HomeMy WebLinkAboutZ-6551-B Map 7PROFESSOR BOWL WEST, LITTLE ROCK, ARKANSAS
OR1VF. TO DIRECT'Wi
F'ROAI INTERSTATE 430 TAKE THE RODNRY PARHAM ROAD EXIT.
CO EAST ON RODNEY PARIfAAI TO TOWNE OAKS D.^.IVE. TURN
LEFT (NORTH) ON TOWNS OAKS DRIVR. SITE IS ON THE RICHT
(EAST) SIDE OF THE ROAD.
VICINITY MAP
ONE ALLIED ORNE Ullk Rook,
Olr— (sol) 905i70o I_: (sol) 9oss•c3
M1O7�" PROFESSOR BOWL WEST, LITTLE ROCK, ARKANSAS
E)OST(NG MONOPOLE COLOCATION
d�rnF: COVER SHEET _
M.
DOG®b9: HERRAGE M"E"MM�a C L MSA
DRAWN RY_ HERITAGE
CNEOtm BY:
ORDER
_ MEET NM
nalR Grn RD.
I
DATE; 03 JUNE 99 a""KE 99D49CI OR
SHEET LIST
TOWER / SHELTER DATA
SITE DATA
SITE NAME:
PROFESSOR BOWL NEST
SHEET
TTTLE
TOWER TYPE;
EXISTING MONOPOLE COLOCATION
MSA/RSA:
MSA
CR S
NEICN7•
MIA
STATE:
ANS
S U
COUNTY.
SIZE OF PROPERTY:
I A x30.00'
1
COVER SHEET
2
SITE BOUNDARY SURVEY
MANUFACTURER:
- N/A
PROPERTY OWNER:
-• NEWMAN E. MCGEE, JR
3
SITE PLAN -
ADDRESS:
NIA
3.1
TOWER COMPOUND PLAN & DETAILS
FOUNDATIRNS:
N/A
4
SHELTER FOUNDATION & DETAILS
LICNTINC.
5
ELECTRICAUGROUNDING
PHONE NO:
— N/A
TOMER CONTRACTOR:
N A—
IA
ELECTRIC UTILITY.'
EXT£RGY
ADDRESS:
PHONE NO:
1-800-368-3749
PHONE NO:
/,
CONTACT:
AfA
TELEPHONE COMPANY
SOUTHWESTERN BELL
1-800-499.-7928
PHONE N0:
SHELTER SIZE:
12'z20'
MANUFACTURER:
F[BREBOND
OROUNDINC.
TYPICAL
SITE CONSTRUCTION CONTACT:
DAVE TAYLOR
ADDRESS:
ONE ALLIED DRIVE
LITTLE ROCK, AR 72202
PHONE NO:
(501) 905-8500
ALLTEL SERVICE MANAGER:
HIKE STAFFORD
ONE ALLIED DRIVE
STREET
CITY. ST Z!P
[JIT4E ROCK AR 72202
(501) 905-5131
PHONE N0:
-
RELEASED FOR COMMENTS
ONE ALLIED ORNE Ullk Rook,
Olr— (sol) 905i70o I_: (sol) 9oss•c3
M1O7�" PROFESSOR BOWL WEST, LITTLE ROCK, ARKANSAS
E)OST(NG MONOPOLE COLOCATION
d�rnF: COVER SHEET _
M.
DOG®b9: HERRAGE M"E"MM�a C L MSA
DRAWN RY_ HERITAGE
CNEOtm BY:
ORDER
_ MEET NM
nalR Grn RD.
I
DATE; 03 JUNE 99 a""KE 99D49CI OR
to O 10
CWWHtC SCALE IN FEET
BASIS of BEARING
ME filar 0 x�7x •n
OL
a u v 40.7747404'
I= oLw & 129L
LEGEND
raMDlo.aort
s 10.0 047
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nnw C-4
fJ P
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ADM Pals uE
A- XLU• 114
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EL 4mw nmlm et f¢T-
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HETES AND BOUNDS DESCPoPTION FOR
15.60 -FOOT BY 30.00-FO0
T LEASE AREA:
a wli� 41O w4 L1.1/7a11 Mora, .Ns . 20....1 W M M
Tart Dry A+noL Ei7 � !a W 4080. AY..1
0w1x a ..++. ••
AN.r+a ars !'«15e� M to. .1 r..
