HomeMy WebLinkAboutZ-6781-D Map 2SITE INFORMATION
OWNER:
SBA PROPERTIES, INC.
SHEET TITLE
5900 BROKEN SOUND PARKWAY NW
TITLE SHEET
BOCA RATON, FL 33487
OWNER SITE I.D.#:
N/A
APPLICANT:
SPRINT
SITE ELEVATION
6580 SPRINT PARKWAY
EQUIPMENT FOUNDATION
OVERLAND PARK, KS 66251
PPC & UTILITY RACKS, ICE BRIDGE & CABLE TRAY
CONTACT NAME: ANITA LAPLANT
FENCE DETAILS
PHONE: (913) 315-4496
SITE ADDRESS:
4500 ALPINE LANE
RACEWAY PLAN
LITTLE ROCK, AR 72210
COUNTY:
PULASKI
LATITUDE:
34' 42' 45.37' N
LONGITUDE:
92' 27' 59" W
ZONING CLASSIFICATION:
R2
ZONING JURISDICTION:
PULASKI COUNTY
UTILITY COMPANY:
ENTERGY
GROUNDING DETAILS
PHONE: (800) 368-3749
TELEPHONE COMPANY:
SBC
PHONE: (800) 640-8922
ENGINEER:
BLACK & VEATCH
CORPORATION
201 S. ORANGE AVE.; STE. 500
ORLANDO, FL. 32801
PHONE: (407) 419-3500
FAX: (407) 419-3501
SURVEYOR:
N/A
IF USING 11"X17" PLOT, DRAWINGS
WILL BE HALF SCALE
CONTACT INFORMATION
ENGINEER: BLACK & VEATCH CORPORATION
201 S. ORANGE AVE.; STE. 500
ORLANDO, FL. 32801
CONTACT: CURTIS W. SMITH
PHONE: (407) 419-3528
LR60XCO3OmA
SBA LAWSON ROAD
Sprint
COLLOCATE - SST
LOCATION MAP
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NO SCALE
DRIVING DIRECTIONS
COMMENCING FROM THE KCI AIRPORT:
TAKE 1-430 SOUTH TO EXIT #4: COL GLENN ROAD. GO WEST ON COL GLENN ROAD APPROX. 4 MILES TO ALPINE LANE. GO
SOUTH ON ALLPINE LANE APPROX. 0.6 MILES AND WILL DEADEND AT LOCKED GATE. THIS IS THE PROPERTY ENTRANCE. FOLLOW
GRAVEL ROAD TO SITE.
C7i3 i`v' Permit
PROVED
i'T•P_ ry I 1,3; r•l i yS7ed
vi i G. C- «J .i � :! s,isiJ�: i iiiwJ � i YsYs I T.
z-6-? -r I -'�>
APPROVALS
SPRINT REPRESENTATIVE:
SPRINT RF ENGINEER:
SITE OWNER:
- Sprint
6580 SPRINT PARKWAY
OVERLAND PARK, KANSAS 66251
03
BLACK & VEATCH
CORPORATION
11401 LAMAR
OVERLAND PARK, KANSAS 66211
(913) 458-2000
PROJECT NO: 135781
DRAWN BY: JAT
CHECKED BY: CWS
01 11/12/03 ISSUED FOR PERMIT
REV DATE ED
19001611 C ��
!-RIE
MR0FESSIONAL
�.tai� 117iLi�7
'2/ 0"
x4l 8780 1,
IT IS A VIMAnON-OF-VI INWONT PERRM,
UNLESS THEY ARE ACEING UNDER THE OtRECDON
OF A UCEN$ED PROFESSIONAL £•NGI EER,
TO ALTER ME 000UMENE.
LR60XC030-A
SBA LAWSON RD.
4500 ALPINE ROAD
LITTLE ROCK, AR. 72210
DO NOT SCALE DRAWINGS COLLOCATE - SST
SHEET TITLE
CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON
THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES
BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME TITLE SHEET
UNDERGROUND
SERVICE ALERT SHEET NUMBER
CALL TOLL FREE
11-800-482-8998 T-1
TWEE WORKING DAYS BEFORE YOU DIG
DRAWING INDEX
SHEET NO:
SHEET TITLE
T-1
TITLE SHEET
LS -1
NOT USED
A-1
SITE PLAN
A-2
SITE ELEVATION
A-3
EQUIPMENT FOUNDATION
A-4
PPC & UTILITY RACKS, ICE BRIDGE & CABLE TRAY
A-5
FENCE DETAILS
A-6
EQUIPMENT DETAILS
E-1
RACEWAY PLAN
E-2
ELECTRICAL DETAILS
G-1
GROUNDING PLAN
G-2
GROUNDING DETAILS
G-3
GROUNDING DETAILS
G-4
GROUNDING DETAILS
G-5
GROUNDING DETAILS
G-6
GROUNDING DETAILS
RF -1
ANTENNA SCHEMATIC & RF INFORMATION
- Sprint
6580 SPRINT PARKWAY
OVERLAND PARK, KANSAS 66251
03
BLACK & VEATCH
CORPORATION
11401 LAMAR
OVERLAND PARK, KANSAS 66211
(913) 458-2000
PROJECT NO: 135781
DRAWN BY: JAT
CHECKED BY: CWS
01 11/12/03 ISSUED FOR PERMIT
REV DATE ED
19001611 C ��
!-RIE
MR0FESSIONAL
�.tai� 117iLi�7
'2/ 0"
x4l 8780 1,
IT IS A VIMAnON-OF-VI INWONT PERRM,
UNLESS THEY ARE ACEING UNDER THE OtRECDON
OF A UCEN$ED PROFESSIONAL £•NGI EER,
TO ALTER ME 000UMENE.
LR60XC030-A
SBA LAWSON RD.
4500 ALPINE ROAD
LITTLE ROCK, AR. 72210
DO NOT SCALE DRAWINGS COLLOCATE - SST
SHEET TITLE
CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON
THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES
BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME TITLE SHEET
UNDERGROUND
SERVICE ALERT SHEET NUMBER
CALL TOLL FREE
11-800-482-8998 T-1
TWEE WORKING DAYS BEFORE YOU DIG
6' LANDSCAPE STRIP
(TYP ON ALL SIDES) EVERGREEN HEDGE
(SEE NOTE 3)TREES
(SEE NOTE 2)
F-- _ — — — _ '- — — — — — — » .—... — — --
slq
IX16' x >< x >< A x x >< >< x x x >< 1
I 1
EXISTING ISrNG WOOD &
PIPE FENCE
I CABINET
EXISTING METER/
r UTILITY RACK
EXISTING ----_mow..-^
j CONCRETE PAD J
I I
EXISTING
SELF-SUPPOR1iNG
TOWER --,,
—X—X— —x x x x —X—x
� & & & 4e�' q3 &
--------------------------
14'-0'
14-6" LEASE AREA 34'-6"
LANDSCAPE RE001REMENTS;
1. A 6' LANDSCAPE STRIP SHALL BE PROVIDED AROUND
THE PERIMETER OF THE FENCED COMPOUND.
2. TREE SHALL BE 2' CAUPER WHICH WILL GROW TO A
MINIMUM 20' IN HEIGHT AT MATURITY. THE REQUIRED
NUMBER OF TREES IS 2 TREES PER SIDE.
3. EVERGREEN HEDGES SHALL BE PLANTED BETWEEN THE
TREES. SHRUBS ARE TO BE 30" IN HEIGHT AND 30"
ON CENTER AT PLANTING.
OVERALL SITE PLAN
SCALE: 1' = 5'-0"
EXISTING 12'
SINGLE SWING
GATE
EXISTING METER/ + EXISTING POWER
UTILITY RACK POLE
M
EXISTING
TELECO PED
� 1
�. EXISTING ALLTEL
EQUIPMENT
ON CONCRETE PAD I
J
NEW 3' LA
PEDESTRIAN GATE
N
.. I
— f — — — — — — — — — — J
E
A-4
NEW SPRINT
% PPC RACK —
NEW SPRINT
A -s CABLE TRAY
�x x
ENLARGED SITE PLAN
SCALE: 1" = 3'-O'
NEW SPRINT GPS
e e
A-4 RF -1
12'-3"
NEW SPRINT A
EQUIPMENT ON A-3
CONCRETE PAD
a
A-4
NEW SPRINT
CABLE TRAY
Sprint
6580 SPRINT PARKWAY
OVERLAND PARK, KANSAS 66251
910
BLACK & VEATCH
CORPORATION
11401 LAMAR
OVERLAND PARK, KANSAS 66211
(913) 458-2000
PROJECT NO: 135781
DRAWN BY: JAT
CHECKED BY: CWS
0 11/12/03 ISSUED FOR PERMIT
REV DATE DESCRIPTION
F' r
REGISE D
PROFESSIONAL
H: NGNEIE
t, N®e 8780
r� r 91
R IS A VIOLATION Y!"FpR�AN'! PERSON,
UNLESS THEY ARE ACDNG UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
LR60XCO30-A
SBA LAWSON RD.
4500 ALPINE ROAD
LITTLE ROCK, AR. 72210
COLLOCATE - SST
SHEET TITLE
SITE PLAN
SHEET NUMBER
A-1
LAEXISTING
TELCORP
EQUIPMENT
I I
j FUTURE
i T ILE
AREA
i I
I �
t !
-�
L
I I
❑
--------------I
1-1 I I
I I
r
L — J
EXISTING
SELF-SUPPOR1iNG
TOWER --,,
—X—X— —x x x x —X—x
� & & & 4e�' q3 &
--------------------------
14'-0'
14-6" LEASE AREA 34'-6"
LANDSCAPE RE001REMENTS;
1. A 6' LANDSCAPE STRIP SHALL BE PROVIDED AROUND
THE PERIMETER OF THE FENCED COMPOUND.
2. TREE SHALL BE 2' CAUPER WHICH WILL GROW TO A
MINIMUM 20' IN HEIGHT AT MATURITY. THE REQUIRED
NUMBER OF TREES IS 2 TREES PER SIDE.
3. EVERGREEN HEDGES SHALL BE PLANTED BETWEEN THE
TREES. SHRUBS ARE TO BE 30" IN HEIGHT AND 30"
ON CENTER AT PLANTING.
OVERALL SITE PLAN
SCALE: 1' = 5'-0"
EXISTING 12'
SINGLE SWING
GATE
EXISTING METER/ + EXISTING POWER
UTILITY RACK POLE
M
EXISTING
TELECO PED
� 1
�. EXISTING ALLTEL
EQUIPMENT
ON CONCRETE PAD I
J
NEW 3' LA
PEDESTRIAN GATE
N
.. I
— f — — — — — — — — — — J
E
A-4
NEW SPRINT
% PPC RACK —
NEW SPRINT
A -s CABLE TRAY
�x x
ENLARGED SITE PLAN
SCALE: 1" = 3'-O'
NEW SPRINT GPS
e e
A-4 RF -1
12'-3"
NEW SPRINT A
EQUIPMENT ON A-3
CONCRETE PAD
a
A-4
NEW SPRINT
CABLE TRAY
Sprint
6580 SPRINT PARKWAY
OVERLAND PARK, KANSAS 66251
910
BLACK & VEATCH
CORPORATION
11401 LAMAR
OVERLAND PARK, KANSAS 66211
(913) 458-2000
PROJECT NO: 135781
DRAWN BY: JAT
CHECKED BY: CWS
0 11/12/03 ISSUED FOR PERMIT
REV DATE DESCRIPTION
F' r
REGISE D
PROFESSIONAL
H: NGNEIE
t, N®e 8780
r� r 91
R IS A VIOLATION Y!"FpR�AN'! PERSON,
UNLESS THEY ARE ACDNG UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
LR60XCO30-A
SBA LAWSON RD.
