HomeMy WebLinkAboutZ-7366 Map 5AREA MAP PROJECT INFORMATION DRAWING INDEX
- lb - 'i - PAGE TITLE DESCRIPTION REVISION RESPONSIBLE
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PROJECT ADDRESS: 3700 CANTRELL ROAD NUMBER
LLE ROCK, ARKANSAS 72202 4 in; -il
A NLO
TrrLE SHEET ENGINEER
T-1 2-
LESSOR: HEARTLAND PROPERTIES CORP.
Lp 12812 GRASSY DRIVE A-1 OVERALL ROOF PLAN A MLO
42 ROCK, ARKANSAS 72210
W Ln A MLO
A-2 ENLARGED PLATFORM PLAN
A MLO
A _,
-3
ANTENN, RRU, & TMA CONFIGURATION KEYS
A MLO
t Sf.
A-4 DETAILS MLO
I jp.,��PROJECT
-A
STRUCTURAL LATITUDE: 34' 45'56.16" N
-5 RRU SYSTEM DETARS
LOCATION. 4' A MLO
G St. _71- GROUND ELEV.- A-6 ANTENNA ONE LINE DIAGRAM
A
.; INFORMATION: LONGITUDE: 92o 18'43.00" W
Pulaski
Heights IN K Liftle-Rock BUILDING HT: 110:-0"AGL A-7 RRU CONNECTION DIAGRAM A NLO
120 -0" AGL -8 A MLO
6 7 ANTENNA CL: A ANTENNA & HYBRID CABLE DETAILS
t1l
it 0c
p G-1 & DETAILS A TMS
APPLICANT: T -MOBILE GROUNDING PLAN
J 75�
12980 S. FOSTER STREET, SUITE 200
4- 3
.-2
.9
_71 . - . -.� i .,; .;?- . $-. - $1 OVERLAND PARK, KANSAS 66213 SP -1 SPECIFICATIONS Q OF 3) A
I �4. A MLO
Oak.Fore-st V__ _j
SP -2 SPECIFICATIONS (2 OF 3) A TMS
A
> W I Gth k
.= . -!i I - . __` SP -3 SPECIFICATIONS (3 OF 3) A TMS
Wr I
CONSULTING TEAM
I --Ayo 70 4d I.-
'W-2AIh-St a
W 22nd
st -A ENGINEER: SSC, INC. .4
VICINITY MAP 9225 INDIAN CREEK PARKWAY, SUITE 400
OVERLAND PARK, KANSAS 66210
Riverview PHONE: (913) 438-7700 ssc
Park FAX: (913) 438-7777
9225 Indian Creek Pkwy, Suite 400
all
M.L. OWENS - LEAD ENGINEER �N�A S Overland Park, Kansas 66210
q P -A R A _�7— Phone: 913-4
PROJECT
-J. CATION T.M. SUPER - LEAD ELECTRICAL A 38-7700 Fax: 913438-7777
tr LO DESIGNER: D.C. PE1LAND
-13W
LL I j S REGISTERED
&
D.C. PELLAND -LEAD DESIGNER
kt, . SS CNAI_ V T.M. SUPER
�LL I I ;_� PROPE
LEAD EE
e- LEAD CE/SE: M.L. OWENS
, 00 ENaM-8 V.. N
SUBMITTALS
00
T&E BY
APPROVALS
F DESCRIPTION
A. JPD
0 2 ISSUED FOR REVIEW UCP
jrgrq!FDj - *e. Alsopp 'I%- Ssc DATE
L - I __ - I
, I ; .
Park
•i' NOTICE.` 11-115 ORAwING HAS HOT R PUMPED AND
1, E7 I DATE IS TK SOLE PROPERTY Of SSC. INC- AND IS LENT TO
PulaskI RF THE [1CRf*M MR THEIR CONnOM%L USE ONLY -
.7 7- -1-JEL i AND IN CONSIDEFATEM OF rRE LOAN OF THIS DRAIVING.
-I
THE BORROWER PROwSM AND AGREM To RETURN ff
;6f UPON RMEITr A74D AGREES TKNT IT %ILL NOT BE
CO HEPRODUCED, COPIED. LENT OR OTHERWISE DISPOSED
E2 L_� �j
r .. ...... j__
TEL DATE OF DIRE
OR NINRECTLY. NOR USED FOR ANY
T PLIRPDSE OTHER JW FOR WNW RIS FURNISHED.
fle Ro STATE OF ARKANSAS
t L it
-J'LrL, L T -MOBILE DATE CERTIFICATE OF AUTHORIZATION #774
Li s^ I" c� RESPONSIBLE ENGINEERS:
MLO MICHAEL L OWENS 13458 STRUCTURAL/CML
DRIVING DIRECTIONS OPERATIONS DAM TMS TERRANCE M. SUPER 9717 ELECTRICAL
DRIVE TO DIRECTIONS AS FOLLOWS: -30 GO NORTH ON 1-30 FOR (.9 MI) TO SITE NAME
FROM INTERSECTION OF HIGHWAY 1-630 AND I LTE UPGRADE FOR
EXIT 141A TAKE RAMP ONTO SR -10 (CANTRELL RD) FOR (3.2 MI) TURN RIGHT ONTO REAL ESTATE DATE
OLD CANTRELL RD FOR (65 YDS)'TO SITE LOCATION EXISTING CELL SITE RIVIERA APARTMENTS
EQUIPMENT SITE NUMBER
EtPMEN7 FURNISHED AND/OR INSTALLED BY: SITE NAME: AR01014
CODE COMPLIANCE DESCRIPTION FURNISHED 1R$IAL= SITE ADDRESS
ANTENNAS T -MOBILE CONTRACTOR RIVIERA APARTMENTS 3700 CANTRELL ROAD
ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE FLEXI STACK EQUIPMENT T -MOBILE T -MOBILE LITTLE ROCK, ARKANSAS
CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING COAX HANGERS CONTRACTOR CONTRACTOR 72202
AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONNECTORS T -MOBILE CONTRACTOR
CONFORMING TO THESE CODES. SITE NUMBER: SHEET TITLE
LDF4 ANTENNA JUMPERS T -MOBILE CONTRACTOR 71 � ,- E,
1. INTERNATIONAL BUILDING CODE HYBRID CABLE'S T -MOBILE CONTRACTOR k L, " SHEEP
SHEET
2. NTERNATIONAL MECHANICAL CODE AR01014
3. ANSI/TIA-222 STRUCTURAL STANDARD UPPER & LOWER OVP'S T -MOBILE CONTRACTOR
4. NFPA 780 -LIGHTNING PROTECTION CODE CONTRACTOR
5. UNIFORM PLUMBING CODE RRU'S T -MOBILE m SHEET NUMBER
6. NATIONAL ELECTRICAL CODE NO t1j QAA) W k/ V T-1
4 \
PROPOSED QUAD
PORT ANTENNA
(TYP 1 PER SECTOR)
PROPOSED ALPHA SECTOR
NOKIA RRU FXFB W/ ALPHA
SECTOR OVP MOUNTED
TO EXISTING ANTENNA
MOUNTING PIPE AS REQUIRED -
PROPOSED ALPHA SECTOR
NOKIA RRU FRIG MOUNTED TO
EXISTING ANTENNA MOUNTING
PIPE AS REQUIRED
PROPOSED GAMMA SECTOR
NOKIA RRU FXFB & FRIG W/
GAMMA SECTOR OVP MOUNTED
TO PROPOSED ANTENNA
MOUNTING PIPE AS REQUIRED
PROPOSED GAMMA SECTOR
NOKIA RRU FRIE MOUNTED
TO EXISTING ANTENNA
MOUNTING PIPE AS REQUIRED
EXISTING NODE B
EQUIPMENT TO
BE REMOVED —
PROPOSED (3) BASE OVP'S MOUNTED
ON PROPOSED UNISTRUT RACK —
A1, 0' A3, 0' A2, 0'
LTE GSM UMTS
�C C7
EXISTING (2) DUAL
PORT ANTENNAS PER
SECTOR TO BE
REPLACED WITH (2)
QUAD PORT ANTENNAS
PROPOSED ANTENNA MOUNTING
PIPE TO MATCH EXISTING
ANTENNA SECTOR MOUNT AS
REQUIRED (TYP 1 PER SECTOR)
PENTHOUSE
ROOFTOP
OVERALL ROOF PLAN
EXISTING
T—MOBILE
EQUIPMENT
EXISTING T—MOBILE
EQUIPMENT PLATFORM
--PROPOSED FLEXI MODULES MOUNTED TO
PROPOSED UNISTRUT RACK WITH 4" X 8"
WEATHERPROOF JUNCTION BOX BELOW
EXISTING MOUNTED TO PLATFORM AS REQUIRED
ICE BRIDGE
PROPOSED BETA SECTOR
NOKIA RRU FXFB & FRIG W/
BETA SECTOR OVP MOUNTED
TO PROPOSED ANTENNA
MOUNTING PIPE AS REQUIRED
ry0p.
