AT&T 368-047 Parcel Map
ENGINEER:
SITE NAME
PREPARED FOR:
NUNN MTN
at&t
at&t
SITE NUMBER
10017514
CONSULTANT:
GENERATOR INSTALLATION
Wireless Services
NUNN MTN
SITE NUMBER:
10017514
SHEET #
ORANGE COUNTY
ZONING:
TBD
SEAL:
SHEET DESCRIPTION
T1
TITLE SHEET
A1
OVERALL SITE PLAN
A2
ENLARGED SITE PLAN
S1
FOUNDATION DETAILS
E1
ELECTRICAL & GROUNDING DETAILS
E2
ELECTRICAL & GROUNDING DETAILS
SP1
GENERAL NOTES
O
8/07/13
A.D.A. COMPLIANCE: FACILITY IS UNMANNED
AND NOT FOR HUMAN
HABITATION
NAD83
LATTITUDE:
LONGITUDE:
GROUND ELEV:
FA NUMBER:
HASTY UTILTIES INC.
6801 US 64 HIGHWAY
E. KNIGHTDALE, NC 27545
CONTACT:
PHONE:
TBD
TBD
SITE NUMBER:
368-082
APPLICANT:
GENERAL DYNAMICS
1750 FOUNDERS PARKWAY
SUITE 120
ALPHARETTA, GA 30009
SCALE: N.T.S.
APPROVALS
SCALE: N.T.S.
SITE ADDRESS:
609 PINEY MOUNTAIN ROAD
CHAPEL HILL, NC 27514
ORANGE COUNTY
PROJECT MANAGER
DATE
CONSTRUCTION MANAGER
DATE
SITE ACQUISITION
DATE
OWNER
DATE
FROM RALEIGH, NC, HEAD WEST ON I-40. TAKE EXIT 266 FOR N CAROLINA 86 S AND TURN LEFT. TURN LEFT ONTO WEAVER DAIRY ROAD THEN TAKE THE 2ND RIGHT ONTO KINGSTON ROAD.
TURN RIGHT ONTO PARTIN ST AND THEN RIGHT ONTO EMILY ROAD. EMILY ROAD TURNS SLIGHTLY LEFT AND BECOMES PINEY MOUNTAIN ROAD. SITE ON LEFT.
CODE COMPLIANCE
ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE 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 CONFORMING TO THESE CODES.
0
PROJECT MANAGER: NORM GILES
(770) 225-1564
PHONE:
368-082
SITE NAME:
DRIVING DIRECTIONS
TOWER OWNER:
SITE NUMBER:
10017514
609 PINEY MOUNTAIN ROAD
CHAPEL HILL, NC 27514
TBD
SS IO
N
SEAL
032960
OCCUPANCY TYPE: UNMANNED
SITE ADDRESS:
FE
L
WATER TANK
JURISDICTION:
LIST OF DRAWINGS
LOCATION MAP
A
TOWER TYPE:
VICINITY MAP
1.
2.
3.
4.
5.
6.
2006 INTERNATIONAL BUILDING CODE (NORTH CAROLINA STATE BUILDING CODE, 2009)
2006 INTERNATIONAL PLUMBING CODE (NORTH CAROLINA STATE PLUMBING CODE, 2009)
2006 INTERNATIONAL MECHANICAL CODE (NORTH CAROLINA STATE MECHANICAL CODE, 2009)
2011 NATIONAL ELECTRIC CODE (NORTH CAROLINA STATE ELECTRICAL CODE, 2008)
2002 NORTH CAROLINA STATE ACCESSIBILITY CODE
2006 INTERNATIONAL ENERGY CONSERVATION CODE (NORTH CAROLINA STATE ENERGY CODE, 2009)
CONSULTANT TEAM
ENGINEER/ARCHITECT:
CONTACT:
TELEPHONE:
PROJECT MANAGER:
DO NOT SCALE DRAWINGS
HANDICAP REQUIREMENTS
OTHER REQUIREMENTS
FACILITY IS UNMANNED AND NOT FOR HUMAN
HABITATION. HANDICAP ACCESS IS NOT REQUIRED.
- FACILITY HAS NO PLUMBING OR PARKING.
- NO GRADING WILL BE REQUIRED FOR THIS SITE.
CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS &
CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE
ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING
WITH THE WORK OR BE RESPONSIBLE FOR SAME.
CONTACT:
TELEPHONE:
SSOE, INC.
320 SEVEN SPRINGS WAY, SUITE 350
BRENTWOOD, TN 37027
FLOYD WHITE
(615) 661-7585
GENERAL DYNAMICS
1750 FOUNDERS PARKWAY, SUITE 120
ALPHARETTA, GA 30009
NORM GILES
(770) 225-1564
NO.
08/07/13 CONSTRUCTION DRAWINGS
DATE
SUBJECT
320 Seven Springs Way, Suite 350
Brentwood, TN 37027
T 615-661-7585
013-00178-00
Floyd White
Greg Dulnik
Travis Leute
TITLE SHEET
T1
C:\dgn\d0355681\10017514_A&E_ConstructionDrawings_20130510.dwg
DATE: Aug 07, 2013 - 3:50pm USER: 14200
SITE NAME:
PR
PROJECT SUMMARY
ENGINEER:
at&t
X
X
X
X
X
X
X
PREPARED FOR:
EXISTING
LP TANK
X
X
X
PROPOSED AT&T
600G LP TANK
X
X
EXISTING
SHELTER
X
X
X
PROPOSED 10' NO
SPARK SOURCE
RADIUS
X
X
EXISTING ICE
BRIDGE
X
CONSULTANT:
X
X
X
X
X
X
EXISTING
SHELTER
X
Wireless Services
X
X
X
EXISTING WATER
TANK TOWER
EXISTING
WATER
TANK
X
X
PROPOSED AT&T
MOBILITY GENERATOR ON
EXISTING CONCRETE PAD
X
SEAL:
PR
X
X
SS I O
N
X
SEAL
032960
X
X
FE
L
EXISTING
SHELTER
O
A
X
X
X
X
X
8/07/13
X
X
X
X
FA NUMBER:
SITE NUMBER:
X
X
10017514
368-082
X
X
SITE NAME:
609 PINEY MOUNTAIN ROAD
CHAPEL HILL, NC 27514
ORANGE COUNTY
X
X
X
X
SITE ADDRESS:
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
0
08/07/13 CONSTRUCTION DRAWINGS
DATE
SUBJECT
X
NO.