4500 ALPINE ROAD
LITTLE ROCK, AR. 72210
COLLOCATE - SST
SHEET TITLE
SITE PLAN
SHEET NUMBER
A-1
TOP OF AGGREGATE
SURFACE (SEE NOTE
16-0" 1'-O"
ECUIPMENT BASE MOUNTINgi NPTES:
3/4- PVC CONDUIT TO 3'-1" 1. THE EQUIPMENT CABINETS WILL ARRIVE ON THE SITE ON EITHER A STEEL SKID FRAME, OR AS
GROUNDING SYSTEM INDIVIDUAL CABINETS. BOTH THE STEEL SKID AND INDIVIDUAL CABINETS COME WITH PRE -DRILLED HOLES
FOR ANCHORAGE TO THE FOUNDATION.
2' PVC FOR TELCO &
ALARM. SNB 3' ABOVE THE STEEL SKID FRAME SHALL BE ANCHORED WITH A MINIMUM OF 12 CONCRETE ANCHORS (6 PER
TOC WITH THREADED SIDE). THE INDIVIDUAL CABINETS SHALL BE ANCHORED WTFH A MINIMUM OF 4 CONCRETE ANCHORS PER
END AND CAP • CABINET (12 TOTAL).
THE CONCRETE ANCHORS SHALL BE 1/2' DIAMETER HILT] KWIK BOLT II (OR EQUIVALENT) WITH 3.5'
EMBEDMENT AND MINIMUM PROJECTION.
rn II �
n III PPC RACK TELCO I
ILI,
CHAMBER �
1I I FUTURE EQUIPMENT IEI�
;o I II _
IL---JI_---JL - H J
2' PVC FOR POWER
b
STUB 3" ABOVE TOC ,o
I AND CAWITH P THREADED END
H1 J ELECTRICAL
�+ CHAMBER
r
10 I Q
DE RE 115E
N �
2'-6 7/8"
m 7 PVC FOR TELCO & GPS
n T�WITH THREADED I�
END AND CAP
3/4' PVC CONDUIT TO
GROUNDING SYSTEM
DETAIL AGPS
EQUIPMENT FOUNDATION PLAN CO BOLT
CONNEE CTIONS FROM
SCALE: 1/2"=1'-0" GPS PIPE TO ICE
Z::�::BRIOGE PIPE
(2) 2' PVC FOR POWER & TELCO 3/4" CHAMFER
AND (2) 3/4" PVC FOR GROUNDING (TYP)
A
o CLR POWER & TELCO
X5512" E.W.
I
i�
_ Il
\ r / AGGREGATE SURFACING
(SEE NOTE 1)
ti r
PREPARED
SUBGRADE (PER
{t SPECIFICATION)
NOTES:
1. A GROUND STABILIZING FABRIC AND WEED
ERADICATOR AND SOIL FUMIGANTS SHALL BE
APPLIED TO THE SITE PER THE SPECIFICATION
PRIOR TO PLACING THE AGGREGATE SURFACING.
SECTION 1
SCALE: 11Z=1' -U'
Sprint
6580 SPRINT PARKWAY
OVERLAND PARK, KANSAS 66251
0@
BLACK & VEATCH
CORPORATION
11401 LAMAR
OVERLAND PARK, KANSAS 66211
(913) 458-2000
PROJECT NO: 135781
DRAWN BY: JAT
CHECKED BY: CWS
0 11/12/0.1 ISSUED FOR PERMIT
REV DATE �ESGOIPpQH
AN 5k,
at i Vii .
�:\..
PROFESSIONAL
ENGMER
* * * If
_6No8780
IF IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
LR60XCO30-A
SBA LAWSON RD.
4500 ALPINE ROAD
LITTLE ROCK, AR. 72210
COLLOCATE - SST
SHEET TITLE
EQUIPMENT
FOUNDATION
SHEET NUMBER
A-3
THE DETAILS ON THIS SHEET APPLY ONLY AS CALLED
OUT ON SITE PLANS OR SITE SPECIFIC DRAWINGS.
2'-D" MAX.
OVERHANG
2'-0" MAX.
OVERHANG
aurr�R i �T ••,��
BRACKET STRUT"
(VALMONT OR (VALMONT OR
EOUIVALENT) EQUIVALENT) Ll
PLAN
UNISTRUT P1000T
TYP. OF 3, FIELD
VERIFY LOCATION-
STRAP(GALV.), TYP.
OF 3, EA N----
OF 3, EA. PIPE
II
V]
METER &
DISCONNECT, SEE
NOTE 1 d
3 1/2- QA. GALV.
PIPE, TYP OF 2—
DRILLED PIER
SUPPORT
BRACKET
(VALMONT OR
EOLIVALENT) -
TRAPEZE
SUPPORT
(VALMONT OR
3 1/2" O.D.
GALV. PIPE
(VALMONT OR
EQUIVALENT)
DRILLED PIER
DETAIL A
ICE BRIDGE LAYOUT
SCALE: 3/8"=1'-0"
3'-0" MAX.
TRAPEZE
SUPPORT
SPACING
NOTES:
STAKE 4x4 WITH 12"
"B -LINE" SOLID FLANGED
1. WHEN REQUIRED BY THE LOCAL UTILITY, THE
a
HOT -DIP GALVANIZED
METER AND DISCONNECT MAY NEED TO BE
REBAR. INSTALL FLUSH
COVER 802G20-18 SERIES
RELOCATED FROM THE PPC RACK (SEE DETAIL
WITH TOP OF 4x4
(OR EQUIVALENT)
E, THIS SHEET) TO A SEPARATE UTILITY RACK.
(SEE DETAIL F, THIS SHEET)
"B -UNE" HOLD DOWN
aurr�R i �T ••,��
BRACKET STRUT"
(VALMONT OR (VALMONT OR
EOUIVALENT) EQUIVALENT) Ll
PLAN
UNISTRUT P1000T
TYP. OF 3, FIELD
VERIFY LOCATION-
STRAP(GALV.), TYP.
OF 3, EA N----
OF 3, EA. PIPE
II
V]
METER &
DISCONNECT, SEE
NOTE 1 d
3 1/2- QA. GALV.
PIPE, TYP OF 2—
DRILLED PIER
SUPPORT
BRACKET
(VALMONT OR
EOLIVALENT) -
TRAPEZE
SUPPORT
(VALMONT OR
3 1/2" O.D.
GALV. PIPE
(VALMONT OR
EQUIVALENT)
DRILLED PIER
DETAIL A
ICE BRIDGE LAYOUT
SCALE: 3/8"=1'-0"
z
MAX SPACING 6'-0" BETWEEN SLEEPERS
DETAIL B
9 CABLE TRAY ® PVC SLEEPER
N (SEE NOTE 2)
NO SCALE
r ` "B -LINE" SOLID FLANGED
3/8"0 ANCHOR HOT -DIP GALVANIZED
i M COVER 802G20-18 SERIES "B -LINE" SOLID FLANGED
(HILT1 KWIK BOLT II (OR EQUIVALENT) HOT -DIP GALVANIZED
Y .1 OR EQUIVALENT)
� ;,1 7'-6' COVER 802G20-18 SERIES
"B --LINE" HOLD DOWN (OR EQUIVALENT)
CONCRETE SLAB EQUIVALENT)
#9G-9043 (OR
EQUIVALENT) EACH RAIL, "B -UNE" HOLD DOWN
6'-0" MAX SPACING BRACKET #9G-9043 (OR
EQUIVALENT) EACH RAIL,
V-0" _ 6'-0" MAX SPACING
J -BOLT 6'-0" MAX
1 SPACING (TYP)
SECTION �/
1 1/4" GRATING
'B -LINE' HOT -DIP GALVANIZED "B -LINE" HOT -DIP GALVANIZED
TRAY 02581312-18 SERIES (OR EQUIVALENT) TRAY #2581312-18 SERIES (OR EQUIVALENT)
DETAIL C DETAIL D
CABLE CONCRETE SLAB CABLE TRAY @ E-QUIPMENT PLATFORM
NO SCALE NO SCALE
(2) U -BOLT DISTANCE DETERMINED DISTANCE DETERMINED
CONNECTIONS FROM BY CONTRACTOR TO BY CONTRACTOR TO
5'-0" GPS PIPE TO ICE ACCOMODATE METER ACCOMODATE METER
BRIDGE PIPE & DISCONNECT UBANK & TELCO BOX
UNISTRUT P1000T
4•_0" (8'-0" MAX.) (8'-0" MAX.)
UNISTRUT P1000T TYP. OF 3, FIELD
TYP. OF 3, FIELD VERIFY LOCATION
VERIFY LOCATION =
0
IABi•R MULTI -METER
BASE
TELCO
® � o UNISTRUT
BOX UNISTRUT
STRAP(GALV.), TYP. O n TYPSTRA ( 3LV.),
OF 3, EA. PIPE
n EA. PIPE
I o 0 0
I I I
io DISCONNECT is m
3 1/2" O.D, GALV.
ELECTRICAL a PIPE, TYP OF 2 N� 3 1/2" O.D- GALV. a
11 PIPE, TYP 4a: 2 !I
10'-6" r—IF
T
�I
FUTURE EQUIPME$T
Uff- I , rA an
ren i - i , ♦ � � l� 7' !� /� ?l' %
HOTDRILLED PIER DRILLED PIER #258012-18 SERIES
—DIPGALVANIZED TRAY
> `
FOUNDATI w
FOUNDATI
�\n----- - - - --.r_..----.�
DETAIL E
PPC RACKELEVATI
SCALE: 3/8"=1'-0"
1=0.
(TYP)
DETAIL F
UTILITY RACK ELEVATION
(SEE NOTE 1)
SCALE: 3/8"=1'-O"
1•-O"
(�)
DETAIL G
_RMULTI—METER RACK ELEVATION
(AS REQUIRED)
SCALE: 3/8"=1'-0"
`--- CONCRETE SLAB
DETAIL H OR EQUIPMENT
PLATFORM
CABLE TRAY LAYOUT
NO SCALE
Sprint
6580 SPRINT PARKWAY
OVERLAND PARK, KANSAS 66251
91 G
BLACK & VEATCH
CORPORATION
11401 LAMAR
OVERLAND PARK, KANSAS 66211
(913) 458-2000
PROJECT NO: 135781
DRAWN BY: AT
CHECKED BY: CWS
0 11/12/03 ISSUEDFOR PERMIT
REV I DATE I DESCRIPTION
IT IS A VIOLA 'PERSON.
UNLESS THET ARE AC ER THE DIREGnvN
OF R LICENSED PROFESSION AL ENcNEER.
