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AP?P�s'E.O :?Mf;tIISTR TIV^I_Y
EVERGREEN B By Planning DryvE-1c pn,;ni Staff
Subject on 1hJ;;F permit.
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Date:
1 10 0 NORTH UNIVERSTY ANY DEVIATION FROM APPROVED
LITTLE ROCKARKASAS 72207SITE PLAN VOIDS THIS PERMIT.
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PROJECT SUMMARY
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VICINITY
MAP
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SITE DIRECTIONS:
FROM SHACKLEFORD ROAD TRAVEL xxxxyyyy.
Nt
PROJECT DIRECTORY
PROJECT MANAGER
LOWELL JONES
10802 EXECUTIVE CENTER DRIVE
SUITE 300
LITTLE ROCK, AR 72211
PHONE: (501) 219-4488
A/E CONSULTANT
MAAS AND SON COMPANY
P.O. BOX 1572
MOLINE, IL 61266-1572
PHONE: (309) 764-7800
SITE NAME:
EVERGREEN BUILDING
SITE ADDRESS:
1100 NORTH UNIVERSITY
LITTLE ROCK, AR 72207
EOUIPMENT OWNER:
x WIRELESS
10802 EXECUTIVE CENTER DR
SUITE 300
LITTLE ROCK, AR 72211
PHONE: (501) 219-4488
LAND OWNER
NA
ELECTRIC CO:
ENTERGY ELECTRIC
870-766-1648
TELEPHONE CO:
SOUTHWESTERN BELL
800-499-7928
SHT. DESCRIPTION
NO.
I T-1 TITLE SHEET
A-1 ROOF TOP PLAN I
F- A-2 ELEVATION AND ROOFTOP DETAILS
A-3 INTERIOR PLAN VIEWS
A-4 DETAILS
E-1 ELECTRICAL DETAILS
GN -1 GENERAL NOTES
I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS
PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION
AND THAT I AM A DULY REGISTERED ENGINEER UNDER THE
LAWS OF THE STATE OF ARKANSAS.
DATE: 5/19/03
NAME WILLIAM H. ST EWER LIC. NO. 11169
MY LICENSE ENEWAL DATE IS - -03
ADDITIONAL �+ CERT,FIE NON UNLESS INDICATED
HERE>_ --
or �NSAS
ED
PROFESSIC41AI
ENGINEER
,_ . _.
DATE I REVISION DESCRIPTION
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1-I5 DRAVAG IS m?�rJGHTED AND !S
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'T IS FR DUCES SOLELY FOR USE
9Y THE OWNER AND ITS AFUATES
R °RCDUCTIOR 0'n USE O THIS DRAVAG
AirC GR Y:I\•Vv7.A17GrY CUCi�R� _D IN
IT I. FGR.-ODS4 P:T??W M: T::II IN
F7?MSSION O THE OMAER.
DATE: 5/18/03
M&S 708 NO: 103235
DRAWN: DHA
CHECKED: WHS
REVISED BY:
TITLE:
TITLE
SHEET
CINGULAR WIRELESS
EVERGREEN BUILDING
LITTLE ROCK, AR
SHEET NUMBER:
T@� �!
J �
A/C U
A/C O
YP) 0 6' VENT
= 3'X 5' VENT
0 6' VENT
A/L ®/ `A/C a/C O /C A/CL] /C
6' VENT 0
n
6' VENT
ill 0
NEW MELLO CORP COAX`
6' VENT 0 0 6' VENT BRIDGE KIT ROUTED FROM ROOFTOP
0 6' VENT w ENTRY TO BALLAST MOUNT TRIPOD
3'X 5' VENT \ / SKYLIGMT CTYP)
Q / \
3'X 5' VENT 3X 5VENT 7T I SATELLITE DISH X 5' VENT 3'X 5' VENT ''
I � 3'>{ 5' VENT
11 ROOF ACCESS
SKYLIGHT (TYP) ♦ / ♦ /
/ ♦ / ♦ NEV VALMONT RGOFTOP
ENTRY ENCLOSURE SEE DETAIL 3/A-.2
® y 3' X 3' VENT \ / OA/C
li a
HT (TYP) ♦ / 2- VENT❑ ♦ // ♦ / ♦ / NEV A/C CONDENSERVEN9-
13
/ ♦ SKYLIGHT (TYP) 3'X 5' VE � 2Y_70
/ ♦ J/ 11 l2" VENT❑ / ♦ / ♦ 12' VENT❑ ♦ ♦ SKYLIGHT (TYP) ♦ / 12' VENT❑ ♦ / \ / ♦ / ♦ r
NOTE:
1. CONTRACTOR TO FIELD VERIFY ALL
DIMENSIONS PRIOR TO CONSTRUCTION
2. CHECK FOR ASBESTOS, IF FOUND
TAKE PROPOR LAWFUL REMOVAL
PROCEDURES
ROOF TOP PLAN
SCALE: 1/16 = I'
DATE I REVISION DESCRIPTION
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/ 3'X 5"NN./ ♦
SKYLIGHT (TYP) II ❑ ]2' VENT
r ♦ ♦ /
6' VENT 0 0 6' VENT
\ !