.+N tMl
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ria W '7.AL 7111Na !Yah 07 p4'.a 17 N:rlr�lIII C�+•14 fat. M
20.4 Mal..p 207 ••'►-• 47 .i.A-
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pr...+ .rte 201 41. POKI or Y1C47a 04 r.. V3 wail rl ilu
w
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411;3 I-1 we= @ ../� 63 1.:.Ir A ..rN.. SW RCKM
1••V 1104;[ arra +A.« 740 ..20440 u a..r� L.O. 7%206 rrl
Nr.r7•Yl L.OI /20•!•20 rwt boa %.ret al pans 47
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Wil- 44 mama 1..L 1511 1.R AW rui r. i.a1. r-
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METES AND BOUNDS DESCRIPTION FOR
5 -FOOT AND 12 -FOOT WIDE ACCESS EASEMEN1
• a•.r•.4 407! w r.r/Iun4 a r bN
Tort sales A80116%
u7 r uw � nru COO$% ~•40++20 r
,,"w L, a.w 0. rw 6 o r M Put Lew K fir." 04...17.
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.x arm m 4Y•rl•r OS ..4rLa x 41.s1r rml nam 1..L' Won
20.71 O1 �ws Sr ..i-14. la .20-401 owoI 1rmt A y s t
ow a 1T .. L4, m TOLE 3MA w pwx.
ITAN. Iso rcNa 402020 4040"+• •, .Wr a aa° £-L
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TIENCE rrlh .M N••rl••• 2..W1r 11 40840~ 1-L .L15[
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Centerline of E+tsii Tower:
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C11RYitt1Q'S NOTES'
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ONE ALLIED ORWE U,11E-ROCK ARIAMW 77307
m1;c.: (501) am -000 T_ (5Os) nas esss
jj4EMKISWIG
FESSOR BOWL WEST, LITTLE ROCK, ARKANSAS
E10STING MONOPOLE COLOCATION SRE BOUNDARY SURVEY
REYL91ON9 CELL SM
.n,.r-..uw ..wMSA
mw.ET No.%RELEASED FOR COMMENTS 0' 2 5_24-99 FN""M 99049.2 OP.
1
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C11RYitt1Q'S NOTES'
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m1;c.: (501) am -000 T_ (5Os) nas esss
jj4EMKISWIG
FESSOR BOWL WEST, LITTLE ROCK, ARKANSAS
E10STING MONOPOLE COLOCATION SRE BOUNDARY SURVEY
REYL91ON9 CELL SM
.n,.r-..uw ..wMSA
mw.ET No.%RELEASED FOR COMMENTS 0' 2 5_24-99 FN""M 99049.2 OP.
GRAPHIC SCALE IN FEET
BASIS or BEARING
TIM ME* 4a If. 0-6
a x44Y4P1'
A 4�++• r t(5Y47]C
N �4iMl
LEGEND
—� lacs
■ 1999 Omamtl
i las da
� ttnm lots
f a.m lac .mmar an
arT I ml Ammm
—rr- ADWL Immo ac
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r
r�
QCof�
w111i11
Ott^.
f}:
RUN NEW FENCE
TO EXISTING
CORNER POST
L O T $ 3 A 0 pg]T f 0 Y
A K 9 OW NEW STEEL -
a +" E �e STOUR L
d j u�� \ 1 1 1��ti' ■t�i�il �L � f7
■
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' IN'41 [ 4a
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49�` :_`tiara-• :rte'
Centerline of Ezistina Sower.
MAO 27 Cc°rd6wtm
Latit.dc h..0 39'4557.W
Lor.911ua4: Ind 0927Y3e_w
IMO 93 CoerdmOt�
Lat:odc mom 3r4n7-0'
L.4a d. tM ®Z�'3931'
MAYO 19M Ele.°IdC
Ele oton n Imee . NCYO 29
Gre,.,d m To .. 406.7
Top of Tnwr Bow 4072
Top of Emt:q T. 3,581
Top of Hqh st AppwWQgC 5615
REMOVE 5 LF OF
EXISTING EAST
FENCE FOR
INSTALLATION OF
NEW STAIR.
s.