To ALTER THIS DOCUUENT.
LR60XCO30—A
SBA LAWSON RD.
4500 ALPINE ROAD
LITTLE ROCK, AR. 72210
COLLOCATE — SST
SHEET TITLE
PPC & UTILITY RACKS, ICE
BRIDGE & CABLE TRAY
SHEET NUMBER
A-4
NOTES:
STAKE 4x4 WITH 12"
"B -LINE" SOLID FLANGED
1. WHEN REQUIRED BY THE LOCAL UTILITY, THE
GALVANIZED SPIKE OR #3
HOT -DIP GALVANIZED
METER AND DISCONNECT MAY NEED TO BE
REBAR. INSTALL FLUSH
COVER 802G20-18 SERIES
RELOCATED FROM THE PPC RACK (SEE DETAIL
WITH TOP OF 4x4
(OR EQUIVALENT)
E, THIS SHEET) TO A SEPARATE UTILITY RACK.
(SEE DETAIL F, THIS SHEET)
"B -UNE" HOLD DOWN
2. ICE BRIDGE MAY BE USED IN LIEU OF CABLE
4x4 PVC
i
BRACKET #9G-9043 (OR
TRAY WHEN SITE SPECIFIC FEATURES DICTATE
SLEEPER
EQUIVALENT) EACH RAIL
THIS PREFERENCE.
AGGREGATE
SURFACING
"8 -LINE" HOT -DIP GALVANIZED TRAY
AF25SO12-18 SERIES (OR EQUIVALENT)
z
MAX SPACING 6'-0" BETWEEN SLEEPERS
DETAIL B
9 CABLE TRAY ® PVC SLEEPER
N (SEE NOTE 2)
NO SCALE
r ` "B -LINE" SOLID FLANGED
3/8"0 ANCHOR HOT -DIP GALVANIZED
i M COVER 802G20-18 SERIES "B -LINE" SOLID FLANGED
(HILT1 KWIK BOLT II (OR EQUIVALENT) HOT -DIP GALVANIZED
Y .1 OR EQUIVALENT)
� ;,1 7'-6' COVER 802G20-18 SERIES
"B --LINE" HOLD DOWN (OR EQUIVALENT)
CONCRETE SLAB EQUIVALENT)
#9G-9043 (OR
EQUIVALENT) EACH RAIL, "B -UNE" HOLD DOWN
6'-0" MAX SPACING BRACKET #9G-9043 (OR
EQUIVALENT) EACH RAIL,
V-0" _ 6'-0" MAX SPACING
J -BOLT 6'-0" MAX
1 SPACING (TYP)
SECTION �/
1 1/4" GRATING
'B -LINE' HOT -DIP GALVANIZED "B -LINE" HOT -DIP GALVANIZED
TRAY 02581312-18 SERIES (OR EQUIVALENT) TRAY #2581312-18 SERIES (OR EQUIVALENT)
DETAIL C DETAIL D
CABLE CONCRETE SLAB CABLE TRAY @ E-QUIPMENT PLATFORM
NO SCALE NO SCALE
(2) U -BOLT DISTANCE DETERMINED DISTANCE DETERMINED
CONNECTIONS FROM BY CONTRACTOR TO BY CONTRACTOR TO
5'-0" GPS PIPE TO ICE ACCOMODATE METER ACCOMODATE METER
BRIDGE PIPE & DISCONNECT UBANK & TELCO BOX
UNISTRUT P1000T
4•_0" (8'-0" MAX.) (8'-0" MAX.)
UNISTRUT P1000T TYP. OF 3, FIELD
TYP. OF 3, FIELD VERIFY LOCATION
VERIFY LOCATION =
0
IABi•R MULTI -METER
BASE
TELCO
® � o UNISTRUT
BOX UNISTRUT
STRAP(GALV.), TYP. O n TYPSTRA ( 3LV.),
OF 3, EA. PIPE
n EA. PIPE
I o 0 0
I I I
io DISCONNECT is m
3 1/2" O.D, GALV.
ELECTRICAL a PIPE, TYP OF 2 N� 3 1/2" O.D- GALV. a
11 PIPE, TYP 4a: 2 !I
10'-6" r—IF
T
�I
FUTURE EQUIPME$T
Uff- I , rA an
ren i - i , ♦ � � l� 7' !� /� ?l' %
HOTDRILLED PIER DRILLED PIER #258012-18 SERIES
—DIPGALVANIZED TRAY
> `
FOUNDATI w
FOUNDATI
�\n----- - - - --.r_..----.�
DETAIL E
PPC RACKELEVATI
SCALE: 3/8"=1'-0"
1=0.
(TYP)
DETAIL F
UTILITY RACK ELEVATION
(SEE NOTE 1)
SCALE: 3/8"=1'-O"
1•-O"
(�)
DETAIL G
_RMULTI—METER RACK ELEVATION
(AS REQUIRED)
SCALE: 3/8"=1'-0"
`--- CONCRETE SLAB
DETAIL H OR EQUIPMENT
PLATFORM
CABLE TRAY LAYOUT
NO SCALE
Sprint
6580 SPRINT PARKWAY
OVERLAND PARK, KANSAS 66251
91 G
BLACK & VEATCH
CORPORATION
11401 LAMAR
OVERLAND PARK, KANSAS 66211
(913) 458-2000
PROJECT NO: 135781
DRAWN BY: AT
CHECKED BY: CWS
0 11/12/03 ISSUEDFOR PERMIT
REV I DATE I DESCRIPTION
IT IS A VIOLA 'PERSON.
UNLESS THET ARE AC ER THE DIREGnvN
OF R LICENSED PROFESSION AL ENcNEER.
To ALTER THIS DOCUUENT.
LR60XCO30—A
SBA LAWSON RD.
4500 ALPINE ROAD
LITTLE ROCK, AR. 72210
COLLOCATE — SST
SHEET TITLE
PPC & UTILITY RACKS, ICE
BRIDGE & CABLE TRAY
SHEET NUMBER
A-4
10'-0" (MAX)
W-0; (MAX)
CL CORNER � CL BRACE CL LINE
OR END POST POST POST
10'-0; (MAX)
POST FOOTING (TYP)
TYPICAL FENCE SECTIO
NO SCALE
TIM
:GATE
ACING
in' -n" (MAX)
CL BRACE
POST -
CL GATE
12'-0" DOUBLE SWING GATE
o 13 1Y
--------- -------x--------- ---
(RACE
DOTING
� I 10
I (TYP)
TYPICAL FENCE ELEVATION
NO SCALE
6
_D"
(TYP)
CATE POST
FOOTING
CL GATE
POSTPOST EXTENSION ONLY AT
COR
/
r ALL OT AND GATE POSTS, ALL OTHER POSTS TO HAVE
BARB WIRE ARM.
)E------X-------X-
-----x-----x-- - - - -
--x------x--- --x--
GATE POST
FOOTING
MATERIAL DESCRIPTION
1 CHAIN LINK RESIDENTIAL FABRIC: 11-1/2 GAUGE, 2 1/4" MESH; GALVANIZED
ASTM A392, CLASS 2; TWISTED SELVAGE ON TOP, KNUCKLED ON BOTTOM.
2 LINE POSTS: 2 1/2" O.D. PIPE, 16 GAUGE (GALVANIZED).
3 CORNER, END AND BRACE POSTS: 2 7/8" O.D. PIPE, SCHEDULE 40
(GALVANIZED).
TOP RAIU 1 5/8" O.D. 17 GAUGE PIPE (GALVANIZED).
5 BRACE RAIL' 1 5/8" O.D. 17 GAUGE PIPE (GALVANIZED).
6 DIAGONAL TRUSS ROD: 3/8" GALVANIZED ROD WITH TURNBUCKLE.
7 TENSION BAR: 3/16" X 3/4" GALVANIZED FLAT BAR.
8 BOTTOM TENSION WIRE: GALVANIZED OR ALUMINUM COATED COIL SPRING WIRE,
7 GAUGE.
GATE POSTS: 2 7/8" O.D. SCHEDULE 40 PIPE (GALVANIZED).
1D COMBINATION PADLOCK ACCORDING TO SPRINT PCS REQUIREMENTS.
11 GATE FRAMES: 1 7/8" 0.0. SCHEDULE 40 PIPE (GALVANIZED).
12 BARBED WIRE SUPPORT ARM: SINGLE ARM TYPE (GALVANIZED). ARM SHALL
BE INCLINED OUTWARD AT AN ANGLE OF 45 DEGREES.
13 BARBED WIRE: GALVANIZED, ASTM A121 CLASS 3; THREE 14 GAUGE MINIMUM
STEEL WIRES WITH 4 POINT ROUND 14 GAUGE BARBS SPACED 4" APART.
FABRIC TIES: ALUMINUM BANDS OR WIRES. FABRIC SHALL BE ATTACHED TO
14 THE TOP RAIL AND BOTTOM TENSION WIRE AT 24" CENTERS AND TO THE
POSTS AT 15- CENTERS, ALL ON THE COMPOUND SIDE OF THE FENCE.
15 MISCELLANEOUS:
A. RAIL COUPLINGS: SLEEVE TYPE, 6" LONG EXPANSION SPRING EVERY
FIFTH COUPLING.
B. POST TOPS: PRESSED STEEL, MALLEABLE IRON WITH PRESSED STEEL
EXTENSION ARM, OR ONE-PIECE ALUMINUM CASTING; WITH HOLE FOR
TOP, ALL DESIGNED TO FIT OVER THE OUTSIDE OF THE POSTS AND TO
PREVENT ENTRY OF MOISTURE INTO TUBULAR POSTS.
C. LATCHES SHALL BE FORKED TYPE AND SHALL BE ARRANGED FOR
PADLOCKING WITH THE PADLOCK ACCESSIBLE FROM BOTH SIDES OF THE
GATE.
D. KEEPERS SHALL CONSIST OF MECHANICAL DEVICES FOR SECURING AND
SUPPORTING THE FREE END OF THE GATES WHEN IN THE FULL OPEN
POSITION. KEEPERS SHALL BE MOUNTED ON 2 7/8" O.D. PIPE POSTS
FILLED WITH CONCRETE AND SET IN CONCRETE FOUNDATIONS.
Sprint
6580 SPRINT PARKWAY
OVERLAND PARK, KANSAS 66251
00
BLACK & VEATCH
CORPORATION
11401 LAMAR
OVERLAND PARK, KANSAS 66211
(913) 458-2000
PROJECT NO: 135781
DRAWN BY: JAT
CHECKED BY: CWS
0 1 1t/IZM I ISSUED FOR PERMIT
REV I DATE I DESCRIPTION
.`
:t'jucI5 IID
!r :n OFESSI®NAL
E GNEEI
r �r 1 12/0,3.
Lam. No. 8180 .1, ...!'
IT IS A MCtATIDN IIFZAW FOR ANY PERSCH,
UNLESS THEY ARE AUTINA LINDEIR THE DIRECTION
OF A UCENSED PROFES55M^, ENONSM,
TO ALTER TOS OOCVMENT.
LR60XCO30-A
SBA LAWSON RD.