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3'X 5' VENT
3'x 5' VENT �:•,
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BALLAST ADAPTER AND B1708
♦ /rte
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TRI -SECTOR ADAPTER MOUNT
3'X 5' VENT 3'X 5' V£
0 6' VENT
6' VENT o
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® ROOF DRAIN
® ROOF DRAIN
NEV CINGULAR
ROOF DRAIN® 0 6' VENT
ANTENNAS (3) DUAL
POLE
0 6' VENT ®ROOF DRAIN
4
A/C
x ELEV. 473.95
ROOF DRAIN
NOTE:
1. CONTRACTOR TO FIELD VERIFY ALL
DIMENSIONS PRIOR TO CONSTRUCTION
2. CHECK FOR ASBESTOS, IF FOUND
TAKE PROPOR LAWFUL REMOVAL
PROCEDURES
ROOF TOP PLAN
SCALE: 1/16 = I'
DATE I REVISION DESCRIPTION
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DATE 4/21/03
M&S JOB NO: 103235
DRAWN: DHA
CED: WHS
REVIHECKSED BY:
TITLE:
R❑❑F T❑P
CINGULAR WIRELESS
EVERGREEN BUILDING
LITTLE ROCK, AR
SHEET NUMBER: e���I
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DATE 4/21/03
M&S JOB NO: 103235
DRAWN: DHA
CED: WHS
REVIHECKSED BY:
TITLE:
R❑❑F T❑P
CINGULAR WIRELESS
EVERGREEN BUILDING
LITTLE ROCK, AR
SHEET NUMBER: e���I
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NELLO (
OR APP.
A/C
NEW 8'
CINGULAR
BUILDING SOUTH ELEVATION
SCALE: NONE
nv
EXISTING SKYLIGHTS (TYP)� `i
}
ROOF ENTRY DETAIL
SCALE: 1/2- = 1'
FOR
ROOFTOP ENTRY ENCLOSURE
3SCALE: 1/2' = I'
w,
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ALMONT ROOFTOP ENTRY
NCLOSURE P/N B1840
,X4 ROOFTOP CURB S-2" X 2'-9"
'LASHING AND ROOFING REPAIRS TO BE
IERFORMED BY APPROVED ROOFING
:ONTRACTOR COORDINATE WITH CINGULAR
;ONSTRUCTION MANAGER
ALL MUUr REPAIRS AND FLASHING TO
DONE BY OWNER APPROVED ROOFING
CONTRACTOR
DATE I REVI90N DESCRIPTIDN
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IP94 IK MR
DATE: 5/18103
U&S JOB HR loo
DRAWN: ANA
CHECKED: FMS
REVISED BY:
TITLE:
ELEVATION
AND ROOFTOl
DETAILS
CINGULAR WIRELESS
EVERGREEN BUILDING
LITTLE ROCK, AR
B E SNEi, NUMBER:
2
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IT IS PROOUCED SOLELY OR USE
BY K 04NM AND ITS AFWAic`S
AD!! BR DSE �r Ui5 O3Aa K
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IP94 IK MR
DATE: 5/18103
U&S JOB HR loo
DRAWN: ANA
CHECKED: FMS
REVISED BY:
TITLE:
ELEVATION
AND ROOFTOl
DETAILS
CINGULAR WIRELESS
EVERGREEN BUILDING
LITTLE ROCK, AR
B E SNEi, NUMBER:
2
6'—
i
NEW VCT TILE —
C
TO —
EQUIPMENT
CONTRACTOR
TO
CONSTRUCT
WALL IN
EXISTING
ROOM WITH
20 GA
STRUCTURAL
STEEL STUDS
WITH 1 HR
RATED
GYPSUM
BOARD,
SANDED -AND
TAPED TO
MATCH.
