HomeMy WebLinkAboutSP2006-11A7RAP VINE,
tT E CITY OF GRAPEVINE
IV
SITE PLAN APPLICATION
PART 1. APPLICANT INFORMATION
Name of applicant agent/company/ ntact
&L
'AUMM
Street address of applicant/ agent.
0 o S P r- i nk e re,
Cityl State lZip Code of applicant-1 agent
Its 5 f -,4A ITt
Telephone number of applicant / agent Fax number of applicant/ agent
017 - L I - 002&J-7-860-060-7
Email address of applicantlagent Mobile phone number of applicant/agent
0
Applicant's* t rest in subr'fty
PART 2. PRUPERTY INFORMATION
Street address of subject property
t'fA� M
Legal description of subject topertj
y (metes & bow ndsmust be described on 8 112"x 11" sheet) C,017VIOZ CASC)
RD (-'1
(-geK c- i-,\ C�a
Size of subject property qhTv. casei
Acres Square footage
Present zoning classification:
Give a general description of the proposed use or uses for the proposed development
p
PART 3. PROPERTY OWNER INFORMATION
Name of current property owner.
1?)Iu-e, Don
Street address of property. owner'
66 00 Rt2�i� D
City / State /Zip Code of property owner:
UUS'-- -7,52,05
Telephone number of property 6wn6r.
Fax number of property owner
U Attach a final plat, or rep/at, of the approved subdivision by city council showing property boundary lines, dimensions, easements,
roadways, rail lines, and public rights-of way crossing and adjacent to the tract (I blueline copy)
Ua/ Submit a site plan showing all information required by Section 47.E, Site Plan review requirements (see attached requirements).
U All site plans must conform to the approved concept plan. Any changes to a site plan, approved with a conditional use or a special use,
can onfZ be 2Mroved bZ city council through the public heating process.
swami)
Nov 1 4 200'x;
I=
PART 4. SIGNATURE TO AUTHORIZE FILING OF A FINAL SITE PLAN
Print Applicant's Name: Applicant's Signature:
r
The State Of
County Of(t/i 4
Before Me t �.-� �1 t t`} on this day personally appeared
(notary) (applicant)
known to me (or proved to me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and
acknowledged to me that he executed the same for the purposes and consideration therein expressed.
(Seal) Given under my hand and seal of office this day of U f A.D
My Commission Expires
July 28, 8
Print Property Owners Name:
The State Of
County Of
Before Me
(notary)
Na ry In nd For State Of Texas
Property Owner's Signature
on this day personally appeared
(property owner)
known to me (or proved to me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and
acknowledged to me that he executed the same for the purposes and consideration therein expressed.
(Seal) Given under my hand and seal of office this day of _, A.D.
Notary In And For State Of Texas
CONUIRMATION OF CONSENT
TQ: MOLMXll Catlutar Telephone Company
d/b/u AT&T Wireless Services
5601 Legacy Drive
Pltzno, TX
AIIL:ntion' Ward Wilson
Re: Site t.:L39
Site Name: No,�j��r3cvine
Communications Facility: 3428 Anderson/ Gibson Road 'r c.TX 7502$
t:iL�lilomcn:
Commit is hereby given for AT&T Wireless Services to sublease a portion of the
proporty to FiberTower Corporation, and for the im stallation and maiutcnancc of
FiberTower's equipment in order fur 1"iberTower to provido services to AT&T Wireless,
. e Teo � �.-C..0
11011ted Mum:
t "118/2,002 Rev. i.
L,,,n ilo (.6ment LeQos
December 15, 2006
Bill Bauman
Fibertower
2300 Springmere Dr
Arlington, TX 76012-5672
Re: Case No. SP06-11 - Fibertower
Dear Mr. Bauman,
This letter is to verify that your Site Plan Review application SP06-11, located at 3455 Grapevine
Mills Parkway and platted as Lot 1A2, Block 1 Cross Creek Ranch Addition was approved
December 13, 2006.
Please find enclosed an approved site plan set for your records. I have forwarded two approved
sets to the Building Inspection Division.
No site plan approval shall be valid for a period longer than one (1) year from the date such
approval is issued, unless a building permit is issued and construction is actually begun within
that period, and is thereafter diligently pursued to completion or an occupancy permit is obtained
and a use commenced within that period. Approval of an application does not authorize any
work in conflict with any Codes or Ordinances of the City of Grapevine
Any changes to a site plan approved with a conditional use or a special use can only be
approved by city council through the public hearing process.
If you have any questions relative to your building permit, please contact the Plans Examiner, at
(817) 410-3165. If you have any further questions regarding your site plan approval, please feel
free to contact me at (817) 410-3155.
Sincerely,
/azz�6
Susan Batte
Administrative Secretary
DEVELOPMENT SERVICES DEPARTMENT
The City of Grapevine • P O Box 95104 • Grapevine, Texas 76099 0 (817) 410-3154
-- . __ Fax (817) 410-3018 • www.ci.grapevine.tx.us
March 19, 2003
Illus; ling, LIZ.
5500 Freston It,oad
Suite 220
Dallas, 'TX 75205
Kc: Silo 4: Lljfi9
Sitc Namo: North Grapevine
Communications Facility: x428 Ander-gcm/ Gibson Road, QM>evine. TX 75028
Dear Sir or Mariam:
I aln writing to you on behalf of A'T&'I` Wircicsss ("AWS"), which has a wireless
communications facility located on or within your Property at the above address.
Asa result of chnnges in technology and developments in the communications industry,
AWS will be using the cervices of FibetTower Corporation at the above referenced
facility, including subleasing space to FiberTower to install and operate certain
egllilinlent at the facility. Flextronics Network Services will be managing the installation.
This activity will involve the installation of radios and associated equipment and the
subsequent maintenancc of the facility. Consistent with the agreement governing the
t'4fereneed facility, we are seeking your documented consent to proceed to make these
changes. To assist in the work to be done, we ask that you please retunt the enclosed
f'csnn "Confirmation of Consent' to us within ten (I0) days of your receipt orchis letter.
To help with the timely return of the signed consent we have enclosod a stamped, self.
luidresscd cavelopo for easy mai ling.
AWS appreciates your assistance in the continuing openation orthis wireless
col)1I11111licaLiolls location.
