HomeMy WebLinkAboutZ-5430-I Map3"
^ I (10ys") (21Yz")
to
Ij
N
(26'-67/s" [318%"] SHIPPING DIMENSION)
(16'-6" [198'1)
(16'-0" [1921)
WAVEGUIDE
LOCATION "B1"
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o °00 co FOR SHIPPING
rt ®I®
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! ENTRY
i am T
V I ® I ® PPVC SCH 40 G
ENETRATION CASTAT451*
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R
(16'-0" [1921)
(3")—
(10113")
841" -
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(1,.) -
(10" TYP) (8" TYP)
(100" TYP)
8'-8" [104"]
(21X2")
0
(3")
e�
(8"TYP) — (8" TYP) -- (10" TYP)
'
-(100- TYP)
(8'-8" [104"])
(16'-6" [198"1)
(16'-0" [192"])
WAVEGUIDE WAVEGUIDE
LOCATION "D2" LOCATION "D1"
(21X2")
(3")
�� � I - -1 - =I t7
AGGREGATE FINISH TYPICAL
ALL WAILS .
1" PVC SCH 40 •: -
CROUNDING PENETRATION
AST AT 45' y �i- .:{ - - '., r j; `��' _ } .: R .•.
(8" TYP)
(1 OX")
(8.1)-
(104")
8.1)-(10 4")
(1 O") c"�v
(102")
u u
Q
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" Z
SCALE: N.T.S.
6
5
a
FINAL CD ISSUED
7 8/28/13 PRELIM CD ISSUED
1 8/13/13 ENLARGED SITE PLAN
CENTRAL ARKANSAS SURVEYING INC.
11708 Kanis Road SCF"
Little ROCK AR 72211
Phone. 150157230497 C' _ Th
Fa> (501) 2304%
E -Mail: rsaras@swheJl-net
WEsTv wER
COMMUNICATIONS INC
4700 South Bowman Road. Suite 700
Little Rock. AR 72210
PH 15011 221-6093
FAX: 15011 221-8629
/I00
Si ADZ
yIf ARKAN AS
REGISTERED
PROFESSIONAL
1- ENGINEER
-�?REST t
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.
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PROFESSIONAL
1- ENGINEER
-�?REST t
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.
at&t Plumbing Diagram
at&t Plumbing Diagram
700 VICS B50 1900 854 1900 700 700 AWS Lo alkJAWS'
H T4CT
70000.1 RRH j M(DE-)RRH
•.Tw .n: II
� I I I I
r,9.r MOM, 4Amn 4Wn FOwa
urgoarer •dutrCeridl 10.esbare/ 19a�.ur+Krl ; Plenl
llrr UYA LM,d UN
UMTS LTE
(EW: 6601 w 2xM-W ClscadM) fE::l 6601 x 2.0101)
SECTOR "A" 1
SCALE: N.T.S.
JI IL IL-7 II',
85G RRH 4900 RM TW. sWC-f RRH I 7770 M MK
cursor_ - I •an -t'• c7M.0e.
I � I
a"
T 1.�
! I
A1em Mels 1410tH 41nr. DOWN
foaseDanc) lHene6ardl IHOseMrdl iSawhwrit Plrq
Un,• ln'1 Un4 Ural
UMTS LTE
(8M 6601 w2rDUVf Cascadodl IE+A 6601 w 2xDULl
SECTOR "B" Z
SCALE: N.T.S.
at&t Plumbing Diagram
850 1900 850
* 7 V
N::�9j6J13
FINAL CD ISSUED
13 PRELIM CD ISSUEDI3 fNIARGED SITE PLAN
700 VJGS
h:V
WESTv WER
COMMUNIGAT►GALS INC
9700 South Bowman Road, Suite 700
Uttle Rook, AR 72210
PH 1501) 221-6093
FAX: 1501) 227-8629
c) N
�0N�
UMTS LTE
I EI.'!: 6601 w 2XDUW Casc2d0d) (El; CAD t I. 2.DUL
SECTOR "C" 3
SCALE: N.T.S.
W LU
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CENTRAL ARKANSAS SURVEYING INC.
Q
1 1708 Kan's Road
ED
m
Little Rock, AR 12211
-
Phone: (501 -223-0497
FaX: (501
asgsw4%
E -Mail: rsatas@swbell.ne[
G
700 VJGS
h:V
WESTv WER
COMMUNIGAT►GALS INC
9700 South Bowman Road, Suite 700
Uttle Rook, AR 72210
PH 1501) 221-6093
FAX: 1501) 227-8629
c) N
�0N�
UMTS LTE
I EI.'!: 6601 w 2XDUW Casc2d0d) (El; CAD t I. 2.DUL
SECTOR "C" 3
SCALE: N.T.S.
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PROFESSIONAL
ENGINEER
r
ES- \ 01
9 6 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 8/13/13
DRAWNBY_ LMR
CHECKEDBY: RSA
SHEET TITLE:
SECTORS A/ B/ C
DRAWING NO. REVISION:
I RF -1 3
ANTENNA INFORMATION CHART ,
5
4
3 9/6/13WPRELIMCD
2 8/2B/I36/13/!3
CENTRAL ARKANSAS SURVEYING INC.
11708 Kanis Road ��
U01e Rock AR 722!1
Phone: (50(!}7 997
Fax [501)-2734496
E -Mail: rsaras@swM" net �G '
WEsT WER
COMMUNICATIONS INC
9700 South Bowman Roaa Suiue 700
Little Rock, AR 72210
PH (501( 221-6M
FAX: (50 1(22143629
Antenna 1
Antenna 2
Alpha
Antenna 3
Antenna 4
Radiation Height
100 ft
Iv
w
m
100 ft
Azimuth
Azimuth
_ACL CL
w
0,
SBNH-1D6565C
SBNH-1D6565C
Antenna Model
SBNH-1D6565C
SBNH-1D6565C
Andrew
KRC 118 048/1
KRC 118 04811
Manufacturer
Andrew
Andrew
#NIA
Ericsson
Ericsson
Dimensions
#NIA
#N/A
None
#NIA
#NIA
TMA Vendor/Model
None
None
NIA
None
None
# of TMAs
N/A
N1A
# of Feedlines
NIA
NIA
Feedline Type
Fiber
Fiber
Fiber
Fiber
# of Feedlines
RRH Model
RRUS-11
RRUS-11
RRUS-11
RRUS-11
Feedline Size
1
14
1
i 1
RRH Model
RRUS-11
RRUS-11
RRUS-11
Rol IQ "
RRH Qty
1
2
1
ANTENNA INFORMATION CHART ,
5
4
3 9/6/13WPRELIMCD
2 8/2B/I36/13/!3
CENTRAL ARKANSAS SURVEYING INC.
11708 Kanis Road ��
U01e Rock AR 722!1
Phone: (50(!}7 997
Fax [501)-2734496
E -Mail: rsaras@swM" net �G '
WEsT WER
COMMUNICATIONS INC
9700 South Bowman Roaa Suiue 700
Little Rock, AR 72210
PH (501( 221-6M
FAX: (50 1(22143629
Antenna 1
Beta
Antenna 2
Antenna 3
Antenna 4
Radiation Height
�z
100 ft
Iv
w
m
Azimuth
120°
_ACL CL
w
Antenna Model
SBNH-1D6565C
SBNH-1D6565C
KRC 118 048/1
KRC 118 048/1
Manufacturer
Andrew
Andrew
Ericsson
Ericsson
Dimensions
#N/A
#NIA
#N/A
#NIA
TMA Vendor/Model
None
None
None
None
# of IMAs
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
14
1
i 1
ANTENNA INFORMATION CHART ,
5
4
3 9/6/13WPRELIMCD
2 8/2B/I36/13/!3
CENTRAL ARKANSAS SURVEYING INC.
11708 Kanis Road ��
U01e Rock AR 722!1
Phone: (50(!}7 997
Fax [501)-2734496
E -Mail: rsaras@swM" net �G '
WEsT WER
COMMUNICATIONS INC
9700 South Bowman Roaa Suiue 700
Little Rock, AR 72210
PH (501( 221-6M
FAX: (50 1(22143629
Antenna 1
Gamma
Antenna 2
Antenna 3
Antenna 4
,Radiation Height
�z
100 ft
Iv
w
m
Azimuth
240°
_ACL CL
w
Antenna Model
SBNH-1D6565C
SBNH-1136565C
KRC 118 04811
KRC 118 04811
Manufacturer
Andrew
Andrew
Ericsson
Eri csso n
Dimensions
#NIA
#N1A
#NIA
#NIA
TMA Vendor/Model
None
None
None
None
# of TMAs
NIA
N/A
NIA
NIA
Feedline Type
Fiber
Fiber
Fiber
Fiber
r# of Feedlines
Feedline Size
(RRH Model
j RRH Qty
RRUS-11
1
RRUz
2
RRUS-11
1
RRUS-11
1
ANTENNA INFORMATION CHART ,
5
4
3 9/6/13WPRELIMCD
2 8/2B/I36/13/!3
CENTRAL ARKANSAS SURVEYING INC.
11708 Kanis Road ��
U01e Rock AR 722!1
Phone: (50(!}7 997
Fax [501)-2734496
E -Mail: rsaras@swM" net �G '
WEsT WER
COMMUNICATIONS INC
9700 South Bowman Roaa Suiue 700
Little Rock, AR 72210
PH (501( 221-6M
FAX: (50 1(22143629
ills�ATE j'N
ARIUN AS
i * * *
REGISTERED
PROFESSIONAL
ENGINEER
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: 8/13/13
DRAWN BY: LMR
CHECKED BY. RSA
SHEET TRLE:
RFDS
DRAWING NO. REVISION:
RF -2 3
0 'N
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ARIUN AS
i * * *
REGISTERED
PROFESSIONAL
ENGINEER
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: 8/13/13
DRAWN BY: LMR
CHECKED BY. RSA
SHEET TRLE:
RFDS
DRAWING NO. REVISION:
RF -2 3
ITEM
`c -;'-
-LEASE EXHIBIT
(SCALE: l' -z --26'—O")
LANDSCAPING (TYPICAL)
EXISTING 8'-0" WIDE
LANDSCAPE BUFFER (TYPICAL)
NOTES:
1. BOUNDARY AND PROPOSED SITE FEATURES ARE
BASED ON FIELD MEASUREMENTS. CONTRACTOR
SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY
DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS
AND THIS DRAWING.
2. ANY MATERIALS STORED ON SITE SHALL BE
STORED IN CLOSED OR COVERED CONTAINERS AND
ALL EXCESS WASTE MATERIALS WILL BE
PROPERLY DISPOSED OF.
CALL BEFORE YOU
DIG — DRILL — BLAST
(800) 482-8998
or 811
(TOLL FREE)
www.arkonKall.com
ARKANSAS ONE
CALL SYSTEM,
INC.
OFESSIONAL
ENGINEER
No. 12331 j
REVISIONS BY CHK, BY DATE
Tower Assets Newco VIII LLC
�
—EXISTING 12'
HARDY ENGINEERING, INC.
DOUBLE ENTRY
GATE
airacc e+
_T. L. HARDY 08/28/13
ENGINEERING AND CONSULTING
209 LINDEN STREET, P.O. BOX 708
TRUSSVILLE, AL 35173
PHONE: '(205) 655-1427 FAX: (205) 661-9027
"PPMU s< 647E
—
- AR8053_LE F AS SHOWN LE
LANDSCAPING (TYPICAL)
EXISTING 8'-0" WIDE
LANDSCAPE BUFFER (TYPICAL)
NOTES:
1. BOUNDARY AND PROPOSED SITE FEATURES ARE
BASED ON FIELD MEASUREMENTS. CONTRACTOR
SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY
DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS
AND THIS DRAWING.
2. ANY MATERIALS STORED ON SITE SHALL BE
STORED IN CLOSED OR COVERED CONTAINERS AND
ALL EXCESS WASTE MATERIALS WILL BE
PROPERLY DISPOSED OF.
CALL BEFORE YOU
DIG — DRILL — BLAST
(800) 482-8998
or 811
(TOLL FREE)
www.arkonKall.com
ARKANSAS ONE
CALL SYSTEM,
INC.
OFESSIONAL
ENGINEER
No. 12331 j
REVISIONS BY CHK, BY DATE
Tower Assets Newco VIII LLC
�
p71°` e' ° - WE-.p���e
C;.E. PERSONS 08/21/13
HARDY ENGINEERING, INC.
