HomeMy WebLinkAboutARB200800153 Plan - Approved 2009-09-03'E`er
PROJECT INFORMATION
SCORE OF DORIC:
INSTALLATION OF (3) ANTENNAS MOUNTED ON A PROPOSED TOWER EQUIPMENT WILL
BE LOCATED AT THE BASE OF THE TOWER ON A SLAB. SITE IS AN UNMANNED
TITLE SHEET
TELECOMMUNICATIONS FACILITY.
( DETAIL. 116)
CORNER OF HUNT CLUB DR & KESIYIICIC RD
SITE ADDRESS.
KESWICK, VA 22947
LATITUDE;
N 38' 01' 10.4'
LONGITUDE:
W 78' 22' 014'
GROUND ELEVATION:
4425
COUNTY
JURISDICTION:
ZONING DISTRICT CLASS9ICATIM:
ALBEIIARLE
WIRELESS COMMUNICATIONS
APN:
8D-6A
PARCEL SIZE
5.5 AC
DEED REF:
D8 318, PG 422
PROPOSED USE
TELECOMMUNICATIONS FACILITY
TOWER OWNER:
NEW CNCUTAR WIRELESS PCS LLC
SITE NAME:
SPRINGDALE DR
SITE 0:
CW333'L
NAME OF APPLICANT:
NEW CIO" WIRELESS I'm U.0
CATS COMBINATION:
NIA
VA- CV333A -A -9
UTILITY INFORMATION
'E`er
DOMINION POWER (868) 667 -3000
VLRZON 800 483 -5000
DRAWING INDEX
REV
VA- CV333A -T -1
TITLE SHEET
2
( DETAIL. 116)
SURVEY
(DETAIL 619)
(DETAIL 621)
VA- CV333A -M OM
AREA PLAN
1
1
VA- CV333A -MO
� PLAN
COMPOUND PLAN IL ELEVATION
2
VA- CV333A -A -1
FOUNDATION DETAILS k EQUIPMENT SPECS
0
VA- CV333A -A -2
VA-A -3
EQUIPMENT SPECS
1
1
VA- CV333A -A -4
EQUIPMENT SPECS & TREE HEIGHT DIAGRAM
i
VA- CV333A -A -5
DETAILS
0
VA- CV333A -A -6
ANTENNA DETAILS
0
VA- CV333A -A -7
ANTENNA DETAILS
1
VA- CV333A -A -8
WOOD FENCE DETAILS
0
VA- CV333A -A -9
NOTES
I
VA- CV333A -A -10
NOTES
VA- CV333A -ES -1
EROSION 8 SEDIMENT CONTROL DETAILS
0
VA- CV333ME -1
ELECTRICAL PLAN
I
VA- CV333A -E -2
ELECTRICAL. DETAILS
1
VA- CV333A -E -3
ELECTRICAL DETAILS
0
VA- CV333A -E -4
ELECTRICAL DETAILS
0
VA- CV333A -E -5
ELECTRICAL DETAILS & NOTES
VA- CV333A -SP -1
SPECIFICATIONS
0
0
VA- CV333A -SP -2
SPECIFICATIONS
0
VA- C4333A -SP -3
SPECIFICATIONS
I
n 1.SEE THE FOILOWNG NOTES, SYMBOLS AND DETAILS. BECHTEL DOCUMENT NUMBER 24782-000 -A3-EF-00001 FOR
c THE IMPLEMENTATION OF THIS SITE DESIGN PACKAGE:
3
o CONCRETE AND REINFORCING STEEL NOTES
(DETAIL
DETAIA 103)
BUILDING CODES AND STANDARDS
( DETAIL. 116)
NOTES
o SITE WORK GENERAL NOTES
(DETAIL 619)
(DETAIL 621)
STRUCTURAL STEEL NOTES
(DETAIL 621)
NOTES
12 GROUNDING ELECTRICAL INSTALLATION NOTES
(DETAIL 622)
GENERAL NOTES
(DETAIL 623)
(DETAIL 624)
o GREENFIELD IM NOTES
CDM
1 a r c h i t e c t s
N
a e n g i n e e r s
0
a.t&t
SITE NAME: SPRINGDALE DR
SITE NO.: CV333A
Hcrcam ww I APPLICABLE BUILDING CODES AND STANDARDS
DIRECTION:
FROM I-64 (FAST) TAKE EXIT 129, TURN RIGHT ONTO RAW 0.2 ML TURN LEFT ( NORTH -WEST) ONTO RACK CAT RD 0.5 ML TURN
LEFT (SOIIIH) ONTO CLUB DR 2.1 MI. TURN RIGHT (FAST) ONTO KESWICK RD 120 YDS. TURN LET (NORTH) ONTO LOCAL ROAD(S) 76
YDS. ARRME AT SITE
r
J�
SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE. AND LOCAL CODES AS ADOPTED BY THE LOCAL
AUTHORITY HAVING JURISDIM (MAUI) FOR 111E LOCATION. THE EDITION OF THE AIMI ADOPTED CODES AND STANDARDS N EFFECT
ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN.
WgRR WK RUN CODE (10C 2006)
ammm WMK BECIRO�L CWLW 2004 1/m07 NEIOIEIIR
SII MNWA I n Rpm SILL COI V WIR THE LAM EDITOR K 1W FOLLOW sTNR1MOS
NRDM CONCRETE W ME 00 310. RUN CODE KM EM MR 31MCM WNCREM
NR01 M NSIIME or SIM WMSTRUCIRIII 054 WWML OF SNR M M X MK ASE. WOH EDITION
1Bli018RRRI1T" RMIm ASSOCYOCN (iM) 222-f, meRalaL swam Fpl SM7L NMEMW TORDI AND ANIDRM SuPPORMO SIaICIIMES
TM 07, COIM.RCOL 110UM ORDIRM AID BaMFR1 RFOIIIREm foe 7DL1bIRRRRCIOIMLS
NSM FOR EIfLTRM AND aECIRpICS DEDREEFIS (Fib R1, as FOR IFAaRE110 FARM AEWMY, MM RMEDMNCE. NCI US M MACE Pt WOLS OF A
wan SI MII
RTE 1100 (IM) RECOIROMFD FOUCIICE FOR FORUM NO ORMUM OF RIX MIIRC EOOPIEM
EFE 09L.A7. MCCIRR 10 PRACMES ON SIMa: YMDM N TOR WOI'a AC FORFM CMCOIS FOR 1000I0M GTEOORA Y3' AND TROM =a WIRE)
MDOROW at-1275. TOOK 16TNWINI AWAROFMR
MUM OR -1507. CO41ML CAAE CON B=W
IM 71311, FOR 1EI2OON - DC PORER SESIDB - MOM DMROIRRNTAL PRDh M
FOR NN CMi M BEIREDI SWROW OF LWm COOES NO SUMMDS RBPAM M W MAL. NEVI OF CMGffA :MK OR OIIRM IMMEMBIM 1FE MOST
16TWOK IRMMOM S M QMAI 10EAE HERE a OM W BEFIM A 001004. REOIIM0 MT AND A sRL7F1C RE'OIIM M DE sAFMIC IMFOW SMALL
omm
APPROVED BY
}
SITE NAME: SPRINGDALE DR
No Dmum Il Sm 101 SITE NO.: CV333A
FMCS CKJAM VA 22041 -2088
FAX171
(7M 1 -m CORNER OF HUNT CLUB DR & KESWICK RD
KESWICK, VA 22947
SCALE: 1 " =2000'
§ at&t
umm KAU 1
1801 = READ. SI M 300
ca NLEI. w 23080
APPROVED BY :
AT&T CONSTRUCTION:
REVIEW BOARD
DUE:
ALBEMARLE COUNTY PLANNING APPROVAL
AT&T RF.
DATE:
Tl3 Op
AT&T COMPLIANCE: _
ESTATE
(VAI
CHRISTOPHER D.
MORIN
BM No. X0'113I2984
NO N ��
AFPD f0%VAL 6�
BC ARCHITECTS ENGINEERS
FALLS CHURCH, VA
3
2 04 -28 -09
CLIENT COMMENTS
DR
cDM
T 04 -10-09
CuENT COMMENTS
DR
CDM
TITLE SHEET
0 03 -13-09
FlNAL CONSTRUCTION DRAWINGS
Aws
CON
A 01-15 -09
PRE3)MNARY CONSTRUCTION DRAWINGS
GMW
CON
.....
40. DATE
�pNS
BY
CKK
�CV333A-T-1
SCALE AS SHOWN DESX*4ED B. OLANN DRAWN GMW
D"P. I i � 0 0 W -, - , ,
77
WA04M
,4F-r MEN
. kif
05
lw�
OR
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ly
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A7
0111- IVMWL. ornmyurm-L. un �
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AI 5W MUM PM 9A 101 1 lj
nU
F_—p F&SMADL*=l- SITE NO.: CV333A ats
-!nlV\
j
Y�
O
k
VICINITY MAP
NOT TO SCALE
7!
SE
i
I
�G
aA
DESCRIPTION OF LEASE COMPOUND
YFONMM AT A r EqN PWR SEf ON Tic IANOS OF mzw= MJM WA (ITS 310 PO
422):
11RNCE SOUTH 82 OOONNOTS 32 MIM 41 SiDMM FAST. A O6T/NM OF 30.00 FEET M
A r OOH OMAN 9E3;
THENCE. 9000 07 OENNE55 27 MITAM It SE00w5 WEST. A OOfN10E OF 15.72 FEET TO
A r NCH ROTOR SlT;
WORM SOUTH IS OFORDIS 26 WANES 40 MOM EASI. A 067010E OF 12.05 FEET TO
A r IIOFI A'81R SM
TNCNCE. SOUTH 70 OEORELS 11 11OMM 13 SWOIOS FAST. A DISTANCE OF 10.21 FEET M
A r NON FAW SET:
TNWCC 501111 II OE OOl 46 10111118 47 SCL010S TOM. A ORTMOE Of 6.40 FELT TO A
r SON mm Kp
11010L N" 76 MM= 11 YMIRS 13 SEOOIAS WEST, A DISTANCE Of ISM FELT TO
A r WAN ROMA 9ET;
MMM NORM IS OEOROTS 26 MWJM 49 SECONDS ORS►, A OOTMCE OF 15.42 MT TO
A r MOH REWt SET;
TNNCC MOM 92 COMA 32 WINUM 41 SCCOIOS WEST. A OWA4M OF 25.65 FELT TO
A r ZION #TWA W.
I NNCE NORTH 07 OMRELS 27 MINMIES It EcONDS EAST. A DISTANCE OF 16.00 FEET TO PONT OF MEOMM OOMANNO 199 SO- FT- 11011E OR UESL AS SOW ON THE MR
ATpdm HIE11EM AN) MME A PARE OF THIS OESCIMPIIO/L
q
ow
O�M�11M PAM
C14SSAPEArC5 AND OHIO RAILWAY
aAw1
O p
11
P► 1/1[1014
q /
j Q'pt9
O
ppo �NRwa
q
DESCRIPTION OF CENTERLINE OF A 14 -FOOT
INGRESS /EGRESS AND UTILITY EASEMENT
BOUNDARY SURVEY
OF IEASE COMPOUND
NSEMARIF COUNTY, MRDIMA
FOR: 0.C. ARCM1ECI LE.C.
4110tNN0 AT A PONT ON A UWE COMMON TO TK NORTOWN OML LE42E OOMPOUND. WHICH
4
SEMS. NORM 07 DECREES 27 11541!3 10 SFDOIOS FAST. A OWN= Of 9.00 FEET FROM
A 'NON NEMAR SET AT A 0000M1091O4r CORNER COMMON TO THE AFOMMM"ONED LOW
�
ToHLt NORM 82 OF011F23 32 MNUIES N 6EDOIgS IAEST, A DISTANCE Of 43.78 fEET ro
•
,
A PANT;
THENLL SOUTH 56 0EOINES 02 M9111IES 14 SEOON05 AEA. A ONTIAICE OF 41.00 FIXT TO
A PONE:
TIKE, SOUTH 44 OEOPM 12 M14I1E5 24 SOCDIOS WW. A DSTANCE OF 74.40 FEET ro
A POINT;
214r,
2r
it
Ir
THENCE. SOUTH 40 CEOEES 11 MINIFY 10 EOONCS NEST. A DWAOE OF 00.13 FIEU ro
91aRml�EaoEa FiTmlolr
A POLAR:
1
" / /�'
— .1
t —'"1
.MIA (NOT M2 4511142.»
TFENCL SOUTH 33 MORMS 00 MINUTES 20 FECONDS NEST. A O15TNKE OF 70.44 FEET 10
P•E
A POINT;
---0—
. CNIIEN( FOIOE
THOMM TO
�I� mG� n
—3v-
. HOODS UE �T
ENSW
PONT TEM10K ON THE r UN OF MM CLUB D,
A
e
MOpENry 1j e
CORTA ING 4.9611 OMAN FELT. MORE ON LEM AS SHOWN NEINON.
ANY HOOF WO1 ENVY
C
.PENT
- MONUMENT FORD (AS NOIFD)
NDNF NOT K"um O
(®
33//0 - 70' INDIAN SIT
R/IF
. ONW- V -NAT
P.O.O.
POSIT OF EgMNIC
60' 0 50y 120•
H
TAI MAP N M30
PM
P/O
. PAROIL NUMBS![
. PART d
-1101 OR fa6ETEr
FOI110 (•IS A4O
C
R 4s• 4S E a® 9FNM0 a DISTNiG[
PROPOSED TOWER LOCATION INFORMATION
. PCNER Pau
LATITUDE . 3110110.411' H K40 1003
tONOTIUM . - 76-&03.4' R TIM 1953
- PROPOSED TTAFER sltE
CILVATION OF OROtN D AT PROPOSED SAE OF TOMP 442.W*W NAw 1055
IMD SURVEYOR-
CM OF SURAY.
DATE OF LAW RE
3
•1.1.7, ,
1.1 1: 1 71
rrR • 1 /
1�■ Yql
h1 T'I • �• '.:1'..
'1'171 1
'.1 rr i.\ •rM7.\ 1
PROPOSED
CONTOUR
m
v i I 23
AL
Ile
c /
o PROPOSED 3 I
PERMANENT TREE 15!%w
A-6
PROTECTION FENCE AT &T FENCE -i-
r1 TE PORAW TRH W= 9 - MA L ALL I
jl PROTECTION Ai TREE VECETARdN WITHIN
p DRIPLRIE (TYP) FENCED AREA
8 PROMC, 100j GEOTf E
N FABRIC, 4' CRl15HFR
& 2' j57 STONE WHIN
o FENCED AREA -t-
PROPOSED LIMITS OF
DISFURBIWCE/LOCATR
OF SILT FENCE -
-9. / N
r
FOR GENERATOR l
P
/
r
1 '
� 4�i C7t1e7
1
1X
1
NOPOSED AT &T 6' WIDE H- FRAME W/
TELCO ENCLOSURE. AC PANEL BOARD,
T nrrr%uwi T a 1 vsmw__
�_/'METTAL
F4
IEGEdQ .r"71V j IIIp1\
m TEMPORARY TREE PROTECTION FENCING )\ \ I _:
G PERMANENT TREE PROTECTION FENCING TO REMAIN
\ / rNWD E V ++AR1LtON1 AT -L.EASE AR A � T / TOP TIOIN6 -3 522.3'
--------------- EOSIIIG CONTOURS \ F // / 1IREE HEIGHT 176'
a
SCALE IN FEET
COMPOUND PLAN
TRUE NORTH
n. 0 5 10 20 30 SCALE: "---I-O'--1
5' 24x36 '"'
FD-7-1-1
�
TREE PROTECTION 6i
/
EST. QUANTITY
PERMANFM/
74'
(333 -Tree
264'
a
0
m
GROUND ELEV.
442 -
U
�a1
o
i
PROPOSED UGHTNRIG ROD
24' X 10 MAX
TOP OF POLE
ra
PROPOSED AT &T FLUSH
MOUNTED AINTE m - (1
PER SECTOR, 3 TOTAL) PANT
TO MATCH WOOD POLE
PROPOSED AT &T 89' METAL
POLE PAINTED BROWN
(9' -2' HIGHER THAN TALLEST
TREE WITHIN 25'-01
COW( CABLES RUN INSIDE
MONOPOLE
PROPOSED AT &T 8' WOOD
FENCE (PAINTED BROWN) AT
18'x30' COMPOUND
PROPOSED AT &T 8' WOOD
FENCE ATTACHED TO
ICEBRIDGE POSTS
PROPOSED AT &T
ICEBRIDGE
/
/
/
at &t
nAm 1
4I0+ t10x Io10 SUITE 300
0+ A>9, VA 2=
/
iLW BD IW
ELEVATION 2 PROPOSED AT &T EOUIPMEHf
SCALE: 1 =20 11x17 A -1 CM� ON AN 10'x16'
SCALE: 1' =10' 24x36 CONC. PAD
SCALE IN FEET
0 10 20 40 60
TOWER BASE: MONOPOLE & EQUIPMENT NOTES:
LATITUDE: 38. 01' 10.40' N
LONGITUDE 78. 22' 3.4' W 1. PROPOSED TOP OF TOWER ELEVATION = 650.3' ANSI.
(PER NORTH AMEPo(•IW DATUM Of 1983) 2. MONOPOLE DAIETER NOT TO EXCEED 30' AT THE
BASE AND 18' AT THE TOP.
ELEVATION: 442.5'1 AMSL 3• MONOPOLE, WOOD FENCE, GROUND EQUIPLIEN�, ICE
(PER NORTHI AMERICAN VERTICAL DATUM OF ' EXPOSED ' AND SUPPORTS
1988) SHALL BE PAINTED SWj6090 JAVA BROWN. FINAL
SELECTION TO BE APPROVED BY ALBEMARLE COUNTY.
4. LIGHTNING ROD WILL NOT EXCEED 1' IN WAFTER
AND WILL NOT EXTEND MORE THAN 2' ABOVE THE
TOP OF THE MONOPOLE.
5. PROPOSED LIGHT FUQ X SHALL BE SHIELDED IN
ACCORDANCE WITH ALBEMARIE COIRM REQUIREMENTS
AND OPERATED BY MOTION SENSOR. ALL. PROPOSED
LIGHTING IS FOR TEMPORARY MAINTENANCE AND
SECURITY USE ONLY.
6. ALL MONOPOLE CABLES AND WIRES SHHL BE
LOmTED INTERIOR TO THE MONOPOLE SIRlMRE.
7. PROPOSED ANTDW ARE LESS THAN 1,152 SQUARE
INCHES IN AREA.
-*
(333 -Tree
Base
Elevations
and He' hts
,ew.
is B•v
`""""'
Gown
"`'-0
F
Cm n m.v
°""
WOw:
e
4425
(6
506.5
49
4X9 36
25
467.9
4366
36
476.6
0
4362
74
5122
P
44
36
57
4954
e
4366
53
491.6
437.7
76
5137
e
4366
76
512.6
e
e
4368
4362
76
57
5126
4932
4362
77
5132
e
4n4
431.0
56
73
4934
slao
FM-FPW
437.4
45
452.4
,w
40
rArm
44113
69
s4%i
e
440.9
79
519.9
e
441.3
12
1 513.3
e
441.1
66
509.1
441.6
61
sots
440L 4
439.7
62 50611
e
439.5
70
50x5
4416
73
5116
o.v
44106
27
4866
I 1 O.k
4422
42
484.2
e
4423
76
5163
4447
73
517.7
e
4442
76
52x2
443.8
76
519.8
4414
70
5134
441.3
75
5163
e
441.7
76
517.7
e
4424
70
512.4
e
446.1
76
42.1
•
44L7
76
5223
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e
4456
-
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5136
R.A.
seI �,frE +M
ac FADS au((�at) w �+ -1666
architects C+
e n g i n e e r s
SITE NAME: SPRINGDALE DR
SITE NO.: CV333A
CORNER OF HUNT CLUB DR dL KESWICK RD
KESWICK, VA 22947
at &t
nAm 1
4I0+ t10x Io10 SUITE 300
0+ A>9, VA 2=
3
2 o+ -as-oe coMrouNO Puw ort coM I.3 C ST0 HER D.
1 "-1� " omm AND � m mm MoR><N
0 03 -13-09 FINAL CONSr WrON DRAWINGS AWS COM
No. 032984
A o1 -1s-o9 PnEL+Mrw1r coNSrRUCTaN txtAw+NCS cww coM BM0 S• I - 9
Nn. 1,1E REV+slONS BY CN+c f ftL
sC&L' AS SHOWN oESKNO B. QUM IAMN GMW
BC ARCHRECfS ENGINEERS
FALLS CHURCH, VA
COMPOUND PLAN & ELEVATION
ORAMNG NUM
REV
CV333A -A -1
121
CONCRETE AND REINFORCING STFFI HDIES 114ff$
I- ALL CONCRETE CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE AMERICAN CONCRETE INSTITUTE (ACT 1. EXCAVATE AS REQUIRED TO REMOVE VEGETATION & TOPSOL EXPOSE UNOISNR8ED NATURAL
318 -OB) MUM CODE REOUIREMFJrTS FOR REINFORCED CONCRETE AND (ACI 301) STANDARD SPECIFICATION SUBGRADE AND PLACE CRUSHED STONE AS REWIRED.
FOR STRUCTURAL AND CONCRETE ALL CONCRETE WORK ONTR TI IN ACCORDANCE WITH CAS ACI
IN RA ACI 318. 2. COMPACTEN CERTIFICATION: AN INSPECTION AND WRITTEN CERTIFICATKIN BY A QUALIFIED
ASTM A184 AND ASTM A185 AID THE DEIGN AND CONFRI1CfION SPECFICATION FOR CAST R PLACE CONCRETE. GEOTECHNIGL TECHNICIAN OR ENGINEER IS ACCEPTABLE.
2. MINIMUM ALLOWABLE CONCRETE COMPRESSIVE STRENGTH SHALL BE 4000 PSI AT 28 DAYS WHEN TESTED IN
ACCORDANCE WITH THE AMERICAN SOCIETY FOR TESTING AND MATERIALS METHODS STANDARDS ASTIR c 172, 3 AS AN ALTERNATIVE TO INSPECTION AND WRITTEN CERTIFICATION, THE 'UNDISTURBED SOL• BASE
ASTM C31 AND ASTM C39 UNLESS DTFUMM NOTED. SHALL BE COMPACTED WITH 'COMPACWN EQUIPMENT', LISTED BELOW, TO AT LEAST 90%
C.
3. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM D 1557 METHOD
WELDING WIRE FABRIC SHALL CONFORM TO ASTM A185 WELDED STEEL WIRE FABRIC UNLESS OTHERWISE NOTED. 4• COMPACTED SUBBASE SHALL BE UNIFORM k LEVELED. PROVIDE 6' MRLIIM CRUSHED STONE OR
SPIKES SHALL BE CLASS 'B' AND ALL HOOKS SWAN. BE STAIDARD, UNLESS NOTED OTHERWISE GRAVEL COMPACTED IN 3' LIFTS ABOVE COMPACTED SOIL GRAVEL SHALL BE NATURAL OR
CRUSHED WITH 100% PASSING 1' SIEVE.