1
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s 9}'4744• E
16.
' + ALONG NORTH, SOUTH A EAST
11
( SIDES OF PROPERTY
1. 1
o
�. 4
°
ELEVATION OF TOP OF FOUNDATION
�. SLAB FOR UNOCCUPIED 12'x20'
c ■17
EQUIPMENT SHELTER FOUNDATION
'' ' SLAB EQUALS 417.75.
t l i 1 1 1 1 1
;' •'..�
,
0A !rw
Too N �
JRUN NEW FENCE
TO EXISTING
CORNER POST '*
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RELEASED FOR COMMENTS
NOTE5:
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MA44B
ONE ALUE11 DRNE LeOe Rock. Arlm1 72202
011ier, laol) Sae-aloo F. (601) x05-640
RIDJECT: PROFESSOR BOWL WEST, LITTLE ROCK, ARKANSAS
EXISTING MONOPOLE COLOCATION
afEET TrnE: SITE PLAN
DE�tv4Eo 9T: HERITAGE REV91@C CELL SM
MSA
DRAYM Illy: HERITAGE
CHECKED BY: DLW 7HEETMO.3
WORK CPA" NM
DAM 03 JUNE 99 FIlENAME 99049C3 OF'
NOTE:
ALL HANDRAILS. CRATING. ANCHOR BOLTS.
AND STRINGERS ARE TO BE HOT DIPPED
GALVANIZED.
TYPICAL SECTION THRU TOWER COMPOUND
REMOVE 5 LF OF EXISTING WEST
FENCE FOR INSTALLATION OF
NEW STAIR. SET NEW POST AS
REQUIRED.
NEW STEEL
STAIR
WOOD FENCE -[-f IIl1i�Jil[illfffll
EXIST.
CONC.�EX5
PAD EQUIP. I
EXIST. E J f
f
GATE L_
EXIST. -- � -•f I ---
EQUIP. L J i
EXISTING _ _
CONC. PAD -
EXISTING
MONOPOLE
NEW WAVE
GUIDE BRIDGE
EX W. EQUIP.
RUN NEW FENCE
TO EXISTING
CORNER POST
NOTE:
EXISTING FENCING
ON TOP OF RETAINING
WALL IS CHAIN LINK.
RUN NEW FENCE NEW 6' CHAIN LINK FENCE
TO EXISTING ALONG NORTH, SOUTH k EAST
CORNER POST SIDES OF PROPERTY, SET 6' INSIDE
PROPERTY LINE ALL AROUND.
Cl
I I uyR OF BURIED TELEPHONE SERVICE.
J Law SEE SHT 5 FOR MORE INFO
(FIELD VERIFY LOCATION
W/LOCAL TELCO)
CT
� d
tv iA
Impfr OF
WMIWACC N
Wca BURIED ELECTRICAL SERVICE
TO SHELTER (FIELD VERIFY
LOCATION W/UTIIITY CO.)
N
I
FOR FOUND. SLAB AND
12'x20' SHELTER
(SEE SHEET 4 FOR
MORE INFORMATION)
EL. 417.75
B TOWER COMPOUND PLAN_
3.1 scat e: r gra a -
NORTH
EXIST. 6' HIGH
CHAIN LINK FENCE
BEYOND
EL. TOP OF -
CRATING 419.17
E1amxG '
6 CONCRTE
m RETAINING
�+ o WALL. BEYOND
-
p N
a e
T.O.C. £L. 407.17
16 T ® g�' = 14'-3- 3' -0 -
HANDRAIL
PIPE 1 1/4 STD. NEW 12x20
1[ FIBREBOND
-- - EQUIPMENT
SHELTER
CONC. STAIR
BEYOND
C10 CONC. FTC
STRINGER AHC B FENCE
. ' RETA POST-TYP.
TAU
E r. WADE --
r ----EL. 418.50----;-�-------�
EL 40422
LIMIT OF
LEASE AREA
/ NEW 6' HIGH
CHAIN I= FENCE
EL. 417.75
EXISTINGGRADE VARIES
FROM 415.00 TO 416.22
nr------------------
N
1'-6' DIA.