m^• V
ryo
PROPOSED BETA SECTOR
NOKIA RRU FRIE MOUNTED
TO EXISTING ANTENNA
MOUNTING PIPE AS REQUIRED
J -
PROPOSED ANTENNA SECTOR
HYBRID CABLES TO BE ROUTED
FROM T -MOBILE EQUIPMENT
PLATFORM TO ANTENNA
SECTORS FOLLOWING
EXISTING COAX .
NOTE:
1. ALL ANTENNA SECTOR
TMA'S TO BE REMOVED
FROM EXISTING T—MOBILE
ANTENNA POSITIONS AT
SECTORS ALPHA, BETA
& GAMMA
2. CONTRACTOR SHALL ENSURE
THAT JUMPER LENGTHS BETWEEN
ANTENNA SECTOR RRU'S &
ANTENNA SECTOR OVP'S
DOES NOT EXCEED 15'.
ROOFTOP
1
,L A 01, ' b 0le,
If Irk. no
IF/
®�1 AR A3AS d
X REGISTERED
PROFESSIONAL X
L ENGINEER �S
ft
c No. 13458
�y'QFL L. O 1f�
44'S
SC
9225 Indian Creek Pkwy, Suite 400
Overland Park, Kansas 66210
Phone: 913-438-T700 Fax: 913-438-7777
DESIGNER: D.C. PELLAND
LEAD EE: T.M. SUPER
LEAD CE/SE: M.L. OWENS
SUBMfTTALS
N0. DATE DESCRIPTION BY
A DMO 2 WE FOR REVIEW DCP
HOIiCE'. THIS DRAM111G WS HOT BEEN PUDUS= AND
IS THE SOLE PROPERTY OF SSC. INC. AND IS LENT TO
TRE BORROWER FOR THEIR CONFlDDaIAL USE ONLY.
A.KO IN CONSIDERATW OF THE LAtH OF RCS DRAWM.
THE BORROWER PROMISES AND AVEESS TO RETURN R
UPON REWEST ANO AGREES TLIAT TT YWLL NOT EIE
RFARODUCTA, CCPIED, LENT OR OSFIO ISE DISPOSED
OF DIRECTLY OR INOIRWMY, NOR USED FOR ANY
PURPOSE OTHER TRAN MR WHICH TT 15 FURNiSWD.
STATE OF eRLSed56i
CETinFlfATE OF AUMORRATIGN #774
RESPONSRILE ENGINEERS:
MLA MICHAEL L OWENS 13158 SIRUCTURAL/CML
TMS TERRANCE M. SUPER 8717 ELECTRMAL
SITE NAME
RIVIERA APARTMENTS
SITE NUMBER
AR01014
SITE ADDRESS
3700 CANTRELL ROAD
LITTLE ROCK, ARKANSAS
72202
SHEET TITLE
OVERALL
ROOF PLAN
SHEET NUMBER
A-1
•
NOTE;
SECURE CONDUITS TO UNDERSIDE OF
EXISTING EQUIPMENT PLATFORM AS REQUIRED.
PROPOSED 2" UL LISTED LIQUIDTIGHT
FLEXIBLE METAL CONDUIT FOR
TELCO W/ PULL STRING TO EXISTING
NODE B EQUIPMENT LOCATION (SECURE —
TO UNDERSIDE OF EXISTING EQUIPMENT
PLATFORM AS REQUIRED)
PROPOSED 2" UL LISTED LIQUIDTIGHT -.. -.. _........-----------------
FLEXIBLE
--- FLEXIBLE METAL CONDUIT WITH 2#6
FOR —48V DC POWER TO EXISTING
NODE B EQUIPMENT LOCATION (SECURE
TO UNDERSIDE OF EXISTING EQUIPMENT
PLATFORM AS REQUIRED)
EXISTING NODE B
1'
I
EQUIPMENT TO
�
BE REMOVED
EXISTING EXISTING
PURCELL ULTRASITE
1
CABINET CABINET _• _ -
PROPOSED FLEXI MODULES MOUNTED ON
D.
PROPOSED UNISTRUT RACK WITH 4" X 8"
WEATHERPROOF JUNCTION BOX BELOW
(SEE DETAIL 4, SHEET A-4)
INSTALL T—MOBILE SUPPLIED
DC CIRCUIT BREAKER FOR
RESERVED FLEXI STACK
PROPOSED 2" UL LISTED LIQUIDTIGHT
FLEXIBLE METAL CONDUIT FOR TELCO
W/ PULL STRING FOR RESERVED FLEXI
STACK (SECURE TO UNDERSIDE OF EXISTING
EQUIPMENT PIATFORM'AS REQUIRED)
PROPOSED (3) BASE OVP'S MOUNTEDPROPOSED
2" UL LISTED LIQUIDTIGHT
ON PROPOSED UNISTRUT RACK
FLEXIBLE METAL CONDUIT.W" 216 FOR
-48V DC POWER FOR RESERVED FLEXI
STACK (SECURE TO UNDERSIDE OF EXISTING
EQUIPMENT PLATFORM AS REQUIRED)
EXISTING
AAV CIENA EXISTING
EQUIPMENT PPC CABINET
X\
PROPOSED FLEXI MODULE MOUNTED
ON PROPOSED UNISTRUT RACK
(SEE DETAIL 4, SHEET A-4)
ENLARGED PLATFORM PLAN
EXISTING T—MOBILE
EQUIPMENT PLATFORM
0' G"
! I
1'
I
2'
I
3' 4'
1
Tii eI:.,
I IJSA, /NC_
A
�WA a
REGISTERED
PROFESSIONAL
ENGINEER 4
No.13458c�� t
L
l :,i
`S Sc
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 krE I DESCRIPTION EIY
A 05hOA2 =0 FOR RENEW DLP
NOTICE THG DRAYIWG HAS NOT HM PUWS= AND
IS THE SOLE PROPMN OF SSC, Nt ANO IS LEW TO
THE BORROWER FDR 'fNEiR CONFIOUITK USE ONLY.