PEG57M PNGFE55 Mk ENMM SEALASE �
AR8E —LITTLE ROCK
LITTLE ROCK, ARKANSAS
FOR
Tower Assets Newco VIII, LLC
airacc e+
_T. L. HARDY 08/28/13
ENGINEERING AND CONSULTING
209 LINDEN STREET, P.O. BOX 708
TRUSSVILLE, AL 35173
PHONE: '(205) 655-1427 FAX: (205) 661-9027
"PPMU s< 647E
—
- AR8053_LE F AS SHOWN LE
�c 1 x 6 BOARDS -
VERTICALLY, 2 x 6'S MAY
SLOPE OR BE HORIZONTAL
TO ACCOUNT FOR GRADE
CHANGES. SPACE 1 x 6
BOARDS EQUALLY (3/3' MAX.)
THE TOP AND BOTTOM
WOOD CROSS BRACES
SHALL BE PLACED 6'
FROM THE END OF THE
WOOD PICKETS. THE
MIDDLE BRACE SHALL 81
CENTERED WITHBY THE
FENCE.
q A'—A' D[f4T rAr-c Trn r mr 1—v
INSIDE COMPOUND i OUTSIDE COMPOUND
ATTACH EACH 2 x 6 CRQss BRACE TO
THE 4 x 4 TREATED WOOD Pov Wf{H
2.3' x 1/4' GALVANIZED UTC SOLTS wITR
WASHERS' (TYP.)
2 x 6 TRFATFk WOOD CROSS
BRACE (TYP_)
ATTACH EACH 1 x 6 WOOD PICKET
TO THE 2 x 6 CROSS BRACE WITH
3 GALVANIZED NAILS (TYP.)
I x 6 W000 PICKET (TYP.)
TYPICAL. ELEVAII-QN
IN i x 4 TREATED WOOD POST (TYP_) 4 x 4 TREATED WOW POST (IYP.)
INSIDE COMPOUND INSTALL 1 it 6 BOARD
AT END OF FENCE IF
SIDE IS VISIBLE
OUTSIDE COMPOUND 2 x 6 TREATED WOOD CROSS BRACE (7YP.)
1 x 6 1H<:AIED WOOD PICKET (1YP.)
PLAN VIEW
A.Tr Aer u.n _ .n•�s'
QUAIL 2
NTS _
7YPICAL WOOD FENCING
aEfAiL1
t4Ts _
CORNER, GATE, OR
LL F7JD POST
TYPICALCORNER
ESA L (ED
TYPICAL WOOD FENCING
1. ALL WOOD FENCE POSTS AND RAILS TO BE NO. 2 PINE CCA
PRESSURE TRFATED LUMBER.
2. P)CKEiS TO BE 7/6 ' THtCK NO. 1 SPRUCE OR CCA PRESSURE
TREATED PINE CORNER AND CATE POSTS TO BE 6X6 14401 PINE
CCA PRESSURE TREATED LUMBER.
Q 3. LU POSTS
TO BE 4X4 NO. 2 PINE CCA PRESSURE TREATED
cc
C ALL HARDWARE TO BE HOT DIP GALVANIZED.
TYP.)
TYPICAL WOOD INQTES
DETAIL 4
NTS
VERIZONW/RELESS
TRIVESSEEROTNERSHIP
3100 WEST ENDAVENUE
SUITE 1100
NASHVILLE. TN 37203
APPROVALS
CARRIER
LANDLORD
LEASWO
CONSTRUCTION _
PROJECT NO:
DRAWN BY: JAL
CHECKEDBY: JOH
APPROVED BY: MDB
1 O71f fGSUF.D 7:OFi CDHS►.
0 I0V2Md 188.UE10FORi1E EW
� oae oxeouax:w
P I:R
1AH,SAS
EGISTERE D
PROFESSIONAL
ENGINEER
• **1fr
•� 119ylf
VALID --lm a K7LL7
6mwTTM
FENCE
DETAILS
10
EST. NOM GNNET1C
` 1.75't
i
W E
S
C
0
0
0
o
0
0
O
O
lo C)
INSTALL NEW 7 G
ELEAGNUS SHRUBS AT 4'-0'
Q.C., MEN. 30' TALL WHEN
PLANTED. SEE PLANT LIST
TABLE & TREE PLANANG
DETAIL THIS SHEET
INSTALL NEW 6' THICK LIMESTONE
GRAVEL & LANDSCAPE GE0IERTILE
FABRIC INSIDE COMPOUND & EXTEND
1' OUTSIDE FENCE CONSISTING OF 2'
LAYER a57 LIMESTONE GRAVEL. ON
TOP OF 2' LAYER CRUSHER RUN. ON
TOP OF 2" BASE 'OF Y TO DUST
COMPACTED.
INSTALL 2' MIN. LAYER CLEAN
PINESTRAW MULCH (EYP)
N
THIS PLAN IS BASED ON A SURVEY BY SMW
e4GINEERtNG GROUP, INC. DATED 04/05/05 do
STAMPED 05/18/03. CONTRACTOR SKULL
FIELD VERIFY ALL IXISTTNG CONDMOKS PRIOR
TO COMMENCEMENT OF CONSTRUCTION.
11
Ir I
L_1
a (D a a
[TVP}
27'-0' O.C. (TVP)
SITE LANDSCAPE PIAN
SCALE 3/16' - 1'-0'
Nl
1/
Y
Q a a a a
a
1
1
0
0
1
INSTALL NEW RED AMPLE
TREES AT 27'-0' O.C., MIN. i
2' CALIPER WHEN PLANTED.
SEE PLANT LEST TABLE & i
TREE PLANTING DETAIL
THIS SHEET
4' T." 36" OLAJA= EARTH SAUCER
TO RETAIN MULCH, 3" DEEP LAYER
SHREDDED BARK MULCH AROUND TREES
'•r
} RGM4 TOPSOIL HtXTURE TAMPED
SCARIFY SIDES tsr FIRM TO PREVENT SETREMENT
BEFORE PLANTING 5 TIMES 5K
ROOTEALL
I
PLANTING
QUANTITY FIC
NAME
UST
C
AMEN
Fy�TURE SIDE
8 'AICER RUBRlM'
RED MAPLE
60 FT x 20 FT
62 'ELEAGNUS PUNGENS
ELAEAGNUS
8 FT x 4 FT
pINESTRAW MULCH - 2' SETTLED LAYERS OF CLEAN STRAW
/
I
I
I
I
I
f
Nl
1/
Y
Q a a a a
a
1
1
0
0
1
INSTALL NEW RED AMPLE
TREES AT 27'-0' O.C., MIN. i
2' CALIPER WHEN PLANTED.
SEE PLANT LEST TABLE & i
TREE PLANTING DETAIL
THIS SHEET
4' T." 36" OLAJA= EARTH SAUCER
TO RETAIN MULCH, 3" DEEP LAYER
SHREDDED BARK MULCH AROUND TREES
'•r
} RGM4 TOPSOIL HtXTURE TAMPED
SCARIFY SIDES tsr FIRM TO PREVENT SETREMENT
BEFORE PLANTING 5 TIMES 5K
ROOTEALL
I
PLANTING
QUANTITY FIC
NAME
UST
C
AMEN
Fy�TURE SIDE
8 'AICER RUBRlM'
RED MAPLE
60 FT x 20 FT
62 'ELEAGNUS PUNGENS
ELAEAGNUS
8 FT x 4 FT
pINESTRAW MULCH - 2' SETTLED LAYERS OF CLEAN STRAW
GENERAL PLANILa—DJM
1, ALL R1 VM MUST BE HEALTHY, VIGOROUS 61ATERIAL, FREE OF PESTS AND DISEASE.
2. ALL PLANTS MUST BE CONTAWER-GROWN OR BALLED ANO SURLAPPED AS SPECIFIED.
3. ALL TREES MUST BE STRAIGHT TRUNKED. FULL HEADED AND MEET ALL REQUIREMENTS
SPECIFIED.
4, ALL PLANTS ARE: SUBJECT TO THE APPROVAL OF THE ENGINEER'S REPRESENTATIVE BEFORE. DURING,
AND AFTER INSTALLATION.
5, ALL PLANTS AND PLANTING AREAS MUST BE COMPLETELY MULCHED OR COVERED IN PINE STRAW
AS SPECIFIED.
6. PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
JNDERCROUND UnLRTES AND SMALL AVOID DAMAGE TO ALL tMUTLES DURING COURSE OF THE WORK,
7. THE CONTRACTOR IS RESPONSIBLE MR FULLY MAINTAINING ALL PLANTING 0CLUDING, SLIT
NOT UMITYD M. WATERINO, SPRAYING, MULCHING. FUMUZATION, ETD.) OF PLANTING AREAS
vatt. THE. WORK i5 AGCTFTED IN TOTAL. BY THE ENGINEER'S RENIESENTATTM
8, 1HE CONTRACTOR AGREES TO PERFORM ALL LANDSCAPE LWNTENANCE (INCLUDING WATEMO) THROUGHOUT
THE ONE YEAR GUARANTEE PERIOD UNLESS OTHERM45E DETERMINED.
9. 711E CONTRACTOR %HALL COMPLETf1Y GUARANTEE ALL PLANT AIATERLAL FOR A PERIOD OF ONE YEAR AND
WME ALL REPLACEILENTS SUCRE OR AT THE END OF THE GUARANTEE PERIOD.
14. 'NE ENGINEER'S REPRESENTATIVE WILL APPROVE THE STAKED LOCATION OF ALL PLANT
MATERIAL PRIOR fNVALLATION.
11. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SKALL BE ACOUMATED FOR
TWD (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION.
12. ANY PLANT ILATERL& THAT DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE
OF THE WORK) SK4" SE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE
SAME SPECES. QUANTITY. SIZE AND MEETING ALL SPECIFICATIONS.
13. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK', LATEST EDITION.
REPRESENTS' GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS
FOR PLANT MATERIAL
14. ALL TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO GRADING.
15. UItDIsTuRBED SUFFFJLS SHALL BE REPLANTED TO BUFFER STANOAROS WHERE SPARSLEY VEGETATED
Oil WHERE DISTUREED AT APPROVED UnLFTY CROSSINGS. REPLANTING IS SUBJECT TO COUNTY ARBORIST
APPROVAL
16. SEE PLAN FOR MINIMUM PLANT SIZE, HEIGHT.
VER,L70NWIRELESS
GRIM PARTNERSHIP
3100 WEST END AVENUE
SURE 1100
NASHVILLE, TN 37203
APPROVALS
CARRIER
LANDLORD
LEASING
CONSTRUCTION
PRO.IECT NO
DRAWN BY. JAL
CHECKED HY: JOH
APPTiOVEO BY: MDB
�Z
B
ItilErGIZERED i
PROFESSIONAL a
ENGINEER
rr._-!_1
Ma.
lXCEI.L i�LLFERCAiIO !R 1FIC:
GM?AIMEM HILLS 110AD
BIRM1101AAL, ALASM A 3St73
PHOTO: 208 so Oleo
FAX: Z.FQ6.2632
PARKVIEW HIGH
SCHOOL
165746
LITTLE ROCK BTA
IACa0dulow"w A*0
2525 JOHN BARROW ROAD
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FROM TRAVELLING EAST ALONG INTERSTATE 630 IN LITTLE ROCK, ARKANSAS, TAKE
EXIT 68 TOWARDS BARROW ROAD. TURN RIGHT ONTO JOHN BARROW ROAD AND
HEAD SOUTH FOR 1.0 MILE. TURN LEFT ONTO PANKEY AVENUE. SITE IS ON RIGHT.
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COMMUNICATIONS INC
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PARKVIEW MAGNET
rr`wrrn--111710-
VLKILUN WIKLLL7J
CUSTOMER/APPLICANT
WESTOWER COMMUNICATIONS, INC.
