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PART 1- GENERAL
1.01 DESCRIPTION
WORK INCLUDES CONSTRUCTION OF CAST-IN-PLACE CONCRETE FOUNDATIONS,
INCLUDING FURNISHING AND INSTALLING READY-MIX CONCRETE, REINFORCING,
FORMWORK, AND ACCESSORY MATERIALS AS SHOWN ON THE DRAWINGS.
cAST-IN-PLACE CONCRETE INCLUDES ALL SITE CONCRETE, INCLUDING
FOUNDATIONS, SLABS ON GRADE, EQUIPMENT PADS, AND GUARDPOST
FOUNDATIONS.
1.02 RELATED WORK
A. COORDINATE UNDER SLAB CONDUITS
B. COORDINATE WITH GROUNDING
1.03 REFERENCE STANDARDS
A. THE WORK SHALL CONFORM TO THE CODES AND STANDARDS OF THE
FOLLOWING AGENCIES:
t. ASTM: AMERICAN SOCIETY FOR TESTING AND MATERIALS
a. ASTM C33-CONCRETE AGGREGATES
b. ASTM C94-READY-MIXED CONCRETE
c. ASTM C150-PORTLAND CEMENT
d. ASTM C260-AIR-ENTRAINING ADMIXTURES FOR CONCRETE
e. ASTM C309-LIQUID MEMBRANE FORMING COMPOUNDS FOR CURING CONCRETE
f. ASTM C494-CHEMICAL ADMIXTURES FOR CONCRETE
g. ASTM A615-DEFORMED AND PLAIN BILLET-STEEL BARS FOR CONCRETE
REINFORCEMENT
h. ASTM A185-STEEL WELDED WIRE FABRIC (PLAIN) FOR CONCRETE
REINFORCEMENT
2. ACI: AMERICAN CONCRETE INSTfTUTE
a. ACI-301-SPECIFICATION FOR STRUCTURAL CONCRETE BUILDINGS
b. ACI-347-GUIDE TO FRRMWORK FOR CONCRETE
1.04 QUALfTY ASSURANCE
CONCRETE MATERIALS AND OPERATIONS SHALL BE TESTED AND INSPECTED BY
THE ENGINEER.
1.05 TESTS
CONCRETE MATERIALS AND OPERATIONS SHALL BE TESTED AND INSPECTED BY
THE ENGINEER AS THE WORK PROGRESSES. FAILURE TO DETECT ANY DEFECTIVE
WORK OR MATERIAL SHALL NOT IN ANY WAY PREVENT LATER MATERIAL REJECTION
WHEN SUCH DEFECT IS DISCOVERED NOR SHALL IT OBLIGATE THE ENGINEER FOR
FINAL ACCEPTANCE.
A. FNE CONCRETE TEST CYLINDERS SHALL BE TAKEN OF THE TOWER AND PIER
FOUNDATION. TWO SHALL BE TESTED ~ THREE DAYS, TWO ®TWENTY-EIGHT
DAYS. THE FIFtH CYLINDER SHALL. BE KEPT SEPARATELY. IF REQUIRED TO BE
USED IN THE FUTURE.
B. ONE ADDITIONAL TEST CYLINDER SHALL BE TAKEN DURING COLD WEATHER AND
CURED ON SITE UNDER SAME CONDITIONS AS CONCRETE fT REPRESENTS.
C. ONE SLUMP TEST SHALL BE TAKEN FOR EACH SET OF TEST CYLINDERS
TAKEN.
PART 2- PRODUCT
2.01 CONCRETE MATERIALS
CONCRETE SHALL BE COMPOSED OF PORTLAND CEMENT, WATER, FINE AND
COARSE AGGREGATES, AND ADMIXTURES AS SPECIFIED BELOW. ALL WELL MIXED
~ AND BROUGHT TO PROPER CONSISTENCY.
A. CEMENT: CEMENT SHALL BE TYPE II, GRAY COLOR, LOW ALKALI PORTLAND
CEMENT CONFORMING TO ASTM C150.
B. FINE AND COARSE AGGREGATES: AGGREGATES FOR USE IN CONCRETE SHALL
COMPLY WITH ASTM C33.
C. WATER: WATER FOR MIXING AND CURING CONCRETE SHALL BE FREE FROM
SEWAGE, OIL, ACID, ALKAI, AND SLATS AND SHALL BE FREE FORM OBJECTIONABLE
QUANTITIES OF SILT, AND OTHER DELETERIOUS SUBSTANCES.
2.02 ADMIXTURES
A. AIR ENTRAINMENT: AIR ENTRAINING AGENT SHALL CONFORM TO ASTM C280.
THE ADMIXTURE SHALL BE ADDED AS PART OF THE COMPUTED MIXING WATER
REQUIREMENTS. AGENTS PREPARED IN SOLUTION SHALL BE MAINTAINED AT A
UNIFORM STRENGTH AND SHALL BE BATCH BY MEANS OF RELIABLE MECHANICAL
DISPENSERS.
B. CHEMICAL ADMIXTURES: ASTM 494, TYPE A-WATER REDUCING AND RETARDING.
A. NONSHRINK GROUT: PREMIXED COMPOUND CONSISTING OF
NONMETALLIC AGGREGATE, CEMENT, WATER REDUCING AND
PLASTICIZING AGENTS; CAPABLE OF DEVELOPING MINIMUM
COMPRESSNE STRENGTH OF 7,000 PSI IN 28 DAYS.