4. DETAILIMG SHALL BE R ACCORDANCE WITH ACI DETALRC MANUAL (ACI sP- 66(04)).
5. AS AN ALTERNATIVE TO ITEMS 2 AND 3 PROOFROLL THE SUBGRADE SOILS WITH 5 PASSES OF A LIGHTING NOTES:
5. CHAMFER ALL EXPOSED EDGES OF CONCRETE 3/4' IN ACCORDANCE WITH ACI 301 SECTION 4.2.2. UNLESS MEDIA SIZED VIBRATORY PLATE COMPACTOR (SUCH AS BOMAG BPR 30/38) OR THE PROPOSED LIGHT FIXTURE SHALL BE SFI IN
OTHERWISE NOTED.
HAND - OPERATED SINGLE DRUM "BRAT: ROLLER (SUCH As BoMAG IiW 550L ANY SOFT AREAS 4 ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS AND
THAT ARE ENCOUNTERED SHOULD BE REMOVED AND REPLACED WITH A WELL- GRADED GRANULAR FLOOD LDFR OPERATED BY MOTION SEN50R. ALL PROPOSED LILNFING 6
6. REINFORCING STEEL SWILL BE ACCURATETY PLACED AND ADEQUATELY SECURED II POSITION. LOCATION OF FRI. AND COMPACTED AS STATED ABOVE. A -6 FOR TEMPORARTY MAINTENANCE AND SECURITY USE ONLY
REINFORCEMENT SHALL BE INDICATED ON 7HE DRAWINGS. CONCRETE COVER SHALL BE 3' MINIMUM. COMPACTION EQUIPMENT: 18' x 18' TELCO NEMA 3R LIGHTS TO BE MOUNTED AT THE UTU Y FRAME OPPOSITE OF
7. TOP OF FOUNDATION TO FIVE A 'BRUSH FINISH'. HAW OPERATED DOLKE Daunt, VIBRATORY MME& VOM70FZY PLATE COMPACTOR OR ,x� A K COMPACIM ENCLOSURE W/ T1 SURGE EQUIPMENT CABINETS. AIM LIGHTS AT CABINETS,
8. EXPOSED FINISHED SURFACE IS NOT TO HOLD WATER SOIL COMPACTION NOTES FOR SLAB ON GRADE ARRESTORS (TRANSTECTOR TSI -X6
OR EQUAL) AND GROUND BAR 3' GALVANIZED
9. ALL SURFACES ARE TO BE CLEANED OF ANY RESIDUAL. CONCRETE FROM SPLASHING OR SPILLS. (MIN. 1/4' x V x 51 PPE POST W/
4' THICK LAYER OF 3/4' D0.
6' -0' CAPPED ENDS
CRUSHED STONE BASE ON FRONT GENERATOR PLUG
3/4- CHA IFER 18' -0' UNDISTURBED EARTH. FINAL GRADE
SLOPE AWAY FROM CONCRETE
PROPOSED AT&T METER
BANK SQUARE b' MODEL
- UF4R23ED OR EQUAL 0 MAIN ❑ POWER CABINET
_ PROPOSED AT&T 200A 240V, 1
I LOAD CENTER WITH FEED
1' 7HRU LUGS SQUARE b'
I � jQ0181611200FTR6 0
THE 'UNDISTURBED SOL' BASE 2' PVC TELCO
SWAL BE COMPACTED WITH A HAND EXCAVATE AS REWIRED TO
V DPERATED DOUBLE DRUM, VIBRATORY REMOVE VEGETATION R 70P SOIL, CONDUIT TO GSM CABINET 2' PVC TO
ROLLER, VIBRATORY PULE EXPOSE UNDISTURBED NATURAL 3' PVC TOM GENERATOR
COMPACTOR OR JUMPING JACK SUB GRADE PLACE A MINIMUM OF EXISTING UNDISTURBED VIRGIN CONDUIT W/ PIAlWlfif POWER
O1 COMPACTOR 70 AT LEAST 90% 4' GRAVEL GRAVEL SHALL PASS A SOIL OR COMPACTED FILL GRADE Comm TO
I MODIFIED PROCTOR MMOMUM DENSITY ONE INCH SLUE GSM CABINET
PER ASTM D 1557 METFIOD C.
II
I SECTION 1 -t i I #2 AWG CU (TYPE
I o TERN /RRWN) GROUND
CONCREFE I I I
FOUNDATION (TYP) I I I N 1' PVC
r� 7� I I
n II II
u
c
J
0
4'0 PVC TO POWER SOURCE
6' FOUNDATION SLAB REIW. WITH (OR AS INSTRUCTED BY
M- j4 012' OR WELD WIRE FABRIC POWER COMPANY)
F WWF 6X6 -DB/DB
8 0 1 1
0
N
I
h
C
O
O
oT
M
i0
a
N OUTLINE MR GENERATOR H —FRAME DETAI 2
(3' X 10' -41
A -2
EQUIPMENT FOUNDATION DETAILS 1
C SCALE: N.T.S. A-2 TH
Age:=& 3 zg� 3
u
5M CODA a PLR, WE 101 SITE NAME: SPRINGDALE DR ; Ul' � AILL ARCHITECTS � VA
IVW M2UM WA =41-M SITE NO.: CV333A at &t
-M 0 03 -13-oD FIML coNSTRUCrroN DRAWINGS AWS cow UNDATION DETAILS do EQUIPMENT SPECS
architects ► m-a CORNER OF HUNT CLUB DR dG KESWICK RD A 01 -10-OY PREINWW" CONSTRUCTION DRAWNNGS cww c ow BMO KESWICK, VA 22947 umTn "�A 1
z;l e n g 1 n e e C S �ID1 RDb W111E NO. DATE REVISIONS �, CHK /�• DRAWING NUMBER REV
GDI AUDI VA 21010 -sCALE AS SHOWN DESIONED B. WW DRAWN GMw ' CV333A-A -2 0
A3a '`3
ICE BROGE FIELD VERIFY 3`y�° �`Jl /6•
-0 RBS 2106/3106
2 �
�
� E
CABLE UDDER EP=R0P0S:EDMETA]Lr (FRONT) �
0
1 3/4" 47 5/B" 1 3/4"
HALE BASE FRAME FOOTPRINT (BOTTOM)
DO NOT EXCEED
BTS CABINET 4'-0" BENDING RADIUS *�3 NOTE THE RBS 3106 CABINET 5 THE SAME AS THE GSM RBS 2106. TRANWISSON (REF. PRODUCT DESCRIPTION 22101 -FGC 101 749 Uen Rev A)
TV LIMITS (18' -24' 316• 3 .v �,
MASTER GROUND
BAR DRIP LOOP) 3A
18' -T x 10' -0' MOUNTING
CONCRETE PAD 6" BASE
nNISM GRADE
NJ
1FiCK
JUMPER
� I
Y
ERISSON RBS 2106/3106 MINIMUM CLEARANCES
DIRECTION
MINIMUM CLEARANCE
CABINET FRONT
55'
CABINET REAR
2'
CABINET LEFT
0'
(3' MIN. FOR 135 DOOR SWING)
CABINET RIM
0•
ABOVE THE CIBIIET
-
CABINET S I 1
A -3
EQUIPMENT DESIGN AND INSTALLATION DETAILS/"3
J
A -3
!2
CABLE
ro
LADDER
o
COAX
RF NOTES:
I
°
NDING
I. ACIUAL LENGTHS SHALL BE DETERMINED PER SITE CONDITION BY
9. DELETFA
a
KB
SUBCONTACfORS.
14. APPROVED GROUNDING IRS, WHICH INCLUDE GROUNDING SITAPS,
0
2. THE DESIGN IS BASED ON RF DATA SHEETS, SIGNED AND APPROVED.
10. 7/16 DIN CONNECTORS REQUIRE NO WEATHER PROOFING IN INDOOR
SWILL BE USED TO GROUND THE COAXAL CABLE SHIELDS, AND
CONDUITS. THE GROUND CONDUCTORS FOR THE KITS AT THE TOP OF
v
3 RADA SIGNAL CABLE AND RACEWAY SHALL COMPLY WITH THE
APPLICATIONS, IN OUTDOOR APPLICATIONS WEATHER PROOFING 6
REWRED AND THE FOLLOWING PROCEDURE SHOULD BE FOLLOWED:
THE TOWER, AND IN THE MIDDLE SECTION OF THE TOWER, ARE BONDED
DIRECTLY TO TOWER OR USING EXOTHERMIC, BOLTED, OR APPROVED
REGUREMENFS OF THE NATIONAL ELECTRICAL CODE (NEC, NFPA 70).
APPLY A 'COURTESY WRAP OF ONE LAYER OF 7MA THICK VIM
CLAMP CONNECTIONS.
MPQt
BLS CABINET
CHAPTER &
4. ALL SPECIFIED MATERIAL FOR EACH LOCATIONS (E.G., OUTDOORS,
ELECTRICAL TAPE EXTENDING APPROXIMATELY TWO (2) RICH ON EACH
SIDE OF THE COAX CABLE/ CONNECTOR JUNCTURE.
15. ALL RADIO SIGNAL CABLE SHALL BE LABELED PER MARKET
REWIREMENTS.
S
GROUND BAR DIPLEXER
INDOORS -00 UPIED. INDOORS - UNOCCUPIED, OLENUMS, RISER SWIFTS,
EEC.) SMALL ROVED
BE APP. LISTED, OR LABELED AS REQUIRED BY THE
USING WEATHERPROOFING KR APPROVED BY CABLE MANUFACTURER AND
CONTRACFOR, START TAPE APPROXIMATELY 5 INCHES FROM THE
16 DELETED
(MOUNT 80.CriV
NEC.
CONECTOR AND WRAP 2 RICHES TOWARD THE CONNECTOR. THEN
DIPI.D(ER)
5. FOLLOW THE TECWJ L GUIDELINE FOR OUTSIDE ANTENNA JUMPER
REVERSE THE TAPE SO %7 THE STICKY SIDE 5 U'. TAPE VAR THE
17. DELETED
b
SUPPORT ( 24782- 3DJ -GE)C- 00001). FLARDUIE CABLE SHALL BE
SUPPORTED REQUIRED
CONNECTOR OR SURGE ARRESTOR UNTI; THREE (3) TO FOUR (4) INCHIES
DOWN THE CONNECTOR AND REVERSE AGAIN THE SIDE
18, MHA,/1MA'S TO BE INSTALLED AT TOWER TOP, SHALL BE SUPPLED
0
AS BY THIS MANUFACNRER BUT AT A MINIMUM OF
EVERY THREE (3) FEET, EXCEPT INSIDE MONOPOLES OR LATTICE TOWERS
UTTH
AC
DOWN FOR ANOIFIER IK3N OR MIND. ADD THE BUTYL BER AND FINISH
RUBBER A
WITH A FINAL LAYER OF TAPE COLD SHRIMC IS STRICTLY PROHIB U
TO THE SUBCONTRACTOR (WHERE REQUIRED) AND INSTALLED BY THE
SUBCONTRIICTOR. THE GROUND CONDUCLORS OF THE TWA MAY BE
WHERE CABLE AND CONNECTOR MANUFACIURER'S RECOMMENDATIONS
BONDED DIRECTLY TO THE TOWER STEEL USING EXOTHERMIC. BOLTED, OR
N
JUMPER
SHALL BE FOLLOWED. MANUFACTURER RECOMMENDED CABLE SUPPORT
11. DELETED
APPROVED CLAMP CONNECTIONS, EXOTHERMIC WELDS SMALL BE
(FEED VERIFY
ES STALL BE USED
POWTED ON TOWERS ONLY MATH THE EXPRESS APPROVAL OF THE
LENGTH)
LENGTH
THE OUTDOOR CABLE SUPPORT SYSTEM SHALL BE PROVIDED WITH AN
12.
12. ANTENNAS SMALL BE PAINTED. WHEN REQUIRED, BY THE LANDLORD
OR AUTHORITY LAVING JURISDICTION IN ACCORDANCE WITH ANTENNA
TOWER MANUFACTURER OR THE CONTRACTORS STRUCTURAL ENGINEER.
c
'
ICE SHIELD TO SUPPORT AND PROTECT ANTENNA CABLE RUNS.
MANUFACTURERS, SURFACE PREPARATION AND PAINTING REQUIREMENTS.
19. ANTENNA FEED LINE SYSTEM SWEEP TESTING WALL BE PERFORMED
AND REPORTED IN
_
^: ''•:
`;.,:
7. DRIP LOOPS SHALL BE REWIRED ON ALL OUTSIDE CABLES, CABLES
13. CABLE SHIELDS, AND TOWER CONDUITS SKI BE GROUNDED AT THE
TOP OF THE
ACCORDANCE WITH THE REQUIREMENTS OF AT &T -GSM
SERVICES PROJECT DOCUMENT NO. 24782 - DOD- 3PS -EFYO- 00001.
CONTRACTOR WILL NOT ACCEPT A RADIO
}
..•`" r '',.:: ,.
SHALL BE SLOPED AWAY FROM THE BUILDING OR OUTDOOR BTS CABINETS
TOWER. WITHIN 10 FEET OF THEIR CONNECTORS, AND AT
SIGNAL CABLE WALLATION WITH
/ /
TO PREVENT WATER FROM ENTERING THROUGH THE COAXAL CABLE PORT.
THE BOTTOM OF THE TOWER ABOUT 6 INCHES BEFORE THEY TURN
TN" THE FACILITY, THEY SHALL BE GROUNDED AT THE MIDPOINT OF
UNSATISFACTORY SWEEP RESULTS.
w
8. ALL FEEDER UNE AND JUMPER CONNECTORS FOR AT&T GSM SMALL
TOWERS THAT ARE BETWEEN 100 FEET AND 200 FEET HIGH, AND AT
0
BE AT &T APPROVED 7/16 DIN CABLE CONNECTORS THAT MEET P68
INTERVALS OF 100 FEET OR LESS ON TOWERS THAT ARE HIGHER TWIN
eD
STANDARDS.
200 FEET.
CABLE TRANSITION TO C T 2
cn
A-3
1Zi OF
Yf
SITE NAME: SPRINGDALE DR
3
2
HITECTS ENGINEERS
L'HR: 0PaR D. S CHURCH, VA
t«1iN W s1011: o SITE NO • CV333A
FADS au4 M 21041
1 04 -28-00 METAL POLE DR CDM
MOPJN
C
N
-20N ��
lFl: Al -IpOp
arch i t e c c s FA>t m�too CORNER OF HUNT CLUB OR rk KESM�CI( RD
at8C•t
0 03 -13 -OD FINIAL OONSTRUC7pN pRAM11NC5 MAWS C:DM
VBKC
No. 032984 UIPIrIENT SPECS
KESWICK, VA 22947
A 01 -15-00 PREUMNARY CONSTRUC M DRAWINGS GMW CDM
SMO �V . _ 09
c
e n g i n e e r s
an �� �
� �� � BY � � f�L �G D"W NUM
SCALE: AS SHOWN DESKM IL QUINN DRAWN ON 0
CV333A— A -3 1
BBU 9500
RBS 2106 RF CONNECTION BOX
CABINET FRONT (COVER REMOVED)
CABLE FITTING
1
2 AWG TINNED SOLID
COPPER EARTHING CABLE
TO Gm INSTALLATION FRAME
RING
H1ATION FRAME
BASE FRAME 9250
AC CONK
BOX WALL
TO INSTALLATION
FRAME ,
TO BBU
9500 FRAME
TO BASE BASE FRAME
FRAME / 9250
\ TO GND RANG
` THROUGH CABLE
LEAD-IN BLOCK
�.� IN BBU 9500
2 AWG TINNED
d'p • SOLD COPPER
TO GROUND RING
6 AWG STRANDED COPPER.
GREEN INSULATION
FARTHING CABLE TO
EATING BOLT
TO GND -
'C' COMPRESSION
CONNECTOR BURIDY
YGHP2C6W6W OR
APPROVED EOUA.
TOOTHED PLATE CONNECTOR
—CABLE LUG
NUT
/ STAR WASHER
—6 AWG STRANDED COPPER,
GREEN INSULATION
ERICCSON RBS 2106W/ BBU
9500 EARTHING CONNECTION
A-4
ANC 5w SITE NAME: SPRINGDALE DR
AF
mm m sm w1 SITE NO.: CV333A
FAILS CIUIM M 22011 -2161
M-. VI -1111
arc h i t e c t s TA>r pi-m CORNER OF HUNT CLUB DR 1TL KESWICK RD
KESWICK, VA 22947
e n g i n e e r s
at &t Ism
umm 4101 0011 IIOAD. SUITE' 300
ca &M M 2]010
PROPOSED LIGHTNING
ROD 24' X I'0 MAX
PROPOSED AT &T 89'
METAL POLE
TOP OF POLE ,l
ELEV. 531.5' AMSL�
rn
- REFERENCE TREE
TREE HEIGHT DIAGRAM
SCALE: NTS A -4
04 -28-09 POLE HEIGHT
03 -13-09 FINAL COHSIRUC110N DRAWINGS
01 -15-09 PRELuNARY CONSTRUCTION DRw*M
DATE REVISIONS
E AS SHM DESIGNED B. QUINN
OF
GROUND 0 TOWER A
1219 - 441.6_ i
i ELEV. 442.5 AMSL Q
CHRISTOPHER D.
FAILS CHURCH, VA
j238 - 435.01
L -J 1237 - 440.8'
1213 - 437.4'
1235 - 446.3' - Retewpee Tree
1214 - 440.3'
1234 - 446.1'
1218 - 441.1'
1236 - 445.6'
1215 - 441.4'
1231 - 441.3'
1217 - 441.3'
1233 - 442.4'
1216 - 440.9'
#232 - 4411
TREE HEIGHT DIAGRAM
SCALE: NTS A -4
04 -28-09 POLE HEIGHT
03 -13-09 FINAL COHSIRUC110N DRAWINGS
01 -15-09 PRELuNARY CONSTRUCTION DRw*M
DATE REVISIONS
E AS SHM DESIGNED B. QUINN
OF
9 0,-� =�
BC ARCHITECTS ENGINEERS
CHRISTOPHER D.
FAILS CHURCH, VA
R cow
MORIN
vs CDM
No. 032984
EQUIPMENT SPECS do TREE HEIGHTS
Mw CON
BIND
DRAINING NUMBER
Y CHK
AP"
• . • • • •
CV333A— A -4
cmw
PROPOSED ANTENNA
MOUTHING PIPE BY
MICRORECT
PROPOSED BROWN
METAL POLE 2' MAX.
NOTE
THE DISTANCE FROM THE OUTSIDE
FACE OF THE POLE TO THE OUTSIDE FENCINC AND ARMORING
ANTENNA TOWER BASE FACE OF THE PANEL ANTENNA SHALL
4 NOT IXCE1D 12 INCHES A INV
'I►
PRODUCT
pOIE
-
o
D
0
NUMBER
82592
� �T
DIAGEIER
1 -2
ANTENNA SEE
SCNEDULE
nu
1I 1 141 i I I,
n _� • L I
82593
2 _3
mw
82608
Mum TRI- BRACKET
4 75
c
PRODUCT
pOIE
-
o
D
0
NUMBER
82592
DESCIWTION
LNANiRSAI TRI- BRACKET
DIAGEIER
1 -2
ANTENNA SEE
SCNEDULE
nu
1I 1 141 i I I,
n _� • L I
82593
2 _3
mw
82608
Mum TRI- BRACKET
4 75
N � _
01 � Of
0
J
3
O
K
F
� MK2tOFLECT UIiYERSAI 10" � II
�- TRI- BRACKET PART AND w
WSECTOR ADAPTER KR 1.88"
ANTENNA. SEE FINAL RF IB1865 OR EOUAL *� �/I
8 BUIDINC � m w CORRECT TRUNK ARMORING
I ON
CORRECT DNETSION
N
c 1271" ° TRIANGULAR BOARD FENCE
c
p BOTTOM
} TREE PROTECTION DETAIL 5
a SCALE: N.T.S. A-5
0
ELEVATION OF ANTENNAS (a) ANTENNA DETAIL +
TH or SCALE: NTS A -5 SCALE: N.T.S. A -5
0
� 3 BC ARCHITECT'S ENGINEERS
W=IL '' SITE NAME: SPRINGDALE DR cxxz Mom D. FANS CHURCH, VA
at &t D3- FIN<A< °�
AU %2 SITE NO.: CV333A D -17 -00 DRAWINGS AWS �+ r,o. 032984 DETAILS
10.: At -m A 01 -1'S —OTT PREUMNARY CONSIRUCTKMJ DRAWWM GMW COM Bmo + S I �l1 DRAMANO NUMBER REV
architects ��0° CORNER HUNT
KESWICK, CLUB VA 22947 CUM RD ueDllr nA1a , i �+7 . .
1NI COIL ROW. sn 700 N0. DATE REVISIONS BY CHK APP'D 1��. �Ti
e n g i n e e r s a1N �� a7oeo SCALE: AS SHOWN DESIGNED IL QUM DRAWN Ch CV333A- A -5 1
97
NEW TOP JUMPER
CABLE (TYP) —
GROUND BAR (1
EACH SECTOR
NEAR ANTENNAS)
GROUND KIT (1
EACH SECTOR) -
NEW COAXIAL
CABLE (TYP)—
GROUND BAR
(BOTTOM OF
c GMA 03 SEC
j 19001 -F M.)
° COIL GROUND ON CABAR
NTED
c MOUN
U
NEW JUMPERS (ROA M
BY MCHTEL, BI1f LEFT
DISCONNECTED
V
Tx1
RxI w IERI SSON
tAN 2106 GSwI
I I L W/ LMU
NEW ANTENNA
ITEM
REM DESCRIPTION
GSM SIZE /PART NO.
NO.
(ANDREW)
ANTENNA (SEE NOTE 2 B 3)
ADFD182D9090B -XDM
AS -BLNLT SERIAL j
MEOW" DOWN TILT
O', 0•, or
1
ELECTRICAL DOWNRLT
7, 7, 4'
2
ANTENNA IO�R
LENGMI
1/2' LDF4P (6 FEET)
2A
ATIACHIED DIN
INCLUDED W/REM 12
ECMALE
3
MAN COAX
1 5/8'0 AVA7 -5D
4
UNATTACHED FEMALE DIN
L5PDF -RPC
CONNECTOR
4A
EQUIPMENT
1/2' SF (6 FEET)
)JUMPER
mm.
1. ALL MATERIALS ON THE ABOVE TABLE SHA l BE PROVIDED BY THE CONTRACTOR
TO THE SUBCONTRACTOR FOR INSTALLATION.
2. SUBCONTRACTOR SWILL AS -BUILT CABLE LENGTHS AND PROVIDE ANTENNA SERIAL
NUMBERS ON RED -LIED DRAWINGS.