4300 STOCKTON DRIVE
NORTH LITTLE ROCK, AR 72217
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:
LITTLE ROCK SCHOOL DISTRICT
AR 1402
JOHN BARROW ROAD
LITTLE ROCK, AR 72204
PFJLASKI COUNTY
PLOT DATE: 9/6/13
PROPOSED 120'-0' MONOPOLE
GEOGRAPHIC COORDINATES:
LA T.- 34'43'50.73" N
LONG: 9222'19.17"W
AMSL: 409'
ELECTRIC PROVIDER:
ENTERGY
(800) ENTERGY
CUSTOMER SERVICE
TELEPHONE PROVIDER:
AT&T
(800) 499-7928
CUSTOMER SERVICE
AREA OF LEASE SITE:
75' X 75'
A.D.A. REQUIREMENTS:
FACILITY IS UNMANNED AND IS NOT
FOR HUMAN HABITATION-
OCCUPANCY
ABITATIONOCCUPANCY TYPE:
UNMANNED
,t ; R APFR�
E)EVU
�±ticE �tJ'�IV YCID THIS PERMIT,
FSHEET INDEXFICATIONS
SP -2
SPECIFICATIONS
C-1
SITE SURVEY
C-2
OVERALL SITE PLAN
C-3
ENLARGED SITE PLAN
C-4
ELEVA110N & AZIMUTH PLAN
C-5
EQUIPMENT DETAILS
C-6
ICE BRIDGE DETAILS
C-7
SIGNAGE DETAILS
E-1
POWER & TELCO SITE PLAN
E-2fECTRICAL
DETAILS
GR-1UNDING
PLAN
GR-2OUNDING
DETAILS
GR -3
OUNDING DETAILS
GR -4
GROUNDING DETAILS
S-1 COMPUND DETAILS
S-2 SHELTER ELEVATIONS
S-3
SHELTER ELEVATIONS
RF -1
SECTORS A & B & C
RF -2
RDFS
1
SITE WORK GENERAL AL
1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF
CONSTRUCTION.
2 ALL EXISBNG ACB4E SEWER, WATER CAS ELECTRIC, AND OTHER UTV RES WHERE ENCOUNTERED W
THE WORK, SHALL BE PROTECTED 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 THE SUBCONTRACTOR WHEN EXCABVATING OR DRILUNG PIERS AROUND OR NEAR UIIUTES.
SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT
NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C)ELECTRICAL SAFETY 0) TRENCHING
AND EXCAVATION.
3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS
(GENERA NO - 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.
8. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION.
9. CONSTRUC77ON SHALL COMPLY WITH SPECIFICATION 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 SPECIFICATIONS, NEC
AND ALL APPLICABLE LOCAL CODES.
4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND 07HER REFUSE SHALL BE REMOVED
2.
CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO
FROM THE SITE AND DISPOSED OF LEGALLY.
W LU
� z
EQUIPMENT IS NOT BLOCKED.
5. ALL EXISTING INAC77VE SEWER, WATER GAS, ELECTRIC AND OTHER U71077ES, WHICH INTERFERE WITH
J.
WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF
THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERNSE
L <
THE NEC.
DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTON OF THE WORK, SUBJECT TO
= J~ CL CL
THE APPROVAL OF CONTRACTOR, OWNER AND/OR LOCAL UTILITIES.
4.
ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARA77ON AS REQUIRED BY THE
L-IL�J
NEC.
6. THE SUBCONTRACTOR SHALL PROVIDE S17E SIGNAGE IN ACCORDANCE WITH THE TECHNICAL
5.
CABLES SHALL NOT BE ROUTED THROUGH LADDER -STYLE CABLE TRAY RUNGS
SPECIFTCA77ON FOR S17E SIGNAGE AS PER AT&T STANDARDS N60034.
6.
EACH END OF EVERY POWER, POWER PHASE CONDUCTOR (I,EHOTS), GROUNDING AND T1 CONDUCTOR
7 THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT
AND CABLE SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL. TAPE (3M BRAND, 112"
AND TOWER AREAS.
PLASTIC ELECTRICAL TAPE WITH UV PROTECTION OR EQUAL) THE IDENTIFICATION METHOD SHALL
CONFORM TO NEC AND OSHA.
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 THE 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 STEFJ. 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 WITH ACI 301 SECTION 4.24.
MASONRY NOTES:
1. CONCRETE MASONRY SHALL BE LAID IN RUNNING (COMMON) BOND.
2 WALL SHALL RECEIVE TEMPORARY BRACING. TEMPORARY BRACING SHALL NOT BE REMOVED UNTIL
GROUT 15 FULLY CURED.
GENERAL NOTES.
1. FOR THE PURPOSE OF CONSTRUC77ON 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 THE 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
ATTEN7701V OF CONTRACTOR.
3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE W17H ALL APPLICABLE
CODES REGULATIONS AND ORDINANCES SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES
AND APPLY WI7H 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
JURISDIC77ONAL CODES, ORDINANCES AND APPLICABLE REGULATONS.
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
MANUFACTURERS 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 PR07ECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING
AND STRUCTURES ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE
SA77SFACT0N OF OWNER.
7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH PLAS77C TAPE PER COLOR SCHEDULE.
ALL EQUIPMENT SHALL BE LABELED M714 THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE
CONFIGURATION, POWER OR AMPACITY RA71NG AND BRANCH CIRCUIT ID NUMBERS (I.E PANEL BOARD
AND CIRCUIT ID'S).
B. PANEL BOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE
CLEARLY LABELED NTH PLAS7IC LABELS.
9. ALL TIE -WRAPS SHALL BE CUT FLUSH WITH APPROVED CUT7ING TO REMOVE SHARP EDGES.
10. POWER, CONTROL AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR
(114 AWIG OR LARGER), 600V, OX RESISTANT 7HHN OR THWN-2, CLASS B STRANDED COPPER CABLE
RATED FOR 90 DEG. C (NET & DRi) 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 (#6 AWG
OR LARGER), 60OV, OIL RESISTANT THHN OR THWN-2 CLASS B STRANDED COPPER CABLE RATED FOR
90 DEG C (WET & DRY) OPERATION LISTED OR LABELED FOR THE LOCA77ON AND RACE SYSTDrf USED
UNLESS OTHERWISE SPECIFIED.
12. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI -CONDUCTOR, TYPE TC
CABLE (114 AWS OR LARGER), 600V, OIL RESISTANT THHN OR IHWN-2, CLASS B S7RANOEO COPPER
CABLE RATED FOR 90 DEC C (WET & DRY) OPERA TON 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 DEC 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 (I.E. RIGID PVC SHEDULE 40 OR
RIGID PVC SHEDULE 80 FOR LOCA77ONS 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 NOW -METALLIC CONDUIT (I.E. RIGID. PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL BE
USED UNOERCROUNO: 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 -ITE 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 FIT77NGS 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).
LFlFCTRICAL INSTALLATION NOTES - TTNUE
23. EQUIPMENT CABINETS, TERMINAL BOXES JUNCTON BOXES AND PULL BOXES SHALL BE GALVANIZED OR
EPDXY-COATED SHEET 5TEEL, SHALL MEET OR EXCEED UL 50 AND RATED NEMA 1 (OR BETTER) INDOORS
OR NEMA 3 (OR BETTER) OUTDOORS.
24. METAL RECEPTACLE, SVOTCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-CDATEO OR
NON -CORRODING. SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER)
INDOORS OR NEMA 3 (OR BETTER) OUTDOORS
25. NON-METALLIC RECEPTACLE, SNITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS2, AND RATED
NEMA 1 (OR BETTER) INDOORS OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS.
26. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR
BEFORE COMMENCING WORK ON THE AC POWER DISIRIBU71ON PANELS.
27. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS CABLES AND DISIRIBUTION
PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND
PROPERTY.
28. INSTALL PLASTIC LABEL ON THE METER CENTER TO SHOW "AT&T WIRELESS."
GROUNDING NOTES
L ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND
ACPOWER GESS) SHALL BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING
CONDUCTORS IN ACCORDANCE WIIR THE NEC.
2. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL -OF -POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE
1100 AND 81) FOR GROUND ELECTRODE SYSTTEM5. 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 RESPON99LE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND
CONDUIT INSTALLATON 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 WITH LISTED
BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH #6 AX 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 INTH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE
FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT.
5. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN
INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES 16 AWG STRANDED COPPER OR LARGER FOR
INDOOR BTS #2 AWG SOLID TINNED COPPER FOR OUTDOOR BTS.
6. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK TO BACK
COIVNEC71ONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMITTED.
7. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL
BE #2 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 PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45 DEC
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 8Y EX07HERAIIC WELD CONNECTIONS
13. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE ICE BRIDGE AND
THE TOWER GROUND BAR.
14. APPROVED AN71OXIDANT COATINGS (LE. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION
AND BOLTED GROUND CONNEC71ONS
15. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH 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 WITHIN 6' OF MAIN GROUND WIRES WITH 1-12 AWG TINN-PLATED COPPER
GROUND CONNECTION.
19. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION 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-METALUC CONDUIT PROHIBITED BY LOCAL CODE), THE GROUND CONDUCTOR SHALL BE BONDED TO
EACH END OF THE METAL CONDUIT.
7
6
s
41
3 9/6J I3 FINAL CD ISSUED
y 1 8/26/13 PRELIM CD ISSUED
I B/I3/13 IENLARGEDSITE PIAN
CENTRAL ARKANSAS SURVEYING INC.
11706 k, AR Road
Little Rock AR 72211
Phone: (501 -223-0497
Fax (501),223M06
E -Mail: rya{ S@swbell net t '
1111ksTbWER-
COMMUNICATIOHS INC
4700 South Bowman Road, Swle 700
Uttle Rock, AR 72210
PH. (501( 2215093
FAX: 1501( 221-8629
,0051 A, E�0
yf�O ARx�L N SAS
REGISTERED
PROFESSIONAL
ENGINEER
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 -
1 START DATE: 8/13/13
DRAWN BY: LMR
CHECKED BY RSA
SHEET TITLE
SPECIFICATIONS
DRAWING NO. �REV610N
S_I 3
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,0051 A, E�0
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REGISTERED
PROFESSIONAL
ENGINEER
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 -
1 START DATE: 8/13/13
DRAWN BY: LMR
CHECKED BY RSA
SHEET TITLE
SPECIFICATIONS
DRAWING NO. �REV610N
S_I 3
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
RBS
RADIO BASE STATION
DWG
DRAWING
REF
REFERENCE
(E)
EXISTING
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
TIP
TYPICAL
GA
GAUGE
TBD
TO BE DETERMINED
GALV
GALVANIZED
TBR
TO BE RESOLVED
GC
GENERAL CONTRACTOR
(TYP)
TYPICAL
GEN
GENERATOR
OF
VERIFY IN FIELD
GRND
GROUND
LION
UNLESS OTHERWISE NOTED
IGR
INTERIOR GROUND RING (HALO)
yYryyF
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 EXIS77NG 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
CZ)o
NEW ANTENNA
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EXISTING
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ANTENNA
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ASPHALT
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ELECTRIC BOX
8/28/13 PRELIM CD ISSUED
UGHT POLE
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FND. MONUMENT
Z.....xx
SPOT ELEVATION
® SET ELEVATION
® REVISION
GRID
REFERENCE
DETAIL
SHL REFERENCE
ELEVATION
AI- 1
SECTIONS
AI- Ar AND DETAILS
S/G SOLID GROUND BUS BAR
S/N SOLID NEUTRAL BUS BAR
A A SUPPLEMENTAL GROUND CONDUCTOR
•2-P(HE iHEAMAI.-MAGNETIC
5:-
CIRCUIT BREAKER
0 0
SINGLE -POLE THERMAL -MAGNETIC
o CIRCUIT BREAKER
6 CHEMICAL GROUND ROD
® GROUND ROD
DISCONNECT SWITCH
O METER
■ CAOWELD TYPE CONNECTION
0 CLMWRES90N TYPE CONNECTION
GROUT OR PLASTER
EZZ::� BRICK
MASONRY
CONCRETE
EARTH
"aaaeeveaeooc" GRAVEL
PLYWOOD
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® WOOD CONT.
WOOD BLOCKING
L3 STEEL
-- CENTER LINE
- - - PROPERTY LINE
S S STEPPED FOOTING
MATCH LINE
�— WORK POINT
C COAXIAL CABLE
G GROUND WIRE j 2 AWG
— - - — GROUNDING WIRE
DIG ALERT
ONE CALL OF ARKANSAS
PH. (800) 482-8998
CALL 3 WORKING DAYS BEFORE YOU DIG
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9/6/13 FINAL CD ISSUED
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1
8T13/13 ENLARGED SITE PIAN
CENTRAL ARKANSAS SURVEYING INC.