INSTALL 36" 1
HR RATED
DOOR, TO
MATCH
EXISTING BLDG
DOORS.
EW CARRIER A/C -
6'— 6 ZUNIT 1-1/2T 208/230V 1P/60H
OR EQUIV. ROUTE CONDENSATION
PIPE TO OLD SINK DRAIN
NEW CINGULAR
EQUIPMENT ROOM
\—PROPOSED EQUIPMENT
ROOM WALL
/C CONDENSER LINES
L----5,_ 4„
CONTRACTOR TO REMOVE EXISTING
T WALL AND DOOR FINISH AFFECTED
WALL, FLOOR AND CEILING AREAS
I TO MATCH EXISTING -
- 2"
COAXIAL CABLE
ROUTED ABOVE _
CEILING TO I
PENETRATION
FOR SWEEP
UPWARD TO
ROOF
_± ELINING PENETRATION
ABOVE CEILING TILES FOR
' COAXIAL CABLE SWEEP TO
ROOF
, EQUIPMENT ROOM PLAN
SCaLE: t/a' t'
CONTRACTOR TO REMOVE
EXISTING SINK BASE
4 X 8 TELCO
BOARD
`ELECTRIC
PANEL
N
2" TELCO
AND ELEC
CONDUIT
ROUTED
ABOVE
CEILING TO
UTILITY
DEMARK
EXISTIN(
SUPPORT
BRACKET
�,---- o:J
Lo 0 0 0 0 0 0 0 0 0 0 0l
Loo o o o 0o o o o o
3/4"' HOLE
FOR SNAP -IN
HANGERS
WALL MOUNTED CABLE DETAIL
HOT TO SCALE
ELEVATION
NOTES:
1. USE WALL MOUNTED COAX SUPPORT KIT MATH BRACKETS, COVER, AND
COVER SPLICES.
2. * - CONTRACTOR TO VERIFY MODEL NO. OF COAX SUPPORT KIT WITH
QUANTITY OF COAX RUNS_
3. USE SNAP -IN HANGERS WITH WALL MOUN7rD BRACKET TO SUPPORT
COAX RUNS ON WALL SURFACE.
QSCaIE: t/
COAX CLOSET DETAIL
2' = Y
__T CONSTRUCTED
;TOR
DATE J REVISION DESCRIPTION
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DATE: 5/19/03
M&S JOB No, 1030.5
DRAWN: DHA
CHECKED: WHS
REK5ED By,
TITLE:
INT PLAN
CINGULAR WIRELESS
EVERGREEN BUILDING
LITTLE ROCK, AR
SHEET NUMBER:
A
CABLE COVER
I'LAIV
15 7/3" 15 7/8' 32" LL 32" �I
ROOF
DECK I n
I I
4" X 4" MIN. RUBBER MAT
SLEEPERS SEE DETAIL 1/A3
LEVA7lON
NOTES:
I. USE ROOF MOUNTED COAX BRIDGE BRIDGE KIT,
STRAIGHT SPLICE, & ADJUSTABLE 0' - 45' SPLICE.
15 7/8"
2. * - CONTRACTOR TO VERIFY NELLO CORPORATION
MODEL NO. OF BRIDGE KIT, STRAIGHT SPLICE, &
ADJUSTIBLE 0'-45' SPLICE, OR EQUIVALENT, WITH
QUANTITY OF COAX RUNS.