TYP.
RELEASED FOR COMMENTS
MOBILE
*.E AWED vent 1A0. %. r . rr=
am: (301) oar-&-wo r- I3oe1 Wo wta
'T' PROFESSOR BOWL WEST, LITTLE ROCK, ARKANSAS
Emma MONOPOLE COLOCATION
s>�rTmE TOWER COMPOUND PLAN 6 DETAILS
DF9DNm BY: HENTACE eEv�sloN3 -
CELL NFL.
MSA
DRAWN BY: Hm"CE
CHECKED BY: rew
s EEr 110.
OF: • 6
YNMORDEAM
DATE DJ NNE 29 FLLENAIE 99D49C31
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4'-6'
'-
4'•-6'
20'-0"
e I = I 4 IL
vt
----------
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8" in 1'-8' S' x 20' BLOCKOUT FOR
TELCO CONDUIT ENTRANCE
I LSEE SHT OCATION 3.1 FOR CONDUIT
`I I� E
I CKOUT FOR ELECTRICAL SERVICE k
I UNDERGROUND CONDUIT ENTRANCE SEE I
SHEET 3.1 FOR CONDUIT LOCATION I I
f 1 I I 4 in
I I
j i I
8�^ PROVIDE 1/2" THICK JOINT 6' THICK CONCRETE SUB (3000
MATERIAL BETWEEN SLABS Psi CONC AT 28 DAYS) W/ WWF I I I FACE OF
I I 6x6 - W2.9xW2.9 O MID -DEPTH I I SHELTER
I OF SUB SURFACE TO BE BROOM !
1 FINISH. SLAB TO BE LEVEL AND
FLAT WITHIN +/- 1/4'
' L_-
L------------------------------- — -- ------_------_-
— — TYPICAL TIE DOWN — SEE
�SHEET
L3x3x1/4 f (TYTPICAL 415 PLACES)
1" 2 TREAD
' I STAIR. SEE
REFER TO SITE PLAN FOR SLAB LOCATION AND ORIENTATION
- - - - - - - - - - - -
-1 1/4" GALV.
I
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fa
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EXIST. 12' WIDE —a
CONC. RETAINING I
WALL I I
6"
7'-
4'-6'
'-
4'•-6'
20'-0"
e I = I 4 IL
vt
----------
/r','xg"
8" in 1'-8' S' x 20' BLOCKOUT FOR
TELCO CONDUIT ENTRANCE
I LSEE SHT OCATION 3.1 FOR CONDUIT
`I I� E
I CKOUT FOR ELECTRICAL SERVICE k
I UNDERGROUND CONDUIT ENTRANCE SEE I
SHEET 3.1 FOR CONDUIT LOCATION I I
f 1 I I 4 in
I I
j i I
8�^ PROVIDE 1/2" THICK JOINT 6' THICK CONCRETE SUB (3000
MATERIAL BETWEEN SLABS Psi CONC AT 28 DAYS) W/ WWF I I I FACE OF
I I 6x6 - W2.9xW2.9 O MID -DEPTH I I SHELTER
I OF SUB SURFACE TO BE BROOM !
1 FINISH. SLAB TO BE LEVEL AND
FLAT WITHIN +/- 1/4'
' L_-
L------------------------------- — -- ------_------_-
— — TYPICAL TIE DOWN — SEE
�SHEET
L3x3x1/4 f (TYTPICAL 415 PLACES)
12" x 12" x 3/8" It
(A36) (4 REQUIRED)
SEE PLATE ELEVATION
CHAMFER 6DCES-
3/4" TYP
a o
° ANCHOR PLATE
SUPPLIED BY
SHELTER MFG
PLATE ELEVATION
SHELTER FLOOR
AND WALL PANELS
3/4" DIA x 6" EXPANSION
ANCHORS - 1 EA ANCHOR PLATE
&ETPI!E DOWN DETAIL
t -1 -0L:
•.
T
PNROy1Oi "'""W.
W( 40 TTP. 04.
Iffm iO O>•' SLAB
mTHAI DinEOS a t'
1" 2 TREAD
' I STAIR. SEE
REFER TO SITE PLAN FOR SLAB LOCATION AND ORIENTATION
- - - - - - - - - - - -
-1 1/4" GALV.
