Top Banner
3884 RIVER ROAD SE WINNABOW, NC 28461 BRUNSWICK COUNTY BU #: 812164 NORTH CAROLINA PROPOSED EQUIPMENT UPGRADES CROWN CASTLE AT&T ECA/WCA LTE 1C/2C-MASTEC 3 Marcus Drive Greenville, SC 29615 Ph. (864) 288-0553 Fax. (864) 288-0559 AT&T #: 478-043 DIRECTIONS: FROM 3530 TORINGDON WAY, CHARLOTTE, NC: START OUT GOING WEST ON TORINGDON WAY TOWARD JOHNSTON RD. CONTINUE FOR APPROX. 0.1 MILES. TURN RIGHT ONTO JOHNSTON RD. CONTINUE FOR APPROX. 0.1 MILES. MAKE A U-TURN AT N. COMMUNITY HOUSE RD. ONTO JOHNSTON RD. CONTINUE FOR APPROX. 0.5 MILES. MERGE ONTO I-485 S. TOWARD MATTHEWS. CONTINUE FOR APPROX. 10.0 MILES. TAKE US-74, EXIT 51, TOWARD MONROE/CHARLOTTE. CONTINUE FOR APPROX. 0.2 MILES. MERGE ONTO US-74 E. VIA EXIT 51B TOWARD MONROE. CONTINUE FOR APPROX. 182.1 MILES. TAKE EXIT TOWARD NC-133 S./SOUTHPORT/ OAK ISLAND. CONTINUE FOR APPROX. 0.3 MILES. KEEP RIGHT TO TAKE THE NC-133 S. RAMP TOWARD SOUTHPORT/OAK ISLAND/BELVILLE. CONTINUE FOR APPROX. 0.07 MILES. MERGE ONTO RIVER RD SE. CONTINUE FOR APPROX. 9.7 MILES. END AT 3884 RIVER RD. SE, WINNABOW, NC.
11

CROWN CASTLE - documents.brunswickcountync.govdocuments.brunswickcountync.gov/BCMS/0/edoc/813985/PLANS.pdf · existing rbs 3106 cabinet. gmax2. gmax2. 9'-3"x15'-9" at&t equipment

Feb 02, 2018

Download

Documents

phungnhu
Welcome message from author
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
Page 1: CROWN CASTLE - documents.brunswickcountync.govdocuments.brunswickcountync.gov/BCMS/0/edoc/813985/PLANS.pdf · existing rbs 3106 cabinet. gmax2. gmax2. 9'-3"x15'-9" at&t equipment

3884 RIVER ROAD SE

WINNABOW, NC 28461

BRUNSWICK COUNTY

BU #: 812164

NORTH CAROLINA

PROPOSED EQUIPMENT UPGRADES

CROWN

CASTLE

AT&T ECA/WCA LTE 1C/2C-MASTEC

3 Marcus Drive

Greenville, SC 29615

Ph. (864) 288-0553

Fax. (864) 288-0559

AT&T #: 478-043

DIRECTIONS:FROM 3530 TORINGDON WAY, CHARLOTTE, NC:START OUT GOING WEST ON TORINGDON WAYTOWARD JOHNSTON RD. CONTINUE FOR APPROX.0.1 MILES. TURN RIGHT ONTO JOHNSTON RD.CONTINUE FOR APPROX. 0.1 MILES. MAKE A U-TURNAT N. COMMUNITY HOUSE RD. ONTO JOHNSTON RD.CONTINUE FOR APPROX. 0.5 MILES. MERGE ONTOI-485 S. TOWARD MATTHEWS. CONTINUE FORAPPROX. 10.0 MILES. TAKE US-74, EXIT 51, TOWARDMONROE/CHARLOTTE. CONTINUE FOR APPROX. 0.2MILES. MERGE ONTO US-74 E. VIA EXIT 51BTOWARD MONROE. CONTINUE FOR APPROX. 182.1MILES. TAKE EXIT TOWARD NC-133 S./SOUTHPORT/OAK ISLAND. CONTINUE FOR APPROX. 0.3 MILES.KEEP RIGHT TO TAKE THE NC-133 S. RAMP TOWARDSOUTHPORT/OAK ISLAND/BELVILLE. CONTINUEFOR APPROX. 0.07 MILES. MERGE ONTO RIVER RDSE. CONTINUE FOR APPROX. 9.7 MILES. END AT 3884RIVER RD. SE, WINNABOW, NC.