X
X
X
X
320 Seven Springs Way, Suite 350
Brentwood, TN 37027
T 615-661-7585
X
X
013-00178-00
X
X
Floyd White
Greg Dulnik
Travis Leute
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
1
X
X
OVERALL SITE PLAN
X
OVERALL SITE PLAN
SCALE: 1" = 30'
NORTH
A1
C:\dgn\d0355681\10017514_A&E_ConstructionDrawings_20130510.dwg
DATE: Aug 07, 2013 - 3:50pm USER: 14200
X
X
X
EXISTING
GENERATOR
EXISTING
SHELTER
X
EXISTING
EQUIPMENT
PAD
X
X
SEE DWG. E-1 FOR CONDUIT & WIRING
SPECIFICATION/SINGLE LINE.
EXISTING
SHELTER
X
X
4.
X
CHANGE ORDERS WILL NOT BE ACCEPTED
FOR UNAPPROVED WORK.
X
3.
X
REFER TO DRAWINGS SP-1 FOR GENERAL
NOTES.
X
2.
PROPOSED
BOLLARDS (TYP.)
X
CONTRACTOR TO CALL 811 OR (800) 382-5544
OR OTHER LOCAL JOINT UTILITY LOCATOR
SERVICE TO VERIFY THE LOCATION OF
EXISTING UNDERGROUND UTILITIES PRIOR
TO CONSTRUCTION.
X
1.
X
EXISTING
GENERATOR
NOTES:
ENGINEER:
X
NOTES:
X
X
X
3.
CHANGE ORDERS WILL NOT BE ACCEPTED
FOR UNAPPROVED WORK.
4.
SEE DWG. E-1 FOR CONDUIT & WIRING
SPECIFICATION/SINGLE LINE.
X
PROPOSED AT&T
600G LP TANK
PREPARED FOR:
13'-11"
4'-6"
(TYP.)
X
REFER TO DRAWINGS SP-1 FOR GENERAL
NOTES.
PROPOSED
BOLLARDS (TYP.)
EXISTING
GENERATOR
at&t
EXISTING
SHELTER
X
X
2.
X
CONTRACTOR TO CALL 811 OR (800) 382-5544
OR OTHER LOCAL JOINT UTILITY LOCATOR
SERVICE TO VERIFY THE LOCATION OF
EXISTING UNDERGROUND UTILITIES PRIOR
TO CONSTRUCTION.
X
1.
PROPOSED 10' NO
SPARK SOURCE
RADIUS
7'-6" (TYP.)
X
CONSULTANT:
X
X
3'
(TYP.)
11'-6"
X
X
Wireless Services
X
SEAL:
X
PROPOSED
LP LINE
X
X
8'-3"
9'
X
X
FE
SS I O
N
SEAL
032960
EXISTING AT&T
CABINETS
AT&T METER RACK
X
O
L
PR
X
X
X
A
X
PROPOSED AT&T SUB-PANEL
7'-2"
8/07/13
EXISTING ICE BRIDGE
M
X
X
EXISTING ICE
BRIDGE
X
FA NUMBER:
SITE NUMBER:
10017514
368-082
X
SITE NAME:
X
23'
SITE ADDRESS:
4'-10"
609 PINEY MOUNTAIN ROAD
CHAPEL HILL, NC 27514
ORANGE COUNTY
X
X
3'-5"
10"
EXISTING
EQUIPMENT
PAD
PROPOSED AT&T
MOBILITY GENERATOR ON
EXISTING CONCRETE PAD
X
X
X
8"
POWER & COMMUNICATION
CONDUITS (TYP. 4) TO
EXIST. ATS INSIDE CABINET.
SEE SHEET E-1
EXISTING WATER
TANK TOWER
EXISTING ASCO
300L SERIES
ATS
5'-7"
3'
0
08/07/13 CONSTRUCTION DRAWINGS
DATE
SUBJECT
X
X
NO.
X
X
320 Seven Springs Way, Suite 350
Brentwood, TN 37027
T 615-661-7585
013-00178-00
EXISTING
GENERATOR
Floyd White
Greg Dulnik
Travis Leute
X
X
10'-4"
ENLARGED SITE PLAN
1
ENLARGED SITE PLAN
SCALE: 1/8" = 1'
NORTH
A2
C:\dgn\d0355681\10017514_A&E_ConstructionDrawings_20130510.dwg
DATE: Aug 07, 2013 - 3:51pm USER: 14200
4'-9"
X
X
X
X
PROPOSED AT&T
MOBILITY 5'-6"x11'-0"
GENERATOR LEASE AREA
X
EXISTING
SITE FENCE
3'
ENGINEER:
OUTLINE OF
GENERATOR
FOOTPRINT
PREPARED FOR:
at&t
PROVIDE ADDITIONAL #4
U-BARS, TYPICAL AT EACH
END OF STUB-UP AREA
CONSULTANT:
4'-0"
ELECTRICAL STUB-UP
AREA
REINFORCING BAR
GRID; FOR SIZE AND
SPACING, SEE
SECTION 2
Wireless Services
60 FT-LB OF INSTALLATION TORQUE
PR
SS I O
N
SEAL
023408
4-1/8"
3-7/8"
FE
L
7-1/8""
O
A
5-1/2"
SEAL:
8/07/13
10'-0"
FA NUMBER:
STRONG BOLT 2 STAINLESS STEEL WEDGE
ANCHORS, OR EQUAL, W/ 4-1/2" EMBEDMENT.