A TYPICAL 12'x20' - SHELTER SLAB
STL GRATING
SCALE: 1/2"=1'-O"
-HANDRAIL PIPE
1 1/4" STD. (TYP.)
SITE WORK NOTES
ALL SITE ARATION SHALL BE P ER THE RECOWM MIN�ISGARNER
TYP.
WORK WILL R OUIRETHE FOLLWING MUMEFFORT
ENGINEERING THIS WORK
T.D.G. EL=415.17
A. SITE STRfPPING:
REMOVE SURFACE GRASS, ORGANIC AND OTHER OBJECTIONABLE
L3x3x1/4x0'-3^
MATERIALS FOR A DEPTH OF 9 (NINE) INCHES.
g3 NOSING BAR (TYP_)
B. SITE QUALITY CONTROL:AFTER SITE SIRIPPINC IS COMPLETED. A
z
REPRESENTATIVE OF GARNER ENGINEERING PRESENT TO PROBE AREA SO
-
O i i
AS TO IDENTIFY ANY AREA OF SITE WHICH WOULD BE CLASSIFIED AS
ozi
UNACCEPTABLE AND BE REQUIRED TO BE UNDERCUT.
n
ALL MATERIAL USED AS BACK FILL FOR AREAS REQUIRED TO BE
FL 3/4"!
UNDERCUT SHALL BE APPROVED BY GARNER ENGINEERING AND SHALL
o
BE PLACED IN LIFTS HAVING A LOOSE THICKNESS OF 8 INCHES. EACH
L)
LIFT SHALL BE COMPACTED TO 95% OF VOQtn PROCTOR DENSITY AT
8" 15 DOWELS c
OPTIMUM MOISTURE CONTENT.
[I
C. FILL MATERIAL'
ALL MATERIAL USED AS FILL MATERIAL INSIDE STEM WALLS
MI
SHALL BE 'C -BALLAST'.
12" x 12" x 3/8" It
(A36) (4 REQUIRED)
SEE PLATE ELEVATION
CHAMFER 6DCES-
3/4" TYP
a o
° ANCHOR PLATE
SUPPLIED BY
SHELTER MFG
PLATE ELEVATION
SHELTER FLOOR
AND WALL PANELS
3/4" DIA x 6" EXPANSION
ANCHORS - 1 EA ANCHOR PLATE
&ETPI!E DOWN DETAIL
t -1 -0L:
•.
T
PNROy1Oi "'""W.
W( 40 TTP. 04.
Iffm iO O>•' SLAB
mTHAI DinEOS a t'
1" 2 TREAD
' I STAIR. SEE
x6 - W2.9.W
EL � 417.75
DET.@)
WWF (ITP)
a. 1'
15-S G 1D" D.G.
n i
CONTINUOUS
DBL 3/4-
CNANFER
CONTINUOUS -
2.4 SHEAR
' KEY (TYP.)
cLR
6'
YO
L6uu KLYETNELTENE
11p15tuPE BARRIER
moss's • To'
O,C. HORIL
FILL WAIL
KAu
�- #5 DOWELS C 10-
12-
JIL�IIi its — #sscart.
.lASE BARS
VUNDISTURBED SOIL
B STEMWALL DETAIL
4 CA . 4=1 -
STAIR LANDING. SEE
1" 2 TREAD
' I STAIR. SEE
DETAIL@)
NOSING
DET.@)
4
a. 1'
15-S G 1D" D.G.
II
TYP.
j
T.D.G. EL=415.17
`hgy
1 1/4' STD. L3x3x1/4
L3x3x1/4x0'-3^
_
g3 NOSING BAR (TYP_)
r w cO
m
4 8.30 -•-• x3- -- W.W.F. SEE PLAN
m "i
-
O i i
EL=417.75
TWO 5/8" DIA. GALV..
!16 as
I = FOR STEMWALL, is
o
l
.n SEE DET.@)
1 4
FL 3/4"!
uWi
N ;
F.G. ALL CLR
�
CIO STRINGER ;
8" 15 DOWELS c
°
[I
O 10' O.C.
