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ENGINEER DATE
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CONSTRUCTION DATE
1 SITE PLAN
NATIONAL ELECTRICAL CODE, 2011 EDITION (NFPA 70-2011) C_
FLORIDA FIRE PREVENTION CODE 5th EDITION
1997 ANNAPOLIS EXCHANGE PKWY.
CONTRACTOR TO CONFIRM THAT THE SITE IS COMPLIANT WITH STRUCTURAL PLANS
SITE ACQUISITION DATE SUITE 200
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RF WARNING SIGNAGE & EMERGENCY SIGNAGE AS REQUIRED BY ANNAPOLIS. MD 21401
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CONSTRUCTION NOTES
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OPERATIONS 2130 ASHLEY OAKS CIRCLE
1 1 CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING
ANTENNA SCHEDULE
SUITE 102
DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL
WESLEY CHAPEL. FL 33544
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CONTRACTOR IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY AN-1 ANTENNA SCHEDULE
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DRIVING DIRECTIONS PROJECT REFERENCES
PROJECT INFORMATION 407 LEVY ROAD
FROM AT&T OFFICES IN LAKE MARY: 1. THESE PLANS WERE COMPLETED PER LTE 5C RFDS V1.00 DATED ATLMTIC BEACH, FL 32233
1.DEPART GREENWOOD BLVD TOWARD EXCHANGE PL 0.2 MI
2.TURN RIGHT ONTO EXCHANGE PL 0.3 MI 07/25/16. CONTRACTOR SHALL REQUEST CURRENT RFDS & 1. THIS IS AN UNMANNED FACILITY AND WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNALS
PROVIDING PUBLIC CELLULAR SERVICE
&TURN LEFT ONTO LAKE EMMA RD 0.7 MI WORKBOOK FROM CONSTRUCTION MANAGER PRIOR TO SHEET DESCRIPTION
4.TURN LEFT ONTO W LAKE MARY BLVD 0.1 MI CONSTRUCTION.
5.TAKE RAMP RIGHT FOR 1-4 EAST TOWARD DAYTONA BEACH 33.4 MI 2. AT&T CERTIFIES THAT THIS EQUIPMENT FACILITY WILL BE SERVICED ONLY BY AT&T EMPLOYEES AND SUBC AND
6.TAKE RAMP LEFT FOR 1-95 NORTH TOWARD JACKSONVILLE 76.8 MI THE WORK ASSOCIATED WITH ANY EQUIPMENT CANNOT BE PERFORMED BY HANDICAPPED PERSONS. THIS FACILITY WILL BE TITLE SHEET
7.AT EXIT 337. TAKE RAMP RIGHT FOR 1-295 N TOWARD JACKSONVILLE BEACHES 12.1 MI FREQUENTED ONLY BY SERVICE PERSONNEL FOR REPAIR PURPOSES ONLY.
8.AT EXIT 49, TAKE RAMP RIGHT FOR ST JOHNS BLLIFF RD TOWARD ST JOHNS BLLIFF RD 1.0 MI
9.TURN RIGHT ONTO SR-10 E / ATLANTIC BLVD 0.1 MI
3. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION.
10.KEEP RIGHT ONTO ATLANTIC BLVD 0.2 MI at &t SHEET NUMBER
uj 11.TURN LEFT ONTO SR-Al A 100 FT 4. NO WASTEWATER WILL BE GENERATED AT THIS LOCATION.