AND-CONSEDER1Ti0N OF THE LOAN OF Im DRAWING,
7HE BORROWER PROHISES AND AGREES TO REAIRN rr
UPON REOUEST AID AGREES THAT ri WILL NOT BE
REPRODUCED, COPIED. LENT OR 0THERW= DISPOSED
OF D1REC[LY 00 WpRWIly, NOR USHD FOR ANT
PURPOSE OTHER THW FOR WHICH R IS FURNISHED.
SrATE OF ARKANSAS _
CERTIFICATE OF AUTHORRARON #774
RESPONSIBLE ENGINEERS:
MLO MICHAEL L OWENS 13455 STRUCTURAL/CML
TMS 7ERRANCE M. SUPER 9717 ELECTRICAL
SITE NAME
RIVIERA APARTMENTS
SITE NUMBER
AR01014
SITE ADDRESS
3700 CANTRELL ROAD
LITTLE ROCK, ARKANSAS
72202
SHEET TITLE
ENLARGED
PLATFORM PLAN
SHEET NUMBER
A-2
C-2 UMTS
ANTENNA
NUMBER
ANTENNA NOTES:
1. ANTENNA CONTRACTOR SHALL INSURE THAT ALL ANTENNA
ANTENNA KEY
MOUNTING PIPES ARE PLUMB.
A-1 LTE
2. COAXIAL FEEDER & FIBER LENGTHS INDICATED
OVP
ARE APPROXIMATE.
-
3. ANTENNA COAXIAL FEEDERS & ANTENNA JUMPERS
VENDOR
SHALL BE COLOR CODED PER T -MOBILE REQUIREMENTS.
A-3 GSM
4. MULTI PORT ANTENNAS: TERMINATE UNUSED ANTENNA PORTS
RAYCAP
WITH CONNECTOR CAP & WEATHERPROOF THOROUGHLY.
DC4-48-60-8-20F-00
JUMPERS FROM TMA'S MUST TERMINATE TO OPPOSITE
RAYCAP
POLARIZATIONS IN EACH SECTOR.
DC4-48-60-8-20F-00
5. CONTRACTOR MUST FOLLOW ALL MANUFACTURER'S
A-2 UMTS
RECOMMENDATIONS REGARDING THE INSTALLATION OF
DC4-48-60-8-20F-00
COAXIAL CABLES. CONNECTORS, AND ANTENNAS.
-
6. MINIMUM BEND RADIUS:
LENGTH
_
B-1 LTE
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"
B-3 GSM
7. CONTRACTOR SHALL RECORD THE SERIAL #. SECTOR, AND
_ RED 1
POSITION OF EACH ACTUATOR INSTALLED AT THE ANTENNAS
AND FURNISH THE INFORMATION TO T -MOBILE.
8. WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF
AMALGAMATING TAPE.
B-2 UMTS
9. ANTENNA CONTRACTOR SHALL PERFORM A 'TAPE DROP"
100'
MEASUREMENT TO CONFIRM/VAUDATE ANTENNA CENTER
RED 2
LINE (ACL) HEIGHT. CONTRACTOR SHALL SUBMIT A
ANDREW
COMPLETED HEIGHT VERIFICATION FORM TO THE
C-1 LTE
CONSTRUCTION MANAGER.
120'-0"
10. ALL FIBER RUNS TO BE CONTAINED IN THREE
COMMSCOPE HYBRID DC-FlBER CABLES (ONE
PER SECTOR) FROM LOWER OVP'S TO UPPER
RED 3
OVP'S MODEL #RFF-I2MM-606-218-SPE
C-3 GSM
(COLOR CODE COAX JUMPERS ONLY)
C-2 UMTS
UNUSED COAX
ANTENNA KEY
TO REMAIN
OVP
KEY
ANTENNA SECTOR
VENDOR
EQUIPMENT
MODEL NO.
ALPHA
RAYCAP
OVD
DC4-48-60-8-20F-00
BETA
RAYCAP
OVP
DC4-48-60-8-20F-00
GAMMA
RAYCAP
OVID
DC4-48-60-8-20F-00
ANTENNA KEY
HEIGHT TO THE
COAXIAL FEEDER
HYBRID CABLE FEEDER
COLOR CODE
(SEE NOTE 3)
BEAM
WIDTH
ANTENNA
VENDOR
MODEL
N0.
ELECTRICAL MECHANICAL
AZIMUTH DOWNTILT DOWNTILT
FROMEGROUNR OF DMLNEVEl NA
TYPE
SIZE LENGTH
SIZE
LENGTH
_
FIBER
l♦I
_ RED 1
- _
(SEE NOTE 10)
100'
1
RED 2
65'
ANDREW
TMBXX-6517-A2M
0' TBD
0'
120'-0"
LTE-
FIBERR
/NC .
RED 3
- -
(SEE NOTE 10)
100'
RED 4
RED 5
FIBER
(SEE NOTE 10)
90'
/
RED 6
65'
ANDREW
TMBXX-6517-A2M
0' TBD
0'
120'-0"
GSMFIBER
s
RED 7
_
(SEE NOTE 10)
90'
RED 8
�I, AR ANAS
RED 9 9
-
- -
FIBER
(SEE NOTE 10)
80'
RED
65'
ANDREW
TMBXX-6517-A2M
0' TBD
0'
120'-0"
UMTS
FIBER
REGISTERED N
RED 11
_ _
(SEE NOTE 10)
B0'
PROFESSIONAL
RED 12
- -
— - - -
-
ENGINEER
YELLOW 1
_ _
FIBER
(SEE NOTE 10)
70.
* * * FI/? ®�
YELLOW 3 YELLOW 2
65'
ANDREW
TMBXX-6517-A2M
120' TBD
0'
120'-0"
LTE
-
FIBER
70'
`++_Cy No 13458 �t
_
(SEE NOTE 10)
��� �L L• d
YELLOW 4
-
- -
4
YELLOW 5
_ _
FIBER
(SEE NOTE 10)
BD'
YELLOW 6
65'
ANDREW
TMBXX-6517-A2M
120' TBD
0'
120'-0"
GSM
FIBER
YELLOW 7
- _
(SEE NOTE 10)
80'
,
YELLOW 8
-
—
FIBER
50'
_ f
(SEE NOTE 10)
YELLOW 0
65'
ANDREW
TMBXX-6517-A2M
120' TBD
0'
120'-0"
UMTS
FIBER
SSIC
YELLOW 11
f _
(SEE NOTE 10)
50'
YELLOW 12
- -
Creek Pkwy, Suite 400
BLUE 1BLUE
f -
FIBER9225Indian
(SEE NOTE 10)
50'
Kansas 66210-7777
2
65'
ANDREW
TMBXX-6517-A2M
240' TBD
0'
120'-0"
LTE
FIBER
Phone:913A38-7700Park,
BLUE 3-
-
(SEE NOTE 10)
50'
BLUE 4
DESIGNER: D.C. PELLAND
LEAD EE: T.M. SUPER
BLUE 5
- -
FIBER
(SEE NOTE 10)
80'
LEAD CE/SE: M.L. OWENS
—
BLUE 6
65' ANDREW TMBXX-6517-A2M 240' TBD 0' 120'-0" GSM
BLUE 7
_FIBER
(SEE NOTE 10)
80'
SUBMITTALS
BLUE 8
—
FlBERN0.