MI
EL.=415.42
iv
FILL
o
MAT'L FOR STEMWALL, SEE
F.G. 3/4"0 A307 A.B_
2'
WALL `' )EL.=414.00
2'-D'
a
EXIST. RETAINING—.
WALL
1'-0" 1'-0" #4 STIRRUPS
2L -_O -
(C
STAIR DETAIL
4 J
5L;ALL: =1 -
AR
18 TREADS O 9 1/2'. = 14'-3"
3'-0' 1"
B
HOSING
ONE AWED DRIVEUllk RockA..'Nma, 72201
905 "63
1 1/4" GALV. STEEL
ar �: (5o1) oo5asoD
GRATING. CONNECT
3/8" BASE PLATE WITH
WITH GALV. SADDLE
TWO 5/8" DIA. GALV.
CUPS & STAINSTEEL
_
A325 BOLTS FOR
SCREWS. w
CONNECTION OF POST
}
TO CIO
"6
TOP C10
' I STAIR. SEE
DET.@)
II
4"
HANDRAIL PIPE
j
Q
mI
`hgy
1 1/4' STD. L3x3x1/4
L3x3x1/4x0'-3^
G`p+�L,
SHELF
3/8" BASE PLATE WITH
4"
O
�i
TWO 5/8" DIA. GALV..
!16 as
l
A325 BOLTS -
FL 3/4"!
uWi
EXIST. RETAINING ��
1/4" CLOSURE PLATE .
11 A307 A.B.
�
WALL �
,
1 3 3/16
13x3x}x0'-3'
� s
rye
PRO.IEriTIOiI
F.G. 3/4"0 A307 A.B_
2'
3-f5's x 3'-6" s.�
TOP k BTM. NP 1PR02ECTx1N
1'-0" 1'-0" #4 STIRRUPS
O 9" 14'-7"
END OF TREAD do
qOF FOOTING
AR
p STAIR DETAIL
B
4 AL: 4=1-0
ONE AWED DRIVEUllk RockA..'Nma, 72201
905 "63
ar �: (5o1) oo5asoD
PROFESSOR BOWL WEST, LITTLE ROCK, ARKAHSA!
EK=NG MONOPOLE COLOCATION
rmt�
SHFLTER FOUNDATION 6 DETAILS
_
Cal MSA
-
n
SHELTISIX
m
NO.
RELEASED FOR COMMENTS uAm
99o.9C4 of --
I . . 0
I
m
4'-0' L019C II III=�IIII
GALDxEIs T"E51'
LEAD TO GROUND �=
ROD o
BUILDING
PERIMETER
GROUND LOOP
FINISH GRADE
��I�I=ILII
B' : 2'-10' PVC SOIL
PIPE WITH THREADED CAP
GROUND ROD PER PIAN
A TEST WELL DETAIL
J
_RUr-M SCALE
CUT PVC ON
ANCLE TO MATCH
1/2- PVC
ATTACH GROUNDING -
LEAD TO CROUNDINC
SYSTEM PER PLAN
aJ B BUILDING GROUND DETAIL _
RF COAXIAL
PORT (TTP)
PEEP CROUNDING
STRAPS (TYP)
COPPER SANDWICH
BAR MFG. PROVIDED
ATTACH SANDWICH
BAR 2'-6' BELOW
FIN. GRADE INTO
GROUND LOOP
HALO GROUND LEADS
CADWELD TO EA END
OF SANDWICH BAR
NOTE:
INSTALLATION INSTRUCTIONS
ARE INCLUDED WITH -PEEP- KIT
CONTRACTOR TO FOLLOW
MFC'S SPECIFICATIONS
pOLYPHASER EARTHED ENTRANCE PANEL
EXTERIOR GROUNDING DEVICE __ _
J NOT To SCALE
EXISTING
TOWER
LEC
(SEE DUT. A, THIS %ff; 7
4
SEE�DEP'BTER �T'HIS SHEET g UND LEAE 3
LITE:NLY -
SEE SHEETS 3.1 & 4 FOR
AND LOCATION OF TOWER
AND EQUIPMENT SHELTER
x �
1
5
b x a' -O' GROUND ROD PER
S�LCS AT 8'-0" OC MAX. ORSVE
2'-O' NIR BELOW GRADE TYPICAL
EXISTING TOWER
GROUND LOOP
ELETRICAL POWER POLE
PER DETAIL b' TINS SHEET.
