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Spectrumj
L.P
INSTALL NEW ANTENNAS AT 100 FT 0 ON EXISTING 138 FT GUYED TOWER AND
INST ~LL BTS CELL EQUIPMENT IN NEW EQUIPMENT SHELTER
VICINITY MAP
NO SCALE
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465 EAST TO RT 31 NORlli TO l1&lli SlREET \\EST
TO DITCH SOUlH TO QUEENS WAY EAST TO GATE
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ZAMBER
1388 QUEENS WAY
CARMEl. IN. 46032
HAMILTON COUNTY
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FIRST GROUP ENGINEERiNG INC.
CONSULTING ENGINEERS
571~ 11'. 7~TH STREET. INDlANAPOUS. INDiANA
PH. (317) 290-95~9 FAX (317) 290-9560
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SITE NO. IN54XC303C
ZAMBER
PROJECT SUMMARY
SHEET INDEX
T1 TIllE SHEET
SITE NAME :
SITE NUMBER :
SITE ADDRESS :
ZAl.tBER
C1 SITE PLAN
IN54XC303C
13&3 QUEENS WAY
CARIJa, IN. 46032
HAMILTON COUNTY
C2 COMPOUND LAYOUT AND DETAILS
C3 FENCE AND ANTENNA DETAILS
OWNER:
EDWARD C. ZAMBER
131:;, QlJEENS WAY
CARMa, IN. 46032
C4 ANTENNA CABUNG DETAILS
E1 GROUNDING NOTES AND DETAILS
APPUCANT :
E2 GROUNDING PlAN AND DETAILS
SPRINT SPECTRUM. LP.
9801 W. HIGGINS RD. SlE 220
ROSEI.IONT. IWNOIS &0018
E3 EQUIPMENT DETAILS AND CONDUIT ROUTING PlAN
JURISDIC110N:
HAIofII. TON COUNTY
E4 ONE UNE DIAGRAM Ie GROUND BAR DETAILS
TAX IDEN11f1CA TION:
17-13-03-00-00-028,017
Al SHELTER DETAILS
LEASING AREA:
400 ~Sl- FT.
A2 SHELTER DETAILS
Ll LANDSCAPE PLAN
PIlO.E:CT DI'<;CRlPllON' ,
lXlNS'lRUCT A NEW, NllIHNHA8Inau: EQW'IIEHT PCS WIREU:SS
BASE STAlIClN WHfQt IHCl.IJllES:
I. INSTAl!. NEW AHlENNAS ClN E1CISlING GUlEIl 1llllER
2. CCINSTRIICT NEW EClUIPIlENT SHE:.1ER
:1. PROWlE A NEW 2IlO NAP ElECTRJCAL SERIotCE.
WIL.IIIESo.
ElEC1RIC; INOIANAPQJS POWER ANll UQlT
llllPHc>>lE: AMEIlITEOl
IT IS RECllWlENllEIl 'lHA T 1HE CClNlRACl\lR NOlIFY INIlIANA UNIlERGRClUllll
(1-8llO-J82-55044) 411 HllURS IN NJVNla. f1F CC>>ISlRIlClKlN FllR 1HE
EXACT LOCA lIClN f1F ElllSllNG U1IU11ES
HANDICAP ~QUI~FNm.
FACUTY 'MU. BE UNMANNED AND IS NOT DESlGIIED F(]R HUMAN
HAIlITAlIllH. HANDICAPPED ,,= RECUlREllENlS 00 NOT
N'PLY. '
~ . Sprint Spectrum, L.P.
9801 W. HIGGINS ROAD. SUITE 220
ROSEMONT. IWNOIS 60018
CONSlRUcnON DRA~NG FOR
SllE NO. IN54XC303C
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REVIEWED BY
SPRINT
LANDLORD
SPRINT RF A
NET. OPS. II. If. L
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511//d
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P~OPERTY
DON'T 'lIIlI'..,IIl'I'
DI~D~
BU~
ClU.1IlI.-1ll1S_1Q/1IC
1-800-382-5544-
ClU. 1111 fIlE
1-800-428-5200
FIR CIIIS _IF_
llTLE SHEET
NO. DATE
DATE: 01/29/01
IN54XC3Q3C
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SITE NUMBER
DRAIIrING NUIABER
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N 90"00'00. E
20.00'
NORlH1iEST CORNER OFi
THE NaRTHlIEST OUAlllER
OF SEe. 3, n 7N. RJE
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Legal Description - Parent Tract
A part of U'le Nortt\west Quarter of Section 3. Township 17 Nort" of RanCjl8 3 [ast in
Hamilton Co&.1nty. Indiana. tlieinCJ more particularly daCtibed as follows:
Beginning at 0 point on the West line of eoid lNorter Section which bears NDI1h 00 dec)rees
09 minutes 55 secands East (DSalmed beotinCJ) 470.00 feet from the South_at CClf"ner of
said Quarter Section: thence North oa delilrea 09 rrmutes 55 HConds East upan and along
Rid West lin. 509.93 fnt to 0 point which bears South 00 degre.. 09 minutes S5 see:.:w".
Weft 1505.00 feet from the Northwest corn... of sold Quart.. Sactlon: thence South 89
degr" 50 minutes OS .BCOnds Eoat 520.38 rut: thtnea Sauth 00 degrea OSJ mfnut.. ss
..con4a West 509.93 feet: U'lWlce North 81 d.... 50 minutes 05 seconds Wat 520..38
::-~;) the Place of Beginning. containing 6.09 ocr... men. or I.. (S.57 oc:ru net of right
Subjact to 011 agreement.. c:ownants. easements. reftrictiO'la ond rights-at-way r:tf record.
N 90"00'00. E
~ 017'23' ~
o 0
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z N 90"00'00" W '"
17.23'
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lEASE AREA
3 600 50 FT
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1) According to the I'eodint t.... with a CPS receiver Qnd
c:h_ ..lh the United Stotea Department of the Intorior
GooIo.aicat Survey Yap. Carmel. Indiana the tower center
IOCOt'" North JlI daqr.- 57 mlnutea 03.19 _ond. lotitu..
on. Weal 86 degreea 10 mlnutea 57.60 secon.. lon9itude.
SEe. 3, TI7N, R3E
Q.AY TOWNSHIP
HAMILTON COUNTY
2) 'The lIIevoUona are reter...ced to the use 6: CS datum.
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The proposed sR. i. C&ln'enUy loned $-1.
N 90'00'00. W
20.00'
In the unpaved areas. the 12 ft. wide accea road snall be
2. of 153 atone rNfIr a II" . of 2" .Iamoler olono (rem... topool).
