HomeMy WebLinkAboutZ-6898-A Map 4AREA MAP PROJECT INFORMATION DRAWING INDEX RESPONSIBLE
-.:- e U L A W r- PAGE
TITLE DESCRIPTION REVISION
PROJECT ADDRESS: 707 A INTERSTATE 30
..-Om NUMBER
Bums! 1-151 LITTLE ROCK, ARKANSAS 72202
pl, Y
T-1 TITLE SHEET A MLO V -j I-
2: 1 P ENGINEER T7, --f`
LJ�—,A, IfVC�-
LESSOR: WHITT, INC.
I
am 4700 SOUTH ZERO A-1 OVERALL ROOF PLAN A MI
FORT SMITH, ARKANSAS 72903 A-2 ENLARGED PLATFORM PLAN A MLO
ANTFNN, RRU A MLO
A-3 & TMA CONFIGURATION KEYS
DETAILS A NRJO
A-4
am STRUCTURAL LATITUDE: 34° 44'26" N A MLO
Li @-q-Ric k,.'., A-5 RRU SYSTEM DETAILS
INFORMATION: LONGITUDE: 92' 15'42.48" W
JI GROUND ELEV- A-6 ANTENNA ONE -LINE DIAGRAM A hIL0
f A MLO
I FA�k BUILDING Irr: 108'-0" AGL A-7 RRU CONNECTION DIAGRAM
A
':N MLO
A ANTENNA CL: 127-0" AGL A-8 ANTENNA & HYBRID CABLE DETAILS
A R 'K'Al
PROJECT—. r —'�� —A TMS
APPLICANT: T -MOBILE G-1 GROUNDING PLAN & DETAILS
I
mor:'` LOCATION Cali 0 12980 S. FOSTER STREET, SUITE 200
- . M0 Ft
lestwood f, OVERLAND PARK, KANSAS 66213
SP -1 SPECIFICATIONS (I OF 3) A MLO
Aeadoweliff G1 am Park -2 A TMS
SP S (2 OF 3)
(3 OF 3) A TMS
SPECIFICATIONS
CONSULTING TEAM SP -3
Ward
fl L
ENGINEER: SSC, INC.
VICINITYMAP 9225 INDIAN CREEK PARKWAY, SUITE 400
OVERLAND PARK, KANSAS 66210.10 ssc
PHONE: (913) 438-7700 r--:;; 17 -
FAX: (913) 438-7777 E 4th sc- AN AS 9225 Indian Creek Pkwy, Suite 400
A-
7- M.L. OWENS -LEAD ENGINEER Overland Park, Kansas 66210
I Phone: 913-438-7700 Fax: 913438-7777
wo
J T T.M. SUPER - LEAD ELECTRICAL REGISZERE
O.A ppr)FF:Ssi0tjA1 DESIGNER: D.C. PELLAND
14 FRI E T.M. SUPER
D.C. PELLAND - LEAD DESIGNER
F KI r3l N F R LEAD EE:
v-Z—Jk—*
LEAD CE/SE: M.L. OWENS
.1
pi V
458
APPROVALS SUBMITTALS
NO. DESCRIPTION BY
67 A 03/0111 ISSU0 FOR RENEW DCF
PR 111
7z: fo I <771
L
c')
E gffi
SSC DATE
Lill
Ok TMS TRAWNG HAS NO OM PJILWM;�z
NFIN D US LENT TO
DAT IS THE SOLE FROFERPt OF ssc
LI RF THE 8%RCwER FOR THE ONLY,
AH
-St
T THE LOAN OF MS DWN%
0' IN
THE 9X0ff=WW9 AND AGREES TO RETURN rr
------- UpW 1,0,11 AW AC&IES THAr rr WU NOT BE
F�PRUU= UP". Leg OR arB�R*�E DISPOsM
101acAll�irlPick
--m DATE L I OP DIRECTLY OR IWINEMY. NOR UM FOR ANY
TELCO
STATE OF ARKANSAS
J
L CERMICATE OF AUrrHOMZKnON #774
T -MOBILE DATE
US,A,
MLO MICHAEL L OWENS 13455 STRUCTURVCML
DRIVING DIRECTIONS OPERATIONS DATE TMS TERRANCE M. SUPER 9717 Elzmm
DRIVE TO IDTIRECRONS AS rOtLOWS: SITE NAME
FROM US -167 AT 1-440 GO EAST ON US -167 THEN MERGE ONTO 1-30 EAST FOR (.6 LTE UPGRADE FOR
MI) AT EXIT 140 TURN RIGHT TOWARDS 9TH STREET TO SITE LOCATION PEAL ESTATE DATE MASTERS M
EXISTING CELL SITE
EQUIPMENT SITE NUMBER
EQUIPMENT FURNISHED AND/OR INSTALLED 13—Y SITE NAME: AR01033
CODE COMPLIANCE DESCRIPTION FURNISHED INSTALLEDSITE ADDRESS
ANTENNAS T -MOBILE CONTRACTOR MASTERS INN 707 A INTERSTATE 30
FLEXI STACK EQUIPMENT T -MOBILE T -MOBILE LITTLE ROCK, ARKANSAS
ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE COAX HANGERS CONTRACTOR CONTRACTOR 72202
CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING
AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONNECTORS T -MOBILE CONTRACTOR SITE NUMBER:
CONFORMING TO THESE CODES. LDF4 ANTENNA JUMPERS T -MOBILE CONTRACTOR I SHEET TITLE
1. INTERNATIONAL BUILDING CODE HYBRID CABLE'S T -MOBILE CONTRACTOR TITLE SHEET
2. INTERNATIONAL MECHANICAL CODE AR01033 1*1
3. ANSI/T]A-222 STRUCTURAL STANDARD UPPER & LOWER OVP'S T -MOBILE CONTRACTOR
4 NFPA 780 - UGHTNING PROTECTION CODE
5UNIFORM PLUMBING CODE RRU'S T -MOBILE CONTRACTOR SHEET NUMBER
'
6. NATIONAL ELECTRICAL CODE ejPj T-1
-r:, fww 6.14
PROPOSED GAMMA SECTOR
NOKIA RRU FRIG MOUNTED TO
EXISTING ANTENNA MOUNTING
PIPE AS REQUIRED
PROPOSED (3) BASE OVP'S MOUNTED
ON PROPOSED UNISTRUT RACK
PROPOSED FLEXI MODULES MOUNTED TO
PROPOSED UNISTRUT RACK WITH 4' X B'
WEATHERPROOF JUNCTION BOX BELOW
MOUNTED TO PLATFORM AS REQUIRED —�
EXISTING'
T– MOBILE
EQUIPMENT
EXISTING NODE B
EQUIPMENT TO
BE REMOVED
EXISTING T–MOBILE
EQUIPMENT PLATFORM
PROPOSED BETA SECTOR I
NOKIA RRU FRIE MOUNTED
TO EXISTING ANTENNA
MOUNTING PIPE AS REQUIRED
PROPOSED BETA SECTOR
NOKIA RRU FXFB W/ BETA
SECTOR OVP MOUNTED
TO EXISTING ANTENNA
MOUNTING PIPE AS REQUIRED –
PROPOSED ALPHA SECTOR
NOKIA RRU FRIE MOUNTED
_ TO EXISTING ANTENNA
MOUNTING PIPE AS REQUIRED
PROPOSED BETA SECTOR NOKIA
RRU FRIG MOUNTED TO
��
MSTING
IAS REQUIRED
ER MOUNTING
(� �0.
EXISTING
CABLE TRAY
OVERALL ROOF PLAN
PROPOSED ANTENNA SECTOR
HYBRID CABLES TO BE ROUTED
FROM T–MOBILE EQUIPMENT
PLATFORM TO ANTENNA
SECTORS FOLLOWING EXISTING
CABLE TRAY ROUTING
ROOFTOP
NOTE:
1. ALL ANTENNA SECTOR
TMA'S TO BE REMOVED
FROM EXISTING T–MOBILE
ANTENNA POSITIONS AT
SECTORS ALPHA, BETA
k GAMMA.
2. CONTRACTOR SHALL ENSURE
THAT JUMPER LENGTHS BETWEEN
ANTENNA SECTOR RRU'S do
ANTENNA SECTOR OVP'S
DOES NOT EXCEED 15'.
16'
I
T 0 IV)i C-10 "-
USA, /NC.
VRAAS
***
REGISTERED
PROFESSIONAL
ENGINEER i
=-�0 No. 13458
y O
'4
SSc
9225 Indian Creek Pkwy, Suite 400
Overland Park, Kansas 66210
Phone: 913A38-7700 Fax: 913438-7777
DESIGNER: D.C. PELLAND
LEAD EE: T.M. SUPER
LEAD CE/SE: M.L. OWENS
SUBMITTALS
NO. DATE DESCRIPTION BY
A 05/08/12 ISSUED FOR TEWEW DCP
!(O m. THIS ORAWIHG HAS NOT BEEN PUBUSHM AND
IS THE SOLE PROPWrY OF 55C, WO, ANO IS LENT TO
THE BORROriE7t TOR THEIR CONFIDETIRAL USE ONLY.
AHD 1N OON"�OFd 1&1 OF THE LOAN OFTW DRAMIN0.
THE BORROWER PROWSFS AND A4iW m RETURN fr
UPON REQUEST AND AGREES THAT IT WILL. NOT BE
REPRQOUCED, COPIE7). LENr OR OI OOMME 151SPOSED
Of DMCILY OR MRECTLY. MR VM TOR ANN
P`VFPO5E OTRM THAN FOR MHLC}I IT IS FURNISMM
STATE OF ARKANSAS
CER11F1CATE OF AUTHORIZATION #774
RESPONSIBLE ENGINEERS:
MLD MICHAEL L OWENS 13458 57RUCIURALJCML
TMS TERRANCE M. SUPER 9717 muc.'IC_4L
SITE NAME
MASTERS INN
SITE NUMBER
AR01033
SITE ADDRESS
707 A INTERSTATE 30
LITTLE ROCK, ARKANSAS
72202
SHEET TITLE
OVERALL
ROOF PLAN
SHEET NUMBER
A-1
PROPOSED GAMMA SECTOR
NOKIA RRU FXFl3 W/ GAMMA
PROPOSED GAMMA SECTOR
SECTOR OVP MOUNTED
NOKIA RRU FRIE MOUNTED
TO EXISTING ANTENNA
TO EXISTING ANTENNA
MOUNTING PIPE AS REQUIRED
MOUNTING PIPE AS REQUIRED
,ypd
,yp3
EXISTING (2) QUAD
�V
PORT A R
NTONNAS
SECTOR REMAIN
PROPOSED ALPHA SECTOR
NOKIA RRU FRIG MOUNTED TO
EXISTING ANTENNA MOUNTING
PIPE AS REQUIRED
o
ROPOSED QUAD
PORT ANTENNA
PENTHOUSE
y
ROOFTOP
r�
PROPOSED ANTENNA MOUNTING
PIPE TO MATCH EXISTING
ANTENNA SECTOR MOUNT AS
PROPOSED ALPHA SECTOR
REQUIRED (TYP 1 PER SECTOR)
NOKIA RRU FXFB W/ ALPHA
SECTOR OVP MOUNTED
TO EXISTING ANTENNA
MOUNTING PIPE AS REQUIRED
PROPOSED BETA SECTOR I
NOKIA RRU FRIE MOUNTED
TO EXISTING ANTENNA
MOUNTING PIPE AS REQUIRED
PROPOSED BETA SECTOR
NOKIA RRU FXFB W/ BETA
SECTOR OVP MOUNTED
TO EXISTING ANTENNA
MOUNTING PIPE AS REQUIRED –
PROPOSED ALPHA SECTOR
NOKIA RRU FRIE MOUNTED
_ TO EXISTING ANTENNA
MOUNTING PIPE AS REQUIRED
PROPOSED BETA SECTOR NOKIA
RRU FRIG MOUNTED TO
��
MSTING
IAS REQUIRED
ER MOUNTING
(� �0.
