1545 MAIN ROW18-0036N
X
c7,1 t 8 it
Mobility
J020=MAYPORT
FA NO: 10020470 - CCI NO: 812565
ENGINFFR
DEWBERRY ENGINEERS INC.
DO NORTH MAGNOLIA AVENUE
SUITE 1 DOD
ORLANDO, FL 32803
PHONE # (407) 843-5120
CONTACT: JULIE ANDREWS
SITE ACQUISITION
CROWN CASTLE
4511 N. MIMES AVE.
SUITE 210
TAMPA, FL 33614
PHONE # (813) 342-3900
�CONSULTANTTEAM
C-2
PROPOSED ELEVATION do ANTENNA ORIENTATION
RIDA BUILDING CODE, 2017 6TH
reF
ION ANSVEIA/TIA-222—G
IONAL ELECTRICAL CODE 2014,
PA 70-2014
• FLCRIDA FIRE PREVENTION CODE
208STH EDITION
• A.DI.A. COMPLIANCE:
FACILITY IS UNMANNED AND NOT FOR
HUMAN HABITATION.
L�EPPLICABLE
CODES
1545 MAIN STREET
ATLANTIC BEACH, FL 32233
TENANT IMPROVEMENT -LTE 6TH CARRIER 4T4R
SITE NAME:
J020—MAYPORT
CCI NUMBER:
812565
PARCEL ID:
172325-0010
SITE ADDRESS:
1545 MAIN STREET
ATLANTIC BEACH, FL 32233
PROPERTY OWNER:
PAR PRO LTD
PO BOX 330177
ATLANTIC BEACH, FL 32.233
TOWER OWNER:
CROWN CASTLE
4511 HIMES AVENUE
SUITE 210
TAMPA. FL 33614
APPLIC EZDEVELOPER:
AT&T MOBILITY
1101 GREENWOOD BLVD.
LAKE MARY, FL 32746
COORDINATES*
LATITUDE 30.3372194' (NAD83)
LONGITUDE —81.4198056' (NAD83)
* PER RFDS DATED 07/05/18
I PROJECT SUMMARY
DEPART AT&T OFFICE IN LAKE MARY:
START OUT GOING NORTH ON GREENWOOD BLVD TOWARD TECHNOLOGY PARK. TURN LEFT ONTO LAKE EMMA RD. TURN LEFT
ONTO W LAKE MARY BLVD. MERGE ONTO 1-4 E TOWARD DAYTONA BEACH. MERGE ONTO 1-95 N VIA THE EXIT ON THE LEFT
TOWARD JACKSONVILLE/DAYTONA BCH. MERGE ONTO FL -9B N VIA EXIT 333 TOWARD JAX BEACHES. TAKE E BELTWAY/1-295
N TOWARD SAVANNAH/1-95 N. MERGE ONTO J TURNER BUTLER BLVD/FL-202 E W4 EXIT 53. TAKE THE HODGES BLVD
EXIT. TURN LEFT ONTO HODGES BLVD. TURN RIGHT ONTO ATLANTIC BLVD/FL-10. MERGE ONTO MAYPORT RD/FL—A1A
TOWARD NAVAL STATION MAYPORT. TURN LEFT ONTO LEVY RD. TURN RIGHT ONTO MAIN Sr. DESTINATION IS ON THE RIGHT.
CONTRACTOR SHALL VERIFY ALL PLANS AND
EXISTING DIMENSIONS AND CONDITIONS ON THE
JOB SITE AND SHALL IMMEDIATELY NOTIFY THE
ENGINEER IN WRITING OF ANY DISCREPANCIES
BEFORE PROCEEDING WITH THE WORK OR BE
RESPONSIBLE FOR SAME.
2. CONTRACTOR SHALL NOTIFY OWNER FOR ACCESS
TO SITE.
3. ELECTRICAL PERMIT NOT REQUIRED.
4. THE PROJECT CONSISTS OF THE INSTALLATION
OF: (3) ANTENNAS, (3) RRUS-4449 B5/B12,
(3) RRUS-4478 B14. (1) DC CABLE, MOUNT
MODIFICATION do ALL ASSOCIATED WORK.
I SCOPE OF WORK
CROWN CASTLE CM DATE
AT&T CM DATE
CROWN CASTLE RF DATE
AT&T RF DATE
APPROVALS
THIS DOCUMENT WAS DEVELOPED TO REFLECT A
SPECIFIC SITE AND ITS SITE CONDITIONS AND IS
NOT TO BE USED FOR ANOTHER SITE OR WHEN
OTHER CONDITIONS PERTAIN. REUSE OF THIS
DOCUMENT IS AT THE SOLE RISK OF THE USER.
SHT.
NO.
DESCRIPTION
T-1
TITLE SHEET
G-1
GENERAL NOTES
PROJECT NUMBER:
800 W2
C-1
PROPOSED SITE PLAN
C-2
PROPOSED ELEVATION do ANTENNA ORIENTATION
C-3
ANTENNA do CABLE SCHEDULE
C-4
CONSTRUCTION DETAILS I
C-5
CONSTRUCTION DETAILS II
S-1
STRUCTURAL DETAILS
SHEET JNDEX
• ULTIMATE DESIGN WIND SPEED: 129 MPH
(3—SECOND GUST, Va)
• NOMINAL DESIGN WIND SPEED: 100 MPH
(3—SECOND GUST, V d)
• RISK CATEGORY: II
• WIND EXPOSURE: C
• APPLICABLE CODES: ANSI/TIA-222—G/2017
FLORIDA BUILDING CODE
LOADING CRITERIA
{a&
Mobility
1101 GREENWOOD BLVD
LAKE MARY, FL 32746
CROWN
CASTLE
x .
4511 N. HIMES AVE.
SUITE 210
TAMPA, FL 33614
J020-MAYPORT
CCI NO.: 812565
FA NO.: 10020470
CONSTRUCTION DRAWINGS
0 110/04/181 FOR CONSTRUCTION
0;'.1111-14
Dewberry*
Dewberry Engineers Inc.
800 NORTH MAGNOLIA AVE.
SUITE 1000
ORLANDO, FL 32803
PHONE: 407.843.5120
FAX: 407.649.8664
mvm sr. LEO
RENEWED BY:
NRK
PROJECT NUMBER:
800 W2
aoe NUMBER:
501061172
srtE
1545 MAIN STREET
ATLANTIC BEACH, FL 32233
SHEEr Wu
TITLE SHEET
SHEET NUMBER
T-1
GENERAL NOTES:
1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY:
PROJECT MANAGEMENT - CROWN CASTLE
CONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION)
OWNER - AT&T MOBILITY
OEM - ORIGINAL EQUIPMENT MANUFACTURER
2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH
THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE
CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF PROJECT
MANAGEMENT.
3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES,
REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS,
ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERF RMANCE
OF THE WORK.
4. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS
AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS.
5. DRAWINGS PROVIDED HERE ARE NOT TO SCALE UNLESS OTHERWISE NOTED AND ARE INTENDED TO SHOW OUTLINE
ONLY.
6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND
LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS.
7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE.