Thnnk you tar your attention to this matter. If you need any further information or have
any questions, please call Ward. Wilson at (214) 693-6911,
Sinccrcly,
Word Wilson
Real Estato Consultalit to AT&T Wiroless
Site #: 0146 12/18/2002 Rev. 1
Site Namc: North Moseluitc, aidlord Consent Letter
TOTEM.. P. t'4
'�Al I E S
-ENIF- -
A S 1 'JURAL, SFELI, NOILS-
A N Of E S� U C
NE
ANT) -�DNFCIRCIN��- S EEL NO-'
GI 0 N C 1� FIL
I_ Y
PRCPCSi,[. IS FOR' AN UNMANINLI) IEll-
-1 LI v -i
T
Jj 1; lw,� Sf
-,(DNSISIIN,j OF -11 A
-OCAOING ON AN EXISTNG, IDWIFIR Wl� AITA. ',j I WORK �IHAILL BE P;�11�11`L) lj� �4CCOIRIDAI'IfCIL V11k PIE 1- SI-BCONIRAC'OR �HAUL CONTAC 1;1,:TY 1
ALL CONCRETE WORK SHALL BE IN ACCORDANCE '41 T; I filF ACi3Ol. PROJEC-i SIPLCIFICATIONS'AND IN ACCORDAINCF, IMTHI STM. ABG UNLESS ;0
PRIOR R - THE S-NlRT OF
MICROWAVE DISH AND II-lv. IDLACFMFNi Or �)UIDOOIR EQUIPMENT CABINFT
ACI 318, ASTM A 185, AND 7H[ Dj�.0
JECI SPLCII- iCA UONS
AT THE TOWER BASF 0--mFR"MSE NOTE(;.
2 THE PROPOSED FA01-11Y WILL BE UNMANNED ANO DOES NOT REQLIRE 2 ALL CONCRETE SHALL €[AVE A VffMIJIV C'0MPRTS5IVF STRENGIH O� 2. ALL WELDING SHALL BE PERFORMED USING F�P)X\ ELECTRODES AN,) 2. ALI- LXISI?NC ACTIVE SEWER, WAFER, GAS. ELECTRIC, AND OTHf7R
3000 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE. WELDINIC, SHALL CONFORM -101 AiSC AND AWS 011.1 WHERE FILLET WELD
UTILITIES WHERE ENCOUNTERED IN THE -AICRX, SHAILL BE PROTECTED AT
POTABLE WATER OR SEWER SERVff.
S�7ES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE .12.41�� I ALL lllk-� AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE
3. UNMANNED AND IS NOT FOR HUMAN THE AISC "MANUAL OF STEEL. CONSTRUCTION", NIN71-1 EDITION. P4,111171- I
14 CONFORM I'D ASTM A 6'1 5, GRADE 60 , WORK, SMALL BE RLLOCATLD AS DIRECTED EY ENCINERS EXTREME
THF PROPOSED FACILITY IS UNVA� REINFORCING SIFEL SHALL. CAUTION SHOULD BE USED BY THE SUBCONTRACTOR—
HABITAT. (NO HANDICAP ACCESS IS RI.QUIRED) DEFORMED UNLESS NOTED OTHERWISE. WELDED WIPE FABRIC SHALL S0FAC15 SHALL 8E TOUCHED UP.
Wl' L -N EXCAVATING
CONFORM TO ASTM A 185 WELDED STEEL WIRF FABRIC UNLESS NOTED OR DRILLING PIERS AROUND OR NEAR UTILITIES SILDCONiRACTOR SHALL
4 OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION01IFERWISE. SPLICES SHALL BE CLASS "R" AND ALL HOOKS SHALL FIC 3. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS PROVIDE SAFETY TRAINING FCR [HE WORKING CREW. THIS WILL INCLUDE
APPROXIMATCLY 2 TIMES PER MONTH, BY F!9FRTOWFR TECHNICIANS, STANDARD, UNLESS NCTEC OTHERWISE. (3/4" DIA) AND SHALL HAVE A MINIMUM OF TWO HOLTS UNLESS NOTED BUT NOT DE LIMITED TO A) FALL PRORCTICN, B) CONFINED SPACE, 1)
OTHERWISE. ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION.
5. NO NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM THIS
PROPOSAL, 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR 4. NON-STRUCTURAL CONNECTIONS FOR STEF1 GRATING MAY USE 5/8" 3. ALL SI -E WORK SHALL BE AS INDICATED ON THE DRAWINGS AND
REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: DIA. ASTM A 307 BOLTS UNLESS NOTED OTHERWISE.
PROJECT SPECIFICATIONS.
6, OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT CONCRETE CAST AGAINST EARTH: 3 INCHES
PROPOSED. CONCRETE EXPOSED TO EARTH OR WEATHER: 4 IF NECESSARY, RUBBISH, STUMPS, DEDRIS, STICKS, STONES AND
#6 & LARGER/2 INCHES 5. CONCRETE EXPANSION ANCHORS AND EPDXY ANCHORS SHALL BF OTHER RrL`USE SHALL BE REMOVED FROM J[..jF SITE AND DISPOSED OF
7 ALL MATERIAL SHALL BF FURNISHED AND WORK SHALL BE PERFORMED '1 1, SMALLER 1, V14F 11 I'l INCHES INSTALLED IN ACCORDANCE WITH VANUFACTURFIR'S REQUIREMENTS. LEGALLY
IN ACCORDANCE WITH THE CONSTRUCTION OPERATION. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINSTSPECIAL INSP3 CTIONS, REQUIRED BY GOVERNING CODES, SHALL BE
IPERFORMED IN ORDER TO MAINTAIN VIANUFACIURER'S MAXIMUM 5. THE S17E SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW
8. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY THE GROUND: ALLOWABLE LOADS. MANUFACTURER'S MINIMUM CONCRETE EDGE AWAY FROM THE MAGNETEK OR FIBERTOWER EQUIPMENT AND TOWER
D�VAGE CAUSED BY THE CONSTRUCTION OPERATION. LAB AND WALL �/4 INCH REAMS AND COLUMNS 1/2 INCHES D!STANCF SHALL BI:KIAINTAINEI) DURING INSTALLATION. AREAS.
i
I
D SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL 5. 4, CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF 6. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN
PERMITS AND INSPECTION REQUIRED FOR CONSTRUCTION . CONCRETE UNO, IN ACCORDANCE WITH ACI 301 SECTION 4.24. GROUND. FROZEN MATERIALS, SNOW OR ICF SHALL NOT BE PLACED IN
ANY FILL CR EMBANKMENT
SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE 6 INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE
SITE ON A DAILY BASIS. 7 THE SUB GRADE SHALL BE COMPACTED AND BROUGHT 10 A SMOOTH
PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR UNIFORM GRADE PRIOR TO FINISHED SURFACE APP;-ICAI'LON.