EXISTING
CABLE TRAY
OVERALL ROOF PLAN
PROPOSED ANTENNA SECTOR
HYBRID CABLES TO BE ROUTED
FROM T–MOBILE EQUIPMENT
PLATFORM TO ANTENNA
SECTORS FOLLOWING EXISTING
CABLE TRAY ROUTING
ROOFTOP
NOTE:
1. ALL ANTENNA SECTOR
TMA'S TO BE REMOVED
FROM EXISTING T–MOBILE
ANTENNA POSITIONS AT
SECTORS ALPHA, BETA
k GAMMA.
2. CONTRACTOR SHALL ENSURE
THAT JUMPER LENGTHS BETWEEN
ANTENNA SECTOR RRU'S do
ANTENNA SECTOR OVP'S
DOES NOT EXCEED 15'.
16'
I
T 0 IV)i C-10 "-
USA, /NC.
VRAAS
***
REGISTERED
PROFESSIONAL
ENGINEER i
=-�0 No. 13458
y O
'4
SSc
9225 Indian Creek Pkwy, Suite 400
Overland Park, Kansas 66210
Phone: 913A38-7700 Fax: 913438-7777
DESIGNER: D.C. PELLAND
LEAD EE: T.M. SUPER
LEAD CE/SE: M.L. OWENS
SUBMITTALS
NO. DATE DESCRIPTION BY
A 05/08/12 ISSUED FOR TEWEW DCP
!(O m. THIS ORAWIHG HAS NOT BEEN PUBUSHM AND
IS THE SOLE PROPWrY OF 55C, WO, ANO IS LENT TO
THE BORROriE7t TOR THEIR CONFIDETIRAL USE ONLY.
AHD 1N OON"�OFd 1&1 OF THE LOAN OFTW DRAMIN0.
THE BORROWER PROWSFS AND A4iW m RETURN fr
UPON REQUEST AND AGREES THAT IT WILL. NOT BE
REPRQOUCED, COPIE7). LENr OR OI OOMME 151SPOSED
Of DMCILY OR MRECTLY. MR VM TOR ANN
P`VFPO5E OTRM THAN FOR MHLC}I IT IS FURNISMM
STATE OF ARKANSAS
CER11F1CATE OF AUTHORIZATION #774
RESPONSIBLE ENGINEERS:
MLD MICHAEL L OWENS 13458 57RUCIURALJCML
TMS TERRANCE M. SUPER 9717 muc.'IC_4L
SITE NAME
MASTERS INN
SITE NUMBER
AR01033
SITE ADDRESS
707 A INTERSTATE 30
LITTLE ROCK, ARKANSAS
72202
SHEET TITLE
OVERALL
ROOF PLAN
SHEET NUMBER
A-1
PROPOSED 2" UL LISTED LIQUIDTIGHT
FLEXIBLE METAL CONDUIT FOR
TELCO W/ PULL STRING TO EXISTING
NODE B EQUIPMENT LOCATION (SECURED
TO EXISTING CONCRETE FOUNDATION
W/ ONE HOLE CLAMPS)
-
PROPOSED 2" UL LISTED LIQUIDTIGHT
FLEXIBLE METAL CONDUIT WITH 2#6
FOR —48V DC POWER TO EXISTING
NODE B EQUIPMENT LOCATION (SECURED
TO EXISTING CONCRETE FOUNDATION
W/ ONE HOLE CLAMPS)
PROPOSED 2" UL LISTED UQUIDTIGHT
FLEXIBLE METAL CONDUIT FOR TELCO
W/ PULL STRING FOR RESERVED FLEX]
STACK (SECURE TO UNDERSIDE OF EXISTING
EQUIPMENT PLATFORM AS REQUIRED)
PROPOSED 2" UL LISTED LIQUIDTIGHT
FLEXIBLE METAL CONDUIT WITH 2#6 FOR
—48V DC POWER FOR RESERVED FLEXI PROPOSED FLM MODULE MOUNTED
STACK (SECURE TO UNDERSIDE OF EXISTING TO PROPOSED UNISTRUT RACK
EQUIPMENT PLATFORM AS REQUIRED) MOUNTED TO PLATFORM AS REQUIRED
PROPOSED (3) BASE OVP'S MOUNTED
ON PROPOSED UNISTRUT RACK
SECURE CONDUITS TO UNDERSIDE OF
EXISTING EQUIPMENT PLATFORM AS REQUIRED.
PROPOSED FLEXI MODULES MOUNTED TO
"' — -- �- - -- PROPOSED UNISTRUT RACK WITH 4" X 8"
INSTALL T—MOBLE SUPPLIED EXISTING WEATHERPROOF JUNCTION BOX BELOW
DC CIRCUIT BREAKER FOR PURCELL MOUNTED TO PLATFORM AS REQUIRED
RESERVED FLEXI STACK CABINET
EXISTING
ULTRASITE
CABINET
71
EXISTING T—MOBILE
EQUIPMENT PLATFORM
EXISTING NODE B
EQUIPMENT TO
BE REMOVED—
ENLARGED PLATFORM PLAN
EXISTING
AAV CIENA
EQUIPMENT
EXISTING
PPC CABINET
0' 6"
1'
2'
3'
4'
Tlkj b 1
USA,
7
lift,
A M AN
REGISTERED N
PROFESSIONAL
ENGINEER.
?y�c� No. 1345844'
14
SSC
9225 Indian Creek Pkwy, Suite 400
Overland Park, Kansas 66210
Phone: 913438-T700 Fax: 913-438-7777
DESIGNER: D.C. PELLAND
LEAD EE: T.M. SUPER
LEAD CE/SE: M.L. OWENS
SUBMITTALS
N0. 1 DATE I DESCRIPTION BY
A 05/09/121 ISSUED FOR RENEW DCP
Co. THIS ORAY4"o HAS Nor ea N PuKn m Am
IS THE SOLE PROPERTY OF SSC. INC. AND IS LENT TO
THE BORRom FOR THEIR CONFIDENTLAL USE ONLY,
AND IN COWMERAT10Ia OF THE LOAN W TM DRA M
THE BORROWER PROMISES AND AGREES TO RETURN R
UPON MUEST AND AGREES TMT W WILL NOT BE
REPRODUGEO, COPIED. LiTiT OR ORIETMISE DISPOSED
OF DIRECTLY OR INDIRECTL7, NOR USED FOR ANY
PURPOSE 011iM THAN FOR YIa11CH W IS FURNISH@.
STATE OF ARKANSAS
CERTIFICATE OF AUTHORIZATION #774
RESPONSIBLE em"Sum
MLD MICHAEL L OWENS 13458 STRUCTURAL/CIVIL
TMS TERRANCE M. SUPER 8717 ELECTRICAL
SITE NAME
MASTERS INN
SITE NUMBER
AR01033
SITE ADDRESS
707 A INTERSTATE 30
LITTLE ROCK, ARKANSAS
72202
SHEET TITLE
ENLARGED
PLATFORM PLAN
SHEET NUMBER
A-2
ANTENNA NOTES:
1. ANTENNA CONTRACTOR SHALL INSURE THAT ALL ANTENNA
MOUNTING PIPES ARE PLUMB.
2. COAXIAL FEEDER & FIBER LENGTHS INDICATED
ARE APPROXIMATE.
3. ANTENNA COAXIAL FEEDERS & ANTENNA JUMPERS
SHALL BE COLOR CODED PER T -MOBILE REQUIREMENTS.
4. LINES 11 & 12 & DELTA SECTOR LINES 1 & 2 TO
HAVE TMA, MOUNTED ON PIPE BEHIND ANTENNA.
5. MULTI PORT ANTENNAS: TERMINATE UNUSED ANTENNA PORTS
WITH CONNECTOR CAP & WEATHERPROOF THOROUGHLY.
JUMPERS FROM TMA'S MUST TERMINATE TO OPPOSITE
POLARIZATIONS IN EACH SECTOR.
6. CONTRACTOR MUST FOLLOW ALL MANUFACTURER'S
RECOMMENDATIONS REGARDING THE INSTALLATION OF
COAXIAL CABLES, CONNECTORS, AND ANTENNAS.
7. MINIMUM BEND RADIUS:
LDF4-50A (1/2" HARD LINE) = 5"
FSJ4-50B (1/2" SUPER FLEX) = 1-1/4"
AVA5-50A (7/8' HARD LINE) = 10"
AVA7-50A (1-5/8" HARD LINE) = 15"
LDF7-50A (1-5/8" HARD LINE) = 20-
8. CONTRACTOR SHALL RECORD THE SERIAL #, SECTOR, AND
POSITION OF EACH ACTUATOR INSTALLED AT THE ANTENNAS
AND FURNISH THE INFORMATION TO T -MOBILE.
9. WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF
AMALGAMATING TAPE.
10. ANTENNA CONTRACTOR SHALL PERFORM A "TAPE DROP"
MEASUREMENT TO CONFIRM/VALIDATE ANTENNA CENTER
UNE (ACL) HEIGHT. CONTRACTOR SHALL SUBMIT A
COMPLETED HEIGHT VERIFICATION FORM TO THE
CONSTRUCTION MANAGER.
11. ALL FIBER RUNS TO BE CONTAINED IN THREE
COMMSCOPE HYBRID DC -FIBER CABLES (ONE
PER SECTOR) FROM LOWER OVP'S TO UPPER
OVP'S MODEL #RFF-I2MM-606-218-SPE
(COLOR CODE COAX JUMPERS ONLY)
OVP KEY
ANTENNA SECTOR VENDOR
I EQUIPMENT
ALPHA
RAYCAP
OVID
BETA
RAYCAP
OVP
GAMMA
RAYCAP
OVP
ANTENNA
KEY
_
r r N r�
E+
.4, /NC.
ANTENNA
NUMBER
COLOR CODE
(SEE NOTE 3)
BEAM
WIDTH
ANTENNA
VENDOR
MODELELECTRICAL
NO.
AZIMUTH
DOWNTILT
MECHANICAL
DOWN71LT
HEIGHT TO THE
CENTER OF ANTENNA
FROM GROUND LEVEL
TYPE
COAXIAL
FEEDER
HYBRID CABLE
FEEDER
SIZE
LENGTH
SIZE
LENGTH
A-1 LTE
RED 1_
65'
ANDREW
TMBXX-6517-A2M
0'
TBD
0'
101'-0"
LTE
-
FIBER
(SEE NOTE 11)�
100'
RED 2
RED 3
-
-
FIBER
(SEE NOTE 11)
100'
RED 4
A-3 GSM
RED 5
TMBXX-6517-A2M
O'
GSM
-
-
FIBER
(SEE NOTE 11)
go,
65'
ANDREW
0'
_ _
TBD
101'-0"
iljrjj2
RED 6
RED 7
-
-
FIBER
(SEE NOTE 11)
90'
RED a
A-2 UMTS
RED 9
65'
ANDREW
TMBXX-6517-A2M
0'
TBD
0'
10-1'-0"
101'-0"
UMTS
-FIBER
(SEE NOTE 11)
80'
��#'� A R A A S
, REGISTERED
PROFESSIONAL N
o ENGINEER
e.�,yNo. 13458+1
� L
14
44
sc
Creek Pkwy, Suite 400
Overland Park, Kansas 66210
Phone: 91343B-7700 Fax: 913438-7777
RED
RED 110
r
_
FIBER
(SEE NOTE 11)
80'
RED 12
B-1 LTE
YELLOW 1
65'
ANDREW
TMBXX-6517-A2M
-
TMBXX-6517-A2M
120'
-
120'
TBD
-
TBD
0
0'
LTE
-
FIBER
(SEE NOTE 11)
70
YELLOW 2
YELLOW 3
_
_
FlBER
(SEE NOTE 11)
70'
YELLOW 4
B-3 GSM
5
65'
ANDREW
101'-0"
GSM
(SEE NOYELLOW
TE 11)
80'��r
YELLOW 6
YELLOW 7
-
-
FIBER
(SEE NOTE 11)
80'
8
B=2 UMTS
YELLOW 9
65'
ANDREW
TMBXX-6517-A2M
120'
TBD
0'
O'
101'-0"
UMTS
_
-
FIBER
(SEE NOTE 11)
50'
YELLOW 10
YELLOW 11
-
-
FlBERJ
(SEE NOTE 11)
50'
YELLOW 12
C-1 LTE
BLUE 1FIBER9225Indian
65'
ANDREW
TMBXX-6517-A2M
240'
TBD
101'-0"
LTE
-
-
(SEE NOTE 11)
50
BLUE 2
BLUE 3
FIBER
(SEE NOTE 11)
50'
BLUE 4
DESIGNER: D.C. PELLAND
C-3 GSM
BLUE 5
65'
ANDREW
TMBXX-6517-A2M
240'
TBD
101'-O"
GSM
�
-
FIBER
(SEE NOTE 11)
80'
LEAD EE: T.M. SUPER
0'
BLUE 6
BLUE 7
-
-
FIBER
(SEE NOTE 11)
80'
LEAD CE/SE-M.L. OWENS
BLUE 8
SUBMITTALS
C-2 UMTS
BLUE 9FIBER
65'
ANDREW
TMBXX-6517-A2M
240'
TBD
01'-0"
-
(SEE NOTE 11)
110 '
NO. DATE DESCRIPTION BY
0'
UMTS
-
10
A 05/09/22 ISSUED FOR �� Da
-
FIBER-
(SEE NOTE 11)
110'
BLUE 11
BLUE 12
UNUSED COAX
_
_
(12) 7/6"
_
-
_
TO REMAIN
-
_
_
HOTICE: THIS DRAWING HAS HOT BEEN PUOUSHED AND
TY OF SSC. INC. AND Is LOO 1n
IS THE SOLE ER FOR
Til: eCONSIDE THOR OF LFIpE7OF THIS RAW
AHD IN CONSIDERATION OF THE LOAN OF Tli5 PPAWIHG.