8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON'THESE DRAWINGS, THE CONTRACTOR S LL
PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY PROJECT MANAGEMENT.
9. CONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, GROUNDING CABLES AS
SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. CONTRACTOR SHALL UTILIZE EXISTING TRAY
AND/OR SHALL ADD NEW TRAYS AS NECESSARY. CONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH PROJECT
MANAGEMENT.
10. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCT41RES.
ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER.
11. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND
OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S
DESIGNATED LOCATION.
12. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION.
13. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE
SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND
FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT.
14. CONTRACTOR SHALL NOTIFY DEWBERRY 48 HOURS IN ADVANCE OF POURING CONCRETE, OR BACKFILLING TR :NCHES,
SEALING ROOF AND WALL PENETRATIONS & POST DOWNS, FINISHING NEW WALLS OR FINAL ELECTRICAL CON IECTIONS
FOR ENGINEER REVIEW.
15. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WORK. LL
DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. CONTRACTOR SHALL NOTIFY
PROJECT MANAGEMENT OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION.
16. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY CONTRACTOR SFIAH
NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT MUST BE COORDINATED WITH
LAND LORD. ALSO, WORK SHOULD BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW
TRAFFIC PERIODS AFTER MIDNIGHT.
17. SINCE THE CELL SITE IS ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND HIGH IEVELS
OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD
EXPOSE THE WORKERS TO DANGER. PERSONAL RF EXPOSURE MONITORS ARE ADVISED TO BE WORN TO ALERT OF
ANY DANGEROUS EXPOSURE LEVELS.
SITE WORK GENERAL NOTES:
1. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION.
2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK,
SHALL BE PROTECTED AT
ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE
RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN
EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR
THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO:
A) FALL PROTECTION
B) CONFINED SPACE
C) ELECTRICAL SAFETY
D) TRENCHING & EXCAVATION.
3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS.
4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES, TOP SOIL AND OTHER REFUSE SHALL BE REMOVED
FROM THE SITE AND DISPOSED OF LEGALLY.
5. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EX�_CUTION
OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH
WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF CONTRACTOR, OWNER
AND/OR LOCAL UTILITIES.
6. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION.
7. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE AT&T SPECIFICATION FOR SITE SILAGE.
8. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE TRANSMISSION EQUIPMENT AND
TOWER AREAS.
9. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE
SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT.
10. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHEDURFACE
APPLICATION, SEE SOIL COMPACTION NOTES.
11. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIDMENT
OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION.
12. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL
JURISDICTION'S GUIDELINES FOR EROSION AND SEDIMENT CONTROL.
CONCRETE AND REINFORCING STEEL NOTES:
1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185
AND THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST -IN-PLACE CONCRETE.
2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, UNLESS NOTED
OTHERWISE. A HIGHER STRENGTH (4000 PSI) MAY BE USED. ALL CONCRETING WORK SHALL BE DONE IN
ACCORDANCE WITH ACI 318 CODE REQUIREMENTS.
3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED
WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE (UNO).
SPLICES SHALL BE CLASS "B" AND ALL HOOKS SHALL BE STANDARD, UNO.
4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN
OTHERWISE ON DRAWINGS:
CONCRETE CAST AGAINST EARTH ........ 3 IN.
CONCRETE EXPOSED TO EARTH OR WEATHER:
#6 AND LARGER ..........................2 IN.
5 AND SMALLER & WWF, ....... 1 1/2 IN.
CONCRETE NOT EXPOSED TO EARTH OR WEATHER
OR NOT CAST AGAINST THE GROUND:
SLAB AND WALL ....................... 3/4 IN.
BEAMS AND COLUMNS..............1 1/2 IN.
5. A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNO, IN ACCORDANCE WITH ACI 301
SECTION 4.2.4.
6. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED
PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR
EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR
APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL BE
PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. ALL EXPANSION/WEDGE ANCHORS
SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. EXPANSION BOLTS SHALL BE PROVIDED BY
RAMSET/REDHEAD OR APPROVED EQUAL.
7. CONCRETE CYLINDER TEST IS NOT REQUIRED FOR SLAB ON GRADE WHEN CONCRETE IS LESS THAN 50 CUBIC
YARDS (IBC 1905.6.2.3) IN THAT EVENT THE FOLLOWING RECORDS SHALL BE PROVIDED BY THE CONCRETE
SUPPLIER;
(A) RESULTS OF CONCRETE CYLINDER TESTS PERFORMED AT THE
SUPPLIER'S PLANT,
(B) CERTIFICATION OF MINIMUM COMPRESSIVE STRENGTH FOR
THE CONCRETE GRADE SUPPLIED.
FOR GREATER THAN 50 CUBIC YARDS THE GC SHALL PERFORM THE CONCRETE CYLINDER TEST.
8. AS AN ALTERNATIVE TO ITEM 7, TEST CYLINDERS SHALL BE TAKEN INITIALLY AND THEREAFTER FOR EVERY 50 YARDS
OF CONCRETE FROM EACH DIFFERENT BATCH PLANT.
9. EQUIPMENT SHALL NOT BE PLACED ON NEW PADS FOR SEVEN DAYS AFTER PAD IS POURED, UNLESS IT IS VERIFIED
BY CYLINDER TESTS THAT COMPRESSIVE STRENGTH HAS BEEN ATTAINED.
STRUCTURAL STEEL NOTES:
1. ALL STEEL WORK SHALL BE PAINTED OR GALVANIZED IN ACCORDANCE WITH THE DRAWINGS UNLESS NOTED
OTHERWISE. STRUCTURAL STEEL SHALL BE ASTM -A-36 UNLESS OTHERWISE NOTED ON THE SITE SPECIFIC DRAWINGS.
STEEL DESIGN, INSTALLATION AND BOLTING SHALL BE PERFORMED IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF
STEEL CONSTRUCTION (AISC) "MANUAL OF STEEL CONSTRUCTION".
2. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC. WHERE
FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL
CONSTRUCTION". PAINTED SURFACES SHALL BE TOUCHED UP.
3. BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE (3/4.0) CONNECTIONS AND SHALL HAVE MINIMUM OF
TWO BOLTS UNLESS NOTED OTHERWISE.
4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM A 307 BOLTS UNLESS NOTED
OTHERWISE.
5. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED
PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR
EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR
APPROVAL
WHEN DRILLING
HOLES IN CONCRETE. SPECIAL INSPECTIONS REQUIRED EQU RED BY
GOVERNING CODES, SHALL BE
PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. ALL EXPANSION/WEDGE
ANCHORS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. EXPANSION BOLTS SHALL BE PROVIDED BY
RAMSET/REDHEAD OR APPROVED EQUAL.
6. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ENGINEER REVIEW & APPROVAL ON PROJECTS REQUIRING
STRUCTURAL STEEL.
7. ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS.
SOIL COMPACTION NOTES FOR SLAB ON GRADE:
1. EXCAVATE AS REQUIRED TO REMOVE VEGETATION & TOPSOIL EXPOSE UNDISTURBED NATURAL SUBGRADE AND PLACE
CRUSHED STONE AS REQUIRED,
2. COMPACTION CERTIFICATION: AN INSPECTION AND WRITTEN CERTIFICATION BY A QUALIFIED GEOTECHNICAL TECHNICIAN
OR ENGINEER IS ACCEPTABLE.