AutoCAD SHX Text
DATE
AutoCAD SHX Text
ISSUE
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
INITIAL ISSUE
AutoCAD SHX Text
02/14/17
AutoCAD SHX Text
0
AutoCAD SHX Text
REV. PER CROWN COMMENTS
AutoCAD SHX Text
02/21/17
AutoCAD SHX Text
1
AutoCAD SHX Text
A PROJECT FOR:
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
DRAWING INDEX
AutoCAD SHX Text
TOWER INFORMATION:
AutoCAD SHX Text
APPLICANT:
AutoCAD SHX Text
TOWER OWNER:
AutoCAD SHX Text
SITE
AutoCAD SHX Text
%%uSITE INFORMATION:
AutoCAD SHX Text
VICINITY MAP
AutoCAD SHX Text
POWER:
AutoCAD SHX Text
TELCO:
AutoCAD SHX Text
BUILDING INSPECTIONS:
AutoCAD SHX Text
OWNER INFORMATION:
AutoCAD SHX Text
JURISDICTION:
AutoCAD SHX Text
ATLANTIC TELEPHONE (910) 754-4311
AutoCAD SHX Text
EXISTING SELF SUPPORT TOWER LAT. = 34.1046° NLONG. = 77.9706° W
AutoCAD SHX Text
ORTON PLANTATION HOLDINGS LLC PARCEL ID: 1010000102
AutoCAD SHX Text
CROWN CASTLE SOUTH LLC 3530 TORINGDON WAY, SUITE 300 CHARLOTTE, NC 28277 (704) 405-6600 SITE ID: 812164
AutoCAD SHX Text
BRUNSWICK ELECTRIC (800) 842-5871
AutoCAD SHX Text
BRUNSWICK COUNTY BUILDING INSPECTIONS PO BOX 249 BOLIVIA, NC 28422 (910) 253-2050
AutoCAD SHX Text
BRUNSWICK COUNTY PLANNING & DEVELOPMENT (910) 253-2025
AutoCAD SHX Text
AT&T MOBILITY NORTH CAROLINA C.M. 2002 PISGAH CHURCH ROAD GREENSBORO, NC 27455 KEN WELKER OFFICE: (336) 549-9987 NOC: (800) 638-2822
AutoCAD SHX Text
EQUIPMENT LAYOUT PLAN
AutoCAD SHX Text
CIVIL
AutoCAD SHX Text
C1
AutoCAD SHX Text
ELECTRICAL
AutoCAD SHX Text
LTE RISER DIAGRAMS
AutoCAD SHX Text
E3
AutoCAD SHX Text
C2
AutoCAD SHX Text
GENERAL
AutoCAD SHX Text
BUILDING CODE APPENDIX B (SHEET 1 OF 2)
AutoCAD SHX Text
G1
AutoCAD SHX Text
BUILDING CODE APPENDIX B (SHEET 2 OF 2)
AutoCAD SHX Text
G1A
AutoCAD SHX Text
TOWER ELEVATION, ANTENNA LAYOUT
AutoCAD SHX Text
COAXIAL CABLE SCHEDULE AND NOTES
AutoCAD SHX Text
SINGLE LINE DIAGRAM
AutoCAD SHX Text
E2
AutoCAD SHX Text
MOUNT SPECIFICATIONS
AutoCAD SHX Text
K1672KT-HW (SHEET 2 OF 3)
AutoCAD SHX Text
T1671KT12 (SHEET 1 OF 3)
AutoCAD SHX Text
K1672KT-T/K1672KT-B (SHEET 3 OF 3)
AutoCAD SHX Text
LTE EQUIPMENT INSTALLATION PLAN
AutoCAD SHX Text
E1
athompson
Text Box
Need sealed 3rd party inspection report for the cell tower upgrade at the final inspection. ART/MS 3-1-2017
athompson
Page 2: CROWN CASTLE - documents.brunswickcountync.govdocuments.brunswickcountync.gov/BCMS/0/edoc/813985/PLANS.pdf · existing rbs 3106 cabinet. gmax2. gmax2. 9'-3"x15'-9" at&t equipment

38

84

R

IV

ER

R

OA

D S

E

WIN

NA

BO

W, N

C 2

84

61

BR

UN

SW

IC

K C

OU

NT

Y

BU

#

: 8

12

16

4

15174.003

NO

RT

H C

AR

OL

IN

A

AT&T #: 478-043

PR

OP

OS

ED

E

QU

IP

ME

NT

U

PG

RA

DE

S

CR

OW

N

CA

ST

LE

AT

&T

E

CA

/W

CA

L

TE

1

C/2

C-M

AS

TE

C

3 Marcus Drive

Greenville, SC 29615

Ph. (864) 288-0553

Fax. (864) 288-0559

AutoCAD SHX Text
SHEET NUMBER:
AutoCAD SHX Text
SHEET CONTENTS:
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ISSUE
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
PROJECT NUMBER:
AutoCAD SHX Text
INITIAL ISSUE
AutoCAD SHX Text
02/14/17
AutoCAD SHX Text
0
AutoCAD SHX Text
NC FIRM LICENSE NUMBER: C-2484
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
029239
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
T
AutoCAD SHX Text
H
AutoCAD SHX Text
C
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
P
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
L
AutoCAD SHX Text
BUILDING CODE
AutoCAD SHX Text
APPENDIX B
AutoCAD SHX Text
G1
AutoCAD SHX Text
(SHEET 1 OF 2)
athompson
Stamp
Page 3: CROWN CASTLE - documents.brunswickcountync.govdocuments.brunswickcountync.gov/BCMS/0/edoc/813985/PLANS.pdf · existing rbs 3106 cabinet. gmax2. gmax2. 9'-3"x15'-9" at&t equipment