COORDINATE LOCATION W/ EQUIPMENT
DRAWINGS.
PLAN FOR 10'-0"X4'-0" GENERATOR PAD
SCALE:
(5) #4
CHAMFER (TYP.)
OUTLINE OF
GENERATOR
FOOTPRINT
2" MIN.
COVER
(TYP.)
8" MIN.
SLAB
THICKNESS
1. UNLESS NOTED OTHERWISE, CONCRETE SHALL REACH A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI
IN 28 DAYS FOR FOUNDATIONS, SLABS, AND CONDUIT ENCASEMENTS. CONCRETE SHALL HAVE A 4" NOMINAL
SLUMP AND 4.5-6.5% AIR CONTENT. COMPRESSIVE BREAK TEST TO BE PERFORMED ON FOUNDATION ONLY.
#4@12" C/C
2. UNLESS NOTED OTHERWISE, ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL, CONFORMING TO
ASTM A-615, GRADE 60, DEFORMED.
4"
MIN.
SLOPE FINISHED GRADE
AWAY FROM FOUNDATION
(TYP.)
3. UNLESS NOTED OTHERWISE, ALL DETAILING, FABRICATION AND PLACING OF REINFORCING STEEL SHALL
CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES
(ACI 318).
4. ALL BAR SPLICES SHALL BE CLASS "B" TENSION SPLICES, UNLESS NOTED OTHERWISE.
5. CHAMFER ALL EXPOSED EXTERNAL CORNERS OF CONCRETE WITH A 34
OTHERWISE.
1
4".
FINISHED GRADE
(TYP.)
COMPACTED SUB GRADE
SECTION A-A
SCALE:
SITE ADDRESS:
7. FLEXIBLE UTILITY CONNECTIONS SHOULD BE USED AT UNDERGROUND TO GENERATOR INTERACTIONS.
8. EQUIPMENT PAD DESIGN BASED ON AN ASSUMED ALLOWABLE CAPACITY OF 2000 PSF AND MAXIMUM SOIL
PLASTICITY INDEX OF 27. TESTING AGENCY SHALL FIELD VERIFY CONDITIONS BEFORE PLACEMENT OF
CONCRETE.
0
NO.
08/07/13 CONSTRUCTION DRAWINGS
DATE
SUBJECT
320 Seven Springs Way, Suite 350
Brentwood, TN 37027
T 615-661-7585
013-00178-00
Floyd White
Greg Dulnik
Travis Leute
FOUNDATION DETAILS
9. INSTALL EQUIPMENT ANCHORAGE PER MANUFACTURER'S WRITTEN RECOMMENDATIONS
S1
C:\dgn\d0355681\10017514_A&E_ConstructionDrawings_20130510.dwg
DATE: Aug 07, 2013 - 3:51pm USER: 14200
3
4"
368-082
SITE NAME:
609 PINEY MOUNTAIN ROAD
CHAPEL HILL, NC 27514
ORANGE COUNTY
GENERAL NOTES
2" (TYP.)
SITE NUMBER:
10017514
ENGINEER:
GENERAL NOTES:
#2 AWG SOLID
TINNED TEST LOOP
COVER REMOVABLE
BY HAND
FINISHED GRADE
CABLE AND CONDUIT SCHEDULE
WIRES EACH CONDUIT
QUANT.
SIZE
QUANT.
SIZE
GROUND SIZE
2
2"
3
#3/0
2
1
2"
2
SHIELDED
CAT5
1"
1
6
EXISTING TELCO
SERVICE FROM
LOCAL UTILITY
ALARM/CONTROL CONDUIT, 66 BLOCK
TO GENERATOR
20A/120VAC POWER FOR BATTERY
CHARGER/HEATER, UPC TO GENERATOR
1 #12
#12 AWG
CRUSHED ROCK
24" INSIDE, BELOW, AND
MIN. AROUND SLEEVE;
EXOTHERMIC WELD
TO REMAIN VISIBLE
200A/240VAC POWER TO AT&T
(GENERATOR TO UPC/ATS)
1 #6
1
3
REMARKS
GROUND ROD BONDED
TO BURIED GROUND
CONDUCTOR UTILIZING
T-TYPE EXOTHERMIC WELD
CONTRACTOR SHALL COORDINATE INCOMING SERVICES WITH
LOCAL UTILITIES PRIOR TO TRENCHING.
2.
ALL CONDUCTORS SHALL BE COPPER, 75 DEGREES C RATED,
AND CONDUCTOR INSULATION BE THWN OR THHN.
3.
ALL TERMINATION SHALL BE LISTED AND IDENTIFIED FOR USE
4.
GROUND FAULT PROTECTION REQUIRED FOR UTILITY
RECEPTACLES.
5.
GENERATOR NEUTRAL SHALL BE GROUNDED AT ONE LOCATION
ONLY. REFER TO ONE-LINE NOTE 5.
6.