DATE DESCRIPTION BY
BLUE 9
- -
(SEE NOTE 10)
110'
A OSADAZ ISSUED FOR REM DCF
BLUE 10
65'
ANDREW
TMBXX-6517-A2M
240' TBD
0'
120'-0"
UMTS
FIBERBER
BLUE 11
_ -
(SEE NOTE 10)
110'
BLUE 12
_
(12) 7/8" _
-
-
_
NOTICE: THIS DRAWING FV5 NOT BEEN PUE0.PSMED AND
s THE ��' ssc. INC- FH° � LE m
ALPHA SECTOR RRU & TMA KEY
BETA SECTOR RRU &. TMA
KEY
GAMMA SECTOR RRU &TMA
KEY
ORMSOLN
THE HCRRSSOM FOR THF]R E UNA E7OF USE ONLY.
a
ANO Dt 114E THS DRAWING,
AND AGREES TO RETURN R
THE BORROWER 0,0E S
PAND
QTY.
VENDOR
EQUIPMENT
MODEL N0.
QTY. VENDOR
EQUIPMENT MODEL N0.
QTY.
VENDOR EQUIPMENT
MODEL N0.
QTY.
A5
uPON RWUEsT AND AGREES THAT rr SEILL NOT HE
UPON
REPRODUCED. COPIEA, LE7tT pR OTHFXW'ISE DISPOSED
OF DIRECTLY OR INOIRECRY. NOR U= FDR ANY
PURPOSE OTHER THAN FOR Wntk R IS FURHISHEO.
i
NOKIA
RRU
FRIG RRU
1 NOKIA
RRU
FRIG RRU
1
NOKIA RRU
FRIG RRU
}
STATE OF ARKANSAS
CERTIFICATE OF AU IiORRAnON #774
1
NOKIA
RRU
FXFB RRU
1 NOKIA
RRU
FXFB RRU
1
NOKIA RRU
FXFB RRU
1
RESPONSIBLE ENGINEERS:
MLO MICHAEL L OWENS 13458 STRUCTURAL,/CML
TMS TERRANCE M. SUPER 9717 ELECTRICAL
1
NOKIA
RRU
FRIE RRU
1 NOKIA
RRU
FRIE RRU
1
NOKIA RRU
FRIE RRU
1
SITE NAME
-
RIVIERA APARTMENTS
SITE NUMBER
AR01014
SITE ADDRESS
3700 CANTRELL ROAD
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)
CLA
REG
OVP
WALL MOUNT BRACKET
RRU & OVP MOUNTING DETAIL AT EQUIPMENT PLATFORM
LV
(TYP)
PROI
RRU
SLEEPER DETAIL
PROPOSED
MAT
1/20 GALV
U -BOLT (TYP)
GALV. UNISTRUT W/
SPRING NUTS AND
PLASTIC END CAPS (TYP)
RRU & OVP MOUNTING DETAIL AT ANTENNA'S (TYP)
1
2
T I e,
L! , /NC.
1,61 1
AR OAS
RECISTERSD
PRDEESSIONAL x
ENGINEER
=„ � No. 13458,, , 0
— SL L . ►A
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
S5E3mrrTALS
N0. DATE I DESCRIPn0N BY
A DsnoRx ISSIIm FDR RE41ET1 DW
ROM -IM K WiiM. HAS BEEN PUeLSHEL AND
IS THE SOLE PROPERTY OF SSC, INC. AND IS LENT TO
THE 90RROWM FOR THEIR CONFIOEMAL USE ONLY.
AHD IN 001L9N]ERATpH OF THE LOAN OF TEAS DRAWN%
THE BORROWER PROµ= AND AGREES TO REP;RH TT
UPON MUEST AND AGRUS THAT R WILL NOT BE
REPRODUCED, SOM. LENT OR OV-VMSE OFSPOSEO
OF DWSMY OR INDULECTLY. NOR USED FOR ANY
PURPOSE OTHETF TFiUL FOR WHICH R IS FLi .
STATE OF ARKANSAS
CERTIFICATE OF AUTHORrZxnON 1774
RESPONSIBLE ENGINEERS:
MLO MICHAEL L OWENS 13458 SERUCTURALfCML
TMS TERRANCE M. SUPER 9717 ELECTRICAL
SITE NAME
RIVIERA APARTMENTS
SITE NUMBER
AR01014
SITE ADDRESS
3700 CANTRELL ROAD
LITTLE ROCK, ARKANSAS
72202
SHEET TITLE
DETAILS
SHEET NUMBER
A-4
QUAD POLE
LTE ANTENNA
1 2 3 4
14'-0" X 1/2"
DM—DMR JUMPER (TYP)_1A
I I I i
1/2" GROUND KIT
W/2 HOLE LUG (TYP)
1 1 1
1 I
(1) NOKIA RRU
FRIG PER SECTOR
(TYP OF 3) •
MOUNTED TO
NOKIA PNTH "
LI
#6 STRANDED
TYPICAL SECTOR
BACK OF ANTENNAS
QUAD POLE
GSM ANTENNA
5 617 81.
ACTUATOR (TYP)
i L�I
DUPLEX LC CONNECTOR i
FOR OPTICAL SYSTEM
INTERFACE (TYP)
. (1) NOKIA RRU
FXFB PER SECTOR
(TYP OF 3)
MOUNTED TO
NOKIA PIJNTH J
INSULATED COPPER 12'-0" DC POWER/F1BER
GROUND LEAD (TYP) JUMPER (1 PER RRU)
SECTOR OVP
#6 STRANDED INSULATED
COPPER GROUND LEAD —
HYBRID CABLE -
QUAD POLE
UMTS ANTENNA
14'-0" X 1/2"
DM—DMR
JUMPER (TYP)—
9 10 11 12
I � � � RET JUMPER (T(P)
I i 1 1 1
1 1
I I E
..
I
7/16" DIN ANTENNA
FEEDER CONNECTOR
(TYP)
PLINTH (TYP)
RRU SYSTEM ANTENNA CONNECTION DIAGRAM
NOKIA RRU
(TMP)
1 D i` 1F:
AM AHf
O
our
�
ai
Dur
s
Puffin
g x
x
12'-0" FIBER
12'-0" DC
JUMPER
POWER CABLE
(1 PER RRU)
(1 PER RRU)
(1) NOKIA RRU
FRiE PER SECTOR
(TYP OF 3)
MOUNTED TO
NOKIA PLINTH
AR AN AS
i
0
Ar
REGISTERED
O
REGISTERED
PROFESSIONAL
%,NIL ENGINEER `%
.C,/— No. 13458 tt
L.
.._ VCL
L
SSC
9225 Indian Creek Pkwy, Suite 400
Overland Park, Kansas 66210
Phone: 913-436-7700 Fax: 913-438-7777
DESIGNER: D.C. PELLAND
LEAD EE: T.M. SUPER
LEAD CE/SE: M.L. OWENS
SUBMITTALS
N0. I DATE I DESCRIPTION 9Y
A 8.5/10 2 MIED FDR REVIEW DCF
N011m THIS DRAW; H45 NOi BLut pU8L-- AND
I$ THE 541£ PROPETiTY OF b�,,C, INC. ANO IS LENT TO
THE: BORROWf7t Fq THOR CONFIOEWI34- USE ONLY.
AND IN CONSIDE kqW OF THE WAH OF THIS DRAWDIG,
7}fE BORRO'NER FRONISES AND Apff}5 TO RMAN 1T
UPON REQUEST ANO AF'REES 7FLAT 1r WILL NOT BE
REPRODUCED. COPIED. LENT 4R OITHRWISE DISPOSED
OF DIRECTLY OSt INDIRECTLY, NOR USED FOR ANY
FURPQ OTHER THAN FGR WHICH R 1S RMAISHED.