B. JOINT FILLERS BITUMINOUS TYPE: ASTM D1751 OR
NON-BITUMINOUS TYPE, ASTM D1752.
C. ANCHOR BOLTS: MATERIAL CONFORMING TO ASTM A307: HOT-DIP
GALVANIZED, ASTM A153.
2.05 CONCRETE MIX
A. CONCRETE SHALL BE PROPORTIONED FOR WORKABILITY, MAXIMUM
DENSITY, STRENGTH, AND DURABILITY REQUIREMENTS IN ACCORDANCE
WITH ACI 301. THE 28-DAY DESIGN COMPRESSIVE STRENGTH OF
CONCRETE SHALL BE AS SPECIFIED ON THE DRAWINGS. CONCRETE
FURNISHED MAY BE A COMMERCIAL READY-MIX PROVIDED THAT
DELIVERY TO THE PLACING LOCATION IS SATISFACTORILY ESTABLISHED
AS OCCURRING NOT LATER THAN 45 MINUTES AFTER ADD~ION OF
WATER TO THE MIX. SLUMP OF DELIVERED CONCRETE SHALL NOT
EXCEED 5".
B. THE FOLLOWING STRENGTHS SHALL BE USED:
1. FENCE POST, POWER/TELCO RACK AND ICE BRIDGE
FOOTINGS-DESIGN COMPRESSVE STRENGTH AT 28 DAYS OF 2,000
PSI.
2. EQUIPMENT FOUNDATIONS-DESIGN COMPRESSVE STRENGTH AT 28
DAYS OF 4,000 PSI
3. ALL OTHER CONCRETE NOT SPECIFIED-DESIGN COMPRESSIVE
STRENGTH AT 28 DAYS OF 3,000 PSI.
4. CONCRETE SPECIFICATION FOR MONOPOLE OR TOWER FOUNDATION
SHALL CONFORM TO MANUFACTURE'S RECOMMENDATIONS.
C. USE ACCELERATING ADMIXTURES IN COLD WEATHER ONLY WHEN
APPROVED BY THE ENGINEER. USE OF ADMIXTURES WILL NOT RELAX
COLD WEATHER PLACEMENT REQUIREMENTS.
0. USE SET-RETARDING ADMIXTURES DURING HOT WEATHER ONLY
WHEN APPROVED BY THE ENGINEER.
E. ADD AIR ENTRAINING AGENT TO CONCRETE MIX FOR CONCRETE
WORK SUBJECT TO OR EXPOSED TO EXTERIOR.
PART 3- IXECUTION
3.01 INSPECTION
THE CONTRACTOR SHALL VERIFY ANCHORS, SEATS, PENETRATIONS,
PLATES REINFORCEMENT, AND OTHER ITEMS TO BE CAST INTO
CONCRETE ARE ACCURATELY PLACED, HELD SECURELY, AND SHALL
NOT CAUSE HARDSHIP IN PLACING CONCRETE.
3.02 PREPARATION
A. THE CONTRACTOR SHALL PREPARE PREVIOUSLY PLACE CONCRETE
BY CLEANING WITH STEEL BRUSH AND APPLYING BONDING AGENT.
APPLY BONDING AGENT IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS.
3.03 PLACING CONCRETE
A. THE ENGINEER SHALL BE NOTIFIED NOT LESS THAN 24 HOURS IN
ADVANCE OF CONCRETE PLACEMENT. UNLESS INSPECTION IS WAIVED
IN EACH CASE, PLACING OF CONCRETE SHALL BE PERFORMED ONLY
IN THE PRESENCE OF THE ENGINEER.
CONCRETE SHALL NOT BE PLACE UNTIL ALL FORMWORK, EMBEDDED
PARTS, STEEL REINFORCEMENT, FOUNDATION SURFACES, AND JOINTS
INVOLVED IN THE PLACING NAVE BEEN APPROVED AND UNTIL
FACILITIES ACCEPTABLE TO THE CONSTRUCTION MANAGER HAVE BEEN
PROVIDED AND MADE READY FOR ACCOMPLISHMENT OF THE WORK AS
SPECIFIED. CONCRETE MAY NOT BE ORDERED FOR PLACEMENT UNTIL
ALL ITEMS HAVE BEEN APPROVED AND CONSTRUCTION MANAGER HAS
PERFORMED A FINAL INSPECTION AND GIVEN APPROVAL TO START
PLACEMENT.
B. PLACEMENT OF CONCRETE SHALL BE IN ACCORDANCE WITH ACI
301.
C. THE CONTRACTOR SHALL ENSURE THAT REINFORCEMENT, INSERTS,
EMBEDDED PARTS, FORMED JOINTS, AND VAPOR BARRIERS ARE NOT
DISTURBED DURING CONCRETE PLACEMENT.
V.VT ~vl\I llVL. 111 \lod~~
A. SURFACES AGAINST WHICH BACKFILL OR CONCREIE SHALL BE
PLACED REQUIRE NO TREATMENT EXCEPT REPAIR OF DEFECTIVE
AREAS.
B. SURFACES THAT WILL BE PERMANENTLY EXPOSED SHALL PRESENT N ~,
A UNIFORM. FINISH PROVIDED BY THE REMOVAL OF FINS AND THE ~ ~
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FILLING HOLES AND OTHER IRREGULARITIES WITH DRY PACK GROUT
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0 BY SACKING WITH UTILITY OR ORDINARY GROUT.
