HomeMy WebLinkAboutZ-8912 MapW
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48
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o PROPOSED 12' GATE
PROPOSED 10'-0' H-FRAME
INSTALL 200 AMP METER AND DISCONNECT
INSTALL 4-GANG METER PACK
x
I
x
X
x
x J
25' SETBACK LINE
I
x
PROPOSED FENCE
X
PROPOSED HOFFb1AN BOX--' I
� % X
NEW 4" UNDERGROUND
CONDUIT FROM HOFFMAN BOX TO
AT&T SHELTER (+/--40) (IN A
COMMON TRENCH WITH POWER)
NEW 2' UNDERGROUND ELECTRICAL CONDUIT
FROM METER TO AT&T SHELTER (+/-40) (IN
A COMMON TRENCH WITH TELCO)
POWER AND TELCO SITE PLAN
SCALE: 1'=10'-0"
PROPOSED FENCE
PROPOSED 94'—O' MONOPOLE
x
I
X
X
I
X
I
X
I
X
PROPOSED FENCE —
PROPOSED 24" WIDE ICE BRIDGE X
RE SHEET C-6
PROPOSED CPS ANTENN
RE.. SHEET C-6
PRa9M rr -3' X T8 --0-
AT&F -,!;ta W
RE %EM S- I&5-2
T —�
X— X— X— X— X— x x
NEW 3/4" RIGID CONDUIT FROM
SHELTER TO GENERATOR. (+/- 10')
(CARRIES THE LOW VOLTAGE WIRES.
TWO -WIRE START TO THE ATS AND THE
ALARM WIRES TO THE ALARM BLOCK)
A
I
x
I
x
I
x
wo
�� x
02 1 c�
x
PROPOSED FENCE I
x— x— x_ x X— x�J
NEW 2" RIGID CONDUIT FROM SHELTER TO
GENERATOR. (+/— 10') (2" CONDUIT
CARRIES THE HIGH VOLTAGE WIRES L1, L2,
NEUTRAL, GROUND, AND THE 1201240 VOLT
CIRCUIT FOR THE GENERATOR ACCESSORIES)
EXISTING RETAINING WALL
X 70' LEASE AREA
7
6
5
10/16/13
FINAL CD ISSUED
4
T018/13
REVISED TOWER/ANT HEIGHT
3
10/2,113
REVISED SITE LAYOUT
2
8/27/13
PRELIM CD ISSUED
1
8/27/13
ENLARGED SITE PLAN
CENTRAL ARKANSAS SURVEYING INC.
1 1708 AR Road
Little RocX k AR 72211 �
Phone:(501}223-0497 �+
Fax (501)-223-0496 _
E-Mail: rsa-cas@swheIInet 'Il4U
WEs WER
COMMUNICATIONS INC
4700 South Bowman Road Suite 700
Little Rods AR 72270
PH: (5011221- 093
FAX 1501) 221-8629
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REGISTERED
PROFESSIONAL
ENGINEER
, �yo
I� IQj16/13
THE INFORMATION CONTAINED IN THIS
SET OF DOCUMENTS IS PROPRIETARY
BY NATURE. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES
TO THE CLIENT IS STRICTLY PROHIBITED.
STARTDATE
8/27/13
DRAWN BY:
LMR
CHECKED BY:
RSA
SHEET TITLE
POWER AND TELCO PLAN
DRAWING NO.
IL E-1
REVISION:
5
BACK SIDE OF H-FRAME
(TYPICAL)
�� II
3' DIA PVC/ �3" DIA PVC
TO SHELTER TO UTILITY SERVICE
FRONT SIDE OF H-FRAME
INSTALL 200 AMP METER AND
(TYPICAL)
PROPOSED 10'-0' WIDE H-FRAME
PROPOSED 4—GANG METER PACK
--1-011
PROPOSED HOFFMAN BOX I %%��
(OTHER SIDE) I 0
II
I 00
ALL PIPING ABOVE GROUND
Ll
MUST BE METALUCW/GROUND
SCH 40 (USE SCH 80 UNDER II !I
ROAD BED) MIN 30` BELOW ! II
GRADE II II
FINISHED GRADE, OR GROUND
COVER MATCH SLOPE AND
THICKNESS OF EXISTING
UNDISTURBE
S0
CONDUITS FOR TL
ELECTRICAL, WHERE APPLICABLL ;
TRFIJ/'H
TIONARY TAPE
COMPACTED BACKFILL
W/ SATISFACTORY NATIVE
OR IMPORTED SOIL
COMPACTED SAND
(SEE NOTE 1)
COMPACTED SAND BED
(SEE NOTE 1)
r
a
$
10/16/13
FINAL CD ISSUED
10/B/13
REVISED TOWER/ANf HEIGHT
3
10/2,113
REVISED SITE LAYOUT
2
8/27/13
PRELIM CD ISSUED
I
8/27/13
ENLARGEDUJF PLAN
CENTRAL ARKANSAS SURVEYING INC.
T 7708 Kanis Road
f•'
Little ROCK AR 72271
Phone: 1500-2230497
a
Fax 1501496
E4Nail: rsaos@sasQsswwbHl.net11
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WEsT WER
COMMUNICATIONS 11VC
4700 South Bowman Road, Suite 700
Little Rock. AR 72210
PH: 15011 221- 093
FAX (5011221A629
NOTES.-
1. LEAN CONCRETE, RED -COLORED TOP, MAY BE USED IN
PLACE OF COMPACTED SAND_
d' 00
* CONDUIT SIZE, TYPE, QUANTITY AND SEPARADON
DIMENSION TO BE VERIFIED WITH LOCAL UTILITY COMPANY
REQUIREMENTS Lail C rA
^ Z
z Lin
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DIRECT BURY CONDUIT DETAIL ° ZUU m
SCALE: N.T.S. FW— :E OLA
LA
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BY SUB -CONTRACTOR BY SHELTER MFR AS NOTED f1i J v1
OUTLINE OF EQUIPMENT
SHELTER
UAL TRANSFER SMTC�7 SHELTER MANUFACTURER)H (BY
ELECTRICAL PANEL (BY
SHELTER MANUFACTURER)
SURGE ARRESTOR
(BY SHELTER
MANUFACTURER)
I I I
L----J L__J
200 AMP EMERGENCY
GENERATOR RECEPTACLE
1ror -r-j A, T E' j'
y�f AR� AS
I *yt*
REGISTERED
PROFESSIONAL
ENGINEER
IAA,�
IIL - 10/ 16/ 13 III
THE INFORMATION CONTAINED IN THIS
SET OF DOCUMENTS IS PROPRIETARY
BY NATURE. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES
TO THE CLIENT IS STRICTLY PROHIBITED.
START DATE: 8/27/13
�_ ------__--------1 ), l,f4 I - - - - -
f I ------- �11 4" DIA. PVC CONDUIT
DRAWN BY: LMR
_-__ —-- -__--``---__--J - - - - - - - A---------- -- -------------— SCHEDULE 40
_) 7 j CHECKED BY: RSA
- ^-
��--- ------ — ------- — ---- —�----------- ---------------- — �~~ 2" DIA CONDUIT 4' DIA. PVC CONDUIT SHEET TITLE
NEW UNDERGROUND TELEPHONE SERVICES IN
(HEAVYWALL) 90• (HEAVYWALL) 90• ELECTRICAL DETAILS INSTALL GROUND ROD SWEEPING BEND
USE LONG SWEEPS 4" DIA. PVC CONDUIT SCH 40-30" MIN. BAD_ DRAWING NO. REVISKJN:
PER LOCAL UTILITY CO. AT ALL BENDS BELOW GRADE. PROVIDE FULL LENGTH PULL E-Z S
REQUIREMENTS ROPE IN CONDUIT. VERIFY W/ LOCAL POWER RISER DIAGRAM (TYPICAL)
TELEPHONE CO. -
SCALE: N.T.S.
n_=
I'
I
I c
TOWER GROUND RING
1 �
6
2
0
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1
5
7 I
i ✓tACE UNDER CABLE ENTITY PORT
13 BONG M AND PROHDE (2)
R TMED COMP LEADS FROM
9 g INTERIOR GT aft BAR III
I_1 EXTERIOR G4QUND BAR
1 C
EXISTING SHELTER
3
10
GROUND
RING DISCONNECT J
SWITCH
GENERA TOF
SOCKEI
GROUNDING
SITE GROUNDING PLAN oe
SCALE: 1/4' a F-0'
6
I
I
I
I
I
PROPOSED j
GENERATOR JI 4
I
I
DOOR FRAME TO FENCE
GROUNDING CORNERS
SERVICE 6
ENTRANCE
GROUND ROD
PROJECT NOTES
Q TOWER GROUNDING: EXTEND /2 TINNED CU WIRE FROM BURIED GROUND RING TO NEW TOWER AND MAKE
EXOTHERMIC CONNECTION.
a2 HATCH PLATE GROUND BAR: EXTEND 12 TINNED COPPER W;RE FROM BURIED GROUND RING UP
THROUGH 112' O.D. PVC SLEEVE INTO EQUIPMENT SHELTER FOR CONNECTION TO INTERIOR HALO
GROUND RING. TYPICAL AT (4) BUILDING CORNERS
GROUNDING OF INTERNAL GROUND RING EXTEND 12 TINNED COPPER WIRE FROM BURIED GROUND
RING THROUGH 1/2" O.D. PVC SLEEVE INTO £OUIPMENT SHELTER FOR CONNECTON TO INTERIOR
HALO GROUND RINGS TYPICAL AT (4) BUILDING CORNERS
40 GROUND ROD: COPPER CLAD STEEL, 5/8" 0_D. TEN (10) FEET LONG.
O5 ICE BRIDGE SUPPORT POST GROUNDING EXTEND 12 TTNNEO COPPER WIRE FROM BURIED GROUND
RING TO ALL ICE BRIDGE SUPPOST POSTS AND EX07HERMICALL Y W£LO
�6 FENCE GROUNDING: IF FENCE IS WITHIN 6' OF GROUNDING RING, EXTEND #2 77NNED COPPER WIRE
FROM BURIED GROUND RING TO FENCE CORNERS AND EXOTHERMICALLY WELD. BOND
INTERMEDIATE POST IF REQUIRED TO MAINTAIN 25' SPACING.
HVAC GROUNDING. EXTEND 12 77NNED COPPER WIRE FROM BURIED GROUND RING TO THE HVAC UNIT AND
MAKE A MECANICAL CONNECTION.
�8 TOWER GROUNDING BAR: EXTEND 12 TINNED COPPER WIRE FROM BURIED GROUND RING UP TO THE TOWER
GROUND BAR AND MAKE A MECHANICAL CONNECTION SECURE GROUND BAR DIRECTLY TO THE TOWER WITH
STAINLESS STEEL MOUNTING MATERIAL
O9 CELL REFERENCE GROUND BAR; EXTEND A2 nNNED COPPER WIRE FROM BURIED GROUND RING UP TO THE
CELL REFERENCE GROUND BAR (INSIDE SHELTER) AND MAKE A MECHANICAL CONNECTION.
10 7ELCO GROUNDING BAR- EXTEND 42 TINNED COPPER WERE FROM BURIED GROUND RING UP TO
TELCO AROUND BAR (INSIDE SHELTER) AND MAKE A MECHANICAL CONNECTION.
11 ANTENNA GROUND BAR.. MOUNT GROUND BAR DIRECTLY TO TOWER AT TOP OF COAX RUNS. SECURE TO
TOWER WITH STAINLESS STEEL MOUNTING MATERIAL
12 GA7E WOUNDINGEXTEND #2 TINNED COPPER WIRE FROM BURIED GROUND RING TO GATE POSTS AND
EXOTHERMICALLY WELD.
13 OR GFCI RECEPTACLE GROUNDING: EXTEND 42 TINNED COPPER WIRE FROM BURIED GROUND RING TO
THE EXTERIOR GFCF RECEPTACLE AND MAKE A MEC ffiCAL CONNECTION.
ALL SITE GROUNDING TO BE IN ACCORDANCE
WITH ""AT&T MOBILITY GROUNDING STANDARD"
NETWORK DOCUMENT ND-00071 REV. 20
OB127107
NOTE
1. ALL GROUNDING PER STATE AND LOCAL CODES.
2. ALL GROUNDING PER AT&T SPECIFlCATIONS
7
6
5 I 10/16/13 FINAL CD ISSUED
q 10/B/13 REVISED TOWEWANT HEIGHT
3 10/2/13 REVISED SITE LAYOUT
2 B/27113 PRELIM CD ISSUED
I q/27/13 ENLARGED SITE PLAN
CENTRAL ARKANSAS SURVEYING INC.
1 1708 Kanis Roaa
UIIIe Rock, AR 72211
Phone(501h223-0497 V
Fax 150112230496
E-Mail: rsa�s@swtlrJlnet V G
�,GSr
WEsT WER
COMMUNICATIONS INC
4700 South Bowman Road Suite 700
Little Rock, AR 72210
PH: - 0 1501) 22193
FAX: 1501) 221-8629
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THE INFORMATION CONTAINED IN THIS
SET OF DOCUMENTS LS PROPRIETARY
BY NATURE. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES
TO THE CLIENT IS STRICTLY PROHIBITED.
START DATE
8/27/13
DRAWN BY:
LMR
CHECKED BY.
RSA
SHEETTRLE
GROUNDING PLAN
DRAWING NO.
G R- I I
REVISION:
5
SERVICE ENTRANCE
RACEWAY (TOP OR
BOTTOM FEED)
GROUNDED (NEUTRAL)
ENTRANCE CONDUCTOR
HARGER 18" DIA. GROUND
NEUTRAL BUS ------\
NOTE.- BOND NEUTRAL
AND GROUND BUS AT
SERVICE DISCONNECT
IF BOLTED HUB OR SELF
BONDING HUB IS USED BOND
JUMPER IS NOT REQUIRED
(TYRCAL)
i
I
METER
i
}
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1
LABEL METER
(AT&T) _/
METER SOCKET AND MAIN
DISCONNECT ENCLOSURE
SHALL BE NEMA 3R
200A MAIN BREAKER
SERVICE DISCONNECT
GROUND BUS
TO ELECTRICAL SERVICE
GROUND ROD
SERVICE ENTRANCE GROUNDING
(j)SCALE: N.T.S.
GROUNDING ROD W/ACCESS
SCALE: N.T.S.
6
5
T0/16/13
FINAL CD ISSUED
4
10/8/13
REVISED TOWER/ANT HEIGH!
3
10/VI3
REVISED SITE LAYOUT
2
B/27/13
PRELIM CA ISSSUED
I
6/27/13
IENLARGED SITE PLAN
CENTRAL ARKANSAS SURVEYING INC.
1 1708 Kanis Road
Little Rock AR 72211 S
Phone: I50 If223-0497n
Fax I501)-223-0496
EaNail: rsa-ras@swbellnet �-
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WES QT WElZi
COMMUNICAVONS INC
47GO South Bowman Road Suite 700
little Rock, AR 72210
PH: (501I221-6093
FAX, (5011221436629
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10/ 16/ 13
THE INFORMATION CONTAINED IN THIS
SET OF DOCUMENTS IS PROPRIETARY
BY NATURE. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES
TO THE CLIENT IS STRICTLY PROHIBITED.
START DATE
8/27/13
DRAWN BY:
LMR
CHECKED BY:
RSA
EET TIRE
GROUNDING DETAILS
F
DRAWING NO. GR-Z
F7!
(TYPETA)
ROUND '
RING
HVAC GROUNDING
SCALE: N.T.S.
N07ES
GROUND ROD, HARDER 5810 OR EQUAL 518" &s. X 10'-0"
LONG, MIN CON7RACTOR SHALL WRfFY WITH OWNER
SPECIFICATION FOR MINIMUM SIZE OF GROUND ROD TO BE
INSTALLED
GROUND RODS SHALL HAVE A MAXIMUM SPACING TWICE THE
LENGTH OF ROD
GROUND RODS MAY BE..
—COPPER CLAD STEEL
—SOLID COPPER
SEE RESISTIVITY REPORT FOR VERIFICATION AS AVAILABLE
GROUND RODS INSTALLED WITHIN CLOSE PROXIMITY TO TOWER
OR WHEN SOIL IS AT OR BELOW 2, 000 OHM —CM, SHALL BE
GALVANIZED TO PREVENT GALVANIC CORROSION OF TOWER, (SEE
AN5111A—EIA--222—F)
NO7E
A LARGER CONDUCTOR SHALL BE REOUIRED IN AREAS HIGHLY
PRONE TO LIGHTNING AND/OR AREAS WITH HIGHLY ACIDIC SOIL
1
EXOTHERMIC WELD
1
2 BARE TINNED SOLID OR LARGER GROUND RING PER NFPA 70, ARTICLE 250-66
1
1
1
1
ANGLE
EXCEEXCEED GROUND5*ROD SHALL
NOT
GROUND ROD
SCALE: N.T.S. L
7
G
S
10/16/13
FINAL CD ISSUED
4
10/B/13
REVISED TOWER/ANTHEIGHT
3
10/2,/13
REVISED SITE LAYOUT
2
Ql17/13
PRELIM CD ISSUED
1
B/27/13
ENLARGED SITE PLAN
CENTRAL ARKANSAS SURVEYING INC.
11708 K Road {.
Little efts ROUc AR AR 72211
Phone; (501 F223-0497 U -
Fa)c 223-0496
E-vlail: rsarsa ca�s@swbdl.net
WFs v ER
COMMUNICATIONS INC
4700 South Bowman Road, Suite 700
UMe Rock AR 72210
PH: 15011 221{093
FAX- 15011221-6629
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I 10/1§/13JII
THE INFORMATION CONTAINED IN THIS
SET OF DOCUMENTS IS PROPRIETARY
BY NATURE. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES
TO THE CLIENT IS STRICTLY PROHIBITED.
START DATE 8/27/13
DRAWN BY:
LMR
CHECKED BY:
RSA
SHEET TITLE
GROUNDING DETAILS
DRAWING NO.
G f2-3
REVISKJN:
5
ROOF
I
ICE BRIDGEUSE SAFETY GRATED WAVEGUIDE BRIDGE
TOWER
I
I
I
I
CELLULAR CABLE
I
SLOPE 1710'-0'
HATCHPLATE
ENTRY PANEL
NOTE PROVIDE
I
GROUND KIT
6' BEFORE TURN
�
y
GROUND BAR
1
TOWER GROUND BAR
♦\
ANTENNA
SHEL TER
1
1
y
ICE BRIDGE
SUPPORT
\
CABLES
I
(
MECHANICAL
#2 COPPER TINNED
\\
CONNECTION
GROUND WIRE
i
I
BOND TO ICE
BRIDGE SUPPORT
4
2 HOLES LUG'
I GROUND ROD
Iow
GROUND CONDUCTOR (X3) Ej
I
FINISHED GRADE
l
1
I
I
1/ 4' X 4" X 20'
TOWER GROUND RING
I
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j
COPPER GROUND BAR
0 0 0 0 0 0 0
o 0 0 0 0
----
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K y
I
0
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TWO HOLE CONNECTION
r
WITH 12 AWG SOLID BARE
GROUND ROD
I
I
�Ij-
I
EXOTHERMIC WELD
CONNECTION (TYP)
TINNED COPPER (TYP)
I
i
EXTERIOR GROUND RING
j
I
GROUND TO I
(TIE INTO TOWER GROUND RING)
GROUND RING I
(12 AWG SOLID TINNED
I
I
I
COPPER WIRE)
I
GROUND ROD
ICE BRIDGE AND
ANTENNA CABLE DETAIL 1
SCALE: N.T.S.
EXTERIOR HATCH PLATE
GROUNDING AT BUILDING
SCALE: N.T.S.
7
a
5
10(16/13
I FINAL CD ISSUED
4
10/8/13
REVISED TOWER/ANT HEIGHT
3
10/2/13
REVISED SITE LAYOUT
2
B/27/I3
PRELIM CD ISSUED
I
8/27/13
ENLARGED SITE PLAN I
CENTRAL ARKANSAS SURVEYING INC
11708 Kanis Road
Little Rock AR 72211 *,Z�
Phone:(501 F2230497Fax (501(2230496
EfAa,1: '.
IL
WESTOWER
COMMUNICATIONS INC
4700 South Bowman Road, Suite 700
Little Rock AR 72210
PH: (501I 2ZI- 093
FAX 15011221-8629
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ARIAS
REGISTERED
PROFESSIONAL
ENGINEER
o•
10/16/13
THE INFORMATION CONTAINED IN THIS
SET OF DOCUMENTS IS PROPRIETARY
BY NATURE. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES
TO THE CLIENT IS STRICTLY PROHIBITED.
START DATE
8/21/ 13
DRAWN BY:
LMR
CHECKED BY:
RSA
SHEET TITLE
GROUNDING DETAILS
DRAWING NO.
G R-4
REVISION:
5 J
GRAVEL FILL
NOTE:
ALL EDGES TO BE 3/4' CHAMFERED.
SHELTER FOUNDATION PLAN �
SCALE: N.T.S.
BUILDING FOUNDATION
SCALE: N.T.S.
24'-8"
71E DOWN PLATE
(4 TYP.)
44 ® 12" O.C.
GENERAL NOTES:
I. THE SUBCONTRACTOR SHALL VERIFY ALL EXISTING TOPOGRAPHY AND HORIZONTAL GEOMETRY AS
INDICATED ON THESE DRAWINGS. THE CONTRACTOR IS TO ESTABLISH THE EXISTING LOCATION OF ALL
UNDERGROUND AND OVERHEAD U71LI71ES AND SERVICES IMMEDIATELY NOTIFY THE CONSTRUCTION
MANAGER OF ANY DISCREPANCIES OR INIERFERE14CE WHICH AFFECT THE WORK UNDER THIS
CONTRACT.
2. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES CODES, AND REGULATIONS,
INCLUDING OSHA, NEC.AND ANSI/17AI'RA-222.
J. FLAGGERS SHALL BE REQUIRED AS NEEDED IN RIGHT OF WAYS
4. THE SUBCONTRACTOR IS COMPLETELY RESPONSIBLE FOR CONTAINMENT OF SEDIMENT AND CONTROL
OF EROSION ON SITE ANY DAMAGE TO ADJACENT OR DOWNSTREAM PROPERTIES WILL BE CORRECTED
BY THE CONTRACTOR AT NO ADDITONAL COST TO THE OWNER.
5. THE SUBCONTRACTOR IS TO MAINTAIN ADEQUATE DRAINAGE AT ALL TIMES. DO NOT ALLOW WATER
TO STAND OR POND_ ANY DAMAGE TO STRUCTURES OR WORK ON THE SITE CAUSED BY INADECUATE
MAINTENANCE OF DRAINAGE PROVISIONS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND ANY
COST ASSOCIATED W17H THE REPAIRS FOR SUCH DAMAGE WILL BE AT THE CONTRACTOR'S EXPENSE.
6. ALL WASTE MATERIAL SHALL BE PROPERLY DISPOSED OF OFF -SITE OR AS DIRECTED BY THE
CONSTRUCTION MANAGER AND IN ACCORDANCE WITH JURISDICTIONAL AUTHOR171ES.
7 SUBCONTRACTOR IS TO MAINTAIN 20 FT. HORIZONTAL CLEARANCE FROM THE CENTERLINE OF
EXISTING POWER LINES OR AS REQUESTED BY THE POWER COMPANY.
8. SEED AND MULCH ALL DISTURBED AREAS NOT COVERED BY 07HER MATERIALS IN ACCORDANCE
K17H LOCAL SPECIFICATIONS
9. ANY PROPERTY DAMAGE CAUSED BY THE SUBCONTRACTOR OR HIS OPERATIONS SHALL BE
REPAIRED AND/OR RESTORED TO THE SATISFACTION OF THE PROPERTY OWNER(S) AND THE
CONS7RUC710N MANAGER AT NO ADDITIONAL COST TO THE OWNER.
10. THE SUBCONTRACTOR IS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS SHALL
NOT EXCUSE THE SUBCONTRACTOR FROM COMPLETING THE WORK IN ACCORDANCE WITH THE INTENT
OF THE DRAWINGS SO AS 70 RESULT IN A SYSTEM THAT FUNCTIONS FULLY AS INTENDED BY THE
DRAWINGS.
11. ALL CONCRETE MUST BE 5000 PSI RATED. A BREAK TEST MUST BE PERFORMED AT 7 DAYS, 14
DAYS AND 21 DAYS, AND PAPERWORK SUMITTED TO GOODMAN NETWORK ON ALL POURS.
BLDG WALL
2" FLAT WASHER
1'x2" UNC BOLT
(1 PER/PLATE)
71E DOWN BRACKET
SUPPLIED BY SHELTER
MANUFACTURER
3/4"x7" CONCRETE
ANCHOR (2 PER/PLATE)
2' FLAT WASHER
FOUNDATION GENERAL NOIES:
1. THE SITE SHALL BE STRIPPED OF ALL VEGETATION PRIOR TO
FILL OR CONSTRUCTION OF THE FOUNDATION PAD.
2. ALL FILL SAND SHALL BE 0-15 P.I. 117H A COMPACTION TEST
RUN ON EACH 6' LIFT COMPACTED TO 909 MODIFIED PROCTOR.
J. ANY SOFT AREAS (TREE STUMP HOLES, ETC.) SHALL BE CUT
OUT AND RECOMPACTED 70 SAID PROCTOR.
4. THE CONTRACTOR SHALL KEEP THE SITE SO IT WILL HAVE POSITIVE DRAINAGE AT ALL TIMES.
5. ALL EXCAVATIONS SHALL BE FREE OF WATER MUD. AND LOOSE
DIRT BEFORE POURING CONCRETE.
BLDG./FDN ATTACHMENT DETAIL 3
SCALE: N.T.S.
71
s
S
IO/16/13
FINAL CD ISSUED
4
10/8/13
1 REVISED TOWER/ANT HEIGHT
3
I012J 13
REVISED SITELAYOUT
2
f W7/13
PRELIM CD ISSUED
I
f 8/27/13
ENLARGED SITE PLAN
CENTRAL ARKANSAS SURVEYING INC.
11708 Kanis Road
Little Rock AR 722 11
Phone: (SOT )--2230497 t' -
Fa. 1501 223,0496 _
HNail: ma�as@swbellnet
WEsTv WER
COMMUNICATIONS INC
4700 South Bowman Road Sulam 700
Little Rods, AR 72210
PH: (501) 221-6093
FAX (50I) 221-8629
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PROFESSIONAL
ENGINEER
II! IE16/13 III
THE INFORMATION CONTAINED IN THIS
SET OF DOCUMENTS IS PROPRIETARY
BY NATURE. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES
TO THE CUENT IS STRICTLY PROHIBITED.
START DATE:
8/27/13
DRAWN BY:
LMR
CHECKED BY:
RSA
F�HE—
C��MPOUND DETAILS
DRAWING NO.
S-1
REVISION:
5
(11'-11" [143"])
(3") (11'-5" [137']) (3")
v
i
CKT
16
o�
2"
SERVICE
ENTRY 1
L
11
A
(3")
(57-4")
56Y2" -
(11'-11" [143"])
(11'-5" [137"])
-I (21h") I-
WAVEGUIDE
LOCATION "Cl'
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HVAC #2 I I HVAC # 1
�CKTS 6.8 � CKTS 2.4 I I
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cl<T. 'M_ I j W 1.1
AIMIM-11
(36") (45„)
EQUIPMENT SHELTER ELEVATION�
SCALE: N.T.S.
1" PVC SCH 40 GROUNDING
PENETRATION CAST AT 45'
EQUIPMENT SHELTER ELEVATION
SCALE: N.T.S.
NOTE.
GROUND BAR AND CANOPY ARE SHIPPED
LOOSE WITH THE SHELTER (INSTALLED BY GC)
(3")
7
FINAL CD ISSUED
REVISE DTOWER/ANTHEIGHT
LTOO/16/T3
REVISED SITE LAYOUT
PRELIM CD ISSUED
ENLARGED SITE PLAN
CENTRAL ARKANSAS SURVEYING INC.
117o8k. AR Road
7221
Little ROUc, AR 72211
Phone: 1501 f2230497
Fas 15011-2230496
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WES DWER,
COMMUNICATIONS WC
4700 South Bowman Road Suite 700
Little Rock, AR 72210
PH: 1501) 221-6093
FAX (5011221-8629
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THE INFORMATION CONTAINED IN THIS
SET OF DOCUMENTS IS PROPRIETARY
BY NATURE. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES
TO THE CLIENT IS STRICTLY PROHIBITED.
START DATE 8/27/13
DRAWN BY: LMR
CHECKED BY: RSA
SHEET TITLE
SHELTER ELEVATIONS
DRAWING NO. REVISION.
JIL S-Z 5
3" —
(141g")
LO
e
a
(117fi")
N
(21h")
(26'-B%- [318%-] SHIPPING DIMENSION)
(16'-6" [1981)
(16'-0" [192"1)
WAVEGUIDE
LOCATION "131"
REMOVE
FOR SHIPPING
TELCO
ENTRY
1" PVC SCH 40 GROUNDING
PENETRATION CAST AT 457
I
❑ a ❑
1
(10" TYP) IL(8- TYP)
(100" TYP) -
8'-8" [104"]
(16'—Q" [192"])
(3")
(101s") (21X")
87/8
0
(3")
(8"TYP) (8" TYP)� (10" TYP)
(100" TYP)
(8'-8" [104"])
(16'-6" [198"1)
(16'-0" [192"1)
WAVEGUIDE WAVEGUIDE
LOCATION "D2" LOCATION "D1"
(2 %-)
AGGREGATE FINISH TYPICAL
ALL WALLS
^ 1' PVC SCH 4-0
t v ROUNDING PENETRATION '.Y. ' i '" v J = •s = +,f
N AST AT 45'
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(16)2")
(8" TYP)
(1 Oh")
(8") -
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(10ya")
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NOTE
GROUND BAR AND CANOPY ARE SHIPPED
LOOSE WITH THE SHELTER (INSTALLED BY GC)
EQUIPMENT SHELTER ELEVATION
SCALE: N.T.S.
EQUIPMENT SHELTER ELEVATION - "D"
SCALE: N.T.S.
7
a
IO/I6/13
FINAL CO ISSUED
4
10/8/13
REVISED TOWER/ANf HEIGHT
3
102/13
REVISED SITE IAYOUT
2
8/27/13
PRELIM CO allED
T
j 8/27/13
ENLARGED SITE PLAN
CENTRAL ARKANSAS SURVEYING INC.
1 1708 Kanis RoaA
`i<'
Little ROCK AR 722 T 1
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Phone: (501 h2230497
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Fax (501)223-0496
E-Mailrsa-os@SwbeJl.net
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COMMUNICATIONS INC
4700 South Bowman Road Suite 700
little Rock, AR 72210
PH: (501) 221-6093
FAX: 15071 221-8629
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10 16 13
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THE INFORMATION CONTAINED IN THIS
SET OF DOCUMENTS IS PROPRIETARY
BY NATURE. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES
TO THE CLIENT IS STRICTLY PROHIBITED -
START DATE 8/27/13 f
DRAWN BY: LMR
CHECKED BY: RSA
SHEET TITLE
SHELTER ELEVATIONS
DRAWING NO. REVISION
S 5
at&t Plumbing Diagram
850 1900 890 Iwo
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UMTS LTI
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SECTOR "A"
SCALE: N.T.S.
at&t Plumbing Diagram at&t Plumbing Diagram
850 1800 850 1800 AIDIIVYCt -rfS .,,.y 850 IBM 860
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UMTS LTE
(E111; 6681 w 2xDUW CaaeadoM (Ellh, 8601 w 2YDUL)
SECTOR "B"
SCALE: N.T.S.