4500 ALPINE ROAD
LITTLE ROCK, AR. 72210
COLLOCATE - SST
SHEET TITLE
FENCE DETAILS
SHEET NUMBER
A-5
'L..6 2 �6• �j A
a
I
I a U 'so
f rr I Z
0` Z 0_
RF Q
U �
O
a a
o �
Ilo 0
m � M
� M N
N
N
m
I7
A DC POWER & FIBER NO
EXIT INTO DE & DEI
J
NOTE: RF CABLE ENTRANCE
■
TELCO POWER CAN 0 (FROM ANTENNA)
■, SIB, &
ENTER FROM EITHER PORT LOUVERED FRONT
'.91�
9• ? DOOR & REAR DOOR
3 SIS. `t�B • �
DEI/DE WEIGHT = 1350 LBS RE WEIGHT = 1600 LBS
DIGITAL ENCLOSURE DEI OE -FRONT RADIO ENCLOSURE RE -FRONT
SCALE: NO SCALE SCALE: NO SCALE
DIGITAL ENCLOSURE (DEI/DE-REAR
SCALE: NO SCALE
n
�. N . _...
� gl0
RADIO ENCLOSURE RE -REAR
SCALE: NO SCALE
!NTRANCE
-NNAI
EBE WEIGHT = 2850 LBS
EXTERNAL BATTERY ENCLOSURE (EBE—FRONT
SCALE: NO SCALE
EXTERNAL BATTERY ENCLOSURE B -F -REAR
SCALE: NO SCALE
Sprint
6580 SPRINT PARKWAY
OVERLAND PARK, KANSAS 66251
BLACK & VEATCH
CORPORATION
11401 LAMAR
OVERLAND PARK, KANSAS 66211
(913) 458-2000
PROJECT NO: 135781
DRAWN BY: JAT
CHECKED BY: CWS
0 1 11/12/03 1 ISSUED FOR PERMIT
REV I DATE I DESCRIPTION
;ATE
40 A-
PROFMIGNAL
ENGMEi
h, NO.8780
IT ISA11 Y PERSON.
UNLESS 1HE7 ER ill[ OIR�C11ON
OF A LICENSED PROFESSIONAL ENONEER.
TO ALTER ni15 DOWMENT.
LR60XC030—A
SBA LAWSON RD.
4500 ALPINE ROAD
LITTLE ROCK, AR. 72210
COLLOCATE — SST
SHEET TITLE
EQUIPMENT
DETAILS
SHEET NUMBER
A-6
X x x x x x x
NEW UNDERGROUND% 1 I
TELCO (120�f) b- NEW UNDERGROUND
POWER (115t) E-2
1
NEW UND
CONDUIT
RACEWAY PLAN
SCALE: 1" = 5'-0"
r -•x %
X
x
x
l
k
POLEXISTINO POWER
POLE
1`
EXISTING`
TELECO PED
Ll
L
X
GENERAL ELECTRICAL NOTES
1. ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL
ELECTRICAL CODE (NEC), AND LOCAL CODES.
2. ALL ELECTRICAL MATERIALS, EQUIPMENT AND INSTALLATION PROCEDURES SHALL
CONFORM WITH SPRINTS STANDARD CONSTRUCTION SPECIFICATIONS.
3. ALL MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE
STANDARDS ESTABLISHED BY ANSI, NEMA NFPA, AND "UL" LISTED.
4. THE ELECTRICAL PLANS, DETAILS, AND DIAGRAMS SHOWN ON THESE DRAWINGS ARE
DIAGRAMMATIC ONLY. ACTUAL FIELD CONDITIONS AND SITE REQUIREMENTS SHALL
DICTATE THE AMOUNT AND LOCATION OF EQUIPMENT.
5. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY THE
NEC AND ALL APPLICABLE LOCAL CODES.
6. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE A MINIMUM
INTERRUPTING RATING OF 65,000 AIC (UNLESS NOTED OTHERWISE).
7. REFER TO THE VENDOR DRAWINGS OF THE PPC CABINET, BATTERY, AND BTS
CABINETS FOR COMPLETE INTERNAL WIRING AND ARRANGEMENT.
8. PATCH, REPAIR AND PAINT ANY AREA THAT HAS BEEN DAMAGED IN THE COURSE OF
THE ELECTRICAL INSTALLATION.
9• LABEL ALL ELECTRICAL EQUIPMENT PER SPRINTS SPECIFICATIONS.
10. ALL SINGLE-PHASE SELF-CONTAINED METER CONNECTION DEVICES MUST INCLUDE
HORN TYPE BYPASS PROVISIONS SO THAT SERVICE WILL NOT BE INTERRUPTED WHEN
A METER IS REMOVED FROM THE SOCKET.
11. USE METER CONNECTION DEVICES LABLED BY THE MANUFACTURER WITH THE LETTERS
'CECHA".
12. ALL INTERIOR CONDUITS AND BUSHINGS SHALL BE EMT. ALL EXTERIOR SHALL BE
PVC UNLESS NOTED OTHERWISE (SEE SPRINT'S STANDARD CONSTRUCTION
SPECIFICATIONS).
13. PROVIDE 2 PULL STRINGS SECURELY FASTENED AT EACH END OF ALL CONDUITS.
THE PULL STRINGS ARE TO BE 200 LB. TEST POLYETHYLENE CORD. PROVIDE CAP
ON THE END OF EACH CONDUIT AND MARK AS SHOWN ON THIS SITE PLAN.
14. THE CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING UNDERGROUND POWER,
TELCO, GROUNDING CONDUITS, AND ALL OTHER UTILITIES EASEMENTS AND/OR WIRES
PRIOR TO TRENCHING. ANY DAMAGE CAUSED TO THE EXISTING UNDERGROUND
SERVICES OR SYSTEMS SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. VERIFY
WITH UTILITY NEW SERVICE HAS BEEN APPLIED FOR. THERE SHALL BE NO SPLICING
OF GROUND CONDUCTORS BELOW GRADE
15. UTILITY RACK AND CONDUIT SIZES TO BE FIELD DETERMINED BY CONTRACTOR
IN ACCORDANCE WITH THE LOCAL JURISDICTION.
CODES AND STANDARDS -
ANSI: AMERICAN NATIONAL STANDARDS INSTITUTE
NEC: NATIONAL ELECTRIC CODE
NEMA: NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION
NEPA: NATIONAL FIRE PROTECTION ASSOCIATION
UL:* UNDERWRITERS LABORATORIES, INC.
-� SSprinIt
6580 SPRINT PARKWAY
OVERLAND PARK, KANSAS 66251
00
BLACK & VEATCH
CORPORATION
11401 LAMAR
OVERLAND PARK, KANSAS 66211
(913) 458-2000
PROJECT NO: 135781
DRAWN BY: JAT
CHECKED BY: CWS
0 1 11/12/03 1 ISSUED FOR PERMIT
REV I DATE I DESCRIPTION
U
REGIS RED
PROFFjjYY MONAL
ENGMEE
* * */ft o3
A, W8780 ..?I
IT IS A NOLATICW l WFW ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENOHEER,
TO ALTER THIS DOCUMENT.
LR60XCO30-A
SBA LAWSON RD.
4500 ALPINE ROAD
LITTLE ROCK, AR. 72210
COLLOCATE - SST
SHEET TITLE
RACEWAY
PLAN
SHEET NUMBER
E-1
SEE NOTE 2 "ONE CALL"
SERVICE SHALL BE
CAI I ED PRIOR TO
EXCAVATION
NOTES:
1. DETAIL SHOWN IS FOR ONE CONDUIT. MULTIPLE CONDUITS CAN BE
PLACED IN THE SAME TRENCH AS LONG AS A MINIMUM SEPARATION PER
THE LOCAL UTILITY COMPANIES IS MAINTAINED. IN ALL CASES THE
MINIMUM CENTER TO CENTER SPACING BETWEEN CONDUITS IS 1'-O".
2. CONTRACTOR SHALL RESTORE THE TRENCH TO ITS ORIGINAL CONDITIONS
BY EITHER SEEDING OR SODDING GRASS AREAS, OR REPLACING ASPHALT
OR CONCRETE AREAS TO ITS ORIGINAL CROSS SECTION.
TYPICAL UTILITY TRENCH DETAIL
NO SCALE
200 AMP
�*��'��T
SLOPE TO I SOIL
NEMA 3R RATED WEATHER
GENERATOR
/��
A.
CONDITION N ACCORDANCE
LOCAL UTILITY REQUIREMENTS)
PPC CABINET
(1) 2-1/2- RGS CONDUIT W13#3/0
WITH LOCAL REGULATIONS
c�
X
o m/�%
'�A.
��
>/
BACKFILL PER SITEWORK
SPECIFICATIONS
rn o
200A POWER TELCO
ELECTRIC METER (PER LOCALDISC.
UTILITY WARNING TAPE
3
i
CB1 CB2
C133
(CONTRACTOR INSTALLED)
10A
,77
INSTALL AS CLOSE AS
SAND BEDDING PER
SITEWORK SPECIFICATIONS
X
IIj
AC SURGE PROTECTION
60A (SEE NOTE 1)
POWER OR
BAR UTILIZING #8 WIRE
0
TELCO CONDUIT
16'
NOTES:
1. DETAIL SHOWN IS FOR ONE CONDUIT. MULTIPLE CONDUITS CAN BE
PLACED IN THE SAME TRENCH AS LONG AS A MINIMUM SEPARATION PER
THE LOCAL UTILITY COMPANIES IS MAINTAINED. IN ALL CASES THE
MINIMUM CENTER TO CENTER SPACING BETWEEN CONDUITS IS 1'-O".
2. CONTRACTOR SHALL RESTORE THE TRENCH TO ITS ORIGINAL CONDITIONS
BY EITHER SEEDING OR SODDING GRASS AREAS, OR REPLACING ASPHALT
OR CONCRETE AREAS TO ITS ORIGINAL CROSS SECTION.
TYPICAL UTILITY TRENCH DETAIL
NO SCALE
GROUND DIRECTLY
TO GROUND ROD -
FINISHED GRADE
GENERATOR
RECEPTACLE
NTI TVSS
TVSS REMOTE
ALARM BOAR[
OPTIONAL -
NEUTRAL -GROUND
BONDING JUMPER
(CONTRACTOR
INSTALLED IF REGI
GROUND BAR
TO GROUND RING
UTILITY WIRING
UTILITY/GENERATOR
DISCONNECT
PLYWOOD
BACKBOARD
pO
ALARM TERMINAL
BLOCK 8 POSITION
MUST INTERFACE
WITH BTS REMOTE
MONITORING SYSTEM
(CONTRACTOR
WIRED)
® O
200 AMP
ELECTRICAL MAIN DISCONNECT
EMERGENCY
NEMA 3R RATED WEATHER
GENERATOR
RESISTANT ENCLOSURE (PER
RECEPTACLE
LOCAL UTILITY REQUIREMENTS)
PPC CABINET
(1) 2-1/2- RGS CONDUIT W13#3/0
w�
a
& 1#4 CONDUCTOR FROM THE METER
a
L1
TO THE DISCONNECT
120V, 15 AMP (FOR TELCO USE)
NEW 120/240x. 1p, 3w,
200A POWER TELCO
ELECTRIC METER (PER LOCALDISC.