EQUIPMENT LOCATED OUTSIDE OR EXPOSED TO MOISTURE
SHALL BE NEMA 3R RATED.
7.
CONTRACTOR SHALL USE SCHEDULE 80 PVC CONDUIT
THROUGHOUT, UNLESS OTHERWISE NOTED.
8.
ALL NEWLY INSTALLED EQUIPMENT SHALL BE RATED
"AT 10K AIC" MINIMUM. HIGHER RATINGS SHALL BE REQUIRED
WHERE AVAILABLE FAULT CURRENT EXCEEDS THIS VALUE.
EXACT FAULT CURRENT AVAILABLE SHALL BE COORDINATED
WITH LOCAL UTILITY BASED ON EXACT CONDITIONS (XFMR SIZE,
PERCENT IMPEDANCE, LENGTH OF CONDUCTORS, ETC).
GROUND WIRE SIZE
AS NOTED ON PLANS
6"
EXISTING 200A,
120/240V, 1 PHASE
UTILITY SERVICE FROM
LOCAL UTILITY
GROUND ROD,
COPPERWELD
5/8" DIAMETER
x10'-0" LONG
2
EXISTING 200A SERVICE TO AT&T
CONSULTANT:
Wireless Services
SEAL:
GROUND ROD
SCALE: N.T.S.
O
FE
SS I O
N
L
200A/2P
at&t
A
EXISTING 200A, 240V, 1 PHASE METER
AND DISCONNECT ON SITE (RACK
MOUNTED SEPARATELY OR AT METER
CENTER)
WH
1" WIDE SLOT FOR
GROUND CONDUCTOR;
EXTEND 2" ABOVE
CONDUCTOR
PREPARED FOR:
PR
CONDUIT
MARK
2'-0" x 6" DIAMETER
SCHEDULE 40 WHITE
PVC
1.
SEAL
032960
ELECTRICAL SYMBOLS LEGEND
CADWELD TYPE CONNECTION
8/07/13
COMPRESSION TYPE CONNECTION
NEW GROUNDING
EXISTING 3#3/0, #4G
2-1/2"C TO AT&T
EQUIPMENT
1
GROUND
RING
3
6
TELCO
EXISTING GENERATOR
FLANGED INLET
ONE LINE DIAGRAM NOTES BY SYMBOL "
200A/
2P
200A/
2P
GEN. 1
BKR
66 BLOCK
UTILITY
BKR
TVSS
PLYWOOD TELCO
BACKBOARD, FURNISHED
WITH POWER CABINET
CAP OFF EXISTING CAMLOCK
CONNECTION, LABEL AND
LEAVE COILED WITHIN LOAD
CENTER
EXISTING ASCO AUTOMATIC
TRANSFER SWITCH (ATS),
200A, 240V, 2P, 3W,
FURNISHED WITH POWER
CABINET 3
MGN
LCP
":
1.
CONTRACTOR SHALL FURNISH AND INSTALL CONDUITS AND
POWER CONDUCTORS AS INDICATED FROM GENERATOR TO
POWER CABINET.
2.
CONTRACTOR SHALL PROVIDE AND INSTALL FEEDS FROM
POWER CABINET TO GENERATOR FOR BATTERY CHARGER AND
BLOCK HEATER AS INDICATED.
3.
AUTOMATIC TRANSFER SWITCH (ATS), FURNISHED BY
CUSTOMER AND INSTALLED BY CONTRACTOR. ATS IS 120/240V,
2 POLE, 200A, NEMA 3R WITH SINGLE PHASE SENSING,
AUTOMATIC ENGINE STARTING, UL LISTED 1008.
4.
THE CONTRACTOR SHALL REFER TO CABINET SPECIFICATIONS
FOR ALARM WIRING TO EXTERNAL DEVICES (GENERATOR).
INTERIOR ALARMS ARE PRE-WIRED.
POWER
POWER
EXISTING GROUNDING
5.
SMGB
EXISTING LOAD CENTER
PANELBOARD "LCP", 200A,
120/240VAC, 30 POLE, MAIN
LUGS ONLY, BOLT ON
BREAKERS, RE: 3/E2
6.
SITE ADDRESS:
POWER &
COMMUNICATION
CONDUITS
609 PINEY MOUNTAIN ROAD
CHAPEL HILL, NC 27514
ORANGE COUNTY
0
NO.
EXISTING SERVICE
DISCONNECT
DO NOT BOND GENERATOR NEUTRAL TO GROUND OR
GENERATOR FRAME, GENERATOR NEUTRAL IS BONDED TO
SERVICE ENTRANCE NEUTRAL. BOND VIA SOLIDLY GROUNDED
ATS (OPEN TRANSITION, FLOATING NEUTRAL AT GENERATOR).
ROUTE POWER CONDUCTORS FROM AT&T PANEL TO
GENERATOR BATTERY CHARGER & HEATER THROUGH
PROPOSED CONDUIT.
368-082
EXISTING AUTOMATIC
TRANSFER SWITCH
PTS
EXISTING UNIVERSAL POWER
CABINET (UPC) 4
SITE NUMBER:
SITE NAME:
EXISTING
EQUIPMENT
PAD
CONCRETE PAD W/ 50KW
GENERATOR
FA NUMBER:
10017514
#2 AWG BARE TINNED GROUND WIRE TO EXISTING
EQUIPMENT GROUND RING. IF MORE THAN 20' FROM
EXISTING GROUND RING, INSTALL GROUND ROD (5/8" X 10'
SS). ROD SPACING: MIN. 10', MAX. 20'. TOP OF ROD AND
GROUND WIRE TO BE BELOW FROST LINE. GROUND
GENERATOR PER MANUFACTURERS RECOMMENDATIONS.