3. AS AN ALTERNATIVE TO INSPECTION AND WRITTEN CERTIFICATION, THE "UNDISTURBED SOIL" BASE SHALL BE
COMPACTED WITH "COMPACTION EQUIPMENT", LISTED BELOW, TO AT LEAST 90% MODIFIED PROCTOR MAXIMUM DENSITY
PER ASTM D 1557 METHOD C.
4. COMPACTED SUBBASE SHALL BE UNIFORM & LEVELED. PROVIDE 6" MINIMUM CRUSHED STONE OR GRAVEL
COMPACTED IN 3" LIFTS ABOVE COMPACTED SOIL. GRAVEL SHALL BE NATURAL OR CRUSHED WITH 100% PASSING 1"
SIEVE.
5. AS AN ALTERNATIVE TO ITEMS 2 AND 3 PROOFROLL THE SUBGRADE SOILS WITH 5 PASSES OF A MEDIUM SIZED
VIBRATORY PLATE COMPACTOR (SUCH AS BOMAG BPR 30/38) OR HAND -OPERATED SINGLE DRUM VIBRATORY ROLLER
(SUCH AS BOMAG BW 55E). ANY SOFT AREAS THAT ARE ENCOUNTERED SHOULD BE REMOVED AND REPLACED WITH
A WELL -GRADED GRANULAR FILL, AND COMPACTED AS STATED ABOVE.
COMPACTION EQUIPMENT:
1. HAND OPERATED DOUBLE DRUM, VIBRATORY ROLLER, VIBRATORY PLATE COMPACTOR OR JUMPING JACK COMPACTOR.
CONSTRUCTION NOTES:
1. FIELD VERIFICATION:
CONTRACTOR SHALL FIELD VERIFY SCOPE OF WORK, AT&T ANTENNA PLATFORM LOCATION AND ANTENNAS TO BE
REPLACED.
2. COORDINATION OF WORK:
CONTRACTOR SHALL COORDINATE RF WORK AND PROCEDURES WITH PROJECT MANAGEMENT.
3. CABLE LADDER RACK:
CONTRACTOR SHALL FURNISH AND INSTALL CABLE LADDER RACK, CABLE TRAY, AND CONDUIT AS REQUIRED TO
SUPPORT CABLES TO THE NEW BTS LOCATION.
ELECTRICAL INSTALLATION NOTES:
1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL
APPLICABLE LOCAL CODES.
2. CONTRACTOR SHALL MODIFY EXISTING CABLE TRAY SYSTEM AS REQUIRED TO SUPPORT RF AND TRANSPORT CABLING
TO THE NEW BTS EQUIPMENT. CONTRACTOR SHALL SUBMIT MODIFICATIONS TO PROJECT MANAGEMENT FOR APPROVAL.
3. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT
BLOCKED.
4. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC.
5. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC.
6. CABLES SHALL NOT BE ROUTED THROUGH LADDER -STYLE CABLE TRAY RUNGS.
7. EACH END OF EVERY POWER, POWER PHASE CONDUCTOR (I.E.. HOTS), GROUNDING, AND T1 CONDUCTOR AND CABLE
SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2 INCH PLASTIC
ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC &
OSHA, AND MATCH EXISTING INSTALLATION REQUIREMENTS.
8. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. ALL
EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER
OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E., PANELBOARD AND CIRCUIT ID'S).
9. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE CLEARLY LABELED
WITH ENGRAVED LAMACOID PLASTIC LABELS.
10. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES.
11. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR (SIZE 14
AWG OR LARGER), 60OV, 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, UNLESS
OTHERWISE SPECIFIED.
12. POWER PHASE CONDUCTORS (I.E., HOTS) SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE
(3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL.) PHASE CONDUCTOR COLOR
CODES SHALL CONFORM WITH THE NEC & OSHA AND MATCH EXISTING INSTALLATION REQUIREMENTS.
13. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (SIZE 6 AWG OR
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, UNLESS
OTHERWISE SPECIFIED.
14. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS, OR BELOW GRADE, SHALL BE SINGLE CONDUCTOR
#2 AWG SOLID TINNED COPPER CABLE, UNLESS OTHERWISE SPECIFIED.
15. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI -CONDUCTOR, TYPE TC CABLE (SIZE 14
AWG OR LARGER), 60OV, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90-C
(WET AND DRY) OPERATION; WITH OUTER JACKET; LISTED OR LABELED FOR THE LOCATION USED, UNLESS OTHERWISE
SPECIFIED.
16. ALL POWER AND POWER 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 (90'C IF AVAILABLE).
17. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL,
ANSI/IEEE, AND NEC.
18. NEW RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION WHERE POSSIBLE.
19. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40, OR RIGID PVC
SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS.
20. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (ENT), OR RIGID NONMETALLIC CONDUIT (RIGID
PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS.
21. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE.
22. RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40 OR RIGID 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.
23. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE
VIBRATION OCCURS OR FLEXIBILITY IS NEEDED.
24. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION
USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE.
25. CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA,
UL, ANSI/IEEE, AND NEC.
26. CABINETS, BOXES, AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE.
27. WIREWAYS SHALL BE EPDXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARD;
SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER)
OUTDOORS.
28. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR
EPDXY-COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS, OR
NEMA 3R (OR BETTER) OUTDOORS.
29. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED, OR NON -CORRODING;
SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER
PROTECTED (WP OR BETTER) OUTDOORS.
30. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED NEMA 1
(OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS.
31. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM PROJECT MANAGEMENT BEFORE
COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS.
32. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN
ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND PROPERTY.
at&t
Mobility
1101 GREENWOOD BLVD
LAKE MARK, FL 32746
yCROWN
ASTLE
4511 N. HIMES AVE.
SUITE 210
TAMPA, FL 33614
J020-MAYPORT
CCI NO.: 812565
FA NO.: 10020470
CONSTRUCTION DRAWINGS
0 10/04/18 FOR CONSTRUCTION
Dewberry*
Dewberry Engineers Inc.
800 NORTH MAGNOLIA AVE.
SUITE 1000
ORLANDO, FL 32803
PHONE: 407.843.5120
FAX: 407.649.8664
DRAWN BY.' LED
mmmm BY:
NRK
cmc m BY:
JAA
PRU= NUMBER:
sooeeaa2
JOB NUMBER:
50106172
SIIE ADDRESS
1545 MAIN STREET
ATLANTIC BEACH, FL 32233
SHEET TITLE
GENERAL NOTES
SHEET NUMBER
G-1
PROPOSED POSITION 4 ANTENNA 2
ER SECTOR. 3 TOTAL) C-4
Position 1, 2, & 3 Antenna
Per Sector, 9 Total)
_ Overall Tower Height _
Elev. = 194'-6"± A.G.L. q�
Top 2f Self -Support Towe
Elev. = 190'-0'± A.G.L.