3. USE SNAP -IN HANGERS WITH PVC TUBE SLEEPERS
TO SUPPORT ROOF -TOP RUNS OF COAX TRANSMISSION
LINES.
n NELLO COAX BRIDGE KIT
\�_� NOT TO SCALE
CONCRETE BLOCk
BALLAST
�l1 VALMONT BALLAST MOUNT TRIPOD
' �" SCALE: NONE
11
II II li it CONTRACTOR TO
fI If III ADJUST SUSPENDED
CEILING RAILS AS
IINECYx
ESSARY AND CUT
ACOUSTIC CEILING TILES
n u Ir n TO MATCH EXISTING
VIII CONTRACTOR TO
COVER STUDS WITH
5/8" 1 HOUR RATED
GYPSUM BOARD,
II II II f SAND AND PAINT TO
MATCH
SECOND FLOOR COAX CLOSET
3 SCALE: 1/2'=1•
3/4" 0 HOLE FOR
SNAP -IN HANGER SNAP -IN
HANGER
(NON -PENETRATING)
7/16" 0 HOLE FOR 1
ATTACHING COVER
1/4" 0 HOLE
FOR ATTACHING
GROUNDING WIRE
I
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_ RUBBER MAT
N
ROOF SLEEPER DETAIL
NOT TO SCALE
DATE I REVISION DESCRIPTION
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CONTRACTOR TO
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INSTALL 36"J
COAXIAL CABLE
LLJ
II II II I
COMMERCIAL DOOR TO
ROUTED VERTICALLY
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MATCH EXISTING
THROUGH COAX
J
II IIIII
INTERIOR, OFFICE
CLOSET SEE 3/A-3
FOR COAX MOUNTI
{
DOORS, PAINT OR
STAIN TO MATCH
DETAILS
II I11
11111111 /
CONTRACTOR TO
I�
CONSTRUCT COAX
CLOSET USING 20 GA
II I I
3-5/8" STRUCT.
STEEL STUDS 16" O.C.
SECOND FLOOR COAX CLOSET
3 SCALE: 1/2'=1•
3/4" 0 HOLE FOR
SNAP -IN HANGER SNAP -IN
HANGER
(NON -PENETRATING)
7/16" 0 HOLE FOR 1
ATTACHING COVER
1/4" 0 HOLE
FOR ATTACHING
GROUNDING WIRE
I
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_ RUBBER MAT
N
ROOF SLEEPER DETAIL
NOT TO SCALE
DATE I REVISION DESCRIPTION
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TITLE:
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EVERGREEN BUILDING
LITTLE ROCK, AR
SHEET NUMBER:
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TITLE:
D ETAI LS
CINGULAR WIRELESS
EVERGREEN BUILDING
LITTLE ROCK, AR
SHEET NUMBER:
,��—
CONTRACTOR'S SPECIAL NOTE: .
ALL ELECTRICAL WORK TO BE DONE BY IN
HOUSE ELECTRICAL CONTRACTOR
FROM ANTENNA
T)
RL;
I
JUMPER
(TYP.)
CONNECTOR ---I
WEATHERPROOFING
(TYP.)
#6 AWG STRANDED
COPPER INSULATED GRN
GROUND CONDUCTOR
NOTES:
1. CONTRACTOR SHALL COORDINATE METER SOCKET
LOCATION AND TYPE WITH THE LOCAL POWER CO. IF
NEEDED.
2. CONTRACTOR SHALL CONSTRUCT A SUPPORT
FRAME IF NEEDED TO MOUNT THE POWER METER.
3. CONTRACTOR SHALL INSTALL CONDUIT AND WIRE
TO THE BTS AND TERMINATE AT ITS PWR PANEL.
4. COPPER GROUND WIRE SHALL BE BONDED TO THE
NEW SITE METER PER LOCAL ELEC. CODE..
#2 AWG STRANDED
COPPER INSULATED GRN
GROUND CONDUCTOR,
BONDED TO GROUND
WIRE ALONG CABLE TRAY
TO COLLECTOR
GND BAR WITHOUT
INSULATORS MTD.
NEAR ANTENNA
ANTENNA GROUNDING DETAIL
NOT TO SCALE
ANTENNAS
ANTENNA BUS BAR
ROOFTOP COLLECTOR BUS
BAR
#2 INSULATED SHIELDED
CABLE FROM UPPER BUS
BAR TO LOWER BUS BAR
EQUIPMENT ROOM BUS BAR
PER SECTOR (TYP.)
ANTENNA: SEE R -F DATA SHEET FOR
TYPE & AZIMUTH
SEE R -F DATA SHEET FOR JUMPER TYPE
COAX. GROUND KIT (TYP.)