12.BEAR RIGHT ONTO SR-AlA N/MAYPORT RD 0.8 MI
13.TURN LEFT ONTO LEVY RD 0.3 MI T-1
�ARRIVE AT 407 LEVY RD, ATLANTIC BEACH, FL 32233 1 5. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. N%
rM DATE DESCRIPTION
GENERAL NOTES: 3. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS) A 08/12/16 PRELIMINARY CDs REV W
D.1.1/Dl.lM:2010. STRUCTURAL WELDING CODE-STEEL WELD ELECTRODES SHALL 4. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND 0 06/24/16 RWL CDs ISSLIM
1. ALL REFERENCES TO OWNER HEREIN SHALL BE CONSTRUED TO MEAN AT&T OR BE E70XX. CONDUCTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT. 1
2
IT'S DESIGNATED REPRESENTATIVE. 4. ALL COAXIAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL BE AS 5. THOROUGHLY REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES 3
2. ALL WORK PRESENTED ON THESE DRAWINGS MUST BE COMPLETED BY "HE SPECIFIED BY THE OWNER AND IS NOT INCLUDED IN THESE CONSTRUCTION REQUIRING GROUND CONNECTIONS. 4
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CONTRACTOR UNLESS NOTED OTHERWISE. THE CONTRACTOR MUST HAVE DOCUMENTS. THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE 5
CONSIDERABLE EXPERIENCE IN PERFORMANCE OF WORK SIMILAR TO TI- T REQUIRED TO SECURE THE CABLES. CONNECTION HARDWARE SHALL BE STAINLESS 6. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID 6
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DESCRIBED HEREIN. BY ACCEPTANCE OF THIS ASSIGNMENT, THE CONI ACTOR IS STEEL SHARP BENDS. ALL BENDS TO BE A MIN. OF 8- RADIUS. 7
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ATTESTING THAT HE DOES HAVE SUFFICIENT EXPERIENCE AND ABILITY, rH k� HE IS a
KNOWLEDGEABLE OF THE WORK TO BE PERFORMED AND THAT HE IS F ROPERLY 5. ALL REINFORCING STEEL SHALL CONFORM TO ASTM 615 GRADE 60, DEFORMED 7. FOR GROUNDING TO BUILDING FRAME AND HATCH PLATE GROUND BARS, USE A 9
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LICENSED AND PROPERLY REGISTERED TO DO THIS WORK IN THE STAT AND/OR BILLET STEEL BARS. WELDED WIRE FABRIC REINFORCING-SHALL CONFORM TO TWO-BOLT HOLE NEPA DRILLED CONNECTOR SUCH AS T&B 32007 OR APPROVED LIM ENG PROJECT NDIS16000-152
COUNTY IN WHICH IT IS TO BE PERFORMED. ASTM A185. EQUAL. OPAM BY: CHECKM Ere.
3. UNLESS SHOWN OR NOTED OTHERWISE ON THE CONTRACT DRAWINGS, OR IN THE 6. THE FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE 8. FOR ALL EXTERNAL GROUND CONNECTIONS, CLAMPS AND CADWELDS, APPLY A ML KH
SPECIFICATIONS, THE FOLLOWING NOTES SHALL APPLY TO THE MATERIA LISTED LATEST A.I.S.C. SPECIFICATIONS. LIBERAL PROTECTIVE COATING OR AN ANTI-OXIDE COMPOUND SUCH AS
'NO-OXIDE A' BY DEARBORN CHEMICAL COMPANY.
HEREIN, AND TO THE PROCEDURES TO BE USED ON THIS PROJECT.