C.L OF EXISTING & PROPOSED
-� - 1ANT 90 -0TAG.L
C.L. of ExistincL_Antennas.GL._
Elev. = 178'-0"± A.
ng Antennas
) (By Others)
C.L. of ExistingAntennas_
Elev. = 130'-0"± A.G.L. 0�
OSED CABLES TO BE
ED UP TOWER IN
RDANCE WITH
CTURAL ANALYSIS.
;ting Climbing
s (Typ.)
ng 190'± Tall
Support Tower
g AT&T
lent
Existing Chain Link
Fence (Typ.)
PROPOSED ELEVATION O
SCALE: 1'-30' FOR 11*07"
1'-15' FOR 2Yx34•
Existing Grade _
Elev. = 0'-0'f A G.L.
G4
Sec�tr
G°�k0 G3
Existing Positio 3 RRUS-11
(Typ.-1 Per S ,ctor, 3 Total)
(TO BE REMOVED)
Existing Position 4 Antenna
(Typ.-1 Per Sector, 3 Total)
(TO BE REMOVED & REPLACED)
Al
Existing 190'± Tall
ielf-Support Tower
G2 v
G1
Existing DC2 (Typ.-6)
(TO REMAIL
Existing Position 4 RRUS-32 866
(Typ.-1 Per Sector, 3 Total)
(7O REMAIN)
Existing Position 2 RRUS-32 B2
-(Typ.-1 Per Sector, 3 Total)
(TO REMAIN)
Existing Position 3 RRUS-32
(Typ.-1 Per Sector, 3 Total)
O L (TO REMAIN)
U j
'
q) E
oN
A2 a o A3 A4
�tREMA , (Typ.-3)
Existing Position 1 TMA
Z(( .-1Pe; Sector, 3 Total)REMA
PROPOSED POSITION 4 RRUS•-4440 BS/812 2
MOUNTED BACK TO BACK BEHIND PROPOSED
ANTENNA ON PROPOSED RRU MOUNT C -S
".-1 PER SECTOR, 3 TOTAL)
PROPOSED 1.0.0 SCH.40 GALV DVaONAL
STEEL PIPE (7YP -2 PER SEICTDR. 870TAL) 1 1
CONNECTED TOO EXISTING V -FRAME USING C 1 S-1
ADJUSTABLE CLAMP PLATE
SITE PRO 1 P/N: PUCK OR APPROVED WAALY
VYP--4 PER SEII 12 TOTAL)
B1
C-4
PROPOSED POSITION 4 ANTENNA J
(7YP.-1 PER SECTOR. 3 TOTAL)
•
eel
e
02
Existing DC2 (Typ.-6)
at&t
B2
O co):
Existing Position 2 RRUS-12
(Typ.-1 Per Sector, 3 Total)
(70 BE REMOVED & REPL CED)
63
G1
ExLSilrii S71FF ARM ��
RElOCA71 AND CONIEC7ED TO FRONT
HORIZONTAL PPE AND TOWER LEO WITH
SITE PRO 1 (P/N:
1 2 "--1 PER SECTOR, 3 TOT
Existing Position 1, 2, & 3 Antenna
B4 (Typ.-3 Per Sector, 9 Total)
(TO REMAIN)
S-1 S-1 1 PER D (P/lk SAM
�� 3 TOT
Existing B2B RRU Mount
(Typ.-1 Per Sector, 3 Total)
(TO BE REMOVED do REPLACED)
EXISTING ANTENNA LAYOUT
SCALE N.T.S. 2
CROWN CASTLE NOTE:
DO NOT TRAP OR BLOCK THE SAFETY CLIMB
1. ALL INSTALLED EQUIPMENT IS NOT TO
EXCEED 207'-0" A.G.L. PER FAA
DETERMINATION.
2. ALL AT&T EQUIPMENT NOT TO EXCEED
THE BOTTOM OF THE BEACON LIGHT.
3. CROWN CASTLE REQUIREMENT:
TAPE DROP REQUIRED FOR RAD CENTER
AND OVERALL TOWER HEIGHT WHEN
EQUIPMENT IS WITHIN 10'-0" OF THE TOP
OF THE TOWER,
Existing Position 4 RRUS-32 B66
(Typ.-1 Per Sector, 3 Total)
-Existing Position 2 RRUS-32 B2
(Typ.-1 Per Sector, 3 Total)
Existing Position 3 RRUS-32
(Typ.-1 Per Sector, 3 Total)
A2 A3 A4
Existing DC6 (Typ.-3)
Existing Position 1 TMA
(Typ.-1 Per Sector, 3 Total)
61
B2 Nk
PROPOSED POSITION 2 RRUS-4478 B14
MOUNTED BACK 70 BACK BEHIND EXIbiING
ANTENNA ON D=NGRRU MOUNT
(Ty
B3 p,-1 PER SECTOR. 3 TOTAQ 1
c -s
Existing Position 1, 2, & 3 Antenna
94 (Typ.-3 Per Sector, 9 Total)
PROPOSED B28 RRU MOUNT
(ERISSON P/N: SXK1250481/1OR e
(IYP.�1RPER SECTOR. 3 TONAL) C-8
NTE,
1. INSTALL MOUNT MODIFICATION IN ACCORDANCE WITH THE ANTENNA MOUNT
ANALYSIS REPORT BY USA ENGINEERING, DATED 08/06/18.
2. MAINTAIN TYPICAL 3' MINIMUM ANTENNA SEPARATION.
3. MAINTAIN 3' MINIMUM EDGE TO EDGE SEPARATION BETWEEN B12 AND
B14 ANTENNAS.
PROPOSED ANTENNA LAYOUT 3
SCALE N.T.S.
CONTRACTOR IS RESPONSIBLE FOR VERIFYING
EXISTING CONDITIONS AND IDENTIFYING ANY
EXISTING CONFLICTS (INCLUDING BUT NOT
LIMITED TO EXISTING COAXIAL CABLES, SAFETY
CLIMBS, ETC) AND DETERMINING TEMPORARY
BRACING OR RELOCATION REQUIRED FOR
INSTALLATION OF THE PROPOSED EQUIPMENT.
THE CONTRACTOR SHALL RESTORE ALL
RELOCATED ITEMS TO PREVIOUS CONDITIONS.
A.G.L. = ABOVE GRADE LEVEL
C.L. = CENTER LINE
NOTES:
1. PRIOR TO START OF ANY WORK, A PASSING
STRUCTURAL ANALYSIS SHALL BE PROVIDED BY A
FLORIDA LICENSED P.E. CONTRACTOR TO OBTAIN A
COPY BEFORE STARTING ANY WORK.
2. ALL ANTENNAS, COAX, SURGE ARRESTORS, RRUS, ETC.
TO BE INSTALLED IN ACCORDANCE WITH STRUCTURAL
ANALYSIS PROVIDED BY OTHERS AND FINAL AT&T RF
DATA SHEET.
3. DEWBERRY ENGINEERS, INC. MAKES NO GUARANTEE
THAT THE NUMBER, TYPE AND LOCATION OF RRHS,
SURGE ARRESTORS, DC TRUNK CABLES, FIBER
CABLES, RET CABLES AND FLEX CONDUITS SHOWN ON
PLANS ARE CORRECT. THE CONTRACTOR SHALL VERIFY
EXACT NUMBER, TYPE AND LOCATION OF MENTIONED
ITEMS WITH AT&T PRIOR TO CONSTRUCTION.