11 INFORMATION Si -TOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE BOLT DOWEL OR ROO SHALL. CONFORM TO
VISITS AND DRAWINGS PROVIDED BY THE SITE OWNER, SUBCONTRACTOR 8� ALL EXISTING INACTIVL SEWER, WATER, GAS, EI ECT�I(- AND THE
RECOMMENDAfION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE OTHER
SHALL NOTIFY FLEXTRONICS, INC OF ANY DISCREPANCIES PRIOR TO DRAWINGS. NO REBAR SHALL BE CUF WITHOUT PRIOR ENGINEERING UTILITIES. WHICH INTERFERE WIITI THE EXECUTION OF THE WORK, SHALL
ORDERING MATERIAL OR PROCEEDING WITH CCNSTRUCTION. APPROVAL WHEN DRILLING HOLES IN CONCRETE EXPANSION BOLTS SHALL BE REMOVED AND/GR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED
AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECU'liON OF THE
12. NO WHITE STROHE LIGHTS ARE PERMITfED. LIGHTING, IF REQUIRED,
BE PROVIDE[) BY RAMSET/REOHEAD OR APPROVED (QUAL, WORK, SUBJECT TO THE APPROVAL OF ENGINEERING, OWN�ER AND/OR
WILL MEET FAA STANDARDS AND REQUIREMENTS. LOCAL UTLI-ITIES.
7. ALL MATERIAL SHALL HE FURNISHED AND WORK SHALL BE
-,ALL CALL FOR UNDERGROUND UTILITY MARK OUT PERFORMED IN ACCORDANCE WITH THF CONSTRUCTION OPERATION.
11 SUBCONTRACTOR 9 THE AREAS OF THE PROPERTY DISTURBED BY THE WORK AND NOT
PRIOR TO CONSTRUCTION (1-800-245-4545)
COVERED BY THE TOWER, EQUIPMENT OF DRIVEWAY, SHALL BE GRADED
8. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY TO A UNIFORM SLOPE AND STABILIZED To PREVENT EROSION AS
DAMAGE CAUSED BY THE CONSTRUCTION OPERATION.
SPECIFIED IN THE PROJECT SPECIFICATIONS.
9. FIBER TOWER SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS 10. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE
AND INSPECTION REQUIRED FOR CONSTRUCTION DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED
DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL
10. SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE GUIDELINES FOR EROSION AND SEDIMENT CONTROL.
SITE ON A DAILY BASIS. SrrF PT,AN
11. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITF
VISITS AND DRAWINGS PROVIDED BY THE SITE OWNER. SUBCONTRACTOR
SHALL NOTIFY FIBERTOWER OF ANY [DISCREPANCIES PRIOR TO ORDERING
MATERIAL OR PROCEEDING WITH CONSTRUCTION.
OR
12. NO WHITE STROBE LIGHTS ARE PERMITTED. LIGHTING, IF REQUIRED,
WILL MEET FAA STANDARDS AND REQUIREMENTS
13. SUBCONTRACTOR SHALL CALL FOR UNDERGROUND UTILITY MARK OUT
PRIOR TO CONSTRUCTION. (1-800-245-4545)
PROJECT NO: DLS0303
DRAWN GY� R. MAII
DLS0303
E KED RY� J.V.G.
_NO. DATE REMSIONS
I- I., V";:kms- CONSTRUCTION NOTES
L L P R 0 FiberTower 1 10 NARY ......GRAPEVINE MILLS BLVD. NORTH25/06IPREUMIl
-CONSULTING -GROUP, INC.2 R REVIEW........... SITE NUVB-i;----j DRAWING No. REV
9221 Lyndon B. Johnson Fwy, Suite 204 185 BERRY, SUITE 480 3 30;27/06 FINAL z
—
Dabs, TX 75243 3428 GRAPEVINE MI LLS BLVD NORTH SAN FRANCISCO, CA 94107 4 1
Phone: (972) 231-8893 8/06
GRAPEVINE, TEXAS 75061 DLS0303 N-1 4
Fax: (865) 3&�-8375
www.allproogi.roir
GXISTING FIBERTOWER EUU:PMENT
IN 4'–O"x4'-0" LEASE AREA
ON EXISTING CONC- PAD
TO DLS0363
NEW 4'D MICROWAVE
ANDREW VHP4-107 ANTENNA
243.43' 5 95' RAD CENTER
CA`,3NET SERVICE
PROJECT NO:
DLS0303
_
MAINTENANCE AREA
R. MADLOCK
_DRAWN
CHECKED SY:
J.M.G.
M OATE I
REVISIONS
---_� NEW COAX CABLES HOUTE7 FROM
(E) EIBERTOWER EGUIPMENF UN (L) UNISTRUT
45'-8
– 4
0'. _.
5 lF----- 6'–'�'
26–D" X
1 3
11
{EJ MONOPOLE
5:iX
TO DLS0321
'— (E) PROPERTY LINE
NEW 1'0 MICROWAVE
j
(E) CLIMBING _
k ----
�
RADIO WAVES HPCPF..-23R5 ANTENNA
i PEGS A i
112.4' 9 100 RAD CENTER
i
(E) ICE BRIDGE
\
......... - --
E 122 ' MONOPOLE
(}
(E) CINGULAR SHELTER
-- -- L,
i
V
.r
EXISTING TELCO CABLES RO'JTE,D :.
R _ NT
FROM (E) FIBERaOWER EQUIPMENT
-
IN 1" U/G CONDUIT TO EXIST -
��
TELCO BCARD SNSIDE SHELTERS
�i
I
TO DLS0307
EXISTING 2'0 ViCROWAVE 1
ANUREN! WLP2-180 ANTENNA
-' 182.51 ® 160' RAD CENTER
TO BE REMOVED
mi
'
CINC LAR SHELTER
(F)-_lll
EXISTING SPRINT
n
PLATFORM
49'-9"
I
EXISTING POWER CABLE i
IN (E) U/G CONDUIT
FROM (E) FIBERTOWER EQUIPMENT '
TO DISCONNECT ON (E) SHELTER
ENLARGED SITE PLAN
DLS0303
ALLPRO GRAPEVINE MILLS BLVD. NORTH
CONSULTING GROUP, INC,
9221 .TX75243 Lyndon B. Johnson EWy. salla 264
Dallas, TX 3428 GRAPEVINE MILLS BLVD NORTH
Dallas.
Phone:(972)231-8893 GRAPEVI NE, TEXAS 75061
Fax: (856)364.6375
w w.allprocgLoom
FiberTower
185 BERRY, SUITE 480
SAN FRANCISCO, CA 94107
REVIEW
FINAL
NO"f1l
i, 'JERI',Y 'Til -U ?EXIS'".K,
Uti!)rrRCIRGUND ..'Il:IT!, S 11i-111, F SiAll
ANY "EW CONS 1�RU' IIoiN KjRl< (TYZ'
HAND DIG EXCAVATIONS NEAR EXISTING
117i.IJIIES & YYHFK IND CAT I) ON SI?E PLAN,
3, RLPLAC. EXISTING (r VEL. AS NECESSARY
WHERE DISTURBED DURING CGNSTRUCDON (TYP.).