38

84

R

IV

ER

R

OA

D S

E

WIN

NA

BO

W, N

C 2

84

61

BR

UN

SW

IC

K C

OU

NT

Y

BU

#

: 8

12

16

4

15174.003

NO

RT

H C

AR

OL

IN

A

AT&T #: 478-043

PR

OP

OS

ED

E

QU

IP

ME

NT

U

PG

RA

DE

S

CR

OW

N

CA

ST

LE

AT

&T

E

CA

/W

CA

L

TE

1

C/2

C-M

AS

TE

C

3 Marcus Drive

Greenville, SC 29615

Ph. (864) 288-0553

Fax. (864) 288-0559

AutoCAD SHX Text
SHEET NUMBER:
AutoCAD SHX Text
SHEET CONTENTS:
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ISSUE
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
PROJECT NUMBER:
AutoCAD SHX Text
INITIAL ISSUE
AutoCAD SHX Text
02/14/17
AutoCAD SHX Text
0
AutoCAD SHX Text
NC FIRM LICENSE NUMBER: C-2484
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
029239
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
T
AutoCAD SHX Text
H
AutoCAD SHX Text
C
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
P
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
L
AutoCAD SHX Text
BUILDING CODE
AutoCAD SHX Text
APPENDIX B
AutoCAD SHX Text
G1A
AutoCAD SHX Text
(SHEET 2 OF 2)
athompson
Stamp
Page 4: CROWN CASTLE - documents.brunswickcountync.govdocuments.brunswickcountync.gov/BCMS/0/edoc/813985/PLANS.pdf · existing rbs 3106 cabinet. gmax2. gmax2. 9'-3"x15'-9" at&t equipment

38

84

R

IV

ER

R

OA

D S

E

WIN

NA

BO

W, N

C 2

84

61

BR

UN

SW

IC

K C

OU

NT

Y

BU

#

: 8

12

16

4

15174.003

NO

RT

H C

AR

OL

IN

A

AT&T #: 478-043

PR

OP

OS

ED

E

QU

IP

ME

NT

U

PG

RA

DE

S

APPROX.