CROWN
\ CASTLE
4511 N. HIMES AVE.
SUITE 210
TAMPA, FL 33614
J020-MAYPORT
CCI NO.: 812565
FA NO.: 10020470
CONSTRUCTION DRAWINGS
0 10/04/18 FOR CONSTRUCTION
Dewberry*
Dewberry Engineers Inc.
B00 NORTH MAGNOLIA AVE.
SUITE 1000
ORLANDO, FL 32803
EI�843.5120
I
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Mobility
PROJECT NUMBER:
1101 GREENWOOD BLVD
LAKE MARY, FL 32746
CROWN
\ CASTLE
4511 N. HIMES AVE.
SUITE 210
TAMPA, FL 33614
J020-MAYPORT
CCI NO.: 812565
FA NO.: 10020470
CONSTRUCTION DRAWINGS
0 10/04/18 FOR CONSTRUCTION
Dewberry*
Dewberry Engineers Inc.
B00 NORTH MAGNOLIA AVE.
SUITE 1000
ORLANDO, FL 32803
EI�843.5120
I
% Q;'•
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PROJECT NUMBER:
.t$tt t�t40
DRAWN W.
LED
REV e -m BY:
NRK
CHECKED BY:
JM
PROJECT NUMBER:
60096832
JOB NUMER:
50106172
SITE ADDRESS
1545 MAIN STREET
ATLANTIC BEACH, FL 32233
SHEET TITLE
PROPOSED ELEVATION &
ANTENNA ORIENTATION
SHEET NUMBER
C-2
ALPHA (A3) 1 0' 1 190'-0" 1 ANDREW I SBNHH-1D65B 1 1
ALIWA (A4)
7
190'-0'
ANDREW
ANTE"
SECTOR
AZIMUTH
A6
AW
ANTENNA MODEL
AI01
ALPHA (Al)
0'
190'-0"
ANDREW
DBXNH-65658-R2M
1
1
QTY
QTY.
-
LDF7-50A
1-5/8"
ALPHA (A2)
0'
190'-0"
ANDREW
SBNHH-1D65B
1
ALPHA (A3) 1 0' 1 190'-0" 1 ANDREW I SBNHH-1D65B 1 1
ALIWA (A4)
7
190'-0'
ANDREW
NNHH-658-84
1
QTY.
MODEL SIZE QTY. LENGTH PER LINE
102
RRU
Moi
2
BETA (81)
120'
190'-0"
ANDREW
DBXNH-65658-R2M
1
QTY
QTY.
-
LDF7-50A
1-5/8"
2
BETA (B2)
120'
190'-0"
ANDREW
SBNHH-1D65B
1
BETA (83) 1 120' 1 190'-0" 1 ANDREW I SBNHH-1D65B 1 1
BETA (84)
120'
190'-O'
ANDREW
NNHH-65B-R4
1
QTY.
MODEL SIZE QTY. LENGTH PER LINE
102
RRU
Moi
2
GAMMA (G1)
240'
190'-0"
ANDREW
DBXNH-65659-R2M
1
QTY
QTY.
-
LDF7-50A
1-5/8"
2
GAMMA (G2)
240'
190'-0"
ANDREW
SBNHH-1D65B
1
GAMMA (G3) 1 240' 1 190'-0" 1 ANDREW I SBNHH-1D65B 1 1
GAW A (G4) 247 190'-0- ANDREW NNHH-658-R4 1 -
TOTAL EXISTING 9
TOTAL PROPOSED 3
OVERALL TOTAL 12
WCS FIL70 7w► DIPLEXER
MODEL QITY. MODEL QW. MODEL
E15SO9P78 1 CM1D07-DBPXBC-002 - 2
El5V87P73 1 - - - - -
- - E15S09P78 1 CM1007-DBPXBC-002 - 2
El5V87P73 1 - - - - -
E15S09P78 1 CM1007-DBPXBC-002 - 2
TOTAL 2 TOTAL 3 TOTAL - 6
** INACTIVE COAX TO REMAIN.
at&t
��� .. . ......
Mobility
1101 GREENWOOD BLVD
LAKE MARY, FL 32746
CROWN
nCAST L E
#`
4511 N. HIMES AVE.
SUITE 210
TAMPA, FL 33614
J020-MAYPORT
CCI NO.: 812565
FA NO.: 10020470
CONSTRUCTION DRAWINGS
0 10/04/18 FOR CONSTRUCTION
If Dewberry°
Dewberry Engineers Inc.
800 NORTH MAGNOLIA AVE.
I�
�• y 'C•: ;
• rn
O • •`' . C
i•�•f' r •• ,
v *77NEER!*�••.
DRAWN 81h LED
RT:VIEWED BY: NRK
CI mm 8th JM
PROJECT NUMBER: 60098832
JOB NUMBER: 60108172
sm ADDRESS
1545 MAIN STREET
ATLANTIC BEACH, FL 32233
SHEET TITLE
ANTENNA & CABLE
SCHEDULE
SHEET NUMBER
DC FIBER DEMARCATION2 I C-3
ANTENNA & COAX SCHEDULE DETAIL
RA DC FlBER DEMARCATION BOX
CABLES
CABLES
MODEL
QTY.
MODEL SIZE QTY. LENGTH PER LINE
102
RRU
Moi
2
CABLE MODEL
SIZE
OF CABLES
DC6-48-60-18-8C
MODEL
QTY
QTY.