7. ALL CONNECTIONS NOT FULLY DETAILED ON THESE PLANS SHALL BE DETAILED BY
4. ALL HARDWARE ASSEMBLY MANUFACTURER'S INSTRUCTIONS SHALL BE FOLLOWED THE STEEL FABRICATOR IN ACCORDANCE WITH A.I.S.C. SPECIFICATIONS. 9. REPAIR ALL METAL SURFACES THAT HAVE BEEN CUT OR DAMAGED BY REMOVING ;X�41
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EXACTLY AND SHALL SUPERCEDE ANY CONFLICTING NOTES ENCLOSED HEREIN. 8. HOT-DIP GALVANIZE ITEMS SPECIFIED TO BE ZINC-COATED, AFTER FABRICATION ANY EXISTING RUST AND APPLYING COLD GALVANIZATION. 1z, 77 at&t
10. ANTENNA CABLE LENGTHS HAVE BEEN DETERMINED BASED ON THESE PLANS. 1101 GREENWOOD BLVD
5. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECT1101 WHERE PRACTICAL. GALVANIZING: ASTM A 123, ASTM, A 153/A 153M OR ASTM LAKE MARY, FL 32746
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PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE Sl JU E AND ITS A 653/A 653M, G90, AS APPLICABLE. CABLE LENGTHS LISTED ARE APPROXIMATED AND ARE NOT INTENDED TO BE FAX (407) 771-1398
COMPONENT PARTS DURING ERECTION AND/OR FIELD MODIFICATIONS. IS USED FOR FABRICATION. DUE TO FIELD CONDITIONS, ACTUAL CABLE LENGTHS
INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMP RARY 9. REPAIR DAMAGED SURFACES WITH GALVANIZING REPAIR METHOD AND PAINT VARY. CONTRACTOR MUST FIELD VERIFY ANTENNA CABLE LENGTHS PRIOR TO
BRACING, GUYS OR TIE DOWNS THAT MAY BE NECESSARY. SUCH RIAL CONFORMING TO ASTM A 780 OR BY APPLICATION OF STICK OR THICK PASTE ORDER.
SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR MATERIAL SPECIFICALLY DESIGNED FOR REPAIR OF GALVANIZING. CLEAN AREAS
AFTER THE COMPLETION OF THE PROJECT. TO BE REPAIRED, AND REMOVE SLAG FROM WELDS. HEAT SURFACES TO WHICH
STICK OR PASTE MATERIAL IS APPLIED WITH A TORCH TO A TEMPERATURE @smartlink
6. ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS SHOWN ON THE SUFFICIENT TO MELT THE METALLICS. IN STICK OR PASTE, SPREAD MOLTEN
DRAWINGS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND THEISTING MATERIAL UNIFORMLY OVER SURFACES TO BE COATED AND WIPE OFF EXCESS
AGENCY PRIOR TO BEGINNING ANY MATERIALS ORDERING, FABRICATION OR MATERIAL. 1997 ANNAPOLIS EXCHANGE PKW.
E StJrrE 200
2 CONSTRUCTION WORK ON THIS PROJECT. ANY DISCREPANCIES SHALL BE ANNAPOLIS. MD 21401
0 10. CONTRACTOR SHALL FOLLOW THE MANUFACTURER'S INSTRUCTIONS/SPECIFICATIONS
E IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND THE OWNER'S IF NO INFORMATION IS CONTAINED IN THESE PLANS OR IF THE MANUFACTURER'S PREPARED BY:
m ENGINEER. THE DISCREPANCIES MUST BE RESOLVED BEFORE THE CONTRACTOR IS
0- TO PROCEED WITH THE WORK. THE CONTRACT DOCUMENTS DO NOT INDICATE THE SPECIFICATIONS ARE STRICTER.
USA
CN METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT GIENGINEERING
THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,
METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES. OBSERVATION VISITS TO 2130 ASHLEY OWS CIRCLE
!2 NOTE: REFER TO AT&T SPECIFICATIONS AS THE CONTROLLING STANDARD FOR SURE 102
CD THE SITE BY THE OWNER AND/OR THE ENGINEER SHALL NOT INCLUDE WESLEY CHAPEL FL 33544
INSPECTION OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES. PROPOSED CONSTRUCTION. (813) 994-0365
FL COA #31705
7. ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF GOOD
QUALITY, FREE FROM FAULTS AND DEFECTS AND IN CONFORMANCE W11H THE
CONTRACT DOCUMENTS. ANY AND ALL SUBSTITU11ONS MUST BE PROF RLY
APPROVED AND AUTHORIZED IN WRITING BY THE OWNER AND ENGINEE PRIOR TO PERMITS: P.