UMTS LTE
(Edt; 6601 w 2xDUW Cascaded) (ENh, SWI w 2,DUL)
SECTOR "C" 3
SCALE: N.TS.
r' I
7
5�
5
10/16/13
FINAL CD ISSUED
4
10/q/13
REVISED TOWER/ANT HEIGHT
3
10/2/13
REVISED SITE LAYOUT
2
8/27113
PRELIM CD ISSUED
1
8/27/13
1 ENLARGED SITE PLAN
CENTRAL ARKANSAS SURVEYING INC.
1eRo (.AR M221
Little Rock AR 72Z I I
Phone., (50 1 ),2230497 4+ -
Fam (501)-2230496
E- Mail: rsaos@sw lnet 'f�
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THE INFORMATION CONTAINED IN THIS
SET OF DOCUMENTS IS PROPRIETARY
BY NATURE. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES
TO THE CLIENT IS STRICTLY PROHIBITED.
START DATE B/27/13
DRAWN BY.' LMR
CHECKED BY: RSA
SHEET TITLE
SECTORS A/ B/ C
DRAWING NO.
RF-1
REVISION:
5
Alpha
Antenna 1 Antenna 2 Antenna 3 Antenna 4
Radiation Height
90 ft
Azimuth
0°
Antenna Model
SBNH-1Dii565C
SBNH-1D6565C
KRC 118 048/1
KRC 118 04811
Manufacturer
f Andrew
Andrew
Ericsson
Ericsson
Dimensions
#NIA
#NIA
#N1A
#NIA
TMA Vendor/Model
None
None
None
None
# of TMAs
NIA
N/A
NIA
NIA
Feedline Type
Fiber
Fiber
Fiber
Fiber
# of Feedlines
Feedline Size
RRH Model
RRUS-11
RRUS-11
RRUS-11
RRUS-11
RRH Qty
1
2
1
1
6
5 10/16/13 FINAL CD ISSUED
4 10/8/13 REVISED TOWEI{/ANT HEIGHT
3 10/2/13 REVISEDSITEIAYOUT
i B/27113 PRELIM CD 6SUED
I 8/27/13 ENLARGED SITE PVIN
CENTRAL ARKANSAS SURVEYING INC.
11708 Kan
A Road
Lit11 Rock nR 7221 I
Phone:(501 f2230497
Fax (501)-2230496
E-Ma)l: rs s@Swbell.net �C .
WEB DT WER -
COMMUNICATIQNS INC
4700 South Bowman Road Suite 700
Little Rork, AR 72210
PH: (501) 227-6M
FAX 15011 221-8629
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10 16 13
THE INFORMATION CONTAINED IN THIS
SET OF DOCUMENTS IS PROPRIETARY
BY NATURE. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES
TO THE CLIENT IS STRICTLY PROHIBITED.
ANTENNA INFORMATION CHART
Beta
Antenna 1 Antenna 2 Antenna 3 Antenna 4
Radiation Height
j 90 ft
Azimuth
120°
Antenna Model
SBNH-1D6565C
SBNH-1D6565C
KRC 118 04811
KRC 118 048l1
Manufacturer
Andrew
Andrew
Ericsson
Ericsson
Dimensions
#NIA
#NIA
#NIA
#NIA
TMA Vendor/Model
None
None
None
None
# of TMAs
NIA
NIA
NIA
N/A
Feedline Type
Fiber
Fiber
Fiber
Fiber
# of Feedlines
Feedline Size
RRH Model
RRUS-11
RRUS-11
RRUS-11
RRUS-11
RRH Qty
1
2
1
1
Gamma
Antenna 1 Antenna 2 Antenna 3 Antenna 4
Radiation Height
90 ft
Azimuth
240°
Antenna Model
SBNH-1Dii565C
SBNH-iD6565C
KRC 118 04811
KRC 118 04811
Manufacturer
Andrew
Andrew
Ericsson
Ericsson
Dimensions
#NIA
#N!A
#NIA
#NIA
TMA Vendor/Model
None
None
None
None
# of TMAs
NIA
NIA
N/A
NIA
Feedline Type
Fiber
Fiber
Fiber
Fiber
# of Feedlines
Feedline Size
RRH Model
RRUS-11
RRUS-11
RRUS-11
RRUS-11
RRH Qty
1
2
1
1
START DATE B/27/13
DRAWN BY:
LMR
CHECKED BY.
RSA
SHEET TITLE j
RFDS jll
DRAWING NO.
,� F-Z
REV ON.
5
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DRIVE TO DIRECTIONS
FROM TRAVELLING EAST ALONG INTERSTATE 630 IN LITTLE ROCK, ARKANSAS, TAKE
EXIT 3B TOWARD CEDAR ST / PINE ST. MERGE ONTO WEST 8TH STREET AND HEAD
EAST FOR 160 FEET TURN RIGHT ONTO SOUTH CEDAR STREET AND HEAD SOUTH FOR
0.8 MILES. TURN LEFT ONTO WEST 21ST STREET AND TAKE THE FIRST LEFT ONTO
SOUTH PINE STREET AND HEAD NORTH FOR 230 FEET TO SITE ACCESS ON RIGHT
QDCALL
BEFORE YOU DIG
1-800-482-8998
ARKANSAS ONE CALL
III CULL 3 WORKING DAYS BEFORE YOU DIG! 11
]rib IWER TM
COMMUNICATIONS
�mw&MVHOVPIMIN
AR 1498
SOUTH PINE STREET
LITTLI= ROCK, AR 72204
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CUSTOMER/APPLICANT:
WESTOWER COMMUNICATIONS, INC.
4700 SOUTH BOWMAN ROAD, SUITE 700
LITTLE ROCK, AR 72210
SITE ACQUISITION
PH. (501) 221-6093
ENGINEER/SURVEYOR:
CENTRAL ARKANSAS SURVEYING, INC
11708 KANIS ROAD
LITTLE ROCK, ARKANSAS 72211
CONTACT RANDY ALBERIUS
PH-- (501) 223-0497
FAX: (501) 223-0496
LANDLORD:
ADAM'S CHAPEL CHURCH
PULASKI COUNT'
PLOT DATE: 10/ 16/ 13
PROPOSED 94'-0' MONOPOLE
LAT.' 34'4358.41 " N
LONG. 92'19'0121"W
AMSL 310.76'
ELECTRIC PROVIDER:
EN TERGY
(800) ENTERGY
CUSTOMER SERVICE
TELEPHONE PROVIDER:
AT&T
(800) 499-7928
CUSTOMER SERVICE
AREA OF LEASE SITE:
70' X 60'
A.D.A. REQUIREMENTS:
FACILITY IS UNMANNED AND IS NOT
FOR HUMAN HABITATION.
OCCUPANCY TYPE:
UNMANNED
C , IVED
JAN 17 2014
BY:
SITE PHOTO
F
REVISIONS
7
b
5
10/16/13
FINAL CD ISSUED
41
10/8/13
REVISED TOWER & ANTENNNA HEIGHT
3
10/2/13
REVISED SITE LAYOUT
21
8/27/13
1 PRELIM CD ISSUED
.11
I127/ 13
ENLARGED SITE PLAN
SHEET INDEX
SP-1
SPECIFICATIONS
SP-2
SPECIFICATIONS
C-1
SITE SURVEY
C-2
OVERALL SITE PLAN
C-3
ENLARGED SITE PLAN
C-4
ELEVATION & AZIMUTH PLAN
C-5
EQUIPMENT DETAILS
C-6
ICE BRIDGE DETAILS
C-7
SIGNAGE DETAILS
E-1
POWER & TELCO SITE PLAN
E-2
ELECTRICAL DETAILS
GR-1
GROUNDING PLAN
GR-2
GROUNDING DETAILS
GR-3
GROUNDING DETAILS
GR-4
GROUNDING DETAILS
S-1
COMPUND DETAILS
S-2
SHELTER ELEVATIONS
S-3
SHELTER ELEVATIONS
RF-1
SECTORS A & 8 & C
RF-2
RDFS
SITE WORK GENERAL NOTES
1, THE SUBCONTRACTOR 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 PR07ECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION
OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHALL BE
USED BY 714E SUBCONTRACTOR WHEN EXCABVA71NG OR DRILLING PIERS AROUND OR NEAR UTILITIES.
SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT
NOT BE LIMI7ED TO A) FALL PR07EC71ON B) CONFINED SPACE C)ELECTRICAL SAFETY D) TRENCHING
AND EXCAVATION.
3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS.
4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED
FROM THE SITE AND DISPOSED OF LEGALLY.
5. ALL EXISTING INAC77VE SEWER, WATER GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH
THE EXECUTION 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 U77LI71ES.
6. 714E SUBCONTRACTOR SHALL PROVIDE S17E SIGNAGE IN ACCORDANCE WITH THE TECHNICAL
SPECIFICATION FOR S17F SIGNAGE AS PER AT&T STANDARDS N60034.
7 THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT
AND TOWER AREAS.
8. 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.
9. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT UP TO A SM007H UNIFORM GRADE PRIOR TO
FINISHED SURFACE APPLICATION.
10, THE AREAS OF 774E OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER,
EQUIPMENT, OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT
EROSION AS SPECIFIED ON THE PROJECT SPECIFICATIONS.
11. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION
CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE
LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL
CONCRETE AND REINFORCING 51EEL NOTES:
1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI AT 7, 14 & 28 DAYS.
2. A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED
OTHERWISE, IN ACCORDANCE K17H ACI 301 SECTION 4.2.4.
MASONRY N01ES:
1. CONCRETE MASONRY SHALL BE LAID IN RUNNING (COMMON) BOND.
2. WALL SHALL RECEIVE TEMPORARY BRACING. TEMPORARY BRACING SHALL NOT BE REMOVED UNTIL
GROUT IS FULLY CURED.
GENERAL NOTES
1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS APPLY -
CONTRACTOR - GOODMAN NETWORKS
SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION)
OWNER - AT&T
OEM - ORIGINAL EQUIPMENT MANUFACTURER
2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT 774E CELL SITE TO
FAMILIARIZE WITH THE EXACT 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 CONTRACTOR.
J. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE
CODES, REGULATIONS AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES
AND APPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY
PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL
COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL
JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS.
3. DRAWINGS PROVIDED HERE ARE NOT TO SCALE AND ARE INTENDED TO SHOW OUTLINE ONLY.
4. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE
5. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE
SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE
CONTRACTOR.
6. THE SUBCONTRACTOR SHALL PROJECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING
AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE
SATISFACTION OF OWNER.
GENERAL NOTES - CONTINUED)
7. SUBCONTRACTOR 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 DESIGNATED LOCATION.
B. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION.
9. CONSTRUCTION SHALL COMPLY WITH SPECIFICA7ION 24782-000-AOOZ-00002 "GENERAL
CONSTRUCTION SERVICES FOR CONSTRUCTION OF AT&T GSM SITES"
ELECTRICAL _INSTALLATION NOTES
1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICA710NS, NEC
AND ALL APPLICABLE LOCAL CODES.
2. CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO
EQUIPMENT IS NOT BLOCKED.
J. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF
THE NEC.
4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE
NEC.
5 CABLES SHALL NOT BE ROUTED THROUGH LADDER -STYLE CABLE TRAY RUNGS
6. EACH END OF EVERY POWER, POWER PHASE CONDUCTOR (LE.HOTS), GROUNDING AND T1 CONDUCTOR
AND CABLE SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2"
PLASTIC ELECTRICAL TAPE WITH UV PR07ECTION OR EQUAL) THE IDENTIFICATION METHOD SHALL
CONFORM TO NEC AND OSHA.
7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED W17H PLASTIC TAPE PER COLOR SCHEDULE.
ALL EQUIPMENT SHALL BE LABELED R17H THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE
CONFIGURATION, POWER OR AMPACITY RA71NG AND BRANCH CIRCUIT ID NUMBERS O.E. PANEL BOARD
AND CIRCUIT IDS).
8. PANEL BOARDS (ID NUMBERS) AND INTERNAL CIRCUIT EREAKERS (CIRCUIT ID NUMBERS) SHALL BE
CLEARLY LABELED WITH PLASTIC LABELS
9. ALL TIE -WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TO REMOVE SHARP EDGES.
10. POWER, CONTROL AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR
(114 AWG OR LARGER), 60OV, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE
RATED FOR 90 DEC. C (WET & DRY) OPERATION LISTED OR LABELED FOR THE LOCATION AND
RACEWAY SYSTEM USED UNLESS OTHERWISE SPECIFIED
11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (16 AWG
OR LARGER), 600V, OIL RESISTANT THHN OR THWN-Z CLASS B STRANDED COPPER CABLE RATED FOR
90 DEC C (WET & DRY) OPERATION LISTED OR LABELED FOR THE LOCATION AND RACE SYSTEM USED
UNLESS OTHERWISE SPECIFIED.
12. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI -CONDUCTOR, TYPE TC
CABLE (114 AWG OR LARGER), 60OV, OIL RESISTANT 7HHN OR THWN-2, CLASS B STRANDED COPPER
CABLE RATED FOR 90 DEG C (WET & DRY) OPERATION WITH OUTER JACKET LISTED OR LABELED FOR
THE LOCATION AND RACE SYSTEM USED UNLESS OTHERWISE SPECIFIED.
13 ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP -STYLE, COMPRESSION WIRE LUGS AND WIRE
NUTS BY THOMAS AND BETTS (OR EQUAL), LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION AT
NO LESS THAN 75 DEG C (90 DEG C IF AVAILABLE).
14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH
NEMA, UL, ANSI/IEEE AND NEC.
15. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NON-METALLIC CONDUIT (LE. RIGID PVC SHEDULE 40 OR
RIGID PVC SHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED
INDOOR LOCATIONS.
16. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NON-METALLIC TUBING, OR RIGID NON-METALLIC
CONDUIT (RIGID PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS
17. GALVANIZED STEEL INTERMEDIATE GRADE METALLIC CONDUIT (IMC) SHALL BE USED FOR OUTDOOR
LOCATIONS ABOVE GRADE
18. RIGID NON-METALLIC 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.
19. LIQUID -TIGHT FLEXIBLE METAL CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS
WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED.
20. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE
LOCATION USED. SET SCREW FITTINGS ARE NOT ACCEPTABLE
21. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA,
UL, ANSI/IEEE AND NEC.
22. WIREWAYS SHALL BE EPDXY -COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN
DOWNWARDS. SHALL BE PANDUIT TYPE E (OR EQUAL), AND RATED NEMA 1 (OR BETTER).
23 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 3 (OR BETTER) OUTDOORS.
24. 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 I (OR BETTER)
INDOORS OR NEMA 3 (OR BETTER) OUTDOORS
25. NON-METALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS2, AND RATED
NEMA 1 (OR BETTER) INDOORS OR WEATHER PR07ECIED (WP OR BETTER) OUTDOORS
26. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR
BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS.
27. THE SUBCONTRACTOR 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.
28. INSTALL PLASTIC LABEL ON THE MEIER CENTER TO SHOW AT&T WIRELESS "
GROUNDING NOTES
1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PR07EC77ON AND
ACPOWER GES S) SHALL BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING
CONDUCTORS IN ACCORDANCE NTH THE NEC.
2 THE SUBCONTRACTOR SHALL PERFORM IEEE FALL -OF -POTENTIAL RESISTANCE TO EARTH 7ES71NG (PER IEEE
1100 AND 81) FOR GROUND ELECTRODE SYSTEMS THE SUBCONTRACTOR SHALL FURNISH AND INSTALL
SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS
3. THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND
CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE
TO THE CONDUIT AND PROVIDE TESTING RESULTS
4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WI714 LISTED
BONDING FITTINGS OR BY BONDING ACROSS 771E DISCONTINUITY WITH 16 AWG COPPER WIRE UL APPROVED
GROUNDING TYPE CONDUIT CLAMPS
5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR STRANDED
COPPER CONDUCTORS W1714 GREEN INSULATION, SIZED IN ACCORDANCE WITH 774E NEC, SHALL BE
FURNISHED AND INSTALLED NTH THE POWER CIRCUITS TO BTS EQUIPMENT.
5. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR V47H GREEN
INSULATED SUPPLEMENTAL EQUIPMENT GROUND WRES, 16 AWG STRANDED COPPER OR LARGER FOR
INDOOR BTS; 12 AWG SOLID TINNED COPPER FOR OUTDOOR BTS.
6. CONNECTIONS TO 711E GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK TO BACK
CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMITTED.
7. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL
BE P AWG SOLID TINNED COPPER UNLESS OTHERWISE INDICATED.
8. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTORS SHALL NOT BE USED FOR GROUNDING
CONNECTIONS.
9. USE OF 90 DEG BENDS IN THE PR07EC71ON GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45 DEG
BENDS CAN BE ADEQUATELY SUPPORTED.
10. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE
11. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS
CRIMPS
12. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS.
13. ICE BRIDGE BONDING CONDUCTORS SHALL BE EX07HERMICALLY BONDED OR BOLTED TO 774E ICE BRIDGE AND
THE TOWER GROUND BAR.
14. APPROVED ANTIOXIDANT COATINGS (LE CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION
AND BOLTED GROUND CONNECTIONS
15. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED NTH A CORROSION RESISTANT MATERIAL
16. MISCELLANEOUS ELECTRICAL AND NON -ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE
BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC.
18. BOND ALL METALLIC OBJECTS WHHIN 6' OF MAIN GROUND WIRES V47H 1-12 AWG TINN-PLATED COPPER
GROUND CONNECTION.
IR GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PR07EC17ON SYSTEMS SHALL NOT BE
ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC
CONDUITS METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE
HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH
AS PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (E.G.,
NON-METALLIC CONDUIT PROHIBITED BY LOCAL CODE), THE GROUND CONDUCTOR SHALL BE BONDED TO
EACH END OF THE METAL CONDUIT.
7
6
5
I./I6/I.
FINAL CD ISSUED
q
I /W,-,
REVISED TOWER/ANT HEIGHT
3
10/2/13
REVISED SITE LAYOUT
a
BJ27/13
PRELIM CD ISSUED
1
B/27J13
ENLARGED SITE PLAN
CENTRAL ARKANSAS SURVEYING INC.
11708 Kanis Road
Little Rock, AR 7221 1
Phone:(501 F223-0497
U
Fax (501)-2230495
E-Mail: 0a<aS@swbeILnet
WESTOWER
COMMUNICATIONS INC
4700 South Bowman Road, Suite 700
Little Rock AR 72210
PH: (5011221f093
FAX. (5011221-8629
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10/16/13
THE INFORMATION CONTAINED IN THIS
SET OF DOCUMENTS IS PROPRIETARY
BY NATURE. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES
TO THE CUENT IS STRICTLY PROHIBITED.
START DATE 8/27/13
DRAWN BY: LMR
CHECKED BY: RSA
SHEET TITLE
SPECIFICATIONS
DRAWING NO.
S P-1
REV [ON:
5
ABBREVIATIONS
WHERE APPLICABLE
ADJ
ADJUSTABLE
LG
LONG
AGL
ABOVE GRADE LEVEL
MAX
MAXIMUM
AMSL
ABOVE MEAN SEA LEVEL
MECH
MECHANICAL
APPROX.
APPROXIMATE
MFR
MANUFACTURER
AWG
AMERICAN WIRE GAUGE
MGB
MASTER GROUND BUS
BCW
BARE COPPER WIRE
MIGB
MASTER ISOLATED GROUND BAR
BTS
BASE TRANSCEIVER STATION
MIN
MINIMUM
CAB
CABINET
MTL
METAL
CLG
CEILING
(N)
NEW
CONC.
CONCRETE
NIC
NOT IN CONTRACT
CONT
CONTINUOUS
NTS
NOT TO SCALE
CJ
CONSTRUCTION JOINT
OC
ON CENTER
q
CENTERLINE
OPP
OPPOSITE
DIA
DIAMETER
R
PLATE
DWG
DRAWING
RBS
RADIO BASE STATION
(E)
EXISTING
REF
REFERENCE
RF
RADIO FREQUENCY
EGB
EQUIPMENT GROUND BAR
REQ
REQUIRED
EA
EACH
SF
SQUARE FOOT
EG
EQUIPMENT GROUND
SIAD
SMART INTEGRATED ACCESS DEVICE
ELEC
ELECTRICAL
SHT
SHEET
EL
ELEVATION
SIM
SIMILAR
EGR
EQUIPMENT GROUND RING
SS
STAINLESS STEEL
EQ
EQUAL
STL
STEEL
EQUIP
EQUIPMENT
TOC
TOP OF CONCRETE
EXT
EXTERIOR
TOM
TOP OF MASONRY
FF
FINISHED FLOOR
TYP
TYPICAL
GA
GAUGE
TBD
TO BE DETERMINED
GALV
GALVANIZED
TBR
TO BE RESOLVED
GC
GENERAL CONTRACTOR
(TYP)
TYPICAL
GEN
GENERATOR
VIF
VERIFY IN FIELD
GRND
GROUND
UON
UNLESS OTHERWISE NOTED
IGR INTERIOR GROUND RING (HALO) WWF WELDED WIRE FABRIC
CONTRACTOR SHALL REFER TO SPECIFICATION 24782-000-AOOZ-00002
GENERAL CONSTRUCTION SERVICES FOR CONSTRUCTION OF AT&T SITES FOR
ANY ITEMS OR WORK NOT LISTED OR DETAILED HEREON. STANDARD
SPECIFICATIONS SHALL SUPERSEDE WHERE CONFLICTS OCCUR.
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.
SYMBOLS AND MATERIALS
WHERE APPLICABLE
CD
NEW ANTENNA
c�
EXI57ING
ANTENNA
\�
ASPHALT
Ep
ELECTRIC BOX
LIGHT POLE
®
FND. MONUMENT
xCxxx.xx
SPOT ELEVATION
®
SET ELEVATION
®
REVISION
GRID
0—
REFERENCE
DETAIL
y1F
REFERENCE
L
ELEVATION
a1- F1
SECTIONS
AI_ I
AND DETAILS
FTI-G-1 SOLID GROUND BUS BAR
S N I SOLID NEU77?AL BUS BAR
A A SUPPLEMENTAL GROUND CONDUCTOR
GROUT OR PLASTER
Q BRICK
MASONRY
CONCRETE
EARTH
GRAVEL
PLYWOOD
SAND
® WOOD CONT.
WOOD BLOCKING
STEEL
CENTER LINE
— — PROPERTY LINE
5 S STEPPED FOOTING
�- MATCH LINE
WORK POINT
C COAXIAL CABLE
G GROUND WIRE/ 2 AWG
— — — GROUNDING WIRE
7
6
S
10/16/13
FINAL CD ISSUED
4
IO/8/13
REVISED TOWER/ANT HEIGHT
3
10/2/13
REVISED SITE LAYOUT
2
8/21/13
PRELIM CD ISSUED
1
8/27/13
ENLARGED STIE PLAN
CENTRAL ARKANSAS SURVEIY.ING INC.
1708 Kanis Road
Little Rock AR 7221 1
Phone: (5011-223-0497
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47
Fax 1501)-223O496
Eavlail: rsa�s@swbeJl.net
-
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i�YrE.ST�c*WER,
COMMUNICATIONS INC
4700 South Bowman Roa4 Sum 700
Little Rods, AR 72210
PH: 15011 221-6093
FAX 15011221,8629
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PROFESSIONAL
■
CADWELD TYPE CONNECTION
ENGINEER
COMPRESSION TYPE CONNEC71ON
DIG ALERT.•
ONE CALL OF ARKANSAS
PH. (800) 482-8998
CALL 3 WORKING DAYS BEFORE YOU DIG
JI _ I O/ 16j 13 111
THE INFORMATION CONTAINED IN THIS
SET OF DOCUMENTS IS PROPRIETARY
BY NATURE. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES
TO THE CUENT 15 STRICTLY PROHIBITED.
START DATE 8/27/13
DRAWN BY: LMR
CHECKED BY: RSA
SHEET TfTLE
SPECIFICATIONS
DRAWING NO.
SP-Z
REVISIO
5
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VICINITY MAPR.r.w
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PARENT TRACT DESCRIPTION
Pmca1
Psrl a La 1 , Block 9.Ma"1y1 n Adds— to Om Cky a Little Rodg Pulssh Co ny.lMYnrl: Bepmmng I
W Eaa of the Noah s[ Comer of ceid Lot1, Noce East 20; lhence ScaN 40; Ilprltewea53,'
thenov Nedhoadary 363 M the PoM of EFg. nr V
l`LOIs 2J2J 6 4. Bock S, Nemreyers Addition of the City of Lbe Rock, P.6 sm C—my. Mlqrsers
PARENT TRACT DESCRIPTION
I i r: a�tc owa'm� 1
Apan d LMNa 4, GocS4. 141-4 s Aadbor+ a am City of Ugk14'k;Wa 0OiIry.A�—
W4 bWQ exam fllya dUF arc 0-41 11 d 0q NprtMAJ �q"/ a LA12. Sept g.
Navpp�s W W pn or the cM1ya Ulki✓+a�, PuldiiCeNy. NIa1W rA n,n Ilwlee$yt1 err tip 12
mrtdefbe.Emfyad�nmd25A!teat8re Porn at gdeeV hCrcYr Spmtti.
frmift10 V BWN BTdegCAp 12 mtn42 bW,Fatl"a(USIT4rd A— a[m V1.0 for 444Ey
•4]tarde 17O WaRmm Norh02dED. a mhit—Em . 12 mn 4:0I 111y qra
Begin o17f1led; N .10N"M 02deg.aTmn. 10 one FaRto adalMmd60G0 feet blln hilt
Beginning. canleinng 0.10 Bores, mPp HM less
3D ACCESS 8 UnLOY EASEMENT
An Accme and UNny EssemeM berg W 00 feel in width, 1500 feel ether ate of Op fdkm lg
dee1A10 o Wbm being a pert of Los 2 and! 3. Block 9, Nenneers Addkbn of the Cy of Little Rods,
Pdsstd CBwfy, Ark m= and beeg more fuly desorribod as loll : Commenong a the Nortt—n
Comer at Lot 2. Block S. Nearsyers Adtlslm of Me City of L.be Rock. PL"sid County. Aikenas and tun
in— SwNB7deg. 12 Mon. 42 sec. East fora datace of MW feet Moore Soust 02 dog 47 M, 18
see Pastlor a defence a 3D OO rest W Il Potr d Bonnmg a emd cemmdha of eeee : Nano=.
NWh87 clog 12 rrd142 sec WeatlaaaaTJ<Ga a2500 team the WlntafTenNnalim o' mId
cenleBine a nasremmR m tip Eazl flgacFWeY line aSouW Pop Shred, cOrdanirg 0 D2 saes, more
Or lei
¢ I — — — — PLAN VIEW
v �
CENTER OF SITE L� X I 10 0 10 20 30
Latitudez moved: 3N43'S 12D N G �`+
8 lor.d E-92n9D12J5' W V
$; GpMW Elmo. = 310 ]6' (AMSL) y
v I Scale 1" = I(P
LOT IS
rtntlB.sa+re
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I
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LEGEND
• FOUND MONUMENT
O SET. RESAR W`CAP
L-COMPUTED POINT B. CONTROLUNG COMER
o SLIPPORTPOLE
POWER POLE
POWER POLE W) TRANSFORAER
I EARTHING ROD
A TOWER
CONDUR
or PHONE PEDESTAL
- GUYANCHOR
8 RRr HYDRANT
® CONTROL BOX
Q F1ECiRICALTRANSFORMFA
IN WATER VALVE
C C 13LE MARKER
E EIECTRICPLMETER
• SPOT ELEVATION
® SEWED MANHOLE
Surveyors Notes:
I B 1s of Bearings: Basatl on ANxa.sP s1ffie Pie rJMn
2 Ttrss-.y¢valid o y K Me drawng Nd Wes the seal and
e'g-- of me surveyor
a Tins survey mess arterrt•Ahareu Minimum Standards for
Propery Boundary Surveys end Pla=
4. Subsurface end atvironmemal mndiGonsvrere not—ed
nor corslder9d a pen of far .rvay.
S5An uorN9a urea loud dy vWble abuse pound markings as
ked by uti6ly looetcm and ehorrn hereon as'ocaed byCenhelAna�se Surrty""Inc sune"flek class Ad Wily
kou ah— hereon— wro—sd.. A, udl'Nes may not
havebeen merkeWo®ed by me qopropri®loram re. Nc
-Laredo hae taken place se,d eftsae m daerml ne me exact
1-1- of a .t rg urrdergaundl 00i. shown on this .rvay.
6 Field Works fl—August 26, 2013
7 T m is s Boundary survey.
3 sacra -0 164pp�g100, 3U.164t006YA
9. OYmer. Adams C1,-1 Church
BOUNDARY SURVEY
OF
AR1498 RAY WINDER
LOCATEDIN
PULASKI COUNTY, ARKANSAS
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DRAWN BY: LFEMSWG
CHECKED BY: RSA
DATE W6113
PLOTDATE S2//13
7
a
�
5
10/16/13
FINAL CD ISSUED
4
10/BJ13
REVISED TOWER/ANT HEIGHT
3
10/2/13
REVISEDSITELAYOUT
2
6/27/13
PRELINICD6SU50
_Lj
ENLARGED SITE nAN
CENTRALARKANSAS SURVEYING INC.
11706 Road
AR
Little Rock AR 72211
Phom: (501 F223-0497
Fax 30496
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Ea1AaiL rsaras@swbPJl.ne[
swbelL
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WESTowLR'
COMMUNICATIONS INC
4700 South Bowman Road, Sate 700
Little Rock, AR 77270
PH: 150112216093
FAX: 15011 221-6629
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ARIL NA SAS
REGISTERED
PROFESSIONAL
ENGINEER
10 16 13
THE INFORMATION CONTAINED IN THIS
SET OF DOCUMENTS IS PROPRIETARY
BY NATURE. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES
TO THE CLIENT IS STRICTLY PROHIBITED -
START DATE 8/27/13
--
DRAWN BY: LMR k
CHECKED BY: RSA
SHEET TITLE
SITE SURVEY
DRAWING NO. C-1 1Lr
PR01
TO WEST BOUNDARY
0
0
OVERALL SITE PLAN ,
SCALE: I' = 10'-0'
—EXISTING RETAINING WALL
_1.1 TO EAST BOUNDARY
?'LEASE AREA
71'-2"' TO EAST BOUNDARY
._2. TO EAST 8OL051DARY
NOTE. -
ALL UTILITY SEROICE POINTS OF ENTRY
SHALL BE VERIREO WITH ACTUAL SHELTER
MANUFACTURER DRAWINGS PRIOR TO INSTALLATION
7
6
5
10/16/13
FINAL CD ISSUED
4
10/B/13
REVISED TOWER/ANT HEIGHT
3
10/2/13
REVISED SITE LAYOUT
2
B/27/13
PRELIM CD ISSUED
1
B/27/13
ENLARGED SITE PLAN
CENTRAL ARKANSAS SURVEYING INC.