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LEASE AREA DETAIL
SCALE: '.=10'
UTIIJTY EASEMENT DETAIL
SCALE: '"=10'
5) It is recammanded that the conttaetor noUfy Haley MoIey
(1-8DD-J82-5M4) ~ h..... In _c. of """.trucUon. f... the
....,1 _ of aaiati'l9 ulllitla.
a) -9 10 Rood H...... Soundoty 1I0p Number 180081 0007 C
(P..... 7 of 14) f... City of CormeI, Hamalon Counly. Incfiono, .oled
lIoy 19. 1981 tile propoaed _ ..... n.. in Zone C.
7) Boundory locations en Gpproanate CII'Id based on the information provided
by Sprint Pes. No CCIIIIl- ... mod. eilh CI4ljon~ -
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EDWIN e. ZAMBER
(PIN, 17-1J-0J-DD-DD-028.017)
Legal Description - AccessjUtDity Easement
A part of the Northwest Quart. of Section 3. To.ship 17 Harth. Range 3 Eat. Hamilton
County. Indiona desc:r:ibed os follows: Camm...cinlJ at the Narth.at comer of said North..t Quartw:
thence South 00 degrea 31 minutes 35 aeconds West 2.114.68 feet alanl) the west lin. of aoid '
quart.. sec:tion: thence South 89 d.... 28 minutes 2.5 Mconda Eoat 112.67 feet oIonlJ the muth
IiH of aakI quort.. section to the po;nt 0' beginninlil of this description: thence North 06 d-vr_
10 mfnut.. 15 uc::c:nda East 52.42 f_t; then.:. North 45: d-V_ 00 minutes 00 UICOftdIi East 23.88
f..t: th.-a South 1m degrns 28 mlnutu 25 RCDftth; East 231.41 fnt: thwace Narth 4S cIegr8a 00
minutes 00 seconds East 28.03 f.t; thence North 00 c:I8gr.- 00 minu,ta 00 aecands East. 144.24
feet: thence South 90 degtea DO minutes 00 MCQ'Ids West 25.00 feet; thence NDf'th 00 degrea 00
minut_ 00 secandl EGllt 15.00 feet: th..,ce North 90 det7ea DO minutes 00 seconds EDIt 25.00
faet: tII..... Nor\II 00 __ 00 mi...l.. 00 __ Eost 15.50 feet: IItenc:a NorIIl 90 __ 00
mlnutee 00 _de Eoat 20.00 feet: tII...c. South 00 de9'- 00 minut.. GO ._.. Eoat 183.02
'-t: th.,C8 South 45 deqrea 00 mlnuta 00 neon. Weat 44.70 fat; thence North 89 de9r- 28
mhuta 25 secondS West 231.41 feet; t"enca South 4S detp'ns 00 minutes 00 secancts West &.42
feet: thence South 06 degrees 10 minutes 15 secands Wet 43.39 feet; thence Norttt B9 delyea 28
minutes 25 seconds West 20.10 feet: to lhe paint of begnnrag and containing 10.587 square feet,
mare or le:sa.
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/roko _ftll)
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12' Asphalt Oriw:)
SubJect to aD rf;hb-of-woy. eosementa. and ratrlc:tlons of record.
Legal Description - UtDity Easement
A IlCI"l of tho NorIIlwat ();jort.. of Sactlon 3, T--"'P 17 Nor\II, Ran90 3 Eoat. HomII1on
County. lndlana. daaibed CIS fallows: c.cmm.,cing at the Northwest corn.. of said Northw.st
Quart.-; thence South 00 degr... 31 minvt.. J5 MCOndI West 2.114.68 fat alOflII) the wat Une of
said q&.IGrt.. section: thcnc:e South 89 degrees 28 minutes 25 ucands East 112.67 feet alCIftCJ the
aouth rile of said quarter aectia1; thence North 06 d...-s 10 minut.. 15 secona Eat 52.42 feet;
thence North 45 degrees DO minutes 00 aecandl East 23.86 feet; tIt..,ca ScIulli 89 de9r- 28
minut_ 25 seconds Eat 231.41 feet thence North 45 ...... 00 minutes 00 aeconds Eoat 28.03
'-I: tII..... Nor\II 00 ...,... 00 mlnol_ 00 __ Eoat 11.1.68 foot: to the point of ~1n9 of
this dacrlptlon: thence South 90 dqrees 00 minutes 00 seconds West 17.2J fwt: thence North
00 4e9"8D 00 minutes 00 secands East 8.00 feet; theoace Nart" 90 degrees 00 mfnutes DO secanda
East 17.23 feet; Ulence South 00 degrees 00 minutes GO seconds East a.DO feet: to 1M point of
becJinning and containing 138 square feet. more or less.
Subjact lo aD rithb-of-woy. easements. and restriction. of record.
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S 45'00'00. W
8.42'
N 45'00'00" E
23.86'
Legal Description - Lease Area
A part of the North...t Quort.. of Section 3. T.....ip 17 North. Ronge 3 East. HomIton
County. Indiana. dacrlMd CIS follows: Commen",g at the Northwat com.. of the Narth..-t
Quarter; th-.ce Sou1h 00 cMgrees 31 mlnutllS JS secandr West 2.114.58 fact aIonCJ the west ~.
of said QUcrt.. aaction: th...ce South 89 d.... 28 minutes 25 seconds East 112..87 f.... alani
the aouth line of said quarter -.ction; thence Horth D6 4egreea: 10 minutes 15 -=ends East
52.42 feat: th..ce Korth 4.5 degrMSl 00 minut.. 00 seconds Eoat 2J.B6 feet; thence South 89
deojrMo 211 minul.. 2li _ds East 2J1.4' faet: III..... North 45 ._ 00 minut.. GO
........ East 28.03 foot: th",.. NorIIl 00 d..,... 00 .....t.. GO aeconde EaeI '''.24 teet:
thence South 90 d.,.... 00 mtnut.. 00 seconds w.t 25.00 feet; thence North 00 degr.. 00
minutes 00 seconds East 15.00 feet: thllt'lce North 90 ct.grea 00 minutes 00 88COnda East
28.00 feet: thenca HorIIl 00 de9<e" 00 minutes DO _da Eoal 15.50 feet: to the P...I of
beginnln'll of this decriptiorr. thence cont,",ulnlil North 00 deqrea ao minutes 00 seconds East I""
20.00 fnt: to..,,:. NorIIl 90 ."9'"- 00 mlnut.. 00 - Eoat 2cf.00 taet: III...... Soulll OD.,\~'\li ""B8Ig!lA
~OOm~OO~~2~OO~~~~90~OO~~OO~ ~~
aeconda West 20.00 feet; to the point of b&IJinninCJ and cantoning ~O square feet. mor:\~ ':~...aE "
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Subject lo 011 righta-of-woy. eosements. and restrictions of rlSCOf'd. ~ ~~ "=-lf1~
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C1_ under my honG .... aeaI 5" / 2. ~ /0 / ~ "q" / . ?\ J ~
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Lawrence C. Suhre ~ \~''i'';'E'=F
R"'liatered land SuNeyor No. 910018 -;. ....