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C. SURFACES THAT WOULD NORMALLY BE LEVEL AND WHICH WILL o=
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PERMANENTLY EXPOSED TO THE WEATHER SHALL BE SLOPED FOR -~ n
G SGN W G S CFI S
DRAINAGE. UNLESS EN WEER S DE I DRA IN PE I E A v~
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HORIZONTAL SURFACE OR SURFACES SUCH AS STAIR TREADS WALLS ~ m
m
CURBS, AND PARAPETS SHALL BE SLOPED APPROXIMATELY Y4" PER c
FOOT. ~
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T WIL B C VERED BY BACKFIL OR CONCRETE
D. SURFACES THA L E 0 L ~
SHALL BE SMOOTH SCREENED. -~
SCREENED
EXPOSED SLAB SURFACES SHALL BE CONSOLIDATED
E
,
,
.
FLOATED AND STEEL TROWELED. NAND OR POWER-DRIVEN '~~
NT MAY BE USED FOR FLOATING FLOATING SHALL BE
EQUIPME ,
STARTED AS SOON AS THE SCREENED SURFACE HAS ATTAINED A
STIFFNESS TO PERMIT FINISHING OPERATIONS. FLOATING SHALL BE ^
CONTINUED THE MINIMUM TIME REQUIRED TO PRODUCE A SURFACE
M TEXTURE AND FREE FROM SCREENED MARKS OR OTHER
UNIFOR IN =
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IMPERFECTIONS. THE FINAL FINISH SHALL BE PRODUCED BY USE OF
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STEEL-BLADED FINISHING TROWELS. STEEL TROWLING SHALL 0
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FINISHED HAVE BEEN
COMMENCE ONLY AFTER THE SURFACES TO BE .
_
BROUGHT TO CORRECT ELEVATION AND ALL SURFACE IMPERFECTIONS N ~
CORRECTED AND SHALL BE CONTINUED ONLY UNTIL THE SURFACE IS ~'
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RM IN TEXTURE AND APPEARANCE. IF FREE
SMOOTH AND UNIFO F"
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WATER IS BROUGHT TO THE SURFACE DURING THE FINISHING
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OPERATIONS, IT SHALL BE REMOVED BY SPONGING. FINISHING SHALL },.
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BE TIMED AND PERFORMED SO THAT EXTRA WATER NEED NOT BE W
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D.
APPLIED TO THE SURFACE BEING TROWELE ,.I
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3.05 PATCHING ~
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THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY UPON
a
REMOVAL OF THE FORMS TO OBSERVE CONCRETE SURFACE
CONDITIONS. IMPERFECTIONS SHALL BE PATCHED ACCORDING TO THE
ENGINEER'S DIRECTION.
3.06 DEFECTIVE CONCRETE
THE CONTRACTOR SHALL NOTIFY OR REPLACE CONCRETE NOT ~_
DETAILS
AND
CONFORMING TO REQUIRED LEVELS AND LINES
,
,
ELEVATIONS AS SPECIFIED IN ACI 301.
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3A7 PROTECTION
A. IMMEDIATELY AFTER PLACEMENT, THE CONTRACTOR SHALL PROTECT
THE CONCRETE FROM PREMATURE DRYING, EXCESSIVELY HOT OR COLD
TEMPERATURES, AND MECHANICAL INJURY. FINISHED WORK SHALL BE
PROTECTED.
B. CONCRETE SHALL BE MAINTAINED WITH MINIMAL MOISTURE LOSS AT
RELATIVELY CONSTANT TEMPERATURE FOR PERIOD NECESSARY FOR
HYDRATION OF CEMENT AND HARDENING OF CONCRETE.
C. ALL CONCRETE SHALL BE WATER CURED BY CONTINUOUS (NOT
PERIODIC) FINE MIST SPRAYING OR SPRINKLING ALL EXPOSED
SURFACES, WATER SHALL BE CLEAN AND FREE FROM ACID ALKA I
L,
SLATS, OIL, SEDIMENT, OR ORGANIC MATTER. SUCCESSFUL CURING
SHALL BE ASSURED BY USE OF AN AMPLE WATER SUPPLY UNDER
SPRINKLERS, AND SPRAYING DEVICES.
PART 1- GENERAL
1.01 WORK INCLUDED
A. THE WORK CONSISTS OF THE FABRICATION AND INSTALLATION OF ALL
MATERIALS TO BE FURNISHED AND WITHOUT LIMITING THE GENERALITY
THEREOF INCLUDING ALL E ~ BOR AN
QUIPMENT, LA D SERVICES REQUIRED
FOR ALL STRUCTURAL STEEL WORK AND ALL ITEMS INCIDENTAL AS
SPECIFIED AND AS SHOWN ON THE DRAWINGS.
1. STEEL FRAMING INCLUDING BEAMS, ANGLES, CHANNELS AND PLATES.
2. WELDING AND BOLTING OF ATTACHMENTS.
1.02 REFERENCE STANDARDS
A. THE WORK SHALL CONFORM TO THE CODES AND STANDARDS OF THE
FOLLOWING AGENCIES:
1. ASTM: AMERICAN SOCIETY FOR TESTING AND MATERIALS
2. AISC: AMERICAN INSTITUTE OF STEEL CONSTRUCTION.
*SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF
STRUCTURAL STEEL FOR BUILDINGS.*
3. AWS: AMERICAN WELDING SOCIETY
PART 2- PRODUCTS
2.01 MATERIALS
A. STRUCTURAL STEEL: SHALL COMPLY WITH THE REQUIREMENTS OF
ASTM A36 AND A50 FOR STRUCTURAL STEEL
2.02 WELDING
A. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS.