3. ANTENNAS SILALL BE PROCURED AND INSIALLED WITH DOWTILT BRACKETS AND
NOW DUTY CLAPS SUPPLIED BY ANTE" MANUFACTURER
4. FOLLOW DETAIL 636 FOR CNGUTAR COAX COLOR CODING.
5. COAX GROUND IGTS, COAX WEATHER PROOFING, SNAP -IN HANGER CLAPS AND
HDNSITNG GRIPS SHALL BE PROVIDED BY THE CONTRACTOR TO THE
SUBCONTRACTOR FOR INSTALLATION.
TERMINATION KITS (TYP. OF
ABOVE GROUND
BEiNILEN CABINETS
0 1 — ANTENNA PER SECTOR CONFIGURATION
in
SCALE: N.T.S. A -6
NOTES. 1. DEPTH V WILL BE MINIMUM OF 36' FROM FINISH
STONE GRADE OR DEEPER BASED UPON NATIONAL
ELECTRICAL CODE, UTILITY REQUIREMENTS OR STATE
AND LOCAL CODES.
2. PEA STONE. RED - COLORED TOP, MAY BE USED N
PLACE OF COMPACTED SAND.
FINISHED GRADE, OR GROUND
COVER MATCH SLOPE AND
THICKNESS OF EDSTNG TRENCH
UNDISRIRBED W
AUTNNARY TAPE
ACTED BACKFILL
o W/ SATISFACTORY NATNE OR
IMPORTED SOIL
to a
<C: COMPACTED SAD
(SEE NOTE 2)
a
COMPACTED SAND BED
(SEE NOTE 2)
CONDUITS FOR
TELEPHONE, ELECTRICAL,
WHERE APPLICABLE • -
6' (MIN)
—(TIP)
• CONDUIT SRE TYPE. QUANTITY AND SEPARATION
DIMENSION TO BE VERIFIED WITH LOCAL UTILRY
COMPANY REQUREMENIS
DIRECT BURIED CONDUITt/2�
SCALE: N.T.S. A-6
H -FRAME
FROM 1/2'
STRAP TO POLE
0 4' C.C.
7a
•r' r
ru
:r r• r
..r•r m
♦• r
SCH. 40 M
SCH. 40 PVC
CONDUIT
UNDERGROUND CONDUIT STUB—UP(2)
SCALE: N.T.S. M6
THE PROPOSED LIGHT FD(nK SHALL
BE SHIELDED IN ACCORDANCE WITH
ALBIEAIAIU COUNTY REQUIREMENTS
AND OPERATED BY MOTION SENSOR.
ALL PROPOSED LIGHTING IS FOR
TEMPORARTY MANTENANM AND
SECURITY USE ONLY
LIGHTS TO BE MOUNTED AT UTILITY
FRAME OPPOSITE OF EQUIPMENT
CABINETS. AIM LIGHTS AT CABINETS
FLOODLIGHT (DUAL HEAD
HALOGEN /QUARTZ)
FLOODLIGHT MOUNT
(SEE MFR SPECS FOR
SPECFIC POLE MOUNT)
FLOOD LIGHT DETAILr�
N.T.S. A -6
OF
AEL—AW SITE NAME: 2 `cIMsrOPH�ERR D. a1S"�URCH,VA
SPRINGDALE DR �0,,,
t« T SITE NO • C1I333A a't &'t '
FADS CHURLS, M n%l -nU •• 0 03 -13-09 FINAL CONSTRUCTION ONANANGS Aws CDAI ANTENNA DETAILS
m"Q00° A 01 -15-09 PREUMNARY CDNSrRUC ION DRARN65 ow COM BMo Zo. 032984
�o a r c h i t e c t s rAt Nat-= CORNER OF HUNT CLUB DR do KESIMICK RD Lretlrr T� 1 1 O KESWICK, VA 22947 4�1= IOA9. SIME 3W N0. DATE REVISIONS Br CHIC APO' �'� NUMTNR REv
e n g i n e e r s °D1 "'�'A 2M SCALE: AS WOWN DM1pNM N. Qum owuwN �, NAL CV333A— A -6 0
NOTES:
1. SECTOR ORIENTATION /AZIMUTH WILL VARY FROM REGION TO REGION
AND IS SITE SPECIFIC. REFER TO RF REPORT FOR EACH SITE TO
DETERMINE THE ANTENNA LOCATION AND FUNCTION OF EACH TOWER
SECTOR FACE.
2. THE STANDARD IS BASED ON EIGHT COLORED TAPES —RED, BLUE,
GREEN, YELLOW ORANGE, BROWN, WHITE, AND SLATE(GREY). THESE
TAPES SHOULD BE READILY AVAILABLE TO THE ELECTRICIAN OR
CONTRACTOR ON SITE.
3. USING COLOR BANDS ON THE CABLES, MARK ALL RF CABLE BY
SECTOR AND CABLE NUMBER AS SHOWN ON 'CABLE MARKING COLOR
CONVENTION TABLE'.
4. ALL COLOR CODE TAPE SHALL BE 3M -35 AND SHALL BE INSTALLED
USING A MINIMUM OF (3) WRAPS OF TAPE AND SWILL BE NEATLY
TRIMMED AND SMOOTHED OUT SO AS TO AVOID UNRAVELING.
5. ALL COLOR BANDS INSTALLED AT THE TOWER TOP SHALL BE A
MINIMUM OF 3' WIDE AND SHALL HAVE A MINIMUM OF 3/4" OF SPACING
BETWEEN EACH COLOR.
6. ALL COLOR BANDS INSTALLED AT OR NEAR THE GROUND SHALL BE
A MINIMUM OF 3/4" WIDE.
7. ALL COLOR CODES SWILL BE INSTALLED SO AS TO ALIGN NEATLY
WITH ONE ANOTHER FROM SIDE —TO —SIDE.
CABLE MARKING COLOR TABLE
GAMMA, C. OR Z
CABLE
CABLE
CABLE
CABLE
Al TNRU A10
Al
A2
A3
A4
SECTOR
1
RF CABLES
ADFD182090908 —XDM
B1 THRU 910
ALPHA, A. X
1 GREEN
2 GREEN
3 GREEN
4 GREEN
CABLE DEFINITION
CABLE
CABLE
CABLE
CABLE
B1
82
B3
B4
SECTOR
ENTERING THE BTS OR TRANSMITTER BUILDING.
3.
100'
15/8"
BETA, B. Y
1 BLUE
2 BLUE
3 BLUE
4 BLUE
81
CABLE
CABLE
CABLE
CABLE
p•
C1
C2
C3
C4
SECTOR
1 5/8'
BLUE
GAMMA, C. Z
WITH (1) SET OF 3/4" WIDE BANDS ON EACH EN
1 WHITE
2 WHITE
3 WHITE
4 WHITE
Al
GAMMA, C. OR Z
ALPHA. A. OR X
RF CABLES
RF CABLES
C1 THRU CID
Al TNRU A10
AS REWD
AS FEWD
Cl .0
B7
BETA, B, OR Y
1
RF CABLES
ADFD182090908 —XDM
B1 THRU 910
80'
AS REWD
0'
ANTENNA SECTOR
AND
CABLE DEFINITION
GREEN
r AP. ,. .
a r c h i t e c t s
e n g i n e e r s
COLORED TAPE
(SEE TABLE)
ANTENNA SIDE CABLES
SECTORS
A B C
RADIO SIDE CABLES
SECTORS
A B
CH1 CH2 CH3
ANTENNA
"DIVERSITY" GMA
BTS
CHI CH2 CH3,
SECTOR
ANTENNA
COAXIAL LADDER ASSIGNMENT
6x6 STACKED APPLICATION
LEFT TO RIGHT FLING LADDER (1ST LAYER AGAINST LADDER) 1 TOP JUMPER CABLE (TYP)
8 81 O W1 W2 W3 W4
LEFT TO RIGHT FACING LADDER (OUTSIDE LAYER) JUMPER CABLE (TYP)
0 G2 G3 G4 O 64 2
COAX ORIENTATION ON TRAPEZE MAIN COAX (TYP)
VIEW FACING TOWER
G1 G2 G3 8- 3
61 82 O 8- SURGE
� ARRESTOR
WI C• J W3 W4 4 (TYP)
COAXIAL LADDER ASSIGNMENT GMA WHERE REO'D
NOT STACKED APPLICATION
(SINGLE ROW) BOTTOM JUMPER CABLE (TYP)
LEFT TO RIGHT (FACING TOWER)
08 Wi G2 62 OOO W3 G4 84 W4
ANTENNA AND COAX CABLE SCHEDULE
SECTOR
ANTENNA
ANTENNA
AZIMUTH
RADIUS
T
MECHANICAL T
A
TYPE
AL
CABLE LENGTH
AXIAL
DIAMETER
A
OR
1
Al
ADFD182090908 —XDM
30'
80'
2'
0'
3 SEC 1900E —F
100•
1 5/8"
GREEN
100'
1 5/8"
GREEN
3/4" WIDE COLOR BANDS JUST PRIOR TO
ENTERING THE BTS OR TRANSMITTER BUILDING.
3.
100'
15/8"
GREEN
100'
15/8"
GREEN
2
81
ADFD182090900—XDM
150'
gp•
2•
p•
3 SEC 1900E —F
100'
8
1 5/8-
BLUE
100'
1 5/8'
BLUE
ALL BOTTOM JUMPERS SHALL BE COLOR CODED
WITH (1) SET OF 3/4" WIDE BANDS ON EACH EN
100'
1 5/8"
BLUE
100'
1 5/8'
BLUE
3
C1
ADFD182090908 —XDM
270'
80•
2•
0'
_
100'
1 5/8-
WHITE
100'
1 5/8"
WHITE
_
—
—
—
—
—
—
100'
1 5/8"
WHITE
100'
1 5/8"
WHITE
SITE NAME: SPRINGDALE DR
an CmLaw
A S; SITE NO.: CV333A
V m-M
FAX 0-M CORNER OF HUNT CLUB DR do KESWICK RD
KESWICK, VA 22947
ANTENNA COAX DETAILS & NOTES 1
SCALE: N.T.S. A -7
o 4 at &t
II�RIY PIATA 1
WI CM WA SURE 300
0181 A11EK 1N DO
0 03 -13-00 FLAIL CONSTRUCTION DRAWINGS
A 01 -15-OY PREUMNARY CONMVJC11ON DRAWDIGS
NO. I DATE RUMICONS
SCALE: AS SHCOM IDESOM & OUINN
m
BTS
EQUIPMENT
CABLE MARKING LOCATIONS DIAGRAM
ALL RF CABLE SHALL BE MARKED AS PER CABLE MARKING
LOCATIONS TABLE BELOW:
CABLE MARKING LOCATIONS TABLE
NO.
TAPE
I TAG
LOCATIONS
1.
X
MORIN
EACH TOP — JUMPER SHALL BE COLOR CODED WITH
NO. 032984
ANTENNA DETAILS
9,G
(1) SET OF 3" WIDE BANDS.
�. E�
I owuwNC NUMBER
EACH MAIN COAX SHALL BE COLOR CODED WITH
CV333A- A -7
(1) SET OF 3- WIDE BANDS NEAR THE
2.
X
TOP— JUMPER CONNECTION AND WITH (1) SET OF
3/4" WIDE COLOR BANDS JUST PRIOR TO
ENTERING THE BTS OR TRANSMITTER BUILDING.
3.
X
CABLE ENTRY PORT ON THE INTERIOR OF
THE SHELTER. (IF SHELTER IS USED)
ALL BOTTOM JUMPERS SHALL BE COLOR CODED
4.
X
WITH (1) SET OF 3/4" WIDE BANDS ON EACH END
OF THE 007TOM JUMPER.
5.
ALL BOTTOM JUMPERS SHALL BE COLOR CODED
WITH (1) SET OF 3/4" WIDE BANDS ON EACH EN
OF THE BOTTOM JUMPER.
(• — DENOTES TAG OR TAPE.)
N
THop D
1
BC ARCHITECTS ENGINEERS
CHRISTOPHER D.
FAILS CHURCH, VA
MORIN
NO. 032984
ANTENNA DETAILS
9,G
�. E�
I owuwNC NUMBER
CV333A- A -7
2
A -B
1'x4" VERTICAL
MEMBER (IYP.)
SIMPSO N A35 FRAMNG
ANCHOR (TYP')--.,
2'x4" HORIZONTAL
LIMBER (TYP.)
470' WOOD POST
(M.) (USE 6x6 0
FENCE CORNERS
& GATE POSTS)—
r
PROPOSED AT &T 12'
ACCESS GATE
A -8
PROPOSED AT &T
18'x30' LEASE AREA
PROPOSED AT &T 15'x30' WOOD
FENCE (PNNTED BROWN) —
I
I 1
I I
I I
I I
I
I I
1 1
I I
I I
I I
I I
I 1
C . 0
O 0
0 0
PROPOSED AT &T WOOD FENCE
WOOD FENCE PLAN 1 ATTACHED POST
SCALE: 1 " -5' 11x17 A -8
SCALE: 1' =2.5' 24x36
30' -0"
9' -10' 9' -10" 9'-10"
CONCRETE
N
FOUNDATION
SECTION A -A
0
2
1
0
DR CDM
HRICSTOPHER D.
MORIN
BC ARCHITECTS ENGINEERS
FALLS CHURCH, VA
0
at &t
COX LOW Rm 1
QDI K" VA MM
0 03 -13-00 FINAL coucrloN oRAwIFNCS
A 01 -16-09 PRELIMNAR,Y CONSTRUCTION DRAWINGS
NO. DATE RMAONS
SCALE: AS SHOWN DESIGNED a QUINN
Aws coM
am will
BY CWC APP'
DRAWN GMW _
m
a r c h i t e c t s
N
VY333A— A -8
0
e n g i n e e r s
FENCE SECTION DETAIL 3
SCALE: 3/16--i-o- 11x17 M8
SCALE: 3/32' -1' -0' 2406
SITE NAME: SPRINGDALE DR
rW IA M SITE NO.: CV333A
AL 4a1-m
FAX m-m CORNER OF HUNT CLUB DR & KESWICK RD
KESWICK, VA 22947
'. ALL LUMBER SHALL BE PRESSURE TREATED.
2. ALL NAILS SHALL BE 18 PENNYWEIGHT COMMON WIRE NAILS,
3. NAL 10 VERTICAL MEMBERS AT EACH GIRT.
4. FENCE TO BE PANTED SW j6040 JAVA BROWN
12' -0' WIDE
DOABLE GATE
1 -3' 6'-0" 6' -0"
LATCH
AND LDCK
USE AMERISTAR
T -HINGE OR
APPROVED EQUAL (TYP.)
1' -3"
WOOD FENCE
CONTINUATION AT
ICEBRIDE (M.) -
i
GATE ELEVATION 2
SCALES 16' -1 -0 11x17 A-g
SCALE: 3/32' =1' -0" 24x36
B
)ICEBRIDGE (TV.)
10 PT VERTICAL
"m MEMBERS
PANTED BROWN
H'Dc4 HORIZONTAL
FRAMING - U -BOLT
Q ICEBRIDGE
POSTS (TYP.)
1COUNTERSNK
BOLTS WITHIN
MOOD FENCING
(IV.) --\
Z IIII IIII
� IIII 1111
h
ui IIII
SECTION B-B
SWAL TO CNNR1' RUN -OFF
AS REQUIRED. VERIFY WITH
VERFY FINISHED MATERIAL PRIOR TO BID
REQUIREMENTS WITH
OR67RUCIKIN MANAGER 10' -0"
PRIOR TO BID
DOSIING GRADE 1 1/2' PER 6' OF SLOPE { 4 " -6" CRUSHER RUN 1 112' PER 6' OF
— SLOPE
EARTH WORK SI E)GR DE COMPACTION & SET EcT UL AR FILL�- GEOTEXTILE NOT REQUIRED LIN ESS
WET CONDITIONS EXIST
QA CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARNG & GRUBBING THE CONSTRUCTION SHE AND
ROADWAY AREAS. THE CONTRACTOR SHALL COMPLY WITH THE RECOLIAENDATIOS CONTAINED WITHIN
THE GEOTECHNI AL REPORT WHEN NECESSARY PREPARED FOR THIS SITE FOR SITE WORK PREPARATION
& FOUNDATION WORK. AS A MINIMUM THE TOP 3' OF GRADE SHALL BE REMOVED. THE EXPOSED
SUBGRADE COMPACTED, GEOTDOILE FABRIC AS REQUIRED FOR UNSTABLE SOIL CONDITION.
(1 ) ALL SELECT GRANULAR FILL SHALL BE COMPACTED TO A 95% COMPACTION AT A MAXIMUM DRY
DENSITY AS DETERMINED BY ASIM D-1557 OR WITHIN PLUS OR MINUS 3% OF OPTIMUM MOISTURE
CONTENT.
ROAD DETAIL 4
SCALE: N.T.S. A -8 �.!.��
.0!:v- tTA op-7%%.
648M
2
1
04 -10-09 C PLAN. ' ICE BRIDGE AND FENCE
DR CDM
HRICSTOPHER D.
MORIN
BC ARCHITECTS ENGINEERS
FALLS CHURCH, VA
MOOD FENCE PLAN AND DETAILS
at &t
COX LOW Rm 1
QDI K" VA MM
0 03 -13-00 FINAL coucrloN oRAwIFNCS
A 01 -16-09 PRELIMNAR,Y CONSTRUCTION DRAWINGS
NO. DATE RMAONS
SCALE: AS SHOWN DESIGNED a QUINN
Aws coM
am will
BY CWC APP'
DRAWN GMW _
No. 032984
S (.09
tS'It�AL Cs
&,�;?
.........
oIRyAWNJG NUMBER
VY333A— A -8
SITE WORK GENERAL NOTES: STRUCTURAL STEEL NOTES: GENERAL NOTES
1. THE SUBCONTRACTOR SHALL L CONTACT UTILITY LOCATING SERVICES PRIOR TO 1. ALL SiEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE PROJECT I. FOR THE PURPOSE OF CONSTRUCTION DRAWING. THE FOLLOWING DffINi1pNS WALL APPLY:
THE START OF CONSTRUCTION. SPECIFICATIONS AND IN ACCORDANCE WITH ASTM A36 UNLESS OTHERWISE NOTED.
CONTRACTOR - SAI
2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES 2. ALL WELDING SWILL BE PERFORMED USING E70XX ELECTRODES AND WELDING SWILL SUBMNIRACTOR - GENERAL CONTRACTOR (CONSTRUCTION)
CONFORM TO AM. WHERE FILLET WELD SIZES ARE NOT SHOWN. PROVIDE THE MINIMUM OWNER - AT &T
WHERE ENCOUNTERED IN THE WORK. SHALL BE PROTECTED AT ALL TIMES, AND
WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHAD. BE SIZE PER TABLE JBE N THE ABC 'MANUAL OF STEEL CONSTRUCTION*. PANTED OEM - ORIGINAL EQUIPMENT MANUFACTURE
RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE USED SURFACES SHALL BE TOUCHED UP. 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SWILL VISIT THE CELL SiTE TO
BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR 3. BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE FAMILIARIZE WITH THE EXO NG CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACODMPUSHED AS
UTILITIES. SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING SHOWN ON THE CONSTRUCTION DRAWINGS ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE
(3 /4'X) CONNECTIONS AND SHALL HAVE MINIMUM OF 1W0 BOLTS UNLESS NOTED
CREW. THIS WILL INCLUDE BUT NOT BE LIMITED ISE. ATTENTION OF CONTRACTOR.
TO A) FALL PROTECTION B) OTHERW
CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING & EXCAVATION.
4. NON - STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8' DAA ASTM A 307 3. ALL MATERIALS FURNISHED AND INSl''LLED SHALL BE N STRICT ACCORDANCE WITH ALL APPLICABLE ABBREVIATIONS
3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT BOLTS UNLESS NOTED OTHERWISE. CODES. REGULATIONS, AND ORDINMICES. SUBCONTRACTOR SHILL ISSUE ALL APPROPRIATE NOTICES AND
SPECIFICATIONS. COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS. AND LAWFUL ORDERS OF ANY PUBLIC AGL ABOVE GRADE LEVEL
5. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. BTS BASE TRANSCEIVER STATION
4. IF NECESSARY. RUBBISH, STUMPS, DEBRIS. STICKS, STONES AND OTHER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT. DOWEL OR All WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNOPAL AND UTILITY COMPANY (E) EXISTING
REFUSE SHALL BE REMOVED FROM THE SiTE AND DISPOSED OF LEGALLY. ROD SWILL CONFORM TO MANUFACIIUIVS RECOMMENDATION FOR EMBEDMENT DEPTH OR SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES. ORDINANCES AND APPLICABLE REGULATIONS MIN MINIMUM
AS SHOWN ON THE DRAWNGS. NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR
5. ALL EXISTING INACTIVE SEWER, WATER. GAS, ELECTRIC AND OTHER UTILITIES, APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL INSPECTIONS. REQUIRED BY 4. DRAWINGS PROVIDED HERE ARE NOT TO SCALE AND ARE INTENDED TO SHOW OUTLINE ONLY. N.T.S. NOT TO SCALE
WHICH INTERFERE WiTH THE EXECUTION OF THE WORK, SHALL BE REMOVED GOVERNING CODES, SHALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S
AND /OR CAPPED. PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL MAXIMUM ALLOWABLE LOADS. 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCU DE F OMING MATERIALS, EQUIPMENT, REF REFERENCE
NOT INTERFERE WiTH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE RF RADIO FREQUENCY
OF CONTRACTOR, OWNER AND /OR LOCAL UTIUTIES. 6. ALL EXPANSION/WEDGE ANCHORS SHALL BE STAINLESS STEEL OR HOT DIPPED DRAWINGS, T.B.D. TO BE DETERMINED
GALVANIZED. THE ANCHOR BOLT DOWEL AND ROD SHALL BE STAINLESS STEEL. WITH
6. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING STAINLESS STEEL WASHERS. 6. TIE SUBCONTRACTOR SHWL INSTALL ALL EQUIPMENT AND MATERIALS N ACCORDANCE WITH T.B.R. TO BE RESOLVED
CONSiRUCTION. MANUFACTURERS RECOMMENDATIONS UNLESS SPEWALLY STATED OTHERWISE. TYP TYPICAL
7. 7. F THE SPECIFED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWNGS, THE REQ REQUIRED
THE SUBCONTRACTOR SITE PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR. EGR EQUIPMENT GROUND RING
AT&T SPECIFICATION FOR SITE SIGNAGE.
B. THE SiTE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM 8. SUMTRACTOR SHALL DETERMINE ACTUAL ROUTING OF COMM POWER AND 71 CABLES. GROUNDING AWG AMERICAN WIRE GAUGE
THE BITS EQUIPMENT AND TOWER AREAS.
CABLES AS SHOWN ON THE POWER, GROUNDING MID TEL.CO PLAN DRAWING.