Stat. of Indiana ~ ~~1;'ft~~..,.. ~
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This survey was prepored by rim Croup En9ineering. Inc.. 5714 West 74t11 Street, lnd~ I. ~ r"''> .. .::,a...:. .. ''''
using fectures located in t"e neld and Information suppr_ by t"e dient. The boundarr4lPicte Oi -#0:'" ' ... ...~.,.'"
herein wos not necessarily created If!", Q title report nor compared with adjoin.., de. -, J I,!" ~ . ~
.... Sprin t pes
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N ono',s. E
I 52.42' (Brid< -)
(Lon
, I _ 5 89'28'25" E (F/ollllne I
~ 112.67 '
(70k0 Pedesttll)
ZAMBER
, J88 QUEENS WAY
CARMEL. IN 46032
HAMILTON COUNTY
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FIRST GROUP ENGINEERING INC.
CONSULTING ENGINEERS
5714 W. 74TH STREET, INDIANAPOUS, INDIANA
PH. (317) 290-9549 FAX (317) 290-9560
L
9001 W. HIGGINS ROAD. SUITE 220
ROSEMONT, IWNOIS 60018
CONSTRUCTION DRAWING FOR
SITE NO. CH54XC303C
NO OA TE
OATE: 12 B 00
REVlstONS BY CHK APP'
CHECKED BY: M.A.N. DRA'MII BY: C.A.P.
51 TE NUMBER
CH54XC30JC
DRA'MNG NUMBER
C1
51 TE PLAN
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SECTORIZED PANEL
ANTENNAS, (1)
ANTENNAS PER
SECTOR, (3)
SECTORS, (3)
ANTENNAS TOTAl I
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Sprin t Spectrum, L.P.
9801 W. HIGGINS ROAD. SUITE 220
ROSEMONT, IlLINOIS 60018
CONSlRUC1ION DRA'MNG F'OR
SITE NO. 1N54XeJ03C
2 21 01
NO. DATE
OATE: 01/29/01
I
NOTES
A. THE GENERAl CONTRACTOR ANO/OR HIS SUBCONTRACTOR SHAU BE RESPONSIBLE FOR OBTAINING
AU PERMITS ANO INSPECTIONS WHICH MAY BE REQUlREO .OR THE WORK BY THE ARCHITECT/ -
ENGINEER. THE STATE. COUNTY, OR LOCAl GOVERNUENT AUTHORITY.
B. REFER TO THE SITE PlAN PREPARED BY OTHERS .OR BOUNOARY AND SITE TOPOGRAPHY.
C. OESlGN REOUIRElIENTS FOR THE ANTENNA SUPPORTING STRUCTURE ARE PER THE MOST CURRENT
BOCA NATIONAL BUILDING COOE. LOCAL BUILDING CODES. AND THE EIA/ TlA- 222-E STRUCTURAl
STANDARDS FOR STEEL ANTENNA SUPPORTING STRUCTURES. THE BASIC WIND SPEED UTluZED FOR
DESIGN IS 75 lIPH AND 1/2" ICE.
D. CONCRElE FOR FENCE POST AND COAX CABLE TRAY SHAUL BE JOCO PSI AIR ENTRAINED (4% TO 6
lC) NORMAL WEICHT CONCRETE.
E. FENCED SITE AREA SHAUL BE CLEARED AND GRUBBED. RElIOVE UNSUITABLE SOFT OR LOOSE SOILS,
ORGANIC MATERIALS. AND/OR RUBBLE TO FIRM SUB GRADE AS APPROVED BY GEOTECHNICAL REPORT.
PLACE A "MIRAA 500X'" SHEET ON SUB GRADE AND ALL W/ 2J-A BASE (INOOT) COVERED Wllll 2" OF
3/4" CRUSHED/ WASHED ROCK TO FINISHED GRADE.
F. STRUCTURAL STEEL SHAU CONFORM TO LA lEST EDITION OF THE AlSC SPEClACA TlONS FOR
STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN INCLUDING lllE
COMUENTARY AND THE CODE FOR STANDAIRD PRACTICE.
G. STRUCTURAl STEEL PLATES AND S1HAPES SHAUL CONFORM TO ASTU A36.. ALL STRUCTURAl STEEL
PIPES SHAlL CONFORM TO ASTU AS3 GRADE B.
H. WELDING SHAU BE IN ACCORDANCE W11ll THE AIlIERICAN WELDING SOCIETY (AWS) 0.1.1-92
STRUCTURAl WELDING CODE -STEEL WELD ELECTRONICS S1HAUL BE E70xx. CONTlRACTOR TO USE
"CERTlAED AND/OR UCENSED" PERSONNEL FOR WELDING.
I. AU THREADED STRUCTURAl FASlENERS FOR ANTENNA SUPPORT ASSEUBUES SHAU CONFORM TO
ASTU AJ25. FASTENERS SHAU BE SiB" MIN. DIAMETER BEARING TYPE CONNECTIONS WITH TlREADS
INCLUDED IN lllE SHEAIR PLANE. ALL EXPOSED FASTENERS, NUTS. AND WASHERS SHAU BE
GAlVANIZED UNLESS OTHERWISE NOTED. CONCRETE EXPANSION ANCHORS SHALL BE "HILTI QUIK",
BOLTS UNLESS OTHERWISE NOTED.
J. AU COAXIAL CABLE CONNECTIONS AND TlRANSMITTER EOUIPUENT SHAU BE AS SPEClAED BY THE
OWNER. THE CONTRACTOR SHAUL FURNISIH AUL CONNECTION HARDWARE REQUIRED TO SECURE THE
CABLES.
K. STEEL FENCE SYSTElotS SHAU INCLUDE THE FENCE PDSlS, FASRIC, GATE SYSTElot, AND AUL
NECESSARY ERECTION ACCESSORIES, ATTlNGS. AND FASTENINGs. AU FENCE SYSTEM COMPONENTS
SHALL BE GALVANIZED IN ACCORDANCE W1TH ASTU A153. GATES SHAILL BE SWING TYPE- REFER TO
SITE PLAN, THIS SHEET FOR SIZE. REFER TO TYPICAL FENCE DETAILS AND S1PEClACATlONS FOR
ADDITIONAL INFORMATION. INSTAU FENCE AFTER CONCRETE HAS ATTAINED 75% OF 28 DAY DESIGN
STRENGTH.