THE BORROWER PROMISES AND ACROSS TO RETURN R
BE
uPmN RFAutSr AHD ACREFS R1AT E SEILL Har 1S
REPRODUCED. COPIED. LENt OR OTHQt1H5E Ot5YD54k
ALPHA
SECTOR
RRU &TMA
KEY
BETA
SECTOR RRU &TMA
KEY
GAMMA
SECTOR
RRU & TMA
KEY
MODEL NO.
QTY.
VENDOR
EQUIPMENT
MODEL NO.
QTY.
VENDOR
EQUIPMENT
MODEL NO.
QTY.
VENDOR
EQUIPMENT
MODEL NO.
QTY.
DC4-48-60-8-20F-00
1
NOKIA
RRU
FRIG RRU
I
NOKIA
RRU
FRIG RRU
1
NOKIA
RRU
FRIG RRU
1
OF 0p1EC'n.Y OR INDIRECTLY, NOR USED FOR ANY
PU6WOSE gHEkT;: THAN FOR WHICH IT rS rURMSiED.
STATE OF 6MSd?
_ _
—
COMFICATE of AUmoRrLATION }774
t
NOKIA
RRU
FXFB RRU
RRU
FXFB RRU
1
NOKIA
RRU
FXFB RRU
1
DC4-48-60-8-20F-00
1
NOKIA
RESPONSIBLE ENGINEERS:
MLO MICHAEL L OWENS 13158 STRUCTURAL/CML
TMS TERRANCE M. SUPER 9717 ELECTRICAL
DC4-48-60-8-20F-00
1
NOKIA
RRU
ERIE RRU
1
NOKIA
RRU
FRIE RRU
1
NOKIA
RRU
FRIE RRU
1
SITE NAME
- - - - - - -
MASTERS lNN
SITE NUMBER
AR01033
SITE ADDRESS
707 A INTERSTATE 30
LITTLE ROCK, ARKANSAS
72202
SHEET TITLE
ANTENNA, RRU & TMA
CONFIGURATION KEYS
SHEET NUMBER
A-3
HYBRID IN POWER OUT FIBER OUT
1'-0 3/4 -
FIBER
CONNECTION
PANEL (2)
CIA
REQ
PIPE MOUNT BRACKET
OVP
WALL MOUNT BRACKET
RRU & OVP MOUNTING DETAIL AT EQUIPMENT PLATFORM
3
LV
(TYP)
2
SLEEPER DETAIL
PROPOSED
RRU & OVP MOUNTING DETAIL AT ANTENNA'S (TYP)
TER MAT
1/2E GALV
U -BOLT (TYP)
GALV. UNISTRUT W/
SPRING NUTS AND
PLASTIC END CAPS (TYP)
I
2
T
USA, lNC.
VRWASt
REGISTERED
PROFESSIONAL
ENGINEER
�„C' No. 13458
L °r
ssc
9225 Indian Creek Pkwy, Suite 400
Overland Park, Kansas 66210
Phone: 913-438-7700 Fax: 913438-7777
DESIGNER: D.C. PELLAND
LEAD EE: T.M. SUPER
LEAD CE/SE: M.L. OWENS
SUBMITTALS
NO. DATE DESCRIPTION BY
A MIM/12 ISSUED FOR REYEW DCP
NOTICE: TNI9 Dakw1NO ws NOi BETH PUELLISFTED ANO
IS THE SOLE PROPEM OF SSC. INC. AND 0 LENT TO
THE BORROWER FOR THM COHF7OFHnAL USE ONLY,
AND W COWADE'RATION OF THE LMN OF THIS DRAWRIO,
THE BORROWER PROWISES AND AGREES TO RETURN R
UPOH RFiOUEST FHD AGREES TrtAT 7 WILL HOT BE
REPROOUCEO, COPBO. iF7lC OR OTVEERNASE DISPOSED
OF DIREMY OR INDIRECIL7, NOR USED FUR ANY
PURPOSE 6THFR THAN FOR W4rI4 Tr IS FURNISf�O
SrATE OF ARKANSAS
CERFIFICATE OF AU IHORRAMON /774
RESPONSIBLE EscaniRSt
MLO MICHAEL L OWENS 13458 STRUCNRAL,/CML
TMS TERRANCE M. SUPER 9717 ETECTRIC/J.
SITE NAME
MASTERS INN
SITE NUMBER
AR01033
SITE ADDRESS
707 A INTERSTATE 30
LITTLE ROCK, ARKANSAS
72202
SHEET TITLE
DETAILS
SHEET NUMBER
A-4
r
QUAD POLE
LTE ANTENNA
1 2 3
w
14'-0" X 1/2"
DM -DMR JUMPER (TYP) I I I
7jt
1/2" GROUND KIT
W/2 HOLE LUG (TYP)
I I II
I l
(1) NOKIA RRU
FRIG PER SECTOR
(TYP OF 3)
MOUNTED TO
NOKIA PLINTH
#I6 STRANDED
SULATED COPPER
GROUND LEAD (TYP)
4
TYPICAL SECTOR
BACK OF ANTENNAS
QUAD POLE
GSM ANTENNA
5 617 B
ACTUATOR (TYP)�j
III I
DUPLEX LC CONNECTOR I J FOR OPTICAL SYSTEM
INTERFACE (TYP)
(1) NOKIA RRU
Q FXFB PER SECTOR
(TYP OF 3)
MOUNTED TO
NOKIA PLINTH J
12'-0" DC POWER/FIBER
JUMPER (1 PER RRU)
#6 STRANDED INSULATED
COPPER GROUND LEAD -
HYBRID CABLE -
SECTOR OVP
QUAD POLE
UMTS ANTENNA
14'-0" X 1/2"
DM -DMR
JUMPER (TYP)-
9 10111 12
I 1 I RET JUMPER (TYP)
I i I I f
I II
I I
I I V I' I I' ,15
`7/16" DIN ANTENNA
F'EEOER CONNECTOR
(TYP)
PLINTH (TYP)
RRU SYSTEM ANTENNA CONNECTION DIAGRAM
12'-0" FIBER
JUMPER
(1 PER RRU)
(1) NOKIA RRU
FRIE PER SECTOR
(TYP OF 3)
MOUNTED TO
NOKIA PLINTH
12'-0' DC
POWER CABLE
(1 PER RRU)
1
J b
AR AN AS
06 1k rr 1Rr �
REGISTERED
PROFESSIONAL
® ENGINEER `�
® *** c+
%.Cl NO. 13458All ii
�L L O
VL 1/fix
ssc
9225 Indian Creek Pkwy, Suite 400
Overland Park, Kansas 66210
Phone: 913-438-7700 Fax: 913-438-7777
DESIGNER: D.C. PELLAND
LEAD EE: T.M. SUPER
LEAD CE/SE: M.L. OWENS
SUBMITTALS
NO. DATE I DESCRIPTION BY
A OSIOM21 ISSUED FOR RENEW DCP
NOTICE 1105 DRAWM NAS NOt BELN PUBLISHED ARO
1S THE SOLE PROPERTY OF 59C. INC. AND IS LENT TO
THE DORROWER FOR THEIR CONHDENiIAL USE ONLY.
AHD IN co?4V E IARON OF THE LOAN OF THIS DRAWING.
1HE BORROWER PROMISES NO AGREES TO RETURN IT
UPON REO Eq AND AGREES TTAT Tr VALL NOT BE
REPRODLCED. COPIED, LFNIr OR OTHONSE DISPOSED
OF DLR£CTI,Y OR IHD0IECTLY. NOR USED FOR ANY
PURPOSE OMEER THAN FOR %WCH IT IS FURNtSHEL.
STATE OF ARKANSAS
CERTIFICATE OF ALRHORIZATION J774
RESPONSIBLE ENGINEERS:
MLO MICHAEL L OWENS 13458 STRUCTURAL/CML
TMS TERRANCE M. SUPER 9717 ELECTRICAL
SITE NAME
MASTERS INN
SITE NUMBER
AR01033
SITE ADDRESS
707 A INTERSTATE 30
LITTLE ROCK, ARKANSAS
72202
SHEET TITLE
RRU SYSTEM
DETAILS
SHEET NUMBER
A-5
** 1/2" DIN–MALE
TYPICAL SECTOR
** 1/2" DIN–MALE
** 1/2" DIN–MALE
** RET JUMPER 1 ** RET JUMPER ** RET JUMPER
C f ** RET JUMPER ---� *• RET JUMPERDM–DMR f
* ANTENNA JUMPER ** DM–DMR *• DM–DMR
— ^ f ANTENNA JUMPER — ANTENNA JUMPER
•* SOLAR SLEEVE I J �+ ! I ** SOLAR SLEEVE
NOTES:
1. SUPERFLEX JUMPERS CAN BE
SUBSTITUTED ONLY WITH THE
PERMISSION OF THE T–MOBILE
CONSTRUCTION MANAGER.
2. CONTRACTOR SHALL
WEATHERPROOF CONNECTIONS
AT THE ANTENNAS
WITH SELF AMALGAMATING TAPE.
* FURNISHED AND INSTALLED BY ANTENNA CONTRACTOR
** FURNISHED BY T–MOBILE AND INSTALLED BY ANTENNA CONTRACTOR
** 1 /2-b
DIN—MALE R u
1 2 3 4
** NOKIA FRIG RRU
(TYP 1 PER SECTOR)
** FIBER &
POWER
JUMPER
CONNECTOR
a
** FIBER &
POWER JUMPER J
TO SECTOR OVP (SEE
DETAIL 1, SHEET A-8)
:* 1/2•
I
DIN–MALE R
C
1
2 3 4 5 5
** NOKIA FXFB RRU
(TYP 1 PER SECTOR)
** FIBER &
POWER
JUMPER
CONNECTOR
f
** FIBER &
POWER JUMPER—,/,
UMPER—,
i
TO SECTOR OVP (SEE
DETAIL 1, SHEET A-8)
ANTENNA ONE—LINE DIAGRAM (QUAD PORT ANTENNAS)
** 1 /2" 0 LJ LJ LJ j
DIN—MALE R
1 2 3 4 5 6
** NOKIA FRIE RRU
(TYP 1 PER SECTOR)
** FIBER &
POWER
JUMPER
CONNECTORi
i
** FIBER &
POWER JUMPER i
TO SECTOR OVP (SEE
DETAIL 1. SHEET A-8)
LINETYPE LEGEND
COAX
— — -- HYBRID CABLE
— • • — FIBER & POWER JUMPER
-- ANTENNA JUMPER
DM—DMR ANTENNA JUMPER
---� RET AISG ACTUATOR JUMPER
T - o
USA, /NC.
iIf, 1 VI/
�i AR AN AS v
REG!STERED N4
w PROFESSIONAL X
ENGINEER 1
� ?• 9k *'fir � �
�, No. 13458��
t_'gE1 1 - d .' r#i —
44 SSc
9225 Indian Creek Pkwy, Suite 400
Overland Park, Kansas 66210
Phone: 913-438-7700 Fax: 913-438-7777
DESIGNER: D.C. PELLAND
LEAD EE: T.M. SUPER
LEAD CE/SE: M.L. OWENS
SUBMITTALS
I A I OSINA21 ISSUED FOR REVIEW IDCP 1
is THE SOLS PROPEM OF SSC. WC- MID Is LENS R]
THE DDRRUATR FUR THEIR CMRDMX USE ONLY.