NN

CR

OW

N

CA

ST

LE

AT

&T

E

CA

/W

CA

L

TE

1

C/2

C-M

AS

TE

C

3 Marcus Drive

Greenville, SC 29615

Ph. (864) 288-0553

Fax. (864) 288-0559

·

·

·······

AutoCAD SHX Text
EXISTING EMERSON POWER CABINET
AutoCAD SHX Text
EXISTING RADIO EQUIP.
AutoCAD SHX Text
EXISTING RBS 3106 CABINET
AutoCAD SHX Text
GMAx2
AutoCAD SHX Text
GMAx2
AutoCAD SHX Text
9'-3"x15'-9" AT&T EQUIPMENT PAD
AutoCAD SHX Text
CHAIN LINK FENCE
AutoCAD SHX Text
UTILITY RACK W/ EXISTING AT&T METER
AutoCAD SHX Text
UTILITY RACK W/ EXISTING AT&T TELCO BOX
AutoCAD SHX Text
SELF SUPPORT TOWER
AutoCAD SHX Text
UTILITY RACK W/ TOWER LIGHTING
AutoCAD SHX Text
3'-0"x8'-6" AT&T PAD W/ GENERATOR
AutoCAD SHX Text
ICE BRIDGE (TYP.)
AutoCAD SHX Text
EXISTING EMERSON POWER CABINET
AutoCAD SHX Text
EXISTING RADIO EQUIP.
AutoCAD SHX Text
EXISTING RBS 3106 CABINET
AutoCAD SHX Text
GMAx2
AutoCAD SHX Text
GMAx2
AutoCAD SHX Text
FLX16WS CABINET
AutoCAD SHX Text
ODN512 CABINET
AutoCAD SHX Text
9'-3"x15'-9" AT&T EQUIPMENT PAD
AutoCAD SHX Text
UTILITY RACK W/ EXISTING AT&T METER
AutoCAD SHX Text
UTILITY RACK W/ EXISTING AT&T TELCO BOX
AutoCAD SHX Text
SELF SUPPORT TOWER
AutoCAD SHX Text
PROPOSED FLX16 W/ FIBER MANAGEMENT BOX MOUNTED ABOVE
AutoCAD SHX Text
PROPOSED LOCATION OF NEW EQUIPMENT
AutoCAD SHX Text
PROPOSED CHASE
AutoCAD SHX Text
PROPOSED DP PANEL
AutoCAD SHX Text
UTILITY RACK W/ TOWER LIGHTING
AutoCAD SHX Text
3'-0"x8'-6" AT&T PAD W/ GENERATOR
AutoCAD SHX Text
ICE BRIDGE (TYP.)
AutoCAD SHX Text
EQUIPMENT
AutoCAD SHX Text
LAYOUT PLAN
AutoCAD SHX Text
C1
AutoCAD SHX Text
SHEET NUMBER:
AutoCAD SHX Text
SHEET CONTENTS:
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ISSUE
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
PROJECT NUMBER:
AutoCAD SHX Text
INITIAL ISSUE
AutoCAD SHX Text
02/14/17
AutoCAD SHX Text
0
AutoCAD SHX Text
NC FIRM LICENSE NUMBER: C-2484
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
029239
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
T
AutoCAD SHX Text
H
AutoCAD SHX Text
C
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
P
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
L
AutoCAD SHX Text
1.PLACE STONE TO ENSURE PROPER DRAINAGE AWAY PLACE STONE TO ENSURE PROPER DRAINAGE AWAY FROM EQUIPMENT PAD. REPAIR EXISTING WEED/ GEOTEXTILE MAT AS REQUIRED. 2.EXISTING ACCESS ROAD AND SITE TO BE RESTORED EXISTING ACCESS ROAD AND SITE TO BE RESTORED TO PRE CONSTRUCTION CONDITIONS. 3.CONDUIT SUPPORTED FROM ICE BRIDGE BETWEEN CONDUIT SUPPORTED FROM ICE BRIDGE BETWEEN EMERSON POWER CABINET AND AUX. TRANS. CABINET. 4.CABLE TRAY TO BE INSTALLED IF NEEDED. CABLE TRAY TO BE INSTALLED IF NEEDED. 5.ADJUST ICE BRIDGE POSTS AS NECESSARY TO MISS ADJUST ICE BRIDGE POSTS AS NECESSARY TO MISS DOOR SWINGS. 6.H-FRAME TO BE INSTALLED FOR EQUIPMENT IF H-FRAME TO BE INSTALLED FOR EQUIPMENT IF NEEDED. SEE ELECTRICAL DRAWINGS FOR DETAILS. 3' OF CLEARANCE REQUIRED FROM FACE OF POWER METER AND TELCO PANEL.
AutoCAD SHX Text
GENERAL NOTES
AutoCAD SHX Text
NOTE: EXISTING LAYOUT BASED ON INFORMATION PROVIDED BY CROWN
AutoCAD SHX Text
GRAPHIC SCALE: 1" = 5'
AutoCAD SHX Text
0
AutoCAD SHX Text
5'
AutoCAD SHX Text
10'
AutoCAD SHX Text
15'
AutoCAD SHX Text
EXISTING EQUIPMENT LAYOUT
AutoCAD SHX Text
PROPOSED EQUIPMENT LAYOUT
AutoCAD SHX Text
NOTE CIVIL INSTALL: ONE OUTDOOR ODN512 POWER CABINET AT END OF THE PAD FLX16 POLE AND CABINET BESIDE PROPOSED ODN CABINET
AutoCAD SHX Text
NOTE TOWER INSTALL: (3) EPBQ ANTENNAS (3) RRUS-11s (FOR LTE 1C) (3) RRUS-32 B66 (1) SQUID (1) FIBER TRUNK (2) DC TRUNKS (1) KENWOOD T1671KT12 MOUNT
athompson
Stamp
Page 5: CROWN CASTLE - documents.brunswickcountync.govdocuments.brunswickcountync.gov/BCMS/0/edoc/813985/PLANS.pdf · existing rbs 3106 cabinet. gmax2. gmax2. 9'-3"x15'-9" at&t equipment