CERTIFICATION DOCUMENTS SHALL BE MADE AVAILABLE FOR ENGINEER'S
AND OR OWNER'S REVIEW IF RE VESTED.
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B. WELDING ELECTRODES FOR MANUAL SHIELDED METAL ARC WELDING
SHALL CONFORM TO ASTM 1-233, E70 SERIES. BARE ELECTRODES
AND GRANULAR FLUX USED IN THE SUBMERGED ARC PROCESS SHALL
CONFORM TO AISC SPECIFICATIONS.
C.FIELD WELDING SHALL BE DONE AS PER AWS D1.1 REQUIREMENTS
VISUAL INSPECTION lS ACCEPTABLE.
D. STUD WELDING SHALL BE ACCOMPLISHED BY CAPACITOR DISCHARGE
(GD) WELDING TECHNIQUE USING CAPACITOR DISCHARGE STUD WELDER.
E. PROVIDE STUD FASTENERS OF MATERIALS AND SIZES SHOWN ON
DRAWINGS OF AS RECOMMENDED BY THE MANUFACTURER FOR
STRUCTURAL LOADING REQUIRED.
F. FOLLOW MANUFACTURERS SPECIFICATIONS AND INSTRUCTIONS TO
PROPERLY SELECT AND INSTALL STUD WELDS.
2.03 BOLTING
A. BOLTS SHALL BE ~'4° (MINIMUM) CONFORMING TO ASTM A325,
HOT-DIP GALVANIZED, ASTM A153 NUTS SHALL BE HEAVY HEX TYPE.
B. ALL BOLTS IN SLIP CRITICAL CONNECTIONS SHALL BE INSTALLED
CONFORMING TO AISC METHOD, CONFORMING TO THE Y4 TURN METHOD.
2.04 FABRICATION
A. FABRICATION OF STEEL SHALL CONFORM TO THE RISC AND AWS
STANDARDS AND CODES.
2.05 FINISH
__ A. STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE HOT-DIP
GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123.
2.06 PROTECTION
A. UPON COMPLETION OF ERECTION, INSPECT ALL GALVANIZED STEEL
AND PAINT ANY FIELD CUTS, WELD, OR GALVANIZED BREAKS WITH (2)
COATS OF ZINC-RICH COLD GALVANIZING PAINT.
PART 3- EREC110N
A. PROVIDE ALL ERECTION EQUIPMENT BRACING PLANKING FtlELD ~
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BOLTS, NUTS, WASHERS, DRIFT PINS, AND SIMILAR MATERIALS WHICH DO '~~
NOT FORM A PART OF THE COMPLETED CONSTRUCTION BUT ARE o
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NECESSARY FOR ITS PROPER ERECTION.
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B. ERECT AND ANCHOR ALL STRUCTURAL STEEL IN ACCORDANCE WITH ~
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AISC REFERENCE STANDARDS. ALL WORK SHALL BE ACCURATELY SET ~
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TO ESTABLISHED ATTACHMENTS TO THE CONSTRUCTION OF THE .
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BUILDING.
C. TEMPORARY BRACING, GUYING, AND SUPPORT SHALL BE PROVIDED c
TO KEEP THE STRUCTURE SET AND ALIGNED AT ALL TIMES DURING v
CONSTRUCTION, AND TO PREVENT DANGER TO PERSONS AND PROPERTY. ~
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CHECK ALL TEMPORARY LEADS AND STAY WITHIN SAFE CAPACf1CY OF ALL
BUILDING COMPONENTS.
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5) C0111S9011 SAND Iiq BPACT FmERAI C011MA1PAK715
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AiD FKX-LP,
7) YAN TtPE SERMCf YE1KlES EN1ER AID EbT Df RADIO COEYNGIKIN
CpPANY 50E APPRO>alA1FLY 21D 4 t1ES PER IICIIDI NO lOADNC OR
UN,DADNC AREA 6 NEEDED BY DELI
B) Ati AREAS DI51lBl~D BY DE CONSD6JCDON of DE FACLIIY AID DRIVE
5HA11 ff RESTORED N KNO,
9) ALL AREAS NSDE CF AND iD f OUiSDE CF 11E FENCED AtS:A SHALL ff
ERJE.T N ACCCRDAN(E BTR1 SiIE CGM'Ol-D DETAL
id) iHOtE TLL ff NO O}IAN6T: N 11E DRANAEE PATIIIN AND ND 90i1CWT
RUNOFF !5 CETfRAIED DUE D1 DE PROPOSED NSTAilA1KBl
it) CCH5IRUCD0115RE SHALL BE SAFFQIAROED N ACCORDANCE iBTN NFPA 241
12) OPEN BU6i1C 5 NOT PERIITIFD, NCl1IDNC DE BUR}DIC OF 1R14t DFBRS,
OR lAND9'JVlEC WTERNS BOG FiE PAEifMT1011 CODE F-,lOt.t
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15) UUDSCJiPNC TO IEET IOMIC REQURFiQEiS. ~
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EXISTING
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NEW CRICKET
LEASE AREA I I
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EXISTING
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NEW UTILITIES
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EXISTING ICE
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EXISTING 4'
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WALKWAY
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16x20 NOT TO SCALE
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NEW 6' WIDE CRICKET GATE
NEW CRICKET
TELECOMMUNICATIONS
EQUIPMENT ON (10'x19')
CONCRETE SLAB ON
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EXISTING TANK FILL
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DATE: a>!/o>i o
FU.E N0. 1048FA3
DRAWN BY: ate
C~#EtlfFD BYE Jtle
DRAWBiO NUMBER
C4
EXISTING FAA
REQUIRED LIGHTfNG
320'-0"
i
i
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~.