1 1708 Kanis Rose
LittAR Rock AR 722I 1
Phone:(501)-2236497
Fax 1501 223-0496
E-Mail: ma�as@swbell.net
WEsT WFR
COMMUNICATIONS INC
4700 South Bowman Road, Suite 700
Little Rock, AR 72210
PH: (501J -1-6093
FAX 1501) 221A629
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REGISTERED
PROFESSIONAL
ENGINEER ,
2RREST t'
�11 10f 16/ 13 _ III
THE INFORMATION CONTAINED IN THIS
SET OF DOCUMENTS IS PROPRIETARY
BY NATURE. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES
TO THE CLIENT IS STRICTLY PROHIBITED.
STARTDATE 8/27/13
DRAWN BY: LMR
CHECKED BY: RSA
SHEET TIRE
OVERALL SITE PLAN
DRAWING NO.
C—Z
REV610N:
5
PROPOSED TREE
2' CALIPER
SPACED ® 15-O" MAX O.C.
MATURITY HEIGHT = 20'
PROPOSED SHRUBS
SPACED ® 4'-0" MAX O.C.
PLANTING HEIGHT = 30'
MATURITY HEIGHT = 60'
EXISTING RETAINING WALL
PROPOSED SHRUBS
SPACED ® 4'-O' MAX O.0 ❑ _
PLANTING HEIGHT = 30' I x - X
MATURITY HEIGHT = 60' � X X -X
—x —x
b I V PROPOSED 8' WOODEN FENCE -X -X � P
IK17H GOOD SIDE FACING OUT x
I------_-_] 1 X
x PROPOSED 8' WOODEN FENCE x
WITH GOOD SIDE FACING OUT I [ p ; PROPOSED TREE
r J I 2" CALIPER
X II SPACED 0 15'-0' MAX O.C.
MATURITY HEIGHT = 20'
W PROPOSED 8' WOODEN FENCE
I WITH GOOD SIDE FACING OUT
W + PROPOSED 94'-0' MONOPOLE
x
❑ I
U R]
Q � PROPOSED 24' WIDE ICE BRIDGE
`o f RE. SHEET C-6 a
2 t a i PROPOSED CPS ANTENNA 5 s+ sf
RE. SHEET C-6 PROPOSED SHRUBS
x o I SPACED ® 4'--O' MAX O.C.
PLANTING HEIGHT = 30'
MATURITY HEIGHT = 60'
x PROPO
BALL DMVETER
FINISH GRADE
UIN. 3' SHREDDED HARDWOOD MULCH
3' COMPACTED EARTH SAUCER
(NOTE IN PLANTING
BEDS,
ELIMINATE THE COMPACTED EARTH
SAUCER AND COVER ALL BEDS TUTU
3' OF MULCH, MN.)
EXISTING GRADE
PLANTING SOIL MIXTURE
REMOVE BURLAP FROM TOP
1/3 OF ROOTBALL
TAMPED PLANTING SOIL MIXTURE TO
PREVENT SETTING
NOTE
1. ALL PLANTS ARE 10 BE GUARANTEED FOR ONE YEAR BERN11NG ON THE DATE OF
INSPECTION BY A/E 10 COMMENCE THE REMIT ESTABLISHMENT PERIOD.
2 PLANITING SOIL MIXTURE: TWO PARTS WWI, 1/2 PART COMPOST, AND 1/2 PART
MANURE (WELL ROTTED, HORSE OR CATTLE MANURE FREE OF STONES S71CYS AND
SDI NNTAINNG A MANYUN 25 PERCENT BY VOLUME OF STRAW, SAYALIST, OR
OTHER BEDDI4G MATERIALS). THOROUGHLY MIX ALL PARTS OF PLANTING SOIL
MIXTURE TO A UNIFORM THROUGHOUT.
TREE PLANTING DETAIL _(�)
` ^ — — — it X 16-o' 4' MINIMUM DEPTH OF
AT2rT SHELTER x PREPARED SOIL MIXTURE -
RE. SHEETS TAMP TO PREVENT SETTLEMENT
PROPOSED TREE
2" CALIPER
SPACED ® 15'-0' MAX O.C.
MATURITY HEIGHT = 20'
PROPOSED W-O" H-FRAME
—x_x
(D V
PROPOSED 7REE
2" CALIPER
SPACED M 15'-0' MAX O.C.
MI HEIGHT = 20'
• S-/&5-2
a� II
� I D
PROPOSED 8' WOODEN FENCE
WITH GOOD SIDE FACING OUT
X p
—X—x~ -x—x
X- x-- x
G Q
PROPOSED SHRUBS
SPACED ® 4'-0" MAX O.C.
PLANTING HEIGHT = 30"
MATURITY HEIGHT = 60"
ENLARGED SITE PLAN
_0
SCALE: V = 10'-0' N�
2' UULCH - MN. DEPTH
COMPACTED
EARTH SAUCER
FINISHED GRADE
BALLED
AND BURLAPPED
9" MINIMUM
SHRUB PLANTING DETAIL 3
F.FNFRAL PLANTING NOTES
1. ALL PLANTS SHALL BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE
2 ALL PLANTS SHALL BE CONTAINER -GROWN, BALLED OR EURLAPPED.
3. ALL PLANTS SHALL BE SUBJECT TD APPROVAL OF THE OWWNER'S REPRESENTATIVE BEFORE,
DURING AND AFTER INSTALLATION.
4. ALL PLANTS AND PLANTING AREAS SHALL BE COMPLETELY MULCHED.
5. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE
OF THE WORK THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO UTILITIES,
STRUCTURES, SITE APPURTENANCES. ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPE
CONSTRUCTION.
B. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS
BEFORE PRICING THE WORK
7. THE CONTRACTOR 5 RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT
BUT NOT LIMITED TO WATEINNG, SPRAYING, MULCHING, FERTILIZATION OF PLANTING AREAS
AND LAWNS) UNTIL WORK IS ACCEPTED IN TOTAL BY THE OWNER'S REPRESENTATIVE.
B. THE OWNER'S REPRESENTATIVE WALL APPROVE THE STAKED LOCATION OF ALL PLANT MATERIAL
PRIOR TO INSTALLATION.
9. ANY PLANT MATERIAL THAT DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE
OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL
OF THE SAME SPECIES, QUANTITY, SIZE AND MEETING ALL SPECIFICATIONS
10 STANDARDS SET FORTH N THE 'AMERICAN STANDARD FOR NURSERY STDCK', LATEST EDITION,
REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY
REQUIREMENTS FOR PLANT MATERIAL
11. CONTRACTOR TO WATER AND WARRANTY TREES FOR ONE YEAR.
12 INTERMITTENT PLANING OF EVERGREEN TREES SHALL OBTAIN A HEIGHT AT MATURITY OF
NO LESS THAN 10 FEET AND HAVE NO UNOBSTRUCTED OPENINGS FADER THAN TEN (10)
FEET BETWEEN TREE CANOPIES UPON MATURITY.
7
1/13114
1 REVaDPOR LANDSCAPING
6
10/24/13
REVISED SURVEY&LATY LONG
5
IWT6/13
FINAL CDISSUECI
4
IO/6/13
REVISE DTOWER/ANTHEIGHT
3
10/]/13
ROASET) SM LAYOUT
2
BID/ 13
PRELIMC06SUCO
1
0/27/13
ENLARGEDStTE PLAN
CENTRAL ARKANSAS SURVEYING INC.
I Roc AR K Road ACV"
Littlee Rock AR 7221 I 61
Phone:150 I.2734497 u
Fax: I50I I_ ('41 ,
E-Mail: rsa s@swbell.net
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WEsT WER
COMMUNICATIONS INC
4700 South Bowman Road, Suite 700
Little Rock, AR 72210
PH: 15011 2211A93
FAX: ISO 11 221-0629
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OTHER THAN THAT WHICH RELATES
TO THE CLIENT IS STRICTLY PROHIBITED.
START DATE 8/27/13
DRAWN BY: LMR
CHECKED BY: RSA
SHEET TITLE:
LANDSCAPE PLAN
DRAWING NO. REVISION:
LS-1 7
11est 2Dth street
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N&—,ers AddMn or the CAy of UIIh Rork %l&W Couny, Adar—and — l -oe Sm1h 87 cleg 12
nm.42 see, East fur adstenca a125.00 reotlo da Pddol BoaMna of the kxd horcil dcsv bod:
1t—oe rdtWng Sodh B7 deg 12 nin 42 eea East for s dauarcsd 70o0 fear+ trance Sawh 02 deg
47 M1M 18 sec. Weal ror a dlM—e o160001ee1: IhO North B7deg 12 mh 42 see West IOr a
dish of To for+;U.enm North 02 dog. 47 mIn. 18 soa E=fm adlelanx W GOX rod to Brc Pokd of
BeghnIng, dallelnkg 0.10 au68, more or lase.
An Aaaas and IARy Eosanerd beh9 30.00 feel h wldd;15.001eda1harape d me fdkAriN
da lbedwtodkebringapandLda2aM3,Blow9,NehaymAddNDndthe Ckyd LWe Rock.,
P.IasN County. Arkansas aM bdrg mm Idily dascdbcd as Idl— Con—rcirgl at Da Nd 5 ort
Camard Ld2131 c9,Nehreyere AddllorofIts CkydLida Ra.KPdasldC—ly A7kan—aM—
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Nec Ea foradlatenced MOate n"PMdBeglnrlgdcddc Ndhedeasemert thence
mh BT deg 12 mn.42 sac. West fare datarrad2S vO lMW lho Pdntd TenHne9on d seld
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or less
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ay Q, ra v ro 2g
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X I
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PARENTTRAGTBOUNDARY
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JAN 17 2014
LEGEND
a- FOUWND MONUMENT
O-SET d4 REBAR W/CAP
A -COMPUTED POINT
p-CONTROLLING CORNER
a SUPPORT POLE
POWER POLE
POWER POLE WRRANSFORMER
I EARTHNO ROD
TOWER
CONDUIT
o PHONE PEDESTAL
T GUYANCHOR
b FREHYDRANT
® CONTROLBOX
0❑ ELECTPICALTRAMFORMER
N WATER VALVE
C GABLEMARIO=R
L 13ECTRICALMEfER
• SPOT ELEVATION
eQ SEWER MANHOLE
Surveyors Notes:
f. Bade of Baadnga: Barred on Arlolreas Stdo Bane North
2 TNs aunty le va9d mly If Da drawl,; hd�dee me seal and
elgre — d dre surveys.
3.TrA—"mime dAhl—W*i Sl-yyds Iw
Pmpady Boundary SLwmp and Pim
1 S•uasubm and sm*my—W—ollw4. f,r.ttaaorkr d
APrtP'�ddnd4 p►td7444uaey.
6. AD byuwere loea:edby vs Ir shwa9mudef.db9s as
marked by utdily lours and shown hereon as'ocaled by
C Sal Arkanse6 Surveyhg,IncsurreyAridcaws.Ply—
loctllon6 shown hereon are aFFmdmals Alludfies n'4not
have Caen-rkwoceted �Ihe epprd'rlo� logs No
mimvmbn res relaD placed tHs d� m ddermine the ma4
I—il. oraJAN underg d Oh. edwn on Wa survey,
&Field wD*ca Iele August 26, MI 3
7. This R a Boudary Surrey.
& Parcel ID I34L-76400-081 N. 34L.1640048400
9.0wner- Adams Chapel CIv
BOUNDARY SURVEY
OF
AR1498 RAY WINDER
LOCATEDIN
PULASKI COUNTY, ARKANSAS
1N: REWUO SURVEY & LAT/LONG
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DATE Er26 13
PLOT DATE 10/203
7
I/13/14
REVISED FORLANDSGAPING
6
I0/24/13
REVISED SURVEY &LAT/L.OING
S
IA06/I,3
FINAL CD ISSUED
4
10M?3
REVISEDTOWERIAN HMHT
3
1C> 33
REVISED SITE LAVOLIT
2
B/27/13
PRELWICDISSLIEO
I
6/27/13
E NUA RGE D SITE PLP,N
CENTRAL ARKANSAS SURVEYING INC.
1 K Road
Uttle Roefto ck AR AR 72211
Phone: I5011-223-0497
Fax 223-0496
E-Mail: rsa-carsaras@swbeJl.ne[
WFs aTT WOLF, r
COMMUNICATIONS INC
4700 South Bowman Road Suite 700
UtOe Rock, AR 72210
PH: (SO I1 221- 093
FAX: IS011 221-8629
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REGISTERED
PROFESSIONAL
ENGINEER c
ORES- i
11j3 14
THE INFORMATION CONTAINED IN THIS
SET OF DOCUMENTS IS PROPRIETARY
BY NATURE. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES
TO THE CLIENT IS STRICTLY PROHIBITED.
START DATE B/27/13
DRAWN BY: LMR
CHECKED BY: RSA
SHEET TITLE
SITE SURVEY
DRAWING NO.
C-1[!jN
GENERAL NOTES
1. ALL STRUCTURAL STEEL SHALL BE HOT -DIPPED GALVANIZED AFTER FABRICATION.
2. ALL STRUCTURAL STEEL SHALL BE DESIGNED, FABRICATED, AND ERECTED IN
ACCORDANCE WITH AISC SPECIFICATION (LATEST EDITION).
J. FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION (HANDICAPPED ACCESS
NOT REQUIRED).
4. FACILITY WILL NOT BE LIGHTED WITH THE EXCEPTION OF EMERGENCY CONDITIONS.
5. FACILITY HAS NO PLUMBING.
6. TOWER AND ANTENNA INSTALLATION SHALL BE CONDUCTED BY FIELD CREWS
EXPERIENCED IN THE ASSEMBLY AND ERECTION OF RADIO ANTENNAS, TRANSMISSION
LINES, AND SUPPORT STRUCTURES.
7. CONTRACT COMPANIES AND THEIR EMPLOYEES SHALL OBSERVE AND PRACTICE ALL
O.SH.A. SAFETY GUIDELINES WHILE PE10 MING SERVICE FOR AT&T.
8. WHERE A TOWER DOES NOT HAVE A PERMANENT FALL PROTECTION SYSTEM, THE
CONTRACT COMPANY IS RESPONSIBLE FOR PROVIDING A SUITABLE SYSTEM FOR ITS
EMPLOYEES
9. CONTRACTOR SHALL PERFORM A SAFETY INSPECTION PRIOR TO COMMENCING ALL WORK
ACTIVITIES AT A AT&T LEASED OR OWNED SITE AT&T SHOULD BE IMMEDIATELY NOTIFIED
OF SAFETY HAZARD(S) FOUND DURING THE INSPECTION THAT COULD CAUSE BODILY
HARM OR ENDANGERMENT TO LIFE OR THAT COULD CAUSE DAMAGE TO PROPERTY. ALL
WORK SHALL BE HALTED UNTIL SUCH TIME THE REPORTED SAFETY HAZARD CORRECTED.
774E SAFETY HAZARD, IF POSSIBLE, SHOULD BE CORRECTED BY THE CONTRACTOR WHILE
ON SITE, AFTER THE CONTRACTOR HAS N071FIED AT&T OF THE HAZARD AND HAS
RECEIVED APPROVAL FROM AT&T TO PERFLIRM' THE CORRECTION.
LEGEND
CM- CROWN MONITOR
FP - FLASH POWER BOX
FB - FLASH BOX
M - METER
B - BREAKER
H - HOFFMAN BOX
MD - MAIN DISCONNECT
H - HOFFMAN BOX
G - GENERATOR POWER
NOTE.
ALL UTILITY SERVICE POINTS OF ENTRY
SHALL BE VERIFIED WITH ACTUAL SHELTER
MANUFACTURER DRAWINGS PRIOR TO INSTALLATION
TOWER MANUFACTURER'S SPECS, FABRICATION, AND
CONCRETE FOUNDATION DESIGN WILL BE PROVIDED BY
TOWER VENDOR.
TOWER SHOWN ON THESE PLANS IS REPRESENTATIVE
ONLY OF THE TOWER TYPE.
ENLARGED SITE PLAN r1
SCALE: 1' = 10'-0' NORTH
ti
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PROPOSED 10'-0" H-FRAME
�X --,-X
o X
I f/ 25' SETBACK LINE
f
a
PROPOSED FENCE
5'-0' �k
0
70'-0" LEASE AREA
— 68'-0" FENCE—
PROPOSED FENCE
PROPOSED 94'-0' MONOPOLE
PROPOSED 24" WIDE ICE BRIDGE
RE: SHEET C-6
PROPOSED GPS ANTENNA
RE SHEET C-6
22-11 "
EXISTING WALL
49 -0"
X h PROPOSED 11'-5" X 16'-0'
I AT&T sHEt7ER
RE sHEE>s s—I&S-2 W
L
to
X I pW
aW
Ca
x 24'-8-
LX—X—X
f X— X— X— X— X— X— X— X
— 68'-0" FENCE
70'-0" LEASE AR
x
I
x
I
X
I
x
I
x
PROPOSED FENCE
�x
X
x
I
X
x
1
x
I
x
x
PROPOSED FENCE I
x
X— X X— X— X�-
7
b
5
10/16/13
FINAL CD ISSUED
4
10/8/13
REVISED TOWER/ANT HEIGHT
3
10/2J 13
REVISEDSITELAYOUT
2
827/13
PRELIM CD ISSUED
11
, 8/27/13
ENLARGED SDE PLAN
CENTRAL ARKANSAS SURVEYING INC.
1170E Kanis Road
Little Ro&, AR 72211
1-el t"cu
9
Phone: (501 h223-0497
�+ T.
Fa (501)-223-0496
Eaulail- ra-cas@swbeJIAet
Ii1G
WES WER,
COMMUNICATIONS INC
4700 South Bowman Road, Suite 700
Little Rock, AR 72210
PH: (5011221-6093
FAX (5011221-8629
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V'
III I /16/13 JII
THE INFORMATION CONTAINED IN THE
SET OF DOCUMENTS IS PROPRIETARY
BY NATURE. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES
TO THE CLIENT IS STRICTLY PROHIBITED.
START DATE 8/27/13
DRAWN BY: LMR
CHECKED BY: RSA
SHEET TITLE
ENLARGED SITE PLAN
DRAWING NO.
C-3
REVISION.
5
TOP OF TOWER ELEVATION = 94'-0_ -
NEW AT&T ANTENNA CENTERLINE = 90'-0"
PROPOSED MONOPOLE
PROPOSED 6' CHAINUNK FENCE
W/3-S7RAND BARB WIRE
NOTE
EQUIPMENT PLATFORM AND ANTENNAS ARE DESIGNED TO MEET
LOCAL BUILDING CODES, AND ANSIIEIAIIIA-222-F STRUCTURAL
STANDARDS FOR STEEL ANTENNA SUPPORTING STRUCTURES THE
DESIGN WIND SPEED IS 70 MPH.
NOTE
THESE DRAWINGS HAVE BEEN PREPARED TO DEPICT
PROPOSED OVERALL TOWER HEIGHT DIMENSION AND SHALL
NOT BE USED FOR CONSTRUCTION. CONTRACTOR TO VERIFY
TRUE HEIGHT WITH TAPE DROP.
NOTE:
NO MODIFICATIONS OR TOWER ADD177ONS SHALL
BE MADE WITHOUT APPROVED STRUCTURAL
ANALYSIS PREPARED BY OTHER.
NOTE
TOWER MANUFACTURER'S SPECS, DESIGN, FABRICATION, AND
CONCRETE FOUNDATION DESIGN WILL BE PROVIDED BY
TOWER VENDOR.
TOWER SHOWN ON THESE PLANS IS PDWS&TATIVE ONLY
OF THE TOWER TYPE.
NOTE
SUB -CONTRACTOR TO COMPLY WITH ALL FCC
AND FAA REGULATIONS ON THIS PROJECT
NOTE
1. THE SIZE, HEIGHT AND DIRECTION OF THE ANTENNA
SHALL BE ADJUSTED TO MEET AT&T SUPPLIED RFDS.
2. CONTRACTOR SHALL VERIFY HEIGHT AND DIRECTION OF
MICROWAVE DISHES WITH PROJECT MANAGER.
J. ALL ANTENNA AZIMUTH TO BE FROM TRUE NORTH.
THESE DRAWINGS ARE NOT INTENDED TO
REFLECT THE STRUCTURAL INTEGRITY OF
THE TOWER. THE PROPOSED ANTENNAS
AND TRANSMISSION LINES SHOWN ARE
REPRESENTATIVE IN NATURE AND DO NOT
REFLECT THE ACTUAL CONFIGURATION
REQUIRED. THE CONTRACTOR SHALL REFER
TO THE STRUCTURAL ANALYSIS OF THIS
TOWER SITE FOR THE APPROVED LOCATION
AND CG*7QIRAIION OF ALL ANTENNAS AND
TRANSMISSION LINES. ALL ANTENNAS MUST
BE MOUNTED AND THE TRANSMISSION LINES
CONFIGURED IN STRICT ACCORDANCE WITH
THE STRUCTURAL ANALYSIS
PROPOSED ICE BRIDGE
RE SHEET C-6
PROPOSED ll'-5' X 16'-0' AT&T SHELTER
RE.. SHEETS S-1 & S-2
ELEVATION VIEW r
ALL STEEL SHALL BE HOT -DIPPED
GALVANIZED.
NOTE ANTENNA ARRAY MOUNTING HARDWARE MAY
BE PROVIDED BY TOWER MFR. CONTRACTOR TO BID
SEPARATELY.
r
6
5
10/16/13
FINALCID ISSUED
4
10/9/13
REVISED TOWER/ANT HEnFrr
3
IOW 3
REVISED SFTE LAYOUT
2
6/27/13
PRELIM CD ISSUED
I
Bf27113
ENLARGED SITE PLAN
CENTRAL ARKANSAS SURVEYING INC.
2
1 1708 Kanis Road
Little Rock AR 72211
i„
Phone: Ca -
1501 F223ID497
Fax 1501)-22343496
E-Mait rsaos@swbeJlnet '.
270' 90'
y'YILyOs
i8D
WES
DWER
COMMUNICATIONS INC
4700 South Bowman Roa4 Suite 700
little Rods. AR 72210
PH: 15011 221{,p93
FAX (501) 221-8629
NEW UMTS PANEL ANTENNA NEW LIE PANEL ANTENNA
MODEL- SBNH-ID6565C MODEL- KRC 118 048/1
MANU: ANDREW MANU: ERICSSON
NEW UMTS PANEL ANTENNA AZIMUTH: 0' AZIMUTH' 0' NEW LTE PANEL ANTENNA
MODEL- SBNH-106565C
MANU: ANDREW MODEL KRC 118 O
0' 048/1
AZIMUTH. 0' MANU: ERI
AZIMUTH: 0'
f 1 A& ALPHA SECTOR
NEW UMTS PANEL ANTENNA
NEW LIE PANEL ANTENNA
MODEL S3NH-lD6565C
MODEL: KRC 718 048/y
MANU: ANDREW
AZIMUTH: 120'
MANU: ERICSSON
AZIMUTH: 240'
NEW UMTS PANEL ANTENNA
NEW L7E PANEL ANTENNA
�,
MODEL: SBNH-IOU555C
MODEL: KRC 118 048/1
v
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MANU: ANDREW
MANU: ERICSSONC"�
AZIMUTH: 120'
AZIMUTH: 240'
�l
0
NEW UM7S PANEL ANTENNA
MODEL: SBNH-1D6565C
MANU: ANDREW
AZIMUTH: 240'
GALVANIZED PLATFORM SEE CHART
FOR COAX AND CABLE SCHEDULE
PLATFORM DESIGN BY OTHERS.
NEW UMTS PANEL ANTENNA
MODEL SBNH-ID6565C
MANU: ANDREW
AZIMUTH: 240'
SYMBOL LEGEND
NEW RRUS-11
ONEW sm
DC6-48-60-18-8F
NEW LIE ANTENNA
9p NEW UMTS ANTENNA
THERE WILL BE A TOTAL OP
8 LINES OF DC POWER
4 LINES OF FIBER
NEW LTE PANEL ANTENNA
MODEL- KRC 118 048/1
MANU: aCSSON
AZIMUTH: 120'
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D'QREST RI"' -
NEW LTE PANEL ANTENNA
MODEL: KRC 178 048/1
MANU: ERICSSON
10 16/ 13
AZIMUTH: 120'
THE INFORMATION CONTAINED IN THIS
SET OF DOCUMENTS IS PROPRIETARY
BY NATURE. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES
TO THE CLIENT IS STRICTLY PROHIBRED.
ANTENNAS:
REFER TO SITE CONFIGURATION SHEET FOR ANTENNA
MOUNTING HEIGHTS, MODEL NUMBER, AZIMUTH, ETC...
NOTE
CONTRACTOR TO VERIFY AZIMUTH DIREC77ONS
WITH RF ENGINEER.
START DATE 8/27/13
DRAWN BY:
LMR
CHECKED BY:
RSA
SHEET TITLE
ELEVATION & AZIMUTH
DRAWING NO.
CA
REVISION:
5
D 4 _:
}
i
FIF CABINET
SCALE: N.T.S.
WAVEGUIDE
LOCATION 'Cl'
to
BAR CODE
25.96 il
PANEL HPGM720
ON7ROLLER
osWon E911 LMU
PANEL
RACK
OKW201
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�TELCO '-Eb"TECH GENERATOR
1El mD 4'X8' CONNECTION PANEL
LTELCO 1 OPTIONAL FUSED
GROUND EW2 SERVICE DISCONNECT
77E BRACKET 02106-03
127591 GROUND
GROUND CABLI
13689,
FUSE PANEL HF
RET CON7
TruePosifion E
DSX-
SHELTER INTERIOR Z
SCALE: N.T&
7
a
5 11
10/1 6/13
FINAL CD ISSUED
4
1 10/8/13
REVISEDTOWER/ANTHEIGHT
3
1012,113
REVISED SITE LAYOUT
2
8/27/13
PRELIM CD ISSUED
T
8/27/13
ENLARGED 511E PLAN
CENTRAL ARKANSAS SURVEYING INC.
11708 k. AR Road
Little Rack AR 72211
Phone: (501 h2230497 i� -
Fac 1501)-223049a
E-Mail: rsa�s@swbell.net YIt `.
WESTDWER
COMMUNICATIONS INC
4700 South Bowman Road, Surte 700
Little Rack AR 72270
PH: (50112211093
FAX. (50}1221-8629
I T
}}� S� A E OF '
yi} AR A��NSAS
REGISTERED
PROFESSIONAL
ENGINEER
�RRES� 0
0r}.
r�rrY��I
10 16 13
THE INFORMATION CONTAINED IN THIS
SET OF DOCUMENTS IS PROPRIETARY
BY NATURE. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES
TO THE CLIENT IS STRICTLY PROHIBITED.
START DATE
8/27/13
DRAWN BY:
LMR
CHECKED BY: RSA
SHEETTITLE
EQUIPMENT DETAILS
DRAWING NO.
C-5
REVISION:
5
GPS ANTENNA MOUNTED
TO 1 1/4" CRS (SEE GPS ANT.
MOUNTING DETAIL 3 THIS SHEET)
CUT POST LENGTH TO
SUIT BY REMOVING
UNCAPPED END
24" WIDE ICE BRIDGE.
CUT ICE BRIDGE
CHANNEL TO SUIT
(SEE NOTES)
r
VALMONT PN: 91890
TRAPEZE SUPPORT
KIT 2'-6" O.C.
COAX (TYP.)
VALMONT PNI 6130
PIPE COLUMN
3 1/2" O.D.x 15"
DIRECT BURIAL POSTS
FINISH SLOPE TO DRAIN
CONCRETE PIER
CELLULAR CABLE
HATCHPLATE
DENOTES COLOR CODING
MARKINGS
7
5
5
IOJI6J 13
FINAL CD ISSUED
4
10/8/13
REVISED TOWER/ANTHEIGHT
3
IOJw
REVISED SITE LAYOUT
2
B/27/13
PRELIM CD ISSUED
i
B/27/13
ENLARGED SITE PLAN
GENERAL NOTES.' CENTRAL ARKANSAS SURVEYING INC.
1. SECTOR ORIENTATION/AZIMUTH WILL VARY FROM REGION TO REGION AND
IS SITE SPECIFIC REFER TO RF REPORT FOR EACH SITE TO DETERMINE eR Kanis Road
Little R
THE ANTENNA LOCA77ON AND FUNC71ON OF EACH TOWER SEC77ON FACE. od, AR RED Phone
-0493-0497 �n
RED Fax 1501I-2230496
2. THE STANDARD IS BASED ON EIGHT COLORED TAPES -RED, BLUE, GREEN, BLUE E4ulail: ,a ,C&swtjlnet '
YELLOW, ORANGE, BROWN, WHITE, AND SLATE(GREY). THESE TAPES SHOULD
BE READILY AVAILABLE TO THE ELECTRICIAN OR CONTRACTOR ON SITE.
J. USE COLORED BANDS ON THE CABLES, MARK ALL RF CABLES BY SECTORS 8LUE
AND CABLE NUMBER AS SHOWN ON "CABLE" MARKING COLOR CONVENTION TABLE. WfIl1E BLUE _
4. ALL COLOR CODE TAPE SHALL BE 3M-35 AND INSTALLED USING A MINIMUM OF w� Q p
(3) WRAPS OF TAPE AND SHALL BE NEATLY TRIMMED AND SM007HED OUT SO w+ E1i
AS TO AVOID UNRAVELING. BLUE KEEN
COMMUNICATIONS INC
n W4111E �.UE 4700 south Bowman Roa4 suite 700
10
5. ALL COLOR BANDS INSTALLED AT THE TOWER TOP SHALL BE A MINIMUM OF (2) OC POWER CABLES PH: Rock 22 7223
3" WIDE AND SHALL HAVE A MINIMUM OF 3/4" OF SPACING BETWEEN EACH COLOR. (1) FIBER CABLE FAX: (SO 1)
zzll�z9
6. ALL COLORED BANDS INSTALLED AT OR NEAR THE GROUND SHALL BE A MINIMUM BOTTOM ROW
OF 3/4" WIDE. TO BE LEFT EMPTY
Z ALL COLOR CODES SHALL BE INSTALLED SO AS TO ALIGN NEATLY NTH ONE a ° n
ANOTHER FROM SIDE -TO -SIDE. 1 �7
LIE I UMPS / LIE
0
HATCH PLATE COAX
SCALE: N.T.S.
N
0
I
PROVIDE
APPLICABLE
PIPE -TO -PIPE
CLAMP
3 1/ 2" O.D. h
BRIDGE PO!
ICE BRIDGE SUPPORT POST FOUNDATION 1
SCALE: N.T.S.
GPS ANTENNA (PROVIDED BY
67ALLED BY GC.)
' O.D. X 3'-O" MAX.
)UN TING PIPE
ED BY G.C)
WIRE FROM LMU
- SECURE TO PIPE
9LE (AS REOUIP,ED BY
MANUFACT)RER)
GPS ANTENNA
SCALE: N.rs.
w
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Z
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yid AR AENN SAS
REGISTERED
PROFESSIONAL
ENGINEER U
9RRI=S_�i;r�.
10 lb/13
THE INFORMATION CONTAINED IN THIS
SET OF DOCUMENTS IS PROPRIETARY
BY NATURE. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES
TO THE CLIENT IS STRICTLY PROHIBITED.
START DATE: 8/27/13
DRAWN BY: LMR
CHECKED BY. RSA
SHEET TITLE
ICE BRIDGE DETAILS
DRAWING NO..
C-6
REVISK7N
5
Property of AT&T
Authorized
n A�% rr- 01% .01% V% A.% f to1 &-% I I ,
Glass main entry doors may be branded" with AT&T
Mobility logo providing this is not a lighted /
marquis" sign. In certain cases where a site is
unmanned, exterior door signs may be omitted to
prevent drawing undue attention to the site. For
these types of sites, the market may elect to harden
security in a more invisible manner. It is the
responsibility of the market to make prudent decisions
for unmanned core sites on a case by case basis.