UTILITY REQUIREMENTS) MNEW ETER
SWITCH
GROUND DIRECTLY
TO GROUND ROD -
FINISHED GRADE
GENERATOR
RECEPTACLE
NTI TVSS
TVSS REMOTE
ALARM BOAR[
OPTIONAL -
NEUTRAL -GROUND
BONDING JUMPER
(CONTRACTOR
INSTALLED IF REGI
GROUND BAR
TO GROUND RING
UTILITY WIRING
UTILITY/GENERATOR
DISCONNECT
PLYWOOD
BACKBOARD
pO
ALARM TERMINAL
BLOCK 8 POSITION
MUST INTERFACE
WITH BTS REMOTE
MONITORING SYSTEM
(CONTRACTOR
WIRED)
® O
w
C3 M
-TO FAN ASSEMBLY
o
~
aW
� U
oaa
-LOAD CENTER 12
��
OR 24 POSITION
o�
U N
w�
a
-GF/STANDARD RECEPTACLES
a
L1
L2 DESCRIPTION
120V, 15 AMP (FOR TELCO USE)
DESCRIPTION
L1 L2
TELCO TVSS NT1 (#TCS -YIDS)
AC SURGE PROTECTION
60A
CB1 CB2
C133
(CONTRACTOR INSTALLED)
10A
X
INSTALL AS CLOSE AS
X
X
POSSIBLE TO TELCO GROUND
AC SURGE PROTECTION
60A (SEE NOTE 1)
BAR UTILIZING #8 WIRE
0
DETAIL A
TELCO CABINET12 POSITION
GROUND BAR
TO GROUND RING
o
a?
w
C3 M
SINGLE LINE DIAGRAM
NO SCALE
o
~
aW
� U
oaa
o�
��
PANEL SCHEDULE
o�
U N
w�
a
U N
a
L1
L2 DESCRIPTION
CB DESIG LC NUMBER CB OESIG
DESCRIPTION
L1 L2
X 60A
AC SURGE PROTECTION
60A
CB1 CB2
C133
FAN
10A
X
TELCO GFI 10A
X
X
60A
AC SURGE PROTECTION
60A (SEE NOTE 1)
NOTE:
1. CONTRACTOR TO SUPPLY ADDITIONAL DUAL -POLE 60 AMP BREAKER
WHEN SECOND ROW OF CABINETS ARE ADDED.
NEW EQUIPMENT
(EBE) (RE)I (DE) (DEI)
BATT RADIO DIGT
CAB ENCL ENCL
(1] 2_1/2• SCH 40 PVC (1) 2' SCH. 40 PVC CONDUIT
CONDUIT WITH 3J 40
WITH 3#3/0 & 1#4 CONDUCTORS
(2) 4' SCH. 40 PVC 114 CONDUCTORS TO TME TO DIGITAL ENCLOSURE (DEI) (10'
CONDUIT W/PULL STRING (1) 2-1/2' SCH. 40 PVC PPC CABINET COIL AT CABINETS)
FROM THE EXISTING TELCO CONDUIT W/3#3/0 CONDUCTORS
DEMARCATION POINT FROM THE EXISTING UTILITY (1) 2' SCH. 40 PVC CONDUIT PATH NOTE:
DEMARCATION POIN BOND NEUTRAL AND
(1) 22 AWG 25 PR CAT 5 CABLE GROUND TOGETHER AT
TO DIGITAL ENCLOSURE (DEI) (10'
COIL AT CABINETS) MAIN SERVICE LOCATION
DETAIL B
ELECTRICAL & TELCO RISER DIAGRAM
NO SCALE
FUTURE EQUIPMENT EN
(EBE) (RE) (DE) (DE{)
BATT II RADIO II DIGT
CAB II ENOL II ENCL I I
� 11 II I I
EQUIPMENT PAD I II II Iii �F
OR PLATFORM II II I
(1) 2' SCH. 40 PVC CONDUIT WITH
PULL STRING TO FUTURE DIGITAL
ENCLOSURE (DEI)
(1) 2' SCH. 40 PVC CONDUIT WITH
PULL STRING TO FUTURE DIGITAL
ENCLOSURE (DEI)
-`Sprint
6580 SPRINT PARKWAY
OVERLAND PARK, KANSAS 66251
0 OP
BLACK & VEATCH
CORPORATION
11401 LAMAR
OVERLAND PARK, KANSAS 66211
(913) 458-2000
PROJECT NO: 135781
DRAWN BY: JAT
CHECKED BY: CWS
0 1 11/12/03 ISSUED FOR PERMIT
REV GATE DESCRIPTION
IT 15 A PERSON,
VHLE55 THEY THE DIRECRON
OF A LICENSED PRWFE55ONAL ENGWEER,
TO ALTER THIS DOCUMENT.
LR6OXCO30—A
SBA LAWSON RD.
4500 ALPINE ROAD
LITTLE ROCK, AR. 72210
COLLOCATE — SST
SHEET TITLE
ELECTRICAL
DETAILS
SHEET NUMBER
E-2
GROUNDING PLAN
SCALE: 1' = 5'-0'
L
EII
IX
I
I"
T '•
x
NEW 3'
PEDESTRIAN
GATE
G UNDING NOT
1• GROUNDING REQUIREMENTS SHOWN ON THIS PLAN ARE FOR 1TEMS THAT ARE
LOCATED NEAR GRADE LEVEL AND THAT NEED TO BE TIED TO THE BELOW GRADE
GROUND RING. GROUNDING REQUIREMENTS FOR ANTENNAS, COAXIAL CABLE. AND
OTHER TOWER APPURTENANCES ARE SHOWN ON SHEETS G-2, G-3. G-4, G-6, AND
RF -1.
2. UNLESS NOTED OTHERWISE, ALL GROUNDING SHALL BE IN ACCORDANCE WITH
SPRINTS SSEO DOCUMENTS 3.018.02.004 "BONDING, GROUNDING AND TRANSIENT
PROTECTION FOR CELL SITES", AND 3.018.10.002 "SITE RESISTANCE TO EARTH
TESTING". ALL GROUNDING SHALL ALSO COMPLY WITH ALL STATE AND LOCAL
CODES, AND THE NATIONAL ELECTRICAL CODE (NEC).
3. THE GROUND RING SHALL BE INSTALLED WITHIN 18 TO 24 INCHES FROM THE
EQUIPMENT PAD FOUNDATION OR EQUIPMENT PLATFORM.
4• GROUND RODS SHALL NEVER BE SPACED HORIZONTALLY CLOSER THAN TWICE THE
GROUND ROD LENGTH.
5. UNLESS NOTED OTHERWISE, ALL GROUNDING CONNECTIONS SHALL BE MADE BY AN
EXOTHERMIC WELD.
6. NOTIFY THE CONSTRUCTION MANAGER 24 HOURS IN ADVANCE WHEN THE BURIED
GROUND RING IS INSTALLED SO THAT A REPRESENTATIVE CAN INSPECT THE GROUND
RING BEFORE IT IS BACKFILLED WITH SOIL.
GROUNDING LEGEND (ITEMS IN THIS LEGEND ONLY APPLY AS DETAILEp
IN GROUNDING PLAN
OGROUND RING. #2 AWG SOLID BARE TINNED COPPER WIRE. INSTALL IN TRENCH
PER DETAIL C, SHEET G-5.
@ GROUND ROD. SEE DETAIL A, SHEET G-5.
INSPECTION WELL. SEE DETAIL B, SHEET G-5.
CONCRETE EQUIPMENT PAD FOUNDATION GROUNDING. SEE DETAIL A, SHEET G-6.
STEEL EQUIPMENT PLATFORM GROUNDING. SEE DETAIL D, SHEET G-6.
OF ICE BRIDGE GROUNDING. SEE DETAIL A, SHEET G-4.
GPPC EQUIPMENT AND SUPPORT RACK GROUNDING. SEE DETAIL C, SHEET G-4.
UTILITY EQUIPMENT AND SUPPORT RACK GROUNDING. SEE DETAIL D, SHEET G-4.
OMULTI -METER EQUIPMENT AND SUPPORT RACK GROUNDING. SEE DETAIL B, SHEET G-4.
OCABLE TRAY GROUNDING. SEE DETAIL E, SHEET G-4.
NEW SPRINT GROUND RING BONDED TO EXISTING GROUND RING (TWO PLACES, FIELD
K
DETERMINE LOCATION).
0 EXISTING GROUND RING. FIELD DETERMINE EXACT LOCATION.
OLOWER ISOLATED GROUND BAR (LIGE) CONNECTED TO NEW SPRINT GROUND RING. SEE
DETAIL A ON SHEET G-2, DETAIL C ON SHEET G-3, AND DETAIL A ON SHEET RF -1.
OMASTER GROUND BAR (MGB) CONNECTED TO NEW SPRINT GROUND RING. SEE DETAIL
D ON SHEET G-3, DETAIL B ON SHEET G-6, AND DETAIL A ON SHEET RF -1.
MONOPOLE BASE GROUNDING. SEE DETAIL E, SHEET G-5.
PO SELF SUPPORT TOWER BASE GROUNDING. SEE DETAIL F, SHEET G-5.
QQ GUYED TOWER BASE GROUNDING. SEE DETAIL G, SHEET G-5.
�R GUYED TOWER GUY WIRE GROUNDING. SEE DETAIL H, SHEET G-5.
�S FENCE CORNER POST GROUNDING. SEE DETAIL F, SHEET G-4.
aT FENCE GATE POST GROUNDING. SEE DETAIL G. SHEET G-4.
FENCE LINE POST GROUNDING. SEE DETAIL F, SHEET G-4.
OV CONNECT CORNER OF GROUND RING, (2), TO NEAREST FENCE POST.
■ CADWELD CONNECTION.
COMPRESSION CONNECTION (TWO
HOLE LUG OR EQUIVALENT).
Sprint
6580 SPRINT PARKWAY
OVERLAND PARK, KANSAS 66251
al)
BLACK & VEATCH
CORPORATION
11401 LAMAR
OVERLAND PARK, KANSAS 66211
(913) 458-2000
PROJECT NO: 135781
DRAWN BY: JAT
CHECKED BY: CWS
0 11/19/03 ISSUED FOR PERMIT
REV DATE DESCR!PT10N
E�
REGISTERED
PROFESSIONA, L
!L'dNGME,
, (1, 2/03
Ngo U7W A -3
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
LR60XCO30-A
SBA LAWSON RD.
4500 ALPINE ROAD
LITTLE ROCK, AR. 72210
COLLOCATE - SST
SHEET TITLE
GROUNDING
PLAN
SHEET NUMBER
G-1
#2 AWG (GREEN)
INSULATED FROM
SECTORED ANTENNA
GROUND BARS (AGB)
GROUND BAR
G
INSUOLATED AWG TO IIGB)
TWO HOLE C (WHEN NEEDED) OR UGB.
(�} LU#4/0 AWG (GREEN)
INSULATED TO TOWER
(9 STEEL
ANTI -OXIDATION COMPOUND (BURNDY
PENETROX E, OR THOMAS & BETTS
KOPR-SHIELD) SHALL BE USED ON
ALL LUG CONNECTIONS
DETAIL A
TOWER UPPER CQLLECTOR GROUND BAR UC
NO SCALE
#6 AWG FROM
ANTENNA COAX
GROUND KITS #4/0 AWG (GREEN)
INSULATED FROM
GROUND BAR UCGB.
