HomeMy WebLinkAboutZ-6530-E MapVICINITY MAP
3001 W 60th 5TREET
LITTLE ROCK, AR 72209
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5100 BROKEN 5OUND PARKWAY
BOGA RATON, FL 33481
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AT4T MOBILITY
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suppllers. All
rights renewed. tJ
LITTLE ROCK, AR 72211
i'ROM NP;,TO M OFF10
TAKE 1-630 EAST AND MERGE ONTO 1-30 VEST AND TAKE FOR
2b MILES TO EXIT 135, W b5th ST. AT EXIT MERGE ONTO W 65th
ST THEN TURN RIGHT ONTO MURRAY ST THEN TAKE Ist RIGHT ONTO
W 60th ST. SITE 15 AHEAD ON THE RIGHT.
DEPARTMENT NAME/ 516NATURE DATE
LAND ON NER2 / TONER OMER
SITE AL0151TION AGENT
ZONING / PERMITTING A6ENT
AM MANA6ER
CONSTRUCTION MANAGER
RF ENGINEER
SITE NUMBER:
AR1 528
SITE NAME:
WEST 65st STREET
PROJECT:
LTE
PREPARED FOR:
;it&t
PROJECT MANAGER:
WkST6WER
COMMON/CATIONS INC
PREPARED BY:
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30 MANSELL CT
SUITE 103
ROSWELL, GA 30076
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PROJECT INFORMATION
SITE ADDRE95
3001 W 60th 5TREET
LITTLE ROCK, AR 72209
LATITUDE-
34.613110
LONS17WE-
-1251010
'IM15DICTION1
GITY OF LITTLE ROCK
TONER ONNERi
50A TOWER5
5100 BROKEN 5OUND PARKWAY
BOGA RATON, FL 33481
800-487-51TE
AFFLIr,ANTi
AT4T MOBILITY
11005 W MARKHAM 5TREET
LITTLE ROCK, AR 72211
PROXCT MANAGER,
WE5TOWER GOMMUNIGATION5 ING
4ioo SOUTH BOWMAN ROAD
SUITE 700
LITTLE ROCK, AR 72210
EMINffw
PM d A
30 MANSELL COURT, SUITE 103
R05WELL, GA 30076
PATRICK W MARSHALL, P.E.
678-280-2325
PON ER.
ENTER6Y
TELCO,
AT$T
SCOPE OF WORK
IN5TALLL LTE EMIPMENT WITHIN AN E X15TIN6 UNMAMED
TELECOMMUNICATIONS FACILITY. INSTALL NEW AND IOR
RE12LAGEI04T ANTENNAS AND LINES ON E A5TIN6 TOYER.
CONNECT POPE -R. AND TELCO TO EX15TIN49 AT4T UTILITY 5EWIGE.
DRAWING INDEX
T-1 TITLE SHEET 6 PROJECT INFORMATION
G-1 6E ERAL NOTES
C-2 OVERALL 5171= PLAN
C-3 DETAIL EP 51TE PLAN
C,-4 TOYER ELEVATION AND ANTENNA ORIENTATION
�RPPS
RFD5 NOTES
Cr"f LTE: IFLUMSIW DIAGRAM
0-8 EQUIPMENT DMAIL5
C11 EQUIPMENT D>=TAILS
E -I WT�iIGAL 517E PLAN
E-2 ONE LANE DIAGRAM
E4Ok5N
-GN� �AILS
D5i XXXXXXXXXXXXXXXxxxxxxxxxxxxxX
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CALL BEFORE YOU DIG
ARKANSAS ONE -CALL
811
http://www.arkonecall.com/
30 MANSELL CT
SUITE 103
ROSWELL, GA30076
678-280-2325
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No. 14904 ���}�
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6EREE6L NOTES:
I. THE GENERAL CONTRACTOR MUST VEREFY ALL DIMENSIONS, CONDITIONS AND ELEVATIONS BEFORE STARTING WORK, ALL
D15CREPANCE5 SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND SHALL BE RESOLVED BEFORE PROCEEDING
WITH THE ADM ALL WORK SHALL. BE PERFORMED IN A WORKMANLIKE MANNER IN ACCORDANCE WITH ACGEt}TED
CONSTRUCTION PRACTICES.
2. IT 15 THE INTENTION OF THE=SE DRAWEN65 TO SHOH THE COMPUTED INSTALLATION. THE GONTRAGTOR SHALL- BE
RESPONSIBLE FOR ALL TEMPORARY BRAOING, SHORING, TIES, FORM WORK, ETC, IN ACCORDANCE WITH ALL NATIONAL,
STATE, AND LOCAL ORDINANCES, TO SAFELY EOECIAE ALL WORK AND SHALL BE RESPO%IBLE FOR SAME. ALL WORK
SHALL BE IN ACCORDANCE YNITH LOCAL CODES.
3. THE CONTRACTOR SHALL L15E ADEQUATE NUMBER OF SKILLED WORKMEN WHO ARE THOROL*}ILY TRAINED AND
EXPERIENCED IN THE NECESSARY GRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REWIREMENT5 AND
ME p NEEDED FOR PROPER PERFORMANCE OF THE WORK.
4. CONSTRUCTION CONTRACTOR ASREE5 THAT IN AGGORDANGE YNIT H GENERALLY ACCEPiEl7 CONSTRUCTION PRACTICES,
CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE F.E5PONSIBILITY FOR .LOB SITE
CONDITIONS DURING THE GOUFSE OF CONSTRUCTION OF THE PROJECT, IWAJIDING THE SAFETY OF ALL PF 5ON5 AND
PROPERTY, THIS REQUIREMENT SHALL EW MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
HOURS. CONSTRUCTION GoNTRAGTOR FURTHER AGREES TO INDEMNIFY AND HOLD DESIGN ENGINEER HARMLESS FROM
ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON TH15 PROJECT.
5.51TE GFOW[NG SHALL COMPLY WITH ATIT MOBILITY GROUNDING STANDARDS, LATEST EDITION, AND COMPLY WITH
ATET MOBILITY GROUNDING CHECKLI5T, LATEST VERSION. WHEN NATIONAL AND LOCAL GROUNDING CODES ARE MORE
STRINGENT THEY SHALL GOVERN.
b. ALL iVOF'K SHALL COMPLT WITH 05M AND STATE 5AMTY REWIRM4ENTS. PROGFDURE5 FOR THE PROTECTION OF
EXCAVATIONS, EXISTING GON5TRGTEON AND UTILITIES SHALL BE ESTABLISHED PRIOR TO FOUNDATION IN5TALLATION. IF
TEMPORARY LIGHTING AND MARKING 15 REQUIRED BY THE FEDERAL AVIATION ADMIN15TRATIO14 (FAA), IT 15 THE
CONTRACTORS RESPON51131LITY TO MAINTAIN THE NECESSARY LJGHTS AND NOTIFY THE PROPER AUTHORITIES IN THE
EVENT OF A PROBLEM.