38

84

R

IV

ER

R

OA

D S

E

WIN

NA

BO

W, N

C 2

84

61

BR

UN

SW

IC

K C

OU

NT

Y

BU

#

: 8

12

16

4

15174.003

NO

RT

H C

AR

OL

IN

A

AT&T #: 478-043

PR

OP

OS

ED

E

QU

IP

ME

NT

U

PG

RA

DE

S

CR

OW

N

CA

ST

LE

AT

&T

E

CA

/W

CA

L

TE

1

C/2

C-M

AS

TE

C

3 Marcus Drive

Greenville, SC 29615

Ph. (864) 288-0553

Fax. (864) 288-0559

AutoCAD SHX Text
SELF SUPPORT TOWER
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
AT&T ANTENNAS
AutoCAD SHX Text
RAD. CENTER = 285'
AutoCAD SHX Text
AT&T POWER CABINET
AutoCAD SHX Text
AT&T EQUIPMENT CABINET
AutoCAD SHX Text
CABLE SUPPORT
AutoCAD SHX Text
EXISTING ANTENNAS
AutoCAD SHX Text
RAD. CENTER = 300'
AutoCAD SHX Text
EXISTING ANTENNAS
AutoCAD SHX Text
RAD. CENTER = 260'
AutoCAD SHX Text
C
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
C
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
C
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
C
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
C
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
BETA
AutoCAD SHX Text
GAMMA
AutoCAD SHX Text
EXISTING SELF SUPPORT TOWER
AutoCAD SHX Text
ALPHA
AutoCAD SHX Text
PROPOSED ANTENNA (TYP. 1 PER SECTOR)
AutoCAD SHX Text
320%%D
AutoCAD SHX Text
A2
AutoCAD SHX Text
150%%D
AutoCAD SHX Text
B2
AutoCAD SHX Text
220%%D
AutoCAD SHX Text
G2
AutoCAD SHX Text
PROPOSED RRUS-11 (TYP. 1 PER SECTOR)
AutoCAD SHX Text
PROPOSED RRUS-32 B66 TO BE MOUNTED ABOVE PROPOSED RRUS-11 (TYP. 1 PER SECTOR)
AutoCAD SHX Text
PROPOSED SQUID
AutoCAD SHX Text
PROPOSED (3) MODEL #T1671KT12_AD MOUNT AND (12) MODEL #P1090KT8 PIPES
AutoCAD SHX Text
BETA
AutoCAD SHX Text
GAMMA
AutoCAD SHX Text
EXISTING SELF SUPPORT TOWER
AutoCAD SHX Text
ALPHA
AutoCAD SHX Text
320%%D
AutoCAD SHX Text
EXISTING ANTENNA TO BE REMOVED (TYP. 2 PER SECTOR)
AutoCAD SHX Text
150%%D
AutoCAD SHX Text
220%%D
AutoCAD SHX Text
320%%D
AutoCAD SHX Text
320%%D
AutoCAD SHX Text
150%%D
AutoCAD SHX Text
150%%D
AutoCAD SHX Text
220%%D
AutoCAD SHX Text
220%%D
AutoCAD SHX Text
EXISTING ANTENNA TO BE REMOVED (TYP. OF 2)
AutoCAD SHX Text
EXISTING MOUNT TO BE REMOVED (TYP. 1 PER SECTOR)
AutoCAD SHX Text
EXISTING ANTENNA TO BE REMOVED
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
1
AutoCAD SHX Text
C2
AutoCAD SHX Text
%%uTOWER ELEVATION
AutoCAD SHX Text
NTS
AutoCAD SHX Text
TOWER ELEVATION,
AutoCAD SHX Text
ANTENNA LAYOUT,
AutoCAD SHX Text
COAXIAL CABLE
AutoCAD SHX Text
SCHEDULE AND NOTES
AutoCAD SHX Text
C2
AutoCAD SHX Text
NOTE : THE TOWER DRAWING IS ONLY A GRAPHIC REPRESENTATION OF THE STRUCTURE. THE ACTUAL TOWER IN THE FIELD MAY VARY.
AutoCAD SHX Text
W
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
SHEET NUMBER:
AutoCAD SHX Text
SHEET CONTENTS:
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ISSUE
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
PROJECT NUMBER:
AutoCAD SHX Text
INITIAL ISSUE
AutoCAD SHX Text
02/14/17
AutoCAD SHX Text
0
AutoCAD SHX Text
REV. PER CROWN COMMENTS
AutoCAD SHX Text
02/21/17
AutoCAD SHX Text
1
AutoCAD SHX Text
NC FIRM LICENSE NUMBER: C-2484
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
029239
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
T
AutoCAD SHX Text
H
AutoCAD SHX Text
C
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
P
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
L
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
4
AutoCAD SHX Text
C2
AutoCAD SHX Text
%%uANTENNA AND COAX SCHEDULE
AutoCAD SHX Text
NTS
AutoCAD SHX Text