SEE SREET 3.1 FOR LOCATION
rlEl)l TO BE READABLE TRRU
CE
Q GENERAL NOTES:
I. CONTRACTOR SVALL PROVIDE 02 SOLID 'PINNED
COPPER WIRE GROUNDING LEADS PER SPECS
AT LOCATIONS INDICATED ON PLAN. ALL LEADS
EXTERIOR BLDG TD BUILDING GROUND SUBSYSTEM HAIR GROUND
BAR IADP SHALL BE PARS OF THE HALO GROUND SYSTEM,
GROUND
PER BA 'C' AND SHALL. BE ATTACHED TO THE TOWER, SHELTER
ANo FENCE UPON COMPLETION OF THEIR CONSTRUCTION
THIS SHEEP .
ALL UNRI
DERGROUND LEADS TO BE UUED 2'-6" DEEP PETR
SPECS, LENGTH OF LEADS TO HE FIELD DETERMINED.
2. PROVIDE GROUNDING LEAD FROM INTERIOR HAL*
GROUNDING R)NC AT FA CORNER OF SHELTER. (4 REQ'D)
3. PROVIDE GROUNDING LEAD FROM TELCO BOARD (1 REQ'D)
4. PROVIDE GROUNDING LEAD FROM EXISTING TOWER,
5. PROVIDE GROUNDING LEAD FROM POWER POLE. (I REQ'D)
S. PROVIDE GROUNDING LEAD FROM EXTERIOR BUILDING
GROUND NAR. (I REQ'D)
7. PROVIDE GROUNDING LEAD MON WAVE CURIE BRIDGE,
ATTACH TO WAVE GUIDE SUPPORTS AS REQ'D. (1 REQ'D)
B. PROVIDE GROUNDING LEAD FROM 200A PANEL BOARD
(L R"'ll)
8. PRO DE GROUNDING-D)
LEAD FROM INTERIOR MASTER CROUNE
E TOWER COMPOUND PLAN - ELECTRICAL / GROUNDING
C�L}Pi 6 POPE
LTrtRANCE CAP ~
(PERSPECS) 2 HOLD CONDUIT STRAPS
AY 7'-Q' OC TYPICAL
[)CAPACITOR
•t 200A METER BASE
(PER SPECS) 2' RIGID GALVANIZED CONDUIT
6
COMPOUND� (PER SPECS) ARRESTOR
FENCE B 20M DISCDNNECT r�HER
[PER SPECS) _
(E DARE TD,NED SO(lD
� >! [OPPE7l GROUND Iran W
a e I/2 RODND PLASTIC co
ry I -I EARTH
I
-( II(' 2" PVC COATED D' MLN
N
CAUWELD AIL CORW.11111
LOCATION SEE SHEET 4
UNDERCHOUND ;SFS CROUNOIS(G
RF COAXIAL
PORT (TTP)
PEEP CROUNDING
STRAPS (TYP)
COPPER SANDWICH
BAR MFG. PROVIDED
ATTACH SANDWICH
BAR 2'-6' BELOW
FIN. GRADE INTO
GROUND LOOP
HALO GROUND LEADS
CADWELD TO EA END
OF SANDWICH BAR
NOTE:
INSTALLATION INSTRUCTIONS
ARE INCLUDED WITH -PEEP- KIT
CONTRACTOR TO FOLLOW
MFC'S SPECIFICATIONS
pOLYPHASER EARTHED ENTRANCE PANEL
EXTERIOR GROUNDING DEVICE __ _
J NOT To SCALE
EXISTING
TOWER
LEC
(SEE DUT. A, THIS %ff; 7
4
SEE�DEP'BTER �T'HIS SHEET g UND LEAE 3
LITE:NLY -
SEE SHEETS 3.1 & 4 FOR
AND LOCATION OF TOWER
AND EQUIPMENT SHELTER
x �
1
5
b x a' -O' GROUND ROD PER
S�LCS AT 8'-0" OC MAX. ORSVE
2'-O' NIR BELOW GRADE TYPICAL
EXISTING TOWER
GROUND LOOP
ELETRICAL POWER POLE
PER DETAIL b' TINS SHEET.
