LOWER ANTENNA ARRAY.4. ALL CONNECTORS SHALL BE DOUBLE LUG.5. GROUND BAR KITS TO INCLUDE:

1/4" THICK TIN COPPER BUS BAR, SS BRACKET, INSULATOR OREQUIVALENT, 3/8"DIA. BOLT AND LOCKWASHER.

GRADE

GROUND ROD TEST WELL WITHREMOVABLE FLUSH CAP

RELEASE

DATE

RECORD DRAWINGS ISSUE DATE:

PROJECT NAME

HUB AREA

IN HOUSE

DRAWN BY:

CHECKED BY:

PAGE

SHIFT JOB NUMBER

THIS DRAWING IS COPYRIGHTED AND ISTHE SOLE PROPERTY OF THE OWNER. IT ISPRODUCED SOLELY FOR USE BY THEOWNER AND ITS AFFILIATES.REPRODUCTION OR USE OF THIS DRAWINGAND/OR THE INFORMATION CONTAINED INIT IS FORBIDDEN WITHOUT THE WRITTENPERMISSION OF THE OWNER.

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NODE ADDRESS

1:1 @ 24"x36"; 1:2 @ 11"x17"

SHEET TITLE

SHEET NUMBER

REVISIONS

DATENO.

SUBMITTAL

COMMENT

Shift Companies, LLC

CROWN CASTLE

Shift Companies, LLC3334 N. 20TH ST.PHOENIX, ARIZONA 85016ph: 480.264.0829fax: 480.264.0163

CROWN CASTLE695 RIVER OAKS PARKWAYSAN JOSE, CA 95134

NODE NUMBER

5/2 8

/20 2

0 8:

17:4

3 A

MD

:\A

AA

- S

hift

Co

mp

anie

s\A

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- C

row

n C

astle

\AA

A -

Cal

iforn

ia\S

an F

ranc

isco

58\

Site

s\S

FB-0

05.r

vt

08.22.19

MB

RA150601

SAN FRANCISCO BAYEXPANSION - 58 SITES

ELECTRICAL DETAILS

D1.2

SF36XC052

7

08.22.19 1ST SUBMITTAL

OF 9

SFB005m2

44 SIMMS ST., SANRAFAEL, CA 94901

ONE-LINE DIAGRAM SCALE:N.T.S.

EQUIPMENT GROUNDING SCHEMATIC DTL. SCALE:N.T.S.

FOR ALL COAX WATERPROOFING INSTALLATIONS, SEEINSTALLATION INSTRUCTIONS FOR

JMA WIRELESS "JMA WEATHER PROTECTION SYSTEM"

1) FOR 1/2" CONNECTIONS TO ANTENNA OR DEVICE

2) FOR 1/2" CONNECTIONS TO ANTENNA OR DEVICEUSING WPS-DF-CUTTER

3) FOR WPS-N, 1/2" NM CONNECTOR TO PORT

4) FOR WPS-DRA, MALE TO PORT

5) FOR 1/4" CONNECTIONS TO ANTENNA OR DEVICE

COAX WATERPROOFING - FUSION TAPE TYPE SCALE:N.T.S.

GROUNDING SPECIFICATIONS

PART 2 - EXECUTION 2.1 EXECUTION

A. Provide (1) main ground from the antenna mounting bracket at the top of the pole, to the main ground bus bar (TMGB) (location defined below). Main vertical ground shall consist of a # 2 solid bare copper cable. Said ground shall be protected by a PVC U-Guard to the top of the pole and stapled every 24” with corrosion resistant (dipped galvanized) staples.B. #2 solid bare copper cable is highly susceptible to theft and may be a bit excessive to run to top of pole. #2 tin coated is recommended by Ops. As it's cheaper and less

likely to be stolen. Buss Bars may also be tin coated to make them less susceptible to theft.C. Provide (1) main ground from the main ground bus bar (TMGB) (location defined below) to a ground rod at the pole base. Main ground vertical shall consist of a # 2 solid bare

copper cable. Said ground shall be protected by a PVC U-Guard to the bottom of the pole and stapled every 24” with corrosion resistant (dipped galvanized) staples.D. Ground rod shall be 8’ in depth minimum and copper clad.E. Ground rod shall be placed per NEC code with regards to depth and distance from wood pole.F. Ground rod shall be buried minimum of 30” below grade.G. # 2 ground shall be attached directly to the ground rod via Cad Weld.H. Main ground vertical shall be attached directly to a ground bus bar (TMGB) mounted to the face of the utility pole. Method of contact shall be 2 hole slotted lug (Brown) to the main