STATE OF ARKANSAS
CERTIFICATE OF AVrHORRATION #774
RESPONSIBLE ENGINEERS:
MLO MICHAEL L OWENS 13158 STRUCTURAL/CML
TMS TERRANCE M. SUPER 9717 ELEMICAL
SFE NAME
RIVIERA APARTMENTS
SFTE NUMBER
AR01014
SITE ADDRESS
3700 CANTRELL ROAD
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 JUMPERI I ** RET JUMPER I ��--- ** RET JUMPER
RET JUMPER 1 i s* RET JUMPER
**DA DM JUMPER DM—DMR ** DM—DMR
1
— I 1� ANTENNA JUMPER .._. � � ANTENNA JUMPER
r -.J , I l j
****
SOLAR SLEEVE i r- SOLAR SLEEVE I j J L ,
� I ,
**
1/2' ** 1/2- ** 1/2- LJ LJ L I L I
DIN—MALE R n n DIN—MALE R Ih DIN—MALE R n n n 11
4
** NOKIA FRIG RRU
(TYP 1 PER SECTOR)
** FIBER &
POWER
JUMPER
CONNECTOR
f
** FIBER &
POWER JUMPER--/
TO SECTOR OVP (SEE
DETAIL 1, SHEET A-8)
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
** NOKIA FXFB RRU
(TYP 1 PER SECTOR)
** FIBER &
POWER
JUMPER
CONNECTOR
I
** FIBER &
POWER JUMPER
TO SECTOR OVP (SEE
DETAIL 1, SHEET A—B)
ANTENNA ONE—LINE DIAGRAM (QUAD PORT ANTENNAS)
1 2 3 4 5 6
** NOKIA FRIE RRU
(TYP 1 PER SECTOR)
** FIBER &
POWER
JUMPER
CONNECTOR
I
** FIBER &
POWER JUMPER J 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
1
IL.lSA, INC_
ARAid' AS�
REGISTERED
PROFESSIONAL
ENGINEER 0
NO. 13458` tt
4 IL
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
NO. DATE DESCRIPTION TBY
A 1 OSPO/121 ISSUED FOR REMM DCP
NOTICE, Trio ORAMINO RAS NOT BEEN PUBLISH® AND
IS THE SOLE PROPEM OF SSC. INC. AND IS LENT TO
THE BORROWER FOR THEIR CONHDDYILAL USE ONLY.
AND IN CONSPDERATFON OF THE LOAN OF THIS MM9NG.
THE BORRORIFR PROMFSE9 AND AGREES TO RETURN R
UPON REOUEST AND AGREES THAT R WILL NOT BE
FVRODU=, COPED, LENT OR OTHERRISE OWPOSM
OF OWECILY OR 1NOIRECTLY, NOR USED FOR ANY
PURPOSE OTHER THAN FOR WHICH R ES FURNiSHM-
STATE OF ARKANSAS
CEHnFlCATE OF AUrHORRATON #774
RESPONSIBLE ENGINEERS:
MLO MICHAEL L OWENS 1345B STRUCTURAL/CML
TMS TERRANCE M. SUPER 9717 ELECTRICAL
SITE NAME
RIVIERA APARTMENTS
SITE NUMBER
AR01014
SITE ADDRESS
3700 CANTRELL ROAD
LITTLE ROCK, ARKANSAS
72202
SHEET TITLE
ANTENNA ONE -LINE
DIAGRAM
SHEET NUMBER
A-6
L INETYPE LEGEND
COAX
— - HYBRID CABLE
-- — FIBER & POWER JUMPER
------ ANTENNA JUMPER
ALPHA BETA GAMMA-- DM -DMR ANTENNA JUMPER
TT TT TT TT TT TT TT TT TT TT TT TT TT TT TT ANTENNA SECTOR
II II II II II II II Il II II II II II II ll ��
I I I I I I I I I I I I I I 11 I I I I I I I I I I I I f l
II II II II II II II II II fi II II II II II TT
I I I I I I I I I I I I I I I I i t l l I I I I I i I I I I I I
I I I I I I I I I I SOLAR SLEEVE (TYP) I I I I I I I I I I I I I I I I I I I I I I
1 2 3 4 1 2 3 4 5 6 1 2 3 d 1 2 3 4 5 6 "23 1 2 3 4 5 6 1? 3 4 5 6
** NOKIA FRIG RRU ** NOKIA FXFB RRU *' NOKIA FRIG RRU ** NOKIA FXFB RRU ** NOKIA FRIG RRU '* NOKIA FXFB RRU ** NOKIA FRIE RRU
(ALPHA SECTOR) (ALPHA SECTOR) (BETA SECTOR) (BETA SECTOR) (GAMMA SECTOR) (GAMMA SECTOR) (EYP 1 PER SECTOR)
'* FIBER & '* FIBER & ** FIBER & ** FIBER & " FIBER & ** FIBER &
POWER POWER POWER POWER POWER POWER
JUMPER JUMPER JUMPER JUMPER JUMPER JUMPER �� FIBER &POWER
CONNECTOR CONNECTOR CONNECTOR CONNECTOR CONNECTOR IVCONNECTOR FIBER _ JUMPER CONNECTOR
** FIBER & _= FIBER & ; POWER & C
POWER POWER _
JUMPER � JUMPER JUMPER
FIBER &r= FIBER & I `r* FIBER &
POWER I POWER POWER 4r
JUMPER JUMPER JUMPER I JUMPERBER & POWER
** SECTOR OVP ALPHA j *' SECTOR OVP BETA '* SECTOR OVP GAMMA I I
=r OWER & + s= POWERR & I ** FIBER & ;
JUMPER I JUMPER/V
JUMPER
CONNECTOR CONNECTOR CONNECTOR POWER TO ANTENNA SECTOR OVP
I♦ I I
r* HYBRID CABLE CONNECTOR '* HYBRID CABLE CONNECTOR I ** HYBRID CABLE CONNECTOR ,
I I I
I
I I
++ HYBRID SECTOR I �.� HYBRID I** HYBRID
Irf CABLE Ir— CABLE Ir— CABLE
L- BASE L - L
s= BASE OVP ALPHA I *' BASE OVP BETA j ** BASE OVP GAMMA
NOTES:_* FIBER & I ** FIBER & I ** FIBER & I
POWER POWER
1. SUPERFLIX JUMPERS CAN BE POWER HYBRID ** HYBRID JUMPER '" HYBRID
JUMPER JUMPER CABLE
SUBSTITUTED ONLY WITH THE CONNECTOR CABLE CONNECTOR CONNECTOR CONNECTOR CONNECTOR
PERMISSION OF THE T -MOBILE CONNECTOR
CONSTRUCTION MANAGER.
2. CONTRACTOR SHALL ** FIBER & ** FIBER & " FIBER &
WEATHERPROOF CONNECTIONS POWER POWER POWER
AT THE ANTENNAS JUMPER JUMPER JUMPER
WITH SELF AMALGAMATING TAPE
* FURNISHED AND INSTALLED BY ANTENNA CONTRACTOR
** FURNISHED BY T -MOBILE AND INSTALLED BY ANTENNA CONTRACTOR
RRU CONNECTION DIAGRAM
1
USA, /NC.
I/
l�f
A A N -
REGISTERED �
PROFESSIONAL ti
ENGINEER tN
C'
No. 13458 1
L.
f
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
NO. DATE DESCRIPTION BY
A 05/10/12 M2 _101 RENEW DCP
NOTICE TRIS pRA1NNG NAS NOT BEER PUBLISTRED ANO
is TIRE SOLE PROPMY OF SSC, INC. AND IS LENT TO
THE BORRONM FOR TKEIR RbNETOi74RA1 USC OHLY.