AND IN CONSIDERATION OF THE LMH OF THIS DRAWING.
THE 0MOWM PROMISES AND A6NE7kT3 TO RETURN rT
UPON RMUETT AND AGREES TENT R WILL NOT BE
RFPRGW=, COPED LENT OR OINERWISE OISPOSEO
OF OIMrPLY OR INDRECTLY. NOR I= FOR ANY
STATE OF ARKANSAS
CEFinFlCATE OF AUTHORIZATION /774
RESPONSIBLE ENGINEERS:
MLO MICHAEL L OWENS 13158 SIRUC U ICML
TMS TERRANCE M. SUPER 9717 ELECRIIC?L
SITE NAME
MASTERS M
SITE NUMBER
AR01033
SITE ADDRESS
707 A INTERSTATE 30
LITTLE ROCK, ARKANSAS
72202
SHEET TITLE
ANTENNA ONE -LINE
DIAGRAM
SHEET NUMBER
A-6
0
LINETYPE LEGEND
COAX
— — — HYBRID CABLE
— FIBER & POWER JUMPER
ALPHA BETA GAMMA ----- ANTENNA JUMPER
--- — — DM—DMR ANTENNA JUMPER
1 - l !
i
b
TT TT TT TT TT TT TT TT TT TT TT TT TT TT TT ANTENNA SECTOR � AR AN AS
0 FtEGISTERED
I I I I l i I I I I I I I I I I I I I I I I I I I I I I I l
TT PROFESSIONAL
II II ,! II II II II II II II II II II II II
I I I I ! I I I I I I I I I I I I I ! I I I 1 1 I I I I I I I I Z:.TENGINEER co
I I I I I I I I I I SOLAR SLEEVE (TMP) I I I I I I 11 I I I I I I I I I I I I I I• �q„eh, Nn.13458 ill
-i F1 .
1 2 3 4 1 2 3 4 5 6 1 2 3 4 1 2 3 4 5 6 3 2 3 4 S 2 3 4 5 S 1 2 3 4 5 fi fZ
** NOKIA FRIG RRU ** NOKIA FXFB RRU ** NOKIA FRIG RRU ** NOKIA FXFB RRU ** NOKIA FRIG RRU ** NOKIA FXFB RRU ** NOKIA FRIE RRU - J,
(ALPHA SECTOR) (ALPHA SECTOR) (BETA SECTOR) (BETA SECTOR) (GAMMA SECTOR) (GAMMA SECTOR) (TYP 1 PER SECTOR)
** FIBER &** FIBER & ** FIBER & ** FIBER & ** FIBER &11 11 ** FIBER & I.kS S IC
POWER POWER POWER POWER POWER POWER 9225 Indian Creek Pkvvy, Suite 400
JUMPER JUMPER JUMPER JUMPER JUMPER JUMPER ** FIBER & POWER
CONNECTOR CONNECTOR CONNECTOR CONNECTOR CONNECTOR CONNECTOR JUMPER CONNECTOR Overland Park, Kansas 66210
** FIBER & ** FIBER & ** FIBER & Phone: 913-438-7700 Fax: 913-438-7777
POWER POWER POWER
JUMPER f JUMPER JUMPER
** FIBER & � � ** FIBER & L . � rw FIBER & ' ' DESIGNER: D.C. PELLAND
POWER
POWER POWER LEAD EE: T.M. SUPER
JUMPER JUMPER JUMPER I BER & POWER
JUMPER I I I I I LEAD CE/SE: M.L. OWENS
SUBMITTALS
** SECTOR OVP ALPHA I I ** SECTOR OVP BETA ** SECTOR OVP GAMMA I NO. DATE I DESCRIPTION BY
A D5/09/1 I ISSUED FOR REVIEW DCP
** FIBER U Li FIBER & 11 11 U** FIBER &
/V
POWER POWER I POWER
JUMPER JUMPER JUMPER
CONNECTOR TO ANTENNA SECTOR OVP
CONNECTOR CONNECTOR
L - J L- _.. J L.. _..
I I I IS THE SOBS£ P�ROPMTTY OF SSMC. IGNC�ANMD ISS LEW ED T6
** HYBRID CABLE CONNECTOR ** HYBRID CABLE CONNECTOR f ** HYBRID CABLE CONNECTOR I O I sC*NowEFe FOROFTHEIR E LOAN F USE PAWI"
11 AND IN CONSIDFRATLpdJ OF THE LOAN of 1HI5 DRA%1NG.
THE BORROWER PROTASES AND ACREFS TO RETURN R•
UPON REQUEST AND AGREES THAT R WRL NOT BE
REPRODUCED, COPR]S. LEM OR OTHETiXM1�E Df5PO5F17
t 1
OF OCIECILY OR .611 ECfL7, NOR vsev FOR ANY
f f PURPOSE dTHFR THAN FOR 1HGCH A IS FURNGHFD.
STATE OF ARKANSAS
CERTIFICATE OF AUTHORIZATION /774
I I t RESPONSIBLE ENGINEERS:
IHYBRID SECTOR +• HYBRID I # HYBRID MLO MICHAEL L OWENS 13458 S UCNRAL/CIVIL
!�•' GABLE j I� CABLE CABIN TMS TERRPNCE M. SUPER 9717 EI.ECIRICAL
I I IE SITE NAME
L_ BASE _ _ - �- MASTERS INN
I t SITE NUMBER
** BASE OVP ALPHA I ** BASE OVP BETA I
** BASE OVP GAMMA f
NOTES 4I Li AR01033
• ** FIBER & F ** FIBER & I ** FIBER & l
LE
1. SUPERFLEX JUMPERS CAN BE POWER �� POWER ** POWER
SUBSTITUTED ONLY WITH THE JUMPER HYBRID JUMPER HYBRID JUMPER *` HYBRID SITE ADDRESS
PERMISSION OF THE T—MOBILE CONNECTOR CONNECTOR CABLECONNECTOR CONNECTOR CABLECONNECTOR ON CONNECTOR 707 A INTERSTATE 30
CONSTRUCTION MANAGER.
LITTLE ROCK, ARKANSAS
2. CONTRACTOR SHALL ** FIBER & ** FIBER & ** FIBER & 72202
WEATHERPROOF CONNECTIONS POWER POWER POWER
AT THE ANTENNAS JUMPER JUMPER JUMPER SHEET TITLE
WITH SELF AMALGAMATING TAPE.
RRU CONNECTION
* FURNISHED AND INSTALLED BY ANTENNA CONTRACTOR DIAGRAM
** FURNISHED BY T—MOBILE AND INSTALLED BY ANTENNA CONTRACTOR
SHEET NUMBER
RRU CONNECTION DIAGRAM F-1-1- l 1 /
T I
2' LONG x 1/2'0 LISA, /NC.
COPPER AIR TERMINAL
(TYP PER ANTENNA)
MAOU�NTING PIPE NA R A N A S
®% Tt*
AIR TERMINAL MOUNTING \ REGISTERED
BRKr (HARGER PART # PROFESSIONAL e
CPRB 25/3AT12) ENGINEER
yt * Tk co
rC'. No. 13458 $, �
ANTENNA r/y. L. Jill
� i l l
��s�ld���Zj L
ssc
9225 e 400
FURNISHED & INSTALLED BY ANTENNA CONTRACTOR Overland eek Pkwy,
Overland Park, Kansas 66210
4 3 AIR TERMINAL MOUNTING 1 Phone: 913-438-7700 Fax: 913-438-7777
DESIGNER: D.C. PELLAND
LEGEND LEAD EE: T.M. SUPER
LEAD CE/SE: M.L. OWENS
12—FIBER INDOOR/OUTDOOR DISTRIBUTION CABLE (QTY = 1) SUBMITTALS
DIELECTRIC CENTRAL MEMBER
lI j cj I JJ NO. DATE DESCRIPTION BY
`P -PCS UMTS ry
AWG THHN/THWN COPPER CONDUCTOR (QA 05109112 =0 FM REVIEW DW
= 6) L—LTE dl
U -AWS UMTS
M M !7 Ff' M Ml
ARAMID RIPCORD (2) G -GSM
ACTUATOR NUMBER o 0
CORRUGATED LAMINATED STEEL TAPE ANTENNA NUMBER a
SECTOR LETTER p p p NoTimp TH s DRAXINO HAS NOT KEN PUBLISHED AND
SITE NUMBER IS THE SOLE PROPERTY OF SSC. INC. AND IS LENr TO
THE BORROWER FOR THEIR CONFIDDM4L USE ONLY.
18 AWG COPPER PAIR AND M CON5IDERATTON OF THE LOM OF TM5 DRAMM
Tklr EIIXd WM PRO SES AND A6RE£.4 TO RETURN IT
UPON REQUEST AND AGREES THAT R WILL NOT BE
MOPE OUTER JACKET REPRODUCEIN COPED. LENT OR OTHERWISE DlsPOSED
OF OIRECAQ
PURPOSE YOR 04M MY NOR Lm FOR AW
ER THAN F N4DC11IT IS ruraa1r ico.
dSTATE OF ARKANSAS
QCERTIFICATE OF AUTHOR2ATION 1774
RESPONSIBLE ENGINEERS:
OPTICAL FIBER DETAILS FIBER TYPE 50 125uM MULTI MODE
MLO MICHAEL L OYIENS 13156 STRUCTURAL/CML
TMS TERRANCE M. SUPER 9717 ELECTRICAL
FIBER STANDARDS COMPLIANCE ITU -T G.651: ISO OM2
BANDWIDTH, OFL, MIN. ® 850 NM 700 MHz -km
BANDWIDTH, OFL, MIN. ® 1300 NM 500 MHz -km
SITE NAME
FIBER COAGTING DIAMETER 0.9mm TIGHT BUFFER
NO. OF FIBER SUBUNITS 1
FIBER COUNT EACH SUBUNIT 12 y�� '0�=e : MASTERS INN
MAX. ATTENUATION. 850 NM 3.0 d8 km p4 ���-
MAX. ATTENUATION, 1300 NM 1.0 dB km pig C �Y G �?p1 3 �C SITE NUMBER
COPPER CONDUCTOR DETAILS NUMBER, SIZE 6 X 6 AWG4O G �� 3 e =Q
DC RESISTANCE 0.395 1.30 ohm kft ohm km O�a�'5- �rL o 0�� 10� Nj AR01033
CABLE DETAILS OUTER DIAMETER 1.12 27.5 inch mm
WEIGHT 0.90 0.43 Ib ft (kg/-) ¢gO1D� -S G�033 �1
MINIMUM BEND RADIUS -LOADED 225 549 inch mm O�707 A INTERSTATE 30
SITE ADDRESS
MINIMUM BEND RADIUS -UNLOADED 11.2 275 inch mm{/
MAX. TENSILE LOAD -SHORT TERM 800 3560 Ib N LITTLE ROCK, ARKANSAS
MAX. TENSILE LOAD -LONG TERM 240 1070 Ib N 72202
OPERATING TEMP. RANGE -40 TO +80 'C BASE STA110SHEET TITLE
1� �D
INSTALLATION TEMP. RANGE —30 TO +70 'C (TO BE USED FOR "BASE STATION ID" DATA FIELD
ANTENNA &HYBRID
STORAGE TEMP. RANGE —40 TO +80 'C IN THE TMO UPGRADE APPLICATION SOFTWARE)
CRUSH RESISTANCE 22 N mm CABLE DETAILS
IMPACT RESISTANCE. FOTP-41 20 IMPACTS OF 2.94 Nm
FLEXING. FTOP-104 EXCEEDS 25 CYCLES SHEET NUMBER
TWISTING FrOP-104 EXCEEDS A-8
REMOTE RADIO HYBRID CABLE (MODEL #RFF-I2MM-606-218-SPE) 5 RET ACTUATOR NAMING CONVENTION 2 (J
EXISTING T—MOBILE
^
;;L;--
EXISTIN
PURCEI
CABINE
EXIST"
ULTRAS
CABINI
FVM
SECURE GROUNDING CONDUCTORS TO UNDERSIDE OF
EXISTING EQUIPMENT PLATFORM & HANDRAIL AS REQUIRED.