SITE PLAID
CI'r.l OF GRAPEVINE
i h UiZ OF
Icam'•,--.:�::: �� ,.:::�;.. �>n1�riT
NORTH
well
�v
ENLARGED SITE PLAN
I SITE NUMBER ; DRAWING N0. I REV
DLS0303 C-2 14
PROJECT NO:
DLS0303
BY'.
R. MADLOCK
_DRAWN
CHECKED SY:
J.M.G.
M OATE I
REVISIONS
REVIEW
FINAL
NO"f1l
i, 'JERI',Y 'Til -U ?EXIS'".K,
Uti!)rrRCIRGUND ..'Il:IT!, S 11i-111, F SiAll
ANY "EW CONS 1�RU' IIoiN KjRl< (TYZ'
HAND DIG EXCAVATIONS NEAR EXISTING
117i.IJIIES & YYHFK IND CAT I) ON SI?E PLAN,
3, RLPLAC. EXISTING (r VEL. AS NECESSARY
WHERE DISTURBED DURING CGNSTRUCDON (TYP.).
SITE PLAID
CI'r.l OF GRAPEVINE
i h UiZ OF
Icam'•,--.:�::: �� ,.:::�;.. �>n1�riT
NORTH
well
�v
ENLARGED SITE PLAN
I SITE NUMBER ; DRAWING N0. I REV
DLS0303 C-2 14
'E,;:' ,=AI71ii 'SPrT
1:4, TE"t` '
kCROWS`.i5i"(:.T' :H` 01ADMUTh
(TRITE. eGhi )
_ - (F; CINGUI Alt AN71ENJNA.S 1C DI 50307
EXIS ��F'C 20 MICROWAVE DISI? D D 50321
RAO CENTER @i 27_ -
i TO BE 71EIAOvrl] - NFI�J !,s '� IcRuWAvc DISH rI j C� �491A!G PEGS -
... MOUNILD .O r<,ONO. OLC ,J ��ONCPOLC
T ry F
\ VI
' •r __ (E) SPRINT ANTENNAS N[%V RADIO UNIT -JE4- MICRDF> FCT
I I RAD CENTER ® 115' i MOUND TO BACK OF "o PIP FOR D' :SH CFEA,I i40J'V OR
I MICROWAVE FISH "'•t IVCI.tJDED Willi ANTENNA AP:�Rp4ED EOuAi, _ TO DLS0321
NEW `.'0 MICROWAVE
MOUNT KIT DISI; ANTENNA
(E) SPRINT AN FENNAS
RAID CENTER @ 508'
TO DLS03D7
I \`
F_XISTING 2'0 MICROWAVE ! \ 5/8' GA1V,
TO DL50321 €i€ , HARDWARE-.---�1!
ANDREW UHLP2 186 ANTENNA ----. \ NEW 1V MICRDWAVE E E �2q�TH
182.515' ®,00 RAD CENTER I I `
TO BF REMOVED RADIO WAVES HPCPE-23RS ANTENNA I
112A- 0 100' RAU CENTER , 1 -
t
TO DLSG363
- NEW 4'0 MICROWAVE DISH �--'" I Pti�i
I MOUN'ffD TO MONOPOLE
- C
NEW MICROELE .7 B1624
I jt
-� -- TO DL5G363 I -�-- CHAIN MOUN?' -- � TO DLS0307
NEW 4'6 MICROWAVE (E) ANTENNASOR APPROVED EQUAL I �� EXIST'NG 2'0 MICROWAVE
ANDREW VHP4-107 ANTENNA RAD CENTER 8 85' 3"2 PIPE FOR 4' DISH �Iu, plSl ANTENNA TO BE
I :NCLUDEI) WITH ANTENNA
243.43' ®95' RAD CENTER I �' MOUNT KIT" -' (E) MONOPOLE TOWER REMOVED
�ITC DLS0363
- I NEW 4'0 MICROWAVE
DISH ANTENNA
I
5/8" GALV
,'- HARDWARE - -., AHTLNNA �RIFNTATION
Il ANTENNA MOUNT DETAIL _G -
�__J F or AN
(E) ANTENNAS NEW �" COAX CABLE TO USE SNAP -IN
(E)
GAPS?.
RAD CENTER @ 62' MANGER TO THE EXISTING COAX t-AP13R VE
€ / CABLES. FIELD VERIFY FOR CABLES ,_ I 01=
RUNNING INSIDE OR OUTSIDE OF
01 F,UTW.(?-
MONOPOLE. -ONFLICT
v 1 S t;E OR
C
/ I
I 1 NEWSNAP-iN I
JANGLER (1YP) EXISTING P'vGGO GALV. Cd ?--ir1V T
j I i UNISTRUT SLOPE TD R. �,AI; Y RI it
TOWER (RF: 2/CO2).—
�` COAX BEND "ABLE GLOBAL SIGNAL I
? ' GABLE'r ANDREW MANUF. HANGER JCAB_E 'I'O�MAX VER.jMAX HOR.i
CABLE- MIN BEND ANDREW CABLE I HANGER I HANGER .
SIL TYPE j RADIUS CAT.
� (E) 422' MONOPOLE _ ., 1 SPACING SPACING I SPACING
v NEW COAX CABLES I
o 1/2." F"SJ 5JB-RR 2" 206706--21/2" 1 !
o I SUPPORTED W/ CUSHIONS - 4 6
EXISTING VALCOM % _
-o CUSHIONS FOR COAX TD UNiS1RUCT
SUPPORT (TYP.)
it
(2) NEW I" COAX CABLE TO USE
I
coax BEND TABLE
SNAP IN MANGER T (1 THE ExEST(NG
COAX CABLES. FIELD VERIFY FUR -�
'
CABLE{ ANDREW_____11 MANUTCER ICABLE TO MAX VER .MAX HOR.
EW CAKE GER'
CABLES RUNNING INSIDE OR OUTSIDE
.-- EXISTING MONOPOLE
HANGER
USD SPAM SRA SPACING
S/2��
I
OF MONOPOLE.