L NORTH ARROW SHOWN ON PLANS REFERS TO TlRUE NORn-!. CONTRACTORS SHAUL VERIFY TlRUE
NORTH AND INFORlot CONSTRUCTION MANAGER OF ANY DISCREPANCIES BEFORE STARTING CONSTlRUCTlON.
lot. REFER TO "E" SHEETS FOR SITE ELECTRICAl LAYOUT, DIAGRAMS, AND DETAIls.
N. TO~ FOUNDAnON DESIGN IS UNDER SEPARATE CONTRACT BY "OTHERS" AND IS EXCLUDED AROlot
THESE DESIGN ORAW1Ncs. REFER TO OWNER PROVIDED DRAW1NGS FOR SPEClAC DETAILS REGARDING
FOUNOA TlON SYSTEM.
PROPOSED COAXIAL CABLE BRIDGE
PROPOSED EQUIPIofENT SHELTER
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M!RIAA 5COX FABRIC
OR EOUAL
f2\ ROAD DETAIL
\87 N. T.S.
I!!Q!E;. COMPACT GRANULAR BASE TO 95% OF
lIAX1IolUIl DRY DENSITY PER ASTU 0-1557.
CONCRETE STOOP
NEW DEUARC
COMPOUND LAYOUT AND DETAILS
SI NUMBER
DRA\\lNG NUMB R
PROPOSED COAXIAl CABLE 8RlDCE
NEW G..P.S. ANTENNA
lIOUNTED ON COAXIAL CABLE BRIDCE
PROPOSED EQUIPMENT SHELTER
NEW METlROCELL CABINETS
20',20' LEASE AREA
NEW PPC CABINET
(POWER " mco)
(1) 2"' SCHEDULE 40 P.V.c.
CONDUIT TO mco UTlUTY
(1) 2"' SCHEDULE 40 P.V.c.
CONDUIT TO POWER UTlUTY
(1) 4"' SCHEDULE 40 P. V.c.
CONDUIT TO mco UTlUTY
(1) 3"' SCHEDULE 40 P.V.c.
CONDUIT TO PO~ U1lUTY
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ZAMBER
1388 QUEENS WAY
CARMEL. IN. 46032
HAMIL TON COUNTY
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FIRST GROUP ENGINEERING INC.
CONSULTING ENGINEERS
5714 W. 74TH STREET, INDIANAPOUS, INDIANA
PH. (317) 290-9549 FAX (317) 290-9560
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ANTENNA
(TYP.)
ClUSlER MOUNT
"EMS WIRELESS"
PART # IHG-COQ-IO OR
APPROVED EQUAL (TYP.)
@ANTENNA MOUNT DETAIL - PLANS
CJ N. T.5.
PROPOSED ANTENNA
II
f------1:
c.l VALMONT
o UNIVERSAL II
~ SNAP-IN II
c.l' BRACKET II
" 1B2249 OR "
o APPROVED 11
{EQUAL :l
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Sprin t Spectrum, L.P.
9801 W. HIGGINS ROAD, sum: 220
ROSEMONT, ILLINOIS 60018
CONStRUCTION DRA'MNG F'OR
Silt: NO. 1N54XC303C
Ir---- EXISlING TOWER
J" ClEAR
2' 0"
MAX
It
GALV PIPE CAP
(TYP.)
VAlIoIONT
BRIDGE QlANNEl
OR APPROVED
EQUAL (TrP.)
.3"-0.
MAX.
COAX
PORT
EQUIPMENT
SHElTER
14\ COAX CABLE BRIDGE DETAIL
'87 N. T.5.
NOTES:
I. WHEN USING COMPONENTS AS SHOWN IN STANDARO OETAll. MAXIMUM ALLOWABlE SPAN BETWEEN SUPPORTS
ON A CONlINUOUS SINGLE SEC110N 01' BRIDGE QlANNEl SHALL BE 9' I'OR 10' BRIDGE QlANNEl.
2. WHEN USING COIlPOHENTS FOR SPUClNG BRIOGE QlANNEl SEC110N5. 1HE SPUCE SHOUlD BE PROVIDED AT
1HE SUPPORT, IF POSSIBLE, OR AT A MAXIIlUIl Of" 2 FEET FROM 1HE SUPPORT.
J. WHEN USING COMPONENTS, SUPPORT SHOUlD BE PROVIDED AS ClOSE AS POSSlIl.E TO lllE END Of" lHE
ICE BRlOGE, Willi A MAXIMUM CANlILEVER OF 2' FROM lllE SUPPORT AT ~E FREE ENO.
4. OJT BRlOGE QlANNEl SEClIONS SHOULD HA'IE OJT EDGES COLD GALVANIZED SPRAYED.
,\\\\1111111'1.1,
~,,\\;'~CE t:. ~"','"
~~.~~~
!"-..Jl~ u.., ~\ ~~
:: '-'" 1=
:'"tJ: 18417 : ;:
;~\ STAlEOF !~~
-:. ~.. ~ .. L~ ~
.::, ~'. 'Al'".Ilo.... ~....
~ ~~n -.. 1"\1'6';.- ~ ~
~ U& ........ ....\~ ~
~",,/ONAL t.'\~~~..~
~ "I""IIIl;I'\\~~. .I),-j7~'
,-- H~~ C ~~~
~ Sprint Spectrum, L.P.
GALVANIZED
OR STAINLESS
STEEl
ALL lHREAD
SUPPORT
(TYP.)
FENCE AND ANTENNA DETAILS
51 NUMBER
E
ClUSTER MOUNT
"EllS WIRELESS"
PART' MTG-COO-10 OR
APPROVED EQUAL (TYP.)
BOTTOM Of" ANTENNA
l'h
I
I
II
II
II
II INSULATED
II GROUNO BAR
II AT TOWER
II BASE REQ'O
II
II
II
II
)J
II
"
"
lo. "
r--- WL____.
UI
...
~
I
II
"
"
'I:
1110. OAlE
DATE: 12/28/00
RA\WNG NUMBER
IN54XC303C
C3
@ANTENNA MOUNT DETAIL - ELEVATIONS
CJ N. T.5.
NOTEl!