PROPOSED (3)
BASE OVP'S
MOUNTED ON
PROPOSED
UNISTRUT RAC}
— BOND TO PROPOSED
GROUND LEAD WITH
CADWELD CONNECTION
(TYP)
PROPOSED FLEXI MODULES
MOUNTED TO PROPOSED
UNISTRUT RACK WITH 4" X 8"
WEATHERPROOF JUNCTION BOX
BELOW MOUNTED TO PLATFORM
AS REQUIRED
BONE] TO EXISTING
GROUND BAR USING
2 HOLE LUG
EXISTING GROUNO BAR
LOCATED AT END L #2 AWG STRANDED
OF CABLE TRAY INSULATED COPPER
GROUNDING CONDUCTOR
ROUTE ON UNDERSIDE OF
PLATFORM AS REQUIRED
.-- .. --- -EXISTING-"'--
NODE B
EQUIPMENT TO
BE REMOVED
GROUNDING PLAN
0' 6" 1' 2' 3' 4
B ETA
ALPHA
PROPOSED UMTS
ANTENNA (1
PER SECTOR)
EXISTING ANTENNA
SECTOR GROUND
BAR (TYP) _
ANTENNA GROUNDING DETAIL
GAMMA
EXISTING ANTENNA
(2 PER SECTOR)
4EXISEXISTING
ANTENNA
SUPPORT
PIPE (TYP)
TING ANTENNA
SUPPORT
HEADFRAME (TYP)
EXISTING GROUND
WIRE (TYP)
1
T :. , T-,,
USA, /NC_
If El ATE 6p It.
rit A R 5
,k
REGIS E D
PRO E S ❑ AL
N �
No. 9717
��`�1II f►
A-Ssc
9225 Indian Creek Pkwy, Suite 400
Overland Park, Kansas 66210
Phone: 913-438-7700 Fax: 913-438-7777
DESIGNER: D.C. PELLAND
LEAD EE: T.M. SUPER
LEAD CE/SE: M.L. OWENS
SUBMITTALS
NO. DATE 1 DESCRSPTION BY
A 05/09/12 ISAIED FOR REMEN OCP
NOME: THIS DRAWING NAS NOr DON PUBLISHED AND
IS SNE :ALE PRDPOM OF SSC. IHC. AND LS LENT TO
THE BORROWER FOR THBR CONFIDENrPL UsE ONLY.
FMD W CONSIDEN,rION OF THE Likes OF THIS DRNMW-.
THE BORROWER PROMISES AND AGREES TO RETURN B
UPON RmuFsr AND AGREES TFLIT rr WILL NOT BE
REFROOUCED. DOPoFA, I,FHr OR Cnl1ERWTSE 044P65F.T7
OF DOWMY OR INDIRECIS.Y, NOR USED FOR Aw
PURPOSE OTHER THAT! FOR W79W rr IS FURNISHED.
STATE OF ARKANSAS
cE7mmcATE OF AumORImmw 07'74
RESPONSIBLE ENGINEERS: _
MLO MICHAEL L OWENS 13158 SmUCTURALJCML
TMS TERRANCE M. SUPER 9717 mucl CAL
SITE NAME
MASTERS INN
SITE NUMBER
AR01033
SITE ADDRESS
707 A INTERSTATE 30
LITTLE ROCK, ARKANSAS
72202
SHEET Trrl E
GROUNDING
PLAN & DETAILS
SHEET NUMBER
G-1
P
GENERAL REQUISEMEM-SECTION 01 10 OG
PART 1 GENERAL
1.1 INTENT
A. THESE SPECIFICATIONS AND CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO BE
DONE AND THE MATERIALS TO BE FURNISHED FOR CONSTRUCTION. PLANS ARE NOT TO
BE SCALED.
B. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE FULLY EXPLANATORY AND
SUPPLEMENTARY, HOWEVER, SHOULD ANYTHING BE SHOWN, INDICATED OR SPECIFIED
ON ONE AND NOT THE OTHER, R SHALL BE DONE THE SAME AS IF SHOWN, INDICATED
OR SPECIFIED IN BOTH.
C. THE INTENTION OF DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS REASONABLY
NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK AS
STIPULATED IN THE CONTRACT.
D. CONFLICTS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL
MEASUREMENTS AT THE SITE BEFORE ORDERING MATERIALS OR DOING ANY WORK. NO
COMPENSATION SHALL BE ALLOWED DUE TO DIFFERENCE BETWEEN ACTUAL DIMENSIONS
AND THOSE ON THE DOCUMENTS. ANY DISCREPANCY SHALL BE REPORTED TO THE
OWNER OR HIS AGENT FOR CONSIDERATION.
1-2 THE CONTRACTOR IS RESPONSIBLE FOR PROCUREMENT AND
MAINTAINING ALL APPLICABLE LICENSES AND BONDS.
1.3 STORAGE: ALL MATERIALS ?RUST BE STORED IN A LEVEL AND DRY FASHION THAT DOES
NOT OBSTRUCT THE FLOW OF OTHER WORK. ANY STORAGE METHOD MUST MEET ALL
RECOMMENDATIONS OF THE ASSOCIATED MANUFACTURER.
1.4 CLEAN UP: THE CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATION OF
WASTE MATERIALS OR RUBBISH AT ALL TIMES.
1.5 QUALITY ASSURANCE: ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL,
STATE, AND FEDERAL REGULATIONS.
PART 2 PRODUCTS - Not Applicable To This Section
PART 3 EXECUTION - Not Applicable To This Section
END OF SECTION
T. N 03 ZO 00
PART 1 GENERAL
1.1 SUMMARY
FURNISH AND INSTALL ALL CAST -IN-PLACE CONCRETE, REINFORCING AND ACCESSORIES,
AS SPECIFIED HEREIN AND AS SHOWN ON THE DRAWINGS.
1.2 SUBMITTALS
A. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA AND INSTALLATION
INSTRUCTIONS FOR EACH MATERIAL AND PRODUCT USED.
B. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS INDICATING MATERIAL CHARACTERISTICS,
DETAILS OF CONSTRUCTION, CONNECTIONS, AND RELATIONSHIP WITH ADJACENT
CONSTRUCTION.
SHOP DRAWINGS SHALL BE PREPARED AND STAMPED BY A QUAIJFlED ENGINEER
LICENSED IN THE JURISDICTION OF THE PROJECT.
C. MIX DESIGN: SUBMIT FOR APPROVAL MIX DESIGN PROPOSED FOR USE.
1.3 QUALITY ASSURANCE
A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF
ACCEPTABLE MANUFACTURERS, WHICH HAVE BEEN IN SATISFACTORY USE. IN SIMILAR
SERVICE FOR A MINIMUM OF THREE YEARS. USE EXPERIENCED INSTALLERS. DELVER,
HANDLE, STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
B. TESTING: EMPLOY AN INDEPENDENT TESTING AGENCY ACCEPTABLE TO OWNER TO
DESIGN CONCRETE MIXES AND TO PERFORM MATERIAL EVALUATION TESTS. PROVIDE 4
AND 28 DAY CYLINDER TESTS. COMPLY WITH ASTM C 143, C 173, C 31 AND C 39.
C. STANDARDS
1. ACI 301, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS.
2. ACI 318, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AND CRSI
MANUAL OF STANDARD PRACTICE.
PART 2 PRODUCTS
2.1 MATERIALS
A. MATERIALS SHALL CONFORM TO THE RESPECTIVE PUBLICATIONS AND OTHER
REQUIREMENTS SPECIFIED HEREIN.
B. CEMENT: CEMENT SHALL CONFORM TO ASTM C150, TYPE 1. CEMENT MAY BE BAGGED
OR BULK. CEMENT SHALL BE USED FORM ONLY ONE MILL THROUGHOUT PROJECT.
C.FlNE AGGREGATE: FINE AGGREGATE SHALL CONFORM TO ASTM C33-08 AND SHALL BE
UNIFORMLY GRADED, CLEAN, SHARP, WASHED MATERIAL OR CRUSHED SAND, FREE FROM
ORGANIC IMPURITIES.
D. COURSE AGGREGATE COURSE AGGREGATE SHALL CONFORM TO ASTM C33-08 AND
SHALL BE NATURAL WASHED GRAVEL OR WASHED CRUSHED ROCK HAVING HARD,
STRONG, DURABLE PIECES, FREE FORM ADHERENT COATINGS, THE MAXIMUM SIZE OF
COARSE AGGREGATE SHALL BE 3/4" IN ACCORDANCE WITH THE REQUIREMENTS OF
ASTM C33-08; GRADATION SIZE NO. 67.
E. WATER: WATER USED IN THE CONCRETE MIX SHALL BE POTABLE, CLEAN, AND FREE
FROM OILS, ACIDS, SALTS, CHLORIDES, ALKALI, SUGAR, VEGETABLE, OR OTHER
INJURIOUS SUBSTANCES.
F. REINFORCING STEEL:- ALL BARS ARE TO BE NEW BILLET STEEL CONFORMING TO ASTM
A615, GRADE 60. BENDING DETAILS RE TO CONFORM TO THE STANDARDS OF ACI 318.
G. FORMS: THE FORMS SHALL* BE TRUE AND RIGID AND CONFORM TO SHAPE, LINE AND
DIMENSIONS AS SHOWN ON THE DRAWINGS. ALL FORMS SHALL BE RIGIDLY
CONSTRUCTED, BRACED AND TIED TO PREVENTS ANY DEFLECTION OR DISPLACEMENT
DURING PLACING OF CONCRETE. ALL EXPOSED CORNERS AND EDGES SHALL HAVE 3/4"
FILLETS. ALL JOINTS SHALL BE MORTAR TIGHT; OPEN JOINTS SHALL BE SEALED AS
REQUIRED.
H. CONCRETE:
1. PROPORTIONING: CONCRETE SHALL CONFORM TO THE FOLLOWING:
a. CEMENT -6 SACKS PER CUBIC YARD, MINIMUM
b. WATER SHALL BE KEPT TO AN ABSOLUTE MINIMUM TO MAINTAIN SLUMP AS
SPECIFIED
c. AGGREGATE; SAND FACTOR SHALL BE AS REQUIRED TO GIVE THE BEST WORKABLE
MIX WITHIN THE RANGE OF 46 TO 52 PERCENT OF TOTAL AGGREGATE
d. STRENGTH -4,000. PSI AT 28 DAYS, UNLESS NOTED OTHERWISE
e. ALL CONCRETE SHALL CONTAIN A WATER -REDUCING AGENT AND SHALL HAVE
THREE (3) TO FIVE (5) PERCENT ENTRAINED AIR.
2.2 SLUMP:
A. THE MAXIMUM SLUMP SHALL NOT EXCEED 3" EXCEPT FOR CONCRETE TO BE PLACED
IN FORMS 8" WIDE OR LESS, WHERE THE MAXIMUM SLUMP SHALL BE 4".
B. THE DETERMINATION OF SLUMP SHALL CONFORM TO ASTM C143.
2.3 MIXING:
THE CONTRACTOR SHALL USE READY -MIXED CONCRETE, MIXED AND DELIVERED IN
CONFORMANCE WITH ASTM C94.