F
9
%
�€
l.MR407� �FA
2DCCA �� 1 / 4- D i 3 0
COAX
ABL
EXISTING MAGNETEK EN7RYCPOR£
NOTE: PM/Rf ENGINEER TO VERIFY CABINET
1 EXISTING MONOPOLE - --
FOUNDATION �F COAXIAL CABLE- TABLE
,
1 (E) SHEL'CER (E) CHAINUNK FENCE AC IN -
WITH (3) STRA4DS OF
j
BARBED WIRE - I SECTOR AZIMU f
SECTOR CABLE LENGTH
_.__.........
--
....
3 E
m `12 4 Y
114 j
243.43 109'
kl. 41
Z I
EXISTING CONCRETE J
FOUNDATION
ELEVATION ��
TYPICAL COAXIAL : - _ COAX
J _NOPOIt 1`F SPECIFICATION TABLE
4
_ �� SUPPORT RUN-�10 � �
F Jar SCOL.. N.iS
+� r`� PRCJL07 NO: DLSO303
DLCO {0 ,{ DRAWN BY: R. MADLOCK ,��".•` ",. _ .__.� ®t�" �$
CHECKED BY: J.M.G. P:4jc. ;.....}ss�IMk
L L P R 4 GRAPEVINE MILLS BLVD NQRTN FiberTower 1010/25/G6PRELIMNEARYONS ;$° 41 . ...... a ELEVATION &ANTENNA DETAILS
GRGF 1
CONSULTENGGROUP,lNC. Z 10/27/66 FOR REVIEW r i a Ia „.'s
pq t C p[ I t 185 BERRY, SUITE 480 3 10/27 G6 FINAL fi 91T5 SITE NllMGER DRAWING N0, REV
9221 Lyndon B. JohnsonFwy,Suits 2a4 3428 Gf"lT-7PEVENiW: MI LLS BLVD NORTH / '!
Dallas, TX 75243 SAN FRANCISCO, CA 84107 4 11; 8/06 FINAL - I#at" l
Phom:(972)231-8893 -tl.fa DLS030
Fw(866)364-8375 GRAPEVINE, TEXAS 7536 v �' 4
www.ailpmogi.com
iL�lISFTD F�i•SDii:, �=tlnv!-L.,'JR I:
!iC :A;. C`tS5 idAfCri l.OP
THa:1Cl'd,.,,i.E ;till
UG
_.._ 2.0 AWG OR SOLID
UNUISBA
R,7 _ k-
. 7iNkr
Cv COPPER
AN"iENINA--WIRE1 GROUNDV,7RE
TG ?OItrL.R FROM BACK
�- COMPACT BACKFILL PER ( OF ANTENNA
ti THE DESIGN AND CONSTRUCTION �
SPFCIEICATIONS FOR FAR I
BACKFILL SANT) OR NATIVE GROUND 1 luc
-....... - - _.__.- SOIL PER THE DESIGN AND
-_ CONSTRUCTION SPECIFICATIONS
EARTIWORK COAX '!0 AINTENNA 1
UTILITY WARNING TAPE
TELEPHONE CONDUIT WHERE j `\, ?OWER CONDUIT WHERE
APPLICABLE COORDINATE
APPLICABLE COORDINATE
SIZE AND TYPE WITH LOCAL- SIZE AND TYPE WITH I
UTILITY-OCAi, UTILITY
*SEPERATION DIMENSION TO aE VERIFIED WITII
LOCAL UTILITY COMPANY REOUIREMENTS
J
TRENCHING -D a_A L - - ---- _-
<C ,Ll h T.S.
i rte._
i
i
1
(NOT USED)
I �
'I
3 k I I
� 1
k
f
iI
COAX TO CABINET
I E
_ MONOPOLE PIER
SITE PLAN _.. .�_..
(NOT USED)
AUTi-I0-
P2 - ONFI,ICP NOTE:
0R O&- 1. NUMBER OF GROUND BARS MAY VARY DEPENDING ON THE
TYPE OF MONOPOLE. ANTENNA LOCATION AND CONNEOliON
ORIENTATION: PROVIDE AS REQUIRED:
,5F
CC; AIEPid 2. (2) CABLE GROUNDS PER CABLE. BOTH ON THE ANTENNA SIDE
i�''tiZ•%C1 ;-f�'ii4re' y_i ?.T .,,:,x,� 1 OF €HE 91CHT ANGLE TURNS A'T 'THE TOP AND BOTTOM OF THE TOWER.
SITIF PLAN
PPR 'E I M01NOPOLE SHOWN AS SCHEMATIC ONLY TCWE3? 'TYPE MAY VARY.
r 0
;ali' lio
ONE -LIFE _.DIAGRAM.. 9/il _Y FNNA CABLE
C ONF 3 IC!
ksc�Fi... �, ANT
GROIfNDING MONOPOLE
' G
SCALL 1/B"=1'-0"
UTILITY RACK DETAIL
SCF: .: 71 t.
k
PROJECT NO: DL50303
®LS0303 DRAWN BY: R. MADLOCK _- SpUp- t9
CHECKED BY: J.N.G.