1. CONlRACTOR MUST AELD \/ERIFY ALL DIMENSIONS
AND LOCA lION OF ALL EQUIPMENT
2. REI'ERENCE IlANUI'ACTURER ORAWlNGS a. STANOAROS
I'OR ALL EQUIPMENT INI'ORllA liON ANO PARTs.
J. ANTENNA ORIENTATION ANO OlvERSlTY MUST BE
\/ERIAED Willi IN RELD PRo.ECT MANAGER
1
I
...A.-
-.....
.
~
~
~
t
;
ZAMBER
1388 QUEENS WAY
CARMEL. IN 46032
HAMILTON COUNTY
FIRST GROUP ENGINEERING INC"
CONSULTING ENGINEERS
5714 .... 74TH STREET, INDIANAPOUS, INDIANA
PH. (317) 290-9549 FAX (317) 290-95BO
L
ANTENNA PROVIlEIl BY "SPllINT"
o
x
~
o
X
I-
NOTES:
1. ALL ANlENNAS, COAXIAL CABLE AND GROUND KITS
SUPPUED BY OWNER AND INSTAllED BY CONTRACTOR.
CONTRACTOR TO DELlVER IIA TERlAl FROlI THE "SPRINT"
WAREHOUSE TO THE JOB SITE. ALL UNUSED MATERiAl
ARE TO BE RETURNED TO THE "SPRINT" WAREHOUSE
OR DISPOSED OF PER "SPRlNrS- DIRECTION.
2. INSTALL ALL MATERIAlS PER "SPRlNrS- SPECIF1CA TlONS
AND MANUFACTURER RECOIlIlENDA TlONS.
J. DO NOT INSTALL GROUND KlT ON CABLE BENDS.
~\\~'"lIl1l1J,1.
~~~~E C. ~,~
~,,,,w:..U . 8/~~
f~.~~~~\
_-..J.~ No. 'O.~..
- . ,~ .-
;~i 18417 !c::~
~~\ STATEOF jl'f~~
~ ~ -.. IJ .. ~ ~
~~ ...~~~ ~~
~ ~\r~ .......... ~ ~
",~"" "/ONA\. ~"''''''.:'
1111'1/111"\'\'
~c.
Sprin t Spectrum. L.P.
9801 W. HIGGINS ROAD, SUITE 220
ROSEMONT, IWNOIS 60018
CONSlRUC'nOll DRA'MNG f"OR
SITE NO. IN54XC3Q3C
I
EXAMPLE - SECTOR 2 lX/RX
~ WBR
~ llI:bJ .
I. COlOR BAND TO BE 2" WIDE ON MAIN UNE
2. SPACING TO BE I" BElVIEEN COlORS
3. COlOR BAND ON JUMPERS I" WOE W/I" SPACE
4. START COLOR BANDS 2" BEYOND WEA THERPROOFlNG
5. START SECTOR COLOR NEXT TO END CONNECTOR
(J SECTORED/1 RF CH,o,NNEL)
SECTOR I
~~~ t
lX/RX 'ltHITE
i ALPHA
~~.
~\\
~t""S-
GAMMA BETA '"
\/ 'tl
~... ~i.~ ~'"
\::1f!, ~ '\!""'~ ~ r;.$
~\ ~
~'\~
12\ TYPICAL ANTENNA CONFIGURA nON
~ N.T.s.
fJ.F44 YElLOW
t::j WHITE
RX WHITE
~
~ ~#~
~1.{!'q
~~
FR90-16-D2DP
lW.IES;..
* 1.
ANTENNA CABLE LENGTHS HA \IE BEEN DETERlIINED BASED ON THESE PlANs. CABLE LENGTHS
USTED ARE APPRDXlIIA TE AND ARE NOT INTENDED ro- Be USED FOR F ABRICA TlON DUE TO
FIELD CONDITIONS, ACTUAl. ANTENNA CABLE LENGTHS REQUIRED MAY VARY FROI.I 'LENGTHS
TABULATED. CONTRACTORS MUST FIELD VERIFY ANTENNA CABLE LENGTHS PRIOR TO ORDER.
2. ACTUAl COAXIAL ANTENNA CABLE DIAMETER WLL BE AS SHOWN
3. ALL MAIN CABlES WILL BE COLOR CODED AT (J) THREE LOCATIONS
A. AT ANTENNAS OR WAIN FEEDER
B. OUTS1OE CABLE PORT
C. BOTTOM OF FEEDER
4. ALL MAIN CABLES WLL BE UTlUZEO GROUND KlTS GROUNDED AT (2) TWO POINTS AS FOLLOWS:
A. ANTENNA LE\IEL ONE END MECHANICAL CONNECTED TO GROUND BAR.
B. ONE END MEOIANlCAL CONNECTED TO EXTERNAL
GROUND BAR (EGB).
5. ALL TOP .JJMPERS YlILL BE lHREE FEET OR SIX FEET IN LENGTH. SUPPLY BY SPRINT PCSok INSTALL BY
ANTENNA CONTRACTOR.
6. CABLES TO BE INSTAlLED AND TESTED AS PER SPRINT SSEO 3.0D3.10.004
~ Sprin t Spectrum, L.P.
X
a::
7/16" DIN FElIALE CONNECTOR
1/2- FLEXIBLE JUMPER DIN MAlE.
DIN-MALE CONN.
10' LONG
1 1/4" TYPE DIN FEMALE
CONNECTOR
ANTENNA CABUNG DETAILS
REVISED COAX SIZE
SITE NUIIB R
" ,
1 I
I I
l SECTOR GROUND BAR J
, 0 ANTENNA ,
TYPiCAl ANTENNA
GROUNDING KIT
GPS UNIT
INSTAllED BY OTHERS
(NOT IN CONTRACT)
DRAWNG NUIIB
IN54XCJ03C
C4
ST ANDARO 1 5/8" FOAM HELllC
;r
TO GROUND BAR LOCATED
INSIDE TELCO SIDE OF PPC
TO GROUND RING
,
1
I
l
"
TYPICAL ANTENNA GROUNDING KIT
,
I
GROUND BAR I
o BASE OF J
TOWER ,
1 1/4" TYPE QUI FEMALE
CONNECTOR
1/2" .JJMPER DIN lIALE
1/2"' COAX CABLE
(OR EOUAL) MIN. BENDtNG
RADIUS PER MANUFACTURERS
SPECIF1CA TlONS
...
TO GROUND RING
In" SUPER-FlEXIBLE .AJIoIPER
10' LONG TO BE INSTAlLED
BY BTS CONTRACTOR
1/2" TYPE N MALE CONNECTOR
TYPE N MALE CONNECTOR
SUPPUED BY SPRINT
INSTALLED BY CONTRACTOR
i
Ii
!