-
LDF7-50A
1-5/8"
2
220'
1 RED
-
-
-
7/4
2 RED
RRUS-32 B2
1
-
ROSENBERGER FIBER JUMPER (DCG 70 RRU) 3/8' 4 15'
ROSENBERGER SINGLE PAIR DC CABLES (DC2 70 RRU) 7/16' 2 1 S'
RRUS-4478 B14
1
-
1/2' COAX JUMPER (RRU TO ANTENNA) 1/2' 6 10'
7/4
ROSENBERGER FIBER JUMPER (DC6 TO RRU)
3/8"
1
15'
3 RED
RRUS-32
1
-
ROSENBERGER SINGLE PAIR DC CABLES (DC2 TO RRU) 7/16" 1 15'
1/2" COAX JUMPER (RRU TO ANTENNA) 1/2" 2 10'
1/2" COAX JUMPER (RRU TO WCS) 1/2" 4 6'
1/2" COAX JUMPER (WCS TO ANTENNA) 1/2" 4 6'
3
R0SENBERGER FIBER JUMPER (DCG 70 RRU)
3/8'
4
15'
4 RED
RRUS-4449 B5/812
1
-
ROSENBERGER SINGLE PAIR DC CABLES (DC2 70 RRU) 7/16' 3 15'
RRUS-32 666
1
-
1/2- COAX JUMPER (RRU 70 ANTENNA) 1/2' 8 10'
-
LDF7-50A
1-5/8"
2
220'
1 BLUE
-
-
-
6/3
2 BLUE
RRUS-32 B2
1
-
ROSENBERGER FIBER JUMPER (DC6 70 RRU) 3/G' 4 15'
ROSENBERGER SINGLE PAIR DC CABLES (DC2 TO RRU) 7/16' 2 15'
RRUS-4478 814
1
-
1/2' COAX JUMPER (RRU TO MMW) 1/2' 6 1W
6/3
ROSENBERGER FIBER JUMPER (DC6 TO RRU)
3/8"
1
15'
3 BLUE
RRUS-32
1
-
ROSENBERGER SINGLE PAIR DC CABLES (DC2 TO RRU) 7/16" 1 15'
1/2" COAX JUMPER (RRU TO ANTENNA) 1/2" 2 10'
1/2" COAX JUMPER (RRU TO WCS) 1/2" 4 6'
/2" COAX JUMPER (WCS TO ANTENNA) 1/2" 4 6'
3
ROSENBERGER FIBER JUMPER (DCG TO RRU)
3/8'
4
15'
4 BLUE
RRUS_4440 B5/B12
1
-
ROSENBERGER SINGLE PAIR DC CABLES (DC2 TO RRU) 7/16' 3 15'
RRUS-32 B66
1
-
1/2- COAX JUMPER (RRU 70 ANTENNA) 1/2' 8 10'
-
LDF7-50A
1-5/8"
2
220'
1 GREEN
-
-
-
6/3
2 GREENROSENBERGER
RRUS-32 62
RRUS-4478 814
1
1
-
-
ROSENBERGER FIBER JUMPER (DC6 70 RRU) 3/8' 4 15'
SINGLE PAIR DC CABLES (DC2 TO RRU) 7/16' 2 15'
1/2' COAX JUMPER (RRU TO ANTENNA) 1/2' 6 10'
6/3
ROSENBERGER FIBER JUMPER (DC6 TO RRU)
3/8"
1
15'
3 GREEN
RRUS-32
1
-
ROSENBERGER SINGLE PAIR DC CABLES (DC2 TO RRU) 7/16" 1 15'
1/2" COAX JUMPER (RRU TO ANTENNA) 1/2" 5 10'
3
4 GREEN
RRUS-4449 85/1912
RRUS-32 866
1
1
-
-
ROGER FIBER JUMPER (DC6 TO RRU) 3/8' 4 15'
R08ENBERGER SINGLE PAIR DC CABLES (DC2 70 RRU) 7/16- 3 15'
1/2- COAX JUMPER (RRU TO ANTENNA) 1/2'a 10•
POWER
FIBER
JUMPERS
1-5/8"
TOTAL ACTIVE
COAX
1-5/8"
INACTIVE
COAX
5/16-
/16"RET
RET
CABLES
BILL OF MATERIALS __0
18
27
68
6
** 6
3
270'
405'
616'
1,320'
1,320'
660'
TOTAL 15 -
WCS FIL70 7w► DIPLEXER
MODEL QITY. MODEL QW. MODEL
E15SO9P78 1 CM1D07-DBPXBC-002 - 2
El5V87P73 1 - - - - -
- - E15S09P78 1 CM1007-DBPXBC-002 - 2
El5V87P73 1 - - - - -
E15S09P78 1 CM1007-DBPXBC-002 - 2
TOTAL 2 TOTAL 3 TOTAL - 6
** INACTIVE COAX TO REMAIN.
at&t
��� .. . ......
Mobility
1101 GREENWOOD BLVD
LAKE MARY, FL 32746
CROWN
nCAST L E
#`
4511 N. HIMES AVE.
SUITE 210
TAMPA, FL 33614
J020-MAYPORT
CCI NO.: 812565
FA NO.: 10020470
CONSTRUCTION DRAWINGS
0 10/04/18 FOR CONSTRUCTION
If Dewberry°
Dewberry Engineers Inc.
800 NORTH MAGNOLIA AVE.
I�
�• y 'C•: ;
• rn
O • •`' . C
i•�•f' r •• ,
v *77NEER!*�••.
DRAWN 81h LED
RT:VIEWED BY: NRK
CI mm 8th JM
PROJECT NUMBER: 60098832
JOB NUMBER: 60108172
sm ADDRESS
1545 MAIN STREET
ATLANTIC BEACH, FL 32233
SHEET TITLE
ANTENNA & CABLE
SCHEDULE
SHEET NUMBER
DC FIBER DEMARCATION2 I C-3
DC/FIBER DEMARCATION BOX
RA DC FlBER DEMARCATION BOX
CABLES
MOUNTI HEIG 1T
MODEL
QTY.
MODEL SIZE QTY. LENGTH PER LINE
102
11
-0"
DC6-48-60-18-8F
2
ROSENBERGER (18) PAIR FIBER TRUNK 3/8" 2 220'-0"
(6) #8 AWG TINNED COPPER CONDUCTORS 3/4" 4 220'-0"
102'.-O"
DC6-48-60-18-8C
1
ROSENBERGER (18) PAIR FIBER TRUNK 3/8" 1 220'-0"
(6) #8 AWG TINNED COPPER CONDUCTORS 3/4" 1 220'-D"
(6) /8 AWG TINNED COPPER CONDUCTORS 3/4' 1 220'-O'
102
-0"
DC2-48-60-0-9E
6
ROSENBERGER SINGLE PAIR DC CABLES (DC6 TO DC2) 3/4" 12 15'-0"
WCS FIL70 7w► DIPLEXER
MODEL QITY. MODEL QW. MODEL
E15SO9P78 1 CM1D07-DBPXBC-002 - 2
El5V87P73 1 - - - - -
- - E15S09P78 1 CM1007-DBPXBC-002 - 2
El5V87P73 1 - - - - -
E15S09P78 1 CM1007-DBPXBC-002 - 2
TOTAL 2 TOTAL 3 TOTAL - 6
** INACTIVE COAX TO REMAIN.
at&t
��� .. . ......
Mobility
1101 GREENWOOD BLVD
LAKE MARY, FL 32746
CROWN
nCAST L E
#`
4511 N. HIMES AVE.
SUITE 210
TAMPA, FL 33614
J020-MAYPORT
CCI NO.: 812565
FA NO.: 10020470
CONSTRUCTION DRAWINGS
0 10/04/18 FOR CONSTRUCTION
If Dewberry°
Dewberry Engineers Inc.
800 NORTH MAGNOLIA AVE.
I�
�• y 'C•: ;
• rn
O • •`' . C
i•�•f' r •• ,
v *77NEER!*�••.
DRAWN 81h LED
RT:VIEWED BY: NRK
CI mm 8th JM
PROJECT NUMBER: 60098832
JOB NUMBER: 60108172
sm ADDRESS
1545 MAIN STREET
ATLANTIC BEACH, FL 32233
SHEET TITLE
ANTENNA & CABLE
SCHEDULE
SHEET NUMBER
DC FIBER DEMARCATION2 I C-3
PROPOSED ANTENNA
(ANDREW P/N (72"x 98 7R4
(78.3 LBS.