ground bus (TMGB) on the left or top slot depending on the orientation of the TMGB.I. Main ground vertical to the Antenna mounting bracket shall be attached directly to the Antenna Bracket via a self-tapping bolt or screw. A washer must be added to the thru bolt or

screw to avoid damage to the lug while maintaining a secure bond.J. TMGB shall be mounted above the Charles’ cabinet below the RRH standoff, directly to the wood pole structure.K. All pole mounted devices, including but not limited to: (antenna mounts and antennas, mounting brackets, cabinets) shall be connected to the TMGB with a #6 copper stranded cable

UV coated and green in color.L. All pole mounted devices, including but not limited to: (antenna mounts and antennas, mounting brackets, cabinets) shall be connected to the TMGB using compression type, 2 hole connector lugs.

1. Connector lugs must attach to the bus bar with two holes facing up and out with the bolt heads are on the back side of the bus bar.2. Stacking of connector lugs is prohibited.3. Placement of connector lugs on front and rear face of grounding bar is permitted.4. Any modifications to the connector lugs is prohibited, including but not limited to grinding, cutting or bending.5. Connector lugs must be placed with even spacing and must not come in contact with another connector lug.6. Slotted side of the connector lug should be placed on the slotted side of the bus bar.7. All connector lugs shall have two (2) compressions per lug.8. All connector lugs must have NO-OX applied to any sides which contact another metal to retard oxidation including and especially the conductor in the compression end.9. All connector lugs must be properly sealed from weather with heat shrink.10. All connector lugs must be attached using 3/8” hardware x 2 per each lug and in the following manner:

a. Flat Washer on the backside of the lugb. Bolt thru the lug hole facing outward.c. Flat Washer on the front side of the lug.e. Lock Washer on the front side of the flat washerf. Nut on the bolt, turned to “three threads showing at maximum torque”g. All nuts on connector bolts must be tightened so that the lock washers are completely compressed.

M. No mechanical connections are acceptable except in the event of mechanical fittings being a integral part of the product from the factory. ie: Charles cabinet # 6 ground lugs oneach side of the cabinet.

N. Excess welds on CadWelds must be ground off to a safe taper.O. All cad welds must be coated with Zinc-it or like product to prevent oxidation.P. All exposed metallic surfaces must be sprayed with a protective coating such as Zinc-It.Q. All fittings exposed to environment must be sealed with shrink wrap.

1. Exposed “shiners” conductors are prohibited if in excess of 1/16th of an inch.

PART 3 – TESTING AND DOCUMENTATION 3.1 TESTING

A. 5 Ohms to ground is required for acceptance. If 5 Ohms cannot be met with above requirements, additional ground rods will be added to the field until 5 Ohms is achieved. 3.2 DOCUMENTATION

A. Photos of the tests are required as well as test results in formal document format. Submit result of test to CC Construction Manager prior to final walkthrough. Submit all photos and tests with closeout package per Section 017700 – Closeout Procedures and Required Documents.

SCALE: NTS

COAXIAL CABLE GROUNDING SCALE:N.T.S.

GROUNDING SCHEMATIC SCALE:N.T.S.

FAULT CURRENT CALCULATION SCALE: NTS

POWER FEEDER SCHEDULE

SIZE (AWG/KCMIL)320'

GROUND SIZELENGTH2 6

380' 1 4

470' 2

550'

680'

800' 1

920' 1/0

1050' 2/0

FEEDER SCHEDULE SCALE: NTS

CONDUIT SIZE

1/0

2/0

3/0

4/0

250

300

2

2

2"

2"

2"

2"

2"

2"

2 - 1/4"

2-1/2"

ELECTRICAL PANEL SCHEDULES SCALE: NTS

PANEL A

SPACE

A B

LIGHTING

PER NEC 210.4(B)

PROVIDE COMMON TRIP HANDLES FOR ALLMULTI-CIRCUIT CONDUIT RUNS.

SPACE

1

NO.

3

5

7

CIRCUIT DESCRIPTIONCB

-

-

KVA LOAD

0.00

0.00

RADIO EQUIPMENT

SPACE

A B

1.05

1.05

SPARE

2

NO.