-1. ALL WORK SHALL BE ACCOMFLI5I`W IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL CODE5 AND ORDINANCES.
THE MOST STRINGENT GODE WILL APPLY IN THE CASE OF DISCeRE-PANGIES OR DIFFERENCES IN THE CODE
REQUIREMENTS.
B. ANY DAMAGE TO ADJACENT PROPERTIES SHALL BE CORRECTED AT THE GONTRAGTOR5 EXPENSE,
q. THE CONTRACTOR 15 RE5PON51BLE FOR PROVIDING AMPLE NOTICE TO THE BUILDING INSPECTION DEPARTWNT TO
SCHEDULE THE REWIRED IN5PECTEONS. A MINIMUM OF 24 HOURS OF NURCE SHALL BE GIVEN AND THE WILDING
INSPECTION DEPARTMENTS HAVE REQIiESTED THAT GROUPS OF THO OR THREE SITE513E SCHEOULED AT ONE TIME IF
POSSIBLE.
10. CONSTRUCTION MANAGER WILL CONFIRM FAA APPROVAL OF TONER LOCATION BY 155UIN6 TOWER RELEASE FORM. NO
TOYEEiR SHALL BE CON5TRUGTW UNTIL THE TOWER RELEASE FORA Is I55UED To THE CONTRACTOR.
IL THE COMPLETE BID PACKAGE INCLUDES THF5E CONSTRUCTION DRAYiINGS ALONG WITH TFE FINAL RF DE515N AND TONM
STRUGTIRAL ANALYSIS. CONTRACTOR 15 RESPONSIBLE FOR R> VIEFN OF TOTAL BID PACKAGE PRIOR TO BID SUBMITTAL,
12. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES WITHIN GON5TRUGTION LIMITS PRIOR TO GON5TRUGTION.
13. THE CONTRACTOR 15 RE5PONSIBU FOR MAINTAINING P051TIVE DRAINAGE ON THE SITE AT ATIMES. SILT AND EROSION
CONTROL SHALL BE MAINTAINED ON THE DoHNSTRFAM 51DE OF THE SITE AT ALL TIMESLL . ANY DAMAGE TO AV404ENT
PROPERTIES SHALL BE CORRECT?= -D AT TM CONTRACTOR5 EXPENSE.
14, GLEARiNG OF TREES AND VEGETATION ON THE 51TE SHOULD BE HELD To A MINIMUM. ONLY THE TREES NECESSARY FOR
COH5TR YTION OF THE FACILITIES SHALL BE REMOVED. ANY DAMAGE TO PR PERTY OUTSIDE THE LEASE PROPERTY
SHALL BE REPAIRED BY THE GONTRAGTOR.
15. ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE 517E SHALL BE INCLUDED IN THE BID. EXCESS TOPSOIL AND
UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF 51TE AT LOCATIONS APPROVED BY GOVERNING A0ENCIE5 PRIOR TO
DI5Po5AL.
Ib. SEEDIN& AND MULCHING OF THE SITE 901-L BE A COMMI5HED A5 500A A5 POSSIBLE AFTER COMPLETION OF THE
SITE DEVELDPNENT. THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING AV MAINTAINING AN ADECTIUATE COVER OF
VE=GETATION OVER THE SITE FOR A ONE YEAR PERIOD.
1-1. PERMIT5, OBTAIN AND PAY FOR REQUIRED PERMITS, LICENSES, FEES, INSPECTIONS, ETC.
18. RECORD
RECORDD MAINTAIN
ON SET OF CONTRASPECIFIED
C TU
DRAMIHGS MICH SHALL BE RNED
IOVER TO THE
CONSTRUCTION MANAGER UPON COMPLETION OF THE PROJECT.
Iq. THE CONTRACTOR SHALL V151T THE 51TE BEFORE BIDDING ON THE WORK CONTAINED IN TH15 DE516N PACKAGE.
EXOAVATION I GRADING NOTE5:
I. ALL CUT AND FILL SLOPES SHALL BE 3 : I MAXIMUM,
2. ALL.. EXCAVATIONS ON HACH CONCRETE 15 TO BE PLACED SHALL BE SUBSTANTIALLY HORIZONTAL ON
UNDISTURBED AND UNFFDLB SOIL AND Be FREE FROM L005E MATERIAL AND EXCESS GROUND WATER.
DEWATEREH 7 FOR I XGE55 GROUND WATER SHALL BE PROVIDED IF REQUIRED.
3. CONCRETE FOUNDATIoN5 SHALL NOT BE PLACED ON ORGANIC MATERIAL. IF SOUND 501L 15 NOT REAGFrD
AT THE DESIGNATED EXCAVATION DEPTH, THE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL
pall { AND EwITHM BE REPLACED WITH MECHANICALLY fOMPACTED GRANULAR MATERIAL OR THE EXCAVATION
13E FILLFD WITH CONCRETE OF THE SAME QUALITY SPECIFIED FOR THE FOUNDATION.
4. ANY EXCAVATION OVER THE REQUIRED DEPTH 5HAL.L BE FELL P WITH EITHER MECHANICALLY COMPACTED
GRp3d1LAR MATERIAL OF CONCRETE OF THE SAME QUALITY SPECIFIED FOR THE FWNDATiON. (,RUSHED
STONE MAY BE USED TO STABILIZE THE BOTTOM OF THE EXCAVATION. STONIw, IF LISED, SHALL NOT BE
USED AS COMPIONG CONCRETE THICKNESS.
5. AFTER COMPLETION OF THE FOUNDATION AND OTHER CONSTRUCTION BELOW GRADE, AND BEFORE BACK
FILLING, ALL E)OCAVATION5 SHALL W GLEAN OF UNSUITABLE MATERIAL SUCH A5 VEGETATION, TRASH, DEBRIS,
AND 50 FORTH.
b. BACK FILL SHALL BE.
- APPROVED MATERIALS CONSISTING OF EARTH, LOAM, SANDY CLAY, SAND, GRAVEL, OR SOFT SHALE,
- FREE FROM CLODS OR STONES OVER 2-112' MAXIMUM DIMEWAGN9,
- IN LAYERS AND COMPAGTED.
7.517E FILL MATERIAL AND FOUNDATION BACK FILL 5HALL BE PLACED IN LAYERS, MAXIMUM W DEEP BEFORE
COMPACTION. EACH LAYER SHALL BE SPRINKLED IF REQUIRED AND COMPACTED Er( HAND OPERATED OR
MACHINE TAMPERS TO 15$6 OF MAXIMUM DENSITY, AT THE OPTIMUM M015TURE CONTENT 12% A5 DETERMINED
BY ASTM DESIGNATION D -661S, UNLESS OTHERNISE APPROVED. SUCH BACK FILL. SHALL NOT BE PLACED
BEFORE 3 DAYS AFTER PLACEMENT OF CONCRETE.