EXISTING EQUIPMENT
PAD GROUND RING
(FIELD LOCATE)
3
GROUNDING PLAN
SCALE: N.T.S.
EXISTING
GROUND WIRE
08/07/13 CONSTRUCTION DRAWINGS
DATE
SUBJECT
320 Seven Springs Way, Suite 350
Brentwood, TN 37027
T 615-661-7585
013-00178-00
Floyd White
Greg Dulnik
Travis Leute
2
1
ONE LINE DIAGRAM
SCALE: N.T.S.
ELECTRICAL &
GROUNDING DETAILS
E1
C:\dgn\d0355681\10017514_A&E_ConstructionDrawings_20130510.dwg
DATE: Aug 07, 2013 - 3:51pm USER: 14200
G
200A/2P
2
EMERGENCY GENERATOR SET
(EG), 50KW, FURNISHED BY AT&T,
REFER TO GENERATOR
DRAWINGS FOR ADDITIONAL
DETAILS
1 5
ENGINEER:
PREPARED FOR:
at&t
CONSULTANT:
Wireless Services
SOIL STABILIZER FABRIC
COMPACTED GRANULAR TO
95% PROCTOR DENSITY
SEAL:
12"
6" WIDE YELLOW WARNING
TAPE
COMPRESSED BACKFILL,
RE: NEC 300-5(f)
12"
SCH. 80 PVC AUXILIARY
POWER CONDUIT WITH
PULL STRINGS
SS I O
N
8/07/13
SCH. 80 PVC ALARM
CONDUIT WITH PULL
STRINGS
7 1/2"
FE
SEAL
032960
COMPACTED SAND
SCH. 80 PVC POWER
CONDUIT WITH PULL
STRINGS
O
L
PR
EARTH
A
MINIMUM COVER
REQUIREMENTS 24" MIN/30" MAX
PER NEC TABLE
300-5
FA NUMBER:
SITE NUMBER:
10017514
368-082
SITE NAME:
18"
SITE ADDRESS:
2
609 PINEY MOUNTAIN ROAD
CHAPEL HILL, NC 27514
ORANGE COUNTY
GENERATOR TRENCH DETAIL
SCALE: N.T.S.
PROPOSED SUB-PANEL LAYOUT
1
ALARM PIN-OUT
SCALE: N.T.S.
BREAKER
TYPE
1
3
5
7
9
11
13
15
17
19
21
23
25
27
29
2P
1P
1P
VACANT
VACANT
VACANT
VACANT
VACANT
VACANT
VACANT
VACANT
VACANT
VACANT
VACANT
ON/
OFF
GFCI
SIZE
(A)
CIRCUIT
ASSIGNMENT
LABEL
SOURCE 1
NEW
NO
20
3
LIGHT
GENERATOR
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SIZE
(A)
CIRCUIT
ASSIGNMENT
LABEL
BREAKER
POSITION
BREAKER
TYPE
2
4
6
8
10
12
14
16
18
20
22
24
26
28
30
2P
SOURCE 2
2P
SOURCE 3
2P
3G BTS
VACANT
VACANT
VACANT
VACANT
VACANT
VACANT
VACANT
VACANT
VACANT
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
PANEL LAYOUT
SCALE: N.T.S.
ON/
OFF
GFCI
0
NO.
08/07/13 CONSTRUCTION DRAWINGS
DATE
SUBJECT
320 Seven Springs Way, Suite 350
Brentwood, TN 37027
T 615-661-7585
013-00178-00
Floyd White
Greg Dulnik
Travis Leute
ELECTRICAL &
GROUNDING DETAILS
E2
C:\dgn\d0355681\10017514_A&E_ConstructionDrawings_20130510.dwg
DATE: Aug 07, 2013 - 3:51pm USER: 14200
PROPOSED 20AMP
BREAKER FOR NEW
AT&T GENERATOR
BREAKER
POSITION
ENGINEER:
NOTES TO SUBCONTRACTOR:
4.
POWER WIRING SIZE SHALL NOT BE SMALLER THAN #12 AWG.
5.
ALL WIRING SHALL BE COPPER. ALUMINUM WILL NOT BE ACCEPTABLE. ALL POWER
CIRCUITS SHALL CONTAIN A GROUND WIRE.
6.
PHASE MARKINGS TO BE USED AT POWER CONDUCTOR TERMINATIONS.
7.
CONTRACTOR SHALL INSURE INTEGRITY IS MAINTAINED WHEN INSTALLING CONDUIT
AND WIRING.
8.
INSTALL PULL STRING IN ALL CONDUIT.
9.
FOR ROOFTOP INSTALLS AND BUILD-OUTS, CONDUITS INSIDE BUILDING AND ON ROOF
SHALL BE RGS, UNLESS OTHERWISE NOTED. FOR RAW LAND SITES AND
CO-LOCATES, PVC SCHEDULE 80 SHALL BE UTILIZED UNLESS NOTED OTHERWISE.
SPECIFICATIONS:
2.
3.
4.
5.
6.
IT IS THE INTENTION OF THESE DRAWINGS TO SHOW THE COMPLETED INSTALLATION.
THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING,
SHORING, TIES, FORM WORK, ETC. IN ACCORDANCE WITH ALL NATIONAL, STATE AND
LOCAL ORDINANCES TO SAFELY EXECUTE ALL WORK AND SHALL BE RESPONSIBLE
FOR SAME. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES.
THE SUBCONTRACTOR SHALL USE ADEQUATE NUMBER OF SKILLED WORKMAN WHO
ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND
WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND METHOD
NEEDED FOR PROPER PERFORMANCE OF THE WORK.