MAIN ENTRANCE FRONT DOOR OF BUILDING
SCALE: N.T.S.
INFORMATION
AT&T Mobility operates telecommunications antenna atthis laatlon.
Remain at least 3 feet away from any antenna and obey all posted
signs.
Contact the owner(s) of the antennas) before wolfing
closer than 3 feet from the anienna(sj.
Contact AT&T Molb ty at 800-M-2822 prior to performing any
maintenance or repairs near AT&T Mobllltyantennas,
This is Site #
Contact the management office if this doorlhatchlgate is found
unlocked.
En asta propiedad se ubican arteries detelecomunipdones
operadas por AT&T Mobility. Favor manterler una distocla de no
menos de 3 pies y obedecer Iodos los aviscs
Comuniqese con el propietarlo o los prop'Ietarics de las antes de
trabaJar o caminar de menos de 3 pies de la ardBna
Comunlquese can AT&T MDbillty 8DO-638-2822 antes de realor
cualqular mantenimtento o reparacianes OSKS de las antenns de
AT&T Mobillly
Esta es la estacion base numero
Favor comunicarse con la oficlna de la admindracion del
edh1cto si esta puerta o compuerta se encuenba sin candade
INFORMATIONJ
ACTIVE ANTENNAS ARE MOUNTED
ON THE OUTSIDE FACE OF THIS BUILDING
BEHIND THIS PANEL
ON THIS STRUCTURE
STAY BACK A MINIMUM OF 3 FEET
FROM THESE ANTENNAS
Contact AT&T Mobility at 800-638-2822
and follow their instructions prior to performing
any maintenance or repairs closer that 3 feet
from the antennas.
This is AT&T Mobility site
For AT&T -owned cell towers and other -owned
towers inhere AW MoNity is permitted to post
RF safety sig W the typical RF exposure
signage consists of an INFORMATION" sign
installed on entrance gates or adjacent to the
"CAU710N" signs required to be installed at
accesses to each climbing ladder at the tower.
INFORMATION' signs are no longer permitted to
be installed on equipment cabinets or buildings.
INFORMATION SIGNS 2
SCALE: N.T.S.
7:
6
S
10/16/13
FINAL CD ISSUED
4
10/8/13
REVISED TOWER/ANT HEIGHT
3
10/2/13
REVISED SITE LAYOUT
Z
e127113
PRELIM CD ISSUED 1
I
8/27113
ENLARGED SITE PLAN
CENTRAL ARKANSAS SURVE�]Y.IAN►GG INC.
1 170a Kanis Road
4�
UWe Roc. AR 7221 I
Cf
Prmne:(501}223-0497
V
Farc (501)-223,0496
E-tail: rsa-cas@swGell.net
Y`y
VIIES DWER
COMMUNICATIONS INC
4700 Scum Bowman Road, Suite 700
Little Rock, AR 72270
PH: [5011221-6093
FAK (5011221A629
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ARKA4 NSAS
REGISTERED
PROFESSIONAL
ENGINEER
.PRCSS- /
10/16/13
THE INFORMATION CONTAINED IN THIS
SET OF DOCUMENTS IS PROPRIETARY
BY NATURE. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES
TO THE CLIENT IS STRICTLY PROHIBITED.
START DATE 8/27/13
DRAWN BY: LMR
CHECKED BY: RSA
SHEET TITLE
SIGNAGE DETAILS
DRAWING IN
REVISIO
SITE NAME: RAY WINDER
"VENDOR:
at&t
Your World. Delivered.
SITE INFORMATION
SITE TYPE: MONOPOLE
SITE NAME: RAY WINDER
SITE NUMBER: ARL01498
SITE ADDRESS: 2001 S PINE STREET
LITTLE ROCK, AR 72204
COUNTY: PULASKI
JURISDICTION: CITY OF LITTLE ROCK
TAX PARCEL 34L1640DDB400
OCCUPANCY TYPE: UNMANNED
A.D.A. COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR
HUMAN HABITATION.
APPLICANT: AT&T MOBILITY
1001 TECHNOLOGY DR.
° LITTLE ROCK, AR 72223
KRISTINA STANLEY
405-343-5589
` PROPERTY OWNER:
SBA
N/A
s SITE COORDINATES (N6Q U)_
LATITUDE: N. 3,V 43' 58.42"
LONGITUDE: W. -92' 19' 01.38"
GROUND ELEVATION: 312' (AMSL)
SURVEYOR:
• SE ENGINEERING GROUP, INC
205-252-6985
• TOWER OWNER:
SBA
8051 CONGRESS AVE
BOCA RATON, FL. 33487
TBD
SITE NAME: RAY WINDER
w SITE NUMBER: N/A
DESIGNER:
BRANCH COMMUNICATIONS, LLC
1516 SOUTH BOSTON AVE. STE 215
TULSA, OK. 74119
CONTACT: PATRICK JEWELL
PHONE: (405) 385-4372
ARCHCT/ENGNEER: I
i HITE
965 WYNSTONE DRIVE
JEFFERSON, SO 57038
CONTACT: MICHAEL T. DE BOER
PHONE: (605) 422-1548
TELEPHONE OMPA.NY: POWER COMPANY:
AT&T 1ST ELECTRIC COOP
800-499-7928 501-982-4545
AT&T SITE NUMBER: ARLO1498
FA NUMBER: 10592608
SITE ADDRESS: 2001 S PINE STREET
LITTLE ROCK AR 72204
TOWER OWNER: SBA
TOWER ID: N/A
FCC: N/A
NEW EQUIPMENT AND ANTENNAS ON:
EXISTING 94' MONOPOLE
A4a1'la.gO' Ave
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In °
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RAY WINDER
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VICINITY MAP N.T.S. (LOCATION MAP
DRIVING DIRECTIONS
N.T.S.
DEPART 1001 TECHNOLOGY DR, LITTLE ROCK, AR 72223 [1001 TECHNOLOGY DR, LITTLE ROCK, AR 722231 ON TECHNOLOGY OR (NORTH-EAST)
98 YDS TURN LEFT (WEST) ONTO ARKANSAS SYSTEMS DR 0.2 MI ROAD NAME CHANGES TG LAGRANDE DR 21 YDS TURN LEFT (SOUTH) ONTO
CHENAL PKWY 3.6 MI ROAD NAME CHANGES TO FINANCIAL CENTRE PKWY 0.5 MI ROAD NAME CHANGES TO 1-630 4.1 MI AT EXIT 3B, TAKE
RAMP (RIGHT) ONTO W 8TH ST 0.3 MI TURN RIGHT (SOUTH) ONTO S CEDAR ST 0.8 MI TURN LEFT (EAST) ONTO W 21 ST ST, THEN
IMMEDIATELY TURN LEFT (NORTH) ONTO S PINE ST 0.1 MI ARRIVE AT RAY WINDER
A&E DRAWING REVIEW
TITLE: SIGNATURE: DATE:
AT&T CONSTRUCTION MGR:
RF ENGINEER: I
CONNING APPROVAL:
SITE ACQUISITION:
PROPERTY OWNER:
STATUS CODE:
1 .ACCEPTED -WITH OR NO COMMENTS, CONSTRUCTION MAY PROCEED
2 NOT ACCEPTED -RESOLVE COMMENTS AND RESUBMIT
THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZE
THE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL DOCUMENTS
ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND MAY IMPOSE CHANGES
OR MODIFICATIONS.
NE CALL NUMBER.:
CALL ARKANSAS ONE CALL 811
(800) 482-8998
CALL 3 WORKING DAYS BEFORE YOU DIG!
THE PROPOSED PROJECT INCLUDES:
•INSTALL NEW EQUIPMENT SHELTER AND ICE BRIDGE.
•INSTALL NEW GENERATOR
-INSTALL NEW POWER AND TELCO UTILITIES
•INSTALL NEW GROUNDING SYSTEM
•INSTALLATION OF (9) NEW LTE ANTENNAS AT 90.02' WITH (8)
NEW RRUS UNITS (PER SECTOR) AND INSTALL (3) 1/2" FIBER,
(1) 3/8" RET CABLES, (6) 3/4" DC CABLES LINES, (3) NEW
SQUID (DC6-45-60-18-BF), EQUIPMENT TO BE INSTALLED ON
EXISTING 94' MONOPOLE.
WLL COLO
TYPE 2 SHELTER CONFIGURATION
■ man 1
NO DESCRIPTION
T1 TITLE SHEET
GN1 (GENERAL NOTES
GN2 GENERAL NOTES
GN3 GENERAL NOTES
GN4 GENERAL NOTES
1 PG. SURVEY
L1 OVERALL LAYOUT PLAN
Al COMPOUND PLAN
A2 -EQUIPMENT SHELTER PLAN
A3 TOWER ELEVATION, ORIENTATION AND DETAILS
A4 ANTENNA AND WAVEGUIDE DETAILS
AS COMPOUND DETAILS
A6 CIVIL DETAILS
A7 SIGNAGE DETAILS
S1 SHELTER FOUNDATION DETAILS
S2 :SHELTER FOUNDATION DETAILS
E1 UTILITY PLAN AND DETAILS
E2 (ELECTRICAL DETAILS
E3 (UTILITY RACK DETAILS
G1 COMPOUND GROUNDING PLAN
G2 GROUNDING DETAILS
G3 GROUNDING DETAILS
G4 GROUNDING DETAILS
G5 NATURAL GAS DETAILS
DO NOT SCALE DRAWINGS
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 WAH THE WORK OR T BE RESPONSIBLE FOR SAME.
CODE COMPLIANCE
ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN
ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING
CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.
NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT
WORK NOT CONFORMING TO THESE CODES.
BUILDING/DWELLING CODE: IBC 2015
STRUCTURAL CODE: IBC 2015
PLUMBING CODE: IPC 2015
MECHANICAL CODE: IMC 2016
ELECTRIC CODE: NEC 2015
FIRE/LIFE SAFETY CODE: IBC 2015, IFC 2016, NFOA 101
at&t
Y� Your World. Delivered.
1001 TECHNOLOGY DR
LITTLE ROCK, AR 72223
PH: (501) 952-2040
Bran"�
ch
COMMUNICATIONS
+S iLulIC r P'-O'IDER
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
PRODUCED BY:
JDH BOHR I
MICHAEL T. DE BOER
965 WYNSTONE DRIVE
JEFFERSON, SO 57038
605-422-1548
SITE NAME:
RAY WINDER
SITE NUMBER:
ARL01498
SITE ADDRESS:
2001 S PINE STREET
LITTLE ROCK AR 72204
ENGINEER:
'l11f' TE 0
S� Ar---7,F
ARKANSAS
REGISTERED
PROFESSIONAL 1
ENGINEER !1
#**
L/ No.9847
T .
PE # 9847 EXP, 1
NO
DATE
DESCRIPTION
BY
7
72 18 11
PLACEMENT APPROVAL
'PBJ
8
'12/19/171PRELIMINARY
ISSUE
PBJ
C
-12/19/1
(PRELIMINARY ISSUE
PBJ
D
4/11/18
CONST ISSUE
.JWM
!SHEET TITLE:
TITLE SHEET
SHEETNUMBER:
T 1
PROJECT :
ARLO1498
Y1 S id
p
PBJ CK BgY:
DIVISION 1 - GENERAL REQUIREMENTS
1.1 INTENT
A. THESE SPECIFICATIONS AND CONSTRUCTION DRAWINGS ACCOMPANYING THEM
DESCRIBE THE WORK TO BE DONE AND THE MATERIALS TO BE FURNISHED FOR
CONSTRUCTION.
B. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE FULLY EXPLANATORY
AND SUPPLEMENTARY. HOWEVER, SHOULD ANYTHING BE SHOWN, INDICATED OR
SPECIFIED ON AND NOT THE OTHER, IT SHALL BE ACCOMPLISHED AS IF SHOWN,
INDICATED OR SPECIFIED IN BOTH.
C. THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS
REASONABLY NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE
WORK STIPULATED IN THE CONTRACT.
D. THE PURPOSE OF THE SPECIFICATIONS IS TO INTERPRET THE INTENT OF THE
DRAWINGS AND TO DESIGNATE THE METHOD OF THE PROCEDURE, TYPE AND
QUALITY OF MATERIALS REQUIRED TO COMPLETE THE WORK.
E. MINOR DEVIATIONS FROM THE DESIGN LAYOUT ARE ANTICIPATED AND SHALL BE
CONSIDERED AS PART OF THE WORK. NO CHANGES THAT ALTER THE CHARACTER
OF THE WORK WILL BE MADE OR PERMITTED BY THE OWNER WITHOUT ISSUING A
CHANGE ORDER.
1. 1.2 CONFLICTS
A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OFF ALL
MEASUREMENTS AT THE SITE BEFORE ORDERING ANY MATERIALS OR DOING ANY
WORK. NO EXTRA CHARGE OR COMPENSATION SHALL BE ALLOWED DUE TO
DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND DIMENSIONS INDICATED ON THE
CONSTRUCTION DRAWINGS. ANY SUCH DISCREPANCY IN DIMENSION WHICH MAY BE
FOUND SHALL BE SUBMITTED TO THE OWNER FOR CONSIDERATION BEFORE THE
CONTRACTOR PROCEEDS WITH THE WORK IN THE AFFECTED AREAS.
B. THE BIDDER, IF AWARDED THE CONTRACT, WILL NOT BE ALLOWED ANY EXTRA
COMPENSATION BY REASON OF ANY MATTER OR THING CONCERNING WHICH SUCH
BIDDER MIGHT HAVE BEEN FULLY INFORMED PRIOR TO BIDDING.
C. NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST, OR OF DIFFICULTIES OR
CONDITIONS THAT MAY BE ENCOUNTERED OR OF ANY OTHER RELEVANT MATTER
CONCERNING THE WORK TO BE PERFORMED IN THE EXECUTION OF THE WORK
WILL BE ACCEPTED AS AN EXCUSE FOR ANY FAILURE OR OMISSION ON THE PART
OF THE CONTRACTOR TO FULFILL EVERY DETAIL OF ALL THE REQUIREMENTS OF
THE CONTRACT DOCUMENTS GOVERNING THE WORK.
1.3 CONTRACTS AND WARRANTIES
A. EACH CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE BUILDING PERMIT AT THE
LOCAL JURISDICTION AS THE CONTRACTOR —OF —RECORD, AND PROVIDING
JURISDICTION WITH ALL PROOF REQUIRED TO OPERATE AS A CONTRACTOR IN THAT
JURISDICTION. THE CONTRACTOR SHALL BE REIMBURSED ONLY THE AMOUNT OF
ANY FEE PAID AS FOLLOWS:
1. PLAN REVIEW FEE.
2. BUILDING PERMIT FEE.
3. CONNECTIONS AND INSPECTIONS FEE.
B. CONTRACTOR IS RESPONSIBLE FOR APPLICATION AND PAYMENT OF CONTRACTOR
LICENSES AND BONDS.
1.4 STORAGE
ALL MATERIALS MUST BE STORED IN A LEVEL AND DRY FASHION AND IN A
MANNER THAT DOES NOT NECESSARILY OBSTRUCT THE FLOW OF OTHER WORK.
ANY STORAGE METHOD MUST MEET ALL RECOMMENDATIONS OF THE ASSOCIATED
MANUFACTURER.
1.5 CLEAN UP
A. THE CONTRACTORS AT ALL TIME SHALL KEEP THE SITE FREE FROM ACCUMULATION
OF WASTE MATERIALS OR RUBBISH CAUSED BY THEIR EMPLOYEES AT WORK AND
AT THE COMPLETION OF THE WORK, THEY SHALL REMOVE ALL RUBBISH FROM
AND ABOUT THE BUILDING AREA, INCLUDING ALL THEIR TOOLS, SCAFFOLDING AND
SURPLUS MATERIALS AND SHALL LEAVE THEIR WORK CLEAN AND READY FOR USE
B. EXTERIOR: VISUALLY INSPECTED EXTERIOR SURFACES AND REMOVE ALL TRACES OF
SOIL, WASTE MATERIALS, SMUDGES AND OTHER REGION MATTER.
1. REMOVE ALL TRACES OF SPLASHED MATERIALS FROM ADJACENT SURFACES.
2. IF NECESSARY TO ACHIEVE A UNIFORM DEGREE OF CLEANLINESS, HOSES DOWN
THE EXTERIOR OF THE STRUCTURE.
C. INTERIOR: VISUALLY INSPECT INTERIOR SURFACES AND REMOVE ALL TRACES OF
SOIL, WASTE MATERIALS, SMUDGES AND OTHER FOREIGN MATTER FROM
WALLS/FLOOR/CEILING.
1. REMOVE ALL TRACES OF SPLASHED MATERIALS FROM ADJACENT SURFACES.
2. REMOVE PAINT DROPPINGS, SPOTS, STAINS AND DIRT FROM FINISHED SURFACES.
1.6 CHANGE ORDER PROCEDURE
A. THE CONTRACTOR CHANGE ORDERS MAY BE INITIATED BY THE OWNER AND/ OR
THE CONTRACTOR INVOLVED. THE CONTRACTOR, UPON VERBAL REQUEST FROM
THE OWNER SHALL PREPARE A WRITTEN PROPOSAL DESCRIBING THE CHANGE IN
WORK OR MATERIALS AND ANY CHANGES IN THE CONTRACT AMOUNT AND
PRESENT TO THE OWNER WITHIN 72 HOURS FOR APPROVAL. SUBMIT REQUESTS
FOR SUBSTITUTIONS IN THE FORM AND IN ACCORDANCE WITH PROCEDURE
REQUIRED FOR CHANGE ORDER PROPOSALS. ANY CHANGES IN SCOPE OF WORK
OR MATERIALS WHICH ARE PERFORMED BY THE CONTRACTOR WITHOUT WRITTEN
CHANGE ORDER AS DESCRIBED AND APPROVED BY THE OWNER SHALL PLACE
FULL RESPONSIBILITY OF THESE ACTIONS ON THE CONTRACTOR.
1.7 RELATED DOCUMENTS AND COORDINATION
A GENERAL CARPENTRY, ELECTRICAL AND ANTENNA DRAWINGS ARE INTERRELATED. IN
PERFORMANCE OF THE WORK, THE CONTRACTOR MUST REFER TO ALL DRAWINGS.
ALL COORDINATION TO BE RESPONSIBILITY OF THE CONTRACTOR.
1.8 SHOP DRAWINGS
A. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AS REQUIRED AND LISTED IN THESE
SPECIFICATIONS TO THE OWNER FOR APPROVAL.
B. ALL SHOP DRAWINGS SHALL BE REVIEWED, CHECKED AND CORRECTED BY
CONTRACTOR PRIOR TO BEING SUBMITTED TO THE OWNER.
1.9 PRODUCTS AND SUBSTITUTIONS
A. SUBMIT 3 COPIES OF EACH REQUEST FOR SUBSTITUTION. IN EACH REQUEST
IDENTIFY THE PRODUCT OR FABRICATION OR INSTALLATION METHOD TO BE
REPLACED BY THE SUBSTITUTION. INCLUDE RELATED SPECIFICATION SECTION AND
DRAWING NUMBERS AND COMPLETE DOCUMENTATION SHOWING COMPLIANCE WITH
THE REQUIREMENTS FOR SUBSTITUTIONS.
B. SUBMIT ALL NECESSARY PRODUCT DATA AND CUT SHEETS WHICH PROPERLY
INDICATE AND DESCRIBE THE ITEMS, PRODUCTS AND MATERIALS BEING INSTALLED.
THE CONTRACTOR SHALL, IF DEEMED NECESSARY BY THE OWNER SUBMIT ACTUAL
SAMPLES TO THE OWNER FOR APPROVAL IN LIEU OF CUT SHEETS.
1.10 QUALITY ASSURANCE
A. ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND
FEDERAL REGULATIONS. THESE SHALL INCLUDE BUT NOT BE LIMITED TO THE
LATEST VERSION OF THE FOLLOWING:
* ANSI TIA/EIA — 222 — G
s IBC 2015 INTERNATIONAL BUILDING CODE W/ AMENDMENTS
* BUILDING OFFICIALS AND CODE ADMINISTRATORS (BOCA) IBC 2012
* NATIONAL ELECTRICAL CODE (NEC) WITH LOCAL AMENDMENTS 2009
* UNDERWRITER LABORATORIES APPROVED ELECTRICAL PRODUCTS
# AMERICAN INSTITUTE OF STEEL CONSTRUCTION
* SPECIFICATIONS (AISC)
k LIFE SAFETY CODE NFPA — 101—IBC 2012
1.11 ADMINISTRATION
A. BEFORE THE COMMENCEMENT OF ANY WORK, THE CONTRACTOR WILL ASSIGN A
PROJECT MANAGER WHO WILL ACT AS A SINGLE POINT OF CONTRACT FOR ALL
PERSONNEL INVOLVED IN THIS PROJECT. THIS PROJECT MANAGER WILL DEVELOP A
MASTER SCHEDULE FOR THE PROJECT WHICH WILL BE SUBMITTED TO THE OWNER
PRIOR TO THE COMMENCEMENT OF ANY WORK.
B. SUBMIT A BAR LIKE PROGRESS CHART NOT MORE THAN 3 DAYS AFTER THE DATE
ESTABLISHED FOR COMMENCEMENT OF THE WORK ON THE SCHEDULE, INDICATING
A TIME BAR FOR EACH MAJOR CATEGORY OR UNIT OF WORK TO BE PERFORMED
AT SITE, PROPERLY SEQUENCED AND COORDINATED WITH OTHER ELEMENTS IN
ADVANCE OF THE DATE ESTABLISHED FOR SUBSTANTIAL COMPLETION OF THE
WORK.
C. PRIOR TO COMMENCING CONSTRUCTION THE OWNER SHALL SCHEDULE AN
ON —SITE MEETING WITH ALL MAJOR PARTIES. THIS WOULD INCLUDE (THOUGH NOT
LIMITED TO THE OWNER PROJECT MANAGER CONTRACTOR, LAND OWNER
L ) NTRA ,
REPRESENTATIVE, LOCAL TELEPHONE COMPANY, TOWER ERECTION FOREMAN (IF
SUBCONTRACTED).
D. CONTRACTOR SHALL BE EQUIPPED WITH SOME MEANS OF CONSTANT
COMMUNICATIONS, SUCH AS A MOBILE PHONE OR A BEEPER. THIS EQUIPMENT
WILL NOT BE SUPPLIED BY THE OWNER, NOR WILL WIRELESS SERVICE BE
ARRANGED.
E. DURING CONSTRUCTION, CONTRACTOR MUST ENSURE THAT EMPLOYEES AND
SUBCONTRACTORS WILL WEAR HARD HATS AT ALL TIMES. CONTRACTOR WILL
COMPLY WITH ALL WPCS SAFETY REQUIREMENTS IN THEIR AGREEMENT.
F. CONTRACTOR MUST PROVIDE WRITTEN DAILY UPDATES ON SITE PROGRESS TO THE
OWNER.
G. A COMPLETE INVENTORY OF CONSTRUCTION MATERIALS AND EQUIPMENT IS
REQUIRED PRIOR TO START OF CONSTRUCTION.
H. NOTIFY THE OWNER / PROJECT MANAGER IN WRITING NO LESS THAN 48 HOURS
IN ADVANCE OF CONCRETE POURS, TOWER ERECTIONS, AND EQUIPMENT CABINET
PLACEMENTS.
1.12 INSURANCE AND BONDS
A. CONTRACTOR AT THEIR OWN EXPENSE SHALL CARRY AND MAINTAIN FOR THE
DURATION OF THE PROJECT ALL INSURANCE AS REQUIRED AND LISTED AND SHALL
NOT COMMENCE WITH THEIR WORK UNTIL THEY HAVE PRESENTED AN ORIGINAL
CERTIFICATE OF INSURANCE STATING ALL COVERAGE TO THE OWNER. REFER TO
THE MASTER AGREEMENT FOR REQUIRED INSURANCE LIMITS_
B. THE OWNER SHALL BE NAMED AS AN ADDITIONAL INSURED ON ALL POLICIES.
C. CONTRACTOR MUST PROVIDE PROOF OF INSURANCE.
DIVISION 2 - SITE WORK AND DRAINAGE
1.1 WORK INCLUDED:
REFER TO THE SURVEY AND SITE PLAN FOR WORK INCLUDED.
1.2 RELATED WORK
B. INSTALLATION OF ANTENNA SUPPORT SYSTEM
1.5 SEQUENCING
A. CONFIRM SURVEY STAKES AND SET ELEVATION STAKES PRIOR TO ANY
CONSTRUCTION.
B. IF REQUIRED, GRADE, SEED, FERTILIZED AND MULCH DISTURBED AREAS
IMMEDIATELY AFTER BRINGING THE SITE AND ACCESS ROAD TO BASE COURSE
ELEVATION. WATER TO ENSURE GROWTH.
C. REMOVE GRAVEL FROM TEMPORARY CONSTRUCTION ZONE.
1.7 WARRANTY
A. IN ADDITION TO THE WARRANTY ON ALL CONSTRUCTION COVERED IN THE
CONTRACT DOCUMENTS, THE CONTRACTOR SHALL REPAIR ALL DAMAGE TO
SURROUNDING PROPERTY CAUSED BY CONSTRUCTION.
B. DISTURBED AREAS WILL REFLECT GROWTH OF NEW GRASS COVER PRIOR TO FINAL
INSPECTION.
2.1 MATERIALS
A. SITE MATERIALS: FILL MATERIAL — ACCEPTABLE SELECT FILL SHALL BE IN
ACCORDANCE WITH LOCAL DEPARTMENT OF HIGHWAY AND PUBLIC TRANSPORTATION
STANDARDS SPECIFICATION.
B. SOIL STABILIZER FABRIC SHALL BE MIRAFI — 50OX.
C. NON—STRUCTURAL SITE CONCRETE SHALL BE 3000 PSI BREAKING STRENGTH AT
28 DAYS. COMPLY WITH GENERAL PROVISIONS OF DIVISION 3 CONCRETE
SPECIFICATIONS.
2.2 EQUIPMENT
A. COMPACTING SHALL BE ACCOMPLISHED BY MECHANICAL MEANS. LARGER AREA
SHALL BE COMPACTED BY SHEEPS FOOT, VIBRATOR OR RUBBER TIRED ROLLERS
WEIGHING AT LEAST FIVE TONS. WATER TREATMENT MAY REQUIRED TO OBTAIN
COMPACTION. SMALLER ARES SHALL BE COMPACTED BY POWER —DRIVE, HAND
HELD TAMPERS.
3.1 INSPECTIONS
LOCAL BUILDING INSPECTION SHALL BE NOTIFIED NO LESS THAN 48 HOURS IN
ADVANCE OF CONCRETE POURS.
3.2 PREPARATION
A. PRIOR TO OTHER EXCAVATION AND CONSTRUCTION EFFORTS GRUB ORGANIC
MATERIAL TO A MINIMUM OF SIX INCHES BELOW ORIGINAL GROUND LEVEL.
B. UNLESS OTHERWISE INSTRUCTED BY THE OWNER, REMOVE TREES, BRUSH AND
DEBRIS FROM THE PROPERTY TO AN AUTHORIZED LANDFILL.
C. PRIOR TO PLACEMENT OF FILL OR BASE MATERIALS, REMOVE SOFT SPOTS AND
COMPACT TO 95% STANDARD PROCTOR.
D. WHERE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, LINE THE GRUBBED
AREAS WITH STABILIZER MAT PRIOR TO REPLACEMENT OF FILL OR BASE MATERIAL.
VENDOR:
leat&t
Your World. Delivered.
1001 TECHNOLOGY DR
LITTLE ROCK, AR 72223
PH: (501) 952-2040
Branch
COMMUNICATIONS
A 5Oi UTIOtlS NRU\'nlrR
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA. OKLAHOMA 74119
(918) 949-4551
PRODUCED BY:
nE BQE14
MICHAEL T. DE BOER
965 WYNSTONE DRIVE
JEFFERSON, SO 57038
605-422-1548
SITE NAME:
RAY WINDER
SITE NUMBER:
ARL01498
SITE ADDRESS:
2001 S PINE STREET
LITTLE ROCK AR 72204
ENGINEER:
'fir,•' Sj A��� !'A
ARKANSAS
REGISTERED
PROFESSIONAL
ENGINEER
*�ttt
No. 9847 Afl�
4 T . ._7 �18
1
INO
DATE
I DESCRIPTION
BY
A
) 2JIBJ171
PLACEMENT APPROVAL
PBJ
B
/1 12/197
PRELIMINARY ISSUE
IPBJ
C
12/19/17
PRELIMINARY ISSUE
PBJ
0
4/11/18
{CONST ISSUE
JWN
:SHEET TITLE:
GENERAL NOTES
SHEETNUMBER:
QN 1BJ
PROJECT #:
ARL01498
REVISION
0
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3.3 INSTALLATION
A. CLEAR EXCESS SPOILS, IF ANY, FROM JOB SITE AND DO NOT SPREAD BEYOND THE
LIMITS OF THE OWNERS LEASE PROPERTY UNLESS AUTHORIZED BY PROJECT
MANAGER, IN WRITING.
B. THE FINISH GRADE, INCLUDING TOP SURFACE COURSE, SHALL EXTEND TO LEASE
LINE.
3.4 FIELD QUALITY CONTROL
A. COMPACTION SHALL BE 90% MAXIMUM DENSITY IN ACCORDANCE WITH ASTM
D-1557 FOR SITE WORK AND 95% UNDER PLATFORM AREA. SETTLEMENT WILL BE
EXCAVATED AND REFILLED AT CONTRACTOR'S EXPENSE.
3.5 QUALITY ASSURANCE
A. ALL STEEL MATERIALS UTILIZED IN CONJUNCTION WITH THIS SPECIFICATION WILL BE
GALVANIZED OR STAINLESS STEEL. WEIGHT OF ZINC COATING ON THE FABRIC SHALL
NOT BE LESS THAN 12 OUNCES PER SQUARE FOOT OF MATERIAL COVERED. POSTS
SHALL BE HOT -DIPPED IN GRADE E ZINC, 1.8 OUNCES PER SQUARE FOOT.
3.6 APPLICABLE STANDARDS
A. ASTM-A120 SPECIFICATION FOR PIPE, STEEL BLACK AND HOT -DIPPED ZINC COATED
(GALVANIZED) WELDED AND SEAMLESS FOR ORDINARY USES.
B. ASTM-123 ZINC (HOT -DIP GALVANIZED) COATING ON IRON AND STEEL PRODUCTS.
C. ASTM-A153 STANDARD SPECIFICATION FOR ZINC COATING (HOT -DIP) ON IRON AND
STEEL HARDWARE.
D. ASTM-A392 SPECIFICATION FOR ZINK-COATED STEEL CHAIN LINK FENCE FABRIC.
E. ASTM-A491 SPECIFICATION FOR ALUMINUM -COATED CHAIN LINK FENCE FABRIC.
F. ASTM-A525 STANDARD SPECIFICATION FOR STEEL SHEET ZINC COATED (GALVANIZED)
BY THE HOT -DIPPED PROCESS.
G. ASTMOA570 SPECIFICATION FOR HOT -ROLLED CARBON STEEL SHEET AND STRIP
STRUCTURAL QUALITY.