8. THE FOUNDATION AREA SHALL BE GRADED TO PROVIDE HATER RUNOFF AND PREVENT HATER FROM
STANDING,. THE FINAL GRADE SHALL SLOPE AYAY IN ALL DIRECTIONS FROM 1"E FOUNDATION AND SHALL
THEN BE COVERED WITH 4' DI P GOMPAGTIED STONE OR GRAVEL.
q. CONTRACTOR SHALL PROVIDE ALL ER051ON AND SEDIMENTATION CONTROL MEASURES AS REOUIR.ED BY LOCAL
CITY, COUNTY AND STATE GODE5 AND ORDINANGE5 TO PROTECT EMBANKMENTS FROM SOIL L055 AND TO
PREVENT AGGUMI$ATION OF SOIL AND SILT IN STRE45 AND DRAINAGE PATHS LEAVING THE CONSTRUCTION
AREA. TH15 MAY INCLUDE SUCH MEAWRE5 A5 SILT FBCF5, 5TALN BALE SEDIMENT BARRIERS AND G}EGIK DAMS.
10. FILL PREPARATION,
REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, NET AND UNSA-TI5FA( TORT 50IL MATERIALS, 055TRUGTION5, AND
DELETERIOL6 MATERIALS Ff�CM GROUND SURFACE PRIOR TO PLACING FILLS. PLOW 5TRP OR BREAK UP
5UU170F� EN 9J5S E OR EEEPER XISTING GROUND HORIZONTAL
AGE TO RELINE FILT. HAS MATERIAL b�I LEBOND 5 TAITH M THAATT
REGUiRFD FOR FILL, BREAK UP GRAND 51 WA05 TO DEPTH REWIRED, PULVE R1ZE, MOISTURE -CONDITION OR
AERATE 501L AND RECOMPAGT TO REQUIRED DENSITY,
Il. REPLACE THE 1<X15TIN6 WEARING SURFACE ON AREAS WHICH HAVE BEEN DAMAGED OR REMOVED DURING
CONSTRUCTION OPERATIONS. SURFACE SHALL BE REPLACE TO MATCH EXISTING ADJACENT SURFACING AND
SHALL BE OF THE SATE THIGKNE55. NEH SURFACE SHALL BE FRM FROM CORRI)SATION5 AND WAVES.
EXI5TING SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED IF IK"ICkS AMOUNTS OF EARTH,
ORGANIC, MATERIAL.,, OF OTHER DELETERIOUS MATERIALS ARE REMOVED PRIOR TO REUSE' FURNI514 ALL
ADDITIONAL RESURFAGING MATERIAL A5 REQUIRED. BEFORE SURFACING 15 RI3:'LAGED, 511E6RAM SHALL BE
ORADED TO CONFORM TO REQUIRED SUBGRADE EEEVATTONS, AND LOOSE OR P157WBW MATERIALS SHALL BE
THOROUGHLY COMPACTED. DEPRE5 10-45 IN THE SUBGRADE SHALL BE FILLED AND COMPACTED KITH
APPROVED SELECTED MATERIAL. 5URFAGIN9 SHALL NOT BE USED FOR FILLING DEP�ION5 IN
THE 51,106RADE,
12. PROTECT EXISTING SURFACING AND SUBGRADE IN AREAS MERE EQUIPMENT LOADS WILL OPERATE. 115E
PLANKING OR OTHER SUITABLE MATERIALS DESIGNED TO SPREAD EWIPMENT LOADS, REPAIR DAMAGE TO
EXISTING GRAVEL SURFACING OR SUBGRAVE WHERE SUCH DAMAGE 15 DUE To THE CONTRACTOR'S OPERATIONS.
DAMAGED GRAVEL 5URFAGING SHALL BE RESTORED TO MATCH THE ADJACENT UNDAMAGED GRAVEL SURFACING
AND SHALL BE OF THE SAME THICKNESS,
13. DAMAGE To EXISTING 5TRUGTURE5 AND UTILITIES RESLLTING FROM CONTRACTOR'S NEGLIGENCE SHALL BE
REPAIRED / REPLACED TO OWNER'5 5ATi5FAGTION AT CONTRACTOR'S EXPENSE,
14. CONTRACTOR SHALL COORDINATE THE CONSTRUCTION SCHEDULE WITH PROPERTY ONNER 50 A5 TO AVOID
INTERRUPTIONS TO PROPERTY 01NW'5 OPERATIONS.
15. ENSURE P051TIVE DRAINAGE DURING AND AFTER COMPLETION OF CONSTRUCTION.
Ib. RiPRAp SHALL BE CLEAN, HARD, SO M, DEIRABLE, UNIFORM 1N QUALITY, AND FREE OF ANT' DETRIMENTAE.
QUANTITY OF 5OF7; FRIABLE, THIN, ELONGATED OR LAMINATED PIECES, DISINTEGRATED MATERIAL, ORGANIC
MATTER, OIL, ALKALI, OR OTHER DE LL71 REOUS W55TANGE.
LECIEND
30
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FENCE
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PROPERTY LINE / ROW
- -
LEASE AREA
- - - - -
FA5EMENT
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DISCONNECT SWITCH
8 Q
METER
GIRGUIT BREAKER
OCODED
NOTE NUMBER
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GHEMIGAL GROUND ROD
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GROUND ROD
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GROUND ROD WITH INSPECTION SLEEVE
CADWELD TYPE CONNECTION
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GOMPRE551ON TYPE GONNfLTION
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GROUND WIRE
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EXISTING AUT—\i
CONCRETE PAD
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PROPOSED R135 6601 MAIN UNIT W51pi
NEW AUT LTE CABINET MOUNTED ON
WFRAME. INSTALL A 18" X 15—
.UW-TION BOX UNDER THE LTE CABINET.
r
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1
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EX15TINO
2106 RBF
PROPOSED -OV
DC POWER E
BATTERY CABINET
2�
INSTALL RO ENBER&M 4'•
CABLE ENTRY BOOT IN
PROPOSED CABINET PART#
OX401-EBIIO118
PROPOSED ROSENBERGER (2) TRLWG
DC POWER CABLES AND O) TRW
FIBER GABLE
I'3'
EXISTING
MONOPOLE
SCALE: I" = 3' DETAILED SITE PLAN
SCALEi I" = 3'
4'3'
rte.
rr
■
1
1
1'-5"
EXISTING
3106 RB5 CABINET N
NMI'5 850/1900)
m
EXISTING
2106 RBS CABINET iV
(c6m 850)
r
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BRIDGE
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UTILITY WFRAME
AT<T
ABINET
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REFER TO THE 5TRUGTURAL ANALYSIS DY FDH
ENGINEERING DATED 4OA2, PRO.IEGT NUMBER
12-03603E 51.