GB MASTER GROUND BUS
9. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMEMS, PAVEIADn CURBS, LANDSCAPING AND M EQUIPMENT GROUND
9. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. STRUCTURES. ANY DAMAGED PART SHALL BE REPAID AT SUBCONTRACTORS EXPENSE TO THE EG FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR SATISFACTION OF OWNER
EMBANKMENT. BCW BARE COPPER WIRE
CONCRETE AND REINFORCING STEEL NOTES' 10• SUBCONTWTDR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL SHAD SMART INTEGRATED ACCESS DEVICE
10. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACIUIY. ANTENNAS REMOVED SHALL BE GEN GENERATOR
UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 1. ALL CONCRETE WORK 9Wl BE N ACCORDANCE WITH THE AG 301, ACI 318, ACI 336, ASTM RETURNED TO THE OWNERS DESIGNATED LOCATION
A184, ASTM A185 AND THE DESIGN AND CONSTRUCTION SPECFirATON FOR GIST -N -PLACE IGR INTERIOR GROUND RING (HALO)
v 11. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT CONCRETE 11. Sl1BCONTRACTOR SWILL LEAVE PREMISES IN CLEAN CONDITION. COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY. SHALL BE GRADED TO A RBS RADIO BASE STATION
10, UNIFORM SLOPE, AND STABAUZED TO PREVENT EROSION. 2• ALL CONCRETE SHALL WIVE A MINIMUM COMPRESSIVE STRENGTH OF 12. CONSTRUCTION SHW.L COMPLY WITH SPECIFiCATON 24762 -OOD- 14PS- "Z- OOOl12. 'GENERAL c���pn� c
0 4000 PSI AT 26 DAYS, UNLESS NOTED OTHERWISE. CONSTRUCTION SERVICES FOR CONSTRUCTION OF AT &T GSM MITES.' SYMBOLS
w 12. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SiTE DURING S G
CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING 3• REINFORCING STEEL SWILL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED SOLID GROUND BUS BAR
CONSTRUCTION. SHALL BE IN CONFORMANCE WITH THE LOCAL JURISDICTION'S OTHERWSE. WELDED WIRE FABRIC SHALL CONDORM TO ASTM A 185 WELDED STEEL WILE S N SOLID NEUTRAL BUS BAR
GUIDEUNES FOR EROSION AND SEDIMENT CONTROL. FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS 'B' AND ALL HOOKS SHALL BE
STANDARD. UNO.
...A il SUPPLEMIENT& GROUND CONDUCTOR
THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE ON PROVIDED FOR REINFORCING STEEL o�0
4. UNLESS SHOWN 01HO M DRAWINGS: 2 -POLE THERMAL-MAGNETIC CIRCUIT BREAKER
0 0
CONCRETE GIST AGAINST EARIH.......3 N. - SINGLE -POLE THERMAL- MAGNETIC
CONCRETE DTOSED TO EARTH OR WEATHER OT o C
CIRCUIT BREAKER
J6 AND J
15 AND SA GERR t W .. .......1 1/2 N. 1. EXCAVATE AS REQUIRED 70 REMOVE VEGETATION t TOPSOIL MOM UNDISTURBED NATURAL SUBGPoADE ALAI a CHEMICAL GROUND ROD
PLACE CRUSHED STDNE AS REQUIRED
OONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT
CASi AIS GROUND GROUND ROD COMFWnON . AND � BY A QUALM �C u SUB AND WALL ........................3/4 IN. CH OR E �ACCEPTABLE. GROUND ROD
W/ INSPECTION WELL
BEAMS AND COLUMNS ...............1 1/2 IN. DISCONNECT SWITCH
c 5. A CHAMFER 3/4' SWILL BE PROVIDED AT ALL EXPOSED EDGES OF 3. AS AN ALTERNATIVE TO INSPECTION AND WRITTEN CIRIFICATON, THE 'UNDISTURBED SOIL' BASE SW41 BE
ACCORDANCE WITH ACI 301 SECTION 4.2.4. �� LINO. N COMPACTED WiTH 'COMPACTION EQUIPMENT', LISTED BELOW, TO AT LEAST 90% MODIFIED PROCTOR MAXIMUM ® METER
a DENSITY PER ASTM D 1557 METHOD C.
6. CDR( E1E/EXPANSION ANCHORS SHALL BE STAINLESS SiEEI. NSTALLATON, SHALL BE PER 4. COMPACTED SUMASE SHALL BE UNFORM & LEVELED. PROVIDE 6' MNNILLI CRUSTED STONE OR GRAVEL M CADWELD TYPE CONNECTION
° MANUFACTURER'S WRITTEN RECOMMENDED PROLEDURE. THE ANCHOR BOLT, DOWEL OR ROD COMPACTED N 3' LIFTS ABOVE COMPACTED SON. GRWEL SHALL BE NATURAL OR CRUSHED WITH 100 X
c SHALL CONFORM TO MMLEACTURERS RECOMMENDAiION FOR ANENT �T}1 d1 AS SHOWN PASSING 1' SLEEVE COMPRESSION TYPE CONNECTION
ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAI. WHEN
DRRNG HOLES N CONCRETE EXPANSION BOLTS SHALL LE PROVIDED BY RAMSET/REDHEAD GROUNDING WIRE
r
EQUAL OR APPROVED COMPACTION EQUIPMENT•
n
LAND OPERATED DOUBLE DRUM. VIBRATORY ROLLER, VIBRATORY PLATE COMPACTOR OR JUMPING COMPACTOR.
n
.r
SOIL COMPACTION NOTES
FOR SLAB ON GRADE
0
o TS P
3 Or
W , BC AFMA aECTS ENGINEERS
SITE NAME: SPRINGDALE DR z CHRI �O P�HNER D. FADS CHURCH, VA
8 A SITE NO.: CV333A at &t 1
TAX 171 -eool o 03-13-00 F*VL CONSTRUCWN DRAW*M AWS CDM No. 032984 NOTES
_� architects FAX �+- CORNER OF HUNT CLUB DR do KESWICK RIO Lm IKAZA I A 01_1s -o0 PREIARM•Y �TRUCWN �NM G, � �
KESM VA 22947 ' q�
c e n g i n e e r s q01 oxl NGAD. SHINE aoD No. DATE REVISIONS BY CHK APP'D s� L G1 ac oRAWOIC NUMBER REV
aNal rNLE►M w a3oe/
SCALE AS SHOWN DESIGNED B. QMNN DRAWN QMW CV333A- A -9 0
a r c h i t e c i s
e n g i n e e r s
PROJECT NARRATIVE
1. PROJECT NARRATIVE:
THIS PROJECT WILL INSTALL ON 10'QA:TELECOMMUNICAnONS RETE SLAB WITH EQUIPMENT CABINETS AND ONE METAL
POLE 9' -2' ABOVE REFERENCE TRE FACILITY. ASSOCIATED POWER AND
TELEPHONE CIRCUITS WILL BE ADDED WITHIN THE SITE. THE ESTIMATED DISTURBED AREA - 1= SF
2. EXISTING SITE CONDITIONS:
THE SITE CONSISTS OF SLOPING WOODED LAND.
3. ADJACENT AREAS:
ADJACENT AREAS CONSIST OF RURAL AREAS.
4. OFF -SfTE AREAS:
NO OFF -SITE AREAS WILL BE USED.
5. SOILS:
SOILS INFORMATION WILL BE DEVELOPED DURING FOUNDATION DESIGN.
6. CRITICAL AREAS:
THE SITE SLOPES DOWN TO THE SOUTHEAST. IT IS HEAVILY WOODED WITH GOOD GROUND COVER.
THERE ARE NO CRITICAL. STEEP SLOPES.
7. EROSION AND SEDIMENT CONTROL MEASURE:
A SILT FENCE WILL BE THE PRINCIPAL E&SC MEASURE ON THE SITE. OTHER MEASURES MAY BE TAKEN
BY THE CONTRACTOR OR DIRECTED BY ALBEMARLE COUNTY IF UNFORSEEN CONDITIONS DEVELOP.
A. CONSTRUCTION PRACTICES
SILT FENCE BARRIER - 3.05
SILT FENCE BARRIERS SHALL BE INSTALLED DOWN SLOPE OF AREAS WITH MINIMAL GRADES TO FILTER
SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AND ALSO USED AS TREE PROTECTION. INSTALLATION
WITLL OCCUR PRIOR TO ANY LAND DISTURBANCE.
B. VEGETATIVE PRACTICES:
TEMPORARY SEEDING - 3.31
ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THEN 7 DAYS SHALL BE SEEDED
WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING. SELECTION OF
SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR THAT IT IS APPLIED, AND SHALL BE IN
ACCORDANCE WITH THE VIRGINIA EROSION AND CONTROL HANDBOOK.
TREE PRESERVATION AND PROTECTION - 138
TREE PROTECTION SHALL BE USED TO ENSURE THE SURVIVAL OF DESIRABLE TREES.
C. MANAGEMENT STRATEGIES:
1. CONSTRUCTION TRAFFIC WILL BE LIMITED TO ACCESS ROADS AND AREAS TO BE GRADED. ALL
TRAFFIC WILL BE PROHIBITED FROM CROSSING DRAINAGE SWALES EXCEPT WHERE ABSOLUTELY
NECESSARY.
2. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING SEPARATIONS CAN BEGIN AND END AS
QUICKLY AS POSSIBLE
3. THE AMOUNT OF AREA DISTURBED SHALL BE MINIMIZED AT ANY ONE TIME NEW CONSTRUCTION
SHALL BE COMPLETED PRIOR TO ADDITIONAL LAND DISTURBING ACTIN.
4. TEMPORARY SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING. ALL
STABILIZATION SHALL BE IN ACCORDANCE WITH E&S HANDBOOK AND SHALL BE APPROVED BY
THE COUNTY.
5. AREAS NOT TO BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND
SEDIMENT EROSION AND SEDIMENT CONTROL PRACTICES.
6. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF
ALL EROSION AND SEDIMENT CONTROL PRACTICES.
7. AFTER ACHIEVING ADEQUATE STABILIZATION, THE TEMPORARY E&S CONTROLS WILL BE CLEANED UP
AND REMOVED NO E&S MEASURES CAN BE REMOVED WITHOUT APPROVAL OF THE COUNTY
S. TREE POMP-
TREE PROTECTION AND APPROPIATE WORK PRACTICES SHALL BE USED TO ENSURE THAT ONLY THOSE
TREES DESIGNATED FOR REMOVAL ARE ADVERSELY IMPACTED. REGARDLESS OF THEIR DISTANCE FROM
THE FACILITY. TREE PROTECTION FENCING TO REMAIN WHERE INDICATED (SEE SHEET 02 -A)
SITE NAME: SPRINGDALE DR
5m cmwm
'A 2M SITE NO.: CV333A
FAX P" O-ON CORNER OF HUNT CLUB DR do KESWICK RD
KESWICK, VA 22947
at &t
IIB06T RATA 1
1001 COx RWD. SURE 700
OLDI AliDl, M 21000
NOTES
I. ACTUAL LENGTHS SHALL BE DETERMINED PER SITE CONDITION BY SUBCONTRACTOR.
2. THE DESIGN IS BASED ON RF DATA SHEETS, SIGNED AND APPROVED.
3, RADIO SIGNAL CABLE AND RACEWAY SHALL COMPLY WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL
CODE (NEC, NFPA 70), CHAPTER &
4. ALL SPECIFIED MATERIAL FOR EACH LOCATION *E.G., OUTDOORS, INDOORS - OCCUPIED, INDOORS- UNOCCUPIED,
PLENUMS, RISER SWIFTS, ETC.) SHALL BE APPROVED, LISTED, OR LABELED AS REQUIRE BY THE NEC.
5• RADIO SIGNAL CABLE SHALL BE SUPPORTED AT MINIMUM OF EVERY THREE (3) FEET EXCEPT INSIDE MONOPOLES
OR LATTICE TOWERS WHERE CABLE AND CONNECTOR MANUFACTURERS SUPPORT RECOMMENDATIONS SHALL BE
FOLLOWED. MANUFACTURER RECOMMENDED CABLE SUPPORT ACCESSORIES SHALL BE USED.
6. THE OUTDOOR CABLE SUPPORT SYSTEM SHALL BE PROVIDED WITH AN ICE SHIELD TO SUPPORT AND PROTECT
ANTENNA CABLE RUNS.
7. DRIP LOOPS SH41 BE REQUIRED ON AL OUTSIDE CABLES, CABLES SHALL BE SLOPED AWAY FROM THE BUILDING
OR OUTDOOR BTS CABINETS TO PREVENT WATER FROM ENTERING THROUGH THE COAXIAL CABLE PORT.
8• ALL FEEDER LINE AND JUMPER CONNECTORS FOR CINGULAR FOR GSM SHALL BE CINGULAR APPROVED 7/16 DIN
CABLE CONNECTORS SHAT MEET IP68 STANDARS.
9. 7/16 DIN CONNECTORS REQUIRE NO ADDITIONAL WEATHER PROOFING IN INDOOR APPLICATIONS IF INSTALLED AND
TORQUED PROPERLY. IN OUTDOOR APPLICATIONS WEATHER PROOFING IS REQUIRED AND THE FOLLOWING
PROCEDURE SHOULD BE FOLLOWED: APPLY A 'COURIESY WRAP OF THE LAYER OF 7 MIL THICK VINYL ELECTRICAL
TAPE EXTENDING APPROXIMATELY ONE (1) INCH ON EACH SIDE 0 THE COAX CABLE/CONNECTOR JUNCTURE USING
WEATHERPROOFING KIT APPROVED BY CABLE MANUFACTURE AND CONTRACTOR. START TAPE APPROXIMATELY 5
INCHES FROM THE CONNECTOR AND WRAP 2 INCHES TOWARD THE CONNECTOR, THEN REVERSE THE TAPE SO
THAT THE STICKY SIDE IS UP. TAPE OVER THE CONNECTOR OR SURGE ARRESTOR UNTIL THREE (3) TO FOUR (4)
INCHES BEYOND THE CONNECTOR AND REVERSE AGAIN WITH THE STICKY SIDE DOWN FOR ANOTHRE INCH OR TWO.
ADD THE BYTYL RUBBER AND FINISH WITH A FINAL LAYER OF TAPE.
10. ANTENNAS SHALL BE PAINTED, WHEN REQUIRED, BY THE LANDLORD OR AUTHORITY HAVING JURISDICTION IN
ACCORDANCE WITH ANTENNA MANUFACTURES' SURFACE PREPARATION AND PAINTING REQUIREMENTS.
11. CABLE SHIELDS, AND TOWER CONDUITS SHALL BE GROUND AT THE TOP OF THE TOWER, WITHIN 10 FEET OF THEIR
CONNECTORS, AND AT THE BOTTOM OF THE TOWER ABOUT 6 INCHES BEFORE THEY TURN TOWARD THE FACILITY.
THEY SWILL BE GROUNDED AT THE MIDPOINT OF TOWERS THAT ARE BETWEEN 100 FEET AND 200 FEET HIGH, AND
AT INTERVALS OF 100 FEET OR LESS ON TOWERS THT ARE HIGHER THAN 200 FEET.
12. APPROVED GROUNDING KITS, WHICH INCLUDE GROUNDING STRAPS, SHALL BE USED TO GROUND THE COAXIAL TO
GROUND THE COAXIAL CABLE SHIELDS, AND CONDUITS. THE GROUND CONDUCTORS FOR THE KITS AT THE TOP OF
THE TOWER, AND THE MIDDLE SECTION OF THE TOWER, ARE BONDED DIRECTLY TO TOWER STEEL USING
EXOTHERMIC, BOLTED, OR APPROVED CLAMP CONNECTIONS.
13. ALL RADIO SIGNAL CABLE SHALL BE LABELED PER MARKET REQUIREMENTS.
14. MHA/TMA'S TO BE INSTALLED AT TOWER TOP, SHALL BE SUPPLIED TO THE SUBCONTRACTOR (WHERE REQUIRED)
AND INTALLED BY THE SUBCONTRACTOR, THE GROUND CONDUCTORS OF THE TMA MAY BE BONDED DIRECTLY TO
THE TONER STEEL USING EXOTHERMIC, BOLTED, OR APPROVED CLAMP CONNECTIONS.
15. ANTENNA FEED LINE SYSTEM SWEEP TESTING SEAL BE PERFORMED AND REPORTED IN ACCORDANCE WITH THE
REQUIREMENTS OF CINGULAR -GSM SERVICES PROJECT DOCUMENT NO.24782- 000- 3PS -EEYO- 00001.
CONTRACTOR WILL NOT ACCEPT A RADIO SIGNAL CABLE INSTALLATION WITH UNSATISFACTORY SWEEP TEST RESULTS.
16. VERTICAL CABLES, WIRING AND SIMILAR ATTACHMENTS MUST BE CONTAINED WITHIN THE MONO'OLE'S STRUCTURE.
17. ALL ELEMENTS TO BE PAINTED BROWN TO MATCH EXISTING SURROUNDINGS.
-26 -09 CONC PAD SIZE
-28 -09 METAL POLE
-13 -09 FINAL CONSTRUCTION DRAWINGS
-15-09 PREUMNARY COhMRUCMON DRAWINGS
DATE REVISIONS
AS SHOWN IDESMED B. QUOIN
OP
of cDm B41 CHRISTOPHER D.
Kt cl)m mtj MORIN
'"s C" kN101VAL . 032984
m CDM n C HK G1 176 y
fRAW .......
BC ARCHITECTS ENGINEERS
FALLS CHURCH, VA
NOTES
DRAWING NUMBER
CV333A- A -10
rC
�O
FX6TING GRAVEL
ACCESS ROAD
PROPOSED AT &T 15'
WIDE ACCESS/UTILR
EkSEMENT 00
EXISTING ACCESS ROAD-/
PROPOSED AT &T U.G. (2)
2 1/2' PVC SCK G.
CONDUITS FOR POWER AND
TELCO FROM EXISTING
POWER POLE TO PROPOSED
UTILITY H-FRAME IN NEW .
�Q
SCALE IN FEET
h
0 75 150 300 450 TRUE NORTH $SCALE: 1 P150' 11.17 A -'0
SCALE:1' -75' 2406
z
0
V)
°
SITE NAME: SPRINGDALE DR
SITE NO.: CV333A
FAUS d1UlC4 M 22041 -28th
RL to -m
00 a r c h i t e c t s FAX m-m CORNER OF HUNT CLUB DR & KESWICK RD
KESWICK, VA 22947
e n g i n e e r s
0
..,,-:, EAKE AND OHIO
EXISTING POWER POLE W/
TRANSFORMER IDN -94
ROUTE NEW OVERHEAD
TELEPHONE WIRE FROM
TELCO POLE TO POWER
POLE. COORDINATE W/
TELEPHONE COMPANY
REFERENCE TREE:
GROUND ELEVATION AT BASE OF TREE = 4461
TREE TOP ELEVATION = 5223'
TREE HEIGHT = 76'
EXIST. GAZEBO
atm
UNDW PU7A 1
4IM COOL R9A0. SUITE 390
QDI AUEIA w 23060
04 -28-09 COMPOUND PLAN
03 -13 -09 FINAL CONSTRUCTION DRAWMHS
01 -15 -09 PREUMNW CONSTRUCTION DRAWINGS
DATE REWSIONS
E AS SHOWN IDOWNED 8. QUINN
lel;
OF
CHRISTOPHER D
MORIN
No. 032984
�s.I�_�9
1�1VAL
BC ARCHITECTS ENGINEERS
FANS CHURCH, VA
SITE PLAN
Z21 DRAWMIG NUMBER
•' • • • CV333A- A -0
LEGEND
NEW FENCE
• •
EXIST. FENCE
— X X X—
SETBACK
— —
EASEMENT
—
LEASE
— —
PROPERTY LINE
EXIST. CONTOUR
NEW CONTOUR
TYP. BUILDING
TYP. ROAD
rC
�O
FX6TING GRAVEL
ACCESS ROAD
PROPOSED AT &T 15'
WIDE ACCESS/UTILR
EkSEMENT 00
EXISTING ACCESS ROAD-/
PROPOSED AT &T U.G. (2)
2 1/2' PVC SCK G.
CONDUITS FOR POWER AND
TELCO FROM EXISTING
POWER POLE TO PROPOSED
UTILITY H-FRAME IN NEW .
�Q
SCALE IN FEET
h
0 75 150 300 450 TRUE NORTH $SCALE: 1 P150' 11.17 A -'0
SCALE:1' -75' 2406
z
0
V)
°
SITE NAME: SPRINGDALE DR
SITE NO.: CV333A
FAUS d1UlC4 M 22041 -28th
RL to -m
00 a r c h i t e c t s FAX m-m CORNER OF HUNT CLUB DR & KESWICK RD
KESWICK, VA 22947
e n g i n e e r s
0
..,,-:, EAKE AND OHIO
EXISTING POWER POLE W/
TRANSFORMER IDN -94
ROUTE NEW OVERHEAD
TELEPHONE WIRE FROM
TELCO POLE TO POWER
POLE. COORDINATE W/
TELEPHONE COMPANY
REFERENCE TREE:
GROUND ELEVATION AT BASE OF TREE = 4461
TREE TOP ELEVATION = 5223'
TREE HEIGHT = 76'
EXIST. GAZEBO
atm
UNDW PU7A 1
4IM COOL R9A0. SUITE 390
QDI AUEIA w 23060
04 -28-09 COMPOUND PLAN
03 -13 -09 FINAL CONSTRUCTION DRAWMHS
01 -15 -09 PREUMNW CONSTRUCTION DRAWINGS
DATE REWSIONS
E AS SHOWN IDOWNED 8. QUINN
lel;
OF
CHRISTOPHER D
MORIN
No. 032984
�s.I�_�9
1�1VAL
BC ARCHITECTS ENGINEERS
FANS CHURCH, VA
SITE PLAN
Z21 DRAWMIG NUMBER
•' • • • CV333A- A -0
r
SCALE IN FEET
0 2.5 5 10 15
otELECTRICAL PLAN 1
SCALE:' -5 A -1 TRUE NORTH
GROUNDW NOTE
1. ALL GROUND ELECTRODE SbTEMS (INCLUDING TELECOMMUNICATION, RADA. LK;F" PROTECTION, AND AC POWER
GES'S) SHALL BE BONDED TOGETHER, AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN
ACCORDANCE WITH THE NEC.
2 THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF- POTENTIAL RESISTANCE TO EARTH TESTNG (PER IEEE 1100 AND
81) FOR GROUND ELECTRODE SYSTEMS. TESTING SHALL BE IN ACCORDANCE WITH SPECIFICATION
24782- 000- 3PS -EG00- 00001. USE OF OTHER MEINOOS MUST BE PRE - APPROVED BY CONTRACTOR IN WRITING.
3. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A
TEST RESULT OF 5 OHMS OR LESS. WHEN ADDING ELECTRODES, CONTRACTOR SWILL MAINTAIN A MINIMUM DISTANCE
BETWEEN THE ADDED ELECTRODE AND ANY OTHER EXISTING ELECTRODE EQUAL TO THE BURIED LENGTH OF THE ROD.
IDEALLY, CONTRACTOR SWILL STRIVE TO KEEP THE SEPARATION DISTANCE EQUAL TO TWICE THE BURIED LENGTH OF THE
RODS.
4. THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT
INSTALLATION AS TO PREVENT ANY LOSS OF CONTWIXTY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT.