RE CABINET
@ TYPICAL ANTENNA AND CABLE CONFIGURA nON
C4 N. T.S.
ANTENNA AND COAXIAL CABLE REOUIREMENTS
ANTENNA COAXIAl CABLE COLOR CODE (REFER TO SPEC'S.) PART,
SECTOR ANlENNA TYPE HEIGHT AZIMUTH D-&.~ ANTENNA LENGTH' SIZE FIRST RING SECOND RIN THIRD RING
EMS lX/RX 1 1/4" YELLOW (Y) BROWN (B) WHITE (W) FR90-16:-0Z0P
DIRECTIONAl 100' 0" 0" 140'
ALPHA RX 1 1/4- YELLOW (Y) WHITE (W) WHITE (W)
EMS lX/RX 1 1/4" RED (R) BROWN (B) WHITE (W) fR9D-16-02DP
DIRECTIONAl 100' 120' O' 140'
BETA RX 1 1/4" RED (R) WHITE (W) \\\-lITE (W)
EMS lX/RX 1 1/4- GREEN (G) BROWN (B) WHITE (W) FR90-16-02DP
100' 240' O' 140'
GAMMA DIRECllONAl RX 1 1/4" GREEN (G) I WI-IITE (W) WHITE (W)
PRIMARY GPS ANTENNA 1/2- GRAY BY SPRINT pes
.
~
~
!l
t
;
ZAMBER
1388 QUEENS WAY
CARMEL. IN 46032
HAMILTON COUNTY
-A-
~
FIRST GROUP ENGINEERING INC.
CONSULTING ENGINEERS
5714 11". 74TH STREET, INDIANAPOUS, INDIANA
PH. (317) 290-9549 FAX (317) 290-9560
L
ANTENNA (TYP.)
NEW 4.x 24.. 1/4. lHlCK
TlHNED COPPER GROUND
BAR (HARGER
G8114424SPR OR
APPROVED EQUAl)
12 AWC STRANDED
INSULATED COPPER
WIRE (TYP.)
ZAMBER
GPS UNIT
T1E-lIRAPS TO BE
IURA \/ICLET PRDTEClED (Ili.ACK) AND
I'WSH CUT (TYP.)
~
I
.
~
EXOlHERMIC WEl.O
TO PIPE "OUNT (TYP.)
14/0 AWC INSULATED
(GREEN) STRANDED COPPER
GROUND WIRE BOND TO
GROUND BAR AT BASE Of
TOWER
COAXIAL CABLE GROUND KIT (TYP.)
NEW 4.x 24-. 1/4. lHlCK
~NNED COPPER GROUND
BAR (HARGER
G8114424SPR OR
APPROVED EQUAL)
NO KINKS AND
NO 90" BENDS
ALLOWED (TYP.)
12 AWC BARE SCUD ~NED
COPPER WIRE
TO GROUND RING (TYP.)
'._T
PARAII F1 HORIZONTAL CONDUCTORS
PARALLEL lHROUCH CONNEC~ON
OF HORIZONTAL CABLES
TYPE PT
HORIZONTAl S1EEl S1JRFACF
TO FlAT STEEL SURFACE
OR HORIZONTAl PIPE
TYPE HS
.C. CONNFCTOR
HYPRESS
TYPE YGHC
Q~~~R GROUNDING DETAIL
!
i
:
=
=
t
i
FIRST GROUP ENGINEERING INC.
CONSULTING ENG~EERS
5714 lr. 74TH STREET. INDIANAPOUS, INDIANA
PH. (317) 290-9549 FAX (317) 290-9560
1388 QUEENS WAY
CARMEL. IN 46032
HAMILTON COUNTY
L
I S STRANDED IMUI.A lED c:RllUND
U-IlDI.T
(TIP.)
l'
[j
~
BOND .AJMPER
I'lELD F' ABRlCA TED
GREEN STRANDED INSULATED
TYPE 2-YA-2
CDAlIlAl. CNIlL _
SUPPORT POST (TIP.)
PlASTIC BUSHlHCl RED'D
(TD PROTECT I/X' CAlIlE)
'/X" CllAX CAlIlE
(OR EQUAl.) IIIN. BENDlNCl
IlADlUS PER IlAHUFACTURERS
SPEaFlCAnDNS
lHROUGH CABLE TO GROUND ROO '/ER~CAl STEEl SURFACE"
lHROUCH CABLE TO TOP CABLE DOWN AT 45' TO 'lERnCAL
OF GROUND ROD STEEL SURFACE INQ.UDING PIPE
TYPE GT TYPE VS
()
,
COPPER LUGS
TWO HOLE - LONG BARREL UENGlH
TYPE 55 TYPE VS TYPE YA-2
@;~~WELD/GROUNDING CONNECTION DETAILS
GROUNDING NOTES
TO CRllUND BAA LDCA TED
INSIDE 1ELCD SlOE OF PPC
"
'lERTICAl PIPE
CABLE OOWN AT 45' TO RANGE
Of 'lERTICAl PIPES
G AlL DIRECT BURIED GROUND CONOUCTORS SHALl. BE 12
SQ.JD BARE TINNED COPPER.
H ALL NON-DIRECT BURIED TELEPHONE EQUIPMENT GROUND
CONDUCTORS TO BE 12 STRANDED lHHN (GREEN).
I MAKE ALL TELEPHONE EQUIPMENT GROUND CONNECTIONS
AND SPUCES W/BURNDY "HY-GROUND. CONNECTORS,
UNLESS NOTED O'!HERNSE.
J PAINT AT ALL GROUND CONNEcnONS SHALl. BE RElIO'IEQ,
K lHIRD PARTY SHALL CHECK RESISTANCE BErEEN GROUND
(ElECTRODES II COLD WATER PIPING) II TElEPHONE EQUIPMENT
"AX RESISTANCE NOT TO EXCEED 5 OHMS.
L UTIUTY SER\1CE REOUIREMENTS ARE SHO'MI ON DRAWINGS
BASED ON INflll!l.lA~ON AVAIlABLE AT '!HE n"E ...
ARE NOT GUARAFi TEED.