H. ASTM-A585 SPECIFICATION FOR ALUMINUM COATED STEEL BARBED WIRE.
EXCAVATE POST HOLES WITH MECHANICAL AUGER EQUIPMENT. EXCAVATE POST HOLES
PER CONSTRUCTION DOCUMENTS. CONFIRM PROPER DEPTH AND DIAMETER OF POST
HOLE EXCAVATIONS.
SPECIAL CONSTRUCTION TOWER & ANTENNA
INSTALLATION
1.1 WORK INCLUDED
A. IF REQUIRED, ERECT FURNISHED TOWER.
B. GROUND TOWER TEMPORARILY DURING ERECTION. GROUNDING SHOULD INCLUDE
BASE(S) AND ANCHORS
C. IF REQUIRED, INSTALL THREE (3) SIDE ARMS, CONSISTING OF OWNER
REPRESENTATIONS.
D. INSTALL ANTENNAS AS INDICATED ON DRAWINGS AND OWNER SPECIFICATION.
E. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS.
F. INSTALL FURNISHED GALVANIZED STEEL WAVE GUIDE LADDER.
G. INSTALL WAVE GUIDE BRIDGE AS INDICATED ON DRAWING.
H. SUPPLY AND INSTALL ONE INSULATED GROUND BAR AT EQUIPMENT CABINET.
I. SUPPLY AND INSTALL GROUNDING KITS WITH LONG BARREL DOUBLE CRIMPED
COMPRESSION LUGS. (SIM. TO ANDREW-22370OTBD OF APPROVED EQUAL) ATOP
TOWER BASE BEFORE ENTERING THE EQUIPMENT. GROUNDING LEADS TO BE
CONNECTED TO INSULATED GROUND BAR.
A. ASSIST OWNER TECHNICIANS IN PERFORMING SWEEP TEST OF INSTALLED COAX.
B. CONCRETE PIERS FOR FOUNDATIONS SHALL BE DRILLED AND POURED ON THE
SAME DAY.
2.2 RELATED WORK
2.3 REQUIREMENTS OF REGULATOR AGENCIES
A. FURNISH U.L. LISTED EQUIPMENT WHERE SUCH LABEL IS AVAILABLE, INSTALL IN
CONFORMANCE WITH U.L. STANDARDS WHERE APPLICABLE.
B. INSTALL ANTENNA, ANTENNA CABLES AND GROUNDING SYSTEM IN ACCORDANCE WITH
DRAWINGS AND SPECIFICATION IN EFFECT AT PROJECT LOCATION AND
RECOMMENDATIONS OF STATE AND LOCAL BUILDING CODES, SPECIAL CODES HAVING
JURISDICTION OVER SPECIFIC PORTIONS OF WORK. THIS INCLUDES BUT IS NOT
LIMITED TO THE FOLLOWING:
1. EIA - ELECTRONIC INDUSTRIES ASSOCIATION TIA-EIA-222-G. STRUCTURAL
STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES.
2. FAA - FEDERAL AVIATION ADMINISTRATION ADVISORY CIRCULAR AC 70/7460-IH,
OBSTRUCTION MARKING AND LIGHTING.
3. FCC - FEDERAL COMMUNICATIONS COMMISSION RULES AND REGULATIONS FORM
715, OBSTRUCTION MARKING NAD LIGHTING SPECIFICATIONS FOR ANTENNA
STRUCTURES.
4. AISC - AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATION FOR
STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS.
5. NEC - NATIONAL ELECTRICAL CODE - ON TOWER LIGHTING KITS.
6. UL - UNDERWRITER'S LABORATORIES APPROVED ELECTRICAL PRODUCTS.
7. IN ALL CASES, PART 77 OR THE FAA RULES AND PARTS 17 AND 22 OF THE FCC
RULES ARE APPLICABLE AND IN THE EVENT OF CONFLICT, SUPERSEDE ANY OTHER
STANDARDS OD SPECIFICATIONS.
B. IBC 2012 LIFE SAFETY CODE NFPA - 101
3.3 INSTALLATION
A. THE ACCESS ROAD SHALL BE BROUGHT TO BASE COURSE ELEVATION PRIOR TO
FOUNDATION CONSTRUCTION.
B. AVOID CREATING DEPRESSIONS SIO S WHERE WATER MAY POND.
C. THE CONTRACT INCLUDES ALL NECESSARY GRADING, BANKING, DITCHING AND
UNLESS OTHERWISE INDICATED, COVERING TWO INCHES OF SURFACE COURSE. ALL
ROADS OR ROUTES UTILIZED FOR ACCESS TO THE SITE, COMMENCING AT THE
POINT OF INTERSECTION WITH THE NEAREST PUBLIC THOROUGHFARE, ARE INCLUDED
IN SCOPE UNLESS OTHERWISE NOTED.
D. WHEN APPROVING A EXISTING ACCESS ROAD, GRADE THE EXISTING ROAD TO
REMOVE ANY ORGANIC MATTER AND SMOOTH THE SURFACE BEFORE PLACING FILL
OR STONE.
E. PLACE FILL OR STONE IN 6 INCH MAXIMUM LIFTS AND COMPACT BEFORE PLACING
NEXT LIFT.
F. THE FINISH GRADE, INCLUDING TOP SURFACE COURSE, SHALL EXTEND A MINIMUM
OF ONE FOOT BEYOND THE SITE FENCE AND SHALL COVER THE AREA AS
INDICATED.
G. RIP RAP SHALL BE APPLIED TO THE SIDES SLOPES OF ALL FENCED SITE AREAS,
PARKING ARES AND TO ALL OTHER SLOPES GREATER THAN 2 : 1.
H. RIP RAP SHALL BE APPLIED TO THE SIDES OF SIDES OF DITCHES 05 DRAINAGE
SWALES AS INDICATED ON PLANS.
I. RIP RAP ENTIRE DITCH FOR SIX FEET IN ALL DIRECTIONS AT CULVERT OPENINGS.
J. SEED, FERTILIZER AND STRAW COVER SHALL BE APPLIED TO ALL OTHER DISTURBED
AREAS AND DITCHES, DRAINAGE, SWALES, NOT OTHERWISE RIP -RAPPED.
K. UNDER NO CIRCUMSTANCES WILL DITCHES, SWALES OR CULVERTS BE PLACED SO
THEY DIRECT WATER TOWARDS, OR PERMIT STANDING WATER IMMEDIATELY ADJACENT
TO SITE. IF OWNER DESIGNS OR ELEVATIONS CONFLICT WITH THIS GUIDANCE ADVISE
THE OWNER IMMEDIATELY, IN WRITING.
L. IF DITCH LIES WITH SLOPES GREATER THAN TEN PERCENT, MOUND DIVERSIONARY
HEADWALLS IN THE DITCH AND RIP RAP THE UPSTREAM SIDE OF THE HEADWALL AS
WELL AS THE DITCH FOR SIX FEET ABOVE THE CULVERT ENTRANCE.
M. SEED AND FERTILIZER SHALL BE APPLIED TO SURFACE CONDITIONS WHICH WILL
ENCOURAGE ROOTING. RAKE AREAS TO BE SEEDED TO EVEN THE SURFACE AND
LOOSEN THE SOIL.
N. SOW SEED IN TWO DIRECTIONS IN TWICE THE QUANTITY RECOMMENDED BY THE
SEED PRODUCER.
0. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE GROWTH OF SEEDED AND
LANDSCAPED AREAS BY WATERING UP TO THE POINT OF RELEASE FROM THE
CONTRACT. CONTINUE TO REWORK BARE AREAS UNTIL COMPLETE COVERAGE IS
OBTAINED.
3.5 PROTECTION
SPREADING
A. PROTECT SEEDED AREAS FROM EROSION BY STRAW TO A UNIFORM
LOOSE DEPTH OF 1-2 INCHES, STAKE AND TIE DOWN AS REQUIRED. USE OF
EROSION CONTROL MESH OR MULCH NET WILL BE AN ACCEPTABLE ALTERNATE.
B. ALL TREES PLACED IN CONJUNCTION WITH A LANDSCAPE CONTRACT WILL BE
WRAPPED, TIED WITH HOSE PROTECTION WIRE AND SECURED TO 2 1 INCH x 2
INCH x 4 FOOT STEEL ANGLE EXTENDING TWO FEET INTO THE GROUND ON FOUR
SIDES OF THE TREE.
C. ALL EXPOSED AREAS SHALL BE PROTECTED AGAINST WASHOUTS AND SOIL EROSION.
FENCE (IF REQUIRED)
1.1 WORK INCLUDED
REFER TO SITE PLANS FOR SIZE AND LOCATION OF FENCE AND GATES TO BE
INSTALLED.
1.2 RELATED WORK
A. COORDINATE FENCE GROUNDING WITH ELECTRICAL SUBCONTRACTOR.
B. REFER TO DIVISION 2 - CONCRETE FOR SPECIFICATION OF CONCRETE AND GROUT
1.4 SEQUENCING
A. IF THE SITE AREA HAS BEEN BROUGHT ON TO SURFACE COURSE ELEVATION PRIOR
TO FENCE CONSTRUCTION, FENCE POST EXCAVATION SPOILS MUST BE CONTROLLED
TO PRECLUDE CONTAMINATION OF SIDE SURFACE COURSE.
1.5 SUBMITTALS
A. MANUFACTURER'S DESCRIPTIVE LITERATURE.
B. CERTIFICATE OF COMPLIANCE THAT SPECIFICATIONS HAVE BEEN MET.
2.1 FENCE MATERIAL
A. ALL FABRIC WIRE, RAILS, POLES, HARDWARE AND OTHER STEEL MATERIALS SHALL
BE HOT -DIPPED GALVANIZED.
B. FABRIC SHALL BE SIX FOOT HIGH (VERIFY W/PROJECT MANAGER) TWO-INCH CHAIN
LINK MESH OF NO. 9 GAUGE (0.148') WIRE. THE FABRIC SHALL HAVE A KNUCKLED
FOR THE TOP AND BOTTOM EDGES, FABRIC SHALL CONFORM TO SPECIFICATIONS OF
ASTM A-392 CLASS 1.
C. ALL POSTS SHALL BE SCHEDULE 40 GALVANIZED STEEL PIPE AND SHALL BE TYPE
1 ASTM A-128 AND OF THE FOLLOWING DIAMETER (OD PER FENCE INDUSTRY
STANDARD).
LINE 4 INCHES
CORNER 4 INCHES
GATE 4 INCHES
D. ALL TOP AND BRACE RAILS SHALL BE 1 1/4" DIAMETER SCHEDULE - 40
MECHANICAL SERVICE PIPE. FRAMES SHALL HAVE WELDED CORNERS.
E. GATE FRAMES SHALL HAVE A FULL -HEIGHT VERTICAL BRACE AND A FULL -WIDTH
HORIZONTAL BRACE, SECURED IN PLACE BY USE OF GATE BRACE CLAMPS.
F. GATE HINGES SHALL BE MERCHANTS METAL MODEL 64386 HINGE ADAPTER WITH
MODEL 6409, 188 DEGREE ATTACHMENT, OR EQUAL.
G. THE GUIDE (LATCH ASSEMBLY) SHALL BE MERCHANTS METAL MODEL 2083, OR
EQUAL.
H. LATCHES, STOPS AND KEEPERS SHALL BE PROVIDED FOR ALL GATES.
I. ALL STOPS SHALL HAVE KEEPERS CAPABLE OF HOLDING THE GATE LEAF IN THE
OPEN POSITION.
J. DOUBLE GATE SHALL HAVE A HEIGHT PLUNGER BAR WITH DOME CAP.
K. A NO. 9 GAUGE ZINC COATED TENSION WIRE SHALL BE USED AT THE BOTTOM OF
THE FABRIC, TERMINATED WITH BAND CLIPS AT CORNER AND GATE POSTS.
L. PLACE A SIX INCH BY 1/2 INCH DIAMETER EYE -BOLT TO HOLD TENSION WIRE AT
LINE POSTS.
M. STRETCHER BARS SHALL BE 3/16 BY 3/4 INCH OR HAVE EQUIVALENT CROSS
SECTION AREA.
N. ALL CORNER GATE AND END PANELS SHALL HAVE A 3/8 INCH TRUSS ROD WITH
TURNBUCKLES.
0. ALL POST EXCEPT GATE POST SHALL HAVE A COMBINATION CAP AND BARBED WIRE
SUPPORTING ARM. GATE POSTS SHALL HAVE A DOME CAP.
P. OTHER HARDWARE INCLUDES BUT MAY NOT BE LIMITED TO TIE CLIPS, BAND CLIPS
AND TENSION BAND CLIPS.
Q. BARBED WIRE GATE GUARDS SHALL BE FITTED WITH DOME CAPS.
R. BARBED WIRE SUPPORT AND SHALL BE CAST IRON WITH SET BOLT AND LOCK WIRE
IN THE ARM.
S. ALL CAPS SHALL BE CAST IRON.
T. CONCRETE WILL BE MIXED PRIOR TO INSERTION INTO FENCE POST HOLE.
EXECUTION
3.1 EQUIPMENT
EXCAVATE POST HOLES WITH MECHANICAL AUGER EQUIPMENT
3.2 INSPECTION
EXCAVATE POST HOLES PER CONSTRUCTION DOCUMENTS. CONFIRM PROPER DEPTH AND
DIAMETER OF POST HOLE EXCAVATIONS.
3.3 INSTALLATION
A. POST FOUNDATIONS SHALL HAVE A MINIMUM SIX-INCH CONCRETE COVER UNDER
POST.
B. ALL FENCE POSTS SHALL BE VERTICALLY PLUMB WITHIN ONE INCH IN EIGHT FEET.
C. AT CORNER POSTS, GATE POSTS AND SIDES OF GATE FRAME, FABRIC SHALL BE
ATTACHED STRETCHER AND TENSION BAND -CLIPS AT 15 INCH INTERVALS.
D. AT LINE POSTS, FABRIC SHALL BE ATTACHED WITH BANDS -CLIPS AT 15 INCH
INTERVALS.
E. ATTACH FABRIC TO BRACE RAILS, TENSION WIRE TRUSS RODS WITH TIE CLIPS AT
FOOT INTERVALS.
F. A MAXIMUM GAP OF TWO INCHES WILL BE PERMITTED BETWEEN THE CHAIN LINK
FABRIC AND THE FINAL GRADE.
G. GATE SHALL BE INSTALLED SO LOCKS ARE ACCESSIBLE FROM BOTH SIDES.
H. CONCRETE FOR FENCE POST SHALL HAVE A MINIMUM OF 2,500 PSI BREAKING
STRENGTH AT 28 DAYS.
3.4 PROTECTION
UPON COMPLETION OF ERECTION, INSPECT FENCE MATERIAL AND PAINT FIELD CUTS OR
GALVANIZING BREAKS WITH ZINC -BASED PAINT COLOR TO MATCH THE GALVANIZED
PROCESS.
rlLNDOR:
,�Illllllll-w at&t
Your World. Delivered.
1001 TECHNOLOGY DR
LITTLE ROCK, AR 72223
PH: (501) 952-2040
!e
��
Branch
COMMUNICATIONS
n soi p7101 4 PRO"I M
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
'PRODUCED BY:
aE BOE14
MICHAEL T. DE BOER
965 WYNSTONE DRIVE
JEFFERSON, SD 57038
605-422-1548
'SITE NAME:
RAY WINDER
SITE NUMBER:
ARL01498
SITE ADDRESS:
2001 S PINE STREET
LITTLE ROCK AR 72204
l J
ENGINEER:
ARKANSAS `
�J 1%
REGISTERED y
PROFESSIONAL
ENGINEER �1
No.09847 iy
rTE� T
PE 9 91347 EXP. 1 /31/2019
NO
DATE
I DESCRIPTION
BY
A
ji2 18 17
PLACEMENT APPROVAL
PBJ
B
12/19/17
PRELIMINARY ISSUE
PBJ
C
12/19/1 7j
PRELIMINARY ISSUE
PBJ
0
4/11/18
CONST ISSUE
JWM
SHEET TITLE:
GENERAL NOTES
SHEETNUMBER:
G N 2
PROJECT #:
ARL014911
< VI l N'
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JD CKPBJ Y.
BPBJ
ELECTRICAL NOTES
SCOPE
1. SHALL INCLUDE ALL LABOR, MATERIALS AND APPLIANCES REQUIRED FOR THE FURNISHING, INSTALLING AND TESTING, COMPLETE AND
READY FOR OPERATION OF ALL WORK SHOWN ON THE DRAWING AS SPECIFIED HEREIN:
1. ELECTRIC SERVICE 4. MISCELLANEOUS MATERIALS
2. CONDUIT AND RACEWAY 5. TELEPHONE CONDUITS
3. CONDUCTORS 6. LIGHTNING ARRESTING SYSTEM
CODES
1. THE INSTALLATION SHALL COMPLY WITH ALL APPLICABLE LAWS AND CODES. THESE INCLUDE BUT ARE NOT LIMITED TO THE LATEST
EDITIONS OF:
A. THE NATIONAL ELECTRICAL SAFETY CODE C. LOCAL AND STATE AMENDMENTS
B. THE NATIONAL ELECTRIC CODE - NFPA-70 D. REGULATIONS OF THE SERVING UTILITY COMPANY
2. ALL PERMITS REQUIRED SHALL BE OBTAINED BY THE CONTRACTOR.
3. AFTER COMPLETION AND FINAL INSPECTION OF THE WORK, THE OWNER SHALL BE FURNISHED A CERTIFICATE OF COMPLETION AND
APPROVAL.
TESTING
1. UPON COMPLETION OF THE INSTALLATION, OPERATE AND ADJUST ALL EQUIPMENT AND SYSTEMS TO MEET SPECIFIED PERFORMANCE
REQUIREMENTS. ALL TESTING SHALL BE DONE BY QUALIFIED PERSONNEL.
GUARANTEE
1. IN ADDITION TO THE GUARANTEE OF THE EQUIPMENT BY THE MANUFACTURER, EACH PIECE OF EQUIPMENT SPECIFIED HEREIN SHALL
ALSO BE GUARANTEED FOR DEFECTS OF MATERIAL OR WORKMANSHIP OCCURRING DURING A PERIOD OF ONE (1) YEAR FROM FINAL
ACCEPTANCE OF THE WORK BY THE OWNER. WITHOUT EXPENSE TO THE OWNER ALL WARRANTEE CERTIFICATES & GUARANTEES
FURNISHED BY THE MANUFACTURERS SHALL BE TURNED OVER TO THE OWNER.
CO-ORDINATION
1, CONTRACTOR SHALL COORDINATE ALL WORK WITH THE POWER AND TELEPHONE COMPANIES AND SHALL COMPLY WITH ALL SERVICE
REQUIREMENTS OF EACH UTILITY COMPANY.
EXAMINATION OF SITE
1. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL VISIT THE SITE OF THE JOB AND SHALL FAMILIARIZE HIMSELF WITH ALL
CONDITIONS AFFECTING THE PROPOSED ELECTRICAL INSTALLATION AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF. FAILURE
TO COMPLY WITH THE INTENT OF THIS PARAGRAPH WILL IN NO WAY RELIEVE THE CONTRACTOR OF PERFORMING ALL WORK
NECESSARY FOR A COMPLETE AND WORKING SYSTEM OR SYSTEMS.
CUTTING, PATCHING AND EXCAVATION
1, COORDINATION OF ALL SLEEVES, CHASES, ETC., WILL BE REQUIRED PRIOR TO THE CONSTRUCTION OF ANY PORTION OF THE WORK.
i ALL CUTTING AND PATCHING OF WALLS, PARTITIONS, FLOORS, AND CHASES IN CONCRETE, WOOD, STEEL OR MASONRY SHALL BE DONE
AS PROVIDED ON THE DRAWINGS.
2. ALL NECESSARY EXCAVATIONS AND BACKFILLING INCIDENTAL TO THE WORK UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWING
SHALL BE PROVIDED BY THIS CONTRACTOR.
3
3. SEAL ALL PENETRATION THROUGH WALL AND FLOORS WITH APPROVED GROUT.
EXTERIOR CONDUIT
1_ ALL EXPOSED CONDUIT SHALL BE NEATLY INSTALLED AND RUN PARALLEL OR PERPENDICULAR TO STRUCTURAL ELEMENTS. SUPPORTS
AND MOUNTING HARDWARE SHALL BE HOT DIPPED GALVANIZED STEEL.
RACEWAYS
1. ALL CONDUCTORS SHALL BE INSTALLED IN CONDUIT. ALL CONDUIT SHALL BE RIGID STEEL, EMT OR SCH 40 PVC AS INDICATED ON
THE DRAWINGS.
2. WHERE INSTALLED ON EXTERIORS AND EXPOSED TO DAMAGE, ALL CONDUIT SHALL BE RIGID STEEL. ALUMINUM CONDUIT SHALL NOT BE
ALLOWED.
3. CONCEALED CONDUIT IN WALLS OR INTERIOR SPACES ABOVE GRADE MAY BE EMT.
4. UNDERGROUND CONDUITS SHALL BE RIGID STEEL OR SCHEDULE 40 PVC AS INDICATED ON THE DRAWINGS.
5. ALL CONDUIT RUNS SHALL USE APPROVED COUPLINGS AND CONNECTORS. PROVIDE INSULATED BUSHING FOR ALL CONDUIT
TERMINATIONS. ALL CONDUIT RUNS IN A WET LOCATION SHALL HAVE WATERPROOF FITTINGS.
6. PROVIDE SUPPORTS FOR ALL CONDUITS IN ACCORDANCE WITH NEC REQUIREMENTS. ALL CONDUITS SHALL BE SIZED AS REQUIRED BY
NEC.
7. BURIAL DEPTH OF ALL CONDUITS SHALL BE AS REQUIRED BY CODE FOR EACH SPECIFIC CONDUIT TYPE AND APPLICATION.
B. CONDUIT ROUTES ARE SCHEMATIC. CONTRACTOR SHALL FIELD VERIFY BEFORE BID. COORDINATE ROUTE WITH WIRELESS CARRIER AND
BUILDING OWNER.
EQUIPMENT
1. ALL DISCONNECT SWITCHES SHALL BE SERVICE ENTRANCE RATED, HEAVY DUTY TAPE.
2. NEW CIRCUIT BREAKERS SHALL BE RATED TO WITHSTAND THE MAXIMUM AVAILABLE FAULT CURRENT AS DETERMINED BY THE LOCAL
UTILITY. CONTRACTOR SHALL VERIFY MAXIMUM AVAILABLE FAULT CURRENT, AND COORDINATE INSTALLATION WITH THE LOCAL UTILITY
BEFORE STARTING WORK.
CONDUCTORS
1. FURNISH AND INSTALL CONDUCTORS CALLED FOR IN THE DRAWINGS. ALL CONDUCTORS SHALL HAVE TYPE THWN (MIN) (75- C)
INSULATION, RATED FOR 600 VOLTS.
2. ALL CONDUCTORS SHALL BE COPPER, THE USE OF ALUMINUM CONDUCTORS SHALL NOT BE ALLOWED. ALL CONDUCTORS SHALL BE UL
LISTED AND SHALL BE PROVIDED AND INSTALLED AS FOLLOWS:
A. MINIMUM WIRE SIZE SHALL BE #12 AWG.
B. ALL CONDUCTORS SIZE #8 AND LARGER SHALL BE STRANDED. CONDUCTORS SIZED #10 AND SMALLER MAY BE SOLID OR STRANDED.
C. CONNECTION FOR #10 AWG AND SMALLER SHALL BE BY TWISTING TIGHT AND INSTALLING INSULATED PRESSURE OR WIRE NUT
CONNECTIONS.
D. CONNECTION FOR #8 AWG AND LARGER SHALL BE BY USE OF STEEL CRIMP -ON SLEEVES WITH NYLON INSULATOR.
3. ALL CONDUCTORS SHALL BE COLOR CODED IN ACCORDANCE WITH NEC STANDARDS.
4. THE RACEWAY SYSTEM SHALL BE COMPLETE BEFORE INSTALLING CONDUCTORS.
PENETRATIONS
1. CONTRACTOR SHALL COMPLY WITH UL PENETRATIONS DETAILS FOR PENETRATIONS OF ALL RATED WALLS, ROOF, ETC.
GROUNDING
1. ALL ELECTRICAL NEUTRALS, RACEWAYS AND NON -CURRENT CARRYING PARTS OF ELECTRICAL EQUIPMENT & ASSOCIATED ENCLOSURES
SHALL BE GROUNDED IN ACCORDANCE WITH NEC ARTICLE 250. THIS SHALL INCLUDE NEUTRAL CONDUCTORS, CONDUITS, SUPPORTS,
CABINETS, BOXES, GROUND BUSSES, ETC. THE NEUTRAL CONDUCTOR FOR EACH SYSTEM SHALL BE GROUNDED BY ONE POINT ONLY.
2. PROVIDE GROUND CONDUCTOR IN ALL RACEWAYS.
3. PROVIDE BONDING AND GROUND TO MEET NFPA 780 - LIGHTNING PROTECTION AS A MINIMUM.
4. PROVIDE GROUNDING SYSTEM AS INDICATED ON THE DRAWINGS, AS REQUIRED BY THE NATIONAL ELECTRIC CODE AND RADIO
EQUIPMENT MANUFACTURER.
5. ALL GROUNDING SYSTEM CONDUCTORS AND CONNECTIONS BELOW GRADE SHALL BE THERMAL WELDS AT GROUND RODS AND AT A
MIN. OF 30" BLOW GRADE.
6. ALL INSTALLATIONS SHALL BE VERIFIED.
7. ALL GROUND WIRE SHALL BE #2 AWG BARE SOLID TINNED COPPER UNLESS NOTED OTHERWISE.
8. ALL GROUND WIRES SHALL PROVIDE A STRAIGHT DOWNWARD PATH TO GROUND RING WITH GRADUAL BEND AS REQUIRED. GROUND
WIRES SHALL NOT BE LOOPED OR SHARPLY BENT.
9. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF GROUND RODS AND GROUND RING WITH FOUNDATION AND UNDER GROUND
CONDUIT.
10. EACH EQUIPMENT CABINET SHALL BE CONNECTED WITH (2) #2 AWG INSULATED SOLID TINNED COPPER WIRE TO GROUND BAR.
EQUIPMENT CABINETS SHALL EACH HAVE (2) CONNECTIONS.
11. ANTENNA GROUND KITS SHALL BE FURNISHED BY AT&T MOBILITY AND INSTALLED BY ELECTRICAL CONTRACTOR.
12. KOPR-SHEILD ANTI -OXIDATION COMPOUND SHALL BE USED ON ALL GROUNDING CONNECTIONS.
13. ALL EXOTHERMIC CONNECTIONS SHALL BE INSTALLED UTILIZING THE PROPER CONNECION/MOLD AND MATERIAL FOR THE PARTICULAR
APPLICATION.
14. ALL BOLTED GROUNDING CONNECTIONS SHALL BE INSTALLED WITH A LOCK WASHER UNDER THE NUT. HARDWARE FOR BOLTED
CONNECTIONS SHALL BE A MINIMUM OF 3/8'" AND SHALL BE STAINLESS STEEL
15. GROUNDING WIRE SHALL NOT BE INSTALLED OR ROUTED THROUGH HOLES IN ANY METAL OBJECTS OR SUPPORTS TO PRECLUDE
ESTABLISHING A "CHOKE" POINT.
16. PLASTIC CLIPS OR METAL CLIPS WHICH DO NOT COMPLETELY SURROUND THE GROUNDING CONDUCTORS SHALL BE USED TO FASTEN
AND SUPPORT GROUNDING CONDUCTORS. FERROUS METAL CLIPS WHICH COMPLETELY SURROUND THE GROUNDING CONDUCTOR SHALL
NOT BE USED.
17. STANDARD BUSS BARS (CIGBE AND MIGB) SHALL BE FURNISHED AND INSTALLED. THEY SHALL NOT BE FABRICATED OR MODIFIED IN
THE FIELD.
18. THE GROUNDING CONNECTION TO THE POWER AND TELCO SECTIONS OF THE PPC CABINET SHALL BE MADE BY CONNECTION A
CONDUCTOR FROM THE GROUND RING TO THE FACTORY FURNISHED BUSS BAR IN EACH COMPARTMENT.
19. THE CONTRACTOR SHALL SUPPLY AT&T MOBILITY WITH RESULTS FROM PRE -CONSTRUCTION (CO -LOCATION ONLY) AND
POST -CONSTRUCTION OHM TESTING (GROUND) RESULTS.
20. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE A "FALL OF POTENTIAL" TEST ON THE NEW SUPPLEMENTAL GROUND FIELD
PRIOR TO FINAL CONNECTION OF THE GROUNDING SYSTEM TO EQUIPMENT. THE TEST SHALL BE PERFORMED BY A QUALIFIED AND
CERTIFIED TESTING AGENT, PROVIDE INDEPENDENT TEST RESULTS TO THE PROJECT MANAGER FOR REVIEW, THE GROUND SYSTEM
RESISTANCE TO EARTH SHALL NOT EXCEED 5 OHMS. IF THE GROUND TEST EXCEEDS THE MAX. OF 5 OHMS, THE CONTRACTOR SHALL
BE RESPONSIBLE TO PROVIDE ADDITIONAL GROUND CONNECTIONS AS REQUIRED TO MEET THE 5 OHMS MAX.
21. IF COAX ON ICE BRIDGE IS MORE THAN 6'-D" FROM A GROUND AB AT THE BASE OF THE TOWER, A SECOND GROUND BAR WILL BE
NEEDED AT THE END OF THE ICE BRIDGE RUN TO GROUND THE COAX GROUND KIT AND THE IN -LINE SURGE ARRESTOR (SURGE
ARRESTORS INSTALLED BY LUCENT ONLY HAVE A 6'-0" LEAD)
22. CONTRACTOR SHALL REPAIR/REPLACE EXISTING GROUNDING SYSTEM COMPONENTS DAMAGED DURING CONSTRUCTION AT THE
CONTRACTORS EXPENSE.
VENDOR:
at&t
Your World. Delivered.
1001 TECHNOLOGY DR
LITTLE ROCK, AR 72223
PH: (501) 952-2040
1�e�
Branch
COMMUNICATIONS
1501 LTIr ✓1S PROVUCr
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
rPRODUCED BY:
DE BOEf?
MICHAEL T. DE BOER
965 WYNSTONE DRIVE
JEFFERSON, SO 57038
605-422-1548
SITE NAME:
RAY WINDER
SITE NUMBER:
ARL01498
SITE ADDRESS:
2001 S PINE STREET
LITTLE ROCK AR 72204
S
'10 � A��F
ARKANSAS
REGISTERED
PROFESSIONAL
ENGINEER
*** 1�
No.9847 +j
T
PE # 9847 EXP. 12/31/2019
NO
DATE
DESCRIPTION
BY
A
12 18 1
PLACEMENT APPROVAL
PBJ
B
12J19/17
(PRELIMINARY ISSUE
PBJ
C
12 19. 171PRELIMINARY
ISSUE
PBJ
0
4111J18
CDNST ISSUE
JWN
SHEET TITLE:
GENERAL NOTES
SH E1 NUMBER:
G � �I w 3
PROJECT #:
ARLO14911
REVISION:
BY:PBJ IC KD BY-
PBJO
PROJECT NOTES
1. ALL REFERENCES TO THE OWNER IN THESE DOCUMENTS SHALL BE CONSIDERED T—MOBILE OR ITS
DESIGNATED REPRESENTATIVE.