5. METAL CONDUIT AND TRAY SHALL DE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING ITTI GS
OR BY BONDING ACROSS THE DISCONTINUITY WITH j6 AWG COPPER WIRE AND UL APPROVED GROUNDING TYPE CONXXT
CLAMPS.
6. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR STRANDED COPPER
CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC• SN41 BE FURNISHED AND INSTALLED WITH
THE POWER CIRCUITS TO BTS EQUIPMENT.
7. CONNECTIONS TO THE GROUND BUS SWILL NOT BE DOUBLED UP OR STACKED. BACK- TO -ENCK CONNECTIONS ON
OPPOSITE SEES OF THE GROUND BUS ARE PERMITTED.
& ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SWILL NOT BE USED FOR GROUNDING CONNECTIONS.
9. USE OF 9U BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE
ADEQUATELY SUPPORTED. IN ALL CASES. BENDS SHALL BE MADE WITH A MINIMUM BEND RADIUS OF B INCHES
10. EACH INTERIOR BTS CABINET FRAME/PLINTH SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH 16
AWG STRANDED, GREEN INSULTED SUPPLEMENTAL EQUIPMENT GROUND WIRES. EACH OUTDOOR CABINET FRAME/PUNTH
WALL BE DIRECTLY CONNECTED TO THE BURIED GROUND RING WITH 12 AWG SOLD TIN-PLATED COPPER WIRE
It ALL EXTERIOR GROUND CONDUCTORS EETWI EN EOUIPMENT /GROUND BARS AND THE MIND RING, SHALL BE j2 AWG
SOLID TIN - PLATED COPPER UNLESS OTHERWISE INDICATED.
12. EXOTHERMIC WELDS SWILL BE USED FOR ALL GROUNDING CONNECIDNS BELOW GRADE. CONNECTIONS TO ABOVE
GRADE UNITS SHALL BE MADE WITH EXOTHERMIC WELDS WHERE PRACTICAL OR WITH 2 HOLE MECHANIM TYPE BRASS
CONNECTORS WITH STAINLESS STEEL HARDWARE. NCL M SET SCREWS. HIGH PRESSURE CRIMP CONIECTORS MAY ONLY
BE USED WITH WRITTEN PERMISSION FROM CINGULAR MARKET REPRESENTATIVE.
13 EXOTHERMIC WELDS SWILL BE PERMITTED ON TOWERS ONLY WITH THE EXPRESS APPROVAL OF THE TOWER
MANUFACTURER OR THE CONTRACTORS STRUCTURAL EWGINEI3L
14. ALL WIRE TO WIRE GROUND CONNECTIONS TO THE INTERIOR GROUND RING SWILL BE FORMED USING HIGH PRESS
MAPS OR SPLIT BOLT CONNECTORS WHERE IIWTED IN THE DETAILS.
ICS) 15. ON ROOFTOP SITES WHERE EXOTHERMIC WELDS ARE A FIRE WIZARD COPPER COMPRESSION CAP CONNECTORS MAY BE
USED FOR MIME TO WIRE CONNECTORS. 2 HOLE MECHANICAL TYPE BRASS CONNECTORS WITH STAINLESS STEEL HARDWARE,
INCLUDING SET SCREWS SHALL BE LASED FOR CONNECTION TO ALL ROOFTOP BTS MP" AND STRUCTURAL STEEL.
12
16 ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER
AL GROUND BAR USING TWO HOLED MECHANICAL TYPE BRASS CONNECTORS AND STAINLESS STEEL HARDIARE.
17. APPROVED ANIIOXXDANT COATINGS (LE, CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND
BOLTED GROUND CONNECTIONS.
1& ALL EXTERIOR GROUND CONNECTIONS SWILL BE COATED WITH A CORROSION RESISTANT MATERIAL.
19. MISCELLANEOUS ELECTRICAL AND NON - ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONIDED TO THE
GROUND RING, IN ACCORDANCE WITH THE NEC.
20. BOND AL META= OBJECTS WIN 6 FT OF THE BURIED GROUND RIND WITH If 2 SOLD AWG TIN- PLATED COPPER
GROUND CONDUCTOR.
I 21. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED
MOM MEULLIC OBJECTS THAT FORM A RING AROUND THE COOIDUCTOR, SUCH AS METAUC CONDUITS, METAL
I SUPPORT CUPS OR SLEEVES THROUI:H *U.S OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET
CODE REQUIREMENTS OR LOCAL CONDITIONS, NON- METAUUC MATERIAL SUCH AS PVC ELASTIC CONDUIT SHALL BE USED.
WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (E.G., NON- METAUC CONDUIT PRO UTED BY LOCAL CODE) THE
GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT WITH LISTED BONDING FITTINGS.
of
SITE NAME: SPRINGDALE DR
3 Vim►' -�
2 CHRISTOPHER D.
SIC C C
FALLS U MI, V
E
_nc fAU 4 pMpl M 041 -XN
M: (" 671-M
a r c h i t e c t s FAX (7" 671-M
e n g i n e e r s
SITE NO.: C333
CORNER OF HUNT CLUB DR & KESMCK RD
KESYVICK, VA 22947
t
Ueom, RAU t
48M = I0A0. SM Soo
QM AUK M 23M
� � aoRnv
o o3 -13-DS COMPOUND PLAN. WS � JIL No. 032984
A 01 -15-09 PREUMNARY CONSTRUCTION DRAWINGS OMW CDM Owo NS I o %
No. DATE REVISIONS Err CHK APP'D 1gVAL
SCALE: AS SHOWN DESIGNED 0. ouNN DRAWN cMw
ELECTRICAL PLAN
• • • • •
DRAMNND Nt R
REV
CV333A- E -1
1
.41
ANTENNA GROUND BAR
TO ANTENNA — �_.�-- /-(aGBE) TPOLE
STANDARD GROUND KIT (TYP)—
#2 AM BCW SOLID TINNED
GROUND RING
WELD (TV.)
ANTENNA CABLE GROUNDING — MONOPOLE
DETAIL 1
SCALE: N.T.S. E -2
NEWTON INSTR" COMPANY INC
BURNER N.C.
GROUND LUG OR
REQ.
EXOTHERMIC WELD
j6 AWG STRANDED Cu
ANTENNA GROUND BAR
WIRE WITH GREEN. 600V.
(CIGBE) BOTTOM OF
THIN INSULATION (TYP)
MONOPOLE SEE NOTE 1.
COAX CABLE
OTHERMIC WELD
(TYP FOR ALL)
O3
2
#2 AWG Cu SOLID BARE
INSUTATORS
TINNED COPPER WIRE
TO EQUIPMENT ENTRY PORT
3012 -1
VIA TRAY OR ICEBRIDGE
GRADE
#2 AM BCW SOLID TINNED
GROUND RING
WELD (TV.)
ANTENNA CABLE GROUNDING — MONOPOLE
DETAIL 1
SCALE: N.T.S. E -2
NEWTON INSTR" COMPANY INC
BURNER N.C.
NO.
REQ.
PART NO.
DESCRIPTION
Oi
1
1/4430'
PRE DRILLED GND. BAR
0
2
A -6056
WALL MM NU.
O3
2
3061 -4
INSUTATORS
E
4
3012 -1
5/8' -11x1' H.H.C.S.
4
3015 -8
5/8 LOCKWASFER
DOUBLE CRIMP
INTERIOR
GROUND
ANTENNA CABLE
WEATHERPROOFING KIT
(SEE NOTE 3)
CABLE GROUND KT
#6 AWG STRANDED Cu WIRE WITH GREEN,
600V, THWN NSL A71ON (GROUNDED TO
GROUND BAR) (SEE NOTES 1 k 2) —
121 .— T° -24
1 E Cu WI wrtH GREEN,
—�� 600r. THWN INSULATION
0
EXOTHERMIC WELD GROUND BAR ON WALL,
FLOOR OR ON
? ANTENNA TOWER
WITH ;IN ATORSS
CONNECTION OF CABLE GROUND KIT TO
ANTENNA CABLE
Lis.
I. DO NOT INSTALL CABLE GROUND KTT AT A BEND AND ALWAYS DIRECT
GROUND WIRE DOWN TO GROUND BAR.
2. GROUNDING KR SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR
RECDMMENDED BY CABLE MANUFACTURER.
3. WEATHER PROOFING SHALL BE (TYPE AND PART MILDER AS SUPPLIED
OR RECOMMENDED BY CABLE MANUFACTURER)
DETAIL i
SCALE: N.T.S. E -2
EACH GROUND CONDUCTOR TERMINATING ON ANY GROUND BAR SHAD HAVE
AN IDENTIFICATION TAG ATTACHED AT EACH END THAT WILL MM RS
ORIGNI AND DESTINATION.
SECTION 'P' - SURGE PROTECTORS
CABLE ENTRY PORTS (HATCH PLATES) (02)
GENERATOR FRAMEWORK (E AVAILABLE) (12)
TELCO GROUND BAR (12)
COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND (/2)
+24V POWER SUPPLY RETURN BAR ( 12)
-48V POWER SUPPLY RETURN BAR (12)
RECTFER FRAMES.
COAX SUPPRESSION
SECTION A• - SURGE ABSORBERS
r11F M GROUND RING (12)
EXTERNAL EARTH GROUND FIELD (BURIED GROUND RING) (12)
METALLIC COLD WATER PPE (IF AVAILABLE) (/2)
BUILDING STEEL (F AVAILABLE) (/2)
SECTION Y - MATED GROUND ZONE
ALL COMMUNICATIONS EQUIPMENT FRAMES.
ISOLATED GROUND BAR - IGB (12)
DETAIL NOTES:
I. EXOTHERMICALLY WELD 12 AWG BARE TWO SOLI) COPPER CONDUCTOR TO
TINNED GROUND BAIL ROUTE CONDUCTOR TO BURIED GROUND RING. AND PROVIDE
PARALLEL D(OTHERMIC WELD.
2. USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH
SECTION AND LABEL EACH SECTION (P, A•, 11 WITH 1' NIGH LETTERS.
RGB REFERENCE GROUND BAR — DETAIL 4
SCALE: N.T.S. E -2
RING GROUND #2 AWG
BCW SOLD, TINNED
GROUND ROD COPPER CUD STEEL
ROD W/WN. 5/8'/X8' -0' LONG
1. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT
TO EXCEED 45 DEGREES FROM THE VERTICAL
GROUND ROD 2
SCALE: N.T.S. E-2
D(OTHERMIC WELD
(WELDING PROHIBITED
ON ROOFTOPS) --/
2/0 SEVEN STRAND COLD PULLED
COPPER WIRE BONDED TO DbTING
2/0 BARE GROUND LEAD
INSTALLATION OF GROUND WIRE TO BOTTOM
OF TOWER /ON ICEBRIDGE /ON SHELTER
WALL /EQUIPMENT WAVEGUIDE GROUND BAR
DETAIL 3
SCALE: N.T.S. E -2
TO TOWER MOUNTED
TO TRANSMIT
at &t
LIM RM I
4101 COK M, ale 3W
ar11 "1°L `" 210°0
3 1 1
2 L%N; HER D.
TIV
o to -1x00 Fn+AL coNSrRL1CTTOrI DwMMNres Aws coM 2984
A o1 -1s-09 PReuwWtY CONSTRUCTION ORAwxres GMW CDM
Mo. DATE REWS ONS BY qiK A
scAle As sM0" o a QU INN DRAMnI cMN
AMPLIFIER UNITS (TMA)
ELECTRICAL DETAILS
.. • •
DRAWING NUTA9ER
MO
A AND
INTOfN
101
E ANTEN
FWD LADLE COVER
INSPECTION FWD HOLE
/,—WSPECTION
EACH
RX1/RX2 RX1/WQ
ECTION PORT
JUMPER REQUIRED ONLY FOR 1
TI{00
5/8.1 COAX OR FOR
KIT (yyP)
EASE OF CONIECTKMU (TYP.)
CONCRETE OR PVC
tln
STANDARD OROUND KR
() (E N�
CONNECTOR
WEATHERPROOFING Klr (M.)
ALIENNA CABLE
CABLE TO ROD CADWELD
TO BTS (IYP.)
CLEAN SAD FILL
FROM TMA 6
(WHEN REQUIRED) 16 AWG STRANDED Cu ( .
W 1E WITH GREEN, BOOV, 7 '
HEAT SHRM( ALL LUGS RING GROUND
CIGBE (GROUND BAR). u GROUND ROD
MOUNTED MOO M r lJ
NOTE: DO NOT INSTALL CABLE BELOW ANTENNA NOTES:
GROUND KR AT A BEND AND 1. INSPECTION HAND HOLE MAY BE CONCRETE OR PVC
ALWAYS DIRECT GROUND WIRE AND SHALL BE A MINIMUM OF 6' IN WIDTH /DIAMETER.
DOWN TO CIGBE
2. USE COVER TYPE WHICH DOES NOT REQUIRE TOOLS
TO REMOVE
CONNECTION OF GROUND WIRE TO
GROUNDING BAR (CIGBE)
TOWER /MONOPOLE /ROOFTOP DETAIL s
E-2
GROUND ROD
SCALE: N M
�t1.TH OF
°°�" A 2 = ,°'
FALLS " AM ' -7°1°
1E Q1 -l0 0� a r c h i t e c t s pT-m
e n g i nee r s
SITE NAME: SPRINGDALE DR
••
SITE NO • CV333A
CXRNER OF HUNT C.UB DR & KESWICI( RD
KESMCK, VA 22947
at &t
LIM RM I
4101 COK M, ale 3W
ar11 "1°L `" 210°0
3 1 1
2 L%N; HER D.
TIV
o to -1x00 Fn+AL coNSrRL1CTTOrI DwMMNres Aws coM 2984
A o1 -1s-09 PReuwWtY CONSTRUCTION ORAwxres GMW CDM
Mo. DATE REWS ONS BY qiK A
scAle As sM0" o a QU INN DRAMnI cMN
BC ARCHITECTS ENGINEERS
FALLS CHURCH, VA
ELECTRICAL DETAILS
.. • •
DRAWING NUTA9ER
REV
CV333A —E -2
101
a
3
M
n
a
a
a
S
a
UTILITY 12D/240V
2DQk 10, 3W
1. SUBCONTRACTOR SHALL PROVIDE 200AMP, SINGLE PHASE, 120 /240 VAC, 6W SERVICE FOR SITE.
2. SUBCONTRACTOR SHALL COORDINATE WITH UlU1Y COMPANY BEFORE THE START OF CONSTRUCTION.
POWER AND TELEPHONE CONDUIT SHALL BE PROVIDED AND INSTALLED PER UTILITY REQUIREMENTS.
BASE (BY INTERNAL WIRING AND ARRANGEMENT REFER TO DRAWINGS PROVIDED BY CABINET
O SONfRACfBA MANUFACTURER
(3) 3/0 AWG THHN
4 SUBCONTRACTOR SHALL PROVIDE ELECTRICAL SERVICE EQUIPMENT WITH FAULT CURRENT RATINGS
IN 2' A,1C CONDUIT WEATHERPROOF t� OR
GREATER THAN THE AVAILABLE FAULT CURRENT FROM THE POWER unm.
RECEPTACLE BY
GROUND KIT OR ALL
200A DISCONNECT MANUFACTURER
TRANSMISSION LINES)
SWITCH (BY
SUBCONTRACTOR)
00 TRANSMISSION LINE BOTTOM
GROUNDING COPPER GROUND BAR
(3) 3/0 AWG THHN + (1)
1/4424' APPROXIMATE LENGTH
4 AWG THHN G D (CONDUIT
BI -METAL OR NEUTRAL METAL
EXCESS SLACK OR
WIRE Bf �)
2 AWG SOLID BTCW
CLAMPS HOLDING COPPER
INDIRECT ROUTING
BUS BAR TO WAVEGUIDE
LADDER (TYP. OF 2)
CADWELD CONNECTION
TWO HOLE LUGS
UNLESS APPROVED AS
120/240, 10. 200 A
7
TO COPPER GROUND
BAR
AN EXCEPTION
BOND NEUTRAL TO GROUND DISTRIBUTION PANEL
PER CABINET
AS REQUIRED BY CODES
MANUFACTURER'S
TRANSMISSION LINE
SPECIFICATIONS
MINIMUM /2 SOLID
APPLICABLE
BARE TINNED COPPER
2P -2DO 2P -40
WIRE TO GROUND
1 P -20
�_
240V, 11, 200A AUTOMATIC 1 P -10
TOWER EXIT GROUND
KITS AND GROUND BAR
TRANSFER SWITCH (WIRED ..-
(3) 3/0 AWG TIM + (1) FOR MANUAL) 1P -10
4 AWG THFIN GND
TOWER EXIT GROUND KITS
AND GROUND BAR 2
_
SCALE N.T.S.
E -3
POWER DIAGRAM I
SCALE: N.T.S. E-3
1
TOWER NOTE APPLY ANITOXIDANT GEL
DO NOT EXCEED TO ALL LUG CDN NEECTIONS
TRANSMISSION LINE
16 AWG FROM MO NA COAX GROUND KIT
BENDING RADIUS LIMITS
(18' -24' DRIP LOOP) ICE BRIDGE CABLE LADDER
TOWER EXIT COAX m MOUNT 1 5/8' COAX
GROUND BAR TO CABLE LADDER
i E2E
o
TOWER EXIT GROUND o
KIT TO BE INSTALLED BFZGE GROUND
WITHIN FEW 20% OF SUPPORT BAR OUTDOOR
DRIP LOOP
O O O O O
O O O O
ENCLOSED IN 15/8' TO 1/2' CABINET
TOWER GROUNDING 1/2' PVC FtEDUCER
0
Q 0 0 0 O O
O O O O Q
GROUND ROD W/ D10MM TOE Cwwwq. (ADDITDN
TOWER GROUND BARS (TOP OF TOWER)
WELD m TOWER COUIERPOISE. a GROUND Roos NOT SHOWN) _
(MIDDLE OF TOWER —IF
REQUIRED)
INSTAL RESISTANCE - REDUCING
4
BACKM (IF REQUIRED)
SCALE: N.T.S.
E -3
TRANSMISSION LINE GROUNDING — EQUIPMENT & SERVICE (SIDE ELEVATION) 3
SCALE: N.T.S. E -3
T$ 0F
6l
SITE NAME: SPRINGDALE DR
3
2
FAILS c CHURCH, VA
sm t Nm am 101
SITE NO • CV333A
1
a-2� -� .METAL POLE DR Cm
FALLS OWDL % X1941 -arras
1EL i I-M
••
at &t
0
03 -13-09 Fkk C:ONMUCIION DRAWINGS AYS CDM
U
ELECTRICAL DETAILS
a r c h i t e c t s 9n-m
CORNER OF HUNT CLUB DR do KESWICK RD
ummr DATA 1
A
01 -15 -09 PRELr10NARtt CONSTRUCrM DRAWNGS GMW CDM
e n g i nee r s
KESWICK, VA 22947
48M ate( M, SM 300
ar11 N1a w n01D
ND.
DATE REVISIONS BY GNU
�
CV333A —E -3
1
SCALE AS SHOWN DESIGNED e. QU9rN DRAWN QMW
.
NHS:
1. SUBCONTRACTOR SHALL PROVIDE 200AMP. SINGLE PHASE. 120/240 VAC. 60HZ SERVICE FOR SITE.
2. SUBCONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY BEFORE THE START OF COMSIRLUCITON.
POWER AND TELEPHONE CONDUIT SHALL BE PROVIDED AND INSTALLED PER UTILITY REQIL "ENT&
'FOR COMPLETE INTERNAL WIRING AND ARRANGEMENT REFER TO DRAWINGS PROVIDED BY PANEL
MANUFACTURER
4.SUBCONfRACTOR SHALL INSTALL SUM" LENGTHS OF LFMC INCLUDING ALL CONDUIT FITTINGS (NUTS,
REDUCING BUSHINGS, ELBDWS, COUPIAM ETC) NECESSARY FOR CONNECTION FROM INC CONDLXT TO
THE INTERIOR OF THE BTS CABINET.
5. SUBCONTRACTOR SWILL PROVIDE ELECTRICAL SERVICE EQUIPMENT WITH FAULT CURRENT RATINGS
GREATER TWIN THE AVAILABLE FAULT CURRENT FROM THE POWER UIIITY.
6 ROUTE BRANCH M UT TO CABLE BASE FRAME, TRANSITION RACEWAY FROM PVC/MC TO LK1UD-TIGHT
CONNECTOR AT BASE FRAME AND CONTINUE LFMC TO �U LOCATION. CUT, COIL MIND TAPE 3-FOOT
PIGTAIL FROM END OF CONDUIT FOR CONNECTION BY ERICSSON. COLOR CODE DIFFERENT PHASE
CONDUCTORS WITH BLACK OR RED MARKING IN ABSENCE OF DIFFERING LOCAL CODE COLOR
REQUIREMENT.
7.SUBCONTRACTOR SHALL VERIFY THAT THE MAIN BONDING JUMPER AND GROUNDING ELECTRODE UTILITY- 120/24OV,
CONDUCTOR S INSTALLED PROPERLY WHEN PANEL IS SERVICE D ANCE EQUIPMENT. 200A, 10, 3W
TELCO SERVICE
2' PVC CONDUIT -
TELCO BOX WITH �
66 -83-50 BLOCK
2 AWG GROUND
CONDUCTOR
UTILITY RACK LW,
ERI SSON
REIS 2106
OR 3106
CABINET
EQUIPMENT BASE FRAME
(REOIIID FOR SIDE EMIT') �
eau
-ac
a r c h i t e c i s
e n g i n e e r s
RELAY HARM
CABLES-FROM PANEL TO
TOM BOX, 4-PAIR 20-22
AWG IN 3/4' NO CONDUIT
200A, 1/
GENERATOR
RECEPTACLE
200A
15A 15A -,
G 5OA-:
2 -1 /C 14 +
1 -1 /C 14 AWG CND,
THHN 3/4' TIC
i' RNC /WIC CONDUIT W/
FOR TELCO SERVICE
(1) 1' RNC/IIC CONDUIT FOR
EXTERNAL ALARM CABLE (REO D
FOR FIRST REIS CABT ONLY)
UMC (SUE NOTES
4 &6)
2 AWG SUPPLEMENTAL,
EQUIPMENT GROUND
CONDUCTOR
3 -1 /C 4/0 AWG +
2'0 PVC
200A METER BASE
M (BY SIDWNTRAMOR)
3-1/C 6 AWG & 1 -1 /C 10
AWG GREEN INSULATED GNO,
TNWN, 6DOV, 11C IMC/RNC
(UNDERGROUND)
SITE NAME: SPRINGDALE DR
NCHAM % S l- Io, SITE NO.: CV333A
TILLS LWMICIL M 17011 -2lN
n m-m
FAX m-M CORNER OF HUNT CLUB DR & KESWICK RD
KESWCK. VA 22947
3-1/C 4/0 AWG THIN
2'1 IMC/RNC
241X 2-POLE 200A NEW
311 FUSIBLE SERVICE
DISCONNECT (WHERE DISTR.