NEW ANTENNAS
(2 PER SECTOR)
190'-0"
~ ~
EXIST.' STEEL
TOWER SELF
SUPPORTING
120'-0"
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,,
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601-0"
h`
NEW ICE BRIDGE ~'
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NEW-
EQUIPMENT
CABINETS
ELEVATION
NTS
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DIRECTIONAL ANT
ENNA
TRANSMISSION LINE FOR DIRECTIONAL ANTENNAS
SECTOR
TRUE
MAKE & MODE RAO CENTER TRX ANTENNA
CONFIGURATION C
OAX CABLE
RADIO CABINET JUMPER
ANTENNA JUMPER
L DOWNTILT
' COLOR CODE TYPE SIZE LENGTH TYPE LENGTH TYPE LENGTH
ALPHA 0'
DAPA~898s-
0'
250' A-1 = TX RX
/ YB
R501
73
5
"
6
'
SUPPLIED
'
1 2" ~
'
2' 27'
A-2 = RX
YW C
8
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E 8
1 / 2
5 WITH
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BETA 120' a~1~r^fj
DAPA~8999
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RB
"
'
SUPPLIED
6'
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/
'
122' 27' 6-2 = RX RW CR501873PE 1 5 8
/ 265 WITH
MODCELL 6
GAMMA 240' ~
DAPA
0'
250' G-1 = TX/RX GB
"
' SUPPLIED
6'
1 2" ~
6'
242' 27'
G-2 ~ = RX
GW CR501873
PE 1 5 8
/ 265 WITH
MODCELL /
GPS (SUPP. W/MOD.
GEL.L CAB.)
N/A
N/A
N/A
N/A
N A
/
N A
/
N/A
N/A
N/A
N/A
NOTES:
1 • ALL ANTENNAS, COAXIAL CABLE AND GROUND KITS SUPPl1E0 BY OWNER AND INSTALLED
BY CONTRACTOR. UNUSED MATERIAL TO BE RETURNED TO OWNER OR DISPOSED OF PER
OWNER'S DIRECTION.
2. INSTAL!. ALL MATERIALS PER PROJECT SPECIFICATIONS, MANUFACTURERS
RECOMMENDATIONS, AND STRUCTURAL ENGINEERS INSTRUCTION.
3. DO NOT INSTALL GROUND KITS ON CABLE BENDS.
4..MAINTAIN ADEQUATE COAX BEND RADIUS PER MANUFACTURERS RECOMMENDATIONS
5. COORDINATE ANTENNA PIATFQRM/MOUNTS WITH CONSTRUCTION MANAGER
6. ANTENNA PLATFORM T4 BE PROVIDED BY CONTRACTOR ANO INSTALL.EO PER
MANUFACTURERS SPECIFlCATIONS.
b AZIMUTH STABILIZING ROD
TOWER-MOUNTED FRAME i~ (INCLUDED w/MOUNTING
.~
Q FRAME
A-1 A-4 A-3 A-2
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P~ '
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ANTENNA GROUND BAR LOCATED NEAR
4 MIN. 0 CENTER ANTENNA W/ ALLOWABLE SWEEP
D WNTILT
ANGLE OF GROUND COAX APPROPRIATELY. (TYP)
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MICROFLECT
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ANTENNA I ~~\\.--~ I--~ (iYP)
I
ANTENNA SUPPORT DETAIL
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ICE BRIDGE
GPS CABLE
CABLES TO ANTENNA
TO ANTENNA
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Z_
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TOP OF ICE
BRIDGE POST
OR 'H'
FRAME POST
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BOTH ENDS)
GPS ANTENNA
(SUPPLIED BY LUCENT)
GPS MOUNTING PIPE
SEAL VOID
BETWEEN PIPE AND COAX
1/2" COAX CABLE
3 GPS ANT. MOUNTING DETAIL
NTS
NEW
FUTURE
n COAX CABLE LAYOUT SECTION
NTS
02MtrlaBSa ~'1C.
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APEX, NC 27602
PHQNE: (819) 367.2210 FAX, (916) 367-2220
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______ ~a
DpAWWO NUMBER
C5A
n COAX CABLE DETAIL__
NTS
(FACING TOWER)
GROUNDING
~2 AWG SOLID TINNED BCW GROUND RING
1 M
AROUND EQUIPMENT AT A DEPTH OF 40 MIN.
2 BOND TO UTILITIES MOUNTING STAND &
SUPPORT FRAME (TYP. x 3)
3 GROUND INSPECTION TEST WELL
4 EQUIPMENT GROUND BAR MOUNTED ON
CONC. PAD W/ CONNECTION TO EACH
CABINET (NOT SHOWN).
5 EXOTHERMIC WELD (CADWELD)
6 BOND EQUIPMENT GROUND RING TO
EXISTING TOWER GROUND RING (2 PLACES)
CONTRACTOR TO HAND EXCAVATE TO
LOCATE EXIST. TOWER GROUND RING.
BOND TO COAX GROUND BARS WITH ~2
7
TINNED, SOLID BCW FROM BURIED GROUND
RING UP TO EACH GROUND BAR WITH
MECHANICAL CONNECTIONS.
8 COAX GROUND BAR MOUNTED TO TOWER.
EXTEND #2 TINNED SOLID BCW FROM
BURIED GROUND RING TO GROUND BAR
AND MAKE MECHANICAL CONNECTION.