2. ALL WORK PRESENTED ON THESE DRAWINGS MUST BE COMPLETED BY THE CONTRACTOR UNLESS NOTED
OTHERWISE. THE CONTRACTOR MUST HAVE CONSIDERABLE EXPERIENCE IN PERFORMANCE OF WORK
SIMILAR TO THAT DESCRIBED HEREIN. BY ACCEPTANCE OF THIS ASSIGNMENT, THE CONTRACTOR IS
ATTESTING THAT HE DOES HAVE SUFFICIENT EXPERIENCE AND ABILITY. THAT HE IS KNOWLEDGEABLE OF
THE WORK TO BE PERFORMED AND THAT HE IS PROPERLY LICENSED AND PROPERLY REGISTERED TO DO
THIS WORK IN THE STATE OF SOUTH CAROLINA.
3. WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE IBC 2015.
4. UNLESS SHOWN OR NOTED OTHERWISE ON THE CONTRACT DRAWINGS, OR IN THE SPECIFICATIONS, THE
FOLLOWING NOTES SHALL APPLY TO THE MATERIALS LISTED HEREIN, AND THE THE PROCEDURES TO BE
USED ON THIS PROJECT.
5. ALL HARDWARE ASSEMBLY MANUFACTURER'S INSTRUCTIONS SHALL BE FOLLOWED EXACTLY AND SHALL
SUPERSEDE ANY CONFLICTING NOTES ENCLOSED HEREIN.
6. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO
INSURE THE SAFETY OF THE STRUCTURE AND IT'S COMPONENT PARTS DURING ERECTION AND/OR FIELD
MODIFICATIONS. THIS INCLUDES BUT IS NOT LIMITED TO, THE ADDITION OF TEMPORARY BRACING, GUYS
OR TIE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE
PROPERTY OF THE CONTRACTOR AFTER THE COMPLETION OF THE PROJECT.
7. ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS SHOWN ON THE DRAWINGS SHALL BE FIELD
VERIFIED BY THE CONTRACTOR PRIOR TO BEGINNING ANY MATERIALS ORDERING, FABRICATION OR
CONSTRUCTION WORK ON THIS PROJECT. CONTRACTOR SHALL NOT SCALE CONTRACT DRAWINGS IN LIEU
OF FIELD VERIFICATIONS. ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF
THE OWNER AND THE OWNER'S ENGINEER. THE DISCREPANCIES MUST BE RESOLVED BEFORE THE
CONTRACTOR IS TO PROCEED WITH THE WORK. THE CONTRACT DOCUMENTS DO NOT INDICATE THE
METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE
SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND
PROCEDURES. OBSERVATION VISITS TO THE SITE BY THE OWNER AND/OR THE ENGINEER SHALL NOT
INCLUDE INSPECTION OF THE PROTECTIVE MEASURES OR THE PROCEDURES.
B. ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF GOOD QUALITY, FREE FROM FAULTS
AND DEFECTS AND IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. ANY AND ALL SUBSTITUTIONS
MUST BE PROPERLY APPROVED AND AUTHORIZED IN WRITING BY THE OWNER AND ENGINEER PRIOR TO
INSTALLATION. THE CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO THE KIND AND QUALITY
OF THE MATERIALS AND EQUIPMENT BEING SUBSTITUTED.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY
PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR
ENSURING THAT THIS PROJECT AND RELATED WORK COMPLIES WITH ALL APPLICABLE LOCAL, STATE, AND
FEDERAL SAFETY CODES AND REGULATIONS GOVERNING THIS WORK.
10. ACCESS TO THE PROPOSED WORK SITE MAY BE RESTRICTED. THE CONTRACTOR SHALL COORDINATE
INTENDED CONSTRUCTION ACTIVITY, INCLUDING WORK SCHEDULE AND MATERIALS ACCESS, WITH THE
RESIDENT LEASING AGENT FOR APPROVAL.
11. ALL PERMITS THAT MUST BE OBTAINED ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR
WILL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS.
I 12.IN APPLICABLE, ALL CONCRETE WORK SHALL COMPLY TO LOCAL CODES AND THE ACI 318-08,
'j "BUILDING REQUIREMENTS FOR STRUCTURAL CONCRETE"
ji 13. 24 HOURS PRIOR TO THE BEGINNING OF ANY CONSTRUCTION, THE CONTRACTOR MUST NOTIFY THE
IIII APPLICABLE JURISDICTIONAL (STATE, COUNTY, OR CITY) ENGINEER.
14. ALL MATERIALS AND WORKMANSHIP SHALL BE WARRANTED FOR ONE YEAR FROM ACCEPTANCE DATE.
15. ALL TOWER DIMENSIONS SHALL BE VERIFIED WITH THE PLANS (LATEST REVISION) PRIOR TO COMMENCING
CONSTRUCTION. NOTIFY THE ENGINEER IMMEDIATELY IF ANY DISCREPANCIES ARE DISCOVERED. THE
OWNER SHALL HAVE A SET OF APPROVED PLANS AVAILABLE AT THE SITE AT ALL TIMES WHILE WORK IS
BEING PERFORMED. A DESIGNATED RESPONSIBLE EMPLOYEE SHALL BE AVAILABLE FOR CONTACT BY
GOVERNING AGENCY INSPECTORS.
16. ALL TOWER MODIFICATION WORK SHALL BE IN ACCORDANCE WITH TIA-1019—A STANDARD FOR
INSTALLATION, ALTERATION AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS.
ABBREVIATIONS
A — AMPERE
PNL — PANEL
AFG — ABOVE FINISHED GRADE
PNLBO — PANELBOARD
ATS — AUTOMATIC TRANSFER SWITCH
PVC — SCH 40 RIGID NON—METALLIC CONDUIT
AWG — AMERICAN WIRE GAUGE
RGS — RIGID GALVANIZED
STEEL CONDUIT
BCW — BARE COPPER WIRE
SW — SWITCH
BFG — BELOW FINISHED GRADE
TGB — TOWER GROUND BAR
BKR — BREAKER
UL — UNDERWRITERS LABORATORIES
C — CONDUIT
V — VOLTAGE
CKT — CIRCUIT
W — WATTS
DISC — DISCONNECT
XFMR — TRANSFORMER
EGR — EXTERNAL GROUND RING
XMTR — TRANSMITTER
EMT — ELECTRIC METALLIC TUBING
FSC — FLEXIBLE STEEL CONDUIT
LEGEND
GEN — GENERATOR
GPS — GLOBAL POSITIONING SYSTEM
----UGP----
UNDERGROUND ELECTRICAL CONDUIT
GIRD — GROUND
----UGT----
UNDERGROUND TELEPHONE CONDUIT
IGB — ISOLATED GROUND BAR
®
KILOWATT — HOUR METER
IGR — INTERIOR GROUND RING (HALO)
--------
UNDERGROUND BONDING AND
GROUNDING CONDUCTOR
KW — KILOWATTS
GROUND ROD
NEC — NATIONAL ELECTRIC CODE
CAOWELD
PCS — PERSONAL COMMUNICATION SYSTEM
GROUND ROD WITH INSPECTION WELL
PH — PHASE
MECHANICAL CONNECTION
VENDOR:
a t & t
Your World. Delivered.
1001 TECHNOLOGY DR
LITTLE ROCK, AR 72223
PH: (501) 952-2040
a�
Branch
COMMUNICATIONS
A SC:I-,,710NS 111 Ju,,Om
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
PRODUCED BY:
of BOE-i4I
MICHAEL T. DE BOER
965 WYNSTONE DRIVE
JEFFERSON, SO 57038
605-422-1548
SITE NAME:
RAY WINDER
SITE NUMBER:
ARL01498
SITE ADDRESS:
2001 S PINE STREET
LITTLE ROCK AR 72204
ENGINEER:
�.AfOVZO—
Ir
AR S
_s
REGISTERED
PROFESSIONAL
ENGINEER
o.984,7,�
PE jg 9847 EXP. 12/31 2019
NO
DATE
DESCRIPTION
BY
A
i2 1B 17
PLACEMENT APPROVAL
PBJ
B
12/19/17
PRELIMINARY ISSUE
PBJ
C
12, 19/17
PRELIMINARY ISSUE
PBJ
0
4/11/18
ICONST ISSUE
.)WM
SHEET TITLE:
GENERAL NOTES
SHEETNUMBER.
IGN4
PROJECT #:
ARL01498
REVI ! N.
0
PBJ
CxPBJ BY:
a
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SURVEYOR'S NOTES
cr 30' 60, 1, This is an As Butt Tower Survey. mods on the ground under the supervlsaxi of an Arktneat
Regis crud Land Saneyar. Ante of field survey is November 24. 2015.
2. Tore following survey'nq 'nstrurmnty wora used at Ilona of Raid •'init Mikan NPL-S52, Total Stollen,
Rafleclortess and h1por + Lem E RYK. GO 1ll
3. 0eodngs are based on Arkansas Korth Stots Plane -Coordinates NA7 83 by CPS ooserval
SCALE: 1 " = 30' 4. No underground Ltiltes, underground sndaacf:rtuen# or Il foundations weea mill -red or
located as a port of this survey, unless olhlil stl Tress and all net loaalad, unlash
otherwise shown.
S. Beneimarlk used Is a CPS ContInuousty Oparatinq Refer4ncs Slat;or. PtO EJ1716. Onats banahrc1Wk
Is as shown hereon. E--ewtians sheen are in feet and refer to NAW) 89.
6. This sa•vwy map conducted for the purpose of an As Bull Tower Survey only, and is not intended to
deirmata the reguio,ofy juYa6c.lan of any fades), stall raglanol of Ioe¢1 agency, beard, commes:an
or a1?ter slmllar cnilbr.
7. Attention ip d'Yaelea to the fact ;hat tit* ;urvoy may have bean raduced enloigerd in airs due la
reproduction. This shauid be token into tomli de'otion hen obtaining tamed dolt.
& This Survey rue conducted without the banal l of an Abstract Title nearer..
9. Survayar hereby states t14 Caadetia CaardPnatep and t,e elevation shown for the praFGsed uenf Kil:na
of the tower are oraxusate in withiy +%•• 20 feat horizontu9y and to within +/-• 3 fact re^`rd;y (VtA
Al Cods ,A).
10. Survey drawn hsrson aanforms t4 the WmImurn 9tg0rvni4P.te a's "It fQrkh, ky t!•s £toes 9Mrh fnf
a Class 'A' Survey.
11. Field data upon welch tl'q map or plot Is based has a clesl preciaim of nut less than
or,,e-faat 'n 15.000 feat (1':1S,00131 and an ongutar ►roar that doer rat excead 10 slacor.ap 'rras the
aduare root of the number of orglas turned. Bald Irarerae was rat edjustsd.
12. ?ie survey, is rat va'Id without the arginal sIgnaturn and the original seal of a state licensed
st rvsyor and mu per.
134 tM survey doss net conatilute a boundary survey of the Parent Trocl. Any paretil troct property
flues shown heisaan era from supplied in'amotian and may not be Bold varnd.
¢P �-��~ -O�s 14. I.Ga1 camcriptiau arm re!ete.`iceA 'rom a plior auh'ey aar•orlod by f ill Aikgn7py SJrvgyintj,
7 --� 0. �Op" �_ Inc„ dated Auquet 26, 2013.
v f-ROW J
f l I El3110E/ticsu a" , JOHNW dt ERICA MILLER l
O.B. 20063 fi3 PC. H5a D.13. C5. PG. 145M
r 41r,5 CHAPEL C•All Pli)a 34L1ti400083CU lollSsL184000ffC00
fl.tf. 00, PC- 724ZO 1] I
PArt�=_: 3SL1$4000t!'00 I I LOT 1 I
j I
its j I
25.00' 1 /2"R,:- R ' 2" DONCR_i"c
�.. RETA Nl iWLL ,/27tEBAR
S 6�•!2'a E
E
- � POT Iy 23:CD•'
N a7'12.42'
M
b
f 2' GATE � �*-'�•--0RAYEL'�-r
CENTER OF TOWER
z
w.
Ely4's
z
x L1L'SSOY
y
of 87" B'42' W
P08
30' ACCESS &
UTIll CASEMENT CRASS
0.02 ACRES*
I
I
9099Y A PAJLA EVERETTE
D.B. 99, PG, 32502
11"A13tti 3UL1D40008500
S' fZADER
CURB (Tip.)
2
�LOT
TREES
PARENT TRACT
AaA113 CHAPEL CHURCH
q
0,6. DO, PC, 51272
PARCEL: 34L1a40D0B40O
t07 3
I
l
I
5' CHAJINLINK FENCE LOT t I
W/.BkztBED WIRE
�-----------------i
I
LOT 5
Nf LtrfYCRS ,I40PON TO
0i nt ROCK
fx�'x R
PLOTTABLE EXCEPT1DN5
ittle Commitment No. 15-57,R issued by Cawrltrig Title Company
Exaa gilia Si L '
10_ hey. Kw, 20114003117 Affects; blanket in m(ura.
10. last. No. 2014039719 Affects; blanket In naiurc-
LEASE PARCEL
A po-t of Lots 2--3 do 4. BSsrri 9, Nalmoyers Adcll of lee Oty of :ittio Rack. R4*!*l County.
Arkansas o-ld bong mare fully desefil as Il, Comminc!nq at this No^thwoot Corner of tat 2.
Epock 9,Nei-nayers Addition of lt4 City of U tie Rock, Pulaski County. Arkcrsos and ran thence South
8'l c'aq. 12 min. 42 sac. Il for a Cilill of 25.00 fact to the Point of 9eginning of the head
harsin described; thence contirwTnq South 67 deg. 12 ruin. 42 sac. East fa' a distance of 70.00 feat:
IihvK* South 02 deg. 47 min. 15 sac. West for a diAco-.q of 60.00 foal: Thence North 87 dig. 12
rren. 42 no. Viest for a distance of 70 feet; thence North 02 deg. 47 mip, 15 sec. East for a
distance of 60.00 feet to the Point W. Bep-hel cor:lakinrog 0.10 acme, more or toss.
30' ACCESS It UTILITY EASEMENT
An Masse and Utinity Em-r-I bong .VIM f"f in wtrfth, 'i-00 fowl *14-+t 91ds if lie fouvin9
described cart"ne berg o part of Lour 2 and 3, 8IKk. 9, Natrneyeta Addition of the Gty u' ti» o
Rack. PAoskl Cosysty, Arkansas and tol Ton lull? dasrr`trad as follaaa: Cunvnerci:oq at the
Nwtmrsel Carrier of Lot 2. Block 9. Ne rreyOnr AddAl of the City of Llitle Ruck, Puloak; Cot rty,
kkonsoa and run thence Soo.4I 37 daq. 12 rrom 42 sec. East for a dlatorce of 25.00 feat thence
South 02 deq. 47 m'rr. 18 mac. Ecpt for a ofteancs a' 30.00 foot to the Pa1nt of Begnw-wj of said
can;ers.na of easement: therce North $7 ga4. 12 min. 42 sec. Welt for a tFstal of 29.00 foot to
the Point of Termir lvn of said Canterlins of eosemo•l an the East fight -of --Way [he of South tine
Street, co -ill l rlq 0.02 acres, more or lean.
SURVEYOR'S CERTIFICATION
I hera'S� ppri fy to SBA Towers IXLLC.. a Florida I-Wtad Ill Company and Coaling Title Canary.
the FoLovring:
This surwsyar has recelyaa and reviewed that certain 111Es Commitment No. 15-579 issued by Cowling
T.14 Company i,h on efleeUvs dote of October 29, 2015 , which proposed to vreure tr-e rands
dsscrill under its SchaJu.`e A.
this surveyor knows of his own knowledge Il the lanes described ur•.Car sold Schedule A of the Ttla
Commitmant contalr. or Include thv r•onds elsa:tribed in and dO;et" on %his survey.
This surveyor furthor knorr3 to the beat of his knCatedgs that the ecownonto of record cr.d Idenli rad
ursrfer 90rwdukr 8-2 of all T ifs Commttmert ancarnber the Ands dsacr'bsd on 9'4 ourway, but aa;d
easements will not Interfsra worth eta --ration of Ile proposed Insured lands, Inckudfng the toaaed area
rand any and all acassp. utiuy arrd guy write tostment parcels,
TOWER INF
TOWER TYPE; MONOPOLE
LitT1TU0E; 3443`A.4r NORTH
L04CMDEt 9719'01.3e WEST
43)
GROUh 10IELEVATIOW 312'
ADM MEAN S'E11 L--VEL (NAVD55)
TOP OF TOWM 95' ABOVE GRADE
404ST APe' 119TEMANI : L 014TWNG I
ROD) 39' MOVE GRADE
WE A(WESS;
2001 S PINE STREET
Ln LE ROCK. AR 7x206
VICINITY 1dAP I , , , t
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d DECLINATION
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1.000045474 012
W
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0 s 518" REW S£i an
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POO = Fwr OF BEG00MG
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a7 � ao
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I further cartify Ikea all parts of tW4 survey and drowinr, have been eornpieted In accordance with the By qm y plotUng only, the eubjett d
current roquiromants of the Stonecres of rustics for Survsyinq in the S%ols of Amensos to the best prvl'orty appears to Ile in Zone x ill!
of my knmdedgs, information. crA ?chief, of tMa Klood tr9urarro Rasa ticp -
Arkarsas license No, 1425
1678 Montgomery Ifillhway Suita 104
Hoover, Alcbar'ne 35216
205-919-0702
Comnl Pane, No. U51 t 9CDa52G.
which bears art effeehe date of �
C7/06/2015 and IS NOT in a specialW_.Mmo
food haxord %rso. �
zone X; Aram dateraix►sd to tie �
outside the 0219 anrtjol chuns A
,.ocdpkAn.
RAY WINDER
SBLN
AD
NELMEYERR ADDIMONITIaN LITi1E ROCK
PULASKI COUNTY, AR ANSM �
F"
I OVERALL LAYOUT PLAN
I
SEE SHEET A6 FOR
CIVIL DETAILS 11
TRUE NORTH
(0.31-E)
MAG
VENDOR:
a t & t
Your World. Delivered,
L_.
1001 TECHNOLOGY DR
LITTLE ROCK, AR 72223
PH: (501) 952-2040
Branch
COMMUNICATIONS
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
PRODUCED BY:
DE BOHR I
MICHAEL T. DE BOER
965 WYNSTONE DRIVE
JEFFERSON, SO 57038
605-422-1548
SITE NAME:
RAY WINDER
SITE NUMBER:
ARL01498
SITE ADDRESS:
2001 S PINE STREET
LITTLE ROCK AR 72204
1101 Y' st A+ E F �L
ARKANSAS
REGISTERED
PROFESSIONAL
ENGINEER
No.9847
�T.�.I�i
PE 9847 EXP. 12_/31/2019
0181
NO
DATE
DESCRIPTION
BY
A
12 18 17
PLACEMENT APPROVAL
PBJ
B
12/19/17
PRELIMINARY ISSUE
P8J
C
12/19. 1
PRELIMINARY ISSUE
PBJ
01
4/11/18
1CONST ISSUE
JW
:SHEET TITLE:
OVERALL LAYOUT PLAN
SHEETNUMBER:
L 1
PROJECT
ARLO1496
1 1UN;
0
PBJ CKD BY.
EXISTING 94' MONOPOLE
RE: 2/A3
PROPOSED RF SIGNAGE & FCC - —
NUMBER SIGNAGE TO BE PLACED ON
TOWER FACE ABOVE EYE LEVEL IF
DAMAGED, MISSING OR NEW
CONSTRUCTION
E
� 1
1
LESSOR 30' ACCESS/UTILITY
-- Mutl -- MUa -- M08 -- ROW ----ROW--- ROW -- ROW ROW -- ROW—
r
r --
` SEE SHEET A6 FOR
EXISTING 42'—B"X61'-2" �O� j CIVIL DETAILS
FENCE COMPOUND '
rr
i
� 4
EXISTING MULTI —TENANT UTILITY
RACK, RE: 1 &2/E3
/' z
► 70 _D"
EXISTING FIBER VAULT --
••.+
PLACED BY LOCAL
LEASE AREA
UTILITIES, RE: SHEET Ell
'
rr
61'-2"
FENCED COMPOUND
I
1
r
EXISTING 12' ACCESS
ROAD /
EASEMENT
'
PROPOSED RF SIGNAGE, —
1
RE A7:
a
1
ro
EXISTING 12' COMPOUND
+
GATE
4
AT&T EQUIPMENT
RE: 1 /A2
1 1
1
EXISTING GRAVEL
'
COMPOUND RE: 5/A5
r
EXISTING 60'x7O' LEASE
Y 'c
1
1
u
a
a '
COMPOUND PLAN
I
N
x
I EBRIDG
■lid
IILHL
x
ix
SCALE:
0' 10, 20' 40' 60'
PROPOSED AT&T WIRELESS
CELLULAR ICE BRIDGE, RE: 1 /A4
PROPOSED AT&T WIRELESS
CELLULAR SHELTER, RE: 1/S1
FOR SHELTER FOUNDATION
AT&T EQUIPMENT SHELTER WITH
16'X22' LEASE AREA, RE: 1/A2
EXISTING 6'-0" CHAIN LINK FENCE,
RE: 1/A5 (IF REPLACEMENT REQUIRED
OR NEW CONSTRUCTION)
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0
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0
0
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to
6
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TRUE NORTH
(0.31-E)
MAG
VENDOR:
1
at&t
Your World. Delivered.
1001 TECHNOLOGY DR
LITTLE ROCK, AR 72223
PH: (501) 952-2040
Branch
COMMUNICATIONS
ASCII UT101A PPC)Vr Ea
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
PR�ED BY:
DE BOH
MICHAEL T. DE BOER
965 WYNSTONE DRIVE
JEFFERSON, SO 57038
605-422-1548
SITE NAME:
RAY WINDER
SITE NUMBER:
ARL01498
SITE ADDRESS:
2001 S PINE STREET
LITTLE ROCK AR 72204
ENGINEER:
��+�`• S� Al ��� +i
ARKANSAS
LL_J
REGISTERED
PROFESSIONAL y
ENGINEER
No.9847 ,j
T • 19 �18
IVO
A
DATE
12 18/17
DESCRIPTION
PLACEMENT APPROVAL
BY
PBJ
B
12I19/17
PRELIMINARY ISSUE
PBJ
C
12%19 1
PRELIMINARY ISSUE
PBJ
0
4/11/18
CONST ISSUE
JWM
:SHEET TITLE:
COMPOUND PLAN
SH NUMBER!
Al
PROJECT #:
ARL01498
REVISION:
O
EPBJ
CKDB ay:
TYPE
2 SHELTER
—
AT&T 16'X22' EQUIPMENT SHELTER
LEASE AREA
PROPOSED DIESEL GAS
TELCO JUNCTION BOX
GENERATOR
HATCH PORT, TYP.
4'x4' SHELTER DOOR STOOP, RE:
SHELTER DOOR ICE SHIELD
SHELTER WORK LIGHT
CONDUIT ROUTED THROUGH
MODULAR SHELTER GENERATOR
PAD
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ion won
on won on won
TELCO BOARD
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2'-0"
20'-0"
m
•
SHELTER FOUNDATION
v
22'-0"
EQUIPMENT LEASE
EQUIPMENT LAYOUT
SCALE: I��
-
0' 1'
0
5'
10,
VENDOR:
S. a t & t
Your World. Delivered.
1001 TECHNOLOGY DR
LITTLE ROCK, AR 72223
PH: (501) 952-2040
6:r::�
Branch
COMMUNICATIONS
A tip -, mows PoViora.
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
PRODUCED BY:
►DE BQER
MICHAEL T. DE BOER
965 WYNSTONE DRIVE
JEFFERSON, SO 57038
605-422-1548
SITE NAME:
RAY WINDER
SITE NUMBER:
ARL01498
SITE ADDRESS:
2001 S PINE STREET
LITTLE ROCK AR 72204
ENGINEER:
0Il`'ir StPTE T+
ARKANSAS
`LJ
REGISTERED
PROFESSIONAL 1
ENGINEER �1
NO.9847
PE # 9847 EXP. 12 31 2019
NO
DATE
I DESCRIPTION
BY
A
12 1H 1713LACEMENT
APPROVAL
PBJ
B
12/19/1
PRELIMINARY ISSUE
PBJ
C
12/19/17
PRELIMINARY ISSUE
PBJ
0
4/11/18
iCONST ISSUE
JWfa
:SHEET TITLE:
EQUIPMENT LAYOUT
SHEETNUM :
%
AL
PROJECT �!:REVISION:
ARL0149B
0
BY:
CR B�;
THESE DRAWINGS ARE NOT INTENDED TO REFLECT THE STRUCTURAL INTEGRITY OF THE TOWER. THE
PROPOSED ANTENNAS AND TRANSMISSION LINES SHOWN ARE REPRESENTATIVE IN NATURE AND DO
NOT REFLECT THE ACTUAL CONFIGURATIONS REQUIRED. THE CONTRACTOR SHALL REFER TO THE
STRUCTURAL ANALYSIS OF THIS TOWER SITE FOR THE APPROVED LOCATIONA U AND CONFIGURATION OF
ALL ANTENNAS AND TRANSMISSION LINES. ALL ANTENNAS MUST BE MOUNTED AND THE
TRANSMISSION LINES CONFIGURED IN STRICT ACCORDANCE WITH THE STRUCTURAL ANALYSIS.
(TOWER BY OTHERS)
NOTES:
THESE DRAWINGS HAVE BEEN
PREPARED TO DEPICT PROPOSED
OVERALL TOWER HEIGHT DIMENSION
AND SHALL NOT BE USED FOR
CONSTRUCTION CONTRACTOR TO VERIFY
TRUE HEIGHT WITH TAPE DROP
NOTES:
NOTES:
GENERAL CONTRACTOR TO
SUB —CONTRACTOR TO COMPLY WITH
NO MODIFICATION OF TOWER ADDITIONS
OBTAIN LATEST RFDS
ALL FCC AND FAA REGULATIONS ON
SHALL BE MADE WITHOUT APPROVED
BEFORE CONSTRUCTION FOR
THIS PROJECT
STRUCTURAL ANALYSIS PREPARED BY
EQUIPMENT VERIFICATION
OTHERS
EFER TO STRUCTURAL
FANALYSIS TO DETERMINE
2/A3
FEEDLINE PLACEMENT
PROPOSED LIGHTNING ROD
ALL STEEL SHALL BE
HOT —DIPPED GALVANIZED
— PROPOSED TOWER LIGHTING
TOP OF TOWER
ELEV. = 94'
ATRT ANTENNAS
_LLV. = 90.09'
FUTURE
ELEV. = 84'
FUTURE
ELEV. = 74
FUTURE
ELEV. = 64
EXISTING 94' MONOPOLE
CABLE NOTE:
1. CABLE ATTACHMENTS SHOULD
q FOLLOW MANUFACTURER
SPECIFICATIONS FOR ATTACHMENT
AND HANGING SPECS.
2. ROUTE COAX UP TOWER PER
STRUCTURAL ANALYSIS.
NOTES:
1. SIZE, HEIGHT AND DIRECTION OF
THE ANTENNA SHALL BE ADJUSTED TO
MEET AT&T SUPPLIED RFDS.
2. CONTRACTOR SHALL VERIFY HEIGHT
AND DIRECTION OF ANY MICROWAVE
DISHES WITH PROJECT MANAGER
3. ALL ANTENNA AZIMUTH TO BE FROM
TRUE NORTH.
1 TOWER ELEVATION
SCALE: N.T.S.
PROPOSED AT&T ANTENNAS ANTENNA ARRAY MOUNTING HARDWARE
MAY BE PROVIDED BY TOWER
ANTENNA CABLE AND ACCESSORY NOTES AND REQUIREMENTS:
GENERAL: PROVIDE
E ALL LABOR, EQUIPMENT, AND MATERIALS NECESSARY FOR RECEIVING, CONNECTIONS AT THE BASE TRANSMISSION
SYSTEM (BTS). THIS SHALL INCLUDE ALL EQUIPMENTS SHOWN OR REQUIRED FOR A COMPLETE OPERATING SYSTEM, ANTENNA,
ANTENNA CABLES, CONNECTORS, AND FITTING SHALL BE THIRD PARTY FURNISHED COMPONENTS AS SHOWN ON THE BILL OF
MATERIALS
2. MATERIALS:
2.1. ANTENNA CABLES: AS SCHEDULED
2.2. ANTENNA CONNECTORS: AS SCHEDULED
2.3. CABLE HANGERS: INSTALLED A MAXIMUM 4' SPACING
2.4. GROUND KITS —AS SPECIFIED
3. INSTALLATION:
3.1. ANTENNA CABLE LENGTHS SHALL BE FIELD MEASURED. INSTALLER SHALL NOTIFY AT&T PRIOR TO PURCHASE OF CABLES OF THE
OVERALL LENGTH REQUIRED.
3.2. CABLES SHALL BE LABELED IN ACCORDANCE WITH AT&T ELECTRICAL MATERIALS AND METHODS SPECIFICATIONS.
3.3. ALL CABLE CONNECTIONS OUTSIDE SHALL BE COVERED WITH WEATHERPROOFING TAPE.
3.4. THE MINIMUM BENDING RADIUS FOR ALL ANTENNA CABLES SHALL BE AS SHOWN BELOW OR PER THE MANUFACTURER, WHICHEW
IS MORE CONSERVATIVE:
CABLE IN AIR OR CABLE TRAY IN CONDUIT
1/2" 5" 10"
7/8" 10" 18"
1 5/8" 20" 28"
MANUFACTURER, CONTRACTOR TO BID 3.5. CABLES SHALL BE INSTALLED WITH THE MINIMUM NUMBERS OF BENDS. CABLE SHALL NOT BE LEFT UN —TERMINATED IN THE
SEPARATELY FIELD.
3.6. GROUND KITS— AFTER INSTALLATION OF GROUND STRAPS, THE CONNECTIONS SHALL BE MADE WEATHER TIGHT USING
REFER TO RFDS FOR ANTENNA WEATHERPROOF KITS AS IDENTIFIED ABOVE. GROUND PIGTAILS SHALL BE BROUGHT OUT IN THE DOWNWARD DIRECTION FROM THE
MOUNTING HEIGHTS, MODEL NUMBER, CONNECTION TO THE ANTENNA CABLE WITHOUT ANY SHARP BENDS (MINIMUM RADIUS 10") AND CONNECTION SHALL BE MADE TO
NOTES. AZIMUTHS, ETC. GROUNDING SYSTEM.
TOWER MANUFACTURER'S SPECS,
DESIGNS, FABRICATION, AND CONCRETE
FOUNDATION DESIGN WILL BE PROVIDE
BY TOWER VENDOR. TOWER SHOWN ON
THESE PLANS IS REPRESENTATIVE
ONLY TO THE TOWER TYPE.
NOTES:
GENERAL CONTRACTOR TO COMPLY
WITH NTP PACKAGE PROVIDED BY
TOWER OWNER
(9) PROPOSED AT&T
ANTENNA RE: LATEST RFDS
(8) PROPOSED AT&T
RRU's RE: LATEST
RFDS
SBA 94' MONOPOLEAE:
2/A3
(3) PROPOSED AT&T RAYCAP
SURGE SUPPRESSOR
DC6-45-60-18-8F
RE: LATEST RFDS
PROPOSED 12' HD PLATFORM
WITH COLLAR & ENHANCED
SUPPORT RAIL, RE: SHEET
A4
JUMPER SUPPORT
STAND—OFF WITH CUSHION
HANGERS OR STEEL
BRACKET WITH SNAP —IN
HANGER
,r] TYPICAL ANTENNA AZIMUTH PLAN (TOP VIEW)
L SCALE: N.T.S.