PNL S NOT USED AS
SERVICE ENTRANCE)
3-1/C 3/0 AWG THHN &
I -1 /C 4 AWG THHN GREEN
INSULATED GND 2' W/RNC
MAIN BONDING JUMPER
(NOTE 7)
2 AWG GROUNDING
ELECTRODE CONDUCTOR
(NOTE 7)
MANUAL TRANSFER SWITCH
(UP- GRADEABLE TO
AUTOMATIC OPERATION)
10 120/24OV,
42 POSITION
DISTRIBUTION PANEL
Oat&t
LIMFAY mm 1
ad Aug z�iaeoJO°
ELECTRICAL NOTES'
1. ALL ELECTRICAL WORK SWILL BE PERFORMED IN A=R DANCE WON THE PROJECT SPECIICATIONS, NEC AND ALL APPLICABLE LOCAL CODES
2. CONDLIT ROUTINGS ARE SCMEMAX SUBCONTRACTOR SHALL INSTALL CXmIWITS SO THAT ACCESS TO EQUIPMENT S NOT BLOCKED.
3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC AND TELCORDIA
4. ALL CIRCUITS SHALL BE SEGREGATED AND wsrAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC AND TELCORD4l
5. CABLES SHALL NOT BE ROUTED THROUGH LADDER -STYLE CABLE TRAY RUNGS
6. EACH END OF EVERY POWER. POWER PHASE CONDUCTOR (LE, HOTS), GROUNDING, AND TI CONDUCTOR AND CABLE SHALL BE LAMM WITH
COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH W PROTECTION. OR EQUAL). THE
IDENTIFICATION METHOD SFWl CONFORM WITH NEC $ OSHA
7. ALL ElECTRXAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LA ACOD PLASTIC LABELS. ALL EQUIPMENT SHAD. BE LABELED
WITH THEIR VOLTAGE RATING, PHASE MW'G IRA710N, WIRE CONFIGURATION, POWER OR AMPACRY RATING, AND BRANCH CRCxUIT D NUMBERS
(I.E.. PANEIJnW AND CIRCUIT ID'S).
6. PANELBOAASS (L NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT D NUMBERS) SWILL BE CLEARLY LABELED WITH ENGRAVED
IAlACOIO PLASTIC LIBELS,
9. ALL TIE WRAPS SHALL BE CUT RUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES.
10. POWER, CONTROL, AND EQUIPMENT GROUND WRING IN TUBING OR CONDUT SHALL BE SINGLE CONDUCTOR (114 AWG OR LARGER). 60D V,
OIL RESISTANT THAN OR THWN -2. CLASS B STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) OPERATION: US1ED OR LABELED FOR
THE LOCATION AND RACIEVAY SYSTEM USED. UNLESS OTHERWISE SPECIFIED.
11. SUPPLEMENTAL EQUIPMENT MW WIRING LOCATED INDOORS SHALL BE SINGLE CONDUQOR (16 AWG OR LARGER), 600 V, OE RESISTANT
THHN OR THIWNN -2 GREEN INSULATION, CLASS B STRANDED COPPER GABLE RATED FOR 90 'C (WET AND DRY) OPERATKIN; LISTED OR �p
FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED
12. POWER AND CONTROL WIRING. NOT IN TUBING OR CONDUIT, SHALL BE MULTI - CONDUCTOR. TYPE TC CABLE (114 AWG OR LARGER). 600 V,
OIL RESISTANT THHN OR IMAM -2, CLASS B STRANDED COPPER GABLE RATED FOR 90 'C (WET AND DRY) OPERATION; WITH OUR JACKET;
LISTED OR LABELED FOR THE LOCATION USED, UNLESS OTHERWISE SPECIFIED.
13. ALL POWER AND POWER GROUNDING CONNECTIONS SWILL BE CRAP- STYLE COMPRESSION WARE LUGS NO WWBUTS BY THOMAS AND
BETTS (OR EQUAL ) . LUGS AND WIRENUfS SHALL BE RATED FOR OPERATION AT NO LESS THAN 757C (90'C F AVAILABLE).
14. RACEWAY AND GABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMIA, U, ANSI/IEEE, AND NEC.
15, ELECTRICAL METALLIC TUBING ( EMT) OR RIGID NONMETALLIC CONDUIT (I.E. RIGID PVC SCHEDULE 40, OR RIGID PVC SCHEDULE 60 FOR
LOCATIONS SUBJECT TO PHYSICAL WAAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS.
1ELECTRICAL BE METALLIC CED (i LOCATIONS, NMNAEfALIIC TU&MC (FHF). pR RIGID NONpiETAL1IC coNDUFF (RIGID PVC. SCFEpUIF 40)
17. GALVANIZED STEEL TNTERMEDATE METALLIC CONDUIT (AMC) SHALL BE USED FOR OUTDOOR LOCATKMNS ABOVE GRADE
1a RIGID NONMETALLIC CONDUIT (LE., RIGID PVC SCHEDULE 40 OR RIGID PVC SCHMULE 60) SHALL BE USED UNDERGROUND; DIRECT BURIED,
IN AREAS OF OCGSIANAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED CONCRETE IN AREAS OF HIEAW VENICE TRAFFIC.
19. UQUID -TM FLEXIBLE METALLIC UX)NEW (WJD -TrrE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR
FLEXIBI TY IS NEEDED.
2O. COMDLLF AND TUHIIG FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION USED. SETSCREW FTMNS
ARE NOT ACCEPTABLE.
21. CABINETS, NEC. BOXES, AND WIREWUIYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL. M61 /FEE, AND
22. WIREWAYS SHALL BE EPDXY -COATED (GRAY) AND INCLUDE A HINGED COVER. DESIGNED TO SWING OPEN DOWNWARD; SHALL BE PANDIT
TYPE E (OR EQLML); AND RATED NEW 1 (OR BETTER) INDOOM OR NEMA 3R (OR BETTER) OUTDOORS.
ELECTRICAL NOTES CONT.-
23. EQUIPMENT GABINEM TERMINAL BOXES. JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR EPDXY- COATED SHEET STEEL.
SHALL MEET OR EXCEED U. 50, AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS
24. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED. EPDXY - COATED. OR NON - CORRODING SHALL MEET OR EXCEED UL
514A AND NEW o5 1; AND TRAILED NEW 1 (OR BETTER) INDOORS, OR WE PROTECTED (WP OR AFTER) OUTDOORS
25. NklVAUC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEW OS 2; AND RATED NEW 1 (OR BETTER) INDOORS,
OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS
26. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR BEFORE COMMENCING WORK ON THE
AC POWER DISTRIMMON PANELS
27. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH
THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE
TH OP
CHRISTOPHER D. BC ARCHITECTS ENGINEERS
MORIN FALLS CHURCH, VA
03 -13-09 FYNAL CANSTRUCnoN DRAWINGS AWS COM
01 -15-09 PREUWNARY CON STRUCTM No. 032984 ELECTRICAL DETAILS & NOTES
cMw cDM BMws
DATE g191N BY CHK APP'D ' V! „, , ; ORAWINO NUMBER
E AS SHOWN DRAWN GMw CV333A -E-5
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
I . SET THE STAKES. 2. EXCAVATE A 4 "X 4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
ti'MAX.
_ � l Jill
FLOIY /
r
III I 4•
3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT
TO STAKES AND EXTEND THE EXCAVATED SOIL.
IT INTO THE TRENCH.
r G� ✓� Ft.OFI � ,
III =III
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
i I
A I I &�A FLOwt �\\
III -
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
NOTE ALL DETA'LS ARE REFERENCED FROM THE VMMA OWN AND SEDIMENT CONTROL HANNIOM THIRD EDITION, 1992
SEE DRAWINGS G -1 AND G-2 FDR LOCATIONS OF 00" AND SEMEW CONTROL STRUCTURAL PRACTICES
SF SILT FENCE STD 3.05 -1
a r c h i t e c t s
e n g i n e e r s
CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
I. SET POSTS AND EXCAVATE A CX47 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
I
FLOW III Tt••
4"
3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFNLL AND COMPACT THE
FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL
IIII
Jill
r / FLOW 1 1-
III =III � I
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
FILTER FABRIC
III YYIRE i
SITE NAME: SPRINGDALE DR
FWt � A 2M;-M SITE NO.: CV333A
1 71 -t000
rpx. 1m-= CORNER OF HUNT CLUB DR do KESWICK RD
KESWICK, VA 22947
SF SUPER SILT FENCE STD 3.05 -2
EROSION & SEDIMENT CONTROL DETAILS 1
SCALE: N.T.S. �_1
atm
UM FM I
not COOL me, WE 700
" ALLEN M1 Dw
STONE CONSTRUCTION
ENTRANCE
70' MIK
EXISTING
A
V3'
r 5 :l
FILTER CLOTH 6• MIK A
HER.
7
NIIPT]ONAL3
SIDE ELEVATION
EXISTING GROUND
70' MIK
T
D VASHRACK
l0' MIK
<OPTIONAU
-�
L21 NMI
ID' MIK
EXISTDNG
PAVEMENT
VOOT 111 P13SITIVE ORAINAGE
I
l K
COURSE AGGREGATE D TO SEDIMENT
TRAPPING DEVICE
• MUST EXTEND FULL WIDTH
OF OPERATIONS AND EGRESS PLAN VIEW
IT HN.
Zr MIN.
Y MIN.
FILTER CLOTH
SECTION A —A
•:l.:
:.
REINFORCED CONCRETE
DRAM SPACE
SECTION B —B
-13-00 1 FINAL CONSTRUCTION DRAWINGS
-15-08 PREUWIWlY CONSTRUCTION DRAWINGS
DATE REVISIONS
AS SHOWN 10man B. mm
CE CONSTRUCTION ENTRANCE STD 3.02-1
0
OF
" �'"--� BC ARCHITECTS ENGINEERS
SfOPHER D. FALLS CHURCH, VA
MORIN
No. 032984 ROSION Ni SEDIMENT CONTROL DETAILS joq
�,v��� 10-c$ /r � DRAWING NUMBER
� EP • • • •�•t• CV333A- ES -1
s
a
0
0
v
J
s
S
N
I
G 47,
0
x
_M
N
h
M
rg
8
Be
W
0
I
0
I
0
1.0
J13
1.1
PURPOSE AND INTENT
12
CONFLICTS
1.3
CLEANING
1.4
CODES
1.5
LICENSING
1.6
OSHA
1.7
PHOTOS
1.8
BLINDING PERMITS
1.9
ZONING REGULATIONS AND
110
CONDLTIOHUL USE PERMITS
1.10
FAA PERMIT AND TOWER LIGHTING
1.11
TOWER SECURITY
1.12
SITE CONTROL
2.0
SITE PREPARATION
21
SCOPE OF WORK
22
PRODI1Cf AND MATERIALS
3.0
J13
IT
SCOPE OF WORK
32
QUALITY ASSURANCE
3.3
PRODUCTS AND MATERIALS
3.4
CLEARING AND GRUBBING
15
STRIPPING
3.6
COMMON EXCAVATION
17
EMIMNKMENT
&a
SITE GRADING
19
SUBGRA X PREPARATION
110
GEDIDQIE FABRIC
3.11
GRAVEL SURFACING
4.0
J13
4.1
MATERIALS
4.2
PIPE DETECTION AND ODE MM7ON
4.3
TRENCH EXCAVATION
4.4
TRENCH PROTECTION
4.5
BACKFILLNG
4.6
COMPAMM
5.0
5.1 GENERAL
5.2 PRODUCTS AND MATERIALS
&0
7.0
&0
9.0
10.0
11.0
a r c h i t e c t s
e n g i n e e r s
1.0 am3&_ffaxjm
1.1 PURPOSE AND INTENT
A. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE FULLY EXPLANATORY AND
SUPPIEffAKt'. HOWEVER, SHOULD ANYTHING BE SHOWN, NDKATED. OR
SPECIFIED ON ONE AND NOT THE OTHER, R STALL BE DONE THE SAME AS F
SHOWN. INDICATED OR SPECIFIED N BOTH. SHOULD THERE BE ANY DISCREPANCIES
BETWEEN REOUME11EN15 SHOWN N BOTH, THE MORE SWMGENf REQUIREMENTS
SHALL APPLY.
B. THE INTENTION OF THE DOCIA00 IS TO INCLUDE ALL LABOR AND MATERIALS
REASONABLY NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE
WORK AS STIPULATED N THE CONTRACT.
C. THE PURPOSE OF THE AT&T CONSTRUCTION SPECIFICATIONS S TO INTERPRET THE
LATENT OF THE DRAWINGS AND TO DESIGNATE THE METHOD OF THE PROCEDURE,
TYPE AND QALIIY OF MATERIALS REQUIRED TO COMPLETE THE WORK,
1.2 CONFLICTS
A VERIFY ALL MEASUREMENTS AT THE SITE BEFORE ORDERING MATERIAL. OR DOING
ANY WORK. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED DUE TO
DIFFERENCES BETWEEN ACTUAL DIMENSIONS OR DIMENSIONS SHOWII ON PLANS
SUBMIT NOTICE OF ANY DISCREPANCY IN DIMENSIONS OR OTHERWISE TO AT&T FOR
RESOLUTION BEFORE PROCEEDING WITH THE WORK.
D. NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST, OR OF DIFFICULTIES OF
CONDITIONS THAT MAY BE ENCOUNTERED, OR OF ANY OTHER RELEVANT MATTER
CONCERNING THE EXECUTION OF THE WORK WILL BE ACCEPTED AS AN EXCUSE
FOR ANY FAILURE OR OMISSION ON THE PART OF THE CONTRACTOR TO FULFILL
EMERY DETAIL OF ALL THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS
GOVERNING THE WORK.
1.3 CLEANING
KEEP THE SITE FREE FROM ACCUMULATION OF WASTE AND RUBBISH CAUSED BY
EMPLOYEES. AT THE COMF` E ION OF THE WORK, REMOVE ALL WASTE NCI
� T INCLUDING 7� SCAFFOLDING, AND
1.4 CODES
CONTRACTOR SHALL L BE RESPONSIBLE FOR FOLLOWING ALL LAWS, REGULATIONS, AND
RULES PROMULGATED BY FEDERAL STATE AND LOCAL AUTHORITIES WITH JURBDICITON
OVER THE SITE THIS RESPONSIBILITY S N EFFECT REGARDLESS OF WHETHER THE
LAW, ORDINANCE, REGULATION OR RULE S MENTIONED N THESE SPECIFICATIONS.
1S LICENSING
HAVE AND MAINTAIN A VAUD CONTRACTOR'S LICENSE FOR THE LOCATION N WHICH THE
WORK S TO BE PERFORMED. FOR JIIRSDI,TI0N5 THAT LICENSE INDIVIDUAL TRADES,
THE TRADESMAN OR SIBCONTRACTpRS PERFORMING THOSE TRADES SHALL BE
UCENSED. RESEARCH MCI COMPLY WITH UCENSNG LAWS, PAY LICENSE FEES, AND
SELECT AND WON "CONTRACTORS REGARDING THESE LAWS
1.6 OSHA
FOLLOW ALL APPLICABLE RUES AND REGULATIONS OF THE OCCUPATIONAL SAFETY NCI
HEALTH ADMNNSTR1ITIONS MCI STATE LAWS BASED N THE FEDERAL OCCUPATIONAL
SAFETY AND HEALTH ACT. THESE REGQATKNS INCLUDE, BUT ARE NOT LIMITED TO,
REGULATIONS DEALING WITH TOWER CONSTRUCTION AND SAFETY, EXCAVATIONS AND
TRENCHING, MCI WORK N CONFINED SPACES. ENSURE THAT EMPLOYEES AND
SUBCONTRACTORS WEAR HARD HATS AT ALL TIMES DARING OONSTRUCIM
1.7 PHOTOS
PROVIDE PHOTOGRAPHIC EVIDENCE OF ALL FOUNCIA ION INSTALLATION, GROUNDING, AND
TRENCHING AFTER PLACEMENT OF UTILITIES PRIOR TO BACKFILL.
1.8 BUILDING PERMITS
AT&T WILL SUBMIT CONSTRUCTION DOCUMENTS TD THE ArdmICIIONAL AUTHORITY FOR
PLAN CHECK AND REVIEW CONTRACTOR WILL SUBMIT LICENSING AND WORKMAN'S
COMPENSATION WORMIATION TO THE JURISDIICTION AS REQUIEM TO OBTAIN THE
BUILDING PERMIT. CONTRACTOR SHALL COORDINATE AND SCHEDULE REQUIRED
INSPECTIONS AND POST REQUIRED PERMITS AT THE JOB SITE COMPLY WITH SPECIFIC
INFORM LION MANAGER OF 9" WORK THAT BEYOND D
SCOPE OF THE CONTRACT OR OEAMTE FROM THE CONSTRUCTION DOCUMENTS AT&T
WILL REMBURSE THE CONTRACTOR FOR FEES, FAIR PLAN REVIEW, BUILDING PERMIT,
CONNECTIONS. AND INSPECTION.
1.9 ZONING REGULATIONS AND CONDITIONAL USE PERMITS
AT&T WILL SUBMIT FOR AND OBTAIN ALL ZONING AND CONDROHAL USE PETS_
SOME ISE PERMITS MAY HAVE SPECIFIC REQUIREMENTS FOR THE SITE RELATED TO
CONSTRUCTION, SUCH AS NOISE REGULATIONS, HOURS OF WORK, ACCESS LIMITATIONS.
ETC THE CONSTRIX TI0N MANAGER WILL INFORM THE CONTRACTOR OF THESE
REQUIREMENTS AT THE PRE -BID MEETING OR AS SHOWN IN CONSTRUCTION
DOCUMENTS.
1.10 FM PERMIT AND TOWER LIGHTING
.mO.Y TO CONSTRUCTION . .__. AND CONSTRUCTION MANAGER FOR FM AND ST� LIGHTING RE CONTRACTOR
SHALL PROVIDE TEMPORARY FM
'.SINN COUMIM IMF. SWE 101
FALLS t LACK VA n041-2101
to pq m-=
rAlc pq nt-m
1.11 TOWER SECURITY
TOWER MUST BE FENCED, TEMPORARILY OR PERMAI WHIN HIN 24 HOURS OF
ERECTION. DO NOT ALLOW THE GATE ACCESSING THE TOWER AREA TO REMAIN OPEN
OR UNATTENDED AT ANY TIME FOR ANY REASON. KEEP THE GATE CLOSED AND
LOCKED WHEN NOT N USE.
1.12 SITE CONTROL
A THE CONTRACTOR S COMPLETELY RESPONSIBLE FOR CONTADIMENT OF SEDIMENT
AND CONTROL OF EROSION AT THE SIZE. ANY DAMAGE TO ADJACENT OR
DOWNSTREAM PROPERTIES WILL BE CORRECTED BY THE CONTRACTOR AT NO
EXPENSE TO AT&T.
B. THE CONTRACTOR IS TO MAINTAIN ADEQUATE DRAINAGE AT AL TIMES DO NOT
ALLOW WATER TD STAND OR POND. ANY DAMAGE To THE SHE CAM BY INADEQUATE MAINTENANCE OF DRAINAGE PROVISIONS WILL BE
THE RESPONSIBILITY OF THE CONTRACTOR AND ANY COST ASSOCIATED WITH
REPAIRS FOR SUCH DAMAGE WILL BE AT THE CONTRACTOR'S EXPENSE.
C. ALL WASTE MATERIAL SWILL BE PROPERLY DISPOSED OF OFF -SITE OR AS
DIRECTED BY THE CONSTRUCTION MANAGER AND N ACCORDANCE WITH
JURSOIOT DNAL AU TORT S.
2.0IM -MM& y
2.1 SCOPE OF WORK INCLUDES:
A PROTECTION OF EOSBNG TREES, VEGETATION MCI IANDSCAPING MATERIALS WHICH
MIGHT BE DAMAGED BY CONSTRUCTION ACTIVITIES.
B. TRIMMING OF EXISTING TREES AND V1EGETA71OIN AS REQUIRED FOR PROTECTION
DURING CONSTRUCTION ACTmnES.
C. CLEARING AND GRUBBING OF STUMPS. VEGETATION, DEBRIS, RUBBISH, DESIGNATED
TREES, AND SITE IMPROVEMEII$.
D. TOPSOIL STRIPPING AND STOCKPILING.
E CONFORMING TDIO LOCAL REQUIREMENTS AS / E DUST CONLROI
F. TEMPORARY PROTECTION OF ADMACENT PROPERTY, STRUCTURES, BENCHMARKS, AND
MONUMENTS
G. PROTECTION AND TEMPORARY RELOCATION, STORAGE AND RE- NSTALATION OF
EXISTING FENCING AND OTHER SITE NPROVEMENIS SCHEDULED FOR REUSE.
H. REMOVAL AND LEGAL DISPOSAL OF CLEARED MATERIALS,
2.2 PRODUCTS AND MATERIALS (AS APPROVED BY CONSTRUCTION MANAGER OR AS NOTED
IN CONSTRUCTION DOCUMENTS.)
A MATERIALS USED FOR TREE PROTECTION, EROSION CONTROL. SILTA71ON CONTROL,
10 EARTH AND DEIST CONTROL AS SUITABLE FOR SPECIFIC SITE ODND1TKft
�
11 SCOPE OF WORK INCLUDES:
A EXCAVATION. COMPACTION. 1p GRADING FOR STRUCTURES.
SITE
B. MATERIALS FOR SUB- BASE, DRAINAGE FILL, FILL BACKFILL, AND GRAVEL FOR
SLABS. PAVEMENTS, AND IMPROVEMENTS.
C. ROCK EXCAVATION WITHOUT BASTING.
D. SUPPLY OF ADDITIONAL MATERIALS FROM OFFSITE AS REQUIRED.
E REMOVAL AND LEGAL DISPOSAL OF EXCAVATED MATERIALS AS REQUIRED.
32 QALT1Y ASSURANCE
A COMPACTION:
I. UNDER STRUCTURES. BITUNG SLABS. PAVEMENTS, AND WALKWAYS WILL OBTAIN
A 95 PERCENT COMPACTION AT A MAXIAKA DRY DENSITY AS DETTWa BY
ASTM D-1557 OR WITHIN PLUS OR MINUS 3 PERCENT OF OPTNUM MOISTURE
CONTENT.
B. GRADING TOLERANCES OUTSIDE BUILDING LINES:
1. LAWNS. LOPAVED AREAS, AND WALKS, PLUS OR MINUS 1 NCH.
2. UKM PAVEMENTS, PLUS OR MMKUS 1/2 NCH.
C. GRADING TOLERANCE FOR FILL HIDER ALL CONCRETE APPLICATIONS: PLUS
OR MINUS 1/2 INCH MEASURED WITH 10 FOOT STRAIGHTEDGE.
3.3 PRODUCTS AND MATERIALS (AS APPROVED BY CONSTRUCTION MANAGER OR AS NOTED
N CONS1Rl1CTION DOCUMENS.)
A SUBBASE MATERIAL: GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL„ CRUSHED
STONE OR SLAG, AND NATURAL SAND.