EXt511NG FF ARM PPE
RELOCATED AN=D TO FRONT
HORIZONTAL PIPE AND LED WITH
SITE PRO 1 (P/N: PUCK)
S-1 S-1
(TV. -I PER AOR' F TO7 SAND
(rm.-1 PER 3 IOTA
Existing Position 3 RUS-32
(Typ.-1 Per Sector, Total)
Existing AT&T
Antenna (Typ.)
Existing DC2
(Typ.-6)
PROPOSED POSITION 4 RMJS-4446 96/912
MOUNTED BACK 70 BACK BEHIND PROPOSED
C-6 ANTENNA ON PROPOSED RRU MOUNT
e
(1YP: 1 PER SECTOR, 3 TOTAL)
Existing DC6
(Typ.-3)
Existing
Self—Support Tower
e1 PROPOSED 1.900 SM40 GO.
ST CO PIPE D 7 E PER
S-1 CON TO
MTom
�Q�r
, LE
(SITE PRO 1 P/N: PUCK OR
CM. -4 PER
P PLATE
1. INSTALL MOUNT MODIFICATION IN ACCORDANCE WITH THE ANTENNA MOUNT
12 TOT4 ANALYSIS REPORT BY USA ENGINEERING, DATED 08/06/18-
s' p ,r
2. MAINTAIN TYPICAL 3' MINIMUM ANTENNA SEPARATION.
CIHECKED BY:
3. MAINTAIN 3' MINIMUM EDGE TO EDGE SEPARATION BETWEEN B12 AND
B14 ANTENNAS.
PROPOSED RRH & SURGE ARRESTOR
PROJECT NUMBER:
MOUNTING DETAIL - ELEVATION 1
SCALE: N.T.S.
PROPOSED ANTEN
TILT BRACKET
% BRACKET L
PIPE MOUNT
ng Position 4 RRUS-32 B66
—1 Per Sector, 3 Total)
PROPOSED POSITION 4 RRUS-4446 B5/B12
MOUNTED BACK TO BACK BEHIND PROPOSED
ANN" ON PROPOSED RRU MOUNT C-5
(TYP.-1 PER SECTOR, 3 TOTAL)
D B26 RRU MOUNT ( P/*e
461/1 OR APPROVED E0UAL1 c-8
PER SECTOR• 3 TOTAL)
Antenna
Pipe
Existing AT&T
Antenna (Typ.)
PROPOSED B26 RRL) MOUNT
PROPOSED P/N: 5)0(1280481/1 3
OR APPROVED EQ4UL) C-8
(Tip. -1 PER SECTOR, 3 TOTAL)
PROPOSED POSITION 4 ANTENNA2
(TYP.-1 PER SECTOR, 3 TOTAL) C-4
Existing Antenna
Pipe Mast (Typ.)
Existinq Antenna Tilt
vlount
Position 2 RRUS-32 82
Per Sector, 3 Total)
PROPOSED POSITION 2 MUS -4478 Bi 41
EXISTING
MOUNTED BACK TO BACK BEHIND TING
" C -S
g-� DOS7� R MOUNT 3 TOTAL)
J Mount
tenna
ripe
F
NSTRUCTION DRAWINGS0/04/18 FOR CONSTRUCTION
It Dewberry*
Dewberry Engineers Inc.
800 NORTH MAGNOLIA AVE.
SUITE 1000
ORLANDO, FL 32803
PHONE: 407.843.5120
F1b111NNB#I.
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4.40
4.0 :
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CIHECKED BY:
DRAM W.
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MMEMIED BY:
�
CIHECKED BY:
PROJECT NUMBER:
b0088032
JOB NUMBER:
80100172
SITE ADDRESS
1545 MAIN STREET
ATLANTIC BEACH, FL 32233
SHEET TITLE
CONSTRUCTION
DETAILS I
SHEET NUMBER
DE AIL WITH RRL) POSITION 2 ANTENNA MOUNTING DETAIL WITH RRL) 3 C-4
�ITION 4 ANTENNA MOUNTING 2 SOLE: N.T.S.
N T.S
RRUS-4478 014
MANUFACTURER: ERICSSON
MODEL NUMBER: RRUS-4478 814
DIMENSIONS: 1 & 1 %1 &4'YVx&26'D
WEIGHT: 59.4 LBS
(EXCL MOUNT)
Qw$
at&t
�I 4( -•••^! •••�
� •Y
Mobility
1101 GREENWOOD BLVD
LAKE MARY, FL 32746
&25' CROWN
13.19• ,0.43- CAST L E
►►►► I►►►►►►►► ►►►►►►►►I ►►►► 4511 N. HIMES AVE.
SUITE
��►f►►111►►►►►I►I►►►►►►1►91►I►I ► TAMPAL
F210 33614
a ►►1►IIIIIIII►►►►I►1►I►►III►I►►►
�j►►l►II►►Itbtl►►I►►b►►►►Iltl►l0l J020-MAYPORT
�►►►►I1►1►I►I►Il►►►►►►1►141►II CCI NO.: 812565
FA NO.: 10020470
1. GROUND EQUIPMENT AND MOUNTS
PER MANUFACTURER'S
RECOMMENDATIONS AND AT&T
STANDARDS.
2. MOUNT EQUIPMENT PER
MANUFACTURER'S RECOMMQNDATIOM
3. CONFIRM REQUIRED EQUIPMENT WITH
LATEST REDS.
RRUS-4478 B14 PETAIL
SCALE: N.T.S.
,7.34'
ERICSSON 13213 RRU MOUNT
DETAIL (P/N: SXK1250461 /1) 3
SCALE: N.T.S.
MANUFACTURER: ERICSSON
MODEL NUMBER: RRUS-4449 B5/B12
DIMENSIONS: 14.98%13.191*0 0.43'D
WEIGHT: 73 LBS
(EXCL MOUNT)
1. GROUND EQUIPMENT AND
MOUNTS PER MANUFACTURER'S
RECOMMENDATIONS AND AT&T
STANDARDS.
2. MOUNT EQUIPMENT PER
MANUFACTURER'S
RECOMMENDATIONS.
3. CONFIRM REQUIRED EQUIPMENT
WITH LATEST RFDS.
RRUS-4449 135/1312 DETAIL 2
SCALE: N.T.S.
ANTENNA
ANTENNA MAST MOUNTED
TMA /DPLEXER/RRU/FILTER
CONSTRUCTION DRAWINGS
0 10/04/18FOR CONSTRUCTION
It Dewberry*
Dewberry Engineers Inc.
800 NORTH MAGNOLIA AVE.
SUITE 1000
ORLANDO, FL 32803
P0 120
v KIM 111
IL ViAj s
�I 4( -•••^! •••�
� •Y
O 0
tit
1/2'� COAXAL
0
JUMPER CABLE
SEE NOTE BELOW
DRAWN BY: LED
12 AWG JACKETED
t
��`; 1/2-0 COAXIAL
RENEWm BY. NRK
ERICSSON 13213 RRU MOUNT
DETAIL (P/N: SXK1250461 /1) 3
SCALE: N.T.S.