TWO E LUG (TYP)--/
F AWG (GREEN)
INSULATED TO UGB. NOTE:
THIS GROUND BAR ONLY
R
ANTE -OXIDATION COMPOUND (BURNDY FROWHEN DISTANCE
PENETROX E, OR THOMAS & BETTS FOMM UCMEN
IS GREATER
THAN 200 FEET.
KOPR-SHIELD) SHALL BE USED ON
ALL LUG CONNECTIONS
DETAIL
TOWER INTERMEDIATE ISOLATED GROUND BA GB
NO SCALE
#6 AWG FROM
ANTENNA COAX
GROUND KITS -
GROUND BAR -
(9
TWO HOLE LUG
(TYP) N2 AWG BARE TINNED
COPPER TO TOWER
GROUND RING IN 3/4"
FLEX CONDUIT
ANTI -OXIDATION COMPOUND (BURNDY
PENETROX E. OR THOMAS & BETTS
KOPR-SHIELD) SHALL BE USED ON
ALL LUG CONNECTIONS
►4/0 AWG (GREEN)
INSULATED FROM IIGB
(WHEN NEEDED) OR UCGB.
DETAIL C
TOWER LOWER ISOLATED GROUND BAR IGB
NO SCALE
3/8"b x 1
S/S NUr-
S/S LOCK
WASHER -
#6 AWG FROM
ANTENNA COAX
GROUND KITS -
GROUND BAR
(D
m
#2 AWG BARE TINNED
TWO HOLE LUG (TYP) COPPER TO TOWER GROUND
RING IN 3/4' FLEX CONDUIT
F
NOTE:
ANTI -OXIDATION COMPOUNDBURNDY THE MGB IS REQUIRED WHEN THE TRUE
COMPOUND(BURNDY OF THE COAXIAL CABLE IS MORE
PENETROX E, OR THOMAS & BETTS THAN 10' FROM THE UGB
KOPR-SHIELD) SHALL BE USED ON
ALL LUG CONNECTIONS DETAIL D
MASTER GROUND BAR (MG13
NO SCALE
#6 AWG FROM ANTENNA
COAX GROUND KITS -
GROUND BAR
e)
#2 AWG THWN (GREEN)
INSULATED TO VCG9.-
ANTI -OXIDATION COMPOUND (BURNDY
PENETROX E, OR THOMAS & BETTS
KOPR-SHIELD) SHALL BE USED ON
ALL LUG CONNECTIONS
DETAIL E
ANTENNA GROUNDANT NNA GROUND BAR(AGB�
NO SCALE
1/8" MIN.
1" MIN.
HEAT SHRINK FHlEAT
#2 AWG THWN (GREEN)
INSULATED FROM
ANTENNA MOUNTS
TWO HOLE LUG (TYP) (9
1/4' MIN.
I J LABEL
COPPER GROUND BAR
S/S FLAT WASHER 90 NOT "DO NOT DISCONNECT"
ISCONHECT TAG ON ALL GROUND BAR
S/S BOLT (1 OF 2) INTERCONNECTS AND
EQUALIZERS
NOTES:
1. ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL
SURFACES WITH AN ANTI -OXIDANT COMPOUND BEFORE MATING.
2. ALL HARDWARE SHALL BE S/S 3/8 INCH DIAMETER OR LARGER.
3. FOR GROUND BOND TO STEEL ONLY: INSERT A DRAGON TOOTH WASHER BETWEEN
LUG AND STEEL, COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND BEFORE
MATING.
DETAIL F
TWO HOLE LUG
NO SCALE
THE DETAILS ON THIS SHEET APPLY ONLY AS CALLED
OUT ON SITE PLANS OR SITE SPECIFIC DRAWINGS.
4 5
VJ
7/16"
3/4 0 0
0
2" 0 0 0
Wj
0 0 0. 0 0 0 0
0
®O 0 :tO 0 0
3 0
0 0
' 1"
LEGEND
1- COPPER GROUND BAR. SIZED TO ACCOMOOATE ALL GROUNDING CONNECTIONS
REQUIRED PLUS PROVIDE 50% SPARE CAPACITY. NEWTON INSTRUMENT CO. OR
APPROVED EQUAL HOLE CENTERS TO MATCH NEMA OMBLE LUG CONFIGURATION.
2- INSULATORS, NEWTON INSTRUMENT CO. CAT. N0. 3015-8 OR APPROVED EQUAL.
3- LOCKWASHERS, NEWTON INSTRUMENT CO. OR APPROVED EQUAL.
4- SUPPORT BRACKET. TYPE DEPENDENT ON SITE CONOIRON. NEWTON
INSTRUMENT CO. OR APPROVED EQUAL.
5- H.H.C.S. BOLTS, NEWTON INSTRUMENT CO. OR APPROVED EQUAL.
6- APPLY COPPER NO -OX TO EXPOSED AREA OF GROUND BAR.
DETAIL G
GROUND BAR
NO SCALE
Sprint
6580 SPRINT PARKWAY
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CORPORATION
11401 LAMAR
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(913) 458-2000
PROJECT NO: 135781
DRAWN BY: JAT
CHECKED BY: CWS
0 11/12/03 I ISSUED FOR PERMIT
REV DATE DESCRIPTION
1'11 'l- A�� ry
4
A
"'� }1T� �v
1�REGN 1�rr7ERFi,Fi,D
i� R�O�T�v �r�r}LP.S'1'�AL
J3;t.LV 4AlL EE
* * *)i
k4, No. 8780
IT 1S AVf M? PERSON,
ESS
UNLTHEY THE DIRECTION
OF A LICENS® PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
LR60XCO30-A
SBA LAWSON RD.
4500 ALPINE ROAD
LITTLE ROCK, AR. 72210
COLLOCATE - SST
SHEET TITLE
GROUNDING
DETAILS
SHEET NUMBER
G-3
THE DETAILS ON THIS SHEET APPLY ONLY AS CALLED
OUT ON SITE PLANS OR SITE SPECIFIC DRAWINGS.
ICE BRIDGE COVER
X12 BARE TINNED C
GROUND IN 3/4' F
(FROM POST TO 12
EARTH) TO GROUNt
EACH ICE BRIDGE F
COMPRESSION
CONNECTION
GROUND WIRE
FROM
DISCONNECT
DIRECTLY TO A
GROUND ROD —
AWG THWN (GREEN)
JLATED BETWEEN THE
BRIDGE POST AND
:H SECTION OF ICE
)GE COVER
DETAIL A
ICE BRIDGE GROUNpiNG
NO SCALE
COMPRESSION
BASE
TELCO BOX
II 'Il
it If
I. •11•
aI• li'
1I II
1 1N
� •Lf
GROUND WIREr/j�' r. f
FROM r'
DISCONNECT
DIRECTLY TO A
GROUND ROD
DETAIL B
MULTI --METER RACK GROUNDING
NO SCALE
® O COMPF
CO NE
I
COMPRESSION
CONNECTION
•I I. f�� II.
I1• •I I
1I -
I E I I •_
N2 BARE TINNED COPPER
•I I I I• GROUND IN 3/4' FLEX CONDUIT
i (F'RM POSTS AND EQUIPMENT
\ \ TO 12' INTO EARTH) TO
GROUND RING (TYPA
DETAIL C
PPC RACK GROUNDING
NO SCALE
OROUM
FROM
OISC01
DIRECI
GROUND n..�
CABLE TRAY CABLE TRAY CABLE TRAY
SPLICE
TWO HOLE LUG
(FIELD DRILL
HOLES IN SIDE
OF CABLE TRAY)
#2 BARE TINNED COPPER TWO HOPHMES
J12 BARE TINNED COPPER
GROUND FROM CABLE (FIELD WITH 1" SLACK
TRAY TO GROUND RING IN SIDETRAY)
ELEVATION ELEVATION
ROUND CONNECTION TO GROUND RINUN CONNECTION BoyEgNTA TIONS
DETAIL E
CABLE TRAY GROUNDING
CORNER POST NO SCALE
OR LINE POST
RAIL TOP RAIL— — — —
iE-----)E----(----
CADWELD EACH
SIDE OF POST CADWELD (TYP)
,y2 AWG BARE #2 AWG BARE
COPPER WIRE COPPER WIRE
EACH SIDE OF (SEE NOTE 2)
POST q�
LINE POST
#2 AWG BARE
COPPER WIRE
—
G_\
RING—, GROUND RING---
02
ING
02 BARE TINNED COPPER
GROUND IN 3/4" FLEX CONDUIT _
(FROM POSTS AND EQUIPMENT ` 4'
TO 12' INTO EARTH) TO\J
GROUND RING (TYP.)\ZA,3f_� FF lt\rti�
CABLE TO AD WELD
CABLE CADWELD
CORNER POST OR UNE POT CONNECTED TO GROUNDNG LINE POT NOT CONNECTED TO GROUND RING
(SEE PLAN FOR LOCATION) (SEE PLAN FOR LOCATION)
NOTES:
1. VERTICAL POSTS SHALL BE BONDED TO THE GROUND RING AT EACH CORNER POST
AND AT EACH GATE POST. IN ADDITION A MINIMUM OF ONE LINE POST SHALL BE
BONDED TO THE GROUND RING FOR EVERY 100 FOOT STRAIGHT RUN OF FENCE.
2. TOP RAILS SHALL BE BONDED TO EACH OTHER.
3. BOND EACH TOP RAIL / BRACE TO EACH OTHER AND TO EACH VERTICAL
POST THAT IS BONDED TO THE EXTERIOR GROUND RING
DETAIL F
FENCE GROUNDING
(WHEN APPLICABLE)
NO SCALE
QUAIL L)
UTILITY GROUNDING
NO SCALE
J2 AWG BARE
COPPER WIRE (T)
x
CADWELD
(TYP)
GATE POST
(TYP) �(
$2 AWG BARE
COPPER WIRE (T)
CABLE TO CABLE
CADWELD (TYP)
GROUND RING
BARE TINNED COPPER
.OUND IN 3/4" FLEX CONDUIT
2OM POSTS AND EQUIPMENT
12' INTO EARTH) TO
GROUND RING (TYP.)
NOTES:
1. THE ,y2 AWG, BARE COPPER WIRE, FROM THE GROUND RING SHALL BE CADWELDED
TO THE POST ABOVE GRADE.
2. GATE JUMPER SHALL BE p4/0 AWG WELDING CABLE OR FLEXIBLE COPPER BRAID
BURNDY TYPE B WITH SLEEVES ON EACH END DESIGNATED FOR EXOTHERMIC WELDING.
3, GATE JUMPER SHALL BE INSTALLED SO THAT IT WILL NOT BE SUBJECTED TO
DAMAGING STRAIN WHEN GATE IS FULLY OPEN IN EITHER DIRECTION.