COAX CABLE: SEE R -F DATA
SHEET FOR TYPE & SIZE.
GPS ANTENNA
(BY OTHERS)
TNC MALE CONNECTION
COAX CABLE
GROUNDING KIT (60"
LENGTH - TYP.)
SEE R -F DATA SHEET FORN TYPE MALE CABLE
JUMPER TYPE CONNECTOR
BTS
NOTES:
1. SEE SITE PLAN LAYOUT DRAWINGS FOR ANTENNA LOCATION.
2. DO NOT INSTALL ANTENNA GROUND KIT ON CABLE BEND.
3. CONTRACTOR SHALL REFER TO R -F DATA SHEET FOR
ANTENNA TYPE, AZIMUTHS & COAX LENGTHS.
TYPICAL ANTENNA CABLE CONFIGURATION
NOT TO SCALE
DATE REXISION DESCRIPTION
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M&S JOB NO: 10 M
DRAWN: DHA
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REVISED BY:
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ELECTRICAL
CINGULAR WIRELESS
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LITTLE ROCK, AR
SHEET NUMBER:
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M&S JOB NO: 10 M
DRAWN: DHA
CHECKED: WHS
REVISED BY:
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ELECTRICAL
CINGULAR WIRELESS
EVERGREEN BUILDING
LITTLE ROCK, AR
SHEET NUMBER:
4E 6 �m d
IND.
CONCRETE NOTES
1. CONCRETE SHALL BE INTERNALLY VIBRATED IN ACCORDANCE WITH ACI STANDARD 309-81 RECOMMENDED PRACTICE
14. LOCATION OF TENDONS AND/OR REINFORCING STEEL ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED
FOR BY APPROPRIATE METHODS AND EQUIPMENT VIA X-RAY OR OTHER DEVICES THAT CAN ACCURATELY LOCATE THE
GATE REASON DESCRIPnON
FOR CONSOLIDATION OF CONCRETE.
2. AFTER PLACEMENT THE CONCRETE SHALL BE COVERED WITH A PLASTIC VAPOR BARRIER FOR A 4 TO 7 DAY INITIAL
REINFORCING AND/OR STEEL TENDONS.
15. PENETRATIONS IN FIRE RATED WALLS SHALL BE FIRE STOPPED INACCORDANCE WITH SECTION NO. 4305 AND NO. 4304
CURING PERIOD.
3. ALL EXPOSED EDGES OF CONCRETE SHALL HAVE A 3/4" CHAMFER.
4. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, PERFORMED UNLESS OTHERWISE NOTED. WELDED
WIRE FABRIC SHALL CONFORM TO ASTM A 185-WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES,
CLASS "B" AND ALL HOOKS SHALL BE STANDARD UNO.
5. CLEAR COVER FOR REINFORCEMENT SHALL BE 3" UNLESS NOTED OTHERWISE.
5. MINIMUM LAP FOR SPLICES SHALL BE 24 BAR DIAMETERS.
7. CONSTRUCT THE SIDES OF THE STRIP FOOTING FOUNDATION STRAIGHT NAD VERTICAL. TO REDUCE THE RISK OF
FROZEN SOIL ADHERING TO THE CONCRETE AND LIFTING FOUNDATION. THE USE OF FORMS AT THE TOP OF THE STRIP
FOOTING MAY BE NECESSARY TO PREVENT THE CREATION OF AN ENLARGED AREA OF CONCRETE (MUSHROOM). IF A
MUSHROOM FO CONCRETE OCCURS, HEAVE OF THE FOUNDATION CAN TAKE PLACE FROM FROZEN SOIL BENEATH THE
MUSHROOM HEAVING UP AND CARRYING THE FOUNDATION WITH IT.
OF THE U.B.C.
16. GROUNDING CONDUCTORS SHALL BE SOLID TINNED COPPER AND ANNEALED #2.
17. METER SOCKET AMPERES, VOLTAGE, .NUMBER OF PHASES SHALL BE AS NOTED ON THE DRAWINGS. MANUFACTURED BY
SQUARE D COMPANY OR APPROVED EQUAL.