(TYP. 2 PLACES)
~ ICE BRIDGE GROUNDING (TYP.)
10 COPPER GROUND ROD (TYP.)
5/8"x10'
11 SERVICE ENTRANCE GROUND ROD
5 8"x 1 `
/ 0
12 EXISTING GUY TOWER
13 BOND TO FENCE POSTS (TYP. 2) ALL
EXPOSED LEADS TO BE ENCASED IN 3/4"
FLEXIBLE CONDUIT. SEAL TfTE OR SIMILAR.
TEST GROUND SYSTEM PER SPECIFICATIONS
AND NOTIFY CONSTRUCTION MANAGER
SHOULD THE RESISTANCE TO EARTH BE
GREATER THAN 5 OHMS.
CONTRACTOR TO RESTORE GRAVEL COMPOUN
AREA TO ORIGINAL CONDITION FOLLOWING
INSTALLATION OF GROUNDING SYSTEM.
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PHONE: (919) 367.2210 FAX. (819) 367-222D
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TO EXIST. TO EXIST. UTILITY
"T1" TELEPHONE SERVICE POWER SERVICE
1 2
4"CONDUIT WITH PULLSTRING
~ 5 4
NEW 120/240V E-CON SINGLE PHASE METER
INSTALLED INTO IXISTING METER SOCKET
SPEC-TECH
ENCLOSURE GROUND PER NEC250-24
(3) #4/0 + (1) #2G - 2"CONDUIT
1 "~ CONDUIT
~ .,
6
~ CP524
'` ENCLOSURE -
"
0
GROUND PER NEC250-24
g_
2 ss CONDUIT -
a
200/2 200A, SINGLE PHASE FUSED
DISCONNECT SWITCH
(3) #4/0 + (1) #2G - 2"CONDUIT
200A EMERGENCY GENERATOR RECEPTACLE
GROUND PER
NEC250-24
2"~ CONDUIT
TELCO
CABINET
I I
I Q Q I
I o ------- o SERVICE DISCONNECT W/ WALKING BEAM INTERLOCK
I N N I
I I
I I
I I
I I
I I
I I " " ~
I 12 POSfTION LOAD PANEL DP-1
I I
I I
(3) #2 + (1) #6G - 2"CONDUIT
MOD CELL POWER CABINET
CABINET
POWER & TELEPHONE DISTRIBUTION & INTERCONNECTION
ONE LINE DIAGRAM
NTS
NQTES:
1 POWER SERVICES REQUIREMENT SHALL BE COMMERCIAL AC NOMINAL 120/240 VOLT, SINGLE
PHASE WITH 200 AMP RATING.
2 CONTRACTOR SHALL COORDINATE EXACT ROUTING OF ELECTRICAL SERVICE WITH THE POWER
COMPANY AND OWNER.
3 CONTRACTOR SHALL COORDINATE EXACT ROUTING OF TELEPHONE SERVICE WCfH LOCAL
TELEPHONE COMPANY AND OWNER FOR REQUIREMENTS OF `i1" SERVICE LINE TO TERMINATE AT
THE SPEC-TECH ENCLOSURE.
4 OWNER SHALL FURNISH AND CONTRACTOR INSTALL AC POWER CABINET AND CP-524 ENCLOSURE
AND DETAIL DRAWINGS. METER BASE IF PROVIDED SHOULD BE LOCATED IN A
PER SITE PLAN
MANNER LOCATED WHERE ACCESSIBLE BY THE LOCAL POWER COMPANY. CONTRACTOR SHALL
INSTALLATION OF METER WITH LOCAL POWER COMPANY.
COORDINATE
5 THE TELCO CONDUIT FROM THE SPEC-TECH ENCLOSURE SHALL BE ROUTED AND TERMINATED AT
DESIGNATED TELCO DEMARCATION OR 2 FEET OUTSIDE FENCED AREA, NEAR UTILITY POLE (IN
FENCED AREA), OR END CAP OFF AND PROVIDE MARKER STAKE PAINTED BRIGHT ORANGE WITH
DESIGNATION FOR TELCO SERVICE AS DESIGNATED BY THE FIELD CONSTRUCTION MANAGER.
6 CONDUITS INSTALLED FOR PCS EQUIPMENT PRIOR TO THE EQUIPMENT INSTALLATION SHALL BE
STUBBED AND CAPPED AT 6" ABOVE GRADE OR PLATFORM. IF SERVICE LINES CANNOT BE
INSTALLED INmALLY, PROVIDE PULL CORD(S) IN CONDUITS.
7 CONTRACTOR IS TO INSTALL BREAKERS NOT PROVIDED BY MANUFACTURER. SEE PANEL
U ON SHEET E4 FOR BREAKER REQUIREMENTS.
SCHED LE
8 EMERGENCY GENERATOR RECEPTACLE IS FURNISHED WITH AC POWER CABINET AS A UL-LISTED
OES NOT RE DIRE A SEPARATE FUSED DISCONNECT SWITCH.
ASSEMBLY AND D Q
SPEC. STAINLESS STEEL BOL
ONLY -TORQUE TO 10D FT.LE
(rn
JT
PAD
0 SERVICE
OM METER BASE AND
>CONNECT PANEL ON
1LI1Y MOUNTING STAND
NG (CADWELD ® BOTH ENDS)
n EQUIPMENT SERVICE/GROUND
CONDUIT ROUTING DETAIL "Ts
1. ALL GROUND LEADS TO EXTERNAL GROUND RING TO BE
CADWELDED AT BOTH ENDS.