L L P R 0 GRAPEVINE MILLS BLVD. NORTH FiberTower No 10/25 06 PRELIMINARY
��* : ` k da OSE -LINE DIAGRAM DETAILS
T F1;•i 4' r LCiiGE i
CON5ULTfNGGROUP,€NC. 2 10/27/06 FOR REVIEW ""'� I
a 9ir9z �� SITE NUMBER bR„VvING NQ. REV
9221 Lyndon B. Johnson Pwr suite zaa 185 BERRY, SUITE 480 3 10�2i os FINAL _ h
4 C fi. .•
3428 GRAPEVI NE Ml LLS BLVD NORTH SAN FRANCISCO, CA 94107 a „/a/os FINAL ^t ,.:;;`;•' -,tea-
papas, TX 75243
Phone; 1972)239-8893 _� "�".�
Pax: (888) 384-8375
08 GRAPEVI NE, TEXAS 75061 DLS0303 I E-1
wom.allproegi.00m 4
-r s I., AN '
G l, N,. VII sTn _ „ °E. r. lArr u <
„_ - _ _ 1yi 011vG <) 1 411 ,", -I ID YO I/ 'v ONJU
F1 F( I.: I ll K .I.P 1.0 '.I E v. II )\ 'll F O;]. r,?I-, I.'lM s--, AS APcf,r-: L' F�Y Iv1:17iI�E�R ._t ,.,, 1. ,I f.l .. t II I? ,F�'.i
-JI .Lti AiCli 'I, .,Y -.Ll _IK I.:[ IUN'ANS, All-i.:,A,- l c,GEL- - - --
C"A" „ -:r i. -1 _ _„`' ! LR'f21S: S G. 1�6 F.L u -:,I".0 SHALL i31_ 1;,i"PLF 'l:J` -'+`[: , Ek 3.,_. \" I� v II"Ll:. !:
GRv,UN 31'N„ SIIA C"A i_, .o s- rn'2 d-�_ 25f) 0, ,.- "TONAL I_'I l..i.rCA. COO.., � t ) I,
Al x
1 --all,•. `IIF: Iv ,.CCp {IJlihl; b bV-1 :H Iti'A r',oA A� ` P-C'!t'Ch,. i:uD; LII l i YI 3SIOIN,p'
3. AL'. fCTnIC„I. iF- Shl�� HI L.I f`''F'TpVrb O: ISIE'P -. I )--3 -
.............-R�J_Ia. ,.[,BLL.- L
1,. WIRES AND CIBILIFS LOR FCiv'I; KI 1''Iu--14 G S!1Ai BE CDPPER WI ',Y'E XFH% 3, I2 ACI 'i NI ALL GL GAL VA11171:j) ti,7. LL: SIZ`L ti i (;JItL',f 14 E- ':f -r Tlfl= Jr
TI - PIC, OR I�-iN J-IULi, 110`a, SO:'7D CCNNDUC?GRS IC4 f!'d1 AV(C „IeD 5S1 A.,1„�_2, 'I; _ ., i -t1., �1 )L___-� _
Nl.IIONAI LLEC'I=tICAL ^GI1E, JUILSS TI-,ERVfsE. NCiED. A; i.. RACLYlAYs ! j., U,A,7 Ly--•_li0UNr7 L'AI2 --
STZAid�,)ED FGR ' ABGER THAN .410 ANO i,IV iduSl ';'.ZF 112 /iJC- SHAu_ BE APPROVED TCH FFIC INSTALLATION _ -p,_
:i. WIRES AND CABI C, FOR POWER -,HAII_ 1 INS. ELL= IN A VAI IF cR ITN, .Ai - ANDREW I ”
GONou T CF =1EX?D:.F LIQUID 116CT CONOU!t AS 2NDICA'ED 4N DRAWING, 4.PU L OR JJNCNON EOXES SHALL BE PROVIDED :,S RECUIRLE IO FAC'L.ITA iF. - r r -� . -L; ......... .__ -- EXPOSED LBARE COPPER TO BE CONNLCIOR
II'Iti A. CABLE
nI
RIGID STEEL - GROVIVJI.vv ,:Ab__ T
6. CONTRACTOR TD UBTANI Fd.I r'EHMIT'S. PAY PE=RMIT FEES, AIND 9E WSTAL.I, ATIGN OF RACEWAYS AN'f, WIRING ICEP? '0 ABSOLUTE'd INIUJh!. INC WEATHERPROOFING
K
INsI,AbTDN 4€.101VED W"PHIL, THE _ - In ' -
RESPINSEBLE FOR SCHEOULINC INSPECTIONS, _ 51'C"i0N "rM1,-,p'.
a-PROViSE A COMPLETE RACEYJAY AND WIRING !NSTALLATON. PLRMANENTI.':' CO}JIPRESSECN TERMINAL YP=CAL.) FROM ANTENNA - r<,2 AWG EON BONDED
7. CONTRACTOR TO OBTAIN LOCA POWER AND TSLEPHONF COMPANY APPROVAL AND EEFLOT,VELY GROUNDED IN ACCURDANCF WITH ARTICLE 256 OF
AND COORDINATE WITH UTII,I Y COMPANIES 5€Rvib' ENTRANCE REOl11REMENTS, i'NE NATIONAL ELECTRICAL COGS AND LOCM- CODES NOTE: ',TRAMS SUPPGR7 6 TJ GROUhD TARE
8, 1"COUPLING
PROVIDE ALL LABOR AND MA'ILRIAL DESCRIDFC ON THIS DRAWING, AND"COUPLINGUP" OR 'STACKING ' OF CONNECTION !S NOT PERIAI T-IF_D. EI : AI Of G CABLE TRAY
ALL ITEMS INCIDENTAL TO WFdPLETING AND PRESENTING THIS PRU3ECT 2. OXIDE INHIBI'1NG COMPOUND TO BE USED AT ALT. I,.GCA710NS.
AS FULLY OPERATIONAL. _ CAL
GROUND
D J� --
9. GROUNDING CONNECTIONS SHALT- BE EXOTHERMIC TYPE r OA}F7 r-} p I h T O, 6f L� {� p � � �/ ?-YP� CAL GROUND E3 AIR ! p2 AVIG BCW . . SIMILAR
("CADWELD") TO ANTENNA MASTS, AND THE GROUND BARS. 1, lO RR ii!! IVT, N �'V (I I U rLl lY CF1VI_AN CONN A ] - - -- �WITHO UING BA:A, RS, VD EN TO
REMAINING GROUNDING CONNED BONS SHA]-, BE COMPRESSION FITTINGS, '" - C O' YI ' YI �_ T G N_S D_ T A L / NTTENNA INSULATORS, MOUNiFp NEAR
THE ELECTRICAL CONTRACTOR SHALL COORDINATE COMPLETE _ _ _ _ 3 \'
10. GROJND CCAXIAL CABLE SHIELDS AT BOTH ENDS WITH ELECTRICAL SERVICE WITH LOCAL UTILITY COMPANY FOR COMPLETE SCALE N:Ts
COAX CnBLE GROUNDING KITS & IvSTALL WEATI?CR PRppFING RI AT EACH CONNECTION CPERATIDNS SYSTEM, INCL -TI TRAN5FORMER CONNECTIONS, \_ _ GROUND WIRE `� O N N ` "JI O N TO _
H.ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH CONCRETE TRANSFORMER PASS, IF REQUIRED, METER
j GROUND BAR AT ANTENi�!A �b�
POSSIBLE, EXCEPT AS OTHERVlISE INDICATED. GRbliNOING-FADS SHOULD NEVER SpCKF.TS. PRIMARY CABLE RACEWAY REQUIREMENTS, I
BE BENT AT RIGHT AING; ., ALWAYS MAKE AT LEAST 12" RADIUS BENDS. #'6
WIRE CAN BE BENT AT S" RADIUS WIIEN NECESSARY, 51=BONDARY SERVICE, PIC. PRIOR TO SUBMITTING BID TO SCILE: N', T.S. (5i -jl
INCLUDE ALL LABDiR AND MATERIALS.
12. CONTRACTOR TO PROVIOE GROUND RING AS SHOWN ON
GROUNDING SITE PLAN AND GROUNDING RISER DIAGRAM. CONTRACTOR SHALL ------------
TEST AND VERIFY THAT THE IMPEDANCE DOES NOT EXCEED S OHMS TO
GROUND BY MEANS OF A BIDDLE--MFGGER TESTER. GROUNDING AND OTHER LEG=RUM EQUEPMEN T, PALE.