CONDUIT
A. RIGID CONDUIT SHALL BE U.L. LABEL. GALVANIZED ZINC COATED WITH ZINC INTERIOR AND SHALL BE USED WHEN
INSTALLED IN OR UNDER CONCRETE SLABS, CONTACT WITH THE EARTH, UNDER PUBLIC ROADWAYS, IN MASONRY WALLS OR
EXPOSED ON BUILDING EXTERIOR. RIGID CONDUIT I CONTACT WITH EARTH SHALL BE 1/2 LAPPED WRAPPED WITH HUNTS
WRAP (UNLESS NOTED OTHERWISE) AT A MINIMUM DEPTH OF 24" BELOW GRADE. PROCESS NO. 3.
B. ELECTRICAL METALLIC TUBING SHALL HAVE U.L LABEL; FITTINGS SHALL BE GLAND RING COMPRESSION TYPE. EMT
SHALL BE USED ONLY FOR INTERIOR RUNS.
C. FLEXIBLE METALLIC CONDUIT SHALL HAVE U.L. LISTED LAVEL AND MY BE USED WHERE PERMITTED BY CODE. FITTINGS
SHALL BE "JAKE" OR "SQUEEZE" TYPE, SEAL TIGHT FLEXIBLE CONDUIT. ALL CONDUIT IN EXCESS OF SIX FEET IN LENGTH
SHALL HAVE FULL SIZE GROUND WIRE.
D. ALL UNDERGROUND CONDUITS SHALL BE PVC SCHEDULE 40 (UNLESS OTHERWISE NOTED).
18. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC LABELS.,,
19. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR CONNECTION OF TEMPORARY AND PERMANENT POWER TO
THE SITE. THE TEMPORARY POWER AND ALL HOOKUP COSTS TO BE PAID BY CONTRACTOR,
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GENERAL NOTES
1. SCOPE OF WORK SHALL CONSIST OF EXCAVATION FOR AND CONSTRUCTION OF A CONCRETE FOUNDATION FOR
EQUIPMENT SHELTER, PLACEMENT OF THE EQUIPMENT SHELTER ON THE NEW FOUNDATION, EXTERNAL GROUND RING
GROUNDING SYSTEM, AND NEW ELECTRICAL AND TELEPHONE SERVICE TO THE EQUIPMENT SHELTER.
2. CONTRACTOR SHALL VISIT SITES TO FAMILIARIZE HIMSELF WITH EXISTING SITE CONDITIONS AS THEY RELATE TO
SITEWORK, FOUNDATION CONSTRUCTION, ACCESS, ELECTRICAL SERVICE AND OVERALL COORDINATION.
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3. CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S RECOMMENDATIONS
UNLESS DIRECTED OTHERWISE RO WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE.
4. DIMENSIONS SHOWN ARE TO FINISHED SURFACES UNLESS NOTED OTHERWISE. CONTRACTOR SHALL FIELD VERIFY
DIMENSIONS. IF THERE ARE ANY QUESTIONS OF DISCREPANCIES CONCERNING CONTRACT DOCUMENTS AND EXISTING
CONDITIONS, THE CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE OWNER'S
REPRESENTATIVE BEFORE PROCEEDING WITH THE WORK IN QUESTION.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR DIRECTING AND SUPERVISING THE WORK. HE SHALL BE RESPONSIBLE FOR
ALL CONSTRUCTION METHODS AND PROCEDURES, AND FOR COORDINATING ALL ASPECTS OF -THE WORK.
6. THE RADIO SWITCHING EQUIPMENT IS SUPPLIED UNDER SEPARATE CONTRACT. THE CONTRACTOR SHALL COORDINATE
HIS WORK WITH THE WORK OF OTHERS PERTAINING TO RADIO SWITCHING EQUIPMENT, OR ANY OTHER RELATED WORK.
7. THE CONTRACTOR SHALL PROVIDE AT THE PROJECT SITE A FULL SET OF CONSTRUCTION DOCUMENTS WITH THE
LATEST REVISIONS FOR THE USE OF ALL.