AND IN CONSIDERATION OF THE LOAN 0: TIRRS aRAWIN6.
THE saRROWEA PROMISES AND AGREES TO REnIM IT
MR FEOLI AND AGREE$ THAT TT WILL NOT Bl:
RFpROWCED, COPED. LENT OR OTNETdM DISPOSED
OT DIREC{LY OR WDIRECT.Y. NOR USED FOR ANY
MRPOSE OTNER THAN FOR OOW IT IS FURNrSHEO
STATE OF ARKANSAS
CE;rnFCATE OF AUrHOROZA710N /774
RESPONSIBLE ENGINEERS:
MLO MIC{AE7. L OWENS 13458 STRUCTURAL/CML
TMS TERRANCE M. SUPER 9717 ELECTRIQAL
SITE NAME
RIVIERA APARTMENTS
SITE NUMBER
AR01014
SITE ADDRESS
3700 CANTRELL ROAD
LITTLE ROCK, ARKANSAS
72202
SHEET TITLE
RRU CONNECTION
DIAGRAM
SHEET NUMBER
A-7
E2—FIBER INDOOR/OUTDOOR DISTRIBUTION CABLE (QTY = 1)
DIELECTRIC CENTRAL MEMBER
5 AWG THHN/THWN COPPER CONDUCTOR (QTY = 6)
RIPCORD (2)
! 1 i 4—CORRUGATED LAMINATED STEEL TAPE
B AWG COPPER PAIR
IDPE OUTER JACKET
OPTICAL FIBER DETAILS
FIBER TYPE 50 125uM MULTI MODE
FIBER STANDARDS COMPLIANCE TfU—T'G.651: IS24M OM2
BANDWIDTH, OFL, MIN. ® 850 NM 700 MHz—km
BANDWIDTH, OFL, MIN. ® 1300 NM 500 MHz—km
FIBER COAGTING DIAMETER 0.9mm TIGHT BUFFER
NO. OF FIBER SUBUNITS 1 1
FIBER COUNT (EACH SUBUNIT) 12
MAX. ATTENUATION, 850 NM 3.0 dB km
MAX. ATTENUATION, 1300 NM 1.0 dB km
COPPER CONDUCTOR DETAILS
NUMBER. SIZE 6 X 6 AWG
DC RESISTANCE 0.395 1.30 ohm kft ohm km
CABLE DETAILS
OUTER DIAMETER 1.12 (27.51 inch mm
WEIGHT 0.90 0.43 Ib ft (kg/m)
MINIMUM BEND RADIUS—LOADED 22.5 549 inch (mm)
MINIMUM BEND RADIUS—UNLOADED 11.2 275 inch mm
MAX. TENSILE LOAD—SHORT TERM 600 3560 Ib N
MAX. TENSILE LOAD—LONG TERM 240(1070).Ib N)
OPERATING TEMP. RANGE —40 TO +80 'C
INSTALLATION TEMP. RANGE —30 TO +70 'C
STORAGE TEMP. RANGE —40 TO +80 'C
CRUSH RESISTANCE 22 N mm
IMPACT RESISTANCE, FOTP-41 20 IMPACTS OF 2.94 Nm
FLEXING, FTOP-104 EXCEEDS 25 CYCLES
REMOTE RADIO HYBRID CABLE (MODEL #RFF-12MM-606-218-SPE)
2' LONG x 1/2'0
COPPER AIR TERMINAL
OW PER ANTENNA) —
ANTENNA
MOUNTING
AIR TERMINAL MOUNTING
BRKT (HARGER PART
CPRB 2.5/3AT12) ----1
FURNISHED & INSTALLED BY ANTENNA CONTRACTOR
3 1 AIR TERMINAL MOUNTING
LEGEND
XXXXXXX—x—Y—X—X
LP—PCS
I
_j
c
a1
UMTS
L—LTE
U—AWS UMTS
3
3
v
4
G—GSM
0
0
0
0
0
0
ACTUATOR NUMBER
o
F3
ANTENNA NUMBER
SECTOR LETTER
CD
p
p
SITE NUMBER
BASE 5MON ID
(TO BE USED FOR 'BASE STATION ID' DATA FIELD
IN THE TMO UPGRADE APPLICATTON SOFTWARE)
Q
IL
J
Q
RET ACTUATOR NAMING CONVENTION
2
-I 'i- eo
u a, in►c_
l �
11Aft AN AS
1
e REGISTEFiED
4 PROFESSIONAL
a ENGINEER 1�
co
No. 3458,te,11 �i
i�
C.KjL-
ssc
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
NO. DATE 1DESCRIPTION BY
A ISSUED FOR RENEW DW
H01ICE: THIS ORAWINO HAS NOT BEEN PUELLSHED AND
IS THE SOLE PROPERTY OF M. IHC. AND tS LENT 70
THE BORROWER FOR THEEIR CONFIDR?IDA1 USE ONLY.
IND IN CONSIDERATION OF THE LOM OF 11u5 DRAWING,
THE DONOWFR PROMISES AND AGRIM TO RETURN a
UPON RMFEST AND AVI;M 7RA7 IT INLL NOT BE
RErRDMs=. COPED, LENT OR OTHERWISE DLSPO ED
OF OWEMY OR RTOIRECIIY. NOR USED FOR ANY
PURPOSE OTHER 7FM FOR WKW Ir i5 FURNISHM.
SPATE OF ARKANSAS
CEIMFICATE OF AUTHORRATION 0774
RESPONS= ENOREERS:
MLO MICHAEL L OWENS 13156 STRUCRIRAL/CML
TMS TFRRWCE M. SUPER 9717 ELECTRICAL
SITE NAME
RIVIERA APARTMENTS
SITE NUMBER
AR01014
SITE ADDRESS
3700 CANTRELL ROAD
LITTLE ROCK, ARKANSAS
72202
SHEET TITLE
ANTENNA & HYBRID
CABLE DETAILS
SHEET NUMBER
A-8
SECURE GROUNDING CONDUCTORS TO UNDERSIDE OF
EXISTING EQUIPMENT PLATFORM & HANDRAIL AS REQUIRED.
40 AR AN AS
NO
REGISTE
PROF i AL
E I E Az
BETA ALPHA GAMMA 0.9717 JQ L+t�'�I t
CE M
PROPOSED UMTS EXISTING ANTENNA
ANTENNA (1 (2 PER SECTOR) A
PER SECTOR) ,
EXISTING T -MOBILE
EOUIPMENT PLATFORM
9225 Indian Creek Pkwy, Suite 400
Overland Park, Kansas 66210
Phone: 913438-7700 Fax: 913438-7777
DESIGNER: D.C. PELLAND
- EXISTING
„_• _. ANTENNA LEAD EE: T.M. SUPER
- _ - - SUPPORT
_. .. PIPE (TYP) LEAD CE/SE: M.L OWENS
SUBMnAL.S
80N➢ 7O EXISTING -- EXISTING ANTENNA NO. DATE DESCRIPTION BY
GROUND BAR USING SECTOR GROUND A 05 012 ISSUED FOR RENCP
EW O
2 HOLE LUG - BAR (TYP)
EXISTING ANTENNA
EXISTING EXISTING SUPPORT
PURCELL ULTRASITE HEADFRAME (TYP) Rvy—m Trus DWMwNO HAS NUT BM PUBLISHED AND
CABINET CABINET IS THE SOLE MPM OF SSB IHC. AND IS LEW TO
THE BORROWER FOR THEIR CONFtpQirX L) TE ONLY.