I Kanis Roan ✓
Littlee RoRc, ck AR 7221 1
Phone: (sot 2X497 97 z' _
Fax 1501}2223-0946V
Email: rsa{as@zwbell ne[
WEST WER
COMMUNICATIONS INC
4700 South Bowman Road, Suite 700
Little Rock, AR 72210
PH1501) 221-6093
FAX: 15011 221-6629
DRAWN BY:
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NFORMATION CONTAINED IN THIS
OF DOCUMENTS LS PROPRIETARY
ATURE. ANY USE OR DISCLOSURE
HER THAN THAT WHICH RELATES
HE CLIENT IS STRICTLY PROHIBITED.
START DATE 8/13/13
DRAWN BY:
LMR
CHKKED BY:
RSA
SHEET TITLE:
SPECIFICATIONS
DRAWING NO.
SP -2
REVISION:
3
0
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LaowrmasA•r a..ww
ONE
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PLAN VIEW 1
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21
Scale 1" = 20'
I
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IahM1_' .
Surveyor's Notes:
1.9mb c1 i1mrin1P 9rkedx Avkx Sulk Ane Sark
2 This survey i valid only 1f the dmvmlg Includes the seal and
slgneture of the surveyor.
3 This survey meets weed "Arkansum Mlnlmum Standards for
Property Boundary Surveys end Plata
o61A .%cS er10lIIWWarlarlrl mkl64blb'AerI IOT 0-hava
tlered a Part of INS survey
5 All W lrgas were located by visible above ground maWngs w
marked by ufiey lembrs entl Shown hereon as located by
GEMal Arkansas Surveying, Inc. surrey field crews All uEIiy
beat—shown hereon are appreumeta All llNes may not
have been "n""Aocalad by the apprepiXe Ice No
acevedon has taken Place as of Mk tlete M tletarmlle Me axed
.,I- of elosbrg underground u6litles shown on this survey
6 Feld -11, complete July 3, 2013
7 -This is a Boundary Survey
B PalcellD#
9- Owner. Urge flack School District
LEGEND
0—FOUNDMONUMENT
O- SET #4 REHAR W/CAP
A- COMPUTED POINT
III CONTROLLING CORNEA
o SUPPORTPOLE
— POWER POLE
POWER POLE Wn RANSFORMER
X EARTHING ROD
TOWEfl
CONDUIT
PnONE PEMIAL
E— GUY ANCHOR
b RIE HMMIIT
29 OOMAOLWX
❑D EUCTNCAL TRAN901MER
N WATERVALW
c CAKZPARNER
E FyECT111CALtAMit
k SPOT ELEVATION
a@ SEWER MANHOLE
7///
$J
I /
VICINITY MAP N.T.S.
' J r-. .. T .. .gni'•,
` SITE
� � ~ h-� it '.. ... `• n
A
F -x ___yvj
LEASE PARCEL
{ 4,800 SD. F.T X
811 ACRES
x
—x—x—x
nil
x�
DETAIL VIEW
10 0 10 2e 110
iiiiii
Scale 1" = 10'
�— LEASE PARCEL DESCRIPTION
LEAe£PA%6L
A�bb Di b PIMI00 of run o . woo cf LaeOSan docenti N Ikul) bXh 9". I'll 3681 the Oi Cle6fa Once. P.IIuHrCVAIM. N1+>•0
'PaS .n 56rJaa 11, I*-V.O1 With pow 1b HAy p'p be.p.rylc pzM4W, Oesdticd m %1b" Ca v oNhbe with 5' chap ppp,n 17ae M Ltie
4gnn.ssi couleed110L1 bo* 1. Shc.o Ir AdL'i thancia no ROME 'E aoe11-.4372?4 feu t0a S8' NIW W W 0a P,X1I 019aVil-W
Ira ouNWM?'Eat detEft0010O.O WIbe SE'IptN AN. lhiIhcaS 8T4153 EOsarm O<p170 fodbe A'ronv OK elonL+t S[>P-IfSiB'wq
d9er,ee d mixNet m e 7151mb9' NO.17ance N 01'4 r v W a daacm 0 mm Wd ta1M Pon d 91Vhi $6d nbaV &—mW pipl ox"m 011
.ores, more or less
An mdga oarteet of land as cl—bed m Deed Book 844, Page 237,n the Cimult Clvks Office, Pulaski County, Alhanses
tying in Section 11, To,vnshp 1 North Range 13 West and being more pariculartyOpMillQd as ldi— Cy[lekrce al a 1'afrrP ppa n P1Me al uta
Northweatcorner of Lotl Block 1. Sandon Adtllaon: hencerun NOM736'EadEli 9137274 IwL1013,T'reber set'0l/rEvL1(Y' 1[41-Eitlfa►'r(q
of 60-OOl%I toe 5fB'reba, sen; (hence S 8741'53 E a distance o165AOfeel to the Poral of Begimhg al m Ingress/Egr a Llfl4y Eesened being 3D feel
h wbM end yfrg 151ee1 on each side of Ile Idio ng desedbetl mNellim, (hence N 19`3417 E a tllstance of 130 15 feel b a Paint Menne N W52'l14' E
e dam. x16235 feet to a Pomp thence N 35`1131' E a es anee of 6633leal to a paint; thence IN 875227' W e distance of 34176 leal, more or less, b
he
cenlel6n, of Barton/ Road and the Point al Ending Said eb— desabed easemenl contains 041 acres more or lass
eeemaa Mt({aI10+41n10llp/ala'tlnllep OTland as dao lhetl hDead 96'haMa PaO'•Main the CirWlClerks Office, Pulaski Couny,gry, sas
R 5xla1 r 1. Tp4na.p 11'lorat farye 15 N11�E entl bong r/ p/f]Orap�l7dpt/[� a ItllovS Commerce al a 1' omnP Pipe m Piece 111
1J01CA.[ar-0exrdlAc r, sydk 1-SecGem Ayq{6L<I,91n[c MN020738'E6Ce1XtoGel F1 -Ti Idpllo A C'17'lebar frlat N 021BT)TE a distance
d 12 52 feel b the %vY of Beginning of an Ue ty Easement being S Iselin MdM and ymg 2S teal on each stle of Ile foli,mrg descrbed ®noun.;
I Merck S 751539' W e dellarlce o1 135 60 Leel, mole or less to the Pant of Ending Sod above descnted easement centers 0 02 acres, more or lass
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ENLARGED SITE PLAN
CENTRAL ARKANSTSURVEYIN�GINC11706 Kanls Road
Little Rock AR 722Phone: (501)-22304Fax (5011 -223 -049
E -Mail: rsa-Cas@swbell.net �S'IKG
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No.176B
���nrlllla 1
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Yso�c� iwa
START DATE 8/13/13
AS—BUILT SURVEY 11 w L DRAWN BY. LMR
OF puwN 9r t RasriG CHECKED BY: RS%
AR1402 PARKVIEW MAGNET =Lrv: RSA f SHEETTiTLE
LOCATED IN DATE 81,3113 l SITE SURVEY
PULASKI COUNTY, ARKANSAS PLOTDRTE W13113 DRAWING NO- REVISION:
C-1 I 3
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�
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F -x ___yvj
LEASE PARCEL
{ 4,800 SD. F.T X
811 ACRES
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—x—x—x
nil
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DETAIL VIEW
10 0 10 2e 110
iiiiii
Scale 1" = 10'
�— LEASE PARCEL DESCRIPTION
LEAe£PA%6L
A�bb Di b PIMI00 of run o . woo cf LaeOSan docenti N Ikul) bXh 9". I'll 3681 the Oi Cle6fa Once. P.IIuHrCVAIM. N1+>•0
'PaS .n 56rJaa 11, I*-V.O1 With pow 1b HAy p'p be.p.rylc pzM4W, Oesdticd m %1b" Ca v oNhbe with 5' chap ppp,n 17ae M Ltie
4gnn.ssi couleed110L1 bo* 1. Shc.o Ir AdL'i thancia no ROME 'E aoe11-.4372?4 feu t0a S8' NIW W W 0a P,X1I 019aVil-W
Ira ouNWM?'Eat detEft0010O.O WIbe SE'IptN AN. lhiIhcaS 8T4153 EOsarm O<p170 fodbe A'ronv OK elonL+t S[>P-IfSiB'wq
d9er,ee d mixNet m e 7151mb9' NO.17ance N 01'4 r v W a daacm 0 mm Wd ta1M Pon d 91Vhi $6d nbaV &—mW pipl ox"m 011
.ores, more or less
An mdga oarteet of land as cl—bed m Deed Book 844, Page 237,n the Cimult Clvks Office, Pulaski County, Alhanses
tying in Section 11, To,vnshp 1 North Range 13 West and being more pariculartyOpMillQd as ldi— Cy[lekrce al a 1'afrrP ppa n P1Me al uta
Northweatcorner of Lotl Block 1. Sandon Adtllaon: hencerun NOM736'EadEli 9137274 IwL1013,T'reber set'0l/rEvL1(Y' 1[41-Eitlfa►'r(q
of 60-OOl%I toe 5fB'reba, sen; (hence S 8741'53 E a distance o165AOfeel to the Poral of Begimhg al m Ingress/Egr a Llfl4y Eesened being 3D feel
h wbM end yfrg 151ee1 on each side of Ile Idio ng desedbetl mNellim, (hence N 19`3417 E a tllstance of 130 15 feel b a Paint Menne N W52'l14' E
e dam. x16235 feet to a Pomp thence N 35`1131' E a es anee of 6633leal to a paint; thence IN 875227' W e distance of 34176 leal, more or less, b
he
cenlel6n, of Barton/ Road and the Point al Ending Said eb— desabed easemenl contains 041 acres more or lass
eeemaa Mt({aI10+41n10llp/ala'tlnllep OTland as dao lhetl hDead 96'haMa PaO'•Main the CirWlClerks Office, Pulaski Couny,gry, sas
R 5xla1 r 1. Tp4na.p 11'lorat farye 15 N11�E entl bong r/ p/f]Orap�l7dpt/[� a ItllovS Commerce al a 1' omnP Pipe m Piece 111
1J01CA.[ar-0exrdlAc r, sydk 1-SecGem Ayq{6L<I,91n[c MN020738'E6Ce1XtoGel F1 -Ti Idpllo A C'17'lebar frlat N 021BT)TE a distance
d 12 52 feel b the %vY of Beginning of an Ue ty Easement being S Iselin MdM and ymg 2S teal on each stle of Ile foli,mrg descrbed ®noun.;
I Merck S 751539' W e dellarlce o1 135 60 Leel, mole or less to the Pant of Ending Sod above descnted easement centers 0 02 acres, more or lass
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CKNTHAL
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QFINAL CD ISSUED
PRELIM CD ISSUED
ENLARGED SITE PLAN
CENTRAL ARKANSTSURVEYIN�GINC11706 Kanls Road
Little Rock AR 722Phone: (501)-22304Fax (5011 -223 -049
E -Mail: rsa-Cas@swbell.net �S'IKG
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No.176B
���nrlllla 1
0
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PROFESSIONAL
LENGINEER
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rn n THE INFORMATION CONTAINED IN THIS
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R. Z `o y 1 o BY NATURE- ANY USE OR DLiCLOSURE
ry N 1 n
QOTHER THAN THAT WHICH RELATES
E ¢ ^`:' m TO THE CLIENT IS STRICTLY PROHIBITED.
Yso�c� iwa
START DATE 8/13/13
AS—BUILT SURVEY 11 w L DRAWN BY. LMR
OF puwN 9r t RasriG CHECKED BY: RS%
AR1402 PARKVIEW MAGNET =Lrv: RSA f SHEETTiTLE
LOCATED IN DATE 81,3113 l SITE SURVEY
PULASKI COUNTY, ARKANSAS PLOTDRTE W13113 DRAWING NO- REVISION:
C-1 I 3
-]l
(E) LANDSCAPING
/ 30.
AECE�,
/ l UAIj/y F4�MF
��� NT
ORjPE�
(E) 11'-1" GATE
(E) LANDSCAPING �� r— X — X — x — x — x — x — x —
X —X —X —X
� x —x7X—
PROPOSED
x r
GPS ANTENNA
RE SHEET C-6
PROPOSED 24" WIDE ICE BRIDGE
RE SHEET C-6
PROPOSED ELECTRIC CONDUIT—
PROPOSED TELCO CONDUIT --
Y �
i
5• nun � -
i
(E) H -FRAME
(E) FENCE x
X r (E) FENCE PROPOSED 11'-5' X 16'-0' \
AT&T SHELTER x
RE- SHEETS S - 1&S-2 o
x ��
o�
z (E) GRAVEL PAD x
c�
x _
E E
❑` T x
X PROPOSED GENERATOR CONDUIT
(E) ICE BRIDGE
x
W O c
p X
o..