GENERAL
1.
2.
ALL WIRING AND EQUIPMENT SHOWN ON ELECTRICAL SHEETS SHALL BE FURNISHED
AND INSTALLED UNDER ELECTRICAL PORTION OF CONTRACT UNLESS OTHERWISE
NOTED.
4.
UNINTERRUPTED ELECTRICAL SERVICE FOR EXISTING EQUIPMENT SHALL BE
MAINTAINED DURING THE INSTALLATION OF THE WORK DESCRIBED UNDER THESE
DOCUMENTS. TEMPORARY EQUIPMENT, CABLES AND WHATEVER ELSE IS
NECESSARY SHALL BE PROVIDED AS REQUIRED TO MAINTAIN ELECTRICAL SERVICE.
TEMPORARY SERVICE FACILITIES, IF REQUIRED AT ANY TIME, SHALL NOT BE
DISCONNECTED OR REMOVED UNTIL NEW SERVICE EQUIPMENT IS IN PROPER
OPERATION. IF ANY SERVICE OR SYSTEM MUST BE INTERRUPTED, THE CONTRACTOR
SHALL REQUEST PERMISSION IN WRITING STATING THE DATE, TIME, ETC. THE
SERVICE WILL BE INTERRUPTED AND THE AREAS AFFECTED. THIS REQUEST SHALL
BE MACE IN SUFFICIENT TIME FOR PROPER ARRANGEMENTS TO BE MADE. WRITTEN
PERMISSION SHALL BE OBTAINED FROM THE OWNER BEFORE INTERRUPTING
ELECTRICAL SERVICES.
ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL LOCAL, STATE AND
FEDERAL CODES OR ORDINANCES. THE MOST STRINGENT CODE WILL APPLY IN THE
CASE OF DISCREPANCIES OR DIFFERENCES IN THE CODE REQUIREMENTS.
5.
6.
7.
8.
COORDINATE NEW WORK WITH OTHER TRADES AND VERIFY EXISTING CONDITIONS
TO AVOID INTERFERENCE. IN CASE OF INTERFERENCE, AT&T MOBILITY'S
REPRESENTATIVE WILL DECIDE WHICH WORK IS TO BE RELOCATED, REGARDLESS OF
WHICH WAS FIRST INSTALLED.
THE INSTALLATION MUST COMPLY WITH NEC AND ALL FEDERAL, STATE AND LOCAL
RULES AND REGULATIONS.
THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF
SYSTEMS AND EQUIPMENT UNLESS OTHERWISE DEFINED BY DIMENSIONS OR
DETAILS. EXACT EQUIPMENT LOCATIONS AND RACEWAY ROUTING SHALL BE
GOVERNED BY ACTUAL FIELD CONDITIONS AND/OR DIRECTIONS FOR AT&T MOBILITY'S
REPRESENTATIVE.
CUSTOMER SHALL PAY ALL PERMIT AND FEES REQUIRED.
at&t
10. MAINTAIN MINIMUM 1'-0" VERTICAL AND 1'-0" HORIZONTAL SEPARATION FROM ANY
MECHANICAL GAS PIPING.
11. ALL WIRING ROUTED IN PLENUM TO BE PLENUM RATED OR IN METALLIC FLEX
(LIQUIDTITE) CONDUIT.
CONSULTANT:
EQUIPMENT
1.
EQUIPMENT/PARTS CONNECTED TO EXISTING PANELS, DUCTS, ETC. SHALL MATCH
THE CHARACTERISTICS (A/C, V, A) OF THAT EQUIPMENT.
2.
ALL ELECTRICAL EQUIPMENT OUTSIDE SHALL BE NEMA OR 3R RATED.
GROUNDING
1.
ALL GROUND CONNECTIONS TO BUILDING SHALL BE MADE USING TWO-HOLE
CONNECTORS. PROVIDE STAINLESS STEEL BOLTS AND LOCK WASHERS ON ALL
MECHANICAL GROUND CONNECTIONS.
2.
ALL EQUIPMENT SURFACES TO BE BONDED TO GROUNDING SYSTEM SHALL BE
STRIPPED OF ALL PAINT AND DIRT. CONNECTIONS TO VARIOUS METALS SHALL BE OF
A TYPES AS TO NOT CAUSE A GALVANIC OR CORROSIVE REACTION. AREA SHALL BE
REPAINTED FOLLOWING BONDING.
3.
ANY METALLIC ITEM WITHIN 6' OF GROUND CONDUCTORS MUST BE CONNECTED TO
THE GROUNDING SYSTEM.
4.
EXTERIOR, ABOVE GRADE GROUND CONNECTIONS SHALL BE FURNISHED WITH A
LIBERAL PROTECTIVE COATING OF ANTI-OXIDE COMPOUND.
5.
ALL MATERIALS AND LABOR REQUIRED FOR THE GROUNDING SYSTEM AS INDICATED
ON THE PLANS AND DETAILS, AND AS DESCRIBED HEREIN SHALL BE FURNISHED BY
THE SUBCONTRACTOR UNLESS OTHERWISE NOTED.
Wireless Services
SEAL:
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FE
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SEAL
032960
8/07/13
9.
9.
ANY DAMAGE TO THE ADJACENT PROPERTIES WILL BE CORRECTED AT THE
SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE LANDOWNER AND THE
ENGINEER.
THE COMPLETE BID PACKAGE INCLUDES THESE CONSTRUCTION DRAWINGS ALONG
WITH THE SPECIFICATIONS, SUBCONTRACTOR IS RESPONSIBLE FOR REVIEW OF
TOTAL BID PACKAGE PRIOR TO BID SUBMITTAL.