PROPOSED CABLING:
(6) 3/4" POWER CABLES
(3) 1/2" FIBER LINES
(1) RET CABLE
PROPOSED AT&T ANTENNA,
RE: LATEST RFDS
PROPOSED ROTATING 22.5'
2Z64. OF PROPOSED U—BRACKET,
(1 PER SECTOR)
S7 Z 1/2" COAX JUMPERS
,,,4FROM RRH TO ANTENNA
PROPOSED PIPR
MOUNTED RRU
U—BRACKET
SUPPORTS
PROPOSED RRU MOUNTED
ON PROPOSED U—BRACKET
PROPOSED RRU MOUNTED
ON PROPOSED ANTENNA
PLATFORM WITH RRU PIPE
MOUNT (TYP. 1 PER
SECTOR), RE SHEET A4
POWER AND FIBER FROM
RAYCAP
NOTES:
ONLY ONE SECTOR OF ANTENNA RRU'S
SHOWN FOR CLARITY, ALL SECTOR
WILL BE IDENTICAL REFER TO LATEST
RFDS
TRUE NORTH
(0.31'E)
MAG
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Your World. Delivered.
1001 TECHNOLOGY DR
LITTLE ROCK, AR 72223
PH: (501) 952-2040
Branch
COMMUNICATIONS
A SO UI I!, N6 P20'✓I DCR
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
PRODUCED BY:
ADE BOER
MICHAEL T. DE BOER
965 WYNSTONE DRIVE
JEFFERSON, SD 57038
605-422-1548
SITE NAME:
RAY WINDER
SITE NUMBER:
ARL01498
SITE ADDRESS:
2001 S PINE STREET
LITTLE ROCK AR 72204
ENGINEER: ��/I//�►���
ARKANSAS
REGISTERED
PROFESSIONAL
t ENGINEER �1
No 7
`rEL T . �����7 �18
PE 9S47 EXP, 12 31/2019
NO
DATE
I DESCRIPTION
BY
A
12 18 1
PLACEMENT APPROVAL
PBJ
B
12 19/1
PRELIMINARY ISSUE
PBJ
C
12/19/1
PRELIMINARY ISSUE
PBJ
0
4/11/18
CONST ISSUE
JWM
:SHEET TITLE:
TOWER ELEVATION,
ORIENTATION & DETAILS
SHEET NUMBER:
A3
PROJECT #:
ARL01498
VISION:
O
PBJ
CK EM
GPS ANTENNA
MOUNTED TO 1 1/4"
GRS RE: 2/A4
2'-2"
CABLING (TYP.)
I ICE BRIDGE DETAILS
SCALE: N.T.S.
o'—a" K1nx
ANTENNA PIPE TO BE RAISED fie.
2'-0" TO ACCOMMODATE RRU T+
MOUNT y
rs
PROPOSED 12' HD PLATFORM ,
WITH COLLAR & ENHANCED „
SUPPORT RAIL, RE: SHEET
A4
a
:IDGE
PRO
LATFORM WITH KICKER
.: N.T.S.
GPS ANTENN"
CROSS BAR
MOUNT &
HARDWARE
GPS SID
MOUNT I
2 GPS ANTENNA MOUNTING DETAIL
SCALE: N.T.S.
VENDOR:
a t & t
Your World. Delivered.
�1001 TECHNOLOGY DR
LITTLE ROCK, AR 72223
PH: (501) 952-2040
Branch
COMMUNICATIONS
,. sln UTions Pa')VIXP.
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
PRODUCED BY:
DH BQER
MICHAEL T. DE BOER
965 WYNSTONE DRIVE
JEFFERSON, SO 57038
605-422-1548
SITE NAME:
RAY WINDER
SITE NUMBER:
ARL01498
SITE ADDRESS:
2001 S PINE STREET
LITTLE ROCK AR 72204
ENGINEER:/I�/►ram
III/ 5-� AT E OF ".
AR s S
X REGISTERED M
PROFESSIONAL
ENGINEER 1�A1
No.9847 y�
>t��18
PE # 9847 EXP. 12/31 2019
NO
DATE
I DESCRIPTION
BY
A
12 18 17
PLACEMENT APPROVAL
PBJ
B
12/19/17
PRELIMINARY ISSUE
PBJ
C
12/19/17
PRELIMINARY ISSUE
PBJ
01
4/11/18
CONST ISSUE
JWM
SHEET_IIJLE:_EGUIDE BRIDGE
WAV DETAILS
SHEETNUMBER: PROJECT1REVISION:
AR048 A4 BY. CK BBY:
0
REFER TO FENCING CONCRETE WILL BE MIXED PRIOR TO
GENERAL NOTES ON GN2 INSERTION INTO FENCE POST HOLE
GATE LATCH, RE: 2/A6 -�
2" O.D. WELDED
FRAME (TYP.)
9 GA. 2"x2" FENCE FABRIC
GATE DETENT AND GATE STOP -
DETAIL, RE: 6/A6 AND 7/A6
1'
1/2" CROWN %
1 1/4" BRACE SCH. 40
PIPE (1 5/8" O.D.)
1 5/8" O.D.XSCH. ---\
40 MID BRACE RAIL
1/4"x3/4" STRETCHER BAR
DIAGONAL BRACE FOR
• ::: SITE LARGER THAN 50'-0"
i- '.:,;•;•; GATE GROUNDING,
?y RE: 4/G3
CORNER POST, MIRAFI FABRIC 50OX
SEE SCHEDULE EQUAL EQUAL
9 GA. TENSION WIRE AT
GATE POST, SEE SCHEDULE 12'-O" BOTTOM OF WIRE FABRIC
•1 PROPOSED FENCING DETAIL
I SCALE: N.T.S.
NOTE:
1. CONTRACTOR TO HAVE A BRANCH COMMUNICATIONS REPRESENTATIVE TO VERIFY PREVENTATIVE
WEED CONTROL MATERIAL HAS BEEN INSTALLED IN COMPOUND AND ACCESS ROAD PRIOR TO
PLACEMENT OF ROCK AGGREGATE.
3'-0" 12'--0" 3'-0"
io
If
6" COMPACTED DGA
(DENSE GRADE AGGREGATE)
SLOPE 1/4" PER
CUT WEED CONTROL FABRIC 1 EACH St
DRAINAGE r
DITCH = r : �� '_ i T a P� ?L :_ :eu ' 1,T :tl
GRADE 8" MINIMUM --'
COMPACTED FILL
PROPOSED ROAD DETAIL
SCALE: N.T.S.
NOTE:
1. CONTRACTOR TO HAVE A BRANCH COMMUNICATIONS REPRESENTATIVE TO VERIFY PREVENTATIVE WEED CONTROL
MATERIAL HAS BEEN INSTALLED IN COMPOUND AND ACCESS ROAD PRIOR TO PLACEMENT OF ROCK AGGREGATE.
6" OF #57 STONE POSITIVE SLOPE
-
4:1:.
WEED CONTROL FABRIC SUITABLE UNDISTURBED SUB -GRADE, REMOVE ALL
ORGANIC MATERIAL OR UNSUITABLE MATERIAL, COMPACT
PROPOSED COMPOUND DETAILS TO 91% (MIN.) PER STATE HIGHWAY STANDARD.
v SCALE: N.T.S.
10'-0"
.C- MAX.
3 STRANDS OF 12 1/2
GA. GALV. BARBED WIRE a
(CLASS III) 1
a
1 1/4" BRACE SCH. 40 ID
PIPE (1 5/8" O.D.) USED
ON CORNERS AND WHERE
FENCE IS 3 SPANS OR LESS In
WIRE FABRIC TO
TOUCH GRAVEL BASE
LINE POST, CORNER POST, SEE SCHEDULE
SEE SCHEDULE
FINISH GRAC
2500 PSI
CONCRETE
FENCE GROUNDING, RE: 3/G3
TYPICAL FENCING SIZES
6' HIGH FENCE
SIZE
POST FOOTING
LINE POST
4"0
9"0 X 48" DEEP
CORNER POST
4"0
12"0 X 60" DEEP
GATE POST
4"0
12"0 X 60" DEEP
GATE POSTS
LATCH CATCH
LATCH LOCK
ELEVATION
PLAN
r) GATE LATCH DETAIL
r- SCALE: N.T.S.
3/4" CHAMFER, 3" CUR.
TYP. AT ALL EDGES �P) #4 AT 12" O.C. EACH WAY
FINISHED GRADE TOP AND BOTTOM
(CRUSHED STONE) _j
U
M
Ar
io 41
ro a
12" STRUCTURAL FILL
COMPACTED TO 95% MOD
PROCTOR WITH 6" MAX. LIFTS
A COMPOUND /SHELTER DETAIL
SCALE: N.T.S.
1 5/8" O.D.
METAL GATE SCHEDULE. 40
DETENT PIPED
10"0
6 GATE DETENT DETAIL
SCALE: N.T.S.
L SET
HEIGHT
FINISH GRADE
2500 PSI
CONCRETE
�a
1
N
10"0
'7 GATE STOPIKEEPER DETAIL
I SCALE: N.T.S.
VENDOR:
at&t
Your World. Delivered.
1001 TECHNOLOGY DR
LITTLE ROCK, AR 72223
PH: (501) 952-2040
Branch
COMMUNICATIONS
A SOLUTIONS PPO:'I-
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
PRO BY:
►C7E 400ER I
MICHAEL T. DE BOER
965 WYNSTONE DRIVE
JEFFERSON, SD 57038
605-422-1548
SITE NAME:
RAY WINDER
SITE NUMBER:
ARL01498
SITE ADDRESS:
2001 S PINE STREET
LITTLE ROCK AR 72204
ENGINEER:
(I�'r•I SS A�4� a�
ARKANSAS
�J 1%
REGISTERED
PROFESSIONAL i
ENGINEER �I
No' 9847
T
EF
=+E�
NO
DATE
DESCRIPTION
BY
A
12 18, 1
(PLACEMENT APPROVAL
PBJ
B
12/19/1
(PRELIMINARY ISSUE
PBJ
C
12/19/171PRELIMINARY
ISSUE
PBJ
01
4/11/16
CONST ISSUE
JWN
'SHEET TITLE:
COMPOUND DETAILS
H tI NUMBER:
A5
PROJECT #:I
ARL01498
I
0
BY: 1K Bid
FACE
OF
CURB
1
GRASS
ENTRANCE 1'-6" 6" 6'-0" OR TO R/W LINE RIP -RAP
WHICHEVER IS GREATER (6"0 MIN.)CULVERT
w
1/2 WIDTH OF ENTRANCE z_ 0
FACE OF 1/4":1'
6' MINIMUM CURB
s r-Lrj z
w w m 1"1' }AA%' 1^x :l FL W a
EXPANSION JOINT ¢ a w MAN. '
(IF REQUIRED) I-- I- Q w
w
z Go
w w ra 1i
0 1
FLOW LINE & V) SECTION A -A SEE PLAN FINISH GRADE
N — �� �� EARTH COVER
SECTION ELEVATION AT GUTTER LINE ISOMETRIC VIEW
STANDARD ENTRANCE APRON (AS REQUIRED)
SCALE: N.T.S. WIRE MESH
REINFORCEMENT
PONDING HEIGHT/
PONDING HEIGHT
E
STEEL POST 36"
FILTER FABRIC
HIGH MAXIMUM FILTER FABRIC
STEEL POST 36"
HIGH MAXIMUM
{1Yy
FLOW
3/4" MINIMUM
3/4" MINIMUM
DRAIN ROCK
DRAIN ROCK
i
0
IP
N
1 N
J
6"x8" TRENCH WITH
6"x8" TRENCH WITH
COMPACTED BACKFILL
COMPACTED BACKFILL
5
TRENCH DETAIL
WIRE BACK SJLT FENCE
n
SILT FENCE
INSTALLATION:
1. THE FENCE SHOULD BE PLACED ACROSS THE SLOPE ALONG A LINE OF UNIFORM ELEVATION (PERPENDICULAR TO THE
DIRECTION OF THE FLOW). THE FENCE SHOULD BE LOCATED AT LEAST 10' FROM THE TOE OF STEEP SLOPES TO PROVIDE
SEDIMENT STORAGE AND ACCESS FOR MAINTENANCE AND CLEAN OUT.
2. DRIVE THE STEEL POST AT LEAST 18" INTO THE GROUND, SPACING THEM NO FURTHER THAN 6'-0" APART.
3. POST SHOULD BE INSTALLED, WITH 1" TO 2" OF THE POST PROTRUDING ABOVE THE TOP IF THE FABRIC AND NO LESS THAN
3'-0" OF THE POST SHOULD PROTRUDE ABOVE THE GROUND. THE MINIMUM FENCE HEIGHT (HEIGHT OF FILTER ABOVE GRADE)
SHALL BE 24". THE MAXIMUM FENCE HEIGHT (HEIGHT OF FILTER FABRIC ABOVE GRADE) SHALL BE 36".
4. THE FILTER FABRIC SHOULD BE PURCHASED IN A CONTINUOUS ROLL AND CUT TO LENGTH OF THE BARRIER TO AVOID THE
USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHOULD BE WRAPPED TOGETHER ONLY AT A SUPPORT POST
WITH BOTH ENDS SECURELY FASTENED TO THE POST, WITH A MINIMUM 6" OVERLAP.
5. EXTRA -STRENGTH FILTER CLOTH (50 POUND/LINEAR INCH MINIMUM TENSILE STRENGTH) SHOULD BE USED. A 2" WIDE LATHE
SHALL BE STAPLED OVER THE FILTER FABRIC TO SECURELY FASTEN IT TO THE UPSLOPE SIDE OF THE POSTS. THE STAPLES
USED SHOULD BE 1.5" HEAVY-DUTY WIRE STAPLES SPACED AT A MAXIMUM OF B" OVERLAP.
6. PLACE THE BOTTOM 16" OF THE FILTER FABRIC INTO THE 12" DEEP TRENCH. EXTENDING THE REMAINING 4" TOWARDS THE
UPSIDE OF THE TRENCH AND BACK FILL THE TRENCH WITH SOIL OR GRAVEL AND COMPACTED.
3 SILT FENCE DETAIL (PER JURISDICTION)
SCALE: N.T.S.
RIP -RAP (6" 0 MIN)
REMOVE TOPSOIL PRIOR o
TO PLACING STONE
EXISTING GROUND
0
w
OL
6" COMPACTED GRAVEL
BASE
RIP -RAP DETAIL (IF REQUIRED)
SCALE: N.T.S.
EXTRA STRENGTH FILTER FABRIC
NEEDED WITHOUT WIRE MESH SUPPORT
STEEL POST
ATTACH FILTER FABRIC -
SECURELY TO UPSTREAM
SIDE OF POST
10'-0" MAXIMUM SPACING
WITH WIRE SUPPORT FENCE
6'-0" MAXIMUM SPACING
WITHOUT WIRE SUPPORT
FENCE
INSPECTION AND MAINTENANCE:
PARENT
MATERIAL
PIPE CULVERT
BACKFILL AND
HAND TAMP
WITH CLEAN
GRANULAR
MATERIAL
F L9W
1. INSPECT SILT FENCE EVERY SEVEN (7) DAYS WITHIN 24 HOURS AFTER EACH RAINFALL EVENT THAT PRODUCES 1/2" OR
MORE OF PRECIPITATION. CHECK FOR AREAS WHERE RUN-OFF HAS ERODED A CHANNEL BENEATH THE FENCE, OR WHERE
THE FENCE WAS CAUSED TO SAG OR COLLAPSE BY RUNOFF OVER TOPPING THE FENCE.
2. IF THE FENCE FABRIC TEARS, BEGINS TO DECOMPOSE, OR IN ANY OTHER WAY BECOMES INEFFECTIVE, REPLACE THE
AFFECTED SECTION OF THE FENCE IMMEDIATELY.
3. SEDIMENT MUST BE REMOVED WHEN IT REACHES APPROXIMATELY 1/3 OF THE HEIGHT OF THE FENCE, ESPECIALLY IF
HEAVY RAINS ARE EXPECTED.
4. SILT FENCE SHOULD BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER TEMPORARY
BMP's ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHOULD BE REMOVED OR STABIUZED ON SITE. DISTURBED AREAS
RESULTING FROM FENCE REMOVAL SHALL BE PERMANENTLY STABILIZED
5. SILT FENCE MUST BE INSTALLED PROPERLY TO AVOID NOTICE OF VIOLATION.
VENDOR:
#460001 at&t
Y Your World. Delivered.
1001 TECHNOLOGY DR
LITTLE ROCK, AR 72223
PH: (501) 952-2040
Branch
COMMUNICATIONS
A SCAUTIONS PROVIDER
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
'PRODUCED BY:
of eoER
MICHAEL T. DE BOER
965 WYNSTONE DRIVE
JEFFERSON, SD 57038
605-422-1548
SITE NAME:
RAY WINDER
SITE NUMBER:
ARL01498
SITE ADDRESS:
2001 S PINE STREET
LITTLE ROCK AR 72204
ENGINEER:
AR S S ` k
REGISTERED
NN PROFESSIONAL X
lk ENGINEER !!
'
No.9847 411,
0r
`EL i I8
PE j 9847 EXP. 1 31 2019
DATE
DESCRIPTION
BY
12 18 1
(PLACEMENT APPROVAL
PBJ
fC
12/19/1
(PRELIMINARY ISSUE
PBJ
12/19/1
(PRELIMINARY ISSUE
PBJ
4/11/1B
CONST ISSUE
JW
SHEET TITLE:
CIVIL DETAILS
off 1 NUMSE7PROJECT
A6
ARL01498
I I N:
0
BPBJ CKD ErY:
f INFORMATIONI
ACTIVE ANTENNAS ARE MOUNTED
ON THE OUTSIDE OF THIS BUILDING
BEHIND THIS PANEL
ON THIS STRUCTURE
STAY BACK A MINIMUM OF 3
FEET FROM THESE ANTENNAS
Catot AT&T Mblity at U-63132871
ad fdlox t 6r in t Udias prior to perfarrirg
ay mortermoe or repors drier thm 3 feet
from the at"M
This is AT&T Mobility site ARL01498
'I INFORMATION
1a.1 raw °w__-.am.ww.ylr. rnb.nw a nr
>Tr r SW ARL01490
INFORMACION
GI° r wren w r... ARL01498
_-
Fuwr mnmuNcaw nn r °Iltlw a r mminiealw ea M11N°
i Y ..r w«r o .a.owrr w wciwi4a .r mna°ao
FOR AT&T —OWNED CELL TOWERS AND OTHER —OWNED TOWERS
WHERE AT&T MOBILITY IS PERMITTED TO POST RF SAFETY
SIGNAGE, THE TYPICAL RF EXPOSURE SIGNAGE CONSISTS OF AN
"INFORMATION" SIGN INSTALLED ON ENTRANCE GATES OR
ADJACENT TO THE "CAUTION" SIGNS REQUIRED TO BE INSTALLED
AT ACCESSES TO EACH CLIMBING LADDER AT THE TOWER.
"INFORMATION" SIGNS ORE NO LONGER PERMITTED TO BE
INSTALLED ON EQUIPMENT CABINETS OR BUILDINGS.
GLASS MAIN ENTRY DOORS MAY BE "BRANDED" WITH AT&T
MOBILITY LOGO PROVIDING THIS IS NOT A LIGHTED / 'MARQUIS"
SIGN. IN CERTAIN CASES WHERE A SITE IS UNMANNED,
EXTERIOR DOOR SIGNS MAY BE OMITTED TO PREVENT DRAWING
UNDUE ATTENTION TO THE SITE. FOR THESE TYPES OF SITES,
THE MARKET MAY ELECT TO HARDEN SECURITY IN A MORE
INVISIBLE MANNER. IT IS THE RESPONSIBILITY OF THE MARKET
TO MAKE PRUDENT DECISIONS FOR UNMANNED CORE SITES ON
A CASE BY CASE BASIS
Property of AT&T
Authorized
Personnel Only
800-638-2822
ARL01498
�j SIGNAGE DETAIL
I SCALE: N.T.S. 2
V-6"
0 0
Branch
COMMUNICATIONS
Site Name: RAY WINDER
Site Number: N/A
FCC# 10592608
Address: 2001 S PINE STREET
FOR EMERGENCY & LEASING CONTACT
866-797-1356
www.branchcomm.net 0
A SIGNAGE DETAIL
Z SCALE: N.T.S.
NOTES:
1. SIGNS TO BE MOUNTED ON THE OUTSIDE OF
ACCESS GATE TO THE EXISTING COMPOUND
O&LED
0
NOTICE
�} AREA N I
Radio frequency ("RF") emissions may exceed FCC
Standards for general public exposure. Only
authorized workers permitted to enter.
FOR YOUR SAFETY,
Obey all posted signs.
Maintain minimums distance of 7 feet from all
antennas.
Do not step in front of antennas.
For further information, please call (877)611 —5868
0 and reference site number: ARL01498 0
RF NOTICE SIGN
(WHITE METAL SIGN W/ BLACK LETTERING)
SIGNAGE DETAIL
SCALE: N.T.S.
PRIVATE
PROPERTY
NO
TRESPASSING
VIOLATORS WILL
BE PROSECUTED
jr, SIGNAGE DETAIL
u SCALE: N.T.S.
1.1
Radio frequency fields beyond
this point may exceed the FCC
general public exposure limit.
Obey all posted signs and site guidelines
for working in radio frequency
environments.
In accordance with Federal Communications Commission
rules on radio frequency emissions 47 CFR 1.1307 (b)
t:j SIGNAGE DETAIL
%J SCALE: N.T.S.
ACAUTION
Beyond this point.
Radio frequency fields at this site
may exceed FCC rules for human
exposure
For your safety, obey all posted signs
and site guidelines for working in radio
frequency environments.
.1►[sibiN-`���F- `�I►14.
6 TOWER SIGNAGE DETAIL
[} SCALE: N.T.S.
VENDOR:
at&t
Your World. Delivered.
1001 TECHNOLOGY DR
LITTLE ROCK, AR 72223
PH: (501) 952-2040
Branch
COMMUNICATIONS
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
rPRODUCED BY:
DE B0ER I
MICHAEL T. DE BOER
965 WYNSTONE DRIVE
JEFFERSON, SO 57038
605-422-1548
SITE NAME:
RAY WINDER
SITE NUMBER:
ARL01498
SITE ADDRESS:
2001 S PINE STREET
LITTLE ROCK AR 72204
ENGINEER:
I''r• ARAS ` i
REGISTERED
PROFESSIONAL
ENGINEER li
*** yr
/ No. 9847
7 EXP, 1
NO
DATE
I DESCRIPTION
BY
A
)2 18 1
PLACEMENT APPROVAL
PBJ
12/19/17
PRELIMINARY ISSUE
PBJ
12/19/1)
PRELIMINARY ISSUE
PBJ
01
4j11J1B
CONST ISSUE
JWM
:SHEET TITLE:
SIGNAGE DETAILS
51-IfEl NUM :
A7
PROJECT #:
ARL014911
1 1 N
0
I PBJ
CK B BY
12" CONCRETE SLAB
ON GRADE, RE: 2/S1
NOTES:
I
TYPICAL CONNECTION 1 1 ll
PLATES, PROVIDED BY
BUILDING MFG., RE: 3/S1
#4 ® 12" O.C., EACH WAY, I �I
TOP AND BOTTOM III
1. SLAB TO BE LEVEL t1/4".
2. SLAB FOUNDATION DESIGNED ASSUMING ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF.
3. SLAB FOUNDATION DESIGNED ASSUMING MAXIMUM SOIL PLASTICITY INDEX OF 27 PER NCBC.
4. CONCRETE STRENGTH FOR FOUNDATION DESIGN SHALL BE A MINIMUM OF 3000 PSI AT 28 DAYS.
5. FOOTINGS TO EXTEND BELOW UNDISTURBED SOIL PER SITE SPECIFIC DESIGN.
6. REFER TO THE GENERAL NOTES FOR ADDITIONAL NOTES.
II
rr 3' 6"
® N O.C., TOP AND BOTTOM EMBEDDED
�--�
MI
MIN. 8"
((10) IF NOT OTHERWISE SPECIFICIED) rr
I TYPICAL SHELTER FOUNDATION AND STOOP PLAN
9'-9"
SHELTER STOOP OFFSET, FIELD VERIFY BEFORE POUR
SCALE:
0' 1' 5' 10'
2% SLOPE AWAY
FROM SHELTER W/
BROOM FINISH
3/4" CHAMFER, 'iyP--- '( CL10" 8" EXPANSION JOINT
AT ALL EDGES (NP')
FINISHED GRADE—\ 18" #4 ® 12" O.C. TOP
(CRUSHED STONE) AND BOTTOM, EMBEDDED
FLOW MIN. B" M
z _ r
a v o 0
#4 ® 12" O.C. EACH
/�` /
WAY TOP AND B0/ /. 1 � �I ml \y \,X '\f,\y'ti/1 \1X
VAPOR BARRIEREir
12" STRUCTURAL FILL COMPACTED
TO 95% MOD PROCTOR WITH 6"
MAX. LIFTS
r) SHELTER FOUNDATION AND STOOP DETAIL
L SCALE: N.T.S.
42"x48' SHELTER DOOR STOOP,
RE: SHEET A2
#4 ® 12" O.C., EACH WAY,
TOP AND BOTTOM
BUILDING
a
854-129'
or
ANCHOR,
J
. Nr��rx 1r��rti� c1
��
3 / 4"x2 1
SLEEVE
#4 ® 12" O.C. EACH M
WAY TOP AND BOTTOM;
rni inineTI
t:) SHELTER ATTACHMENT DETAIL
%J SCALE: N.T.S.
LONG WALL CONNECTION:
853-00073, 1 "x2 3/4'
BOLT 855-11504, WASHER,
1" FLAT 2"OD 855-11505,
1" LOCK WASHER
BUILDING
WALL
BUILDING
FLOOR
1 1/16" HOL
FOUNDATION
7/8" HOLES
*DETAIL PROVIDED BY SHELTER MFG•
VENDOR:
at&t
Your World. Delivered.
1001 TECHNOLOGY DR
LITTLE ROCK, AR 72223
PH: (501) 952-2040
Branch
COMMUNICATIONS
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
PROD DECO BY
�►=_rwL;m
MICHAEL T. DE BOER
965 WYNSTONE DRIVE
JEFFERSON, SO 57038
605-422-1548
SITE NAME:
RAY WINDER
SITE NUMBER:
ARL01498
SITE ADDRESS:
2001 S PINE STREET
LITTLE ROCK AR 72204
.ER; ram!/��►
>+rI•STATE O:
ARKANSAS
REGISTERED
PROFESSIONAL
ENGINEER
tit**
Z No.9847 E'
-EL T ..�%
1-3
NO
DATE
DESCRIPTION
BY
A
12/18/171
PLACEMENT APPROVAL
PBJ
B
12/19/17
i-RELIMINARY ISSUE
PBJ
C
12. 19/11
PRELIMINARY ISSUE
PBJ
0
4/11/18
�CONST ISSUE
•JW
SHEET TITLE:
SHELTER FOUNDATION DETAILS
H NUM :
S 1
PROJECT
ARL01498
I I N
0
BPY:8J
CK BJ
!m �
I
NOTE:
SHELTER NOTES:
NOTE:
ALL HATCH PORTS ARE SHIPPED WITH
PRE —CAST CONCRETE SHELTER EXPOSED
GROUND BAR AND CANOPY ARE SHIPPED
BLANK COVER PLATES. COAX PORT HATCH
AGGREGATE EXTERIOR
LOOSE WITH SHELTER. (INSTALLED BY G.C.)
PLATE IS SHIPPED LOOSE WITH SHELTER.
OVERALL COLOR = TAN
(INSTALLED BY G.C.)
ACCENTS = TAN
WAVEGUIDE
ENTRY PORT
SERVICE
DISCONNECT
O O
GENERATOR
INTERF
PANELACE
GROUNDING BAR
1/2" GROUNDING
PENETRATIONS CAST AT 45'
DOOR SIDE OF
HVAC UNIT GENERATOR, •
DISTANCE TO MEET
MINIMUM NFPA70
CLEARANCE WITH
20'-0" DOORS OPEN OF 36"
•� EQUIPME T SHELTER ELEVATION
f SCALE: N.T.S.
SERVICE DISCONNECT
GENERATOR
INTERFACE PANEL
6's
3 EQUIPMENT SHELTER ELEVATION
SCALE: N.T.S.
WAVEGUIDE -
ENTRY PORT
TELCO
ENTRY
— DOOR SIDE OF GENERATOR
20'—O"
I• •
PREFABRICATED EQUIPMENT
SHELTER
SERVICE
DISCONNECT
LJGHT
GENERATOR
INTERFACE
PANEL
u
❑ P
•I
L EQUIPMENT SHELTER ELEVATION
SCALE: N.T.S.
TYPE 2 SHELTER CONFIGURATION
EXTERIOR
GROUNDING BAR
1 /2" GROUNDING
PENETRATIONS
CAST AT 45"
HVAC UNIT
&N
MTAC 1AIT
71 0000
00001
Up
[nnl:¢unaunnm
0
ELECTRICAL
RECEPTACLE
1 V-4 7/B"
A EQUIPMENT SHELTER ELEVATION
`" t SCALE: N.T.S.
119
VENDOR:
at&t
Your World. Delivered.
1001 TECHNOLOGY DR
LITTLE ROCK, AR 72223
PH: (501) 952-2040
Branch
COMMUNICATIONS
A SOWTIoNc PROV17,P
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
PRODUCED BY:
DE BDER
MICHAEL T. DE BOER
965 WYNSTONE DRIVE
JEFFERSON, SD 57038
605-422-1548
01 SITE NAME:
RAY WINDER
SITE NUMBER:
ARL01498
SITE ADDRESS:
2001 S PINE STREET
LITTLE ROCK AR 72204
ENGINEER: '/lI.�/If�i����
}S� AS T R• r+
if ARKANSAS %
REGISTERED
t PROFESSIONAL S
ENGINEER !1
No
.98479847
PE j 9847 EKP. 1 31/2019
NO
A
DATE
i2 18 17
DESCRIPTION
PLACEMENT APPROVAL
BY
PBJ
B
'12J19f 17
PRELIMINARY ISSUE
PBJ
C
'12/19 1
PRELIMINARY ISSUE
iPBJ
O
4/11/18
�CONST ISSUE
.JWM
SHEET TITLE:
SHELTER ELEVATION DETAIL
SHEET N M :
S AL)
PROJECT
ARL01498
VI i N.
h
U —01
BY:
PBJ
CKp BY:
PBJ
FOR WIRING & PROGRAMING SEE SHEET E6
NOTES: NOTES: NOTES: [BRIDGE
S OF PROPOSED ICE
MASTER ELECTRICIAN TO VERIFY CONTRACTOR TO ADD PULL REMOVED FOR CLARITY
1. CONTRACTOR TO STUB —UP REQUIRED CONDUITS PRIOR TO SOURCES OF POWER & TELCO STRINGS TO ALL NEW CONDUITS
POURING CONCRETE PER EQUIPMENT CABINET INSTRUCTIONS.
ELECTRICAL CODE BUILD SETBACK
EXISTING MULTI —TENANT UTILITY
RACK, RE: 1/E3 _
1
0-
k
r I
n
` EXISTING 94'
MONOPOLE
TELCO CONDUIT ROUTING AND SIZE TO CHARLES
PEDESTAL TO BE DETERMINED AT UTILITY SITE WALK
BEFORE CONDUIT ROUTING IS CONSTRUCTED, GC TO
CONTACT AT&T CONSTRUCTION MANAGER FOR STUB — —
UP LOCATION OUTSIDE OF COMPOUND.