.. x (E) FENCE
X w
I PROPOSED 120'-0' MONOPOLE
x
(E) 120'-0' MONOPOLE
x (E) PLATFORM
� x
w
x
j m (E) H -FRAME
fl Q
W
~ W2`
0
x
I
(E) H -FRAME x
x
x
OVERALL SITE PLAN T NORm
SCALE: 1/8'= Y -O'
(E) LANDSCAPING
60" X 80' LEASE AREA
(E) LANDSCAPING
NOTE
ALL 07ILITY SERVICE POINTS OF ENTRY
SHALL BE VERIFIED W1714 ACTUAL SHELTER
MANUFACTURER DRAWINGS PRIOR TO INSTALLATION
7
6
5
1
3 9/6/13 FINAL CD ISSUED
2 8/28/13 PRELLM CD ISSUED
r 8/13/13 ENLARGEDSITE PLAN
WFST FR
COMMUNICATIONS INC
4700 South Bowman Road, Suile 700
Little Rock. AR 72210
PH 15011221-6093
FAX: 15011 221-8629
ONS
CENTRAL ARKANSAS SURVEYING INC.
11J W
'"O8 Kanis Road
Little Rock, AR 7221 I
Q
Phone: 1501 97
_
FCHECKIEDBY: RSA
Fal: 1501 234496
E -Mail: rsa-cas@swbell.ne[
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WFST FR
COMMUNICATIONS INC
4700 South Bowman Road, Suile 700
Little Rock. AR 72210
PH 15011221-6093
FAX: 15011 221-8629
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ARKANSAS
•
i+ REGISTERED
PROFESSIONAL i
k- ENGINEER
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9 6 13
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SET OF DOCUMENTS IS PROPRIETARY
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OVERALL SITE PLAN
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PROFESSIONAL i
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9 6 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.
DATE 8/13/13
BY: LMR
FCHECKIEDBY: RSA
LE
OVERALL SITE PLAN
DRAWING NO.
REV610N:
C-2
3
GENERAL NOTES
1. ALL STRUCTURAL STEEL SHALL BE HOT -DIPPED GALVANIZED AFTER FABRICATION.
Z 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 EXCEP71ON OF EMERGENCY CONDITIONS.
5. FACILITY HAS NO PLUMBING.
6. TOWER AND ANTENNA INSTALLA71ON 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.S.H.A. SAFETY GUIDELINES WHILE PaMING SERVICE FOR AT&T
8. WHERE A TOWER DOES NOT HAVE A PERMANENT FALL PROTECTION SYSTEM, 714E
CONTRACT COMPANY IS RESPONSIBLE FOR PROVIDING A SUITABLE SYSTEM FOR ITS
EMPLOYEES.
9. CONTRACTOR SHALL PERFORM A SAFETYINSPEC71ON 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 UN71L SUCH 71ME THE REPORTED SAFETY HAZARD CORRECTED.
THE SAFETY HAZARD, IF POSSIBLE, SHOULD BE CORRECTED BY THE CONTRACTOR WHILE
ON SITE, AFTER THE CONTRACTOR HAS. NOTIFIED AT&T OF THE HAZARD AND HAS
RECEIVED APPROVAL FROM AT&T TO €&WM THE CORRECTION.
LEGEND
CM- CROWN MONITOR
FP - FLASH POWER BOX
FB - FLASH BOX
M - METER
B - BREAKER
H - HOFFMAN BOX
MD - MAIN USCOATCT
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 11
5' UTIUN EASEMENT
ENLARGED SITE PLAN O
SCALE: 1' —10'-0' NQR�
/
/
1
/
I
6
s
a
3 9/6113 FINAL CD ISSUED
] B/2 13 PRELIM CD ISSUED
I Q/13JI3 ENLARGED SITE PLAN
CENTRAL ARKANSAS SURVEYING INC.
11700 AR Road e
Little Rock,
AR 72211
Phone: 1501 1.7230497
Fax (5011.223-0496
E -Mail: ma-os@sw6eJLnet �G '
WEsTowER
COMMLIIINICA77ONS INC
4700 South Bowman Roa4 Suite 700
Little Rork, AR 72210
PH 150112211093
FAX: 1501122143629
/oN-
SET OF DOCUMENTS IS PROPRIETARY
BY NATURE ANY USE OR DISCLOSURE
>N
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W�Y°
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START DATE 8/13/13
DRAWN BY: LMR
L,
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SHEET TITLE:
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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 8/13/13
DRAWN BY: LMR
CHECKED BY: RSA
SHEET TITLE:
ENLARGED SITE PLAN
DRAWING NO.
RLVLSION:
C-3
3
NOTE.
EQUIPMENT PLATFORM AND ANTENNAS ARE DESIGNED TO MEET
LOCAL BUILDING CODES, AND ANSI/EIA/71A-222-F STRUCTURAL
STANDARDS FOR STEEL ANTENNA SUPPORTING STRUCTURES. THE
DESIGN WIND SPEED IS 70 MPH.
ALL STEEL SHALL BE HOT -DIPPED
z
GALVANIZED.
NOTE:
THESE DRAWINGS HAVE BEEN PREPARED TO DEPICT
PROPOSED OVERALL TOWER HEIGHT DIMENSION AND SHALL NOTE: ANTENNA ARRAY MOUNTING HARDWARE MAY
NOT BE USED FOR CONSTRUCTION. CONTRACTOR TO VERIFY BE PROVIDED BY TOWER MFR. CONTRACTOR TO BID 270' 90
TRUE HEIGHT WITH TAPE DROP. SEPARATELY.
NOTE:
NO MODIFICATIONS OR TOWER ADDITIONS SHALL 180'
BE MADE WITHOUT APPROVED STRUCTURAL
ANALYSIS PREPARED BY OTHER.
TOWER MANUFACTURER'S SPECS, DESIGN, FABRICATION, AND
CONCRETE FOUNDATION DESIGN WILL BE PROVIDED BY
TOWER VENDOR.
TOWER SHOWN ON THESE PLANS IS REPRESENTATIVE ONLY
OF THE TOWER TYPE.
PROPOSED MONOPOLE
PROPOSED 6' CHAINLINK FENCE
W/3 -STRAND BARB WIRE
THESE DRAWINGS ARE NOT INTENDED TO
REFLECT THE STRUCTURAL INTEGRITY OF
THE TOWER. THE PROPOSED ANTENNAS
AND TRANSMISSION LINES SHOWN ARE
REPREWYTA77VE 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 LOCA710N
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.
PROPOSED ICE BRIDGE
RE SHEET C-6
PROPOSED 11'-5" X 16'-0" AT&T SHELTER
RE SHEETS S-1 & S-2
# ELEVATION VIEW
NEW UMTS PANEL ANTENNA NEW L7E PANEL AN7ENNA
MODEL S6NH-lD6565C MODEL: KRC 118 048/1
MANU: ANDREW MANU: ERICSSON AZIMUTIT: '
NEW UMTS PANEL ANTENNA AZIMUTH: 0' 00' NEW LIE PANEL ANTENNA
MODEL SBNH-106565C MODEL MC 118 048/1
MANU: ANDREW MANU: ERIC55ON
AZIMUTH: 0' AZIMUTH. O'
ALPHA SECTOR ("
NEW L7E PANEL AN7ENNA
MODEL KRC 118 048/1
MANU: ERICSSON
AZIMUTH: 240'
NEW LTE PANEL ANTENNA //� G
MODEL: KRC 118 048/1-
MANU: ERICSSON p
AZIMUTH: 240'
156
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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 UM7S PANEL ANTENNA
MODEL: SBNH-ID6565C
MANU: ANDREW
AZIMUTH: 240'
SYMBOL LEGEND
NEW RRUS-11
O NEW SQ140
DCS -48-60-18-8F
Q NEW LIE ANTENNA
dI NEW UMTS ANTENNA
NEW UMTS PANEL ANTENNA
MODEL: SBNH-ID6565C
MANU: ANDREW
AZIMUTH. 120'
NOTE
1' 708 Kanis Roatl
SUB -CONTRACTOR TO COMPLY WITH ALL FCC
Little Rock, AR 72211
AND FAA REGULATIONS ON THIS PROJECT
TOP OF TOWER ELEVATION = 120'-0" _
MANU: ANDREW
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NOTE:
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1. THE SIZE, HEIGHT AND DIREC77ON OF THE ANTENNA
/Q/� L
SHALL BE ADJUSTED TO MEET AT&T SUPPLIED RFDS.
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2. CONTRACTOR SHALL VERIFY HEIGHT AND DIREC710N OF
I J
MICROWAVE DISHES WITH PROJECT MANAGER.
dsK NEW AT&T ANTENNA CENTERLINE = 100'-0"
- - - - - - - -
J. ALL ANTENNA AZIMUTH TO BE FROM TRUE NORTH.
PROPOSED MONOPOLE
PROPOSED 6' CHAINLINK FENCE
W/3 -STRAND BARB WIRE
THESE DRAWINGS ARE NOT INTENDED TO
REFLECT THE STRUCTURAL INTEGRITY OF
THE TOWER. THE PROPOSED ANTENNAS
AND TRANSMISSION LINES SHOWN ARE
REPREWYTA77VE 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 LOCA710N
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.
PROPOSED ICE BRIDGE
RE SHEET C-6
PROPOSED 11'-5" X 16'-0" AT&T SHELTER
RE SHEETS S-1 & S-2
# ELEVATION VIEW
NEW UMTS PANEL ANTENNA NEW L7E PANEL AN7ENNA
MODEL S6NH-lD6565C MODEL: KRC 118 048/1
MANU: ANDREW MANU: ERICSSON AZIMUTIT: '
NEW UMTS PANEL ANTENNA AZIMUTH: 0' 00' NEW LIE PANEL ANTENNA
MODEL SBNH-106565C MODEL MC 118 048/1
MANU: ANDREW MANU: ERIC55ON
AZIMUTH: 0' AZIMUTH. O'
ALPHA SECTOR ("
NEW L7E PANEL AN7ENNA
MODEL KRC 118 048/1
MANU: ERICSSON
AZIMUTH: 240'
NEW LTE PANEL ANTENNA //� G
MODEL: KRC 118 048/1-
MANU: ERICSSON p
AZIMUTH: 240'
156
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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 UM7S PANEL ANTENNA
MODEL: SBNH-ID6565C
MANU: ANDREW
AZIMUTH: 240'
SYMBOL LEGEND
NEW RRUS-11
O NEW SQ140
DCS -48-60-18-8F
Q NEW LIE ANTENNA
dI NEW UMTS ANTENNA
NEW UMTS PANEL ANTENNA
MODEL: SBNH-ID6565C
MANU: ANDREW
AZIMUTH. 120'
NEW LIE PANEL ANTENNA
MODEL KRC 118 048/1
MANU: ERICSSON
AZIMUTH: 120'
7
6
s
4
3 9/6/13 FINALCDISSUED
2 8/28/13 PRELIM CD LCSUED
} 8/13J 13 ENLARGED SITE PLAN
CENTRAL ARKANSAS SURVEYING INC.
1' 708 Kanis Roatl
NEW UMTS PANEL ANTENNA
Little Rock, AR 72211
MODEL: SBNH-ID6565C
Phone: 1501]-22341947
MANU: ANDREW
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AZIMUTH: 120'
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NEW LIE PANEL ANTENNA
MODEL KRC 118 048/1
MANU: ERICSSON
AZIMUTH: 120'
7
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2 8/28/13 PRELIM CD LCSUED
} 8/13J 13 ENLARGED SITE PLAN
WiESTO WER
COMMUNICATIONS INC
9700 South Bowman Road. Suite 700
Little Rock. AR 72210
PH (501)221!093
FAX: 15011221-8629
CENTRAL ARKANSAS SURVEYING INC.