1.THIS ANTENNA ORIENTATION PLAN IS A SCHEMATIC. THE CONTRACTOR SHALL VERIFY TOWER ORIENTATION THIS ANTENNA ORIENTATION PLAN IS A SCHEMATIC. THE CONTRACTOR SHALL VERIFY TOWER ORIENTATION AND FIELD COORDINATE REQUIRED ADJUSTMENTS TO ACHIEVE THE DESIRED ANTENNA AZIMUTHS. 2.ANTENNA CENTERLINE HEIGHT BASED ON TOP OF FOOTING ELEVATION. ANTENNA CENTERLINE HEIGHT BASED ON TOP OF FOOTING ELEVATION. 3.ALL ANTENNAS, CABLES AND MOUNTS SHALL BE INSTALLED IN ACCORDANCE WITH THE TOWER ENGINEER'S ALL ANTENNAS, CABLES AND MOUNTS SHALL BE INSTALLED IN ACCORDANCE WITH THE TOWER ENGINEER'S RECOMMENDATIONS IN A MANNER CONSISTENT WITH THE STRUCTURAL ANALYSIS REPORT. 4.ALL ANTENNA BRACKETS PER ANTENNA MANUFACTURER, OR EQUAL. CONTRACTOR TO COORDINATE REQUIRED ALL ANTENNA BRACKETS PER ANTENNA MANUFACTURER, OR EQUAL. CONTRACTOR TO COORDINATE REQUIRED MECHANICAL DOWNTILT WITH AT&T. 5.ALL ANTENNA INFORMATION TO BE CONFIRMED WITH AT&T RF DESIGN PRIOR TO INSTALLATION. ALL ANTENNA INFORMATION TO BE CONFIRMED WITH AT&T RF DESIGN PRIOR TO INSTALLATION. 6.ALL ANTENNA INFORMATION BASED ON RFDS DATED 01/15/17 FOR SITE 478-043.ALL ANTENNA INFORMATION BASED ON RFDS DATED 01/15/17 FOR SITE 478-043.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
2
AutoCAD SHX Text
C2
AutoCAD SHX Text
%%uEXISTING ANTENNA ORIENTATION
AutoCAD SHX Text
NTS
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
3
AutoCAD SHX Text
C2
AutoCAD SHX Text
%%uPROPOSED ANTENNA ORIENTATION
AutoCAD SHX Text
NTS
AutoCAD SHX Text
GENERAL NOTES
AutoCAD SHX Text
NOTE : EXISTING AZIMUTHS TO BE VERIFIED DURING CONSTRUCTION
AutoCAD SHX Text
NOTE : PROPOSED ANTENNAS MUST NOT BLOCK THE BEACON LIGHT.
AutoCAD SHX Text
ANTENNA AND COAXIAL CABLE SCHEDULE
AutoCAD SHX Text
OF ANTENNAS
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
SECTOR
AutoCAD SHX Text
ORIENT.
AutoCAD SHX Text
ANTENNA
AutoCAD SHX Text
CENTER
AutoCAD SHX Text
QTY.
AutoCAD SHX Text
ANT.
AutoCAD SHX Text
RAD
AutoCAD SHX Text
MODEL
AutoCAD SHX Text
RRU
AutoCAD SHX Text
CABLE
AutoCAD SHX Text
ANTENNA MARK
AutoCAD SHX Text
PROTECTION
AutoCAD SHX Text
SURGE
AutoCAD SHX Text
COAX/
AutoCAD SHX Text
TECH.
AutoCAD SHX Text
TMA QTY./ MODEL NO.
AutoCAD SHX Text
NOTE : EXISTING AND PROPOSED ANTENNA LAYOUT BASED ON INFORMATION PROVIDED BY CROWN
AutoCAD SHX Text
EPBQ-652L8H8 (PROPOSED)
AutoCAD SHX Text
320°
AutoCAD SHX Text
(1) STI 199AL- FULL3-Ex2-C (GROUND MOUNTED)
AutoCAD SHX Text
1
AutoCAD SHX Text
A2
AutoCAD SHX Text
ALPHA
AutoCAD SHX Text
(1) RAYCAP (SQUID) DC6-48-60-18-8C (PROPOSED)
AutoCAD SHX Text
(1) " FIBER 38" FIBER (2) " DC 78" DC (PROPOSED) (2) 1- " (1) " RET 58" (1) " RET (1) " RET 38" RET (EXISTING)
AutoCAD SHX Text
LTE 700/ LTE AWS/UMTS
AutoCAD SHX Text
300'
AutoCAD SHX Text
(1) RRUS-11 (PROPOSED) (PROPOSED) (1) RRUS-32 B66 (PROPOSED)
AutoCAD SHX Text
EPBQ-652L8H8 (PROPOSED)
AutoCAD SHX Text
150°
AutoCAD SHX Text
(1) STI 199AL- FULL3-Ex2-C (GROUND MOUNTED)
AutoCAD SHX Text
1
AutoCAD SHX Text
B2
AutoCAD SHX Text
BETA
AutoCAD SHX Text
-
AutoCAD SHX Text
(2) 1- " 58" (EXISTING)
AutoCAD SHX Text
LTE 700/ LTE AWS/UMTS
AutoCAD SHX Text
300'
AutoCAD SHX Text
(1) RRUS-11 (PROPOSED) (PROPOSED) (1) RRUS-32 B66 (PROPOSED)
AutoCAD SHX Text
EPBQ-652L8H8 (PROPOSED)
AutoCAD SHX Text
220°
AutoCAD SHX Text
(1) STI 199AL- FULL3-Ex2-C (GROUND MOUNTED)
AutoCAD SHX Text
1
AutoCAD SHX Text
G3
AutoCAD SHX Text
GAMMA
AutoCAD SHX Text
-
AutoCAD SHX Text
(2) 1- " 58" (EXISTING)
AutoCAD SHX Text
LTE 700/ LTE AWS/UMTS
AutoCAD SHX Text
300'
AutoCAD SHX Text
(1) RRUS-11 (PROPOSED) (PROPOSED) (1) RRUS-32 B66 (PROPOSED)
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
3
AutoCAD SHX Text
-
AutoCAD SHX Text
6
AutoCAD SHX Text
1
AutoCAD SHX Text
10
AutoCAD SHX Text
0
AutoCAD SHX Text
NOTE : EXISTING (6)1- " 58" COAX TO BE REMOVED
athompson
Stamp
Page 6: CROWN CASTLE - documents.brunswickcountync.govdocuments.brunswickcountync.gov/BCMS/0/edoc/813985/PLANS.pdf · existing rbs 3106 cabinet. gmax2. gmax2. 9'-3"x15'-9" at&t equipment
athompson
Stamp
Page 7: CROWN CASTLE - documents.brunswickcountync.govdocuments.brunswickcountync.gov/BCMS/0/edoc/813985/PLANS.pdf · existing rbs 3106 cabinet. gmax2. gmax2. 9'-3"x15'-9" at&t equipment
athompson
Stamp
Page 8: CROWN CASTLE - documents.brunswickcountync.govdocuments.brunswickcountync.gov/BCMS/0/edoc/813985/PLANS.pdf · existing rbs 3106 cabinet. gmax2. gmax2. 9'-3"x15'-9" at&t equipment
athompson
Stamp
Page 9: CROWN CASTLE - documents.brunswickcountync.govdocuments.brunswickcountync.gov/BCMS/0/edoc/813985/PLANS.pdf · existing rbs 3106 cabinet. gmax2. gmax2. 9'-3"x15'-9" at&t equipment