4

6

8

CIRCUIT DESCRIPTIONCB

20/1

20/1

-

0.00

0.00

20/1

KVA LOAD

RADIO EQUIPMENT

1.05 1.05

11.8 11.8

TOTAL CONNECTED KVA BY PHASE

TOTAL CONNECTED AMPS BY PHASE

LARGEST MOTOR

OTHER MOTORS

RECEPTACLES

0

0

0

0

CONN. KVA

0

0

0

0

CALC KVA

(125%)

(125%)

(125%)

CONTINUOUSHEATING

NONCONTINUOUS

TOTAL KVA

0

0

2.1

CONN. KVA

0

0

2.1

CALC KVA

(125%)

(100%)

(100%)2.82 2.82

VOLTS 240/120V 2P 3W

BUS AMPS 60

NUETRAL 100%

AIC (REFER TO FAULT CALC)

MAIN BKR 60

LUGS STANDARD

FED FROM TRANSFORMER

NEMA 3R

MAIN60/1 0.00

0.00MAIN60/1

1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL ELECTRICCODE AND ALL OTHER APPLICABLE LOCAL CODES.

2. CONTRACTOR SHALL OBTAIN ALL PERMITS, PAY ALL PERMIT FEES, AND SCHEDULE ALL REQUIREDINSPECTIONS. CONTRACTOR SHALL OBTAIN LOCAL POWER COMPANY APPROVAL AND COORDINATESERVICE ENTRANCE REQUIREMENTS.

3. CONTRACTOR SHALL VERIFY SERVICE LOCATIONS AND CONTACT PROJECT MANAGER WITHDISCREPANCIES FROM PLAN.

4. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIAL DESCRIBED ON THIS DRAWING, ANDALL ITEMS INCIDENTAL TO COMPLETING AND PRESENTING THIS PROJECT AS FULLYOPERATIONAL. ALL ELECTRICAL ITEMS SHALL BE U.L. APPROVED OR LISTED.

5. CONDUCTORS SHALL BE INSTALLED IN SCHEDULE 40 CONDUIT (UNDERGROUND) AND IMC OR SCH80 PVC CONDUIT ABOVE GROUND.

6. PROVIDE 2" OR 2 1/2" SCHEDULE 40 PVC UNDERGROUND CONDUIT WITH PULL WIRE BETWEENELECTRICAL UTILITY DEMARCATION POINT AND APS JUNCTION BOX. CONTRACTOR SHALLDETERMINE REQUIRED NUMBER AND LOCATION OF JUNCTION BOXES PER UTILITY STANDARDS.

7. USE 1" SCHEDULE 40 PVC CONDUIT AND APPROPRIATE FITTINGS TO ENTER N3R LOAD CENTER.

8. CONTRACTOR TO NOTIFY ALL APPROPRIATE PARTIES PRIOR TO CONSTRUCTION AND SHALL PROVIDEAND MAINTAIN A TRAFFIC CONTROL PLAN PER NDOT REQUIREMENTS.

10. CONTRACTOR TO LOCATE ALL UTILITIES IN PROJECT AREA PRIOR TO CONSTRUCTION THROUGH BLUESTAKE.

11. VERIFY DEPTH OF EXISTING UTILITY CROSSING POINTS VIA APPROVED POTHOLING METHODS ANDNOTE ON PLAN SETS FOR AS-BUILT CLOSE OUT.

12. NOTE DEPTH AND LOCATIONS OF ALL INSTALLED UTILITIES ON AS-BUILT REDLINE DRAWINGS.

13. IF EXISTING IRRIGATION LINES ARE ENCOUNTERED, CONTRACTOR SHALL NOTIFY OWNER PRIOR TODISTURBING OR MODIFYING.

14. CONTRACTOR SHALL NOT RELOCATE PROPOSED EQUIPMENT OR POLE LOCATIONS WITHOUT WRITTENAPPROVAL FROM CROWN CASTLE AND PROJECT ENGINEERS

15. MATERIAL SUBSTITUTIONS ARE SUBJECT TO CROWN CASTLE AND ENGINEERING REVIEW PRIOR TOCONSTRUCTION.

ELECTRICAL NOTES SCALE:NONE

3"

1.5"

ANTENNA GROUNDBUSS 3" x 6" x 1/4" THICK,TINNED COPPER BUSSBAR - PROVIDED BYCONTRACTOR

TO MGB

#6 CUGROUND KIT(TYP. FOR EA.COAX RUN)

PLASTICINSULATOR

COPPERGROUNDBUSS BAR

NOTES:1. ALL CONNECTORS MUST BEDOUBLE LUG.2. MOUNT ANTENNA GROUNDBUSS VERTICALLY BEHINDLOWER ANTENNA ARRAY

GROUND BUSS BAR DETAIL SCALE:N.T.S.GROUND ROD DETAIL SCALE:N.T.S.