2.4 MIXTURES:
A. THE CONCRETE SHALL CONTAIN AND AIR -ENTRAINING ADMIXTURE COMPLYING WITH THE
REQUIREMENTS OF ASTM C-260 AND ACI 212AR AND A WATER -REDUCING ADMIXTURE
COMPLYING WITH THE REQUIREMENTS OF ASTM C-494 AND ACI 212.1R. ADMIXTURES
SHALL BE PURCHASE AND BATCHED IN LIQUID SOLUTION. THE USE OF CALCIUM
CHLORIDE OR AN' ADMIXTURE CONTAINING CALCIUM CHLORIDE IS PROHIBITED.
B. ADMIXTURES SHALL BE OF THE SAME MANUFACTURER TO ASSURE COMPATIBILITY.
C. ACCEPTABLE MANUFACTURERS ARE:
1. W.R. GRACE 3. MASTER BUILDERS
2. SIKA GROUP 4. EUCLID CHEMICAL CO
2.5 CURING COMPOUNDS
CURING COMPOUNDS SHALL CONFORM TO ASTM C309, TYPE 1, ID, CLASS A AND B AND
ASTM C171 AS APPLICABLE
PART 3 EXECUTION
3.1 GENERAL
A. CONSTRUCT AND ERECT FORMWORK IN ACCORDANCE WITH ACI 301 ACI 347.
B. COLD -WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 306.
C. HOT -WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 305.
3.2 INSERTS, EMBEDDED COMPONENTS_ AND_ OPENINGS
A. CONTRACTOR SHALL CHECK ALL CIVIL, ARCHITECTURAL, STRUCTURAL, AND ELECTRICAL
DRAWINGS FOR OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS AND OTHER ITEMS TO
BE BUILT INTO THE 'CONCRETE WORK.
B. COORDINATE THE WORK OF OTHER SECTIONS IN FORMING AND SETTING OPENINGS,
RECESSES, SLOTS, CHASES, ANCHORS, INSERTS AND OTHER ITEMS TO BE EMBEDDED.
C. EMBEDDED ITEMS SHALL BE SET ACCURATELY IN LOCATION, ALIGNMENT, ELEVATION, AND
PLUMBNESS. LOCATE AND MEASURE FROM ESTABLISHED SURVEYED REFERENCE
BENCHMARKS.
D. EMBEDDED ITEMS SHALL BE ANCHORED INTO PLACE AS REQUIRED TO PREVENT
MOVEMENT DURING CONCRETE PLACEMENT AND CONSOLIDATION. COMPONENTS FORMING
A PART OF A COMPLETE ASSEMBLY SHALL BE ALIGNED BEFORE ANCHORING. PROVIDE
TEMPORARY BRACING, ANCHORAGE, AND TEMPLATES AS REQUIRED TO MAINTAIN THE
SETTING AND ALIGNMENT.
3.3 REINFORCEMENT PLACEMENT:
A. REINFORCEMENT SHALL BE PLACED IN ACCORDANCE WITH CHECKED AND RELEASED
DRAWINGS AND ACI 301 AND ACI 315; SECURELY WIRE -TIE REINFORCEMENT AT ALL
INTERSECTIONS.
B. ACCURATELY POSITION, SUPPORT AND SECURE REINFORCEMENT AGAINST DISPLACEMENT
FROM FORMWORK CONSTRUCTION OR CONCRETE PLACEMENT AND CONSOLIDATION.
REINFORCING SHALL BE SUPPORTED ON METAL CHAIRS, RUNNERS, BOLSTERS,
SPACERS, AND HANGERS.
C. SPLICES OF REINFORCING BARS SHALL BE CLASS B UNLESS SHOWN OTHERWISE.
SPLICES SHALL BE STAGGERED. FULL DEVELOPMENT LENGTH SHALL BE PROVIDED
ACROSS JOINTS.
D. LOCATE REINFORCING TO PROVIDE CONCRETE COVER AND SPACING SHOWN ON THE
DRAWINGS. MINIMUM COVER SHALL BE AS REQUIRED BY ACI 318.
E. WELDING OF AND TO ANY REINFORCING MATERIALS INCLUDING TACK WELDING OF
CROSSING BARS IS STRICTLY PROHIBITED. BARS SHALL BE FREE OF FLAKEY OR
SCALEY RUST AT THE TIME THE CONCRETE IS PLACED.
3.4 CONCRETE PLACEMENT:
A. PRIOR TO PLACING CONCRETE, FORMS AND REINFORCEMENT SHALL BE THOROUGHLY
INSPECTED. ALL WOOD CHIPS, DIRT, ETC., AS WELL AS ALL TEMPORARY BRACING, TIES,
AND CLEATS REMOVED. AND ALL OPENINGS FOR UTILITIES PROPERLY BOXED. ALL
FORMS SHALL BE PROPERLY SECURED IN THEIR CORRECT POSITION AND MADE TIGHT.
ALL REINFORCING AND EMBEDDED ITEMS SHALL BE SECURED IN THEIR PROPER
LOCATIONS.. ALL OLD AND DRY CONCRETE AN DIRT SHALL BE CLEANED AND ALL
STANDING WATER AND OTHER FOREIGN MATTER REMOVED.
B. PLACING CONCRETE SHALL BE IN ACCORDANCE WITH ACI 301 AND ACI 304 AND SHALL
BE CARRIED OUT AT -SUCH A RATE THAT THE CONCRETE PREVIOUSLY PLACED IS STILL
PLASTIC AND INTEGRATED WITH THE FRESHLY PLACE CONCRETE. CONCRETING, ONCE
STARTED, SHALL BE CARRIED ON AS A CONTINUOUS OPERATION UNTIL THE SECTION IS
COMPLETED. NO COLD JOINTS SHALL BE ALLOWED.
C. CONSTRUCTION JOINTS: USE KEYWAYS, CONTINUE REINFORCEMENT THROUGH JOINT.
D. EXPANSION JOINTS: FOR EXTERIOR WORK, LOCATE AT 30' O.C. MAXIMUM, AT APPROVED
LOCATIONS. PROVIDE SMOOTH DOWELS ACROSS JOINT WHICH PERMIT 1" HORIZONTAL
MOVEMENT AND NO VERTICAL SHEAR MOVEMENT.
E. ISOLATION JOINTS: PROVIDE BETWEEN SLABS AND VERTICAL ELEMENTS SUCH AS
COLUMNS AND STRUCTURAL WALLS.
F. CONTROL JOINTS: PROVIDE SAWN OR TOOLED JOINTS OR REMOVABLE INSERT STRIPS;
DEPTH EQUAL TO 1/4" SLAB THICKNESS. SPACING SHALL BE AS REQUIRED AND
APPROVED.
G. ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED AND COMPACTED BY VIBRATION,
SPADING, RODDING, OR FORKING DURING THE OPERATION OF PLACING AND DEPOSITING
IN ACCORDANCE WITH ACI 309. THE CONCRETE SHALL BE WORKED AROUND
REINFORCEMENT, EMBEDDED ITEMS, AND INTO THE CORNERS OF THE FORMS SO AS TO
ELIMINATE ALL AIR AND STONE POCKETS.
3.5 FINISHING:
A. FINISHING OF ALL SLABS SHALL BE IN ACCORDANCE WITH ACI 302.1; SECTION 7.2
WITH A MINIMUM OF THREE TROWELINGS.
1. INTERIOR SLAB FINISH TOLERANCE AS MEASURED IN ACCORDANCE WITH ASTM E
1155 SHALL HAVE AN OVERALL TEST F NUMBER FOR FLATNESS, FF=20 AND FOR
LEVEL, FL=15. THE MINIMUM LOCAL NUMBER FOR FLATNESS, FF=15 AND FOR
LEVEL, FL=10.
2. EXTERIOR SLAB FINISH SHALL BE FLAT (FF=20) AND SHALL BE SLOPED A MINIMUM
OF 1/8" PER FOOT TO A MAXIMUM OF 1/4" PER FOOT TO PREVENT PONDING
WATER.
B. SURFACES OF SLABS SHALL RECEIVE TWO COATS OF CLEAR SEALER/HARDNER.
C. ABOVE GRADE WALL SURFACES SHALL HAVE A SMOOTH FORM FINISH AS DEFINED IN
CHAPTER 10 OF ACI 301.
3.6 CURING:
A.FRESHLY DEPOSITED CONCRETE SHALL BE PROTECTED FROM PREMATURE DRYING AND
EXCESSIVELY HOT OR COLD TEMPERATURES AND SHALL BE MAINTAINED WITH MINIMAL
MOISTURE LOSS AT A RELATIVELY CONSTANT TEMPERATURE FOR A PERIOD OF TIME
NECESSARY FOR THE HYDRATION OF THE CEMENT AND PROPER HARDENING OF THE
CONCRETE.
B. CURING SHALL IMMEDIATELY FOLLOW THE FINISH OPERATION, CONCRETE SHALL BE
KEPT CONTINUOUSLY MOIST ATE LEAST OVERNIGHT, IMMEDIATELY FOLLOWING THE INITIAL
CURING. BEFORE THE CONCRETE HAS DRIED, ADDITIONAL CURING SHALL BE
ACCOMPLISHED BY ONE OF THE FOLLOWING MATERIALS OR METHODS:
1. PONDING OR CONTINUOUS SPRINKLING
2. ABSORPTIVE MAT OR FABRIC KEPT CONTINUOUSLY WET
3. NON-ABSORPTIVE FILM (POLYETHYLENE) OVER A PREVIOUSLY SPRINKLED SURFACE
4. SAND OR OTHER COVERING KEPT CONTINUOUSLY WET
5. CONTINUOUS STEAM (NOT EXCEEDING 150 DEGREES F) OR VAPOR MIST BATH.
6. SPRAYED -ON CURING COMPOUND APPLIED IN TWO COATES, SPRAYED IN
PERPENDICULAR DIRECTIONS.
C. THE FINAL CURING SHALL CONTINUE UNTIL THE CUMULATIVE NUMBER OF DAYS OR
FRACTION THEREOF, NOT NECESSARILY CONSECUTIVE, DURING WHICH TEMPERATURE OF
THE AIR IN CONTACT WITH CONCRETE IS ABOVE 50 F HAS TOTALED SEVEN (7) DAYS.
CONCRETE SHALL NOT BE PERMITTED TO FREEZE DURING THE CURING PERIOD. RAPID
DRYING AT THE END OF THE CURING PERIOD SHALL BE PREVENTED.
END OF SECTION
1,
(per �l i l 41
USA, /NC.
s
AR AN AS
REGISTERED >�
PROFESSIONAL
ENGINEER
VIA
=.0 No. 13458 ,cry i
LpI1
SSC
9225 Indian Creek Pkwy, Suite 400
Overland Park, Kansas 66210
Phone: 913-438-7700 Fax: 913-438-7777
DESIGNER: D.C. PELLAND
LEAD EE: T.M. SUPER
LEAD CE/SE: M.L. OWENS
SUBMITTALS
NO, I DATE I DESCRIPTION B1'
A 0/09/121=U FOR RENEW DCP
I
H0710E 1}315 ORAWWG HAS NOT BEEN PUBLISHED AND
IS THE SOLE PROPERIY OF M. INC. AND IS !FIAT TO
me BORROWER FOR THEIR COIRTDDMAL USE ONLY,
AND IN OONSIDf wow OF 7NE LW OF THRs DRAYANG.
THE BORROWER PROWM AND AGREES TO RETURN IT
UPON REC eST AND AGREES THAT IT WILL M;T BE
REPRODUCED. CC -PIED, LENT OR ME TIME DISPOSED
OF DMSCRY OR INDM SCALY, NOR USED FOR ANY
FURPOS_ 01NER 7EUH FOR WHAM K IS FURNISHED.