1' 708 Kanis Roatl
{�'
Little Rock, AR 72211
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Phone: 1501]-22341947
_
Fax (501(•77.73-044G
E�/lail: �saras@swbell.ne[
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WiESTO WER
COMMUNICATIONS INC
9700 South Bowman Road. Suite 700
Little Rock. AR 72210
PH (501)221!093
FAX: 15011221-8629
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�I+� ARZON'S AS
REGISTERED
PROFESSIONAL
ENGINEER
ONS
NEW LTE PANEL ANTENNA
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TO THE CLIENT IS STRICTLY PROHIBITED.
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�I+� ARZON'S AS
REGISTERED
PROFESSIONAL
ENGINEER
ANTENNAS:
REFER TO S17E CONFIGURATION SHEET FOR ANTENNA
MOUNTING HEIGHTS; MODEL NUMBER, AZIMUTH, ETC..
THERE WILL BE A TOTAL OF
8 LINES OF DC POWER
4 LINES OF FIBER NOTE..
CONTRACTOR TO VERIFY AZIMUTH DIRECTIONS
WITH RF ENGINEER.
START DATE
~ ��F?Er
NEW LTE PANEL ANTENNA
LMR
MODEL: KRC 118 048/1
9 6 13
MANU: ERICSSON
DRAWING NO.REVISION:
C-4
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 PROHIBITED.
ANTENNAS:
REFER TO S17E CONFIGURATION SHEET FOR ANTENNA
MOUNTING HEIGHTS; MODEL NUMBER, AZIMUTH, ETC..
THERE WILL BE A TOTAL OF
8 LINES OF DC POWER
4 LINES OF FIBER NOTE..
CONTRACTOR TO VERIFY AZIMUTH DIRECTIONS
WITH RF ENGINEER.
START DATE
8/13/13
DRAWN BY:
LMR
CHECKEDBY:
tRSASHEET TITLE
ELEVATION & AZIM
DRAWING NO.REVISION:
C-4
3
FIF CABINET
SCALE: N.T.S.
BAR CODE LABEL
PANEL HPGMT20
ONTROLLER
bsWdo E911 LMU
I PANEL
RACK
10KIY20)
71E BRACKET 02106-03
127591 GR6
GROUND I
I.
FUSE PANT
RET
TNePOSIt
7
6
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9
9J6113 FI NAL CD ISSUED
2 I B/28/I3 PRELIM CD ISSUED
I 6/13/I3 ENLARGED SITE PLAN
CENTRAL ARKANSAS SUIRV_E,jY.ING INC.
11706 Kanis Road
Little Rock AR 72211
Phone:I50ih2 97 V
Fac IS01M?? 046
E-mail: rsaras@swbeJl net
G
WksTDWER
COMAIUNICATIOMS INC
97005outh Bowman Road, Suite 700
LiWr Rock, AR 72210
PH 15011221-6093
FAX 15011221-629
(24'-B" [296"]) f 5� EZ zJ-J Z
(16'-0" [1921) -- (8'-8" [1041)I! 0�� H
(0/4") (14'-11Y2" [179y2"]) - - (64") 1_I L1
WAVEGUIDE
rLOCATION "Dl" LOCATI0 U
IDE
^ — (27}2") --- (24") -- (24") - - (24") - (24") (24 J") (S„)
(60")
- - -�—�r- ---x-- rr- 7r.. Z ATE 0 /
I I 1 - II ceNeRl II cEn ? ;I -� c}+�Idl II c�N�1c �E GENERAC AR�AS
N it 1 u rr I u e rn II a DIESEL GENERATOR
WAVEGUIDE I 1 n 1 I u 1r :1 ar 1 r 1t it B 1 n n s1 u 11 * Yr
LOCATION 'C1" • u 1r r1 ar 0 r u n 1 n n 1 1 u
�+r--
►� REGISTERED
I _____=====w= PROFESSIONAL 3
�N 31 �-� - i CONDULf TO BE ��- ENGINEER o t
EMBEDDED IN
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SHELTER INTERIOR SET OF DOCUMENTS IS PROPRIETARY
BY NATURE ANY USE OR DISCLOSURE
N THAT WHICH
RELATES
I ------ — — �AAN CE J& N.T.S TO THE CLIIENT IS STRICTLY ROH BITED.
I _ --- ER NEC
START DATE: 8/13/f3
DRAWN BY: LMR
--- — W .
W CHECKED BY: RSA
SHEE11
T TITLE:
OPTIONAL GENERATOR EQUIPMENT DETAILS
(24) (24") (24") -- (23") (23")-1— (23") -{► (3")`-�- OPTIONAL RECEPTACLE
WAVEGUIDE TELCO COMMTECH GENERATOR LENI NO. REVLSIOM
LOCATION "81' BOARD 4'X8' CONNECTION PANEL
TELCO OPTIONAL FUSED 5 3
GROUND BAR SERVICE DISCONNECT
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 SWF
(SEE NOTES)
VALMONT PN.- 81890
TRAPEZE SUPPORT
KIT 2'-6" O.C.
COAX (TYP.)
VALMONT PN# B130
PIPE COLUMN
3 1/2" O.D.x 15"
DIRECT BURIAL POSTS��
FINISH SLOPE TO DRAIN
W\y_
f�F/01
CONCRETE PIER--_
0
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12" MIN.
E
ICE BRIDGE SUPPORT POST FOUNDATION
SCALE: N.T.S.
1. SECTOR ORIENTATION/AZIMUTH WILL VARY FROU REGION TO REMN AND
IS SITE SPECIFIC, REFER TO RF REPORT FOR EAM 97E TO WOMINE
THE ANTENNA LOCATION AND FUNC71ON OF EACH TOWER SECTION FACE
Z THE STANDARD IS BASED ON EIGHT COLORED TAPES -RED, BLUE, GREEN,
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 714E CABLES, MARK ALL RF CABLES BY SECTORS
AND CABLE NUMBER AS SHOWN ON "CABLE" MARKING COLOR CONVENPON TABLE.
4. ALL COLOR CODE TAPE SHALL BE 3M-35 AND INSTALLED USING A MINIMUM OF
(3) WRAPS OF TAPE AND SHALL BE NEATLY TRIMMED AND SMOOTHED OUT SO
AS TO AVOID UNRAVELING.
5. ALL COLOR BANDS INSTALLED AT THE TOWER TOP SHALL BE A MINIMUM OF
3" WIDE AND SHALL HAVE A MINIMUM OF 3/4" OF SPACING BETWEEN EACH COLOR.
6. ALL COLORED BANDS INSTALLED AT OR NEAR THE GROUND SHALL BE A MINIMUM
OF 3/4" WIDE.
7. ALL COLOR CODES SHALL BE INSTALLED SO AS TO ALIGN NEATLY WITH ONE
ANOTHER FROM SIDE-TO-SIDE.
PROVIDE
APPLICABLE
PIPE -TO -PIPE
CLAMP
3 1/ 2" O.D. h
BRIDGE PO:
CELLULAR CABLE
HATCHPLATE
BOTTOM ROW
TO BE LEFT EMPTY
DENOTES COLOR CODING
MARKINGS
RED
BLUE BLUE
WHITE
BLUE BLUE °
BLUE BWE
RHITE
GREEN GREEN
BLUE BLUE
WN17E
LTE , UMTS / L7E
HATCH PLATE COAX Z
SCALE. N.T.S.
GPS ANTENNA (PROVIDED BY
AT&T INSTALLED BY GC.)
1 1/4 " O.D. X 3'-0" MAX.
GPS MOUNTING PIPE
(SUPPLIED BY G.C.)
GROUND WIRE FROM LMU
TO MGB - SECURE TO PIPE
'OAX CABLE (AS REQUIRED BY
INTENNA MANUFACTURER)
GPS ANTENNA
___(�)
SCALE: N.T.S
(2) DC POWER CABLES
(1) FIBER CABLE
r
6
5
A
9/6/13 FINAL CDISSUED
2 8/20/13 PRELIM CD ISSUED
1 8/13/13 ENLARGED SITE PLAN
CENTRAL ARKANSAS SUR,V��,,�ttE,,,,3333Y....ING INC.
11708Road
Utile Rack kAR AR 7221 1
97
Phone: (501 22304u
Fax (5 496 V.
E-mail- rsa-ms@swras@swhell net �
G
WESTowER
COMMUNICATIONS INC
4700 South Bowman Road, Suite 700
Little Rork, AR 72210
PH 1501)221!093
FAX: (501) 22143629
DRAWN BY:
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ICE BRIDGE SUPPORT POST FOUNDATION
SCALE: N.T.S.
1. SECTOR ORIENTATION/AZIMUTH WILL VARY FROU REGION TO REMN AND
IS SITE SPECIFIC, REFER TO RF REPORT FOR EAM 97E TO WOMINE
THE ANTENNA LOCATION AND FUNC71ON OF EACH TOWER SECTION FACE
Z THE STANDARD IS BASED ON EIGHT COLORED TAPES -RED, BLUE, GREEN,
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 714E CABLES, MARK ALL RF CABLES BY SECTORS
AND CABLE NUMBER AS SHOWN ON "CABLE" MARKING COLOR CONVENPON TABLE.
4. ALL COLOR CODE TAPE SHALL BE 3M-35 AND INSTALLED USING A MINIMUM OF
(3) WRAPS OF TAPE AND SHALL BE NEATLY TRIMMED AND SMOOTHED OUT SO
AS TO AVOID UNRAVELING.
5. ALL COLOR BANDS INSTALLED AT THE TOWER TOP SHALL BE A MINIMUM OF
3" WIDE AND SHALL HAVE A MINIMUM OF 3/4" OF SPACING BETWEEN EACH COLOR.
6. ALL COLORED BANDS INSTALLED AT OR NEAR THE GROUND SHALL BE A MINIMUM
OF 3/4" WIDE.
7. ALL COLOR CODES SHALL BE INSTALLED SO AS TO ALIGN NEATLY WITH ONE
ANOTHER FROM SIDE-TO-SIDE.
PROVIDE
APPLICABLE
PIPE -TO -PIPE
CLAMP
3 1/ 2" O.D. h
BRIDGE PO:
CELLULAR CABLE
HATCHPLATE
BOTTOM ROW
TO BE LEFT EMPTY
DENOTES COLOR CODING
MARKINGS
RED
BLUE BLUE
WHITE
BLUE BLUE °
BLUE BWE
RHITE
GREEN GREEN
BLUE BLUE
WN17E
LTE , UMTS / L7E
HATCH PLATE COAX Z
SCALE. N.T.S.
GPS ANTENNA (PROVIDED BY
AT&T INSTALLED BY GC.)
1 1/4 " O.D. X 3'-0" MAX.
GPS MOUNTING PIPE
(SUPPLIED BY G.C.)
GROUND WIRE FROM LMU
TO MGB - SECURE TO PIPE
'OAX CABLE (AS REQUIRED BY
INTENNA MANUFACTURER)
GPS ANTENNA
___(�)
SCALE: N.T.S
(2) DC POWER CABLES
(1) FIBER CABLE
r
6
5
A
9/6/13 FINAL CDISSUED
2 8/20/13 PRELIM CD ISSUED
1 8/13/13 ENLARGED SITE PLAN
CENTRAL ARKANSAS SUR,V��,,�ttE,,,,3333Y....ING INC.
11708Road
Utile Rack kAR AR 7221 1
97
Phone: (501 22304u
Fax (5 496 V.
E-mail- rsa-ms@swras@swhell net �
G
WESTowER
COMMUNICATIONS INC
4700 South Bowman Road, Suite 700
Little Rork, AR 72210
PH 1501)221!093
FAX: (501) 22143629
I�IS_A�TEE0
DRAWN BY:
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DRAWN BY:
ARL SAS
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►�►�
SHEETTRLE
ICE BRIDGE
REGISTERED
i
PROFESSIONAL
C-6
ENGINEER
ty��
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 8/13/13
DRAWN BY:
LMR
CHECKEDBY:
RSA
SHEETTRLE
ICE BRIDGE
DETAILS
DRAWING NO.
REVISION:
C-6
3
1nA —.oma . —i . 6 /-"%a, rr r
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 dfvlring undue altentian to the site. For
these types of situ the market may elect to holden
security in a more inrvsrbte manner. It is the
responsWity of the market to make prudent decisions
for unmanned core sites on a case by cost basis.
MAIN ENTRANCE/ FRONT DOOR OF BUILDING
SCALE: N.T.S.
INFORMATION
AT&T Mobility operates telecommunications antenna at this location.