2

3

5

Sold Separately

6

3

44

3

5

2-7/8" OD Antenna Pipes

1

ITEM NO. PART NUMBER DESCRIPTION QTY.

1 K1672KT-T Top Leg Clamp Kit for T1671 & 72 Sectors 1

2 K1672KT-B Bottom Leg Clamp Kit - T1671&72 Sectors 1

3 K0081KT Standoff Angle, 58.75" (ATT Heavy 10) 4

4 K0030KT4B Brace Angle, 48" Long 4

5 K0071KT12 Face angle, 12.5' (ATT Heavy 10) 2

6 P1000KT12.5 2-3/8" OD Pipe, 150" Long 2

7 K1672KT-HW Hardware Kit for T1671KT12 & T1672KT12 1

NOTES:The range of the stiffarms will be the following:20 deg towards the tower (from perpendicular to the face angle)30 deg away from the tower (from perpendicular to the face angle)

Antenna Pipes should be centered and evenly spaced.AT&T Mount Classification: Satisfies Heavy 10

Designed in accordance with ANSI/TIA-222-G• Structure Class II• Galvanized Steel, A36 minimum grade• Exposure Category C (Rev G or H)• Topographic Category 1• Mount and antenna centerline at 300’ AGL(use for gust and height factors)• Gust effect factor, Gh = 1.0• Wind direction probability factor, Kd=0.95• 3-second gust basic wind speed, 50-year return, for bare conditions as noted in table • 3-second gust basic wind speed, 50-year return, considered simultaneously for iced conditions as noted in table

Load Ratings

Load Rating - Bare Condition for each pipe Load Rating - Iced Condition for each pipe

Antenna pipes per

Sector

Basic Wind

Speed (mph)

(EPA) N (sq ft)

(EPA) T (sq ft)

Factored Weight

(lbs)

Basic Wind

Speed (mph)

Design Ice Thickness

(tᵢ) (in)(EPA) T (sq ft)

(EPA) T (sq ft)

Factored Weight

(lbs)

4 120 15.0 15.0 663 60 1.0 24.0 24 1325

EPA of Base Unit

(EPA)N = ~19.00 ft²

D

C

B

AA

B

C

D

12345678

8 7 6 5 4 3 2 1

.06

(770) 975-0500 office (770) 974-5100 fax

PROPRIETARY AND CONFIDENTIAL

3431 Novis Pointe Acworth, Ga 30101

TWO PLACE DECIMAL:

INTERPRET GEOMETRIC

.03

UNLESS OTHERWISE SPECIFIED:

Sector Frame, 12' Face

SCALE: 1:18

(AT&T Heavy 10)

KAR

FINISHED WEIGHT: 554.10 lbs

4/6/16

DO NOT SCALE DRAWING

REV

SHEET 1 OF 3

Angle FaceDWG. NO.

THREE PLACE DECIMAL: .010

TOLERANCING PER:

MATERIAL

FINISH

DRAWN

CHECKED

ENG APPR.

MFG APPR.

DATENAME

TITLE:

SIZE

B

DIMENSIONS ARE IN INCHESTOLERANCES:FRACTIONAL: 1/32ANGULAR: 2 ONE PLACE DECIMAL:

THE INFORMATION CONTAINED IN THISDRAWING IS THE SOLE PROPERTY OFKENWOOD TELECOM. ANY REPRODUCTION IN PART OR AS A WHOLEWITHOUT THE WRITTEN PERMISSION OFKENWOOD TELECOM IS PROHIBITED.

athompson
Stamp
Page 10: CROWN CASTLE - documents.brunswickcountync.govdocuments.brunswickcountync.gov/BCMS/0/edoc/813985/PLANS.pdf · existing rbs 3106 cabinet. gmax2. gmax2. 9'-3"x15'-9" at&t equipment

2

5

6

7

1

3

4

ITEM NO. PART NUMBER DESCRIPTION QTY.