STATE OF ARKANSAS
CERnFlCATE OF AUNiORRAnoN #774
RESPONSIBLE ENGINEERS:
MLO MICHAEL L OWENS 13458 STRUCTURAL/CML
TMS TERRANCE M. SUPER 9717 ELECTRICAL
SITE NAME
MASTERS INN
SITE NUMBER
AR01033
SITE ADDRESS
707 A INTERSTATE 30
LITTLE ROCK, ARKANSAS
72202
SHEET TITLE
SPECIFICATIONS (1 OF 3)
SHEET NUMBER
SP -1
SECTION 16000 ELECTRICAL PART 2 PRODUCTS
PART 1 GENERAL 2.1 GENERAL:
1.1 GENERAL CONDITIONS: A. ALL ITEMS OF MATERIALS AND EQUIPMENT SHALL BE NEW, FREE FROM DEFECTS
AND OF THE BEST QUALITY NORMALLY USED FOR THE PURPOSE IN GOOD
r, l
Tr
A. THE CONTRACTOR SHALL INSPECT THE SITE WHERE THIS WORK IS TO BE COMMERCIAL PRACTICE.
_
PERFORMED AND FULLY FAMILIARIZE HIMSELF WITH ALL CONDITIONS RELATED TO
THIS PROJECT. B. ALL MATERIALS AND EQUIPMENT SHALL BE ACCEPTABLE TO THE AUTHORITY HAVING
JURISDICTION AS SUITABLE FOR THE USE INTENDED.
B. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND LICENSES AND
SHALL MAKE ALL DEPOSITS AND PAY ALL FEES REQUIRED FOR THE PERFORMANCE C.ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF
/ �' E
OF WORK UNDER THIS SECTION. APPROVAL, AND SHALL CONFORM TO REQUIREMENTS OF THE NATIONAL ELECTRICAL
I Cj�
CODESHALLL
+_
C. DRAWINGS SHOW THE GENERALARRANGEMENT OF LSYSTEMS AND COMPONENTS
A R A A S
COVERED UNDER THIS SECTION. THE CONTRACTOR SHL VERIFY ALL DIMENSIONS. D. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING RATING EQUAL TO OR
�$1
DRAWINGS SHALL NOT BE SCALED TO DETERMINE DIMENSIONS. GREATER THAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED,
10,000 AIC MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT
.
I.') LAWS. RECULATIChS. ORD'.FIANCES. STATUTES AND COOS EXCEED THE RATING OF ELECTRICAL EQUIPMENT.
REGISTE
PROF N L
A. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE NAT10NL ELECTRICAL 2.2 MATERIALS AND EQUIPMENT:
CODE, AND ALL APPLICABLE LOCAL LAWS, REGULATIONS, ORDINANCES, STATUTES
S
E
-
`
AND CODES. A. CONDUIT
1.3 REFERENCES: 1. RIGID GALVANIZED STEEL CONDUIT (RGS) SHALL BE HOT -DIP GALVANIZED INSIDE
1.
OUTSIDEAND ING ENDS AND THREADS AND ENAMELED OR LACQUERED
9717 l2
A. THE PUBLICATIONS LISTED BELOW FORM PART OF THIS SPECIFICATION. EACH INSIDE NADDITIONDTO GALVANIZING.
CEM !T� f +
PUBLICATION SHALL BE THE LATEST REVISION AND ADDENDUM IN EFFECT ON THE
11111
��- ��
DATE THIS SPECIFICATION IS ISSUED FOR CONSTRUCTION UNLESS OTHERWISE 2. FLEXIBLE METAL CONDUIT SHALL BE GALVANIZED, ZINC—COATED STEEL, PVC
NOTED. EXCEPT AS MODIFIED BY THE REQUIREMENTS SPECIFIED HEREIN OR THE COATED FOR OUTDOOR APPLICATIONS.
DETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS SPECIFICATION SHALL
CONFORM TO THE APPLICABLE PROVISIONS OF THESE PUBLICATIONS. 3. CONDUIT CLAMPS, STRAPS AND SUPPORTS SHALL BE STEEL OR MALLEABLE
; •.
IRON. ALL FITTINGS SHALL BE COMPRESSION TYPE AND WATERTIGHT.
:,
1. ANSI/IEEE (AMERICAN NATIONAL STANDARDS INSTITUTE)
.�
4. NON—METALLIC CONDUIT AND FITTINGS SHALL BE SCHEDULE 40 PVC, HEAVY—
2. IEEE (INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS) WALL RIGID WITH SOLVENT—CEMENT—TYPE JOINTS AS RECOMMENDED BY THE
MANUFACTURER.
3. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS)
B. WIRE AND CABLE
4. ICEA (INSULATED CABLE ENGINEERS ASSOCIATION) 1. WIRE AND CABLE SHALL BE FLAME—RETARDANT, MOISTURE AND HEAT RESISTANT
9225 Indian Creek Pkwy, Suite 400
5. NEMA (NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION) THERMOPLASTIC, SINGLE CONDUCTOR, COPPER, TYPE THHN/THWN, 600 VOLT,
Overland Park, Kansas 66210
SIZES AS INDICATED, #12 AWG MINIMUM.
Phone: 913-438-7700 Fax: 913-038-7777
6. NFPA (NATIONAL FIRE PROTECTION ASSOCIATION)
DESIGNER: D.C. PELLAND
2. #10 AWG AND SMALLER CONDUCTORS SHALL BE SOLID AND #8 AWG AND
7. OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) LARGER CONDUCTORS SHALL BE STRANDED.
LEAD EE: T.M. SUPER
3.SOLDERLESS, PRESSURE—TYPE CONNECTORS CONSTRUCTED OF HIGH— STRENGTH,
8. UL (UNDERWRITERS LABORATORIES, INC.)
LEAD CE/SE: M.L. OWENS
NON—CORRODIBLE, TIN—PLATED COPPER DESIGNED TO FURNISH HIGH— PULLOUT
1.4 SCOPE OF WORK: STRENGTH AND HIGH CONDUCTIVITY JOINTS SHALL BE USED.
SUBMITTALS
A WORK UNDER THIS SECTION SHALL CONSIST OF FURNISHING ALL LABOR, MATERIAL 4. SUPPORT GRIPS SHALL BE SINGLE WEAVE, CLOSED MESH, HIGH—GRADE, NON—
NO. DATE DESCRIPTION BY
AND ASSOCIATED SERVICES REQUIRED TO COMPLETELY CONSTRUCT AND LEAVE MAGNETIC, TIN—COATED BRONZE CAPABLE OF SUPPORTING TEN TIMES THE CABLE
DEAD WEIGHT, HUBBELL KELLEMS OR APPROVED EQUAL.
os/O9j12 Isom FOR REMEW DCP
READY FOR OPERATION SYSTEMS AS SHOWN ON THE DRAWINGS AND HEREIN
—A
DESCRIBED. C. DISCONNECT SWITCHES:
B. ALL ELECTRICAL EQUIPMENT UNDER THIS CONTRACT SHALL BE PROPERLY TESTED, 1. DISCONNECT SWITCHES SHALL BE HEAVY DUTY, DEAD—FRONT, QUICK—MAKE,
ADJUSTED, AND ALIGNED BY THE CONTRACTOR.
QUICK—BREAK, EXTERNALLY OPERABLE, HANDLE LOCKABLE AND INTERLOCKED
C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATING, DRAINING, WITH COVER IN CLOSED POSITION, RATING AS INDICATED, UL LABELED
TRENCHES, BACKFIWNG, AND REMOVAL OF EXCESS DIRT. FURNISHED IN NEMA 3R ENCLOSURE, SQUARE D CLASS 3110 OR APPROVED
NOTICE: THIS DRAWING HAS NOT BEEN PUBUSHED AND
EQUAL
IS THE SOLE PROPERTY OF SSC. INC. AND IS LO4r TO
D. THE CONTRACTOR SHALL FURNISH TO THE OWNER, CERTIFICATES OF FINAL
D. SYSTEM GROUNDING:
THE BORROWER FOR THOR CONFIDENTIAL USE ONLY,
AND IN CONSIDERATION OF THE Law OF THIS DRAWING,
THE BORROWER PROMISES AND AGREES RETURN IT
INSPECTION AND APPROVAL FROM THE INSPECTION AUTHORITIES HAVING
UPON REQUEST AND AGREES THAT R WILL NOT BE
UPON
JURISDICTION.
1. GROUNDING CONDUCTOR SHALL BE BARE, STRANDED, COPPER, SIZE AS
REPRODUCED, COPIED. LENT OR OTHERNISE DISPOSED
FOR ANY
INDICATED, EXCEPT ABOVE GROUND GROUNDING CONDUCTORS SHALL BE
PURPOISF MERCTLY THANFOR WHICH IT a FURNISHED.
INSULATED._
STATE OF ARKANSAS
2. GROUND BUSSES SHALL BE BARE ANNEALED COPPER BARS OF RECTANGULAR
CERTIFICATE OF AUTHOMZATION X774
CROSS SECTION.
BEsrarr='BLE EN3'Hts:
MLA MICHAEL L OWENS 13458 STRUTC7g ,/CML
3. CONNECTORS SHALL BE HIGH -CONDUCTIVITY, HEAVY DUTY, LISTED AND LABELED
TMS TERRANCE M. SUPER 9717 ELECTRICAL
AS GROUNDING CONNECTORS FOR THE MATERIALS USED. USE TWO -HOLE
COMPRESSION LUGS WITH HEAT SHRINK FOR MECHANICAL CONNECTIONS.
4. EXOTHERMIC WELDED CONNECTIONS SHALL BE PROVIDED IN KIT FORM AND
SITE NAME
SELECTED FOR THE SPECIFIC TYPES, SIZES, AND COMBINATIONS OF CONDUCTORS
AND OTHER ITEMS TO BE CONNECTED.
MASTERS R\TN
5. GROUND RODS SHALL BE COPPER -CLAD STEEL WITH HIGH-STRENGTH STEEL
CORE AND ELECTROLYTIC—GRADE COPPER OUTER SHEATH, MOLTEN WELDED TO
CORE, 3/4" x 10'-0".
SITE NUMBER
E. OTHER MATERIALS:
1. THE CONTRACTOR SHALL PROVIDE OTHER MATERIALS, THOUGH NOT SPECIFICALLY
AR01033
DESCRIBED, WHICH ARE REQUIRED FOR A COMPLETELY OPERATIONAL SYSTEM AND
PROPER INSTALLATION OF THE WORK.
SITE ADDRESS
707 A INTERSTATE 30
LITTLE ROCK, ARKANSAS
72202
SHEET TITLE
SPECIFICATIONS (2 OF 3)
SHEET NUMBER
SP -2
T
PART 3 EXECUTION
3.1 GENERAL:
A. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE
WITH THE MANUFACTURER'S RECOMMENDATIONS.
B. EQUIPMENT SHALL BE TIGHTLY COVERED AND PROTECTED AGAINST DIRT OR WATER,
AND AGAINST CHEMICAL OR MECHANICAL INJURY DURING INSTALLATION AND
CONSTRUCTION PERIODS.
L2 LABQR AND WORKMMSHIPm
A. ALL LABOR FOR THE INSTALLATION OF MATERIALS AND EQUIPMENT FURNISHED FOR
THE ELECTRICAL SYSTEM SHALL BE DONE BY EXPERIENCED MECHANICS OF THE
PROPER TRADES.
B. ALL ELECTRICAL EQUIPMENT FURNISHED SHALL BE ADJUSTED, ALIGNED AND TESTED
BY THE CONTRACTOR AS REQUIRED TO PRODUCE THE INTENDED PERFORMANCE.
C. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL
EXPOSED EQUIPMENT, REMOVE ALL LABELS AND ANY DEBRIS, CRATING OR CARTONS
AND LEAVE THE INSTALLATION FINISHED AND READY FOR OPERATION.
3.3 COORDINATION:
A. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ELECTRICAL ITEMS WITH
THE OWNER -FURNISHED EQUIPMENT DELIVERY SCHEDULE TO PREVENT UNNECESSARY
DELAYS IN THE TOTAL WORK.
3.4 INSTALLATION:
A. CONDUIT -
1. ALL ELECTRICAL WIRING SHALL BE INSTALLED IN CONDUIT AS HEREIN SPECIFIED.
NO CONDUIT OR TUBING OF LESS THAN 3/4 INCH NOMINAL SIZE SHALL BE
USED.