EXISTING GROUND ID IN CONS�ERITIDN OF 71C Low OF THIS DRAIMHO•
WIRE TYP THE 90W IER P;MSES AND AGREES TO REIM IT
NOT BE
EXISTING . GROUND- BAR ( ) R P ODu m COPEDO. Larr Ora�mi,UMSE DISPOSED
LOCATED AT END OF LNRECILY OR INOIRECRY, NOR USED FOR ANY
-- OF CABLE TRAY - - - - - P.. OTNFF Trsw FOR YM1ECM n' G FURNISHED.
STATE OF ARKANSAS
BOND TO PROPOSED EXISTING fZ AWG STRANDED CERDRCATE OF AUTUOPolATION /774
GROUND LEAD WITH NODE 8 INSULATED COPPER RESPONSIBLE ENGINEERS:
CADWELD CONNECTION EQUIPMENT -TO GROUNDING -CONDUCTOR OWENS
(TYP) BE REMOVED ROUTE ON UNDERSIDE OF MLD
7ER�CE us PER e7� EaECm OML
PLATFORM AS REQUIRED
SITE NAME
PROPOSED (3)
BASE MOUNTED ON - - RNIEPA APARTMENTS
PROPOSED
UNISTRIJT RACKJtLL
PROPOSED FLEXI MODULES SITE NUMBER
MOUNTED TO PROPOSED AR01014
UNISTRUr RACK WITH
4" X 8" WEATHERPROOF
CAD JUNCTION BOX BELOW
i` SITE ADDRESS
3700 CANTRELL ROAD
LITTLE ROCK, ARKANSAS
72202
SHEET TITLE
GROUNDING
PLAN & DETAILS
O' 6" 1' 2' 3' 4'
SHEE
TNUMBER
GROUNDING PLAN 2 ANTENNA GROUNDING DETAIL 1 v - 1
GENERAL REQUIREMENTS SEMQN 01 10 00
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, IT 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.
].„UCENSINNG_REOUIRlRdQ0: THE CONTRACTOR IS RESPONSIBLE FOR PROCUREMENT AND
MAINTAINING ALL APPLICABLE LICENSES AND BONDS.
1j RQRAGE: ALL MATERIALS MUST 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
CAST-IN-PLACE-CQNC ETE SECTION R3 30.00
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.
1.2IC_L BMI TTALS
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 QUALIFIED 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. DELIVER,
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. FINE 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 212.IR 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.
3.7 INSERTS_ FMRFDQEQ COMPONEbM ANQ OPENINGS
A. CONTRACTOR SHALL CHECK ALL CML. 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 PARI 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 3D1 AND ACI 304 AND SHALL
BE CARRIED OUT AT SUCH A RATE THAT THE CONCRETE PREVIOUSLY PLACED IS STILL
PLASTIC A140 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 304. 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, ADDTIIDNAL 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
& 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 CUMULATNE 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
LI /NC_
P
A RA N A S
a
FtEGISTER50
PROFESSIONAL
ENGINEER
Co
LL .. IVa. 13458 �llt�
-. L L- Qt it
44L'S!SC
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
N0. DATE DESCRIPTION BY
0p2 ISSM TOR RenEW DCP
nonce THIS DRAwNG TRY NOT REIN PLiBus- AND
Ls THE SOLE PROPEFff OF s9C. INC. ANO Is Lear TO
THE BORROWER FOR THEIR CON11010110L USE ONLY.
AID IN CONSLOEFATON OF THE LOAN OF THIS DRAWING,
THC BGRAOWER PROMISES AND AGREES TS RETURN rr
UPON REQUEST ANa AGREES THAT n WILL NGT BE
REPRODUCED. COPED, LGIT OR OTHUMSE DISPOSED
OF OGIECTLY OR IHORHECILY, µ0R USED FOR ANt
PURPOSE p1}NFJi tEiAN FOR WHICH Tr IS FURNbHW.
STATE OF ARKANSAS
CERnFTCATE OF AUTHORIZATION #774
RESPONSIBLE ENGINEERS:
MLA MICHAEL L OWENS 13458 STRUCTURAL/CML
TMS TERRANCE M. SUPER 9717 ELECTRICAL
SITE NAME
RIVIERA APARTMENTS
SITE NUMBER
AR01014
SITE ADDRESS
3700 CANTRELL ROAD
LITTLE ROCK, ARKANSAS
72202
SHEET TITLE
SPECIFICATIONS (1 OF 3)
SHEET NUMBER
SP -1 71
SECTION 16000 ELECTRICAL PART 2 PRODUCTS
PART 1 GENERAL 2.1 GENERAL, - / c
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
A. THE CONTRACTOR SHALL INSPECT THE SITE WHERE THIS WORK IS TO BE COMMERCIAL PRACTICE. USA, INC_
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
OF WORK UNDER THIS SECTION. APPROVAL, AND SHALL CONFORM TO REQUIREMENTS OF THE: NATIONAL ELECTRICAL
CODE. d ` S� A E
C. DRAWINGS SHOW THE GENERAL ARRANGEMENT OF ALL SYSTEMS AND COMPONENTS
COVERED UNDER THIS SECTION. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS. D. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPT NG RATING EQUAL TO OR
DRAWINGS SHALL NOT BE SCALED TO DETERMINE DIMENSIONS. GREATER THAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, �� A R A Iw A
10,000 AIC MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT
1.2
ULATIONSAN EXCEED THE RATING OF ELECTRICAL EQUIPMENT. LAWS, RIN
A. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL 2.2 MATERIALS AND EQUIPMENT' REG .IST Ef]
CODE, AND ALL APPLICABLE LOCAL LAWS, REGULATIONS, ORDINANCES, STATUTES PROF AL
A.
AND CODES. CONDUIT:
RIGID GALVANIZED STEEL CONDUIT (RGS) SHALL BE HOT—DIP GALVANIZED INSIDE ���
1.3 REFERENCES 1. AND OUTSIDE INCLUDING ENDS AND THREADS AND ENAMELED OR LACQUERED No. 9717 44�
A. THE PUSUCATIONS LISTED BELOW FORM PART OF THIS SPECIFICATION. FACH INSIDE IN ADDITION TO GALVANIZING. nn
PUBLICATION SHALL BE THE LATEST REVISION AND ADDENDUM IN EFFECT ON THE s � �� +x'�
DATE THIS SPECIFICATION IS ISSUED FOR CONSTRUCTION UNLESS OTHERWISE 2. FLEXIBLE METAL CONDUIT SHALL BE GALVANIZED, ZINC—COATED STEEL, PVC
NOTED. EKCEPT 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 C
MANUFACTURER. J
3. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS) B. WIRE AND CABLE
9225 Indian Creek Pkwy, Suite 400
4. ICEA (INSULATED CABLE ENGINEERS ASSOCIATION) 1. WIRE AND CABLE SHALL BE FLAME—RETARDANT, MOISTURE AND HEAT RESISTANT
Overland Park, Kansas 66210
5. NEMA (NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION) THERMOPLASTIC, SINGLE CONDUCTOR, COPPER, TYPE THHN/THWN, 600 VOLT, Phone: 913-038-7700 Fax: 913-438-7777
SIZES AS INDICATED, #12 AWG MINIMUM.