8. EVERY EFFORT HAS BEEN MADE TO DEFINE THE SCOPE OF WORK IN THE CONTRACT DOCUMENTS. THE CONTRACTOR
IS CAUTIONED THAT MINOR OMISSIONS AND DISCREPANCIES IN THESE CONTRACT DOCUMENTS DOES NOT EXCUSE HIM
FROM PROVIDING SITE IMPROVEMENTS AND A COMPLETED EQUIPMENT SHELTER ACCORDING TO THE INTENTIONS OF
THESE DOCUMENTS.
9. UTILITIES AS SHOWN ON THIS DRAWING ARE APPROXIMATE ONLY. NO GUARANTEE IS EITHER EXPRESSED OR IMPLIED
AS TO THE ACCURACY OR COMPLETENESS THEREOF. THE CONTRACTOR SHALL BE EXCLUSIVELY RESPONSIBLE FOR
DETERMINING THE EXACT UTILITY LOCATIONS AND ELEVATIONS PRIOR TO THE START OF CONSTRUCTION.
STANDARD CIVIL NOTES
SITE WORK
1. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND STIPULATED IN THE SPECIFICATION PROJECT SUMMARY.
2. RUBBISH, STUMP, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF
LEGALLY.
3. AREAS REQUIRING FILL OR BACK FILL SHALL BE PLACED IN 6" MAXIMUM LIFTS AND COMPACTED BEFORE PLACING NEXT
LIFT.
4. COMPACTION OF SMALL AREAS SHALL BE ACCOMPLISHED BY POWER DRIVEN, HAND HELD TAMPERS.
5. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL
BE PROTECTED AT ALL TIMES, AND RELOCATED AS DIRECTED 8Y ENGINEERS. THE CONTRACTOR WHEN EXCAVATING OR
PIER DRILLING AROUND OR NEAR UTILITIES SHOULD USE EXTREME CAUTION_ CONTRACTOR SHALL PROVIDE SAFETY
TRAINING FOR THE WORKING CREW.
6. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL
BE REMOVED AND SHALL BE CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH
THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF ENGINEERING.
7. THE AREAS OF THE CUSTOMER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE BUILDING, DRIVEWAY
OR CRUSHED STONE, SHALL BE GRADED TO. A UNIFORM SLOPE, FERTILIZED, SEEDED AND COVERED WITH MULCH AS
SPECIFIED IN THE SPECIFICATION LANDSCAPE WORK.
8. CONTRACTOR SHALL RESOE THE COMPOUND WITH VEGETATION CONTROL FABRIC AND 2 1/2" TO 4" OF CLEAN CRUSHED
g' A S
CALL 1-800-482-8998 3 WORKING DAYS BEFORE ANY DIGGING COMMENCES.
ROCK.
1.GENERAL D
ALLDETAILSSHOWN IN GENERAL TERMS. ACTUAL GROUNDING INSTALLATION AND CONSTRUCTIING NOTES ON MAY VARY DUE
& S
P.O. BOX1572MOLOJEIL 61166
GENERAL ELECTRICAL NOTES
1. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE
PERFORMED UNDER THIS CONTRACT.
2. CONTRACTOR SHALL PERFORM ALL VERIFICATION OBSERVATION TESTS, AND EXAMINATION WORK PRIOR TO THE
ORDERING OF THE ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN
NOTICE OF ALL FINDINGS TO THE ARCHITECT LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES.
3. THESE PLANS ARE DIAGRAMMATIC ONLY, FOLLOW AS CLOSELY AS POSSIBLE,
4. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN EACH PANEL BOARD, PULL BOX, J-BOX,
SWITCH BOX, HOFFMAN BOX, ETC., IN COMPLIANCE WITH OCCUPATIONAL SAFETY AND HEALTH ACT O. S.H.A.
( )
5. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, INSTALLATION, CONSTRUCTION TOOLS,
TRANSPORTATION, ETC., FOR A COMPLETE AND PROPERLY OPERATIVE SYSTEM ENERGIZED THROUGHOUT AND AS
ON DRAWINGS, AS SPECIFIED HEREIN AND OR AS OTHERWISE REQUIRED.
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6. CONTRACTOR SHALL SECURE ALL NECESSARY BUILDING PERMITS AND PAY ALL REQUIRED FEES.