Remain at least 3 feet away from any antenna and obey all posted
signs.
Contact the owner(s) of the antenna(s) before woking
closer than 3 feet from the antenna(s).
Contact AT&T Mobility at 800.63a-2922 pnorta performing any
maintenance or repairs near AT&T Mobllily hennas.
This is Site 9
Contact the management office if this doorthatchtgate is found
unlocked.
En esta propiedad se ubican antenas detelecanunicaciones
operadas por AT&T Mnbl lity. Favor manlanar una distancia de no
mends de 3 pies y obedecer todos ins avil-ns
Comunigese con el propietario o los propietados de las antes de
trabajar o caminar de menos de 3 pies de la antena
Comunlquese can AT&T Mobility 800.638-2822 anios de real¢ar
cUalquier manlanlmiento o reparaciones cera de las anllenas do
AT&T Mobility
Esta as la estacion base numero
Favor comunicarse con la oficina de la administration del
edificio si esta puerla o compuerta se encuentra sin candado
INFORMATION
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 where AT&T Mobility is permitted to post
RF safety signage, the typical RF exposure
signage consists of an A>FWUAVON" sign
inslatfed on entrance gates or adjacent to the
"CAUTION" 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 SIG"
SCALE: N.T.S.
r
6
S
4
3 9J6J13 FINAL CD ISSUED
2 8/28/13 I PRELIM CD ISSUED
1 8/13/13 ENLARGED SITE PLAN
CENTRAL ARKANSAS SURVEYING INC.
11708 kKanis AR 7-M Road
Littlee Rjock AR 71
r. -($01 0X 3-0-0449647 .
E-mail: rsa�as@svvbellnet11 V
Gt
WEsTowER
COMMUNICATIONS INC
4700 South Bowman Road Suite 700
Little Rock. AR 72210
PH (501) 221-6093
FAX: 150 1) 221-8629
DRAWING NO.
C-7 I4
REM
3
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REGISTERED
PROFESSIONAL
ENGINEER
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.
—j
START DATE 8/13/13
DRAWN BY: LMR
CHECKED BY: RSA
SHEET TRLE
SIGNAGE DETAILS
DRAWING NO.
C-7 I4
REM
3
(E) LANDSCAPING
PROPOSED GPS ANTENNA
RE SHEET C-6
PROPOSED 24" 141DE ICE BRIDGE
RE SHEET C-6
NEW 4° UNDERGROUND
CONDUIT FROM HOFFMAN BOX TO
AT&T SHELTER (+/-60) (IN A
COMMON TRENCH WITH POWER)
NEW 2" UNDERGROUND ELECTRICAL
CONDUIT FROM METER TO AT&T
SHELTER (+/-60') (IN A COMMON
TRENCH WITH TELCO)
INSTALL 200 AMP METER & DISCONNECT —
5 unLs� e�
r r
J
EXISTING METER BOXES
(E) H—FRAME
POWER AND TELCO SITE PLAN
SCALE: 1'=10'-O'
I
(E) LANDSCAPING
/
/
/
/
/
/
60' X 60' LEASE AREA
(E) LANDSCAPING
6
S
4
9/6/13 FINAL CD ISSUED
1 8/28/13 PRELIM CD ISSUED
8/I3/13 ENLARGED SITE PLAN
CENTRALARKANSAS SURVEYING INC.
11708 R Road
Little Rock.k. AAR 722111
Phone: (5011-223.0497
Fax(501) dbe6
E -Mail; rsa-casC@@swhell net C
G�
wEsTbWER
COMMUNICATIONS INC
9700 South Bowman Road, Suite 700
Little Rock, AR 72210
PH (5011221-6093
FAX: 1501) 221-8629
IffrS� A�6� -�
yyI ARKANSAS
REGISTERED
PROFESSIONAL
ENGINEER
ES 1; 4,00?
9j69j6j 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: 8/13/13
DRAWN BY. LMR
CHECKED BY: RSA
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9j69j6j 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: 8/13/13
DRAWN BY. LMR
CHECKED BY: RSA
SHEET TIRE:
POWER AND TELCO PLAN
rDWING NO. REjSI N:
-1
FRONT SIDE OF H -FRAME
(TYPICAL)
EXISTING
EXISTING TROUGH -1
INSTALL 200 AMP METER
EXISTING H -FRAME
EXISTING HOFFMAN BOX
(OTHER SIDE)
FINISHED GRADE, OR GROUND
COVER MATCH SLOPE AND
THICKNESS OF EXISnnlc
UNDISTURBE
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CONDUITS FOR T
ELECTRICAL, WHERE APPLICABLE *
Tocniru
BY SUB—CONTRACTOR BY SHELTER MFR AS NOTED
ALL PIPING ABOVE GROUND I I i� 1 r J
MUST BE METAWCW u u /GROUND I I
II
SCH 40 (USE SCH BO UNDER II II
ROAD BED) MIN JO- BELOW I I I
GRADE II II
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______-__'_____ �l l+� __ -____ =-__ �_ =_ -- - =�__ =� _
NEW UNDERGROUND TELEPHONE SERVICES IN
INSTALL GROUND ROD USE LONG SWEEPS 4" DIA. PVC CONDUIT SCH 40-30" MIN.
PER LOCAL UTILITY CO. AT ALL BENDS BELOW GRADE. PROVIDE FULL LENGTH PULL
REQUIREMENTS ROPE IN CONDUIT. VERIFY W/ LOCAL
TELEPHONE CO.
NOTES:
1. LEAN CONCRETE, RED—COLORED TOP, MAY BE USED IN
PLACE OF COMPACTED SAND.
* CONDUIT SIZE, TYPE, QUANTITY AND SEPARATION
DIMENSION TO BE VERIFIED WITH LOCAL UTILITY COMPANY
REQUIREMENTS
DIRECT BURY CONDUIT DETAIL
SCALE: N.T.S.
OUTLINE OF EQUIPMENT
SHELTER
MANUAL TRANSFER SWITCH (DY
SHELTER MANUFACTURER)
ELECTRICAL PANEL (BY
SHELTER MANUFACTURER)
SURGE ARRESTOR
(BY SHELTER
MANUFACTURER)
II
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200 AMP EMERGENCY
GENERATOR RECEPTACLE
4" DIA. PVC CONDUIT
SCHEDULE 40
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—J 2° DIA CONDUIT (H DIA. PVC CONDUIT
(HEAVYWALL) 90' SEEPING
G B D
BEND. SWEEPING BEND
POWER RISER DIAGRAM (TYPICAL)
SCALE: N T.S.
)NARY TAPE
OMPACTED SAND
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3 9/6/13 FINAL CD ISSUED
2 8/28/13 PRELIM CD ISSUED
I 8/13/13 ENIARGED SITE PLAN
=ARKAN-SASKANSAS SURVEYING INCUnis RoadR 7221 1FpZ23.099723-0f9a@swbeJl.net tiAV
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WEsT WER
COMMUNICATIONS INC
9700 South Bowman Road. Suite 700
Little Rork. AR 72210
PH (501) 221-6093
FAX: 15011 22141629
THE INFORMATION CONTAINED IN THIS
SET OF DOCUMENTS IS PROPRIETARY
BY NATURE ANY USE OR DLSCLOSURE
OTHER THAN THAT WHICH RELATES
TO THE CLIENT IS STRICTLY PROHIBITED,
START DATE B/ 13/ 13
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9/6/13
THE INFORMATION CONTAINED IN THIS
SET OF DOCUMENTS IS PROPRIETARY
BY NATURE ANY USE OR DLSCLOSURE
OTHER THAN THAT WHICH RELATES
TO THE CLIENT IS STRICTLY PROHIBITED,
START DATE B/ 13/ 13
WN BY:
LMR
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SHEET TITLE
ELECTRICAL
DETAILS
LDNO.
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DUS71NG SHELTER 1
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12 TINNED COPPER LEADS FROM j
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TOWER GROUND RING
DISCONNECT GENERATOR
SWITCH SOCKET TO FENCE
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GROUNDING DOOR FRAME
GROUNDING
SERVICE
ENTRANCE
GROUND ROD
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SITE GROUNDING PLAN T ryaaTl�
SCALE: 1/4'= 1'-0'
PROJECT NOTES
TDTOWER GROUNDING: EXTEND 12 TINNED CU WIRE FROM BURIED GROUND RING TO NEW TOWER AND MAKE
EXOTHERMIC CONNECTION.
2O HA ICH PLATE GROUND BAR: EXTEND 12 'TINNED COPPER HIRE FROM BURIED GROUND RING UP
THROUGH 1/2" Off PRC SLEW INTO EQUIPMENT SHELTER FOR CONNECTION TO INTERIOR HALO
GROUND RING. TYPICAL AT (4) BUILDING CORNERS.
12J GROUNDING OF INTERNAL GROUND RING: EXTEND #2 TINNED COPPER HIRE FROM BURIED GROUND
RING THROUGH 1/2" O -D. PVC SLEEVE INTO EQUIPMENT SHELTER FOR CONNECTION TO INTERIOR
HALO GROUND RINGS. TYPICAL AT (4) BUILDING CORNERS.
® GROUND ROD: COPPER CLAD STEEL, 5/8" O.D. TEN (10) FEET LONG_
O5 ICE BRIDGE SUPPORT POST GROUNDING: EXTEND 12 TINNED COPPER HIRE FROM BURIED GROUND
RING TO ALL ICE BRIDGE SUPPOST POSTS AND EXOTHERMICALL Y WELD.
Q FENCE GROUNDING: IF FENCE IS WITHIN 6' OF GROUNDING RING, EXTEND 12 TINNED COPPER WIRE
FROM BURIED GROUND RING TO FENCE CORNERS AND EX07HERMICALLY WELD BOND
INTERMEDIATE POST IF REQUIRED TO MAINTAIN 25' SPACING.
10HVAC CROUNDRJG: EXTEND 12 TTNN&O COPPER WIRE FROM BURIED GROUND RING TO THE HVAC UNIT AND
MAKE A MECANICAL CONNECROM
O8 TOWER GROUNDING BAR: EXTEND 12 77NWO COPPER WIRE FROM BURIED GROUND RING UP TO THE TOWER
GROUND BAR AND MAKE A MECHANICAL CONNECIION, SECURE GROUND BAR DIRECTLY TO THE TOWER WIIN
STAINLESS STEEL MOUNTING MATERIAL.
a9 CELL REFERENCE GROUND BAR: EXTEND #2 TINNED COPPER WIRE FROM BURIED GROUND RING UP TO THE
CELL REFERENCE GROUND BAR (INSIDE SHELTER) AND MAKE A MECHANICAL CONNECTION
10 TELCO GROIINOING BAR., EXTEND 12 TINNED COPPER WIRE FROM BURIED GROUND RING UP TO
TELCO GROUND BAR (INSIDE SHELTER) AND MAKE A MECHANICAL CONNECTION.
17 ANTENNA GROUND BAR MOUNT AROUND BAR DIRECTLY TO TOWER AT TOP OF COAX RUNS. SECURE TO
TOWER WITH STAINLESS STEEL MOUNTING MATERIAL.
12 GATE GROUNDING., EXTEND #2 TINNED COPPER WIRE FROM BURIED GROUND RING TO GATE POSTS AND
EXOTHERMICALLY WELD.
13 XIERIOR GFLI RECEPTACLE GROUNDING EXTEND 12 IANED COPPER WIRE FROM BURIED GROUND RAC 70
THE EXTERIOR GFG RECEPTACLE AND MAKE A MEC4AMICAL CONNCCTION.
ALL SITE GROUNDING TO BE IN ACCORDANCE
WITH "AT&T MOBILITY GROUNDING STANDARD"
NETWORK DOCUMENT ND -00071 REV. 2,0
08/27/07
NOTE..
1. ALL GROUNDING PER STATE AND LOCAL CODES
2 ALL GROUNDING PER AT&T SPECIFICATIONS
7
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8/13/13 ENLARGEDSITEPLAN
CENTRAL ARKANSAS SURVEYING INC.
11708 Kanis Road
Rock.
Little Ro. AR 7221 I E(5 'S'
Phone: (5011.2230497
Fax (501).223-0496
E -Mail: nates@swoell net
WEs R o WER
COMMUNICATIONS INC
4700 South Bowman Road, Suite 700
Little Rock, AR 72210
PH. ;5011221-6093
FAX X5071221-8629
1/pSS AT E p'F
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REGISTERED
PROFESSIONAL
ENGINEER
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.