ATIT Ya) 1 TE M69WN
P-IPROP05W
R)
TOWER ELEVATION
NT5
'ROP05ED AT4T
aA5(rYPJ
�TFORM
N
W E
S
I
-l-\V AT4T
UNT
EXISTING AT4T ANTENNA -5
FOR GSM 4 UMTS
(TYP. - 2 PER 5ECTOR)
EXISTING ANTENNA ORIENTATION
NTS
AT4T (3) LTE ERIG55ON
RRU5-II IYYP - I PROP05M
PER SECTOR)
PROPOSED
AT4T LTE RAYGAP
DGb-46-60-I8-6F
PROPOSED ANTENNA ORIENTATION
NT5
5TIN6 AT4T
fENNA MOUNT
EXI5TIN6 AT4T
ANTENNA MOUNT
EXI5TIN6 AT4T ANTENNAS
FOR 65M 4 UMTS
Mr. - 2 PER SECTOR)
PROP05W AT4T PONERAAVE
P65 -I6 -X -H-RR ANTENNA FOR LTE
(TYP. - I PER 5EGTOR )
wml
TfE KX 1N6 VETAIL5 5Hwm ON TH15 SHEET ARE
TYPICAL IN5TALLATION DETAILS THAT MAY NOT
WORK ON ALL SITES, PM4A KA6 NOT PROVIDED
KTH AN ANTENNA MOUNT MAPPING WORT. PM4A
HA5 NOT Po2FORMED A 5TRUGTUPJIt EVALUATION
OF THE EDG5TING ANTMINA MOUNT(5).
PV&
30 MANSELL CT
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LTE ANTENNA
(TYPJ
RET GABLE•
(rYP)
In' COAX
.A 4 ER (ITP)
N ERICSSON 51NGLE-
FAIR DG POUTER
GABLE (TYP)
ALARM CA5LE-
(IYPJ
ALPHA SECTOR
POSITION 3
ANS
RAYGAP DG SURGE
SUPPRESSION UNIT NV
FIBER PA-% THRU
PART# V02 - 0-60-0-q
(2) ROSF� 51NOL.E -
PAIR POWER GABLES
PART# N R-V6825T-5RDA
AND (2) R0589BER6ER
51N9LE PAIR FIBER GABLES
PART# FB -L985-005-5000
N RAYGAP FIBER-
DI5TRIBIJ ION AND DG SURGE
5UPPRE55ION UNIT
PART# DG6-48-60-!8-8F
(1) ROSENBURC-M-
0) PAIR PONS GABLE
((b) 8AW6 TINNED
COPPER GONDUCTOR5)
(1) RAYGAP DG SURGE PROTEGTOR-
PART# M12 -48 -60 -RM TO BE
SHARED FOR UMTS 4 LTE
ALARM GABLE -
TO ALARM BLOCK
(6) 20 A DG BREAKEL5
FOR RRU5 AND N 15A DG
BREAKER FOR THE MU
BETA SECTOR
POSITION 3
RET- GABLE
(rYPJ
- OOl hz I I "
RAYGAP DG 5URCE
5UPPRE55ION UNIT W/
FIBER PA55 THRU
PART# D02-48-&O-O�I
5HELTEWOA13INET EXTERIOR
RAYGAP DC SUR6E
PROTECTOR
-8V DG
BREAKER PANEL
LTE PLUMBING DIAGRAM
NTS
GAMMA SECTOR
POSITION 3
'001-iu
ANL5
GOKkRAGTOR SHALL IMPIB"EttT THE APPROVED
AUT 65RF INSTALLATION WHEN POY5I6LE, THE
PUMBIN6 DIAGRAM SH" ON THIS 5HEET 15
ONLY VALID HIEN G5RF 15 NOT REQUIRED.
(TYPICAL EACH SECTOR)
-(I) SINGLE PAIR FIBER
GABLE (IYP)
RAYGAP DG SURGE
5LPPRE56ION UNIT W/
FIBER PA—% TI'" PROTECTION PROTECTION SHOULD BE INSTALLED WITHIN
ART'# D02 -48-60-0-4E 15' OF THE RRW3 PER ATdT 6UIDELINES. THE
DG2-48-60-0-IE UNITS SHOWN IN THIS DIAGRAM
ARE NOT REQUIRED IF THE Da -48 -60 -IB -81`
"SQUID' 15 LOCATED WITHIN IV OF THE M's.
(TYPICAL EACH SECTOR)
— (2) ROSENBERiSER 51N6LE
PAIR POWER GABLES
PART# WR-V6825T-BRDA
AND (2) ROSENBER(�
51145LE PAIR FIBER GABLES
PART# FB-L985-OO5-5000
-----(I} RD5E7r'BiJP_GFR
(3) PAIR PON M GABLE
((b) 8AN5 TINNED
COPPER GONIMTORW
0) RO`st-TaFJ5�
FIBER GABLE
'A -D MI32Y2500N'
(12) PAIR FIBER TRUNK
WCABINET INTERIOR
LTE RBS 6601
MAIN BAS BAND UNIT
Ends 5
TO 51AD
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30 MANSELL CT
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HANGER ADAPTER
ROSENBERGER PAF
CX608-HAOT I I OR
5HAP-IN HANGER,
ROSENBERGER PART NO.
TH495-DC-18 OR EQUIVALEI
SNAP -IN HANGER,
ROSENBERGER PART NO.
TH496-DCII4 OR EQUIVALENT
HANGER ADAPTER GROMMET,
ROSENBERGER PART NO.
GX608-HAO120 OR EQUIVALE
SNAP -IN HANGER
DG GABLE BUNDLE
%N
lk =*41-.,.
/ uj_;
TES.
I. REFER TO J5A DOW 415IT5 FOR EXACT CABLE MM13ER
AND MANUFACTURER SPECIFICATIONS FOR PROPER
GROMMETS AND HANGERS TO SUPPORT THE FIBER AND
DG GABLE BUNDLE5.