I�
a ° v
o PROPOSED GPS LOCATION,
T.)1Lv RE: 2/A4
PROPOSED UTILITY CONDUITS I °
MUST BE A MIN. OF 18" (TYP.) z~� l� v u v
FROM FENCE LINE, RE: 2/E1 FOR ` PROPOSED AT&T WIRELESS
TRENCHING DETAIL SHELTER
PROPOSED 3" PVC CONDUIT FOR —
FIBER/TELCO FROM SOURCE TO AT&T f
TELCO BOARD IN SHELTER (COORDINATE c
WITH UTILITY PROVIDER). f �171
. 7
PROPOSED (1) 3" PVC CONDUIT FOR POWER
FROM UTILITY RACK TO AT&T ELECTRICAL
PANEL IN SHELTER (IN COMMON TRENCH
WITH TELCO).
X
PROPOSED DIESEL
GENERATOR
I UTILITY ROUTING PLAN
b SCALE:
0' 5'' 10, 20' 30'
o
X X
G G G
PROPOSED AT&T WIRELESS
16'X22' LEASE AREA
TRUE NORTH
(0.31'E)
MAG
NATURAL GAS METER AND PIPING
ROUTE TO BE VERIFIED WITH
LOCAL PROVIDER, CENTERPOINT
ENERGY
REFER TO SHEET G5 FOR
SPECIFICAITONS
NDOR:
at&t
Your World. Delivered.
\l 1001 TECHNOLOGY DR
LITTLE ROCK, AR 72223
PH: (501) 952-2040
Branch
COMMUNICATIONS
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
f PRODUCED BY:
DE BORER 1
MICHAEL T. DE BOER
965 WYNSTONE DRIVE
JEFFERSON, SO 57038
605-422-1548
SITE NAME:
RAY WINDER
SITE NUMBER:
ARL01498
SITE ADDRESS:
2001 S PINE STREET
LITTLE ROCK AR 72204
ENGINEER: lift I/
AR S S
1r� tiF* tk
1 REGISTERED
PROFESSIONAL
ENGINEER �I
1 No.9847
.. �i T �.�������7 �18
NO
DATE
DESCRIPTION
BY
A
12 18 17
PLACEMENT APPROVAL
PBJ
B
12/19/17
(PRELIMINARY ISSUE
PBJ
C
12/19./17
(PRELIMINARY ISSUE
PBJ
0
4/11/18
C:ONST ISSUE
JWN
:SHEET TITLE:
UTILITY PLAN AND DETAILS
SHEETNUMBER:
PROJECT #:
ARL01498
I 1 .
O
BPBJ CKPBBY:
#4GROUND. SEI
BOND PER NEC
PROVIDE 1 #4 CL
ROD AND GROUNC
NEC 250
20OA/3P AUTOMA
TRANSFER SWITCH
PROVIDE (2-#12)
1/2"0 CONDUIT
FOR AC FAIL ALAf
TRANSIENT
VOLTAGE SURE
SUPPRESSER
(2 #6 #1 #6G)
I ONE LINE DIAGRAM
SCALE: N.T.S.
n
i
c CONCRETE PAD
(SHOWN) OR
PLATFORM
g --
RAR
E
3
RIGID STEEL
CONDUIT
LIQUID TIGHT
FLEXIBLE CONDUIT
(IF REQUIRED)
BODY
RIGID STEEL TO LPVC SCHEDULE 40
PVC ADAPTOR SIZE AS SHOWN ON
LAYOUTS
OPTION "A"
CONDUIT DETAILS
%-J SCALE: N.T.S.
rvL; wln
PVC SCF
SWEEP
(E) ELECTRICAL UTILITY
TRANSFORMER SERVICE REQUIRED
IS 120/24OV, OR 120/20B. 3W.
200 AMPS.
PROVIDE ONE (1) 3" CONDUITS
TO TRANSFORMER POLE FOR
SECONDARY SERVICE WIRE
INSTALLATION BY ELECTRICAL
COMPANY,. PROVIDE PULL WIRE.
CONFORM TO ELECTRICAL
COMPANY REQUIREMENTS.
PROVIDE METER SOCKET FOR
2'-0"
ELECTRIC COMPANY METER
TRENCH
INSTALLATION
PROVIDE (3-#3/0 THWN CU #4
FINISHED GRADE
GROUND.) 2"0 CONDUIT FROM
UTILITY METER TO MAIN
DISCONNECT.
lull
UNDISTURBED SOIL
200A/3P MAIN DISCONNECT WITH
(2) 200 FRN-R FUSES
COMPACTED BACKFILL PER
EARTHWORK SPECIFICATIONS
PROVIDE (3-#3/0 THWN CU AND
N
1 #4GROUND.) 2"0 CONDUIT
UTILITY WARNING TAPE, 12"
I� —J I I-
MIN. DEPTH
I
APPLETON 200A EXTERIOR
F IL�I
IJI
}] I
I
3" PVC ELECTRICAL CONDUIT.
RECEPTACLE P/N AR 20034RS
".�
COORDINATE SIZE AND
PROVIDE (3-#3/0 THWN CU AND
3" PVC TELCO CONDUIT,
INSTALLATION WITH POWER
COMPANY
1 #4 GROUND.) 2"0 CONDUIT
COORDINATE INSTALLATION WITH
TELEPHONE COMPANY
MIN. OR
PANEL "N"-200 AMP MAIN
AS REQUIRED
BREAKER LOAD CENTER
BY POWER
COMPANY
*DETAIL PROVIDED BY OWNER*
OPTION "B"
TRENCH DETAIL
SCALE: N.T.S.
�r=
GROUNDED (NEUTRAL)
I
ENTRANCE CONDUCTOR
SERVICE ENTRANCE
I
IF BOLTED OR
RACEWAY (TOP OR
I
BONDING HUBRIS USEDLBOND
BOTTOM FEED)
I
JUMPER IS NOT REQUIRED
(TYPICAL)
I
METER SOCKET AND MAIN
DISCONNECT ENCLOSURE
METER
I
SHALL BE NEMA 313
E
I
f
I
I
200A MAIN BREAKER
SERVICE DISCONNECT
I
I
GROUND BUSS
NEUTRAL BUSS
I
--------
(BOND NEUTRAL
AND GROUND
BUSS AT SERVICE
LABEL METER
DISCONNECT)
(AT&T)
4 SERVICE ENTRANCE GROUNDING
SCALE: N.T.S.
rVE.NDOR:
-.
a t & t
Your World. Delivered.
1001 TECHNOLOGY DR
LITTLE ROCK, AR 72223
PH: (501) 952-2040
1�ranCh
COMMUNICATIONS
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
PRODUCED BY:
DE BDE14
MICHAEL T. DE BOER
965 WYNSTONE DRIVE
JEFFERSON, SD 57038
605-422-1548
SITE NAME:
RAY WINDER
SITE NUMBER:
ARL01498
SITE ADDRESS:
2001 S PINE STREET
LITTLE ROCK AR 72204
ENGINEER:
Orf AR S S
REGISTERED
PROFESSIONAL
ENGINEER
No.
9847 '�
U• FL T .
o%8 1
NO
DATE
DESCRIPTION
BY
A
7 18 17iPLACEMENT
APPROVAL
PBJ
B
12/19/17
PRELIMINARY ISSUE
PBJ
C
12 19/1)
PRELIMINARY ISSUE
PBJ
0
4/11 18
CONST ISSUE
JW
!SHEET TITLE:
ELECTRICAL DETAILS
SHEM =6
E 2
PROJECT #:
ARL014911
REVISION:
0
BPBJ
CKPBJ
NOTES:
1. ALL EXPOSED ELECTRICAL CONDUIT MUST BE RIGID.
2. THREADLESS CONNECTORS ARE NOT ALLOWED.
ELECTRICAL COMPANY NOTE:
3. USE SQUARE "D" 200A FUSABLE DISCONNECT.
ELECTRICAL PROVIDER SHALL COORDINATE WITH
4. EMT CONDUIT CAN ONLY BE USED INSIDE.
BRANCH TOWERS CONSTRUCTION MANAGER TO
5. USE ONLY COMPRESSION TYPE FITTINGS ON EMT CONDUIT.
DETERMINE TOTAL AMOUNT OF AMPS THAT WILL
6. USE ONLY STRANDED CONDUCTORS FOR ALL ELECTRICAL
BE PROVIDED TO PROPOSED UTILITY RACK
WIRING. (EXCEPT TELCO AND THERMOSTAT).
7. USE SCHEDULE 80 CONDUIT UNDER DRIVEWAYS AND/OR ANY
7 -0"
VEHICLE CROSSING ARE.
3" STD PIPE WITH CAP (TYP.)
UNISTRUT .-�
T-
...................
PROPOSED ...............
'�
I
SUB METER
3/4" PVC CONDUIT WITH #2
36N36"
'1
PROPOSED 20 AMP 0
BONDED TO NEUTRAL, TYP.
12" DEEP TELCO
N
GFI PLUG u a
I
NEW METER BOX ` 0 ` MECHANICAL CONNECTION
I
I
AND DISCONNECT.
(2) 2" EMPTY CONDUIT FOR
1
I
3/4" PVC CONDUIT WITH #2 - - - ---
UNDERGROUND TELCO LINE
•-•-• - T-7 TO SHELTER
-••^ ----• • ---••• •--•
-
BONDED TO NEUTRAL, TYP.
3" EMPTY CONDUIT FOR
FINISHED GRADE
�n
I
UNDERGROUND ELECTRICAL
SERVICE (OUTSIDE)
79-;
11
o
N CID
I
_
J♦
/
I
3" EMPTY CONDUIT FOR 'f a
s UNDERGROUND TELCO LINE r
�+
(3) EACH 500 Mtn3"
MCM CONDUCTORS
/
w*N
EMPTY
FOR UNDERGROUND
ELECTRICAL SERVICE
TO SERVICE (OUTSIDE)
,u 2" EMPTY CONDUIT FOR
•
(OUTSIDE)
■
CADWELD -
! UNDERGROUND ELECTRICAL
f
SERVICE TO SHELTER
5/8`x8'-0" GROUND ROD, /
{
M1
3" EMPTY CONDUIT
FOR
NLINEGTOUND
o ALSO TIED TO GROUND RING
*
., t t
TELCO
2'-0" TYP.
01
1'-L1'
SERVICE (OUTSIDE)
FRONT VIEW
BACK VIEW
EXISTING FOUR GANG UTILITY RACK ELEVATIONS (IF REQUIRED)
a SCALE: N.T.S.
7'-0" UTILITY RACK
36"x36" 12"
N DEEP TELCO
a
x
n
0
0
a
ca
METER/MAIN SECTION
AND TERMINAL BOX
n
EXISTING UTILITY RACK PLAN (IF REQUIRED)
SCALE: N.T.S.
A
VE ODNVE ODN R
at&t
Your World. Delivered.
1001 TECHNOLOGY DR
LITTLE ROCK, AR 72223
PH: (501) 952-2040
Branch
COMMUNICATIONS
A SOI UTIO%b PROVIDE-,
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
PRODUCED BY:
DE BOAER 1
MICHAEL T. DE BOER
965 WYNSTONE DRIVE
JEFFERSON, SD 57038
605-422-1548
SITE EAERANDER
SITE NUMBER:
ARL01498
SITE ADDRESS:
2001 S PINE STREET
LITTLE ROCK AR 72204
NEER-
1r00rf.�/Ir/���
�AR S S `
I * a
REGISTERED
PROFESSIONAL i
ENGINEER �r1
*** 1
�'� No.9847 '+
T
NO
DATE
DESCRIPTION
BY
A
12 18 1
PLACEMENT APPROVAL
PBJ
B
12/19/17
PRELIMINARY ISSUE
PBJ
C
12f 19/17
PRELIMINARY ISSUE
PBJ
0
4 11 18
CONST ISSUE
JWM
'SHEET TITLE:
UTILITY RACK DETAILS
HEET NUM :
E 3
PROJECT #:
ARL01498
11 SON
0
Ely:
CKP 8Y:
1
0
1
1
0
EXISTING GROUND
TEST WELL. RE: 2/132�
(4) #2 SOLID TINNED
COPPER PIGTAIL FOR
SHELTER (TYP.)
#2 AWG GROUND WIRE
PIGTAILS FOR PROPOSED
GENERATOR
PROPOSED DIESEL GENERATOR
RE: 5/G2 FOR TYPICAL
CADWELD DETAILS
F , #2 AWG BARE SOLID TINNED
l COPPER CABLE TO GROUNDING
SYSTEM (TYP.)
COPPER GROUND ROD,
J RE: 1/G2
EXISTING TOWER
GROUND RING
I COMPOUND GROUNDING PLAN
15'-0"
MAX. SPACING
SCALE:
0' 10, 20' 30' 40'
TOWER MGB, RE: G4
SHELTER PORT ENTRY, RE:
1/G3, 1/RF-2 & 2/RF-2
HVAC GROUNDING,
RE: 6/G2
X
X �J X —
5/8" COPPER CLAD GROUND
ROD AT EACH CORNER AND
MID -POINT, RE: 1/G2
PROPOSED SHELTER GROUND
RING, RE: 3/G2
GROUNDING LEGEND:
SYMBOL 1
DESCRIPTION
EXOTHERMIC WELD (CADWELD)
—
#2 AWG BCW
r
MECHANICAL CONNECTION
#2 STRANDED INSULATED
- - —
(FROM EQUIPMENT TO MGB)
®
GROUND TEST WELL AT GROUND ROD
• —
CHAIN LINK FENCE
5/8"xB'-O" COPPER CLAD GROUND ROD
AT 15'-0" MAX. SPACING, PER CM
GROUNDING NOTES:
1. CONTRACTOR SHALL VERIFY THAT GROUNDING ELECTRODES
SHALL BE CONNECTED IN A RING USING #2 AWG BARE
TINNED COPPER WIRE. THE TOP OF THE GROUND RODS
AND THE RING CONDUCTOR SHALL BE 2 FEET BELOW
FINISHED GRADE. GROUNDING ELECTRODES SHALL BE
DRIVEN ON 15'-0" CENTERS (PROVIDE AND INSTALL AS
REQUIRED PER PLAN BELOW).
2. BONDING OF THE GROUNDED CONDUCTOR (NEUTRAL) AND
THE GROUNDING CONDUCTOR SHALL BE AT THE SERVICE
DISCONNECTING MEANS. BONDING JUMPER SHALL BE
INSTALLED PER N.E.C. ARTICLE 250.30.
3. GROUND RING CONNECTION CONDUCTORS SHALL BE OF
EQUAL LENGTH, MATERIAL. AND BONDING TECHNIQUE.
4. CONTRACTOR SHALL ENSURE GROUND RING IS WITHIN 12
TO 36 INCHES OF THE EQUIPMENT PAD. PROVIDE AND
INSTALL GROUNDING CONNECTIONS SHOWN BELOW AS
NEEDED PER EXISTING SITE GROUNDING SYSTEM.
CONTRACTOR SHALL VERIFY ALL EXISTING SITE GROUNDING
CONDITIONS BEFORE STARTING WORK OR PURCHASING
EQUIPMENT.
5. BOND GROUND BAR TO EXTERNAL GROUND RING WITH 1
RUN OF #2 BARE, TINNED, SOLID COPPER CONDUCTOR IN
PVC. CONNECT BAR ENO WITH 2 HOLE LUG, AND
"CADWELD" THE OTHER END TO THE EXTERNAL GROUND
ROD.
6. ALL DOWN CONDUCTORS MUST GO DOWN.
TO ANTENNA
CONNECTOR TO JUMPER /
OR ANTENNA ,�
COAX CABLE
INSTALLATION OF BUTYL &-
TAPE PER MANUF. SPECS
PROVIDED IN GROUND KITS
COAX CABLE GROUNDING
CLAMP KIT
�f #6 AWG GROUNDING
CONDUCTOR
TO GROUND BUS BAR
TRUE NORTH TO CABINET
(OE) MAGCONNECTION OF CABLE
GROUND KIT TO ANTENNA CABLE
L SCALE: N.T.S.
VENDOR:
at&t
Your World. Delivered.
1001 TECHNOLOGY DR
LITTLE ROCK, AR 72223
PH: (501) 952-2040
t�oew�
Branch
COMMUNICATIONS
ASOLI:Tlr ,.S pROYID[p,
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
PRODUCED BY:
■ :07=4
MICHAEL T. DE BOER
965 WYNSTONE DRIVE
JEFFERSON, SD 57038
605-422-1548
SITE NAME:
RAY WINDER
SITE NUMBER:
ARL01498
SITE ADDRESS:
2001 S PINE STREET
LITTLE ROCK AR 72204
llilr' s-� ATE �4,-
ARKANSAS
REGISTERED
PROFESSIONAL
ENGINEER
X No.9847 O!
_ct T
�iiII1I
PE 1 9847 EXP. 1 /31/2019
NO
DATE
DESCRIPTION
BY
A
12 18 17
PLACEMENT APPROVAL
PBJ
B
12/19/1
PRELIMINARY ISSUE
PBJ
C
12/19/1
PRELIMINARY ISSUE
PBJ
0
4/11/18
CONST ISSUE
JWM
'SHEET TITLE:
COMPOUND
GROUNDING PLAN
SHEETN
G
:
PROJECT #;
ARL01
VS 1 N.
O
BY
PBJ
CKD BY:
0
PBJ
COPPER GROUND ROD
(5/8'x8'—O" LONG)
ANTENNA CABLE GROUNDING DETAIL
SCALE: N.T.S.
A., — —.—
TO MAIN GROUND RING
STUB UP DETAIL
"r SCALE: N.T.S.
6"x24" DEEP INSPECTION
SLEEVE, PVC OR SOIL PIPE
WITH CAP OR EQUIVALENT.
CADWELD CONNECTION
(TYPE—GT)
1" WIDE SLOT FOR
GROUND WIRE EXTEND
2" ABOVE GROUND WIRE
#2 AWG SOLID TINNED
COPPER WIRE (EXTERIOR
GROUND RING)
3 4" CRUSHED STONE OR
EQUAL. FILL TEST WELL TO
WITHIN 2" OF TOP OF
GROUND LOOP WIRE
5/B"Ox8' LONG COPPER
CLAD GROUND ROD
GROUND TEST WELL DETAIL
iL SCALE: N.T.S.
L$
TYPE PT TYPE HS TYPE YA-2 TYPE VS
FINISHED
GRADE 7 A
0 p
TYPE GT TYPE VS TYPE 2-YA-2
t2w 4*
TYPE SS TYPE VBC TYPE YGHC
5 TYPICAL CADWELD DETAILS
SCALE: N.T.S.
Q GROUND RING DETAIL
'W-i SCALE: N.T.S.
HVAC UNIT
#2 AWG SOLID TINNED COPPER
CONDUCTOR (2) 5/16" BOLTS
AND STAR WASHER. SECURE TO
HVAC ENCLOSURE
CADWELD CONNECTION
(TYPE -TA)
#2 AWG SOLID TINNED —
COPPER WIRE (EXTERIOR
GROUND RING)
Q HVAC GROUNDING DETAIL
%-) SCALE: N.T.S.
FINISHED GRADE
AGGREGATE SURFACE
#2 AWG SOLID BARE
TINNED COPPER EXTERIOR
GROUND RING
EXOTHERMIC WELD
TO GROUND ROD
GROUND ROD (TYP.)
OUTLINE OF
SHELTER
?�� 7--]
OUTLINE OF
FOUNDATION
VENDOR:
at&t
Your World. Delivered.
1001 TECHNOLOGY DR
LITTLE ROCK, AR 72223
PH: (501) 952-2040
Branch
COMMUNICATIONS
A sormoNs PRonxR
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
PROD
MICHAEL T. DE BOER
965 WYNSTONE DRIVE
JEFFERSON, SO 57038
605-422-1548
SITE NAME:
RAY WINDER
SITE NUMBER:
ARL01498
SITE ADDRESS:
2001 S PINE STREET
LITTLE ROCK AR 72204
ENGINEER: f/A/57-rdm,�
F ra
ARKANSAS
REGISTERED
PROFESSIONAL
ENGINEER �1
No.9847
PE # 9847 EXP. 12/31/2019
NO
DATE
I DESCRIPTION
BY
A
112 18 17
PLACEMENT APPROVAL
PBJ
B
'12/19/17
PRELIMINARY ISSUE
PBJ
C
'12/19 1
PRELIMINARY ISSUE
PBJ
0
4/11/18
1CONST ISSUE
JWN
SHEET TITLE:
GROUNDING DETAILS
SHEET NUMBER:
GL%
PROJECT
ARL01498
VISION
O OF
BPBJ
CK Bj:
CELLULAR CABLE
HATCH PLATE
PROPOSED MONOPOLE
"MECHANICAL NOTE: PROVIDE GROUND
CONNECTION 2 KIT 6" BEFORE TURN
HOLE LUG"
TOWER GROUND BAR
I#2
CU TINNED GROUND
WIRE
I I
2 HOLE CONNECTORS
WITH #2 AWG SOLID
— 3C
0 0 0 0 0 0 0 0 0 0 0 0 0 0+..
BARE TINNED COPPER
(TYP•) GROUND CONDUCTOR
1/4"x4"x2O" COPPER
GROUND BAR, RE: 3/G3
- ooaavvavvo 000000
o a 0 a o o v 0 v o v o a 0 v 0 a o v v
6 0000000000eov000vova
'-+ TO EXTERIOR
GROUND RING
EXTERIOR HATCH PLATE GROUNDING AT BUILDING
SCALE: N.T.S.
r_
FENCE FABRIC
CORNER POST
CAD WELD CONNECTION
RE: 5/G2
CAD WELD CONNECTION
5/8"0x8'-0" COPPER
f_� CLAD GROUND ROD
#2 AWG TINNED SOLID
COPPER WIRE CAD WELD
TO EXTERIOR GROUND
RING
Q FENCE GROUNDING DETAIL
%J SCALE: N.T.S.
TOWER GROUND RING
GROUND ROD
PROPOSED 24" GRIP -SPAN ICE BRIDGE KIT,
VALMONT/SITE PRO 1 PART # IB240-A3
SLOPE 1"/10'-0"
ANTENNA.CABLES
ICE BRIDGE
SUPPORT POST
ENTRY PANEL
GROUND BAR
BOND TO ICE BRIDGE
SUPPORT POST
CADWELD CONNECTION
GROUNDING WIRE
STUB UP, RE: 4/G2 �,_..,�
FINISHED GRADE j' 77
GROUND TO GROUND —y EXTERIOR GROUND RING (TIE INTO TOWER —
RING GROUND RING) (#2 AWG SOLID TINNED
COPPER WIRE)
TYPICAL ICE BRIDGE AND ANTENNA CABLE DETAIL
t-' SCALE: N.T.S.
GA'
lair JUMYGR ff/
AWG WELDING
CABLE
ATYPICAL GATE GROUNDING
_r SCALE: N.T.S.
FENCE POST
CAD WELD
CONNECTION
5/8"Ox8'-O" LONG —
COPPER CLAD GROUND
ROD
SHELTER
FOU DATION
V�CADIWAELD
ECTIONS
'VENDOR:
at&t
Your World. Delivered.
1001 TECHNOLOGY DR
LITTLE ROCK, AR 72223
PH: (501) 952-2040
lFe"�qb
Branch
COMMUNICATIONS
A SOLU T 10Nt PROVIDER
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
5RODUCED BY:
,►DE HOER I
MICHAEL T. DE BOER
965 WYNSTONE DRIVE
JEFFERSON, SD 57038
605-422-1548
SITE NAME:
RAY WINDER
SITE NUMBER:
ARL01498
SITE ADDRESS:
2001 S PINE STREET
LITTLE ROCK AR 72204
ENGINEER:
cif I gATE 0
T1,
ARKANSAS
REGISTERED
PROFESSIONAL
ENGINEER
;15No.9847 �I
T .. t11
INO
DATE
DESCRIPTION
BY
A
12 18 17
PLACEMENT APPROVAL
PBJ
B
12/19/17
PRELIMINARY ISSUE
PBJ
C
12/19/17
PRELIMINARY ISSUE
PBJ
0
4/11/18
CONST ISSUE
JWN
'SHEET TITLE:
GROUNDING DETAILS
NUM :
IG3
PROJECT #:
V I N:
0
.-
13Y:
PBJ
fK98
CKD BY:
PBJ
NOTE:
1. CONTRACTOR TO APPLY COPPER SHIELD OR NO-OX.
2. GROUND BAR SHALL BE SIZED TO ACCOMMODATE
ALL GROUNDING CONNECTIONS REQUIRED PLUS
PROVIDE 50% SPARE CAPACITY.
#6 AWG FROM ANTENNA
MOUNTS AND EQUIPMENT
GROUNDING (RE: 2/G2
FOR QTY)
LUU,
R TO SPRAY GROUND
BAR WITH COLD GALVANIZE ONCE
ALL CONNECTIONS ARE COMPLETED
-j GROUND BAR DETAIL
SCALE: N.T.S.
2-HOLE CRIMP/
COMPRESSION
CONNECTOR
STAINLESS STEEL-
BELLVILLE WASHER
2-HOLE CRIMP/
COMPRESSION
CONNECTOR
STAINLESS STEEL-
BELLVILLE WASHER
,�— STAINLESS STEEL
BOLT
�- STAINLESS STEEL
FLAT WASHER
GROUND BAR
STAINLESS STEEL
FLAT WASHER
STAINLESS STEEL
NUT
,,—STAINLESS STEEL
BOLT
,,,—STAINLESS STEEL
FLAT WASHER
STEEL
DRAGON TOOTH
WASHER
STAINLESS STEEL
FLAT WASHER
STAINLESS STEEL
NUT
2-HOLE CRIMP/
COMPRESSION
CONNECTOR
DRAGON TOOTH
WASHER
2-HOLE CRIMP/ -
COMPRESSION
CONNECTOR
STAINLESS STEEL-
BELLVILLE WASHER
2-HOLE CRIMP/
COMPRESSION
CONNECTOR
STAINLESS STEEL-
BELLVILLE WASHER
STAINLESS STEEL
SELF -DRILLING
METAL SCREW
STAINLESS STEEL
FLAT WASHER
METALLIC OBJECT
1. CHOOSE BOLT LENGTH TO ALLOW A MIN. OF THREE THREADS EXPOSED.
2. BURNISH MOUNTING SURFACE TO REMOVE PAINT IN THE AREA OF THE CONNECTOR.
3. APPLY ANTI -OXIDANT COMPOUND TO MATING SURFACE OF CONNECTOR AND WIPE OFF EXCESS COMPOUND.
STAINLESS STEEL
BOLT
STAINLESS STEEL
FLAT WASHER
BAR
STAINLESS STEEL
FLAT WASHER
STAINLESS STEEL
NUT
STAINLESS STEEL
BOLT
STAINLESS STEEL
FLAT WASHER
DRAGON TOOTH
WASHER
STEEL
DRAGON TOOTH
WASHER
STAINLESS STEEL
FLAT WASHER
�- STAINLESS STEEL
NUT
4. APPLY CLEAR HEAT SHRINK OVER ENTIRE LENGTH OF LABEL FOR PROTECTION. (REFER TO CONDUCTOR LABELS SECTION.)
r] MECHANICAL CONNECTION DETAILS
h'- SCALE: N.T.S.
VENDOR:
at&t
Your World. Delivered.
1001 TECHNOLOGY DR
LITTLE ROCK, AR 72223
PH: (501) 952-2040
(�e�
Branch
COMMUNICATIONS
ASOI UTIDNS 1170',10M
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
rPRODUCED BY:
aE BOER
MICHAEL T. DE BOER
965 WYNSTONE DRIVE
JEFFERSON, SO 57038
605-422-1548
'SITE NAME:
RAY WINDER
SITE NUMBER:
ARL01498
SITE ADDRESS:
2001 S PINE STREET
LITTLE ROCK AR 72204
ENGINEER:
I�'r'• S� At-0F
ARKANSAS
REGISTERED
PROFESSIONAL
ENGINEER
***
No.9847 E+
= E� T .
PE $ 9847 EXP. 12/31/2019
018
NO
DATE
DESCRIPTION
BY
7
12 18 17
PLACEMENT APPROVAL
PBJ
B
12/19/17
PRELIMINARY ISSUE
PBJ
C
12/19/17
PRELIMINARY ISSUE
PBJ
0
4 11 f 18
CONST ISSUE
.JW
:SHEET TITLE:
GROUNDING DETAILS
SHEET NUMBER:
G
PROJECT
ARL01498
I I
O
8Y:
PBJ
CKO BY:
PBJ
CLIENT RESPOSIBILITY
AFTER METER
REGULATOR
UTILITY
COMPANY METER
GAS LINE STOP
INCOMING
SERVICE LINE
I
u
11 IF GC IS PERFORMING INSTALL OF
UTILITY METER GAS COMPANY IS
TO CONNECT ALL CONNECTIONS
ONCE LAID OUT TO THE METER
NATURAL GAS DETAIL
II SCALE: N.T.S.
GAS LINE STOP
ALL ABOVE GRADE PIPING
MUST BE ELECTRICALLY
BONDED WITH APPROVED
FIXTURES
DIELECTRIC FITTING
APPROVED FOR GAS
PROPOSED FENCE
PROPOSED NATURAL GAS
GENERATOR
PROPOSED PIPE MAY BE FLEXIBLE
GAS CONNECTOR OR HARD PIPED
TO REGULATOR , CHECK LOCAL
CODE
PROPOSED FIXTURE
SHUT OFF
ALL ABOVE GRADE PIPING
MUST BE ELECTRICALLY
BONDED WITH APPROVED
FIXTURES
V3 PROPOSED GROUND WIRE
w
~ DIELECTRIC FITTING
Y APPROVED FOR GAS
00
PROPOSED EQUIPMENT
w a SHELTER & GENERATOR
L) o FOUNDATION
J
PROPOSED GROUND ROD
GAS LINE DRIP STUB
ALL BELOW GRADE PIPING MUST BE —
FACTORY WRAPPED & FITTINGS MUST BE
FIELD WRAPPED TO SAME LEVEL OF
PROTECTION
VENDOR:
at&t
Your World. Delivered.
1001 TECHNOLOGY DR
LITTLE ROCK, AR 72223
PH: (501) 952-2040
i L
Branch
COMMUNICATIONS
A sG' U110t15 PRM DER
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
'PRODUCED
DE A9DER
MICHAEL T. DE BOER
965 WYNSTONE DRIVE
JEFFERSON, SO 57038
605-422-1548
SITE NAME:
RAY WINDER
SITE NUMBER:
ARL01498
SITE ADDRESS:
2001 S PINE STREET
LITTLE ROCK AR 72204
ENGINEER: ■AA/�/i►��
AR _s S
1 REGISTERED
PROFESSIONAL
ENGINEER �1
1
No.9847
PE 9847 EXP. 12 31 2019
NO
DATE
DESCRIPTION
BY
A
12 1B 17
PLACEMENT APPROVAL
PBJ
B
12/19/17!PRELIMINARY
ISSUE
PBJ
C
12J19/17
PRELIMINARY ISSUE
PBJ
0
4/11/18
CONST ISSUE
JWN
SHEET TITLE:
NATURAL GAS DETAIL
SHFET N :
G
PROJECT #:REVISION:
ARL01498
0
-01
THY: CKD W.
PBJ PBJ