L START DATE: 8/13/13
DRAWN BY: LMR
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OTHER THAN THAT WHICH RELATES
TO THE CUENT IS STRICTLY PROHIBITED.
L START DATE: 8/13/13
DRAWN BY: LMR
CHECKEDBY. RSA
SHEET TITLE:
GROUNDING PLAN
DRAWING NO.
REVLSIO N:
AGR -1
3�
SERVICE ENTRANCE
RACEWAY (TOP OR
BOTTOM FEED)
NEUTRAL BUS
NOTE: BOND NEUTRAL
AND GROUND BUS AT
SERVICE DISCONNECT
GROUNDED (NEUTRAL)
ENTRANCE CONDUCTOR
IF BOLTED HUB OR SELF
BONDING HUB IS USED BOND
JUMPER IS NOT REQUIRED
(TYPICAL)
f
LABEL METER
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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 1
SCALE: N.T.S.
HARGER 18" DIA. GROUND
_GROUNDING ROD W/ACCESS
SCALE: N.T.
r _
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4
3 9/6/13 FINAL CD ISSUED
2 8 28/13 PRELIM CD ISSUED
1 8/13f 13 ENLARGED SITE PLAN
CENTRAL ARKANSAS SURVEYING INC.
I 1708 K AIS 722
Little Rock is 7221 1
Phone:1501'-223-0497
Fal. 15a-caso ben
E-/lail: rsatas�swhelLne[
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WESTOWFR
COMMUNICATIONS INC
4700 South Bowman Road,SuiM700
Little Rock AR 72210
PH. (50112211A93
FAX: 15011 221,11629
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SERVICE DISCONNECT
GROUND BUS
TO ELECTRICAL SERVICE
GROUND ROD
SERVICE ENTRANCE GROUNDING 1
SCALE: N.T.S.
HARGER 18" DIA. GROUND
_GROUNDING ROD W/ACCESS
SCALE: N.T.
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3 9/6/13 FINAL CD ISSUED
2 8 28/13 PRELIM CD ISSUED
1 8/13f 13 ENLARGED SITE PLAN
CENTRAL ARKANSAS SURVEYING INC.
I 1708 K AIS 722
Little Rock is 7221 1
Phone:1501'-223-0497
Fal. 15a-caso ben
E-/lail: rsatas�swhelLne[
11
WESTOWFR
COMMUNICATIONS INC
4700 South Bowman Road,SuiM700
Little Rock AR 72210
PH. (50112211A93
FAX: 15011 221,11629
�ilSj A,T E 6F
' AR AI NN AS
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REGISTERED
PROFESSIONAL
ENGINEER G
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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 8/13/13
DRAWN BY LMR
CHECKEDBY: RSA
SHEET Tm E"
GROUNDING DETAILS
DRAWING Na
REVISO
GR -Z
3
(TYPE—TA)
EXTERIOR GROUND
RING
HVAC GROUNDING
SCALE: NSCALE: N T.S.
NOTES
GROUND ROD; HARGER 5810 OR EQUAL 5/8" dia X 10'-0"
LONG, MIN. CONTRACTOR SHALL VERIFY 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
ANSI/TIA—EIA-222—F)
NOTE
A LARGER CONDUCTOR SHALL BE REQUIRED IN AREAS HIGHLY
PRONE TO LIGHTNING AND/OR AREAS WITH HIGHLY ACIDIC SOIL
GRADE
1�
EXOTHERMIC WELD
----------------- -----z —--------------- e
SOLID OR LARGER GROUND RING PER NFPA 70, ARTICLE 250-66
E OF GROUND ROD SHALL
EXCEED 45'
GROUND ROD 2
SCALE: N.T.S.
a
s
s
3 9/6/13 FINAL CD ISSUED
Z 8/28/13 PRELIM CD ISSUED
T 8/13/13 ENLARGED SITE PIAN
CENTRAL ARKANSAS SURVEYIANQG� INC.
11708 Kanis Road f
Little Rock AR 72211
PhgR;:1501}}2230447 V
Fax ISOIJ.223d494
E-mail., rsatas@s i>jlnet
I�7!
WESTOWER
COMMUNICATIONS INC
9700 so.Th Bowman Road S, r 700
Little Rock, AR 72210
PH 150112211093
FAX: (5011221-8629
flr•.1 p,TEE�QF�y
+y� ARONAS
REGISTERED
PROFESSIONAL
ENGINEER
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 8/13/13
DRAWN BY: LMR
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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 8/13/13
DRAWN BY: LMR
CHECKED BY: RSA
SHEET TITLE
GROUNDING DETAILS
DRAWING NO.
GR -3
REVLSION:
3
7
6
5
4
3 9/6/13 FINAL CD ISSUED
2 8/28/13 PRELIM CD ISSUED
I 8/13/13 ENLARGED SITE PLAN
CENTRAL ARKANSAS SURVEYING INC.
11708 Kanis Road �S"
Little Rock AR 7221
Phone: (501)-223-0497 �'
Fax (501) -22 --
E-Mail: rsa s@swbellnet �G�`�'
ICE BRIDGE USE SAFETY GRATED WAVEGUIDE BRIDGE ROOF WF L To wER
COMMUNICATIONS INC
4700 South Bowman Road, Suite 700
Little Rork. AR 72210
PH (5011221L093
TOWER j CELLULAR CABLE FAz (501) 221-8629
SLOPE 1"/10'-0" ENTRY PANEL HATCHPLAIE
I
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N07E.• PROVIDE
GROUND KIT
6" BEFORE TURN
GROUND BAR 00 Q
TOWER GROUND BAR \\ ��\ ANTENNA SHEL TER LU LJJ w z Q
1 ICE BRIDGE CABLES 7 L U a: Q�
SUPPORT I "MECHANICAL Z 0
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(/2 COPPER TINNED i \1 BOND TO ICE 2 HOLES LUG" Q f�% 0 <O
GROUND WIRE } yy Ln
BRIDGE SUPPORT I LY Q � Do C2 � :DZ LUII GROUND ROD * e " e e ZE N O` LU
GROUND CONDUCTOR (X3) I y� i 1 J
I FINISHED GRADE .--
1/4"X4"X20"
I COPPER GROUND BAR
TOWER GROUND RING
0
o 0 0 0 0 0
I I I I _f 0 0 0 0
------t--- 1 — ---—`-----------------�---- — ---- --------------------
----
I I TWO HOLE CONNECTION A�rx��r+tet
I .E I WITH J2 AWG SOLID BARE �l�g� ATE OF
�t
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l i1— I EXOTHERMIC WELD 11NNED COPPER (TIP) �y�f .ARI INPAS r
GROUND ROD�,f �� CONNECIION (TIP) y
I �+ REGISTERED ;
EXTERIOR GROUND RING I 3
( GROUND TO (TIE INTO TOWER GROUND RING) l PROFESSIONAL
t GROUND RING (#2 AWG SOLID 77NNED I �` ENGINEER c -i
I COPPER WIRE) I wp2y� 1k �i
GROUND ROD 0
��RR�sr `� ►�
lir+,rw.rr�Mr
9/6/13
ICE BRIDGE AND
ANTENNA CABLE DETAIL
SCALE: N.T.S. 0
EXTERIOR HATCH PLATE
GROUNDING AT BUILDING Z
SCALE: N.T.S.
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
8/13/T3
DRAWN BY:
LMR
CHECKED BY.'
RSA
SHEET TRIS
GROUNDING DETAILS
DRAWING NO.
GR
REVISION:
3
vvtn o uvmrmu—
GRAVEL FILL
NOTE
ALL EDGES TO BE 3/4" CHAMFERED.
BUILDING FOUNDATION 1
SCALE: N.T.S.
84 0 12" Or
SHELTER FOUNDATION PLAN
SCALE: N.T.S
TIE DOWN PLATE
(4 TYR)
1. 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 UTILITIES AND SERVICES. IMMEDIATELY NOTIFY THE CONSTRUCTION
MANAGER OF ANY 015C1 PANGES OR INTERFERENCE 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/11A/EIA-222.
J. FLACGERS 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 DONNS7REAM PROPERTIES WILL BE CORRECTED
BY THE CONTRACTOR AT NO ADDITIONAL 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 S17E CAUSED BY INADECUATE
MAINTENANCE OF DRAINAGE PROVISIONS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND ANY
COST ASSOCIATED WITH 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 AUTHORITIES.
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 OTHER MATERIALS IN ACCORDANCE
W17H LOCAL SPECIFICATIONS
9. ANY PROPERTY DAMAGE CAUSED BY THE SUBCONTRACTOR OR HIS OPERATIONS SHALL BE
REPAIRED AND/OR RESTORED TO THE SADSFACT70N OF THE PROPERTY OWNER(S) AND THE
CON37RUC70V MANAGER AT NO ADDITIONAL CAST 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 TO RESULT IN A SY37EM 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 SUMIT1ED 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' FIAT WASHER
FOUNDATION GENERAL NOTES:
1. THE SITE SHALL BE STRIPPED OF ALL VEGETATION PRIOR TO
FILL OR CONSTRUCTION OF THE FOUNDATION PAD.
2 ALL FILL SAND SHALL BE 0-75 P.I. WITH A COMPACTION TEST
RUN ON EACH 6' LIFT COMPACTED TO 909. MODIFIED PROCTOR.
3. ANY SOFT AREAS (TREE STUMP HOLES; ETC.) SHALL BE CUT
OUT AND RECOMPACTED TO 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.
6
s
9
3 4/6/13 FINALCDISSUED
8/28/13 PRFLM CD ISSUED
I 8/13/13 ENLARGED SITE PIAN
CENTRAL ARKANSAS SURVEYING INC.
Apk-
11708 Kanis Road
Little Rock. A�RR 72211
17.IJI)-U3-13496
r97 _
E -Mail: rsa�s@swbell net %4 , '
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WFsToWFR
COMMUNICATIONS INC
4700 South Bowman Roao, Suite 700
Little Rork AR 72210
PH: (501) 221-6093
FAX: [501) 22143629
�i/45-
'S p,T EDF
0y ARI AS
REGISTERED
PROFESSIONAL
ENGINEER G
13
THE INFORMATION CONTAINED IN THIS
SET OF DOCUMENTS IS PROPRIETARY
ON�
OTHER THAN THAT WHICH RELATES
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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.
8/13/13
LMR
RSAND
F
DETAILS
DRAWING NO.
REVOON.
S-1
3
(11'-11" [143"]) I
(3")
EQUIPMENT SHELTER ELEVATION - "A" j
SCALE: N.T.S.
1
(3")
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(573/4[[)
56/2" -
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(11'-5" [137"])
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(3")
WAVEGUIDE
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(6ftV2") \1" PVC SCH 40 GROUNDING
PENETRATION CAST AT 45'
EQUIPMENT SHELTER ELEVATION
SCALE: NLT.S.
NOTE:
GROUND BAR AND CANOPY ARE SHIPPED
LOOSE WI7H THE SHELTER (INSTALLED BY GC)
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117'18Kanis Road
Uttle Rock, AR 72211
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Phone: 1501 2,23-0997
Fax 15 0 1 82 34 0 06
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9J6/13 FINAL CD ISSUED
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8/28/13 PRELIM CD ISSUED
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8/13/13 ENLARGED SITE PLAN
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CDMMUNICATIONS INC
4700 South Bowman Road, Suite 700
Little Rock, AR 72210
PH 15011221-6093
FAX: 15011 22143629
CENTRAL ARKANSAS SURVEYING INC.
117'18Kanis Road
Uttle Rock, AR 72211
CHECKED BY:
Phone: 1501 2,23-0997
Fax 15 0 1 82 34 0 06
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WksT WER
CDMMUNICATIONS INC
4700 South Bowman Road, Suite 700
Little Rock, AR 72210
PH 15011221-6093
FAX: 15011 22143629
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REGISTERED
PROFESSIONAL
ENGINEER
2RRES1
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.
STARE DATE
DRAWN BY:
%3/13
CHECKED BY:
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it ARKAN�AS
REGISTERED
PROFESSIONAL
ENGINEER
2RRES1
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.
STARE DATE
DRAWN BY:
%3/13
CHECKED BY:
RSA
SHEET TIRE
SHELTER ELEVATIONS
�DRAWNG
REVLSION:
3