INSTALLATION. THE CONTRACTOR SHALL FURNISH SATISFACTORY EVIDEN, E AS TO
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L) THE KIND AND QUALITY OF THE MATERIALS AND EQUIPMENT BEING SU STITUTED. 1. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR THIS PROJECT FROM
Lo ALL APPLICABLE GOVERNMENTAL AGENCIES.
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0. NTRACTOR'S 7 2
SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH 2. ANY PERMITS WHICH MUST BE OBTAINED SHALL BE THE CO
THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR INSURING THAT THIS RESPONSIBILITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING By
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PROJECT AND RELATED WORK COMPLIES WITH ALL APPLICABLE LOCAL, STATE, ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS.
AND FEDERAL SAFETY CODES AND REGULATIONS GOVERNING THIS WOR<.
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9. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE LATEST EDITION OF NBUILDING REQUIREMENTS FOR STRUCTURAL CONCRET
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4. THE CONTRACTOR SHALL NOTIFY THE APPLICABLE JURISDICTIONAL (STATE, COUNTY R tp-
.01 TION.
w 10. ALL PROPOSED CELLULAR EQUIPMENT AND FIXTURES SHALL BE FURNISPHED BY
0 OR CITY) ENGINEER 24 HOURS PRIOR TO THE BEGINNING OF CONSTRUC
OWNER FOR INSTALLATION BY THE CONTRACTOR, UNLESS SPECIFICALLN NOTED NAL
OTHERWISE HEREIN. 11111110
5. ALL DIMENSIONS SHALL BE VERIFIED WITH THE PLANS (LATEST REVISION) PRIOR
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TO COMMENCING CONSTRUCTION. NOTIFY THE OWNER IMMEDIATELY IF
11. ACCESS TO THE PROPOSED WORK SITE MAY BE RESTRICTED. THE CONTRACTOR DISCREPANCIES ARE DISCOVERED. THE CONTRACTOR SHALL HAVE A SET OF AUGUST 24,2016
SHALL COORDINATE INTENDED CONSTRUCTION ACTIVITY. INCLUDING WORK APPROVED PLANS AVAILABLE AT THE SITE AT ALL TIMES WHEN WORK IS BEING
0 RESIDENT LEASING AGENT FOR MARC P.MAIER,PE
SCHEDULE AND MATERIALS ACCESS, WITH THE PERFORMED. A DESIGNATED RESPONSIBLE EMPLOYEE SHALL BE AVAILABLE FOR FL PROFESSIONAL ENGINEER LIC.#72513
APPROVAL CONTACT BY GOVERNING AGENCY INSPECTORS.
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1. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLES
SHALL CONFORM TO ASTM A307 OR ASTM 36. ALL STRUCTURAL FASTENERS FOR J02o-MAYIPORT
STRUCTURAL STEEL NOTESs STRUCTURAL STEEL FRAMING SHALL CONFORM TO ASTM A325. FASTENERS SHALL FA #10020470
uj BE 5/8- MIN. DIA. BEARING TYPE CONNECTIONS WITH THREADS EXCLUDED FROM
a 1. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE &I.S.C.
ck: THE PLANE. ALL EXPOSED FASTENERS, NUTS, AND WASHERS SHALL BE 407 LEVY ROAD
Q_ SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS- ALLOWABLE STRESS DESIGN GALVANIZED UNLESS OTHERWISE NOTED. ALL ANCHORS INTO CONCRETE SHALL BE ATLANTIC 13EACH, FL 32233
te AND PLASTIC DESIGN INCLUDING THE COMMENTARY AND THE A.I.S.C. CODE OF STAINLESS STEEL.
