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.
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.
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DATE
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ISSUE
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REVISION
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INITIAL ISSUE
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02/14/17
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0
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REV. PER CROWN COMMENTS
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02/21/17
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1
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A PROJECT FOR:
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N
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N
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DRAWING INDEX
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TOWER INFORMATION:
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APPLICANT:
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TOWER OWNER:
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SITE
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%%uSITE INFORMATION:
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VICINITY MAP
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POWER:
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TELCO:
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BUILDING INSPECTIONS:
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OWNER INFORMATION:
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JURISDICTION:
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ATLANTIC TELEPHONE (910) 754-4311
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EXISTING SELF SUPPORT TOWER LAT. = 34.1046° NLONG. = 77.9706° W
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.
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GENERAL NOTES
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NOTE: EXISTING LAYOUT BASED ON INFORMATION PROVIDED BY CROWN
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GRAPHIC SCALE: 1" = 5'
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0
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5'
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10'
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15'
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EXISTING EQUIPMENT LAYOUT
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PROPOSED EQUIPMENT LAYOUT
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NOTE CIVIL INSTALL: ONE OUTDOOR ODN512 POWER CABINET AT END OF THE PAD FLX16 POLE AND CABINET BESIDE PROPOSED ODN CABINET
PROPOSED RRUS-32 B66 TO BE MOUNTED ABOVE PROPOSED RRUS-11 (TYP. 1 PER SECTOR)
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PROPOSED SQUID
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PROPOSED (3) MODEL #T1671KT12_AD MOUNT AND (12) MODEL #P1090KT8 PIPES
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BETA
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GAMMA
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EXISTING SELF SUPPORT TOWER
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ALPHA
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320%%D
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EXISTING ANTENNA TO BE REMOVED (TYP. 2 PER SECTOR)
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150%%D
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220%%D
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320%%D
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320%%D
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150%%D
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150%%D
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220%%D
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220%%D
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EXISTING ANTENNA TO BE REMOVED (TYP. OF 2)
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EXISTING MOUNT TO BE REMOVED (TYP. 1 PER SECTOR)
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EXISTING ANTENNA TO BE REMOVED
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SCALE:
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1
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C2
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%%uTOWER ELEVATION
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NTS
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TOWER ELEVATION,
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ANTENNA LAYOUT,
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COAXIAL CABLE
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SCHEDULE AND NOTES
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C2
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NOTE : THE TOWER DRAWING IS ONLY A GRAPHIC REPRESENTATION OF THE STRUCTURE. THE ACTUAL TOWER IN THE FIELD MAY VARY.
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SHEET NUMBER:
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SHEET CONTENTS:
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DATE
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ISSUE
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REVISION
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PROJECT NUMBER:
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INITIAL ISSUE
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02/14/17
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0
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REV. PER CROWN COMMENTS
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02/21/17
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1
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NC FIRM LICENSE NUMBER: C-2484
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SEAL
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029239
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N
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O
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T
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H
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SCALE:
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4
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C2
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%%uANTENNA AND COAX SCHEDULE
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NTS
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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.
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SCALE:
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%%uEXISTING ANTENNA ORIENTATION
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NTS
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SCALE:
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C2
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%%uPROPOSED ANTENNA ORIENTATION
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NTS
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GENERAL NOTES
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NOTE : EXISTING AZIMUTHS TO BE VERIFIED DURING CONSTRUCTION
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NOTE : PROPOSED ANTENNAS MUST NOT BLOCK THE BEACON LIGHT.
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ANTENNA AND COAXIAL CABLE SCHEDULE
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OF ANTENNAS
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DESCRIPTION
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SECTOR
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ORIENT.
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ANTENNA
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CENTER
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QTY.
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ANT.
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RAD
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MODEL
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RRU
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CABLE
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ANTENNA MARK
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PROTECTION
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SURGE
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COAX/
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TECH.
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TMA QTY./ MODEL NO.
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NOTE : EXISTING AND PROPOSED ANTENNA LAYOUT BASED ON INFORMATION PROVIDED BY CROWN
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EPBQ-652L8H8 (PROPOSED)
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320°
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(1) STI 199AL- FULL3-Ex2-C (GROUND MOUNTED)
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1
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A2
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ALPHA
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(1) RAYCAP (SQUID) DC6-48-60-18-8C (PROPOSED)
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(1) " FIBER 38" FIBER (2) " DC 78" DC (PROPOSED) (2) 1- " (1) " RET 58" (1) " RET (1) " RET 38" RET (EXISTING)
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
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.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.
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
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(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
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
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B
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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