1 K1032KT214-2 A325 3/4"X2-1/4" Bolt Kit (2 ea) 1

2 K1029KT2-8 A325 5/8"X2" Bolt Kit (8 ea) 1

3 K1026KT112 A325 1/2"x1-1/2" Bolt Kit (10 ea)w/ (4) washers 1

4 K7940KT14-2 U-bolt kit, 2-7/8" OD pipe (2-Ubolt) 5

5 K1004KT1 Crossover clamp kit , 2-3/8" x 2-3/8" 2

6 K1004KT2 Crossover clamp kit, 2-3/8" x 5" 2

7 K1120KT9 Pivot Plate (ATT Heavy 10 & WLL) 2

TWO PLACE DECIMAL:

D

C

B

AA

B

C

D

12345678

8 7 6 5 4 3 2

KAR

.06

(770) 975-0500 office (770) 974-5100 fax

1

Sector Frame Hardware Kits

SCALE: 1:53431 Novis Pointe Acworth, Ga 30101

.03

FINISHED WEIGHT:

THREE PLACE DECIMAL:

REV

UNLESS OTHERWISE SPECIFIED:

5/19/16

DWG. NO.

DO NOT SCALE DRAWING SHEET 2 OF 3B

For Heavy 10 & WLLINTERPRET GEOMETRIC

SIZE

.010

PROPRIETARY AND CONFIDENTIALTOLERANCING PER:

MATERIAL

FINISH

DRAWN

CHECKED

ENG APPR.

MFG APPR.

DATENAME

TITLE:

DIMENSIONS ARE IN INCHESTOLERANCES:FRACTIONAL: 1/32ANGULAR: 2 ONE PLACE DECIMAL:

THE INFORMATION CONTAINED IN THISDRAWING IS THE SOLE PROPERTY OFKENWOOD TELECOM. ANY REPRODUCTION IN PART OR AS A WHOLEWITHOUT THE WRITTEN PERMISSION OFKENWOOD TELECOM IS PROHIBITED.

athompson
Stamp
Page 11: CROWN CASTLE - documents.brunswickcountync.govdocuments.brunswickcountync.gov/BCMS/0/edoc/813985/PLANS.pdf · existing rbs 3106 cabinet. gmax2. gmax2. 9'-3"x15'-9" at&t equipment

3

5

K1672KT-T - Top Leg Clamp Kit

1

2

4

1

4

3

K1672KT-B -Bottom Leg Clamp Kit

25

TWO PLACE DECIMAL:

D

C

B

AA

B

C

D

12345678

8 7 6 5 4 3 2

KAR

.06

(770) 975-0500 office (770) 974-5100 fax

1

Leg Clamp Assemblies .010

3431 Novis Pointe Acworth, Ga 30101

.03

SCALE: 1:8

UNLESS OTHERWISE SPECIFIED:

FINISHED WEIGHT:

INTERPRET GEOMETRIC

5/19/16

REV

DO NOT SCALE DRAWING SHEET 3 OF 3

DWG. NO.

for Heavy 10 & WLLTHREE PLACE DECIMAL:

B

Sector Frame

PROPRIETARY AND CONFIDENTIALTOLERANCING PER:

MATERIAL

FINISH

DRAWN

CHECKED

ENG APPR.

MFG APPR.

DATENAME

TITLE:

SIZE

DIMENSIONS ARE IN INCHESTOLERANCES:FRACTIONAL: 1/32ANGULAR: 2 ONE PLACE DECIMAL:

THE INFORMATION CONTAINED IN THISDRAWING IS THE SOLE PROPERTY OFKENWOOD TELECOM. ANY REPRODUCTION IN PART OR AS A WHOLEWITHOUT THE WRITTEN PERMISSION OFKENWOOD TELECOM IS PROHIBITED.

ITEM NO. PART NUMBER DESCRIPTION QTY.

1 K1672KT-02 Taper Adjustment Connector 1

2 K1672KT-01 Leg Channel, Top Clamp (ATT H10 & WLL) 1

3 K1672KT-04 Leg Channel, Inner (ATT Heavys) 1

4 K2320KT18iA Threaded Rod Kit 3/4" x 18" (4 ea) HDG B7 1

5 K1029KT212-2 A325 5/8"x2-1/2" kit (2 ea) 2

ITEM NO. PART NUMBER DESCRIPTION QTY.

1 K1672KT-02 Taper Adjustment Connector 1

2 K1672KT-03 Leg Channel, Bottom Clamp (ATT Heavys) 1

3 K1672KT-04 Leg Channel, Inner (ATT Heavys) 1

4 K2320KT18iA Threaded Rod Kit 3/4" x 18" (4 ea) HDG B7 1

5 K1029KT212-2 A325 5/8"x2-1/2" kit (2 ea) 2

athompson
Stamp