2

4

5

6

9

12

13

14

15 19

20

17

Page 8: D:AAA - Shift CompaniesAAA - Crown CastleAAA ... · 1:1 @ 24"x36"; 1:2 @ 11"x17" sheet title project name: project type: sheet number node #(s): revisions no. date submittal comment

RELEASE

DATE

RECORD DRAWINGS ISSUE DATE:

PROJECT NAME

HUB AREA

IN HOUSE

DRAWN BY:

CHECKED BY:

PAGE

SHIFT JOB NUMBER

THIS DRAWING IS COPYRIGHTED AND ISTHE SOLE PROPERTY OF THE OWNER. IT ISPRODUCED SOLELY FOR USE BY THEOWNER AND ITS AFFILIATES.REPRODUCTION OR USE OF THIS DRAWINGAND/OR THE INFORMATION CONTAINED INIT IS FORBIDDEN WITHOUT THE WRITTENPERMISSION OF THE OWNER.

PLA

N C

HE

CK

#C

AS

E #

PLOT SCALE:

NODE ADDRESS

1:1 @ 24"x36"; 1:2 @ 11"x17"

SHEET TITLE

SHEET NUMBER

REVISIONS

DATENO.

SUBMITTAL

COMMENT

Shift Companies, LLC

CROWN CASTLE

Shift Companies, LLC3334 N. 20TH ST.PHOENIX, ARIZONA 85016ph: 480.264.0829fax: 480.264.0163

CROWN CASTLE695 RIVER OAKS PARKWAYSAN JOSE, CA 95134

NODE NUMBER

5/2 8

/20 2

0 8:

17:4

6 A

MD

:\A

AA

- S

hift

Co

mp

anie

s\A

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- C

row

n C

astle

\AA

A -

Cal

iforn

ia\S

an F

ranc

isco

58\

Site

s\S

FB-0

05.r

vt

08.22.19

MB

RA150601

SAN FRANCISCO BAYEXPANSION - 58 SITES

EQUIPMENTSPECIFICATIONS

D1.3

SF36XC052

8

08.22.19 1ST SUBMITTAL

OF 9

SFB005m2

44 SIMMS ST., SANRAFAEL, CA 94901

RADIO SPEC. 10SCALE: N.T.S. FIBER ENCLOSURE SPEC. 18SCALE: N.T.S.

20SCALE: N.T.S.ANTENNA SPEC.16SCALE: N.T.S.METER SPEC.12SCALE: N.T.S.LOAD CENTER SPEC.

Page 9: D:AAA - Shift CompaniesAAA - Crown CastleAAA ... · 1:1 @ 24"x36"; 1:2 @ 11"x17" sheet title project name: project type: sheet number node #(s): revisions no. date submittal comment

RELEASE

DATE

RECORD DRAWINGS ISSUE DATE:

PROJECT NAME

HUB AREA

IN HOUSE

DRAWN BY:

CHECKED BY:

PAGE

SHIFT JOB NUMBER

THIS DRAWING IS COPYRIGHTED AND ISTHE SOLE PROPERTY OF THE OWNER. IT ISPRODUCED SOLELY FOR USE BY THEOWNER AND ITS AFFILIATES.REPRODUCTION OR USE OF THIS DRAWINGAND/OR THE INFORMATION CONTAINED INIT IS FORBIDDEN WITHOUT THE WRITTENPERMISSION OF THE OWNER.

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Shift Companies, LLC

CROWN CASTLE

Shift Companies, LLC3334 N. 20TH ST.PHOENIX, ARIZONA 85016ph: 480.264.0829fax: 480.264.0163

CROWN CASTLE695 RIVER OAKS PARKWAYSAN JOSE, CA 95134

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SAN FRANCISCO BAYEXPANSION - 58 SITES

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44 SIMMS ST., SANRAFAEL, CA 94901