2. REFER TO STRUCTURAL ANALY515 FOR EXACT GABLE
ROUTING AND MOUNTING CONFIGURATION,
HANGER ADAPTER GROMMET DETAIL5
NOT TO 56ALE
PROVIDE STANDARD Ll
UN15TRUT GAPS FOR ALL
EXP05EP ENDS (TYPJ
18' x 18'
JUNCTION
BOX
PROP05FO 12'xl2'xl/2'
PLATE ATTACHED WITH
(4) 1/2' HILTI KWIK BOLT II,
4' MIN. EMBED. (TYPJ
EXISTING '^
CONCRETE PAD
FRONT VIEW
PROP05ED HANGER
BRACKETS FOR GABLE
ROUTING (MOUNT ON 51DE
OF H-FRME CLOSE5T TO
I<.F RRIDGF)
9'
PROPOSED
4' DIA. SCH. 40
SUPPORT PIPE
12'x12'.1/2' PLATE
WITH (4) 9/16' HOLE5
SA5E PLATE DETAIL
NOT TO SCALE
510E VIEW
30 MANSELL CT
SUITE 103
ROSWELL, GA 30076
678-280-2325
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WATERTIGHT
ENP&AP OMYPJ
4' DIA. X 71' LONG, SCH. 40,
€
GALVANIZED SUPPORT PIPE
PIOOO UNISTRUT ATTAGHED TO
51JPPORT PIPES WITH STANDARD
PIPE CLAMPS OR U -BOLTS (TYPJ
AT4T
j LTE
i CABINET
PROVIDE STANDARD Ll
UN15TRUT GAPS FOR ALL
EXP05EP ENDS (TYPJ
18' x 18'
JUNCTION
BOX
PROP05FO 12'xl2'xl/2'
PLATE ATTACHED WITH
(4) 1/2' HILTI KWIK BOLT II,
4' MIN. EMBED. (TYPJ
EXISTING '^
CONCRETE PAD
FRONT VIEW
PROP05ED HANGER
BRACKETS FOR GABLE
ROUTING (MOUNT ON 51DE
OF H-FRME CLOSE5T TO
I<.F RRIDGF)
9'
PROPOSED
4' DIA. SCH. 40
SUPPORT PIPE
12'x12'.1/2' PLATE
WITH (4) 9/16' HOLE5
SA5E PLATE DETAIL
NOT TO SCALE
510E VIEW
30 MANSELL CT
SUITE 103
ROSWELL, GA 30076
678-280-2325
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ADAPTER KIT 6 THREADED
FIELD LOCATE AS RE
PROPOSED
LTE (I
PROPOSED UNIVER51
ADAPTER KIT 6 THREADED
FIELD LOCATE A5 RE
LTE RRUS-II MOUNT DETAIL
NOT TO 5GALE
PROPOSED ANTENNA MOUNT
PIPE (TYPJ
PROPOSED 2-3/8' O.D x V LONG
RRU MOUNTING PIPE (TYPJ
PROP05ED LTE ANTENNA AND
DONNTILT BRACKET (TYP)
PROP05ED RAYCAP'
DGb-48-bC
OVERVO
PROTECTION UNII
PROPOSED RAYGAP
5RAGI
PROPOSED
BASE POF
PROPOSED RAYL/
SUPPORT HARM
v
THEM MOUNTING DETAILS 5HO1 N ON THIS SHEET ARE
30MANSELLCT
TYPICAL INSTALLATION DETAIL -5 THAT MAY NOT
SUITE 103
(YORK ON ALL SITES, PMIA WAS NOT PROVIDED
ROSWELL,GA30076
MTH AN ANTENNA MOLHT MAPPING REPORT. PMI A
678-280-2325
HAS NOT PERFORMED A STRUCTURAL EVALUATION
OF THE EXISTING ANTENNA MOUNT(S).
MONOPOLE INSTALLATION
PROP05ED RAYGAP 'SQUID'
DCb-48-bO-18-8F OVERVOLTAGE
PROTECTION UNIT (TYP)
PROP05ED RAYGAP - F"TING
BRA( KET (TYP)
PROP05EP RAYGAP BA5E FORT5J
(TYP)
PROPOSED RAYGAP GABLE
SUPPORT RARNE55 (TYP)
TOWER LEG OR PIPE
MOUNT INSTALLATION
RAYGAP SQUID MOUNT DETAIL
NOT TO 51 -ALE
EXISTING MONOPOLE
TOWER (TYP)
SECURE RAYGAP MOUNTING
BRACKET TO MONOPOLE FACE
WITH VALMONT STAINLESS STEEL
BANDING STRAP (PART gBIT69)
AND TEN510H BUCKLES (PART
pB1TT0) OR STRUCTURAL
EGUIVALENT (rYP)
TOWER LEG OR STANDOFF MOUNT
TUBE MEMBER. REFER TO TOWER
PLAN FOR 511E SPECIFIC LOCATION
(TYPJ
SECURE WITH RAYCAP PIPE
MOUNTING HARDWARE SUPPLIED
WITH BRACKET "J
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ELECTRICAL KEY NOTES
OI PROP05W 0) P CONDUIT WITH (08 ANKH,
0)#8G AND (U % CONDUIT WITH (4)#8 AWG,
(U#8G FROM THE EXISTING AG PANEL TO
THE PROPOSED -48V POWER PLANT,
PROPOSED #12 AWG DG CONDUCTORS
FROM THE PROPOSED -48V PLANT TO
THE RAYCAP P06 -48 -60 -RM.
QPROPOSED 012 AM DG CONDUGTOR5 FROM
THE RAYGAP Pa -48 -60 -RM TO THE RB5
6601 MAIN UNIT.
PROP05ED 2' CONDUIT FOR TELCO CABLES
FROM THE PROP05FD OPT -E -MAN TO THE
R55 6601 MAIN UNIT. ROUTE GABLES
THROUGH THE 12' X 12' .UNCTION BOX.
O PROP05M R05ENBERGER (2) TRUNK DG POWER
GABLES B AWG, CLASS Bl STRANDS AND 0)
TRUNK FIBER GABLE 'A-DQ(ZW52Y2500N'
ROUTED ALONG ICE BRIDGE,
EXISTING ATST r'
CONCRETE PAD
r' rr
r �
r f
r r
r r
I �
r �
I �
r r
i r
r
r
r
r
EXISTING EXI5TING
2106 3106 RBS CABINET
PROPOSED RAYG
—_ (65M 11,E 0MT5 85OA900)
GRAPHIC GALES
3 O 3
SCALE: I" = 3'
PROPOSEV -48V EXI5 RBS ACCABINET
DC POWER S 2106
BATTERYYC�CADNET j (65M 050)
r 1
PROP05W R55 6601 MAIN UNIT INSIDE'
NEYi AT4T LTE CABINET MOUNTED ON
H -FRAME. INSTALL A IB' X 18'
.UNCTION BOX UNDER THE LTE CABINET.
INSTALL RDS 4•J
GABLE ENTRY BOOT IN
PROP05M CABINET PART# F1CI5TM AT4T
GX4014E5II0118 ce 5RID6E
PROF05M KOSEM55RGIZ (2) TRUNK J
DG POWER GABLES AND (1) TRUNK
FIBER GABLE
EXISTING
MONOPOLE
ELEGTRIGAL 51TE PLAN
5CALEe I' = 3'
AT4T AG PANEL
AND 6EN PLUG
EXI5TING AT4T
TELCO GA13INET
UTILITY H -FRAME
ALL PPROP05ED CONDUITS AND CABLE TO °
BE LAM" PER AT4T SPECIFICATIONS. 30 MANSELL CT
SUITE 103
ROSWELL, GA 30076
676-260-2325
CONTRACTOR SHALL COORDINATE THE
INSTALLATION OF A NEH -48V SYSTEM PER
AT4T 5PEGIFIGATION WITH THE
CONSTRUCTION MANAGER.