.. DISCONNECTS SHALL BE HEAVY DUTY - 200,000 AlC RA~NG
~ccg'~~'f MF'G G.t. SQUARE D. I'ESCO/CUTLER HAMMER
N SUBCONTRACTOR SHALL '/ERlFY lHE EXACT "ElHOD
AND REQUIROIENTS Of SERVICE BY UTILITY COMPANY DURING
BIDDING II INQ.UDE ALL COST FOR A COMPLETE SYSTEM IN
lHE BID.
o PVC SCH 40 MAY BE USED AS PER..IT1ED BY COOE IN UEU OF
R1QD STEEL CONDUIT FOR UNDERGROUND TELCO APPUCA TlONS
ONL Y. INSTALL A CODE SIZED INSULA lED GROUND CONDUCTOR
(GREEN) USE RIGID STEEl ELBOws.
P SEE GROUNDING DETAILS II NOTES. CONF'ORN TO SPRINT COM, INe.
GUIDELINES.
~ Sprint Spectrum, L.P,
GROUNDING NOTES AND DETAILS
SI NUMBER
DRANNG NUMBER
RE
IINSTAI.LA nON HARDWARE I
PER EQUIPIlENT INSTAlLER
HORIZONTAL SPUCE
SPUCE OF HORIZONTAL
CABLES
INS4XC303C
E1
IZ\GPS MOUNTING AND GROUNDING
QY us.
A ALL WORKS II ..ATERlALS SHALL BE IN FUll. ACCCR>ANCE w/
lHE NA~ONAL ELECTRiCAl CODE. ALL APPUCABLE STATE AND
LOCAl LAws. AND REGULATIONS,
NOlHlNG IN lHESE PlANS OR SPEClI'lCA TlONS SHALL BE
CONSlRUCTED AS TO PERIIIT WORK NOT CONFORlllNG TO lHE
"OST STRINGENT OF lHESE CODES. SHOULD CHANCES BE
NECESSARY IN lHE DRAWINGS OR SPECIFICATIONS TO WAKE WORK
CClIFL Y W/THESE REQUIRElIENTS. lHE SlJ9CONTRACTOR SHALl.
I....EDIA TEL Y (ESPECIALLY BEFORE BIDDING SUB..ITTAL) NO~FY
lHE ENQNEER IN WRITING II CEASE WORK ON PARTS ON lHE
CONTRACT WHICH ARE Al'FECTED.
COAX CABLE
GROUNDING
STRAP KITS
SCREW ON WG
ATTACHED TO
GROUNDING
NRE .
! (ALl. GALVANIZED)
,
SUBCONTRACTOR SHALL MAKE A SITE VISIT PRIOR TO BIDDING II
CONSTRUCTION TO 'IERIFY ALL CONDITIONS II SHOULD NOTIFY
SPRINT l"lIEDlA TEL Y UPON DlSCO'IERY OF ANY DISCREPANCIES.
'!HE SUBCONTRACTOR ASSU"ES ALL UABIUTY TO COIoIPL Y
WllH lHlS PROVISION.
C EXTENT OF WORK IS INDICATED BY DRAWINGS ... SPECIflCAnONS II
IS SUBJECT TO THE TERMS ... CONDITIONS OF CONTRACT. lHE
WORK SHALl. CONSIST OF FURNISHING ALl. LABOR, ECUlPMENT,
"A TERIALS II SUPPUES NECESSARY F'OR A COMPI.ETE II
OPERA~ONAl ELECTRICAl SYSTElI INCLUDING WORK NOT MENTIONED
OR SHOWN WHICH ARE NECESSARY FOR SUCCESSFUL
OPERA ~ON Of ALl. SYSTEMS.
B
1\U1Ul"'tIIll
~""~tE c. 8."I,~",-
i'~~:~T~~\
~Sl&~ .-~\~~
g !~ No. \
-. 7.
;-0 \ 1841 1 a:
::.0<'1 ~ .....AlE OF :,"R ...
.... ~ . QIJ , ~...
% ~ .....!I1Jo'A~.. ~/
~ ~() ......... M.ta '"
", U$/i ~' "
'~.fll",p,~e~\\\\,"" ~ TYPICAL COAX GROUNDING KITS
C, ~~~/cl
~ Sprin t Spectrum,
GROUND WIRE
o DRAWINGS INDICATE DIAGRAMMATICAU.Y lHE DESIRED LOCATIONS OR
ARRANGElIENTS OF lHE CONDUIT RUNS, OUTLETS. EQUIP. ETC
II SHALl. BE FOlLOWED IN EXECUTING lHE WORKS so AS TO
SECURE lHE BEST POSSIBLE INSTALlATION IN '!HE AVAII.ABLE
SPACE UI.IITA~ONS
E FEEDER ... BRANCH CIRCUITS TO BE RUN IN EMT FOR INDOOR
PROTECTED LOCA ~ONS ONLY. FEEDER at BRANCH CIRCUITS RUN
IN NONMETAlliC CONDUIT SHALL INQ.UDE A CODE SIZED
GROUNDING CONDUCTOR HAVING GREEN INSULA liON. GROUND
CONDUCTOR SHALL BE PROPERLY CONNECTED TO ..AlNTAlN
ELECTRICAL CONTINUITY
F' WIRING SHALL BE COPPER TYPE lHWi'l
L.P.
9801 W. HIGGINS ROAD, SUITE 220
ROSEMONT, IlliNOIS 60018
CONSlRUCnON ORA\\ftNG FOR
SITE NO. IN54XC303C
NO. DATE
DATE: '2/28/00
THE LAYOUT SHOWN BELOW IS
SCHEMA nc AND IS INTENDED
TO SHOW A TYPICAL
GROUNDING CONAGURA nON
ACTUAL GROUNDING
CONFIGURATION MUST
CONFORM TO 'tIERRA
UMlTED. INC.
SPEClACA nONs.
....8------w:=0- "-
/ I
I AC
: UNIT
I COAX
: PORT
I
I
I
I
I
*
I
I
I
I
I
I
I
I
I
+
I
I I
I I
/
I //
I ",,/ -------e-....
-- /~ n
" ~/~........~L-L-f~ I
...._~--------- ....
l!i
..
-' ....
..,~------0-....
'II \
I AC I
UNIT :
I
I-
I
I
*
I
I
I
I
I
I
I
I
I
~
I
I
I
I
I
I
I
/
CRND
BAR
DE!
DE
RE
~li~1
~
CXJ
r---
\
\
,
"
,
TELC~
ZAMBER
138B QUEENS WAY
CARMEL. IN 46032
HAMIL TON COUNTY
GROUND BAR
AT TO~
BASE
1 II
II
II
II
II
II
II
II
II
II
II
II
II
I
II
II
II
II
II
11-- TOWER LEG
II
II
f2AWG
STRANDED
INSULATED
COPPER GROUND
WIRE
EXOTIlERMlC
WELD (T'IP.)