DETAIL G
FENCE GATE GROUNDING
(WHEN APPLICABLE)
NO SCALE
TOP RAIL
(TYP)
Sprint
6580 SPRINT PARKWAY
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00
BLACK & VEATCH
CORPORATION
11401 LAMAR
OVERLAND PARK, KANSAS 66211
(913) 458-2000
PROJECT NO: 135781
DRAWN BY: AT
CHECKED BY: CWS
10111/12/03 ISSUED FOR PERMIT
REV DATE DESCRIPTION
PR
ENGME2
1rz'a�
v& No. 9780 d ..>sl
IT IS AIZZRV �A77Y PERSON.
UNLESS THEY OER THE DIRECTION
OF A 110EMSm PROP[S90NAL EN=EER,
TO ALTER THIS DOCUMENT.
LR60XCO30—A
SBA LAWSON RD.
4500 ALPINE ROAD
LITTLE ROCK, AR. 72210
COLLOCATE — SST
SHEET TITLE
GROUNDING
DETAILS
SHEET NUMBER
G-4
ALTERNATE GPS
LOCATION MEN
NOT INSTALLED ON
ICE BRIDGE POST
ELECTRICAL TELCO
CHAMBER CHAMBER
$2 AWG THWN (GREEN)
INSULATED BETWEEN GPS
..
POLE AND PPC RACK POST
COMPRESSION
BASE
TELCO BOX
II 'Il
it If
I. •11•
aI• li'
1I II
1 1N
� •Lf
GROUND WIREr/j�' r. f
FROM r'
DISCONNECT
DIRECTLY TO A
GROUND ROD
DETAIL B
MULTI --METER RACK GROUNDING
NO SCALE
® O COMPF
CO NE
I
COMPRESSION
CONNECTION
•I I. f�� II.
I1• •I I
1I -
I E I I •_
N2 BARE TINNED COPPER
•I I I I• GROUND IN 3/4' FLEX CONDUIT
i (F'RM POSTS AND EQUIPMENT
\ \ TO 12' INTO EARTH) TO
GROUND RING (TYPA
DETAIL C
PPC RACK GROUNDING
NO SCALE
OROUM
FROM
OISC01
DIRECI
GROUND n..�
CABLE TRAY CABLE TRAY CABLE TRAY
SPLICE
TWO HOLE LUG
(FIELD DRILL
HOLES IN SIDE
OF CABLE TRAY)
#2 BARE TINNED COPPER TWO HOPHMES
J12 BARE TINNED COPPER
GROUND FROM CABLE (FIELD WITH 1" SLACK
TRAY TO GROUND RING IN SIDETRAY)
ELEVATION ELEVATION
ROUND CONNECTION TO GROUND RINUN CONNECTION BoyEgNTA TIONS
DETAIL E
CABLE TRAY GROUNDING
CORNER POST NO SCALE
OR LINE POST
RAIL TOP RAIL— — — —
iE-----)E----(----
CADWELD EACH
SIDE OF POST CADWELD (TYP)
,y2 AWG BARE #2 AWG BARE
COPPER WIRE COPPER WIRE
EACH SIDE OF (SEE NOTE 2)
POST q�
LINE POST
#2 AWG BARE
COPPER WIRE
—
G_\
RING—, GROUND RING---
02
ING
02 BARE TINNED COPPER
GROUND IN 3/4" FLEX CONDUIT _
(FROM POSTS AND EQUIPMENT ` 4'
TO 12' INTO EARTH) TO\J
GROUND RING (TYP.)\ZA,3f_� FF lt\rti�
CABLE TO AD WELD
CABLE CADWELD
CORNER POST OR UNE POT CONNECTED TO GROUNDNG LINE POT NOT CONNECTED TO GROUND RING
(SEE PLAN FOR LOCATION) (SEE PLAN FOR LOCATION)
NOTES:
1. VERTICAL POSTS SHALL BE BONDED TO THE GROUND RING AT EACH CORNER POST
AND AT EACH GATE POST. IN ADDITION A MINIMUM OF ONE LINE POST SHALL BE
BONDED TO THE GROUND RING FOR EVERY 100 FOOT STRAIGHT RUN OF FENCE.
2. TOP RAILS SHALL BE BONDED TO EACH OTHER.
3. BOND EACH TOP RAIL / BRACE TO EACH OTHER AND TO EACH VERTICAL
POST THAT IS BONDED TO THE EXTERIOR GROUND RING
DETAIL F
FENCE GROUNDING
(WHEN APPLICABLE)
NO SCALE
QUAIL L)
UTILITY GROUNDING
NO SCALE
J2 AWG BARE
COPPER WIRE (T)
x
CADWELD
(TYP)
GATE POST
(TYP) �(
$2 AWG BARE
COPPER WIRE (T)
CABLE TO CABLE
CADWELD (TYP)
GROUND RING
BARE TINNED COPPER
.OUND IN 3/4" FLEX CONDUIT
2OM POSTS AND EQUIPMENT
12' INTO EARTH) TO
GROUND RING (TYP.)
NOTES:
1. THE ,y2 AWG, BARE COPPER WIRE, FROM THE GROUND RING SHALL BE CADWELDED
TO THE POST ABOVE GRADE.
2. GATE JUMPER SHALL BE p4/0 AWG WELDING CABLE OR FLEXIBLE COPPER BRAID
BURNDY TYPE B WITH SLEEVES ON EACH END DESIGNATED FOR EXOTHERMIC WELDING.
3, GATE JUMPER SHALL BE INSTALLED SO THAT IT WILL NOT BE SUBJECTED TO
DAMAGING STRAIN WHEN GATE IS FULLY OPEN IN EITHER DIRECTION.
DETAIL G
FENCE GATE GROUNDING
(WHEN APPLICABLE)
NO SCALE
TOP RAIL
(TYP)
Sprint
6580 SPRINT PARKWAY
OVERLAND PARK, KANSAS 66251
00
BLACK & VEATCH
CORPORATION
11401 LAMAR
OVERLAND PARK, KANSAS 66211
(913) 458-2000
PROJECT NO: 135781
DRAWN BY: AT
CHECKED BY: CWS
10111/12/03 ISSUED FOR PERMIT
REV DATE DESCRIPTION
PR
ENGME2
1rz'a�
v& No. 9780 d ..>sl
IT IS AIZZRV �A77Y PERSON.
UNLESS THEY OER THE DIRECTION
OF A 110EMSm PROP[S90NAL EN=EER,
TO ALTER THIS DOCUMENT.
LR60XCO30—A
SBA LAWSON RD.
4500 ALPINE ROAD
LITTLE ROCK, AR. 72210
COLLOCATE — SST
SHEET TITLE
GROUNDING
DETAILS
SHEET NUMBER
G-4
AGGREGATE #2 AWG SOLID TINNED NSP CT10N4WELLEPVC SOIL
SURFACING COPPER WIRE TEST PIPE WITH CAP OR
LOOP EXTENSION EQUIVALENT
GRADE AGGREGATE
SURFACING 3/4" CRUSHED STONE OR EQUAL
RLL TEST WELL TO WITHIN 2" OF
GRADE TOP OF GROUND LOOP WIRE
'�� CADWElG �
iv f eda: v;�ag�ro sae u,j= v�o :gc
— I
GROUND RING, �2 f f
iiNNE00C0PPERUD EWIRE N f
GROUND ROD COPPERWELD
5/8"0x10'-0" LONG
DETAIL A
GROUND ROD
NO SCALE
CADWELO CONNECTION
GROUND RING, #2 GROUND ROD
AWG SOLID BARE
TINNED COPPER WIRE,
CADWELD CONNECTION
TO GROUND 110D
DETAIL B
INSPECTION WELL
NO SCALE
THE DETAILS ON THIS SHEET APPLY ONLY AS CALLED
OUT ON SITE PLANS OR SITE SPECIFIC DRAWINGS.
CADWELO CONNE09I�S I BURNdY COMt EC_T_L
OR APPROVED EQUAL OR APPROVED EQUAL
4z�k (!�N- Of
e
PARALLEL HORIZONTAL i} 120NTAL STEEL SURFACE BOND JUMPFR
CONDUCTORS TO FLAT STEEL SURFACE
PARALLEL THROUGH CONNECTION OR HORIZONTAL PIPE FlELD NDED INSULATED GREEN
OF HORIZONTAL CABLES STRANDED INSULATED
TYPE PT TY�.PE/E HHS TWE 2—YA-2
VERTICAL STEEL SURFACE
THROUGH CABLE TO CABLE DOWN AT 45' TO
GROUND ROD VERTICAL STEEL SURFACE COPPER LUGS
THROUGH CABLE TO TWO HOLE — LONG BARREL
TOP OF GROUND ROD INCLUDING PIPE LENGTH
TWE GT TYPE VS TYPE YA-2
VERTICAL PIPE
CABLE DOWN AT 45' TO RANGE
OF VERTICAL PIPES
TYPE VS
D
I
CV
BACKFILL PER
SPECIFICATIONS "ONE CALL"
SERVICE SHALL BE
CALLED PRIOR TO
EXCAVATION
GROUND RING, #2 AWG
SOLID BARE TINNED
COPPER WIRE
DETAIL C
GROUND RING TRENCH
NO SCALE
Sprint
6580 SPRINT PARKWAY
OVERLAND PARK, KANSAS 66251
91 U
BLACK & VEATCH
CORPORATION
11401 LAMAR
OVERLAND PARK, KANSAS 66211
(913) 458-2000
PROJECT NO: 135781
DRAWN BY: JAT
CHECKED BY: CWS
11/12/03 ISSUED FOR PERMIT
DATE DESCRIPTION
RIMR.STEKOD
ROTEMONAL
r rIi r h
ha. No. 8780 .& s
IT 15 ANom'' `I�`{A1F i0N ANY PERSON,
IJIgE55 THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
LR60XC030—A
SBA LAWSON RD.
4500 ALPINE ROAD
LITTLE ROCK, AR. 72210
COLLOCATE — SST
SHEET TITLE
GROUNDING
DETAILS
SHEET NUMBER
G-5
s
ANTENNA GRC
(AGB) AND/01
UPPER COLLET
GROUND BAR
TOWER INTERN
ISOLATED GRC
(IIGB) (WHEN
DRIP LOOP (T
TOWER LOWER
GROUND BAR
FUTURE
ANTENNA
DETAIL A
TYPICAL ANTENNAS CONNECTORS & CABLE CONFIGURATION
NO SCALE
GPS ANTENNA (MOUNT TO
ICE BRIDGE POST OR PPC
RACK)
BNC MALE CONNECTOR
(ROUTED IN 1" FIGS
CONDUIT)
DETAIL B
GPS CONFIGURATION
NO SCALE
TOWER BASE
DETAIL C
NO SCALE
COAX 1
SEALTITE CONNECTOR
CONNECTOR
DATA SEE
GROUNDING KIT
(ROUTED IN 1" FLEX
2
CONDUIT)
GROUNDING KIT
N—MALE
JUMPER —
CONNECTOR AT
LIGB------
DEI CABINET
DETAIL B
GPS CONFIGURATION
NO SCALE
TOWER BASE
DETAIL C
NO SCALE
NOTES:
1. INFORMATION SHOWN IN THIS TABLE IS BASED ON THE RF DATA AVAILABLE AT THE TIME THE DRAWINGS WERE ISSUED FOR CONSTRUCTION. THE CONTRACTOR SHALL VERIFY
WITH THE CONSTRUCTION MANAGER THAT THIS INFORMATION IS CORRECT BEFORE PROCEEDING WITH PROCUREMENT OR CONSTRUCTION.