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PROPOSED #2 AWG STRANDED GREEN
INSULATED COPPER WIRE FROM THE PROPOSED
RBS 6601 MAIN UNIT TO THE PURCELL CABINET
GROUND BAR GROUND PER MANUFACTURERS
SPECIFICATIONS.
O PRDPo5w #2 AWG STRANDED GREEN
INSULATED COPPER WIRE FROM THE PROPOSED
RAYGAP M6 -0 -60 -RM TO THE POWER
CABINET GROUND BAR GROUND PER
MANUFACTURERS SPECIFICATIONS.
PROPOSED #2 AM STRANDED GREEN
INSULATEP GpPPER NIRS' FROM THE FROPO5ED
FOYER GA91NEr TO THE D*TiNG GR.CXW RING.
GROUND PER MANUFACTURERS SPECIFICATIONS.
EXISTING AT$T
CONCRETE PAD
4 PROPOSED #2 AWG STRANDED GRI
INSULATED COPPER WIRE FROM THE PROPOSED
PURCELL CABINET TO THE EXISTING MAIN
GROUND RING. GROUND PER MANUFACTURERS
SPEGIFIGATIONS.
O5 BOND ALL STEEL P05TS FOR ICE BRIDLE d
H -FRAME ATH R2 ANY.7 SOUR BARE TINNED
COPPER WIRE MN& EXOTI4ER TIC YrT1J75 AT 6'
ABOVE GRADE OR FOUNDATION, WHICHEVER 15
HIGHER APPLY GOLD-0ALV AFTERWARD.
EXOTHERMIGALLY WELD OTHER END OF LEAD
TO EXISTING EQUIPMENT GROUND RING.
PROPOSED RBS 6601 MAIN UNIT IN51DE
NEW ATET LTE CABINET MOUNTED ON
H -FRAME. INSTALL AID' X IB'
JUNCTION BOX UNDER THE LTE CABINET.
ORAPHIG SGAL.ES
3 O 3
5GALE. I " = 3'
EXISTING
2106 RB
NISH W
PROPOSED -48V
DG POWER t
BATTERY CABINET
im 2:4m l •TR;ll
PROPOSED #6 AWG STRANDED GREEN
INSULATED COPPER WIRE FROM THE
PROPOSED RAYCAF DLb�B�aO 18
TO THE SECTOR GROUNiD BAR PER
MANUFAGTURERS SPEGIFIGATIONS.
2. pRopo5m Rb AWG STRANDED GRAN
INSILATEA COPPER WIRE FROM EACH RRU TO
THE SECTOR GROUND BAR GROUND PER
MAR FACT1IRER'S SPECIFICATIONS.
3, PROPOSED #6 AWG STRANDED GREEN
INSULATED COPPER WIRE FROM THE TMAS
TO THE SECTOR GROUND BAR
I
EXISTING
NOD R135 CABINET
(UMTS 850AgO0)
EXISTING
2106 R55 CABINET
(G5M 850)
iTING AT3T
BRIDGE
,)
GROUNDING 51TE PLAN
5f -ALE, I" = 3'
n
I. ALL 6ROS,4ID ELECTRODE 5Y5TEV5 0HGLU0I?4'v TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION, AND AG PONfcR GESS) SHALL
15E BONDED TOWFRE!R, AT OR BELONi GRADE, BY WP OR 14ORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC, AND
AT3T ND -00011,
2, THE arcNo'NTRAGTOR SHALL PERFORM IEEE FALL-0F-POTEN7IAL RESISTANCE TO EARTH TESTING (PER IEEE II00 AND 81) FOR
GROUND ELECTRODE 5Y5TEM5. TESTING SHALL BE IN ACCORDANCE WITH SPECIFICATION 24752.000-31`5-E600-00001. USE OF
OTHE3R MI=T1i0D5 MUST BE PRE-APPROVEP BY CONTRACTOR IN i^1R3TIN5.
3. THE SUBWflF4CTOR 5, R FURNISH AND INSTALL SJPPLE7 fE,`ITAL GROUND ELECTRODES A5 FMufD TO ACHIEVE A TEST R.IwSULT
OF 5 OHMS OR LE55. L'S ADDING FE FCTROVE5, CONTRAGTOR SHALL MAiWAiN A MINIMUM D15TANCE Br-: Y THE ADDED
E.bGTRODE AND ANY OTHER "5TTN6 ELECTRODE MAL To THE BURIED LENGTH Op THE ROD- IDEALLY, CONTRACTOR SF -A STRIVE
TO KFEP THE SEPARATION DISTANCE EQUAL TO TYlICE THE BURIED LENGTH OF THE R005.
4. THE rlydCOHTRAGTOR 15 RE5PO"OLr= FOR PROPI RLY 5EC�1EtiGING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION A5 TO
PREVENT ANY LOSS OF CONTINUITY IN THE GRGUNVIN6 5Y5TEM OR DAMAGE TO THE CONDUIT.
5. METALCONDUIT AND TRAY SHALL BE GROUNDED AND MADE E1rGTRiGALLY GONTIK)OV5 WITH LISTED BONDING FITTINGS OR BY
BONDING ACROSS THE DISCONTINUITY WITH Kfa AStiG COPPER NiRE AND UL APPROVED GROUNDING TYPE CONDUIT CLAMPS PER NEC,
AND ATtT NO -00011.
6. METAL RACSILAY SHALL NOT BE LEAD AS THE NEC, REMIRFA FOUIWENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS
WITH GREEN INSUi TION, SIZED IN ACCORDANCE WITH THE NEG, ALL BE FURNISHED AND INSTALLED WITH THE PONER CIROUITS TO
BT5 EQUIPMENT,
1. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK-TO-BACK CONNECTIONS ON OPP051TE SIDES
OF THE GROUND BU5 ARE PERMITTED.
e. ALUMINUM CONDUCTOR OR COPPER GLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS.
9. USF OF 4O' BENDS IN TTE PROTEECWN 6RAtN1DIN5 CONPXaTOR5 SHALL BE AVOIDED WHEN 45' BEND5 CAN BE ADEQUATELY
ORTED. IN ALL CASE5, SENDS SHALL 6E MADE METH A MINIMUM BEND RADIUS OF 8 INCHES,
to. EACH INTERIOR 13T5 GAINNET FRAME/FL.IHTH SHALL BE DIRECTLY CONNECTED To THE MASTER GR=D BAR WITH 02 AWG
5TRANDW GREEN INSULATED SUPFLE1,B4TAL EAUIPMEIZT Ogm v NIRES. EACH OUTDOOR CABINET FRAMMINTH SHALL BE DIRECTLY
GONNFI r_l-rD To THE 5MED GROUND R11<7 WITH 0 2 AWG SOLID TiN- PLATED COPPER WIRE.