MANUFACTURER: ERICSSON
MODEL NUMBER: RRUS-4449 B5/B12
DIMENSIONS: 14.98%13.191*0 0.43'D
WEIGHT: 73 LBS
(EXCL MOUNT)
1. GROUND EQUIPMENT AND
MOUNTS PER MANUFACTURER'S
RECOMMENDATIONS AND AT&T
STANDARDS.
2. MOUNT EQUIPMENT PER
MANUFACTURER'S
RECOMMENDATIONS.
3. CONFIRM REQUIRED EQUIPMENT
WITH LATEST RFDS.
RRUS-4449 135/1312 DETAIL 2
SCALE: N.T.S.
ANTENNA
ANTENNA MAST MOUNTED
TMA /DPLEXER/RRU/FILTER
CONSTRUCTION DRAWINGS
0 10/04/18FOR CONSTRUCTION
It Dewberry*
Dewberry Engineers Inc.
800 NORTH MAGNOLIA AVE.
SUITE 1000
ORLANDO, FL 32803
P0 120
v KIM 111
IL ViAj s
#2 AWG JGROUNDACKETED
TINNED COPPER N�"—CWIXIAL CABLE
WIRE TO EQUIPMIM ANTENNA
GROUND BAR D
DAR
ri:
1. IF ANTENNA DOES NOT REQUIRE TIM OR DIPIEXER ROUTE 1/2'
JUMPER CABLE DIRECTLY TO ANTENNA.
Z REFERENCE AT&T BONDING & GROUNDING PRACTICE 7""16 -
TYPICAL ANTENNA GROUNDING DETAIL 4
SCALE: N.T.S.
1545 MAIN STREET
ATLANTIC BEACH, FL 32233
SHEET TITLE
CONSTRUCTION
DETAILS II
SHEET NUMBER
C-5
�I 4( -•••^! •••�
� •Y
tit
1/2'� COAXAL
JUMPER CABLE
SEE NOTE BELOW
DRAWN BY: LED
12 AWG JACKETED
t
��`; 1/2-0 COAXIAL
RENEWm BY. NRK
TINNED COPPER
JUMPER CABLE
GROUND MARE
" I
p�qC� 0Y; JM
I'
PROJECT NUMBER: 50098632
COAXIAL CABLE
DIN CONNECTOR
JOB NUMBER: 50108172
TO NEXT
GROUND BAR
IAL
�')�
GRROOUNNDNG K
Sm ADDRESS
#2 AWG JGROUNDACKETED
TINNED COPPER N�"—CWIXIAL CABLE
WIRE TO EQUIPMIM ANTENNA
GROUND BAR D
DAR
ri:
1. IF ANTENNA DOES NOT REQUIRE TIM OR DIPIEXER ROUTE 1/2'
JUMPER CABLE DIRECTLY TO ANTENNA.
Z REFERENCE AT&T BONDING & GROUNDING PRACTICE 7""16 -
TYPICAL ANTENNA GROUNDING DETAIL 4
SCALE: N.T.S.
1545 MAIN STREET
ATLANTIC BEACH, FL 32233
SHEET TITLE
CONSTRUCTION
DETAILS II
SHEET NUMBER
C-5
1'TO6'R
ADJUSTABLE CLAMP PLATE TI -BACK ASSEMBLY
DETAIL (SITEPRO 1 P/N: PUCK)
SCALE N.T.S. 1
IRnMFTRIC VIEW
FRONT VIEW
LED
PARTS LIST
REM
PART NO.
DESCRIPITON
QTY.
1
X-127594
FIAT DISK CLAMP PLATE 4- CENIERB (GALvmmm)
1
2
X-100064
CLAMP (S) (4' V -MAW) G&vANmD
2
3
612065
1/2" x 6-1/2' HOG HEX BOLT GR5 FULL THREAD
2
4
G1204
1/2" x 4' HOG HEX BOLT GR5 FULL THREAD
2
3
G12FW
1/2- HDG USS FLATWASHER
4
6
012LW
1/2- HOG LOCKWASHER
4
7
G12NUT
1/2" HOG HEAVY 2H HEX NUT
4
ADJUSTABLE CLAMP PLATE TI -BACK ASSEMBLY
DETAIL (SITEPRO 1 P/N: PUCK)
SCALE N.T.S. 1
IRnMFTRIC VIEW
FRONT VIEW
at&t
Mobility
1101 GREENWOOD BLVD
LAKE MARY, FL 32746
CROWN
CASTLE
4511 N. HIMES AVE.
SUfTE 210
TAMPA, FL 33614
J020-MAYPORT
CCI NO.: 812565
FA NO.: 10020470
Io
ONSTRUCTION DRAWINGS
10/04/18 I FOR CONSTRUCTION
tA Dewberry*
Dewberry Engineers Inc.
800 NORRoTTo�HH MAGNOLIA AVE.
SUITE
ul lift",, f##A%r>>
• �,
O
46 C
Vj r. .r► Z
—to
va�:
q
10
►#110�0t1` %
DRAWN BY:
LED
PARTS LIST
REM
PART NO.
DESCRpryON
QTY.
1
X-STA3
STIFF ARM ANGLE BRACKET
1
2
X-STU
STIFF ARM CHANNEL BRACKET
2
3
G12R-10
1/2' x 10' THREADED ROD (HDG.)
2
4
G12112
1/2" x 1-1/2- HOG HEX BOLT GR5
1
3
G1203
1/Y x 3' HDG HEX BOLT GR5 FULL THREAD
2
6
G12FW
1/2- HOG USS FLATWASHER
5
7
G12LW
1/2' HOG LOCKWASFER
7
8
012NUT
1/2" HDG HEAVY 2H HEX NUT
7
9
GW112
5/6" x 1-1/2' HOG BOLT
1
10
G58LW
5/6' HDG LOCKYYASFER
1
11
G56NUr
5/6" HDG HEAVY 2H HEX NUT
1
12
SAM
STIFF ARM MOUNT CLAJrP
1
13
ACP
CLAMP HALF 1/4' THICK. 5-3/4- LONG
1
at&t
Mobility
1101 GREENWOOD BLVD
LAKE MARY, FL 32746
CROWN
CASTLE
4511 N. HIMES AVE.
SUfTE 210
TAMPA, FL 33614
J020-MAYPORT
CCI NO.: 812565
FA NO.: 10020470
Io
ONSTRUCTION DRAWINGS
10/04/18 I FOR CONSTRUCTION
tA Dewberry*
Dewberry Engineers Inc.
800 NORRoTTo�HH MAGNOLIA AVE.
SUITE
ul lift",, f##A%r>>
• �,
O
46 C
Vj r. .r► Z
—to
va�:
q
10
►#110�0t1` %
DRAWN BY:
LED
REVIEWED BY:
NRK
CIfcm BY:
JM
PROJECT NUMBER;
b0098632
JOB NUMBER:
80106172
SITE ADDRESS
1545 MAIN STREET
ATLANTIC BEACH, FL 32233
sHEEr TITLE
TOP VIEW SIDE VIEW I STRUCTURAL DETAILS
UNIVERSAL STIFF -ARM ASSEMBLY DETAIL (SITE PRO 1 P/N: SAM -U'
SCALE N.T.S.
SHEET NUMBER
S-1