10. SUBCONTRACTOR SHALL VERITY LOCATION OF ALL EXISTING UTILITIES WITHIN
CONSTRUCTION LIMITS PRIOR TO CONSTRUCTION.
11. THE SUBCONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON
THE SITE AT ALL TIMES. SILT AND EROSION CONTROL SHALL BE MAINTAINED ON THE
DOWNSTREAM SIDE OF THE SITE AT ALL TIMES. ANY DAMAGE TO ADJACENT
PROPERTIES WILL BE CORRECTED AT THE SUBCONTRACTOR'S EXPENSE.
12. PERMITS: THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL
REQUIRED PERMITS, INSPECTIONS, CERTIFICATES, ETC. THE CUSTOMER WILL INCUR
ALL COSTS.
13. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES, SUBSTITUTIONS
BETWEEN WORK AS SPECIFIED AND INSTALLED. RECORD CHANGES ON A CLEAN SET
OF CONTRACT DRAWING WHICH SHALL BE TURNED OVER TO THE CONSTRUCTION
MANAGER UPON COMPLETION OF THE PROJECT.
14. THE PLANS SHOW SOME KNOWN SUBSURFACE STRUCTURES, ABOVE GROUND
STRUCTURES AND/OR EXISTING UTILITIES BELIEVED TO BE IN THE WORKING AREA. IT
IS THE RESPONSIBILITY OF THE SUBCONTRACTOR TO VERIFY ALL UTILITIES,
PIPELINES AND OTHER STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. THE
SUBCONTRACTOR SHALL CONTACT IN INDIANA (811) OR (800) 382-5544 BEFORE
DIGGING OR DRILLING. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED TO
THE SATISFACTION OF THE OWNER AND ENGINEER AT THE SUBCONTRACTOR'S
EXPANSE.
10. CONTRACTOR SHALL REVIEW PLANS, DETAILS AND SPECIFICATIONS IN DETAIL AND
ADJUST WORK TO CONFIRM WITH ACTUAL SITE CONDITIONS SO THAT ELECTRICAL
DEVICES AND EQUIPMENT WILL BE PROPERLY LOCATED AND READILY ACCESSIBLE.
QUANTITIES LISTED IN MATERIAL LISTS ONT HE DRAWINGS ARE FOR INFORMATION
ONLY. THE CONTRACTOR SHALL PROVIDE HIS OWN TAKEOFF FOR MATERIAL
QUANTITY AND TYPES BASED ON ACTUAL SITE CONDITIONS. IN ADDITION,
CONTRACTOR SHALL PROVIDE ALL NECESSARY MATERIALS TO INSTALL EQUIPMENT
FURNISHED BY AT&T MOBILITY OR ITS SUPPLIERS. ALL ITEMS NOT SPECIFICALLY
MENTIONED HEREIN OR SHOWN ON THE CONTRACT DRAWINGS, BUT WHICH ARE
OBVIOUSLY NECESSARY TO MAKE A COMPLETE WORKING INSTALLATION, SHALL BE
INCLUDED.
11. THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN
WRITING) AT&T MOBILITY'S REPRESENTATIVE OF ANY CONFLICTS PRIOR TO THE
SUBMISSION OF CONTRACTOR'S PROPOSAL OR CONTRACTOR SHALL PRICE THE
MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED IN WRITING OTHERWISE.
12. ALL FLOORS WHERE PENETRATIONS ARE REQUIRED IN BUILDING ARE TO BE CORE
DRILLED AND THEN FIREPROOFED.
WIRING/CONDUIT
15. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN
ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
1.
PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR AS REQUIRED BY
CODE SUCH THAT NO MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360
DEGREES TOTAL) EXIST IN/ON CONDUIT RUN.
2.
ALL POWER AND CONTROL/INDICATION WIRING SHALL BE TYPE THHN/THWN 800V
RATED 75 DEGREES CELSIUS, UNLESS NOTED OTHERWISE.
3.
CONDUIT BENDS SHALL BE MADE IN ACCORDANCE WITH NEC TABLE 346-10. NO
RIGHT ANGLE DEVICE OTHER THAN STANDARD CONDUIT ELBOWS WITH 12" MINIMUM
INSIDE SWEEPS FOR ALL CONDUITS 2" OR LARGER.
16. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY
THE CONSTRUCTION OPERATION.
17. SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A
DAILY BASIS.
18. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM DRAWING
PROVIDED BY THE SITE OWNER. SUBCONTRACTOR SHALL NOTIFY AT&T MOBILITY OF
ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PRECEDING WITH
CONSTRUCTION.
FA NUMBER:
SITE NUMBER:
10017514
368-082
SITE NAME:
6.
EXACT LOCATION OF GROUND CONNECTION POINTS SHALL BE DETERMINED IN FIELD.
ADJUST LOCATIONS INDICATED ON THE PLANS ACCORDING TO ACTUAL EQUIPMENT
LOCATIONS TO KEEP THE GROUND CONNECTIONS CABLES AS SHORT AS POSSIBLE.
7.
PROVIDE ALL ELECTRICAL SYSTEM AND EQUIPMENT GROUNDS AS REQUIRED BY THE
CURRENT EDITION OF THE NATIONAL ELECTRICAL CODE AND THE CURRENT EDITION
OF THE NATIONAL ELECTRICAL SAFETY CODE. BONDING JUMPERS WITH APPROVED
GROUND FITTINGS SHALL BE INSTALLED AT ALL RACEWAYS, EQUIPMENT
ENCLOSURES, PULL BOXES, ETC. TO MAINTAIN GROUND CONTINUITY WHERE
REQUIRED BY CODE.