II. ALL EXTBR]oR 6ROUNP CONDUCTORS BETYL`N EQUIPMENT/GROUND BARS AND THE GROUND RING, SHALL BE #2 ANG SOLID
TIN-PLATED COPPER UNLESS OTHERNSE INDICATED.
I2. EXOTHERMIC 4ELD5 SHALL 13E USED FOR ALL GROUP CON TION5 BFLoN GRADE. CONNECTIONS TO ABOVE RAD
EXTEMOR UMTS WALL BE MADE KITH EXOTHERMIC, KIDS INHERE PRACTICAL OR WITH 2 HOLE MECHANICAL TYPE BRASS
COMOTORS NiITH 5TAINLE55 STEEL HARD4^fARE, 1NCLUDING SET %RB'6. HIGH PRE9IRE CRIMP CONNECTORS MAY ONLY BE USED
KITH HRITTEi PERMISSION FROM ATiT MARKET NATIVE.
13. EXOTHERMIG NELD5 SHALL. BE PERMITTED ON TOWERS ONLY WITH THE EXFRE55 APPROVAL OF THE TOWER MANUFACTURER OR THE
CONTRACTORS STRUCTURAL ENGINEER
14. ALL. WIRE TO WIRE CWOM CONNECTIONS TO THE INTERIOR GROUND RING SHALL BE FORMED USING HIGH FRE55 CRIMPS OR SPLIT
DOLT CONNECTOR5 MERE INDICATED IN THE DETAILS.
15. ON ROOFTOP SITES WHERE EXOTHfj;u-iIG NajP5 ARE A FIRE HAZARD COPPER COMPRE5510N GAP GQNNEGTORS MAY BE U5ED FOR
mRE TO NIKE =(HECTORS. 2 ROLE MECHANLGAL TYPE BRASS CONNECTORS WITH 5TAINLF55 5TE;rL HARDWARE, INCLUDING SET
SLFEp6 EVIL DE U5ED FOR GONtNEGTIpN TO ALL ROOFTOP STS LOUIPhtENT AND STIRIX.TURAL STEEL.
Ib. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TONER GROUND
BAR U51NG TWO HOLED MECHANICAL TYPE BRASS CONNECTORS AND 5TAIRLE59 5Ti$ HARDWARE.
11, APPROVED ANTIOXIDANT COATINGS (IE., CONDUCTIVE 6EL OR PASTE) SHALL BE U5(V ON ALL COMPRESSION AND BOLTED GROUND
CONNECTIONS.
Ie. ALL EXTERIOR GROUND CONINE'TION5 SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL,
Q
30 MANSELL CT
SUITE 103
ROSWELL, GA 30076
678-280-2325
RII!
Iq. MISCELLANEOUS ELECTRICAL AND NON$EGTRIGAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND
RING, IN ACCORDANCE WITH THE NEG.
20. BOND ALL METALLIC, OB.EGTS WITHIN 6 FT OF THE BURIED GROUND RING WITH # 2 50LID AWG TIN-PLATED COPPER GROUND
CONDUCTOR d)UND
21. GROCQNGUGTORS USED IN THE FAGILITY GgaM- AND LIGHTNING PROTECTION 5YS 15 SHALL NOT REE POUTED THPOUCHI (1I
METALLIC oB.1FGT5 THAT FORM A RING AROUND THE GONVXTOR, 9XH A5 MErALLIG CONDUITS, METAL SffPPORT CLIPS OR 5LEEVES �
THROLr VNPS 1.5 OR FLOORS. WAN IT 15 REQUIRED TO BE HOU° IN CONDUIT TO MEET LOVE R52UIREMENTS OR LOCAL CONDITIONS, ^'
MON-METALLIC. MATERIAL SUCH A5 PRIG PLASTIC CON IT 5E0a E USED. WFlE USE OF METAL GONNIT 15 UNAVOIDABLE4�F
HON -METALLIC CONDUIT PROHIBITED 13Y LOCAL CODF_Y THE GRaM CONDUCSH
TOR ALL BE BONDED To LAC.11 RID OF THE MFETAL
CONDUIT WITH L15TW PONDING FITTINGS.
22. G-RoLtV ALL RF EGUIF^4ENT INCLUUDING BUT NOT LIMITED TO COAX, DIPLEXFR9, SURGE ARRESTORS, TMA's, ANTENNAS, 4 ANTENNA
MA51`5 PER NEC AND ATdT NP -0001I -
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PROP05M
ANTENNAJRR
PROPOSED
PROP05W
PROPOSPANEL ANTENNA
PROPOSRAYGAP
GABLE 6R0UNDINAV49 STRANDED 6RENN
WEAT14FRPROOFININSULATED frYPJ
(FOR 65M COAX �6 TOR
COAXIAL GABLE
TO ANTENNA
(6SM ONLY)
EX15TINS GROUND BAR
AT BASE OF TOWER
(COAX GABLE ONLY)
EXI5T046 GROUND BAR AT
EQUIPMENT CABINET OR
OUTSIDE OF SHELTER
(COAX GABLE ONLY)
NOTES.
I. GABLE GROUND KIT AT PROP055ED ANTENNA TO BE MOUNTED
WITHIN 6' OF CONN6GTION TO ANTENNA.
2. GABLE GROUND KIT AT BASE OF TOWER TO BE MOUNTED
WITHIN 36' ABOVE WHERE THE CABLING 5END5 AWAY FROM THE
Topm
GROUNDING 5GHEMATIG FOR PANEL ANTENRA5
NOT TO SCALE
3/8' Q STAINLESS
STIP HOLT �� TY O HOLE COPPER
Kk%ER COMPRESSION TYPE
GROUND LU6
—FLAT N4514M 4 --- 02 GROUND
CONDUCTOR
GROUND BAR OR LOCK WASHER
EGUIPHW NUi
MEGHANIGAL GROUND CONNECTION
NOT TO SCALE
AS�_E TO ANTENNA
nToffRPP.DOFING KIT
7f Y GABLE 6ROUNDIN6
AMP KIT
k6 ANS STRANDED COPPER
6RGUND CONDUCTOR
GABLE TO RBS
NOTE5.
I. Do NOT INSTALL CA3LE 6ROUND KIT AT A BEND.
2. ALKAY5 DIRECT GROUND HIRE DOWN To 6ROUHO BAR
3. 6RUINVIN6 KIT ! HEATHER PROOFING KIT %HALL BE
TYPE 4 PART C AS SUPPLIED OR RECD MIDED BY
CABLE MANUFAGTURER.