REMOVABLE COVER,
FINISHED COVER SHALL BE
REMOVABLE BY HAND
GRADE 0
g ~
0~
#2 TINNED SOLID BARE
' -
i
11 COPPER TEST WIRE
11 1
..
-1
6" x 2'-6" PVC
OR CLAY PIPE
2 TINNED SOLID BC EXOTHERMICALLY WELD TO
BURIED GROUND RING GROUND ROD (CADWELD)
3" OF CRUSHED GRAVEL
BELOW WELD. WELD SH
ALL "
1 WIDE SLOT FOR GROUND
REMAIN VISIBLE "
WIRE, EXTEND t ABOVE
GROUND RING
GRO
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N
INSP
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N
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TE
W
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2
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SITE N0.
ATW-S001 B
DATE: »/o~/oI
FlLE N0. t 048EO3
DRAWN BY: RTH
C ECKED :Jug
DRAWING NUMBER
' GPS ANTENNA LOCATION SEE NOTE 3 & 4 TRUSS SUPPORT
( )
(MICROFLECT 81117)
1 2" DIA. COAX CABLE MOUNTING BRACKET PLATE a »
/ ~ » » »
3/8 GALVANIZED NUT (4) 0 EACH
L3 1 /Z x Z 1 /Z x 1 /4
ROUTE ALONG ICE BRIDGE TO
WAVEGUIDE (MICROFLECT 8744)
RADIO CABINET
" 3/8" GALVANIZED ~ ~'
6 -0 MAX BETWEEN SUPPORT POSTS MECHANICAL CONNECTION ~ o
» » LOCKWASHER ~ EACH ~:~
WIDE GALVANIZED GRIP 24 ~
Z4
» WAVEGUIDE o 0
~ STRUT BRIDGE CHANNEL 2 -6 MAX. CLEAR
~ MECHANI (MICROFLECT 8750) ~
CAL (COMPRESSION) OVERHANG c
~ CONNECTION ~ #2 THWN INSULATED GREEN s .~
n ~ CONTINUOUS TO TOP MASTER v ~
~ ~ CADWELD ~ CAP; TYP. EACH POST ~ _
~ 6" ~ GROUND BAR. EXOTHERMIC WELD I-- m
% ~ BOTN ENDS. COAX CABLE w/ANDREW m
I ~-'
6 JUMPER ~___ ___ c
~ STAINLESS SNAP !N
~ t~
~ HANGER v
/ ~
` r ~ J
- I
TOWER BOTTOM GROUND BAR m
~ o 0 o COAX CABLE SUPPPORT
CADWELD i ~ ~ ~
W W W
#6 AWG
_~ i STRANDED AND ~ N ~ BOOT ~C CUSHION ASS'Y
DRIP LOOP HANGER BRACKET
..~
~ ~ JACKETED MICROFLEGT 8537 USE 853
o SPACED 4 MAX. (
( ) i
EQUIPMENT CABINET z+t »
~ .~ WHEN USING 1 5/8 COAX)
x ~ 1-5/8 COAX CABLE w/ SNAP-IN HANGERS i 2 TINNED SO D BCW 00 =
~ U ~.
~ - ~ 00 : 3/8 x 6: STAINLESS
a 2 T1NNE0 #6 STRANDED AND JACKETED ~ ca O p
~ ODS 1 ~ W
J » ~ THREADED R
' SOLJD B ~ Y it
CW - 1Z 0 FOR NORMAL SOIL -H EACH WAVEGUIDE
.~ _ _
~ BUSS BAR ON ISOLATOR ON ~ EXIST. TOWER co (MICROFLECT 8164) N ~'
~ NERSAL STAND OFF ADAPTER (REPLACE w/ 1/Z ROD O
~ Z
',~ r
EXISTING GRADE » IF NECESSARY) Z ~
~ ~ i 1 LEAD IN 1 /2 PVC NON
'' i " " CADWELD ~ FINISHED O O
a 2 -D LEAD IN 1/2 PVC NON i METAWC GRAY FLEX CONDUIT TO
GRADE ~"" U
METALLIC GRAY FLEX GROUND RING (CADWELDED ~ W
- ~ ~ CONDUIT TO GROUN IN ~ -~ r
~ D R G , BOTH ENDS ap
~ ~ i d ~
~. ~I ~ ~ ~ a
i I I j t'~
i .i ~ i ~fi ~ z i~ i t~ ,Q
I -
~ { i= i ~ i i ~ ~ iF i ~' ~
~ CADWELD ~ ~ C
ii i~~i ~
I ~.~ ~ ~ ~ ~ ilf- Ili
I N ~ •~
i ~ ~ ~2 TINNED SOLID BCW i I I'i ~ ¢ GROUND BAR -~ L-
L_J ~ l L_.1 ~~ ~~ ii
1 W
~ BURIED GROUND RING (MIN. ~ PIER (TYP.)
~~ » » ~ ~
I i
~~ DEPTH OF 40 OR 6 BELOW ~ ~ I
~~ ~ ~
I ~~ FROST LJNE) ~
---------------------- --------~~-- --------------------------- --i--- -------------------- -
CTION VC
S
3
NTS
CADWELD CONNECTION
GROUND ROD
Z
0
IC I GR UNDING TA L
DE I
z
E NTS
FENCE POST TYP
( )
" U m < ~ a
EXOTHERMIC WELD CADWELD TYPE "VS .WIRE IN o ~ o (~
G ~ ~ o2wire~sa, kic.