B. WASHED MATERIAL, EVENLY GRADED MIXTURE OF CRUSHED STONE OR GRAVEL. WITH
95 PERCENT PASSING A 11/2 NCH SE&
C. GRADING MATERIAL WILL CONSIST OF SATISFACTORY NATIVE OR IMPORTED SOIL
MATERIALS FREE OF CLAY, ROCK OR GRAVEL NOT LARGER THAN 2 INCHES N
ANY OMISSSON. DEBRIS. WASTE, FROZEN MATERIALS, MCI OTHER UNSUITABLE
MATERIALS WILL NOT BE ALLOWED FOR 115E MPORTED MATERIALS SHALL HAVE A
CLAY CONTENT NO MORE THAN 5 NNW
D. BACKFI L MATERIALS WILL CONSIST OF: SATISFACTORY NN- COHESIVE MATNE OR
IMPORTED SOIL MATERIALS FREE OF CLAY, ROC( OR GRAVEL MDT LARGER THAN 4
INCHES N ANY DIMENSION. DEBRIS. WASTE. FROZEN MATERIALS, AND OTHER
UNSUITABLE MATERIALS. IMPORTED MATEIAL SHALL HAVE A CLAY CONTENT OF NO
MORE THAN 5 PERCENT.
SITE NAME: SPRINGDALE DR
SITE NO.: W33A
CORNER OF HUNT CLUB DR do KESWICK RD
KESWICK, VA 22947
at &t
INIpBY I= 1
" x" mm
E. GRAVEL MATERIAL EVENLY GRADED MIXTURE OF CRUSHED STONE OR GRAVEL.
WITH 95 PERCENT PASSING A 11/2 NCH SIEVE.
F. GMEXT E FABRIC: AS PER CONSTRUCTION DOCUME1n
14 CLEARING AND GRUBBNC
REMOVE ALL VEGEATON AND MATERIALS AS REQUIRED. REMOVE STUMPS COMPLETELY
UNDER FOUNDATIONS AND ROADWAY. DISPOSE OF CLEARING Alp GRUBBING OFF -SEE,
OR IN AN ON -SITE LOCATION APPROVED BY COISTRUCIION MANAGM
3.5 STRIPPING
STRIP NOT LESS THAN 3 TIM OF SOD AND TOPSOIL FROM AREAS THAT WILL
UNDERLAY GRAVEL. PAVEMENT. NEW STRUCTURES. OR NEW EMBANKMENTS. STOCKPILE
STRIPPING ON -SITE FOR REUSE IN FINAL IANDSCiAPNG.
16 COMMON EXCAVATION
I. EXCAVATE TO DEPTH, LINES, AND GRAM SHOWN ON THE PLANS OR AS
OTHERWISE SPECIFIED.
2. TEMPORARILY STOCKPILE ON-SITE EXCAVATION AT AN APPROVED LOCATION WITHIN
THE WORK AREA UNTIL SITE MOM S COMPLETE. STOCKPILE STALL NOT
EXCEED 15 FEET IN HEIGHT.
3. LEGALLY DISPOSE OF EXCESS COMMON EXCAVATION OFF -SITE
17 EMBANKMENT
A CONSTRUCT EMBANKMENT TO THE LINES AND GRADE SHOWN ON THE DRAWNGS.
B. CONSTRUCT EMBANKMENT FROM ION -SITE EXCAVATION MATERIALS WHEN SUITABLE
IMPORTED BACKFIL ONLY AFTER AVAILABLE ON-SBE EXCAVATION
MATERIALS HAVE BEEN USED.
C. CONSTRUCT IN LIFTS OF NOT MORE THAN 12 INCHES IN LOOSE DEF9}L THE
FULL WIDTH OF THE CROSS SECTION SWILL BE BROUGHT UP UNIFORMLY.
D. MATERIAL SHALL NOT BE PLACED N LAYERS AND SHALL BE NEAR OPTIMUM
MOISTURE CONTENT BEFORE ROILING TO OBTAIN THE PRESCRIBED COMPACTION.
WETTING OR DRYING OF THE MATERIAL AND MWPULA71ON TO SECURE A
UNIFORM MOISTURE CONTENT THROUGHOUT SUCH OPERATIONS SHALL BE NCI N THE LAYER
APR OP IATE�BID REQUIRED
TIM.
SHOULD THE MATERIAL BE TOO WET TO PERMIT PROPER COMPACTION, IT S THE
CO ASS LITY TO UTILIZE MATERIAL WITH AN ACCEPTABLE MOSIURECONTENT. E DO NOT PLACE FROZEN MATERIAL N THE EMBANKMENT. AND DO NOT PLACE
EMBANKMENT MATERIAL UPON FROZEN MATERIAL
F. CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF EMBANKMENTS AND
THE REPLACEMENT OF Mn PORTION WHICH WAS BECOME DISPLACED DUE TO
THE CONTRACTOR'S OPEPA70M
G. START LAYERS IN THE DEEPEST PORTION OF THE FILL, AND AS PLACEMENT
PROGRESSES, GRADE LINE.
CONSTRUCT LAYERS AMMIMATELY PARALLEL TO THE FINISHED
H. ROUTE EQUIPMENT, BOTH LOADED AND EMPTY, OVER THE FILL WIDTH OF
EMBANKMENT TO ENSURE UNIFORMITY OF MATERIAL PLACEMENT.
I. COMPACT EMBANKMENT UNDERLYING NEW GRAVEL PAVING, FLOOR STABS, MCI
51RI1CTllIES TO A 95 PERCENT COMPACTION AT A AWfIMUM DRY DENSITY AS
DETERMINED BY ASTM D-1557 OR WITHIN PLUS OR MINUS 3 PERCENT OF
OPTIMUM MOISTURE CONTENT COMPACT NON- SFRUCNRAL AREA EMBANKMENTS
TO A MINIMUM OF 90 X OF ASTM D -1557.
3.8 SITE GRADING
A USING ON -SUE EXCAVATION MATERIALS. SHAPE. TRIM, I N% AND COMPACT
SURFACE AREAS TO CONFORM TO THE DICES. GRADES, AND CROSS SECTIONS
SHOWN ON THE DRAWINGS OR AS DESIGNATED BY THE CONSTRUCTION MANAGETI.
B. GRADE SURFACES TO DRAIN AND ELIMINATE ANY PONDNG OR EROSION.
C. EUMINATE WHEEL RUTS BY REGRADING.
D. COMPACT AREAS UNDERLYING NEW GRAVEL PAVING, FLOOR SLABS, AND
STRUCTURES TO A 95 PERCENT COMPACTION AT A MAXIMUM DRY DENSITY AS
DETERMINED BY ASTM D-1557 OR WITHIN PLUS OR MINUS 3 PERCENT OF
OPTIMUM MOISTURE CONTENT.
E CONSTRUCT FLASHED SURFACE OF SITE GRINNING AREAS WITHIN ONE NCH
FROM SPECIFIED GRADE.
3.9 SUBGRADE PREPARATION
A SHAPE TOP OF SUBWAX TO THE LINES AND GRADES SHOWN ON THE
DRAWINGS
B. MAINTAIN TOP OF SUBGRADE N A FREE-DRAINING CONDITION.
C. DO NOT STOCKPILE MATERIALS ON TDP OF SUEX;M UNLESS AUTHORIZED BY
CONSTRUCTION MANAGER
D. COMPACT THE TOP 12 INCHES OF SUBGRADE TO A 95% COMPACTION AT A
MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 OR WITHIN PLUS OR
MINUS 3 PERCENT OF OPTIMUM MOISTURE CONTENT
E CONSTRUCT TOP OF SUBGRADE WITHIN ONE INCH OF ESTABLISHED GRADE AND
CROSS - SECTION.
3.10 GEOTEXTILE FABRIC
A LAY GEORJOILE FABRIC OVER COMPACTED SUBGRADE AS PER CONSTRUCTION
DOCUMENTS N THE COMPOUND AREA AND UNM LENGTH OF ROAD (WHEN
REOUIRED). LAP ALL JOINTS TO A MINIMUM OF 36 INCHES.
3.11 GRAVEL SURFACING
A CONSTRUCT GRAVEL SURFACING AREAS USING CRUSHED AGGREGATE BASE MCI
FINISH COURSES AS SPECIFIED BY CONSTRUCTION MANAGER OR DONSfRUCIM
DOCUMENTS.
B. SPREAD GRAVEL AND RAKE TO OBTAIN A INFORM SURFACE AREA
4.0113
CAL LOCAL UNDEIMUND UTILITY LOCATING SUM BEFORE ANY
EXCAVATION OR TRENCHING.
4.1 MATERIALS
FILL MATERIAL SHAT BE OBTAINED. WHEN POSSIBLE, FROM MATERIALS
EXCAVATED FROM TRENCHES ON -SITE. SIRUCIURAL FILL, SAND OR SLURRY
SHALL BE APPROVED BY THE CONSTRUCTION MANAGER AND SHALL CONFORM
TO LOCAL GOVERNING JURISIXIIONS AND UTILITY COMPANY REQUIRMENIS. THE
FILL MATERIAL SWILL CONTAIN NO ORGANIC MATERIAL OR ROCKS, NOR SHALL
CONTAIN OBJECITONABLE MAIMS AND /OR MATERIALS DESIGNATED AS
HAZARDOUS OR INDUSTRIAL. BY THE ENVIRONMENTAL PROTECTION AGENCY (EPA).
THE FILL MATERIAL SHALL CONTAIN FINES SUFFICIENT TO FILL ALL VOWS N
THE MATERIAL COMPACTION OF BACKFILL OR BORROW SOIL SWILL BE PLACED
N 12 NCH LOOSE LIFTS WHEN UTILIZING HEAVY COMPACTION EQUIPMENT OR 6
INCH LOOSE HUFFS WREN UTNJZING HAND OPERATED TAMPERS.
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CHRISTOPHER D.
MORIN
AWS CODA No. 032984
IBC ARCHITECTS ENGINEERS
FALLS CHURCH, VA
SPECIFICATIONS
A 01 -15-09 PRELNMMARy CONSTRUCT" pyl�5
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4.2 PIPE DETECTION AND IDENTIFICATION
A UTNIZNG WARNING TAPE: ALL ELECTRIC SERVICE TRENCHES SHAM BE MARKED WITH WARWNG TAPE
4.3 TRENCH EXCAVATION
A DIG TRENCH TO INS AND GRADES SHOWN ON THE PLANS OR AS DIRECTED BY CONSTRUCTION
MANGER.
B. TRENCH LENGTH SHALL BE SU"IENT TO ALLOW FOR SATISFACTORY CONSTRUCTION AND
INSPECTION OF THE PROJECT. WITHOUT ENDANGERING OTHER CONSTRUCTION WORK OR ADJACENT
FACILITIES.
C. DISPOSE OF EXCESS AND UNSUITABLE EXCAVATION MATERIAL PROPERLY, AS DIRECTED BY
CONSTRUCTION MANAGER.
D. USE HAND METHODS FOR EXCAVATION THAT CANNOT BE ACCOMPIJSFED WITHOUT ENDANGERING
EXISTING OR NEW STRUCTURES OR OTHER FACILITIES.
4.4 TRENCH PROTECTION
A POW MATERIALS. LIBOR. AND EQUIPMENT NECESSARY TO PROTECT TRENCHES AT ALL TIMES
B. SHEETING AND BRACING: MEET OR EXCEED OSHA REQUIREMENTS.
4.5 BACKFlILNG
A NOTIFY THE CONSTRUCTION MANAGER AT LEAST 24 HOURS N ADVMICE OF BACKFIL ING.
8. BACIOILL TRENCH WITH LIFTS UP TO 12 INCHES, LOOSE MEASURE.
C. PROTECT COMM FROM LATERAL MOVEMENT, DAMAGE FROM IMPACT, OR UNBALANCED LOADING TO
AVOID DISPLACEMENT OF CONDUIT AD /OR STRUCTURES. DO NOT FREE FALL BACKFILL INTO
TRENCH UNTIL AT LEAST 12 INCHES OF COVER IS OVER THE CONDUIT.
4.6 COMPACTION
A COMPACT BACKFIL TO A 95 PERCENT COMPACTION AT A MAXIMUM DRY DENSITY AS DETERMINED BY
ASTM D-1557 OR WITHIN PLUS OR MINAS 3 PERCENT OF OPTIMUM MOISTURE CONTENT.
S. IF REQUIRED COMPACTION DENSITY HAS NOT BEEN OBTAINED, REMOVE THE BACKFILL FROM THE
TRENCH OR STRUCTURE. REPLACE WITH APPROVED BACKFTLL, AND RECOMPACT AS SPECIFIED.
C. ANY SUBSEQUENT SETTLEMENT OF TRENCH OR STRUCTURE BAWD DURING MAINTENANCE POW
SHALL BE CONSIDERED THE RESULT OF IMPROPER COMPACTION AND SHALL BE PROMPTLY
CORRECTED,
5.0 CHAIN LINK FENCES AND GATES
5.1 GENERAL
A PROVIDE CHAIN LINK FENCES AND GATES AS COMPLETE UNITS BY A SINGLE SUPPLY SOURCE
INCLUDING NECESSARY ERECTION ACCESSORIES, FITTINGS, AND FASTENERS
5.2 PRODUCTS AND MATERIALS (AS APPROVED BY CONSTRUCTION MANAGER OR AS WITHIN CONSTRUCTION
DOCUMENTS)
A COMPOUND FABRIC 84 INCHES HIGH AND OVER WITH 2 -00 MESH SMALL BE KNUCKLED AT ONE
SELVAGE AND TWISTED AT THE OTHER.
B. STEEL FABRIC:
COMPLY WITH CHAIN LINK FENCE MANUFACTURES INSTITUTE (CLFMI) PRODUCT MANUAL. FURNISH
ONE PIECE OF FABRIC WIDTHS. WIRE SIZE INCLUDES ZINC OR ALUMINUM COATING.
1. SIZE 2 -INCH MESH, 9 GAUGE (0.148 -NCH DIAMETER) WIRE
2. GALVAN® STEEL FINISH: ASTM A 392, CLASS 2, WITH A MINIMUM 2.0 OZ. ZINC PER SO.
FT. OF UNCOATED WIRE SURFACE
C. FRAMEWORK MID ACCESSORIES:
1. GENERAL REQUIREMENTS: EXCEPT AS INDICATED OTHERWISE, CONFORM TO THE CHAIN LINK
FENCE MANUFACTURERS INSTITUTE (CLFMI) PRODUCT MANUAL. INDUSTRIAL STEEL GUIDE FOR
FENCE RAILS, POSTS, GATES AND ACCESSORIES. INCLUDING TABLE L
2. STRENGTH REQUIRIW S FOR POSTS AND RAILS CONFORMING TO ASTM F 669.
3. TYPE 1 PIPE: HDT-DIPPED GALVANIZED STEEL PPE CONFORMING TO ASTM F 1083, PLANE
ENDS, STANDARD WEIGHT (SCHEDULE 40) WITH NOT LESS THAN 1.8 OL ZNC PER S0. FT.
OF SURFACE AREA COATED.
4. FITTINGS: COMPLY WITH ASTM F 526. MIL FINISHED ALUMINUM OR GALVANIZED IRON STEEL
TO SUIT MANUFACTURER'S STADARDS.
5. TOP RAIL MAIUFACTURFR'S LONGEST LENGTHS, WTH EXPANSION TYPE COUPLNGS,
APPROXIMATELY 6 INCHES LONG, FOR EACH JOINT. PROVDE MEANS FOR ATTACHING TOP RWL
SECURELY TO EACH GATE CORNER, PALL AND ED POST.
A GALVANIZED STEEL- 11/4 NCH NPS (1.66 NCH OD) TYPE 1 OR I STEEL PIPE OR 1.625
NCH X 1.25 NCH ROLL- FORMED C SECTIONS WEIGHTING 1.35 LBS. PER FT.
D. SWING GATES:
COMPLY WITH ASTM F 900D. PROVIDE HARDWARE AND ACCESSORIES FOR EACH GATE, GALVANRED
PER ASTM A 153, AND N ACCORDANCE WITH THE FOLLOWING:
1. HINGES: WON- UFT-OFF TYPE, OFFSET TO PERMIT 180 DEG. GATE OPENING.
2. LATCH: MTS MULTI-LOCKING DEVICE JMT -06477 OR APPROVED EQUAL
a r c h i t e c i s
e n g i n e e r s
3. KEEPER: PROVIDE KEEPER FOR VEHICLE GATES, WINCH AUTOMATICALLY
ENGAGES GATE LEAF AND "OLDS IT N OPEN POSITION UNTIL MANUALLY RELEASED.
E CONCRETE:
PROVIDE CONCRETE CONSISTING OF PORTLAND CEMENT. ASTM C 150. AGGREGATES ASTM C 33, AND
CLEW WATER. MIX MATERIALS TO OBTAIN CONCRETE WITH A MINIMUM OF 28-DAY COMPRESSIVE
STRENGTH OF 3000 PSI.
6.0 jANDSCAM
A FURNISH. NSTALL AND MAINTAIN LANDSCAPE WORK AS SHOWN AND OR REARED WITHIN THE
CONSTRUCTION DOCUMENTS OR AS SPECIFIED N THE AT &T CONSTRUCTION SPECIFICATIONS.
7.0 CONCRETE
A FORMS: SMODTH AND FREE OF SURFACE IRREGUTAIM. UTILIZE FORM RELEASE AGENTS.
B. CHAMFER: EXPOSED EDGES OF ALL TOWER FOUDDATKNS SHALL RECEIVE A 3/4' BY 3/4% 45
DEGREE CHAMFER. OTHER EXPOSED EDGES SAL RECEIVE A TOOLED RADIUS FINISH.
C. UPON COMPLETION, REMOVE ALL FORMS, INCLUDING THOSE CONCEALED OR BURIED.
D. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL RE%W"ENTS.
� l6u ►',al :�7,1 �,1 ►7.17.11
REFER TO STRUCTURAL DRAWNGS FOR ALL REQUIREMENTS.
9.0 CAST -IN PLACE CONCRETE
FOR STRUCTURAL CONCRETE (FOOTINGS, FOUNDATIONS, ETC.), REFER TO STRUCTURAL DRAWINGS FOR
REOUNEMENIS. FOR ANY MISCELLANEOUS CONCRETE, REFER TO SPECIFICATION BOOK OR OBTAIN
REQUIREMENTS FROM CONSTRUCTION MANAGER
A ALL CONCRETE SHALL COMPLY WITH ASTM C94 UNLESS NOTED OTHERWISE.
B. MINIMUM COMPRESSIVE STRENGTH (F'C) AT 28 DAYS. 4000 PSI FOR TOWER FOUNDATION,
AND 3500 PSI FOR ALL OTHER CONCRETE UNLESS SPECIFIED IN CONSTRUCTION DOCUMENTS.
C. AR ENTRAINMENT: PROVIDE 4 TO 8% AIR E F AINMEM FOR ALL CONCRETE SUBJECT TO
FREEZE-THAW CYCLE.
D. CONCRETE TESTING: ALL FOUNDATION CONCRETE SWILL BE TESTED BY AN INDEPENDENT TESTING
AGENCY APPROVED BY THE CONSTRUCTION MANAGER. ALL STRUCTURAL TOWER FOUNDATION
CONCRETE MUST BE TESTED. EQUIPMENT OR BUILDING PADS ARE NOT REQUIRED TO BE TESTED,
UNLESS OTHERWISE NOTED BY CONSTRUCTION MANAGE. PROVIDE A MINIMUM OF 5 CYLINDERS
(2 -7 -DAY. 2 -28 -DAY, 1- SPARE) FOR EACH DAYS POUR, OR FOR EVERY 50 YARDS PLACED -
WWCHEVER IS GREATER. ADDITIONAL TESTS OR CYLINDERS MAY BE REGRRED BY CONSTRUCTION
MANAGER. A SLUMP, AR, AND TEMPERATURE TEST SHALL BE PERFORMED FOR EACH SET OF
CYLINDERS CAST. PREFERABLY, TESTS SNAIL BE PERFORMED AT THE LOCATION OF ANCHOR
BOLTS (PIERS - FOR MAT & PETS, CAISSONS - TOP 1/3 OF CAISSON). TESTS SMALL ALSO
BE REQUIRED FOR CONCRETE CONSIOM BEING LESS THAN DESIRABLE BY CONCRETE
SPECIFICATION STANDARDS THE TESTING AGENCY HAS THE XMIORRY TO NOT ACCEPT
CONCRETE MEETING THESE SPECIFICATIONS FOR AT&T. THE CONTRACTOR IS RESPONSIBLE FOR
ANY CONCRETE NOT MEETING THESE STANDARDS. THE CONTRACTOR IS RESPONSIBLE FOR
COORDINATION OF THE TESTING AGENCY A MINIMUM OF 24 WRNS N ADVANCE OF EACH
FOUNDATION POUR. TEST REPORTS SHALL BE FORWARDED TO CNGUAR CONSTRUCTION
MANAGER WITHIN 24 HOURS OF LAB TEST.
E VBRATE ALL CONCRETE USING SUFFICIENT HIGH FREQUENCY. LOW AMPLITUDE MECHANICAL
IMMERSION TYPE VIBRATORS INSERT VIBRATORS N CONCRETE AT REGULAR NTERVALS AND OVER
ENTIRE SURFACE TO SOLIDLY FILL CONCRETE MECHANICAL WMERSDN TYPE VIBRATORS. INSERT
VWA70RS N CONCRETE AT REGULAR INTERVALS AID OVER ENTIRE SURFACE TO SOLIDLY FILL
CONCRETE AROUND AND BETWEEN REINFORCEMENT BARES AND INTO CORNERS AND
IRREGULARITIES. VIBRATE THOROUGHLY THROUGH EACH LIFT TO THE PREVIOUS LIFT.
REVIBRATKN AS LATE AS THE RUNNING VIBRATOR WALL SINK MOM UPPER LAYERS OF ITS
WEIGHT, S RECOMMENDED. DISCONTINUE VIBRATION WHEN RISING ENTRAPPED AIR BUBBLES STOP
BREAKING THE LEVELING SURFACE. DO NOT OVERVEIRATE AS THIS MAY CAUSE SEGREGATION.
F. FINISHING EXPOSED CONCRETE SURFACES
I. THESE PROVISIONS APPLY TO ALL EXPOSED AND ALL FORMED CONCRETE, EXTERIOR OR
INTERIOR. UNLESS SPECIFICALLY DETAILED OTHERWISE PERFORM PROCEDURES PRIOR TO
APPLICATION OF ANY CURING COMPOUNDS.
2. ALL SURFACES: THOROUGHLY CLEAN OF ALL STAINS, SPATTER AND LOOSE MATERIAL
3. FINS, RIDGES, HIGH SPOTS: HDNE SMOOTH WITH ABRASIVE POWER CINDERS WHILE
CONCRETE S GREEN, IMMEDIATELY AFTER FORM REMOVAL
4. FORM TIE HOLES AND DEEP DEPRESSIONS: FLUSH THOROUGHLY WITH CLEAN WATER AND
TAMP TO OVERFULL WITH DRYPACK. CURE 10 DAYS AND HONE FLUSH AND SMOOTH.