2. THE COAXIAL CABLE LENGTHS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE ACTUAL LENGTHS IN THE FIELD BEFORE INSTALLATION.
3. COLOR BANDS FOR THE COAXIAL CABLES SHALL BE 2" WIDE LATH 1" SPACING BETWEEN COLORS. START COLOR BANDS BEYOND WEATHERPROOFING. START SECTOR COLOR
NEXT TO THE END CONNECTOR.
4. COLOR BANDS FOR THE JUMPERS SHALL BE 1" WIDE WITH 1" SPACING BETWEEN COLORS. START COLOR BANDS 2" BEYOND WEATHERPROOFING. START SECTOR COLOR
NEXT TO THE END CONNECTOR.
5. CONTRACTOR TO UPDATE ALL INFORMATION ON THIS TABLE, AS INSTALLED, ON THE AS -BUILT DRAWINGS.
6. BOTTOM JUMPER, ITEM 6, IS A 12' JUMPER WITH DIN MALE CONNECTED AND A LOOSE N MALE PROVIDED. CONTRACTOR SHALL CUT BOTTOM JUMPER TO FIT.
MOUNTING PIPE
(VALMONT 0800226
EQUIVALENT) (TYP}
#2 AWG BARE TINNED
COPPER WIRE TO GROUND
RING IN 3/4" FLEX CONDUIT
(TYP 2 PLCS)
A
0
SECTOR CROSS ARM s
(VALMONT 181822 OR
EQUIVALENT) (TYPj-.
9y�,L
�yyF
9
SECTOR C
(320')
TRI -BRACKET (VALMONT
#801069 OR EQUIVALENT)
Jt (CONTRACTOR TO VERIFY
0' DIAMETER OF MONOPOLE
,n BEFORE ORDERING)
SECTOR A
4'-8 1/2' STANDOFF (90.)
ARM (VALMONT #81820
OR EQUIVALENT) (TYP)—,
"t
vi SECTOR B
a (190') z
z M
2a o
a
DETAIL D
ANTENNA IDENTIFICATION LAYOUT
NO SCALE
NOTE:
1. A LOW PROFILE PLATFORM MAY BE INSTALLED IN LIEU OF THE
ABOVE CONFIGURATION WITH A RF ENGINEER'S APPROVAL.
-'Sprint
6580 SPRINT PARKWAY
OVERLAND PARK, KANSAS 66251
00
BLACK & VEATCH
CORPORATION
11401 LAMAR
OVERLAND PARK, KANSAS 66211
(913) 456-2000
PROJECT NO: 135781
DRAWN BY: JAT
CHECKED BY: CWS
o tI/IZ40 Mll" FOR AFFAIR
.FV DATE DESCRIPTION
U
PROMSSIONSAwl �
ENG
L.,h- No. 8780 � >.
IT IS A IAOLAT10N OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACRNG UNDER THE DIRE0110N
OF A ULENSED PROFESSMAL ENCINE£R.
TO ALTER THIS 0=MENT.
LR60XCO30-A
SBA LAWSON RD.
4500 ALPINE ROAD
LITTLE ROCK, AR. 72210
COLLOCATE - SST
SHEET TITLE
ANTENNA
SCHEMATIC
SHEET NUMBER
RF -1
ANTENNA, CABLE, AND
CONNECTOR
DATA SEE
NOTE 1
ITEM
NO.
ITEM
DESCRIPTION
SECTOR: A
SECTOR: B
SECTOR: C
AZIMUTH: 90' AZIMUTH: 190' AZIMUTH: 320'
GPS
ANTENNA CL HEIGHT: 255' AGL ANTENNA CL HEIGHT: 255' AGL ANTENNA CL HEIGHT: 255' AGL
POS, 1 POS. 2 POS. 3 POS. 4 POS. 5 POS. 6
MANUFACTURER
CSA WIRELESS
CSA WIRELESS
CSA WIRELESS
CSA WIRELESS
CSA ORELESS
CSA WIRELESS
PEC
MODEL NUMBER
PCSA065192
PCSA065192
PCSA065192
PCSA065192
PCSA065192
PCSA065192
NTGS50AA
1O
ANTENNA
ELECTRICAL DOWNTILT ('
2
2
2
2
2
2
MECHANICAL DOWNTILT
0
0
O
0
0
0
ANTENNA SPACING
6'-0"
6 -0
6-0"
6'-0"
W-0"
6'-
MANU ACTTJRER
RFS
RFS
RFS
RFS
RFS
RFS
SIZE
2 1114"
2 1/47
2 1/4'
2 1/4
2 1/4-
2 1 4"
3 8
TYPE
FOAM
FOAM
FOAM
FOAM
FOAM
FOAM
LMR -400
MODEL NUMBER
811046-001
811046-001
811046-001
811046-001
811046-001
811046-001
O2
COAXIAL CABLE
APPROX. LENGTH285'-0"
(SEE NOTE 2)
285'-O"
285'-0"
285'-0"
285'-0"
285'-0"
25'
CABLE CODING
-
-
FIRST RING
YELLOW
YELLOW
RED
RED
GREEN
GREEN
SECOND RING
YELLOW
REO
YELLOW
RED
YELLOW
RED
THIRD RING
BROWN
BROWN
BROWN
BROWN
BROWN
BROWN
O
ATTACHED
CONNECTOR
PART OF
ANTENNA
PART OF
ANTENNA
PART OF
ANTENNA
PART OF
ANTENNA
PART OF
ANTENNA
PART OF
ANTENNA
MANUFACTURER
RFS
RFS
RFS
RFS
RFS
RFS
SIZE
l 2—
1/2-
1/2-
1/2m
1 2
1/1"
CABLE TYPE
FOAM
FOAM
FOAM
FOAM
FOAM
FOAM
ANTENNA JUMPER
CONNECTOR TYPE
DIN MALE
DIN MALE
DIN MALE
IN MALE
DIN MALE
IN MALE
DIN MALE
IN MALE
DIN MALE
IN MALE
DIN MALE
DIN MALE
MODEL NUMBER
815396-006
815396-006
815396•-006
815396-01)6
815396-006
815396-006
LENGTH
6'
6.
6'
6'
6'
6'
MANUFACTURER
RFS
RFS
RFS
RFS
RFS
RFS
SIZE
2 114-
2 1 4"
2 1 4
2 1 4"
8 1 '4"
2 1 4"
(D
CONNECTOR
CONNECTOR
TYPE
DIN FEMALE
DIN FEMALE
DIN FEMALE
DIN FEMALE
DIN FEMALE
DIN FEMALE
MODEL NUMBER
734947
734547
734947
734547
734947
734947
MANUFACTURER
RFS
RFS
RFS
I RFS
RFS
RFS
SIZE
1/2-
1
1/2-
1 112-
1 1 2"
1 2
a
BOTTOM JUMPER
(SEE NOTE 6)
CONNECTOR TYPE
DIN MALE/
LOOSE N MALE
DIN MALE/
LOOSE N MALE
DIN MALE/
LOOSE N MALE
DIN MALE/
LOOSE N MALE
DIN MALE/
LOOSE N MALE
DIN MALE/
LOOSE N MALE
MODEL NUMBER
826187-012
BZ61B7-012
828187-013
825187-0112
1 826187-012 1
826187-012
LENGTH
TO BE FIELD DETERMINED. TO PROVIDE AS SHORT A LENGTH AS POSSIBLE
NOTES:
1. INFORMATION SHOWN IN THIS TABLE IS BASED ON THE RF DATA AVAILABLE AT THE TIME THE DRAWINGS WERE ISSUED FOR CONSTRUCTION. THE CONTRACTOR SHALL VERIFY
WITH THE CONSTRUCTION MANAGER THAT THIS INFORMATION IS CORRECT BEFORE PROCEEDING WITH PROCUREMENT OR CONSTRUCTION.
2. THE COAXIAL CABLE LENGTHS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE ACTUAL LENGTHS IN THE FIELD BEFORE INSTALLATION.
3. COLOR BANDS FOR THE COAXIAL CABLES SHALL BE 2" WIDE LATH 1" SPACING BETWEEN COLORS. START COLOR BANDS BEYOND WEATHERPROOFING. START SECTOR COLOR
NEXT TO THE END CONNECTOR.
4. COLOR BANDS FOR THE JUMPERS SHALL BE 1" WIDE WITH 1" SPACING BETWEEN COLORS. START COLOR BANDS 2" BEYOND WEATHERPROOFING. START SECTOR COLOR
NEXT TO THE END CONNECTOR.
5. CONTRACTOR TO UPDATE ALL INFORMATION ON THIS TABLE, AS INSTALLED, ON THE AS -BUILT DRAWINGS.
6. BOTTOM JUMPER, ITEM 6, IS A 12' JUMPER WITH DIN MALE CONNECTED AND A LOOSE N MALE PROVIDED. CONTRACTOR SHALL CUT BOTTOM JUMPER TO FIT.
MOUNTING PIPE
(VALMONT 0800226
EQUIVALENT) (TYP}
#2 AWG BARE TINNED
COPPER WIRE TO GROUND
RING IN 3/4" FLEX CONDUIT
(TYP 2 PLCS)
A
0
SECTOR CROSS ARM s
(VALMONT 181822 OR
EQUIVALENT) (TYPj-.
9y�,L
�yyF
9
SECTOR C
(320')
TRI -BRACKET (VALMONT
#801069 OR EQUIVALENT)
Jt (CONTRACTOR TO VERIFY
0' DIAMETER OF MONOPOLE
,n BEFORE ORDERING)
SECTOR A
4'-8 1/2' STANDOFF (90.)
ARM (VALMONT #81820
OR EQUIVALENT) (TYP)—,
"t
vi SECTOR B
a (190') z
z M
2a o
a
DETAIL D
ANTENNA IDENTIFICATION LAYOUT
NO SCALE
NOTE:
1. A LOW PROFILE PLATFORM MAY BE INSTALLED IN LIEU OF THE
ABOVE CONFIGURATION WITH A RF ENGINEER'S APPROVAL.
-'Sprint
6580 SPRINT PARKWAY
OVERLAND PARK, KANSAS 66251
00
BLACK & VEATCH
CORPORATION
11401 LAMAR
OVERLAND PARK, KANSAS 66211
(913) 456-2000
PROJECT NO: 135781
DRAWN BY: JAT
CHECKED BY: CWS
o tI/IZ40 Mll" FOR AFFAIR
.FV DATE DESCRIPTION
U
PROMSSIONSAwl �
ENG
L.,h- No. 8780 � >.
IT IS A IAOLAT10N OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACRNG UNDER THE DIRE0110N
OF A ULENSED PROFESSMAL ENCINE£R.
TO ALTER THIS 0=MENT.
LR60XCO30-A
SBA LAWSON RD.
4500 ALPINE ROAD
LITTLE ROCK, AR. 72210
COLLOCATE - SST
SHEET TITLE
ANTENNA
SCHEMATIC
SHEET NUMBER
RF -1