SEE SREET 3.1 FOR LOCATION
rlEl)l TO BE READABLE TRRU
CE
Q GENERAL NOTES:
I. CONTRACTOR SVALL PROVIDE 02 SOLID 'PINNED
COPPER WIRE GROUNDING LEADS PER SPECS
AT LOCATIONS INDICATED ON PLAN. ALL LEADS
EXTERIOR BLDG TD BUILDING GROUND SUBSYSTEM HAIR GROUND
BAR IADP SHALL BE PARS OF THE HALO GROUND SYSTEM,
GROUND
PER BA 'C' AND SHALL. BE ATTACHED TO THE TOWER, SHELTER
ANo FENCE UPON COMPLETION OF THEIR CONSTRUCTION
THIS SHEEP .
ALL UNRI
DERGROUND LEADS TO BE UUED 2'-6" DEEP PETR
SPECS, LENGTH OF LEADS TO HE FIELD DETERMINED.
2. PROVIDE GROUNDING LEAD FROM INTERIOR HAL*
GROUNDING R)NC AT FA CORNER OF SHELTER. (4 REQ'D)
3. PROVIDE GROUNDING LEAD FROM TELCO BOARD (1 REQ'D)
4. PROVIDE GROUNDING LEAD FROM EXISTING TOWER,
5. PROVIDE GROUNDING LEAD FROM POWER POLE. (I REQ'D)
S. PROVIDE GROUNDING LEAD FROM EXTERIOR BUILDING
GROUND NAR. (I REQ'D)
7. PROVIDE GROUNDING LEAD MON WAVE CURIE BRIDGE,
ATTACH TO WAVE GUIDE SUPPORTS AS REQ'D. (1 REQ'D)
B. PROVIDE GROUNDING LEAD FROM 200A PANEL BOARD
(L R"'ll)
8. PRO DE GROUNDING-D)
LEAD FROM INTERIOR MASTER CROUNE
E TOWER COMPOUND PLAN - ELECTRICAL / GROUNDING
C�L}Pi 6 POPE
LTrtRANCE CAP ~
(PERSPECS) 2 HOLD CONDUIT STRAPS
AY 7'-Q' OC TYPICAL
[)CAPACITOR
•t 200A METER BASE
(PER SPECS) 2' RIGID GALVANIZED CONDUIT
6
COMPOUND� (PER SPECS) ARRESTOR
FENCE B 20M DISCDNNECT r�HER
[PER SPECS) _
(E DARE TD,NED SO(lD
� >! [OPPE7l GROUND Iran W
a e I/2 RODND PLASTIC co
ry I -I EARTH
a
-( II(' 2" PVC COATED D' MLN
M6110CONDUIT FOR SUB PENETRATNIN
CAUWELD AIL CORW.11111
LOCATION SEE SHEET 4
UNDERCHOUND ;SFS CROUNOIS(G
3'-O'
SPEC FOR ROBE INFOR)UATIDNI
12 ARC BARE TLNNED CU -ME TO CROUNO RINC
MAINTAIN A B' SEPARATION BETWEEN GROUNDING LEAD
5/B" DIA x S'-A'
AND CONOUR IF INSTALLED IN SAME TRENCH
GROUND ROD
-
D POWER SERVICE ENTRANCE
5 j NOT TO 5
RELEASED FOR COMMENTS
OEM
"MU
MOBILE
ONE .LVED DRNE Ulu. Rec1, A•lu,vaa 72p2
OIIIa: (701) 905-II700 F— (701) 905-6463
P"Ojr"` PROFESSOR BOWL WEST, LITTLE ROCK, ARKANSAS
EXISTING U0140POLE COLOCATION
SHEETT"LE: ELECTRICAL I GROUNDING
DEAMED BY: ALLTEL REVISIONS CANE
MSA
D",AWN BY: ALLTEL
CHECKED WY: SHEET M0.
WORK DIDIEA ND. _ ]-
DATE 03 JUNE 99 FlLEMAME 99049C5 OF- ���lll A