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CD 2. STRUCTURAL STEEL PLATES AND SHAPES SHALL CONFORM TO ASSTMM 1A. ALL 2. THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE REQUIRED TO
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SECURE THE CABLES. CONNECTION HARDWARE SHALL BE STAINLESS STEEL
STRUCTURAL STEEL PIPES SHALL CONFORM TO ASTM A53 GRADE B. &L GENERAL NOTES,
STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500 GRADE B. ALL
3. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH. CONTRACTOR SHALL ABBREVIATIONS
STRUCTURAL STEEL COMPONENTS AND FABRICATED ASSEMBLIES SHALL BE HOT VERIFY NORTH AND NOTIFY CONSULTANT OF ANY DISCREPANCY BEFORE STARTING
DIP GALVANIZED AFTER FABRICATION. CONSTRUCTION. SHEET NUMBER
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NOTES A 08/1 PREUMINARY Me REV-A!
GRAPEI[C SCALE 0 05/24/18 FINAL CDs ISSUED
1. CONTRACTOR TO FILL ANY EXISTING I
GRAVEL AREAS THAT ARE DISTURBED 1) 7.5 15 30
DURING THE COURSE OF 1 2
CONSTRUCTION, GRAVEL TO MATCH 1 3
EXISTING. 4
IN nff 5
2. THE CONTRACTOR TO ENSURE THAT NO 6
DAMAGE OR DEBRIS OCCURS ON THE 7
ADJACENT PROPERTIES. a
3. THE CONTRACTOR SHALL SEED ALL 19
DISTURBED AREAS WITH LOW usik ENG PRojEcT No:tai6OOO-l52
MAINTENANCE NATIVE GRASS AND TRUE NORTH
COVER WITH APPROVED STRAW. 97'-S" DRAWN BY- CHECKED BY-
4. CONTRACTOR SHALL PROVIDE ALL (COMPOUND AREA) KH
REQUIRED EROSION CONTROL
TECHNIQUES AND BEST MANAGEMENT 7'-10" 43'-g' 36' 9
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PRACTICES PER LOCAL AND AND STATE
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REQUIREMENTS AS APPLICABLE.
5. NORTH ARROW SHOWN ON PLANS —x —x —x —x —X —X —X x —x —x —x —x
x 1101 GREENWOOD BLVD
REFERS TO TRUE NORTH. CONTRACTOR
SHALL VERIFY NORTH AND INFORM 4' 0 8'-0" CHAIN LINK FENCE W/3 LAKE MARY, FL 32746
ARCHITECT/ENGINEER OF ANY UTILITY STRANDS OF BARBED WIRE FAX (407) 771-1398
DISCREPANCY BEFORE STARTING FRAME UTILITY FRAME
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rFtEV DATE DESCRIPTION
A 06/12/16 PRELIMINARY CD@ REV le
0 08/24/16 FIN&CDs ISSUED
NOTES HIGHEST APPURTENANCE All-N I
1. A STRUCTURAL ANALYSIS SHALL BE PERFORMED ELEV. = 195'-0" AGI-k�F EXISTING ANTENNA IN POSITIONS b 2
BY THE OWNER'S AGENT TO CERTIFY THAT THE TOP OF TOWEROIL #1, #2, & #3 TO REMAIN --EXISTING ANTENNA IN POSITION 3
EXISTING/PROPOSED COMMUNICATION ELEV. = 193'-0" AGL\�F (3 PER SECTOR, 9 TOTAL) @ u@ #4 TO BE REPLACED 4
STRUCTURE AND COMPONENTS ARE cn (1 PER SECTOR, 3 TOTAL) 5
STRUCTURALLY ADEQUATE TO SUPPORT ALL OF EXISTING AND PROPOSED EXISTING TMA's IN POSITIONS 6
EXISTING AND PROPOSED ANTENNAS. COAXIAL AT&T ANTENNASdN #4 TO BE REMOVED 7