5. ROCK POCKETS. HONEYCOMB, SAND STREAKS. DEBRIS AND VOIDS: CUT OUT AT LEAST 1 INCH
DEEP WITH SIDES PERPEWJLAR TO SURFACE FLUSH OUT WITH CLEAN WATER. COAT
SURFACE WITH NEAT CEMENT PASTE AND TAMP TO OVERFULL WITH DRYPACK N AT LEAST
TWO LAYERS. CURE FOR 10 DAYS AND HONE FLUSHED AND SMOOTH.
SITE NAME: SPRINGDALE DR
us emam m an ��oos� A M SITE NO.: CV333A
F� (" m- M CORNER OF HUNT CLUB DR do KESWICK RD
KESWICK, VA 22947
at &t
Ulm 17AZA 1
4ID1 0DK m% BIOME m
asMImM"m
G. CONTRACTOR SHALL VERIFY ALL SIZES AND LOCATIONS OF ALL ELECTRICAL OPENINGS AND
EQUIPMENT/BUILDING PADS WITH THE ELECTRICAL DRAWINGS AND SHOP DRAWINGS IT SWILL
BE THE RESPORSIBIU Y OF THE CONTRACTOR TO PROVIDE ALL OPENINGS AND SLEEVES FOR
PROPER DISTRIBUTION FOR ALL UTILITIES.
CONTRACTOR SHALL REFER TO DRAWINGS OF OTHER TRADES AND VENDOR DRAWINGS FOR
EMBEDDED ITEMS MD RECESSES NOT SHOWN ON STRUCTURAL DRAWINGS.
PRIOR TO POURING CONCRETE THE INDEPENDENT TESTING AGENCY SMALL INSPECT ALL
FOUNDATION STEEL AND FOUNDATION SUBGRADE
� � 71lt.tll d. 7177
A UNLESS OTHERWISE NOTED, ALL DETAILING, FABRICATION AND PLACING OF REINFORCNG STEEL
SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED
CONCRETE STRUCTURES (ACI 315).
B. ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL CONFORMING TO ASIA A-615, GRADE
K DEFORMED.
C. HEATING AND WELDING OF BARS IS PROHIBITED WITH THE EXCIEPTION OF WRITTEN APPROVAL BY
THE STRUCTURAL ENGINEER.
D. ALL REINFORCEMENT BARS TO BE FREE FROM LOOSE RUST AND SCALE.
E UNLESS OTHERWISE NOTED, ALL REINFORCEMENT SHALL HAVE A MINIMUM CONCRETE COVERAGE
OF 3 INCHES. THIS MAY REWIRE SPACERS AND CHAIRS AS REQUIRED BY TESTING AGENCY OR
CONSTRUCTION MANAGER.
F. SPLICES IN REINFORCEMENT SIM ARE PROHIBITED, UNLESS APPROVED BY CONSTRUCTION
MANAGER ALL SPLICES MUST THEN MEET ALL APPLICABLE ASTM STANDARDS FOR SPLICING.
11.0 GROUND
MEET ALL APPLICABLE CODES, REQUIREMENTS OF THE CONSTRUCTION DOCUMEMS. AND
AT &T CONSTRUCTION SPECIFICATI N&
1. SWITCHES AND STANDARD FEATURES
A CYCLIC CRANKING
B. ALARM HORN WITH SI.ENCNG SWITCH
C. VOLTAGE /ADJUSTING RHEOSTAT
D. OVERVOLTAGE PROTECTION
E REMOTE TWO -WIRE AUTO START SYSTEM
F. LAMP TEST SWITCH
G. RUN -OFF- RESET /AUTO SWITCH ( ENGNE START)
H. ENGINE COMM TIMER (5 MINUTES)
2. ERROR-PROOF WIRING HARNESS FOR ELECTRICAL
CONNECTIONS
3. PANEL LAMPS
4. DC CIRCUIT PROTECTION
UNIT
1. WEATHER HOUSING - STANDARD WITH ROOF MOUNTED
SILENCER
2. MOUNU CRITICAL GRADE EXHAUST SILENCER
3. TAL PPE AND RAIN CAP
COMM SYSTEM ACCESSORIES
I. UNIT MOUNTED RADIATOR
2. ENGINE BLOCK HEATER
FUEL SYSTEM ACOMM
1. FLEXIBLE FUEL LIES
2. ENGINE BOAC( HEATER
3. SUBBASE FUEL TAW-172 GALLONS
4. DOUBLE WALL CONSTRUCTION WITH LEAK
DEFECTION MONITOR
5. U.L 142 LISTED
6. FUEL LEVEL GAUGE
7. LOW FUEL LEVEL ALARM
8. FILL PPE EXTENDED 10% INTO TAW
9. H#GH-FUEL LEVEL ALARM -SET AT 95%
10. 7.5 GALLON LOCKABLE FILL WITH SPILL CONTAINMENT
03 -13-09 I FINAL CONSTRUCTION DR WINGS
01 -15-09 PRa M &WY CONSTRUCTION DRAWINGS
DATE I REVISIONS
F_: AS SHOWN DESIGNED B. OUINN
GENERATOR ACCESSORIES
1. MAN LINE CIRCUIT BREAKER -100 MPS,
INSTALLED ON GENERATOR
2. VOLTAGE REGULATOR t2%
3. SAFEGUARD BREAKER
ENGINE ELECTRICAL ACCESSORIES
1. ELECIRONIC/ISOCFRONOUS GOVERNOR
2. BATTERY RACK, CABLES AND STARTING BATTERY
SYSM*- EAD ACID TYPE
3 BATTERY CHARGER- AUTOMANIC 6 ARP OUTPUT
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BC ARCHITECTS ENGINEERS
FALLS CHURCH, VA
SPECIFICATIONS
DRAWING NUMBER
CV333A- SP -2
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GENERAL NOTES
1. THE GENERAL CONTRACTOR MUST VERIFY ALL OIMIEISONS, CONDMOK AND
ELEVATIONS BEFORE STARTING WORK, ALL DISCREPANCIES SINL BE CALLED TO
THE ATOM OF THE ENGINEER AND SHALL BE RESOLVED BEFORE PROCEEDING
WTIN THE WORK. ALL WORK SWILL BE PERFORMED IN A WORKMANLIKE MANNER N
ACCORDANCE WiTH ACCEPTED CONSTRUCTION PRACTICES.
2 R 6 THE INTENTION OF THESE DRAWINGS TO STOW THE COMPLETED
INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY
BRACING, SHORING. TES, FORM WORK, ETC.. N ACCORDANCE WITH ALL NATONA,
STATE, AND LOCAL ORDNWNCES, TO SAFELY EXECUTE ALL WORK AND SWILL BE
RESPONSIBLE FOR SATE ALL WORK STALL BE N ACCORDANCE WITH LOCAL CODES.
3. THE CONTRACTOR STALL USE ADEQUATE NAM OF SKILLED WORKMEiI WHO
ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO
ARE COMPLETELY FAMILIAR WITH THE SPO MED REQUIREMENTS AND METHODS
NEEDED FOR PROPER PERFORMANCE OF THE WORK.
4. CONSTRUCTION CONTRACTOR AGREES THAT N ACCORDANCE WITH GENERALLY
ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE
REQUIRED TO ASSUME SOLE AND COMPLETE RESPOSBIJIY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING
THE SAFETY OF ALL PERSONS AND PROPERTY. THAT REQUIREMENT SAL BE MADE
TO APPLY COMRNIOISLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND
CONSTRUCTION CONTRACTOR FURTHER AGREES TO INDEMNIFY AND HOLD DESIGN
ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED, N
CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT.
S. SITE GROUNDING SAL COMPLY WTIH CNGLKAR GROUNDING STANDARDS, LATEST
EDITION. AND COMPLY WiTH CNGULAR GRORDING CHECKLIST, LATEST VERSION.
WHEN NATIONAL AND LOCAL GROUNDING CODES ARE MORE STRINGENT, THEY SHALL
GOVERN. GROUNDING SHALL BE COMPLETED BEFORE ERECTION OF A NEW TOWER.
6. ALL WORK SWILL COMPLY WITH OSHA AND STATE SAFETY WAUR01ENTS.
PROCEDURES FOR THE PROTECTION OF EXCAVATIONS, EXISTING CONSTRUCTION, AND
UTILITIES SHALL BE ESTABUSED PRIOR TO FOUNDATION NSUL1A110N F
TEMPORARY LIGHTING AND MARKING ARE REQUIRED BY THE FEDERAL AVIATION
ADMINISTRATION (FAA , R IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE
NECESSARY LIGHTS AND NOTIFY THE PROPER AUTHORITIES N THE EVENT OF A
PROBLEM.
7. ALL WORK SWILL BE ACCOMPLISHED IN ACCORDANCE WITH ALL LOCAL, STATE
90 FEDERAL CODES OR ORDINANCES. THE MOST STRINGENT CODE WILL APPLY N
THE CASE OF DISCREPANCIES OR DIFFERENCES N THE CODE REQUIREMENTS.
8. ANY DAMAGE TO ADJACENT PROPERTIES WILL BE CORRECTED AT THE
CONTRACTOR'S EXPENSE
9. THE CONTRACTOR 6 RESPONSIBLE FOR PROVIDING AMPLE NOTICE TO THE
BUILDING INSPECTION DEPARTMENT TO SCHEDULE THE REQUIRED NSPECiONS. A
MINIMUM OF 24 HOURS OF NOTICE SHOULD BE GIVEN AND THE BINDING
INSPECTION DEPARTMENTS HAVE REQUESTED THAT GROUPS OF TWO OR THREE
SITES BE SCHEDULED AT ONE TIME F POSSIBLE.
10. FOR NEW TOWERS, CNGU AR WILL CONFIRM FAA APPROVAL OF TOWER
LOCATION BY MING TOWER RELEASE FORM. NO TOWER SHALL BE CONSTRUCTED
UNTIL TOWER RELEASE FORM 6 ISSUED TO THE CONTRACTOR.
11. THE COMPLETE BD PACKAGE INCLUDES THESE CONSTRUCTION DRAWINGS ALONG
WITH THE SPECIFICATIONS AND TOWER DRAWINGS /ANALYSIS. CONTRACTOR 6
RESPONSIBLE FOR REVIEW OF THE TOTAL BD PACKAGE PRIOR TO BID SUBMITTAL
12. THE CONTACTOR SHALL VERIFY LOCATIONS OF ALL Don UIILTES WITHIN
THE CONSTRUCTION LIMITS PRIOR TO CONNSiRIUCTION.
13. THE CONTRACTION 6 RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON
THE SITE AT ALL TIMES. SILT AND EROSION CONTROL S U BE MAINTAINED ON
THE DOWNSTREAM SIDE OF THE SITE AT ALL TRIES. ANY DAMAGE TO ADJACENT
PROPERTIES WILL BE CORRECTED AT THE CONTRACTORS EXPENSE.
14. CLEARING OF TREES AND VEGETATION ON THE SITE SHOULD BE KEPT TO A
MINIMUM. ONLY THE TREES NECESSARY FOR CONSTRUCTION OF THE FACLJTIES
SHALL BE REMOVED. ANY DAMAGE TO PROPERTY OUTSET THE LEASED PROPERTY
BALL BE REPAIRED BY THE CONTRACTOR
15. ALL SUITABLE BORROW MATERIAL FOR BA:KFLL OF THE SITE SNAL BE
INCLUDED IN THE BID. EXCESS TOPSOIL AND UNSUITABLE MATERIAL 9W1 BE
DISPOSED OF OF SITE AT LOCATIONS APPROVED BY GOVERNING AGENCIES PRIOR
TO DEPOSAL
16. SWING AND MILL. M OF THE SITE WILL BE ACCOMPLISHED AS SOON AS
POSSIBLE AFTER COMPIETON OF THE SITE DEVELOPMENT. THE CONTRACTOR 6
RESPONSIBLE FOR PROVIDING AND MAINTAINING AN ADEQUATE COVER OF
VEGETATION OVER THE SITE FOR A ONE YEAR PERIOD.
17. PERMITS: THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED
PERMITS, LICENSES, FEES, INSPECiONS, ETC AND PROVIDE E911 ADDRESS TO
AT&T.
18. RECORD DRAWINGS MAINTAIN A RECORD OF ALL CHANGES, 91BSTRUTIONS,
ETC- BETWEEN THE WORK AS SPECIFIED AND (STALLED. RECORD CHANGES ON A
CLEAN SET OF CONTRACT DRAWINGS WHICH SHALL BE TURNED OVER TO THE
CWMUCTON MANAGER UPON COMPLETION OF THE PROJECT.
a r c h i t e c t s
e n g i n e e r s
EXCAVATION AND GRADING NOTES:
1. ALL CUT AND FILL SLOPES SALT BE 3 : 1 MAIM.
2. ALL EXCAVATIONS ON WHICH CONCRETE S TO BE PLACED SWILL BE
SUBSTANTIALLY 1ORMIAL ON UNDISTURBED AND UNFROZEN SOIL AND BE FREE
FROM LOOSE MATERIAL AND EXCESS GROUND WATER. DEWATERNG FOR EXCESS
GROUND WATER SHALL BE PROVIDED IF REQUIRED.
3. CONCRETE FOUNDATIONS SWILL NOT BE PLACED ON ORGANIC MATERIAL IF
SOUND SOL IS NOT REACHED AT THE DESIGNATED EXCAVATION DEPTH. THE
UNSATISFACTORY SOIL STALL BE EXCAVATED TO iTS FULL DEPTH AND OTHER BE
REPLACED WiTH MECWVNCALLY COMPACTED GRANULAR MATERIAL OR THE
EXCAVATION SWILL BE FILLED WITH CONCRETE OF THE SAME QUALITY SPECIFIED
FOR THE FOUNDATION.
4. ANY EXCAVATION OVER THE REQUIRED DEPTH SCOW. BE FILLED WTH EITHER
MECHANICALLY COMPACTED GRANULAR MATERIAL OR CONCRETE OF THE SAME
QIAUTY SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED TO
STABILIZE THE BOTTOM OF THE EXCAVATION. STONE F USED, SHALL NOT HE USED
AS COMPILING CONCRETE 1FNCIOM
S. AFTER COMPLETION OF THE FOUNDATION AND OTHER CONSTRUCTION BELOW
GRADE, AND BEFORE BACK FILLING, ALL EXCAVATIONS SHALL BE CLEAN OF
URWABLE MATERIAL SUCH AS VEGETATION. TRASH, DEBRIS, AND SO FORTH.
6. ALL BACKFLLING SAL (1) 115E APPROVED MATERIALS CONSISTING OF EARTH,
LOAM, SANDY CLAYS, SAND AND GAVEL, OR SOFT SHALE, (2) BE FREE FROM
CLODS OR STONES OVER 2 1/2' MAXIMUM DIMENSIONS, AND (3) BE PLACED IN
LAYERS AND COMPACTED.
7. SITE FILL MATERIAL AND FOUNDATION BACK FILL SHALL BE PLACED N LAYERS,
MAXIMUM 6' DEEP BEFORE COIPAC'MR EACH LAYER SWV.L BE SPRINKLED IF
REOURED AND COMPACTED BY HAND OR MACHINE TAMPERS TO 95X OF MAXIMUM
DENSITY. AT THE OR" MOISTURE COTENT OF t2X AS DEiERMNED BY ASTM
DESIGNATION D- 698, UNLESS OIHIERWISE APPROVED. SUCH BACK FILL SAL NOT
BE PLACED BEFORE 3 DAYS AFTER PLACEMENT OF CONCRETE.
8. THE FOUNDATION AREA SHALL BE GRADED TO PROVIDE WATER RUNOFF AND
PREVENT WATER FROM STANDING. THE FETAL GRADE SHAH. SLOPE AWAY N ALL
DIRECTIONS FROM THE FOUNDATION AREA (UP TO ONE FOOT OUTSIDE THE FENCE
OR GROUND SYSTEM PERIMETER) AND SHALL BE COVERED WITH A GEOiE TILE
FABRIC M9RM 50OX OR APPROVED EQUAL TO PREVENT REOCCURRENCE OF
VEGEFATNE GROWN, AN THEN BALL BE COVERED WITH 4' DEEP COMPACTED
STONE OR GRAVEL.
9. THE CONTACTOR SALL PROVDE ALL EROSION AND SEDIMENTATION CONTROL
MEASURES AS REQUIRED BY LOCAL, CRY, COUNTY, AND STATE CODES AND
ORDINANCES TO PROTECT ENBANKMENPS FROM SOL LOSS AND TO PREVENT
ACCUMULATION OF SOIL AND SLT N STREAMS AND DRAINAGE PATHS FROM LEAVING
THE CONSTRUCTION AREA THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES,
STRAW BALE SEDIMENT 8ARI6ERS. AND PECK DAMS
10. FILL PREPARATION: REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND
UNSATISFACTORY SOL MATERIALS, OBSi UCFIOMS, AND DELETERIOUS MATERIAL FROM
GROUND SURFACE PRIOR TO PLACING FILLS, PLOW SiRP OR BREAK UP SLOPED
SURFACES STEEPER THAT 1 VERTICAL TO 4 HORIZONTAL SO FILL MATERIAL WILL
BOND WITH EXISTING SURFACE WHEN SUBGRADE OR EXISTING GROUND SURFACE TO
RECENE FILL HAS A DENSITY LESS THAN THAT REQUIRED FOR FILL, BREAK UP
GROUND SURFACE TO REQUIRED DEPTH, PULVERIZE, MOISTURE CONDITION OR
AERATE SOIL, AND RECOMPACT TO REQUIRED DENSITY.
11. REPLACE EXSTING GAVEL SURFACING ON AREAS FROM WHICH GRAVEL
SURFACING 6 REMOVED DURING CONSTRUCTION OPERATIONS. GRAVEL SURFACING
SHALL BE REPLACED TO MATCH EXISTING ADJACENT GRAVEL SURFACING AND SHALL
BE OF THE SAME THICKNESS. SURFACES AND GRAVEL SLWACNG 91AL BE FREE
FROM CORRUGATIONS AND WAVES. DEW GRAVEL SURFACED MAY BE EXCAVATED
SEPARATELY AND REUSED F MALI AMOUNTS OF EARTH, ORGANIC MATTER, OR
OTHER DELETERIOUS MATERIALS ARE REMOVED PRIOR TO REUSE FURNISH ALL
ADDITIONAL GRAVEL RESIWACNG MATERIAL AS REQUIRED . BEFORE GRAVEL
SURFACING 6 REPLACED. SUBGRADE SHALL BE GRADE TO CONFORM TO REQUIRED
SUBGRADE ELEVATIONS, AND LOOSE OR DISTURBED MATERIALS SHALL BE
THOROUGHLY COMPACTED. DEPRESSIONS N THE SUBGRADE SHALL BE FILLED AND
COMPACTED WITH APPROVED SELECTED MATERIAL. GRAVEL SURFACING MATERIAL
SHALL NOT BE USED FOR FLUNG DEPRESSIONS N THE SUBGRADE.
12. PROTECT DOM GRAVEL SURFACNG AND SUBGRADE N AREAS WHERE
EQUIPMENT LEADS WILL OPERATE USE PLANKING OR OTHER SUITABLE MATERIALS
DESIGNED TO SPREAD EQUIPMENT LOADS. REPAIR ANY DAMAGE TO EXSW GRAVEL
SURFACING OR SUBWAX WHERE SUCH DAMAGE 6 DUE TO THE CONTRACTOR'S
OPERATIONS.
13. DAMAGE TO DOW STRUCTRES AND UiLITES RESULTING FROM
COTTRACTOWS NEGLIGENCE SHALL BE REPAIRED/REPLACED TO OW?ERS'S
SATISFACTION AT CONTRACTOR'S EXPENSE
14. CONTRACTOR STALL COORDINATE THE CONSTRUCTION SCHEDULE WITH THE
PROPERTY OWNER SO AS TO AVOID INTERRUPTIONS TO PROPERTY OWNER'S
OPERATIONS.
15. ENSURE POSITIVE DRAINAGE DURING AND AFTER COMPLETION OF
16. RIPW SWY.L BE CLEAN, HARD, SOUND, DURABLE, UNIFORM N QUALITY, AND
FREE OF ANY DETRIMENTAL QANNTY OF SOFT, FRIABLE, THIN, ELONGATED OR
LAMINATED PIECES, DISINTEGRATED MATERIAL, ORGANIC MATTER, GL, ALKALI, OR
OVER DELETERIOUS SUBSTANCE
SITE NAME: SPRINGDALE DR
FFA o EH aN A tee°i SITE NO.: CV333A
Im. 1n -1111
FAT¢ 171-M CORNER OF HUNT CLUB DR & KESWICK RD
KESWICK, VA 22947
at &t
4101 RO MEET J0o
OIDI AM M 21010
UTILITY S
1. AL UTILITY POLES SWV.I BE 35 FT., CLASS 4 OR AS DIRECTED BY THE VMM
PROVIDER. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY PRIOR
TO EXCAVATING. OR INSTALLING MIRY UTILITY POLES.
- 13-M 1 FINAL CObTRUCTION DRAYANGS
-15-OO PRaJW AqY CONSTRUCTION DRMYNOS
DATE REVISIONS
AS SHOWN lDmrNm & OUNN
c mw
OF
CHRISTOPHER D.
MORIN
No. 032984
°701ViIL�O� �'
BC ARCHITECTS ENGINEERS
FALLS CHURCH, VA
SPECIFICATIONS
DRAWING NUMBER
CV333A- SP -3
ABBREVIATION KEY
0
DIAMETER
&
AND
BTM.
BOTTOM
t
CENTER LINE
CONC.
CONCRETE
C.J.
CONTROL JOINT
DLA
DIAMETER
EL
ELEVATION
E.S.
EACH SIDE
E.W.
EACH WAY
FFI
FLANGE FACING INSIDE
FFO
FLANGE FACTO OUTSIDE
FT.
FEET
F.V.
FIELD VERIFY
GALV.
GALVANIZED
FORA.
HORIZONTAL
IN.
INCH
LIFO
LEG FACING OUTSIDE
LLVD
LONG LEG VERTCAL DOWN
LLVU
LONG LEG VERTICAL UP
MAZ.
MAXIMUM
MFR.
MANUFACTURER
MN.
MINIMUM
MPH
MILES PER FOUR
O.C.
ON CENTER
It
PLATE
REEF.
REINFORCE
REQ'D
REQUIRED
SM.
SIMILAR
SiD.
STANDARD
STL.
STEEL
TYR
TYPICAL
UKO.
UNLESS NOTED OTHERWISE
VERT.
VENT"
VLD
VERTICAL LEG DOWN
VLU
VERTICAL LEG UP
W/
WITH
- 13-M 1 FINAL CObTRUCTION DRAYANGS
-15-OO PRaJW AqY CONSTRUCTION DRMYNOS
DATE REVISIONS
AS SHOWN lDmrNm & OUNN
c mw
OF
CHRISTOPHER D.
MORIN
No. 032984
°701ViIL�O� �'
BC ARCHITECTS ENGINEERS
FALLS CHURCH, VA
SPECIFICATIONS
DRAWING NUMBER
CV333A- SP -3