7. OWNER SHALL GUARANTEE COMPLETE JOB FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF JOB ACCEPTANCE.
ANY WORK, MATERIAL OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE CORRECTED AT ONCE,
TO SPECIFIC SITE CONDITIONS.96:t
2. THE BURIED RING GROUNDING CABLE AND TOP OF GROUNDING RODS SHALL BE BURIED A MINIMUM DEPTH OF 2'6"
BELOW FINISHED GRADE, OR 6" BELOW FROST LINE, WHICHEVER IS DEEPER.
3. THE BURIED RING GROUNDING CONDUCTORS SHALL BE #2 BARE SOLID TINNED COPPER CABLE.
4, GROUND SYSTEM SHALL BE TESTED PER SPECIFICATIONS AND SHALL HAVE A RESISTANCE TO EARTH OF 5 OHMS OR
LESS, IF NOT NOTIFY CONSTRUCTION MANAGER.
5. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL
CONDITIONS.
6. GROUND RODS SHALL BE COPPER CLAD STEEL, 5/Z3" DIAMETER AND 8' IN LENGTH, COPPERWELD OR APPROVED
EQUIVALENT.
7. ALL GROUND LEADS (PIGTAILS) ARE TO BE OF SUFFICIENT LENGTH TO REACH ITEM OR AREA INDICATED ON DRAWINGS.
8_ CHEMICAL GROUNDS SHALL BE XIT, CHEM-ROD OR APPROVED EQUIVALENT, WHEN REQUIRED.
9. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM AROUND TOWER.
10. ALL BELOW GRADE GROUNDING CONNECTORS ARE TO BE CADWELD, ABOVE GRADE GROUNDING SHALL BE MECHANICAL
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TITLE:
GENERAL
NOTES
UPON WRITTEN NOTIFICATION, AT THE EXPENSE OF THE CONTRACTOR.
8. ALL CONDUIT ONLY (C.O.) SHALL HAVE A PULL WIRE OR ROPE.
AS SPECIFIED ON DRAWINGS.
11. GATE GROUNDING SHALL BE FLEX CONNECTOR: REF "CADWELD" CATALOG nFJ2Q24 FOR GATE/POST FLEX CONNECTOR
9. PROVIDE PROJECT MANAGER WITH ONE SET OF COMPLETE ELECTRICAL "AS INSTALLED" DRAWINGS AT THE
COMPLETION OF THE JOB, SHOWING ACTUAL DIMENSIONS, ROUTINGS, AND CIRCUITS
10. ALL BROCHURES, OPERATING MANUALS, CATALOGS, SHOP DRAWINGS, ETC. SHALL BE TURNED OVER TO OWNER AT
JOB COMPLETION.
(EXAMPLE: PART NO. VCB-20-003 FOR 2 7/8" POST).
12. CRIMP AND CLAMP CONNECTIONS ARE TO BE BRASS, THOMAS AND BETTS OR BURNDY UNLESS SPECIFIED OTHERWISE.
13. MECHANICAL LUG CONNECTIONS ARE TO DOUBLE HOLE LUGS OF APPROPRIATE SIZE AND SURFACES TO BE CONNECTED
ARE TO BE SCARPED TO BARE METAL, CLEANED AND TREATED WITH NO-OX ANTI-OXIDATION COMPOUND. STACKING OF
CINGULAR WIRELESS
EVERGREEN BUILDING
LITTLE ROCK, AR
11. ALL CONDUCTORS SHALL BE COPPER.
12. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL APPLICABLE CODES.
LUG CONNECTIONS IS STRICTLY PROHIBITED.
14. DOUBLE LUG CONNECTIONS ARE NOT PERMITTED WITH SOLID WIRE. SECTION NO 4305 AND NO 4303 OF THE U.B.C.
SHEET NUMBER:
13. IN DRILLING HOLES INTO CONCRETE, WHETHER FOR FASTENING OR ANCHORING PURPOSES, OR PENETRATIONS�l
THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS, ETC., IT MUST BE CLEARLY UNDERSTOOD THAT TENDONS
AND/OR REINFORCING STEEL WILL NOT BE DRILLED INTO, CUT OR DAMAGED UNDER ANY CIRCUMSTANCES.
**************TOWER TAPE DROP
1. ALL SITES TO HAVE TOWER/TAPE DROP VERIFICATION SHEETS FILLED OUT AND RETURNED WITHIN 2 DAYS OF
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COMPLETION.