6. NFPA (NATIONAL FIRE PROTECTION ASSOCIATION) 2. #10 AWG AND SMALLER CONDUCTORS SHALL BE SOLID AND #B AWG AND DESIGNER: D.C. PELLAND
7. OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) LARGER CONDUCTORS SHALL BE STRANDED.
LEAD EE: T.M. SUPER
3. SOL.OERI.ESS, PRESSURE—TYPE CONNECTORS CONSTRUCTED OF HIGH— STRENGTH,
B. UL (UNDERWRITERS LABORATORIES, INC.) NON—CORRODIBLE, TIN—PLATED COPPER DESIGNED TO FURNISH HIGH— PULLOUT LEAD CE/SE: M.L. OWENS
1.4 SCOPE OF WORK: STRENGTH AND HIGH CONDUCTIVITY JOINTS SHALL HE USED.
SUBMITTALS
WORK UNDER THIS SECTION SHALL CONSCOMPLETELY
OF FURNISHING ALL LABOR, MATERIAL 4. SUPPORT GRIPS SHALL BE SINGLE WEAVE, CLOSED MESH, HIGH—GRADE, NON— H0. DATE DESCRIPTION BY
A
AND ASSOCIATED SERVICES SECTIO REQUIRED NS COMPLETELY CONSTRUCT AND LEAVE MAGNETIC, TIN—COATED BRONZE CAPABLE OF SUPPORTING TEN TIMES THE CABLE A 05/10/12 =0 FW RENEW DCP
TO
READY FOR OPERATION SYSTEMS AS SHOWN ON THE DRAWINGS AND HEREIN DEAD WEIG €T. HUBBELL KE{LELfS DR APPROVED EQUW
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. OUiCK—BREAK, EXTERNALLY OPERABLE, HANDLE LOCKABLE AND INTERLOCKED
C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATING, DRAINING, FUR COVER IN CLOSED POSITION, RATING AS INDICATED, UL LABELED
TRENCHES, BACKFILLING, AND REMOVAL OF EXCESS DIRT. FURNISHED 1N NEMA 3R ENCLDSURE, SQUARE D CLASS 3110 OR APPROVED HDTICE_ T71Is oPAmrlc rus NOT eral Pu11LISNFA AND
EQUAL G E O$OLERRC P FOKRY S Scor ]VC. AND IS LENT TO
THE BORROIS'ER FOR THEIR CONFIOENrIAL 115E ONLY.
D. THE CONTRACTOR SHALL FURNISH TO THE OWNER, CERTIFICATES OF FINAL ANB IN CROWEERPROLI OF THE WAN OF THIS O RN IG,
INSPECTION AND APPROVAL FROM THE INSPECTION AUTHORITIES HAVING D. SYSTEM GROUNDING: TH IaGRr QUE PRcu s� AMD A%T IT WILL RNOT O IT
UPON R£QUl3Y AND AGREES THAT Tf WILL NQr BE
REPR
SPOSED
JURISDICTION. 1. GROUNDING CONDUCTOR SHALL BE BARE, STRANDED, COPPER, SIZE AS or DRAM ORJrt t Rn7r OR OTHUSM oR AKf
Cr C UCSD, OR 1N01RENTLr, NCR MTIS MR ANr
INDICATED, EXCEPT ABOVE GROUND GROUNDING CONDUCTORS SHALL BE PuxrasE o1HtR 11iA4 FOR vrwell rr Is ruRNlsNm.
INSULATED. STATE of ARKANSAS
CERTIFICATE OF AUTHORIZATION 0774
2. GROUND BUSSES SHALL BE BARE ANNEALED COPPER BARS OF RECTANGULAR RESPONSIBLE ENGINEERS
CROSS SECTION. MLO MICHAEL L OWENS 13458 STRUCTURAL/CML
TMS TERRANCE M. SUPER 9717 ELECTRICAL
3. CONNECTORS SHALL BE HIGH —CON DUCT1VlTY, HEAVY DUTY, LISTED AND LABELED
AS GROUNDING CONNECTORS FOR THE MATERIALS USED, USE TWO—HOLE
COMPRESSION LUGS WITH HEAT SHRINK FOR MECHANICAL CONNECTIONS.
4. DCOTHERMIC 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.
RIVIERA APARTMENT
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:
AR01014
1. THE CONTRACTOR SHALL_ PROVIDE OTHER MATERIALS. THOUGH NOT SPECIFICALLY
DESCRIBED, WHICH ARE REQUIRED FOR A COMPLETELY OPERATIONAL SYSTEM AND
PROPER INSTALLATION OF THE WORK. SITE ADDRESS
3700 CANTRELL ROAD
LITTLE ROCK, ARKANSAS
72202
SHEET TITLE
SPECIFICATIONS (2 OF 3)
SHEET NUMBER
SP -2
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.
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 SHAD. THOROUGHLY CLEAN ALL
EXPOSED EQUIPMENT, REMOVE ALL LABELS AND ANY DEBRIS, CRATING OR CARTONS
AND LEAVE THE INSTALLATION FINISHED AND READY FOR OPERATION.
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.
i�3F:Ei�:�IT4R
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 UQUIDTIGHT, PVC COATED FLEXIBLE METAL CONDUIT
FOR OUTDOOR APPLICATIONS.
5. INSTALL GALVANIZED FLEXIBLE SPIEL 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,FTTTTNGS 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 PUWNG 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 CONDUIT 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 TERMNALS, 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 MANUFACTURERS 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 485A TO ASSURE PERMANENT AND
EFFECTIVE GROUNDING.
5. ALL UNDERGROUND GROUNDING CONNECTIONS SHALL BE }RADE 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
ShW1 BE INSTALLED IN ALL FEEDER AND BRANCH .CIRCUITS
9. BOND ALL INSULATED GROUNDING BUSHINGS WITH A BARE #6 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 SEALING TAPE FROM CACHING 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 SE FREE OF PAINT OR ANY
OTHER MATERIAL COVERING BARE METAL AT THE POINT OF CONNECTION.
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 JOSSITE 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
T
USA, /NC.
TE O �' om
04at AR AS
PROF REGIs 10 AL
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~� N o. 9717
�`EM-
4d.',
44-S'SC
9225 Indian Creek Pkwy, Suite 400
Overland Park, Kansas 66210
Phone: 913-438-7700 Fax: 913-436-7777
DESIGNER: D.C. PELLAND
LEAD EE: T.M. SUPER
LEAD CE/SE: M.L. OWENS
SUBMITTALS
NO. DATE DESCRIPTION BY
A OSPO/11 ISSIIEG FGR F&Vn Bf?
NOTICE_ THIS DA"G HSS NOr BEEN PUBMMW ANO
IS THE SOLE PROPE!" OF SSC. INC AND IS IDn' TO
Tr E BORROM FOR THEIR CONF1DOTIAL uSE ONLY.
Arm W 0ONSOEPA114N OF THE LOON OF TM DR4WK
THE OWUNER PROMISES AND AGREES TO RETURN R
UPON RECUESr AND AGREES THAW rr WILL NOr TIE
REPRGOUCm, COPIE77, LEM GR OiNERWSE OlSPDSm
DF OIREOn.Y OR INWP£CIF.Y, NOR iASm FDR ANY
PURPOSE OTHER 7lEhll FOR W}IICH rc IS FURNISFIFA.
STATE OF ARKANSAS
COMPICATE OF AUTHOFUZA11ON F 74
RESPONSIBLE ENGINEF7L&;
MLO MICHAEL L OWENS 13458 SERUCiURALJCINL
TMS TEHRANCE M. SUPER 9717 EIECTRK]L1.
SITE NAME
RIVIERA APARTMENTS
SITE NUMBER
AR01014
SITE ADDRESS
3700 CANTRELL ROAD
LITTLE ROCK, ARKANSAS
72202
SHEET TITLE
SPECIFICATIONS (3 OF 3)
SHEET NUMBER
SP -3