2. PROVIDE RGS CONDUIT FOR ALL EXPOSED, EXTERIOR CONDUIT.
3. PROVIDE SCHEDULE 40 PVC OR RGS CONDUIT BELOW GRADE, 1" MINIMUM,
UNLESS NOTED OTHERWISE. ALL 90 DEGREE BENDS TO ABOVE GRADE SHALL BE
RGS. MINIMUM BURIAL DEPTH SHALL BE 24" CLEAR TO TOP OF CONDUIT,
UNLESS NOTED OTHERWISE.
4. USE GALVANIZED FLEXIBLE STEEL CONDUIT WHERE DIRECT CONNECTION IS NOT
DESIRABLE FOR REASONS OF EQUIPMENT MOVEMENT, VIBRATION, OR FOR EASE
OF MAINTENANCE. USE LIQUIDTIGHT, PVC COATED FLEXIBLE METAL CONDUIT
FOR OUTDOOR APPLICATIONS.
5. INSTALL GALVANIZED FLEXIBLE STEEL CONDUIT AT ALL POINTS OF CONNECTION
TO EQUIPMENT MOUNTED ON SUPPORTS TO ALLOW FOR EXPANSION AND
CONTRACTION.
6. A RUN OF CONDUIT BETWEEN BOXES OR FITTINGS SHALL NOT CONTAIN MORE
THAN THE EQUIVALENT OF FOUR QUARTER -BENDS INCLUDING THOSE BENDS
LOCATED IMMEDIATELY AT THE BOX OR FITTING. THE RADIUS OF BENDS SHALL
NEVER BE SHORTER THAN THAT OF THE CORRESPONDING TRADE ELBOW.
7. WHERE CONDUIT HAS TO BE CUT IN THE FIELD, IT SHALL BE CUT SQUARE WITH
A PIPE CUTTER USING CUTTING KNIVES.
8. ALL CONDUITS SHALL BE SWABBED CLEAN BY PULLING AN APPROPRIATE SIZE
MANDREL THROUGH THE CONDUIT BEFORE INSTALLATION OF WIRE OR CABLE.
CLEAR ALL BLOCKAGES AND REMOVE BURRS, DIRT, AND DEBRIS.
9. INSTALL PULL STRINGS IN ALL EMPTY CONDUITS. IDENTIFY PULL STRINGS AT
EACH END WITH ITS DESTINATION.
10. PROVIDE INSULATED GROUNDING BUSHINGS FOR ALL CONDUITS STUBBED INTO
EQUIPMENT ENCLOSURES OR STUBBED OUT FOR FUTURE USE BY OTHERS.
11. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL CONDUITS DURING
CONSTRUCTION. TEMPORARY OPENINGS IN THE CONDUrr SYSTEM SHALL BE
PLUGGED OR CAPPED TO PREVENT ENTRANCE OF MOISTURE OR FOREIGN
MATTER. CONTRACTOR SHALL REPLACE ANY CONDUITS CONTAINING FOREIGN
MATERIALS THAT CANNOT BE REMOVED.
12. INSTALL 2" ORANGE DETECTABLE TAPE 12" ABOVE ALL UNDERGROUND CONDUIT
AND WIRE.
13. CONDUITS SHALL BE INSTALLED IN SUCH A MANNER AS TO INSURE AGAINST
COLLECTION OF TRAPPED CONDENSATION.
B. WIRE AND CABLE:
1. ALL POWER WIRING SHALL BE COLOR CODED AS FOLLOWS:
DESCRIPTION 120/240V 208Y/120V 480Y/277V
PHASE A BLACK BLACK BROWN
PHASE B RED RED ORANGE
PHASE C BLUE YELLOW
NEUTRAL WHITE WHITE GRAY
GROUND GREEN GREEN GREEN
2. SPLICES SHALL BE MADE ONLY AT OUTLETS, 'JUNCTION BOXES, OR
ACCESSIBLE RACEWAYS WITH PRESSURE-TYPE CONNECTORS.
3. PULLING LUBRICANTS SHALL BE SOAPSTONE POWDER, POWDERED TALC, OR A
COMMERCIAL PULLING COMPOUND. NO SOAP SUDS,. SOAP FLAKES. OIL, OR
GREASE SHALL BE USED, AS THESE MAY BE HARMFUL TO CABLE INSULATION.
CONTRACTOR SHALL USE NYLON OR HEMP ROPE FOR PULLING CABLE TO
AVOID SCORING THE CONDUIT.
4. CABLES SHALL BE NEATLY TRAINED, WITHOUT INTERLACING, AND BE OF
SUFFICIENT LENGTH IN ALL BOXES, EQUIPMENT, ETC. TO PERMIT MAKING A NEAT
ARRANGEMENT. CABLES SHALL BE SECURED IN A MANNER TO AVOID TENSION ON
CONDUCTORS OR TERMINALS, AND SHALL BE PROTECTED FROM MECHANICAL
INJURY AND FROM MOISTURE. SHARP BENDS OVER CONDUIT BUSHINGS ARE
PROHIBITED. DAMAGED CABLES SHALL BE REMOVED AND REPLACED AT THE
CONTRACTOR'S EXPENSE.
C. DISCONNECT SWITCHES:
1. INSTALL DISCONNECT SWITCHES LEVEL AND PLUMB. CONNECT TO WIRING SYSTEM
AND GROUND AS INDICATED.
D. GROUNDING:
1, ALL METALLIC PARTS OF ELECTRICAL EQUIPMENT WHICH DO NOT CARRY
CURRENT SHALL BE GROUNDED IN ACCORDANCE WITH THE REQUIREMENTS OF
ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE.
2. PROVIDE ELECTRICAL GROUNDING AND BONDING SYSTEMS INDICATED WITH
ASSEMBLY OF MATERIALS, INCLUDING GROUNDING ELECTRODES, BONDING
JUMPERS AND ADDITIONAL ACCESSORIES AS REQUIRED FOR A COMPLETE
INSTALLATION.
3. ROUTE GROUNDING CONNECTIONS AND CONDUCTORS TO GROUND IN THE
SHORTEST AND STRAIGHTEST PATHS POSSIBLE TO MINIMIZE TRANSIENT VOLTAGE
RISES.
4. TIGHTEN GROUNDING AND BONDING CONNECTORS, INCLUDING SCREWS AND
BOLTS, IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED TORQUE TIGHTENING
VALUES FOR CONNECTORS AND BOLTS. WHERE MANUFACTURER'S TORQUING
REQUIREMENTS ARE NOT AVAILABLE, TIGHTEN CONNECTIONS TO COMPLY WITH
TIGHTENING TORQUE VALUES SPECIFIED IN UL 486A TO ASSURE PERMANENT AND
EFFECTIVE GROUNDING.
5. ALL UNDERGROUND GROUNDING CONNECTIONS SHALL BE MADE BY THE
EXOTHERMIC WELD PROCESS AND INSTALLED IN ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTIONS.
6. ALL GROUND CONNECTIONS SHALL BE INSPECTED FOR TIGHTNESS.
EXOTHERMIC -WELDED CONNECTIONS SHALL BE APPROVED BY THE CONSTRUCTION
INSPECTOR BEFORE BEING PERMANENTLY CONCEALED.
7. APPLY CORROSION -RESISTANT FINISH TO FIELD CONNECTIONS, AND PLACES
WHERE FACTORY APPLIED PROTECTIVE COATINGS HAVE BEEN DESTROYED. USE
COPPER -BASED "NO -OX" OR APPROVED EQUAL
8. A SEPARATE, CONTINUOUS, INSULATED EQUIPMENT GROUNDING CONDUCTOR
SHALL BE INSTALLED IN ALL FEEDER AND BRANCH CIRCUITS
9. BOND ALL INSULATED GROUNDING BUSHINGS WITH A BARE J6 AWG GROUNDING
CONDUCTOR TO A GROUND BUS OR GROUNDING LUG IN ENCLOSURE.
10. DIRECT BURIED GROUND CONDUCTORS SHALL BE INSTALLED AT A NOMINAL
DEPTH OF 30" BELOW GRADE, UNLESS NOTED OTHERWISE.
11. ALL GROUNDING CONDUCTORS EMBEDDED IN OR PENETRATING CONCRETE SHALL
BE INSULATED OR INSTALLED IN PVC CONDUIT.
12. INSTALL ELECTROLYTIC GROUNDING SYSTEM IN STRICT ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS. REMOVE SEALJNG TAPE FROM LEACHING AND
BREATHER HOLES. INSTALL PROTECTIVE BOX FLUSH WITH GRADE.
13. DRIVE GROUND RODS UNTIL TOPS ARE 30 INCHES BELOW FINAL GRADE.
14. GROUNDING CONDUCTOR TO EQUIPMENT GROUND LUGS:
1) BOLTED TO EQUIPMENT HOUSING WITH STAINLESS STEEL BOLTS AND
LOCK WASHERS.
2) ALL EQUIPMENT TO BE GROUNDED SHALL BE FREE OF PAINT OR ANY
OTHER MATERIAL COVERING BARE METAL AT THE POINT OF CONNECTION.
3.5 ACCEPTANCE TESTING:
1. PROVIDE PERSONNEL AND EQUIPMENT, MAKE REQUIRED TESTS, AND SUBMIT
TEST REPORTS UPON COMPLETION OF TESTS.
2. WHEN MATERIAL AND/OR WORKMANSHIP IS FOUND NOT TO COMPLY WITH THE
SPECIFIED REQUIREMENTS, THE NONCOMPLYING ITEMS SHALL BE REMOVED FROM
THE JOBSITE AND REPLACED WITH ITEMS COMPLYING WITH THE SPECIFIED
REQUIREMENTS PROMPTLY AFTER RECEIPT OF NOTICE OF SUCH
NON-COMPLIANCE.
A. TEST PROCEDURES:
1. ALL FEEDERS SHALL HAVE THEIR INSULATION TESTED AFTER INSTALLATION,
BUT BEFORE. CONNECTION TO DEVICES. THE CONDUCTORS SHALL TEST FREE FROM
SHORT CIRCUITS AND GROUNDS. -TESTING SHALL BE FOR ONE MINUTE USING
1000V DC. INVESTIGATE ANY VALUES LESS THAN 50 MEGOHMS.
2. PRIOR TO ENERGIZING CIRCUITRY, TEST WIRING DEVICES FOR ELECTRICAL
CONTINUITY AND PROPER POLARITY CONNECTIONS.
3. MEASURE AND RECORD VOLTAGES BETWEEN PHASES AND BETWEEN PHASE
WIRES AND NEUTRALS. SUBMIT A REPORT OF MAXIMUM AND MINIMUM VOLTAGES.
4. PERFORM GROUND TEST TO MEASURE GROUND RESISTANCE OF GROUNDING
SYSTEM USING THE IEEE STANDARD 3 -POINT "FALL -OF -POTENTIAL" METHOD.
PROVIDE PLOTTED TEST VALUES do LOCATION SKETCH. NOTIFY THE ENGINEER
IMMEDIATELY IF MEASURED VALUE IS OVER 5 OHMS.
END OF SECTION
END OF SPECIFICATION
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9225 Indian Creek Pkwy, Suite 400
Overland Park, Kansas 66210
Phone: 913-038-7700 Fax: 913-438-7777
DESIGNER: D.C. PELLAND
LEAD EE: T.M. SUPER
LEAD CE/SE: M.L. OWENS
SUBMITTALS
I A 105101121 I5 M FCR REMV I DGP I
THE BORROWER PROMISES AND AGREES TO
UPON REOUeST AND AGREES THAT It 1510
STATE OF ARKANSAS
CERNFICATE OF AUTHOFMTION J774
RESPONSIBLE ENGINEERS:
MLO MICHAEL L OWENS 13458 STRUCTURAL/CIVIL
TMS TERRANCE M. SUPER 9717 ELECTRICAL
SITE NAME
MASTERS INN
SITE NUMBER
AR01033
SITE ADDRESS
707 A INTERSTATE 30
LITTLE ROCK, ARKANSAS
72202
SHEET TITLE
SPECIFICATIONS (3 OF 3)
SHEET NUMBER
SP -3