CABLES AND OTHER APPURTENANCES. THE ELEV. = 190'-0" AGL%.r (1 PER SECTOR, 3 TOTAL) (2) EXISTING RAYCAP DC FIBER
OWNER'S AGENT SHALL FURNISH A
CERTIFICATION LETTER SEALED BY A DEMARCATION BOX MODEL# 91
REGISTERED PROFESSIONAL ENGINEER STATING Ck OF EXISTING ANTENNASOIL (4) EXISTING RAYCAP DC FIBER DC6-48-60-18-8F TO REMAIN USA ENO PROJECT NOISIGOOO-152
THAT THIS STRUCTURAL ANALYSIS WAS ELEV. = 178'-0" AGL\AW
PREPARED IN ACCORDANCE WITH ALL DEMARCATION BOX MODEL EXISTING TMA IN POSITION DRAWN BY. CHECIKED Ely:
APPLICABLE CODES AND STANDARDS. #DC2-48-60-0-gE #1 TO REMAIN ML KH
2. IF ANY WORK IS PERFORMED AT THIS SITE ELEV. (1 PER SECTOR, 3 TOTAL)
THAT REQUIRES THE SITE TO BE OFF AIR OR 1901-00 t&t
TURNED DOWN. THE SWITCH IS TO BE NOTIFIED
48 HOURS PRIOR TO CONSTRUCTION VIA OF EXISTING ANTENNASgil._ a
NCR/CTS- ELEV. = 161'-0" AGL\�F 4j
3. INSTALLATION SHALL BE CONDUCTED BY FIELD 1101 GREENWOOD BLVD
CREWS EXPERIENCED IN THE ASSEMBLY AND LAKE MARY, FL 32746
ERECTION OF RADIO ANTENNAS, TRANSMISSION FAX (407) 771-1398
LINES, AND SUPPORT STRUCTURES. ANTENNA 'Tel
WORK TO BE INSTALLED PER THE
REQUIREMENTS OF THE TOWER N EXISTING RRUS-12 AND RRUS-32 B2
MANUFACTURER'S SPECIFICATION. ON EXISTING BACK-TO-BACK RRU
MOUNT BEHIND ANTENNA IN POSITION Itol . smartlinK
4. ANTENNA AND MOUNT DESIGN MUST COMPLY OF EXISTING ANTENNASgL #2 TO REMAIN
WITH TIA-EIA-222-G AND ALL LOCAL CODES. ELEV. = 130'-0" AGL\�r (2 PER SECTOR, 6 TOTAL)
5. CONTRACTOR TO PROVIDE THE PROPER COAX EXISTING RRUS-11 AND RRUS-32 ON 1997 ANNAPOLIS EXMIANGE PKWY.
E JUMPER SUPPORT ATTACHMENTS TO THE TOWER EXIFkTING BACK-TO-BACK RRU MOUNT StJrrE 200
AND ANTENNA MOUNT. BEHIND ANTENNA IN POSITION #3 TO ANNAPOLIS, MD 21401
E REMAIN PREPARED BY:
(2 PER SECTOR, 6 TOTAL)
FAA APPROVED HEIGHT IS 207' AGL DO
NOT NEST THE BEACON LIGHT, TOP OF USA
ALL AT&T EQUIPMENT MUST BE BELOW EXISTING ANTENNA CONFIGURATION DETAIL
THE CONTRACTOR MUST FIELD VERIFY GIENGINEERING
ALL MEASUREMENTS AND FIELD THE BEACON LIGHT. IF MAX OPERATING
CONDITIONS PRIOR TO THE HEIGHT OF CRANE EXCEEDS 207' AGL, SCALE:N.T.S. 2130 ASHLEY OAKS CIRCLE
!2 SUITE 102
C) COMMENCEMENT OF CONSTRUCTION. FAA CRANE APPROVAL IS REQUIRED. WESLEY CHAPEL. FIL 33544
,"I 1 (813) 994-0365
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rREV DATE DESCRIPTION
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CD RECOMMENDATIONS. MODULES ON RRU MOUNT BEST SUI
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3. CONTRACTOR SHALL INSTALL RAYCAP DISTRIBUTION UNIT MISCELLANEOUS
WITHIN 15 FEET FROM ALL RRH'S. 15 FEET FROM ALL RRH'S.
DETAILS
RRU SMXr NUMBER
DC2-48-60-0-9E DETAIL /-4 MOUNTING DETAIL
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