END GRADE — 3/4” SCPED- 40 P.V.C.-'>YPICAL
OPERATIONAL. TESTING SHALT. SHALL BE WITNESSED BY THF OWNER'S REPRESENTATIVE. - E
OR PLA7f'ORM
SAFETY DISCONNECT SVATCH,
13, CONTRACTOR TO PROVIDE TELEPHONE CONQUIT AS SHOWN ON PLANS
A AMPERE TYPICAL GROUND #2 3CW
51ZLP AS NOTED WIRE
14CONTRACTORTO PROVIDE ELECTRIC CONDUIT AS SHOWN ON PLANS
v VGLT 1-OAM SEAL
15.NOTIFY LOCAL UTILITY SERVICE PRIOR TO ANY INSTALLATION. PPE END
PANELDOARS
/
VJ WIRE. ! CAD4�L0
18.ALL EQUIPMENT FURNISHED BY OTHERS SHALL BE PROVIDED WITH PROPER MOTOR KILOWATT HOUR METER C CONDUIT
STARTERS, 'M
DISCONNECTS. CONTRCLS, ETC, 13Y THE ELECTRICAL CONTRACTOR UNLESS - -1•---"-- -V------ t
SPECIFICALLY NOTED OrHERSE, THE ELECTRICAL CONTRACTORSHALL INSTALL--
AND i� TRANSFORMER G GROUND T I
30' MIN. I
COMPLETELY WIRE. ALL ASSOCIATED EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S P POLE - �_ GRADE
WIRE DIAGRAMS AND AS REQUIRED FOR A COMPLCTE OPERATING INSTALLATION, ELECTRICAL �, CIRCUIT BREAKER Y
CONTRACTOR 5HA,L VERIFY AND COORDINATE ELECTRICAL. CHARACTERISTICS AND SPICE SURGE PROTECTOR GROUND BAR \
REQUIREMENTS OF EQUIPMENT PRIOR TO ROUGH, IN OF CONCUIT AND WIRING TO AVOID Q LIGHTING FIXTURE. 517.E AS NOTED (1 /4 x2 x24) BRING GROUND j
CONFLICTS. WHERE APPLICABLE CUB COIJ_ECTUR GROUND BAR (1/4'x4"x12•') y2 AWG BCV! 1
1
17. GROUNDING CONDUCTORS SHALL BE COPPER ONLY, A90VE GROUND EITHER SOLID CR C� COPPER GROUND BAR. SIZED AS NOTED ECB EXTERNAL GRDIJNIJ BAR (1/4"xB"x24") ' GRAVES_ i
STRANDED CONDUC70RS ARE PERMITTED- IGR AND ALL EXTERNAL CONDUCTORS (WITH THE ISI
EXCEPTION FOR GROUND WERE BETWEEN THE TOP AND THE BOTTOM G THE ANTENNA T TELCO WIRING, SIZED AS NOTE,)ALGROUND) EINGi 4x5"x24 ) I {
TOWER} MUST BE BARE. EQUIPMENT GROUND LEADS IN CABLE TRAYS MUST BE GREEN � _ MAS'F5R GROUND BAR (/
INSULATED. mmF.-- POWER WIRING, SIZED AS NOTED GNBINTERNAL i '------ GROUND ROD COPPERWFLD
TH.UTILITY COMPANY COORDINATION: ---G GROUND WIRING, SIZED AS NOTES ( )
GROUN ROE LONG
ELECTRICAL CONTRACTOR SHALL CONFIRM THAT ALL WORK IS IN ACCORDANCE ECR EXTERNAL GROUND RING
WITE THE RULES OF DHF LOCAL UTILITY COMPANY BEFORE SJBMITTINC HIS
BID, THE CON TRAC=OR SN ALL CHECK WITH THE UTIL lY COMPANIES SUPPLYING ACU AIR CONDITIONER UNIT TO GROUND--?--'---�
EERV?CF TO '1HIS PROJECT AND SMALL DEIFRMINE FROM THEA ALL HWGC HEAVY WALL"rb GALVANf2ED _ 1 GROUND FINS I� ��
S
OUIPMENT AND CI:ARGES WHICH 11 El .11, REQUIRE AND SHALL INCLUDE CONDUIT GROUND
R O' I N I D R A y, � 4 - _
\J I \ LJ i V lJ � 1'�J � -- [
J
THE COST IN HIS 81R - € _ __ �!_ PE SLIDE TIE 1� -
19. ALL CAOWELDS ABOVE FINISHED GRADE SHALL BE PAINTED W9 TP. CO -GALVANIZED scA E.Ts. c ; ,\ ' - ...._
ZINC ENWCFI4'l? PAINT TO MATCH COLOR OBJECT BONDED TO
SCALE 'I' u. 5. {5.. �
SITE PLATS --- -
AP? RCYIJ
PRIMARY
170 ` -YF' PI1 rT(
NOTE, NO MEOHAMICAL
LINES OR CONNECTORS TO ANTENNA '.![`li - 1N CO VI UC -I'
ARE AUTHORIZE) IN THE I I
GROUNDING SCHEME, I �� 1 Y,f/�(`y�J -LS 0R OR
I009 GAD WELL
Y
TYPE VB OF�
TYPE PT TYPE OR TWE TA FlN151HEb GRADE- ;T'".- '� f F Vii. sl' `✓L.O�C<'iENi
(TCwFR GROo TAB) �_...::................ ... PLUG _._...-.,,�CQVER EXOTHERMICWELDCONNECTION I� �__.CDAx CABLE E i; x 'F'PriUVP�. nF1
HEAT SHRINK TOP Of GRAVEL �?\r%�
ON GATES ONLY 1&'
J WEATHER PROOFING o
KIT ANDREW #221213 (,YP) TYPE YGIB5 TYPE YA3CL-2:C38
O.
�9!\
. G : -.. G �/ c �llti� �c0nx CABLE r
,1�m _ - IL !1; GRODNDINO '
TYPE VS TYPE 01. LUG TYPE VBC TYPE GT - CLAMP KIT
GROUND RING I�.\`-==I -
-.:
CHEMICAL FILLING
1 #6 AWG, STRANDED COPPER
:n;� I rd}%`i GROUNDING CONDUCTOR L i I
G'NEMICAL GROUNDING SYSTEM BY: J \ \ ��
I Chem -Rod 1
[PIPE CAP TYPE BDIDGBY IYPE KC TO PIPE TYPE KC 'O FLAT SURFACE
SUPPLIER: STEEL PWL I T �y
TYPE HE TYPE SS TWE HA TYPE XA LEC Inc. - ! ®
6687 ARAPAHOE ROAD !/ P TO GROUND
BOULDER. CO 80303 ._{ CABINET TO ARY
NOTE: CACWELD "TYPES' SHOWN ABOVE ARE EXAMPLES B0o3)OULDER.