» NON METAWC FLEX, WHERE EXPOSED W W W .
NOTE:
4 CRUSHED GRAVEL
NISHED GRADE 1. ALL 2 TINNED SOLI BCW TO BUSS BAR
D 1086 CLhSSIC ROIL BUtTE 101
CONNECTIONS SHALL 8E EXOTHERMIC WELDED. aP NC 27502
~ ~
PHONE: (919)3672210 EIs~(; (918)367-2220 ~ $ ~
~.I . 2. ALL GROUND L 0 EXTERNAL GROUND NOTE: COAX CABLE
I I I _1 ~ (' EARS T
'`"~I~I "-"~ CONFIGURATION WHEN USING ~~t~ rt~'~~
RING MUST BE EXOTHERMIC WELDED AT 80TH » " ~~~ ~~ ~,, o Z
~I I I .~ 5 ~
- ENDS. 1-5/8 CABLE (7/8 COAX ~ \ ,,.,, ~~ 'j,
.III I .~ ~ % ~ Ha.
'~ ,
_ CABLE CONFIGURATION SHOWN IN ~,, ,.~'
~I III \
= TO GROUND RING S VI ABOV ATW-SQ01 B
3. COORDINATE G NN LOCATIO WIT ECTION EW E . ~ :`'
_ PS ANTE A N H ) WILLIA
.*; M ~~
II CONSTRUCTION MANAGER. MAINTAIN CORRECT ~ ~ oA~ 11 0~ o~
PANEK
~~-
1-i~riir-i~r MINIMUM BEND RADIUS AT ALL TIMES, = .S ~ -~ ~~~
.. ~ 4657
b ; cL' = Rre
GUMMING ;, ow-wN erg
1 ~-0" cw
RADIUS BEND (MIN) #2 TINNED SOLID 8 ,'9 . • w ~ sue
4. ENSURE LOCATION OF GPS ANTENNA HAS , 0 :t GA .,• ~ ti
CLEAR VIEW OF SOUTHERN HORIZON. ~'. ~' 'tt, t~t ~~` auwaio Mnroat
/// tttttttttrt /'~~• ~'~\
/ ~ '~
/, ~~ ~
~~
L ~/
TAIL ~
I G E
UNDN D
T GRO
TYP OS
ICA FENC
1
R IS A VIOLATION OF tAIY fOR PF7lSOq Ulif3~
NTS m~ Mc AcTINO Lprou TtK or A Ljaass~s
rr~miowu. TO x.riat TNtt ~oa;rtxt
NEW 200A SINGLE PHASE
FUSED DISCONNECT SWITCH
NEW 120/240V E-CON
SINGLE PHASE METER
BY POWER CO.
GALVANIZED UNISTRUT
SUPPORT {4 PLACES)
~ 2"0 CONDUIT
E5
!I 10
~i L 2"~ RGS
CONDUIT
~~
' i~
-
2" 4~ SCH 40 PVC
TO POWER CABINET 2"~ RGS
SWEEP
TO EQUIPMENT GROUND RING
LIGHT FIXTURE (175
WATT HALOGEN)
E5
8'-O"
GENERATOR
RECEPTACLE
TRANSTECTOR
AC
CABINET
I ` '°
ucHT swiT
CH (HUBBEL
I ~CS1221 OR EQUAL)
GFl DUPLEX OUTLET
I HUBBELL GF53521A "
( # 1 ~ FLEX
OR EQUAL) CONDUIT
2" RGS CONDUIT
~ '.. °
r I I 1" FLEX CONDUIT W/ I I
I ~I II II
~. ~ ~ ~~ . I I 2 TINNED SOLID
# II
°~ ~ I I I COPPER WIRE I I
° - I I I I
' ~ I I SERVICE I I
2"~ SCH 40 PVC I I I I
I I ENTRANCE ~ i t
W/PULLSTRING FROM 1 1 GROUND ROD I I
POWER DEMARCATION ~ !
---- ~ ~ ~ I
= 2"
I
(
.r I
. I
I ~
I :.
. I r
' II .
II . .
II ~. ,
"
II 42
I II °
C" I
V II
I . .. I
CC
L.~ ~ 3000 PSI
°I
CONCRETE BASE
_J
12"
S ~
F
d~
NTS
TRANSTECTOR
TELCO
CABINET
1" FLEXIBLE CONDUIT =
LIQUID TIGHT °
I
2" TO 1" REDUCER tD
2" RGS CONDUIT
CADWELD (TYP.)
I I I I .~ II ' r ~' 2"0 RGS SWEEP
l l I I `; II ~.)
I I I I ~. ~ II ~.., ~
I i I I ; .u TO EQUIPMENT GROUND RING
I I 30" MINI I
I 1 I I .~ .
(I II
I I I I I 2"~ SCH 40 PVC FROM
II II
I I ~ ~ SPEC-TECH BOX
I I ~ ---- PROVIDED AND INSTALLED
" BY TELEPHONE COMPANY
! (~ 2 ~ RGS SWEEP
\ ----
\~--
2" SCH 40 PVC TO MOD CELL CABINET
#2 THWN STRANDED GROUNDING
CONDUCTOR W/GREEN INSULATION
TO EQUIPMENT GROUND RING
UTILITY MOUNTING STAND W/ METER DETAIL
NTS
MASTER GROUND BAR, DOUBLE LUG
3" SCH 40 GALVANIZED PIPE
WITH CAP
TELCO FACILITY ENCLOSURE
(CP524) PROVIDED AND
INSTALLED BY PHONE
COMPANY