GOAX GABLE GROUND KIT
NOT TO SCALE
MOUNTING BRAGf:T (D r INSULATOR
HOLD 0 ° °
o ° 0
o ° 0 ° o
° 0 0 0 0 0°° o
° EDGE GADW9D
�° 0 0 0 GONNEGTION MF)
0 COPPER BAR,
V4'x4'xL
To GROUND nON )
MANS
NOTEi L = A5 REQUIRED FOR ALL CONNECTIONS
PLUS 50% RlTURE CAPACITY.
Gf20i1 SAR DETAIL
NOT TO SCALE
DIPLEXER GROUNDING DETAIL5
NOT TO SCALE
ARRE5TOR
J --—C,ONNEGTIoN PER
MANIFAGTURERS
SPECIFICATIONS
N6 AWG STRANDED GREEN
INSU.ATED COPPER WIRE
TO GROUND BAR(TYP)
NOTE, ON OMWR SITES, INSTALL VtATHEA.PR.00FINS
AT EACH CONNECTION PER ATlT 5PWIFIGATION5
5UR6E ARRE5TOR GROUNDING DETAIL5
NOT TO SCALE
toJ
I
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a
FOR 5i$iTERti 3/8' DIA HILTI
30 MANSELL CT
KF4K BOLT 11 WITH COUPLER
SUITE 103
W
AOSIVELL, GA30076 0076
N
FOR!CBRD6EL STANDARD
SHELTER CEILING
-2325
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3/8' DIA NUTS # WASFAZS
OR ICE BRIDGE
]
2
3/8' DIA. ALL THREADED
0
ROD. CUT ROD TO
O
PI000 1-5/8'
UNI5TRUT CAJT AS�
REQUIRED LENGTH (TYPJ
REQUIRED (TYPJ
@ @
PROVIDE NUTS, d
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UNISTRVT WITH MANJFAGTURERS
SUPPLIED HARDWARE (IYP)AHG
STRANDED GREEN
ULATED COPPER WIRE
GROUND BAR (TYPJ
DIPLEXER GROUNDING DETAIL5
NOT TO SCALE
ARRE5TOR
J --—C,ONNEGTIoN PER
MANIFAGTURERS
SPECIFICATIONS
N6 AWG STRANDED GREEN
INSU.ATED COPPER WIRE
TO GROUND BAR(TYP)
NOTE, ON OMWR SITES, INSTALL VtATHEA.PR.00FINS
AT EACH CONNECTION PER ATlT 5PWIFIGATION5
5UR6E ARRE5TOR GROUNDING DETAIL5
NOT TO SCALE
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I
Lease Legal Parcel As Per Deed
0.
0.4
A tract of land lying in part of the Northeast quarter (NE %) of
Section 29, Township I North, Range 12 West, Pulaski County,
Arkansas, being more particularly described as follows.,
SET 1/2� REBAR
•
Commencing at the Southeast corner of the tract of land deeded k
w W
U
to ARMCO. Inc. as described in Record No. 89 17877 of the
-
NEW CABINET
Records of D-
ong the
South line of said tract 31.35 feet; thence North 03 degrees 20
SIGN
WATER VALVE
=
minutes 45 seconds East 5.2.83 feet to a ##5 rebar and the Point W
p
E'
of Beginning; thence North 88 degrees 5.2 minutes 10 seconds
TELEPHONE PEDESTRL
0, f 00' .200' West 50.00 feet to a ##5 rebar; thence North 01 degrees 07
thence
�•Ga R x46.
v
minutes So seconds East 50.00 feet to a #5 rebar;
t1
C74',GAS
South 88 degrees 52 minutes 10 seconds East 50.00 feet to a #5
METER
SCALE: I"=100' rebus: thence South 01 degrees 07 minutes 50 seconds West `r
25,8' LEASE LIE TO PL
WATER NEThR~�
DROP INLET GRATE
50.00 feet to the Poirot of Beginning; containing 0.057 acres,
EXISTING
HFRAME
LEASE LINE
rnore or less.
x
r7=7--,�M
WEST 60TH STREET
rr 423 75
7°45, dfj0Rp
;588053'00"E 120.00'
8' CHAIN LINK
207.0' NEW IIFR4ME TO PL
1vFW CA RINET TO PL
7nO Cl' NF. W DC POWER TO Pb
161.0 rLEASE LINE TO PL
y.20 - TDIiER FACE�� TO
FOUND f/2' REBAR
�'_N00°45' 56" W 57.54' ;w
FOUND f/2' REBAR:'
GRAVEL
PARKING
Z., X88°49' 34" E 50.0 '
1VO f ° f 0' 26" til' 50.00
$88049'34" til' 50.
X88057' 31 " W 193.46'
FOUND f/2' REBAR
s
9
-aO f ° 10' 26"E
5/8"
EXISTING HFRAMEJ
v
OWi`�,
rr, c� ty 7
�qI
wti �LON
tY�� l
EXISTING HFRAMES
LE'GE'IVIJ
SET 1/2� REBAR
•
EW HFRAME
POWER POLE-0�
-
NEW CABINET
LIGHT POLE
SIGN
WATER VALVE
=
E?
sm?ARV SmR MAK-HOLR'—+
TELEPHONE PEDESTRL
0
�•Ga R x46.
NEWABINET TO PL
FIRE HYDRANT—1
t1
C74',GAS
METER
W%
25,8' LEASE LIE TO PL
WATER NEThR~�
DROP INLET GRATE
W
STEpS
TQ FACE To PL�
HANDICAP PARKING
CONTROL POINTS
CONCRETE
CONC.
ELEVATED
EQUIP PAD
GUY WIRE ANCHOR—D
POINT OF BEGINNING ---
P.Q.S.
-NEW DC POWER
ICE BRIDGE -
50.00' Parent Parcel Legal Parcel As Per Deed
Commencing at the Southwest corner of the Northeast quarter (NE
REBAR Y. ) of the Northeast X (NE y ) of said Section 29, thence run
South 18.5 feet to a point; thence run South 88 degrees 53
minutes East 321.9 feet to a point of beginning, thence run along
a curve to the right (being the Northerly and Easterly right of way
of a 30 foot railroad) having a radius of 367.0 feet and following
a chord of North 40 degrees 30 minutes West 507.15 feet to a
point on the said Easterly right of way of a 30 foot railroad
track; thence run North 00 degrees 55 minutes Fest 57.05 feet
to a point on. the Southerly right of way of West 60th Street;
thence run, along a curve to the right having a radius of 920.0
feet and following a chord of North 77 degrees 48 minutes East
4.23.7 feet to a point on the said South right of way West 60th
Street; thence South 88 degrees 53 minutes East 120.0 feet to a
point; thence run South 01 degrees 07 rninutes West 533.5 feet to
a point on the North right of way of Chicago Rock Island and
Pacific Railroad; thence run, North 88 degrees 53 minutes West
along said right of wary 193.65 feet to the point of beginning.
= stGr4ATURX-
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�Bs�orarc.r.,i:9a
5 Otj,% H 1 FI I I 1 I 1 rL k111
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