447-2828
CONSULT WITH PROJECT MANAGER FOR SPECIFIC
TYPES OF GADWELDS TO BE USED FOR THIS PROJECT. L .^
COAX
O \' G A r l r
_ - WE
hfOLE x r LE
CADWELD TYKES 1 TYP, C!--IEMICk GROUNDING DITAIL GROUNDING DETAIL_ `, BURNDY QFT_AiL_`
SCAT E. N_T$ (313) SC,UL: NONE
PROJECT NC: DLS0303
DLSo�®� DRAWN' BY: R. MADLOCK y
RTS}-[ CHECKED 9Y: J.M.G. p` (�
_ALLPRO EVINE MILLS BLVD. NORTH ! 1 E F 1 10 5/06 PRELIMIDATE NARY � �. k �� I JE�AI �S
E V lP A JU"c !:1i:I 1N:,k A. Gr•GFGe -
2 i0 /27/0�6 FOR ft�EVEW_ r ............... . SITE NUMBED i AWING NQ. REV
CONSULTING GROUP, INC. 165 BERRY, SUITE 480 3 16727/06,
9221 Lyndon B, Johnson FWy, Suite 204
3428 GRAPEVI NE MI LLS BLVD NORTH SAN FRANC1sCO3 CA 94107 ,,./6/D6
Dallas, TX 75243
Phone: (972) 231-8893 GRAPEVII NE, TEXAS 75061 _ _
1/e/OG DLS0303 E-2
2 4
Fw (866) 364-8375
www ,allprocgi cam
uhl OF O- GRCu.JJ L -.i 4' YI- - i0 101 rf .LN' Xr1._'.1
Ll. TFNC tJ 40
I C I TER 0 u' I::
Un Xq ,� [OVER LOx SCR
'0- A L Yl fR Ff /&" i- 1(
-, \J tiVJ OL LJNN (II
'
C f3E FLUSHED WITH ONNt000Y AL VIE -0 P TCf F1T
HNIEHEL' SURFACE, CAG WLLD VF -Al q90 `�- � S✓I
c) MOLDS ARE CAbWEI..G €
I
iol��Nn/6o
-
F[
140]i, Dai4XSXI2' EllSS Bal3[S Bll i -I EE
SRB OBIPMEY
T
Y
�/u0IYs/e ss LOCK wss+EoORE
BEEaw '9GROUNfPING GPAPE s ax3 a" ss�o3eos
7 {,.1/4' U—EI€TING �
2 y
�\ #2AWGNd'
TINNED WIRE _Jl� �rLy�i.�ll
LEAD w/TIAERMOWELD MT -585-T }i� `. 'E'y
E 1 A l G BUND RING
`GRAVEL FIEF
;I i CLARITY _ i
SS ANGLE AOAPTOR c
\...
LEAD SHOWN SHORT FOR
-% ACTUAL LENGTH: 3' (96") '-'------'--'--" 0.A-${.
C `T G /I
TEST �1EEE DETAIL -
-e GROUND AND BUSS BARS 3 I YPI,CAL EQUIPMENT GROUNDING 6
SCALE N I S.
-C. I F. N.7.5.
I
N07E5� 3/s" THREADED iNSULA'ICR
1'CABLE TRAY NOT SHOWN FOR CLARITY. I MT -520 -�
2) CONTRACTOR TG COORDINATE W/ANTENNA MANUF- ON ANTENNA &
COAXIAL CABLE GRCUND BAR SPACING FOR PROPER GROUNDING
3/8' GALV LOCK
WASHER GW-La3
3/8" GALV NUT ---- \
/UPPER ANTENNA GN -03 \ E
GRUUNE EAR
MOUNTEp 01REDTLY
/ TO MONOPOLE
WITHOUT INSULATORS #2ANOX8TINNED WIRE
LEAD W/THERMOWELD MT -585-T
I
CUO
0U""A POLE
AXIAL UWES
MONOPOLE -., l �
HARD SHELL
/CROUND KIT (TYP,)
,---LOWER ANTENNA
7 GROUND BAP
/ (LOCATED BELOW 1/0
ON {E) OR (N)
GRID LEAD TOWER)
W', IL INSi1LATORS
c
i
TYP1CAE COAXIAL GROUNDING.
SCA'I_E: N.T.S. -
CONSULTING GROUP, INC.
9221 Lyndon 9. Johnson Fury, Suite 204
Dallas, TX 75243
Phone: (972) 231.8893
Fac (866) 364-8375
www,al€procgl.mm
I MULE TAPE
---- PVC CONCLIT
PLUG
PVL CONDUIT ABOVL GRAB[
CONDUIT 1 SCRLGULE BO PVS
2X23" BOSS 3AR COUPLING
3/GD503 5 GALV ALL THREAT) ROD i GRADE
C
LBAIIS SHOWN SHORT FOR CLARITY
ACTUAL LENGTH: e' {96")
t 6,
i
REFER
2' RADIUS MIN DETAIL
5/E--2
p 1
PVC SCHRULF 8D
2' RADIUS MIN.�J
-- -
G
--------
SIZE AS SHOWN
ON LAYOUTS -
UNDEE GROUND
HORIZONTAL RUNS 0
UNC RGRCJND CONDUIT
SH7 LL BE SCHEDULE 4p PVC
- .
\
CONDUIT STUB
UP S5
SURGE ARRESTOR GROUNDBAR SS
SCALE: IN T. S.
DLS0303
GRAPEVINE MILLS BLVD, NORTH
3428 GRAPEVI NE Mi LLS BLVD NORTH
GRAPEVINE, TEXAS 75061
FiberTower
185 BERRY, SUITE 480
SAN FRANCISCO, CA 94107
PROJECT NQ: DLS0303
DRAWN BY: R. tdADLOCK
CHECKER 9Y: J.M.G. _
0. DATE rWREVISIONS
1025/06 PRELIMINARY
2 t1Oj27 O6 FCR REVIEW
l0%P7 O6 FINAL
i/8/O6 FINAL
STTF PLAN
tai 1-Y 0,F Z,1F.3APF.V!NF
11, IN r )Ni=L,iCT
:JI hFd7A''tES;f f OF
F
C1j.!P!+ir.1t,9',� DEVELOPMENT
PU {&t)T APPROVAL HATE ,,,, �qp
o(A m It It
DETA! Ls
SITE NUMBER I DRAWING N0, I REV
DLS0303 E-3 1 4