8.
ALL EQUIPMENT GROUND CONDUCTORS SHALL BE TIN COATED, #2 AWG COPPER
UNLESS NOTED OTHERWISE ON THE DRAWINGS.
SITE ADDRESS:
609 PINEY MOUNTAIN ROAD
CHAPEL HILL, NC 27514
ORANGE COUNTY
GROUNDING
1.
2.
3.
4.
THE CONTRACTOR, UPON COMPLETION OF HIS WORK, SHALL PROVIDE AS-BUILT
DRAWINGS. INFORMATION SHOULD BE GIVEN TO THE GENERAL CONTRACTOR FOR
INCLUSION IN FINAL AS-BUILT SURVEY DOCUMENTS TO BE GIVEN TO THE OWNER.
CONTRACTOR SHALL SUPPLY DOCUMENTATION ATTESTING TO THE COMPLETE
GROUND SYSTEM'S RESISTIVITY (MAX. 5 OHMS).
AN ELECTRICAL INSPECTION SHALL BE MADE BY AN INSPECTING AGENCY APPROVED
BY AT&T MOBILITY'S REPRESENTATIVE. CONTRACTOR SHALL COORDINATE ALL
INSPECTIONS AND OBTAIN POWER COMPANY APPROVAL.
CONTRACTOR SHALL HAVE ATS AND GENERATOR RELAY INSTALLATION AND
CONNECTIONS INSPECTED BY OTHERS TO ENSURE THAT UL LISTING FOR THAT
EQUIPMENT IS NOT VOIDED.
0
NO.
08/07/13 CONSTRUCTION DRAWINGS
DATE
SUBJECT
320 Seven Springs Way, Suite 350
Brentwood, TN 37027
T 615-661-7585
013-00178-00
Floyd White
Greg Dulnik
Travis Leute
GENERAL NOTES
SP1
C:\dgn\d0355681\10017514_A&E_ConstructionDrawings_20130510.dwg
DATE: Aug 07, 2013 - 3:51pm USER: 14200
8.
ALL MATERIALS SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN
ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE STANDARDS REFERENCED
BELOW:
9.1.
ANSI (AMERICAN NATIONAL STANDARDS INSTITUTE)
9.2.
ASTM (AMERICAN SOCIETY FOR TESTING MATERIALS)
9.3.
ETL (ELECTRICAL TESTING LABORATORY)
9.4.
ICEA (INSULATED CABLE ENGINEERS ASSOCIATION)
9.5.
IEEE (INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS)
9.6.
NBFU (NATIONAL BOARD OF FIRE UNDERWRITERS)
9.7.
NESC (NATIONAL ELECTRICAL SAFETY CODE)
9.8.
NEMA (NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION)
9.9.
UL (UNDERWRITERS LABORATORY)
PREPARED FOR:
L
ALL WORK SHALL COMPLY WITH OSHA AND STATE SAFETY REQUIREMENTS.
PROCEDURES FOR THE PROTECTION OF EXCAVATIONS, EXISTING CONSTRUCTION
AND UTILITIES SHALL BE ESTABLISHED PRIOR TO FOUNDATION INSTALLATION. IF FAA
LIGHTING AND MARKING IS PRESENT ON SITE AND IS POWERED BY ELECTRICAL
SERVICE THAT IS TO BE INTERRUPTED, IT IS THE SUBCONTRACTOR'S RESPONSIBILITY
TO MAINTAIN THE NECESSARY LIGHTS AND NOTIFY THE PROPER AUTHORITIES IN THE
EVENT OF A PROBLEM.
COORDINATE LOCATION AND REQUIREMENTS FOR ELECTRICAL SERVICE WITH THE
PROPERTY REPRESENTATIVE, AT&T MOBILITY AND UTILITY COMPANIES. ROUTING OF
CONDUITS MAY BE MODIFIED TO MEET SITE REQUIREMENTS. EXACT CONDUIT
ROUTING TO BE DETERMINED IN THE FIELD.
3.
CONSTRUCTION SUBCONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY
ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION, SUBCONTRACTORS WILL BE
REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING
THE SAFETY OF ALL PERSONS AND PROPERTY. THAT IS REQUIREMENT SHALL BE
MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS
AND CONSTRUCTION SUBCONTRACTOR FURTHER AGREES TO INDEMNIFY AND HOLD
DESIGN ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN
CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT.
SITE GROUNDING SHALL COMPLY WITH AT&T MOBILITY WIRELESS SERVICES
TECHNICAL SPECIFICATIONS FOR FACILITY GROUNDING FOR CELL SITE STANDARDS,
LATEST EDITION, AND COMPLY WITH AT&T MOBILITY TOWERS GROUNDING
CHECKLIST, LATEST VERSION. WHEN NATIONAL AND LOCAL GROUNDING CODES ARE
MORE STRINGENT, THEY SHALL GOVERN.
COORDINATE LOCATION AND PROPER REQUIREMENTS OF ALL EQUIPMENT WITH
AT&T MOBILITY AND EQUIPMENT SUPPLIES PRIOR TO INSTALLATION.
A
7.
THE GENERAL SUBCONTRACTOR MUST VERIFY ALL DIMENSIONS, CONDITIONS AND
ELEVATIONS BEFORE STARTING WORK. ALL DISCREPANCIES SHALL BE RESOLVED
BEFORE PROCEEDING WITH THE WORK. ALL WORK SHALL BE PERFORMED IN A
WORKMANLIKE MANNER IN ACCORDANCE WITH ACCEPTED CONSTRUCTION
PRACTICES.
PR
1.