COAX
PORT
I
II
II
II
II
II
II
II
II
"
II
II
EQUIPMENT
SHELTER
I
~--
GCADWELD
- -~-:~~-=~:
OND RING
rCOPPER CLAD
GR NO ROO
5/~ . X 10'-0" LONG
r--
\
\
,
"
'-
~ GROUNDING PLAN
E2 N. T.S.
.
~
~
FIRST GROUP ENGINEERING INC.
CONSULTING ENGINEERS
5714 Y. 74TH STREET, INDIANAPOLIS, INDlANA
PH. (317) 290-9549 FAX (317) 290--9560
i
L
USE TOWER
MANUFACTURERS APPROVED
GROUNDING A TTAOtMENT "
'\, /"
" //
I.____~L_
SEPARA lE GROUND ROO
FOR ELECTRICAL SER\IlCE
-DO NOT BONO TO GROUND RING
NO KINKS AND
NO 90' BENOS
ALLOWED (rn'.)
. ,
N'
.
CONllNUOUS U/G GROUND RING
f2 AWC SOlID BARE
llNNED COPPER WIRE
TO GROUND RING
51P:' X 10'--0' GROUND ROO
, @ COAX CABLE BRIDGE GROUNDING
E2 N.T.S.
PATCH TO MATCH ElCISllNG SURFACE
.......
-y
@ J.~ICAL GROUND ROD DEl AIL
GROUNDING LEGEND
8 X1T GROUND ROO
e GROUND ROD
. CADWELD TWE CONNECllON
· COMPRESSION TYPE CONNECllON
- - - GROUNDING WIRE
ABBREVlA nONS
AWC
BCW
CPS
PCS
PPC
PRC
RGS
EMT
MIGB
OBGE
BTS
AMERICAN WIRE GAUGE
BARE COPPER WIRE
GlOBAL POSIllONING SYSTEM
PERSONAl COMMUNICA llON SYSTEM
POWER PROlECllON CASlNET
PRIMARY RADIO CABINET
RIGID GAlVANIZED SlEEL
ELECTRICAl METALLIC TUBING
MASlER ISOLATED GROUND BAR
COAX ISOI..A TED GROUND BAR EXTERNAl
BASE TRANSMISSION SYSTEM
{ ~~~I----l
11
~
~ RE
u
TRENCH
GROUNDING GENERAL NOTES
1) GROUND RODS WILL BE SIP:' X 10 FOOT COPPER CLAD NOT LESS TIlAN 10 FOOT
OR MORE TIlAN 15 FOOT APART AND MINIMUM OF" 40 INCHES BELOW FINISHED
GRADE.
2) ALL CONNECllONS TO THE GROUND RING, AND PERIPHERAl EQUIPMEN T WILL BE
MADE iliA CADYtEJ.D PROCESS EXCEPT, FOR MONOPOLE (USE MANUFACTURERS
APPROVED GRQUNDING ATTACHMENT FOR MONOPOLE) UNLESS OTHERWISE SPEORED.
'"
J) ALL 'MRlNG USED IN TIlE GROUND RING SHALL BE f2 SCUD llMNED COPPER
,.;lIl1li'lJJ UNLESS OTHERWISE SPEOFlED.
",\\'M'CE C II"~,,, 4) ALL METALLIC COIIPONENTS ON TIlE SITE MUST BE GROUNDED TO THE GROUND
,"df\'" . -~~~~ RING. THIS INOJJOES SlEEL CONDUITS USEO TO DEUIlER THE TELCO AND
~ .J\.~':..o.o..o..o..U~_~. POWER UllUTY UNES TO TIlE SITE OR USED TO PROIllDE ACCESS BY UllUllES
$ ~ ... ~...\ST~^ o. '~";, OR CONTRACTORS TO TIlE VARIOUS CABINETs.
, ~ .~'g "T~~. -~ ~
~......} ...~ '0\ ~~) WHEN EARTIl RESISTANCE TEST INDICATE THAT THE SOIL IS ABO\IE MINIMUM
- . ,- No. \,. ALLOWABLE RESISTANCE" THEN CONTRACTOR SHAlL ESllMATE TIlE TYPE. NUMBER
AND ARRANGEMENT OF" EARTIl ELECTRODES. CONTRACTOR SHALL ALSO CONSIDER
18417 COMPANY'S S1lE SPECIF"IC APPROACHES FOR IMPROIIING EARTIl RESISTANCE AT
STATE OF THE SITE BY TIlE METHODS INDICATED BELOW:
'"
. ::>
"'",
-'z
"'-
'"
f2 SCUD llNNED COPPER
CROUNOlNG 'MRE GROUNDING
LOOP
. ~
.:1
SEPARA lE ClROUND ROO
FOR taCO SElMCE
BOND TO GROUND RING W/16 AWC
PROIIlDE B' (/olIN) 16 AWC ABO\IE GROUND
f'ROU GRND. ROD TO DEMARC
FOR mOO's USE
FOR RAW LAND 51lES:
14.) USE MUL llPLE RODS
2A.l LENGTHEN THE EARTH ELECTRODE
J4. TREAT THE SOIL
44.) USE CHEMICAL RODS
2.J~i
Sprint Spectrum, L.P.
9801 W. HIGGINS ROAD. SUITE 220
ROSEMONT. IWNOIS 60018
CONSlRUCilON DRAWING F'OR
SITE NO. IN54XCJQ3C
.. Sprin t Spectrum, L.P.
GROUNDING PLAN ANO DETAILS
SI TE NUMBER
IN54XC303C
DRAVtlNG NUMBER
E2
100 AMP DElI -[ C9 - , C9 - 7 J-- 60 AMP AC SURGE PROTECTOR
C9 - 2 C9 - B
100 AMP DEI 2 -[ C9 - J C9 - 9 ]-- 60 AMP fOR AC
C9 - 4 C9 - 10
20 AMP GENERATOR CHARGER C9 - :l 0 0 C9 - II - 20 AMP TElCO Cf1 RECEPTACLE
(If REQUIRED)
10 AMP fAN C9 - 6 0 0 ca - 12 - 20 AMP Cf1 RECEPTACLE AND
UGHT
~:.~~TROL PANEL SCHEDULE
tKUEo.
CONTRACTOR TO DECIDE COST EFFEClNE ROU11NG Of CONDUIT, All. SPECIf1CA nONS
\lUST BE YET (SCHEDULE 40, pvc. ETC.).
(2) 2"' D1T CONDUIT TO GPS FROII DEI
INSTAll. FROM OVERHEAD TO SIDE Of DEI AS
SH01M'l IN DRAWING OR AS DIREClED BY SPRINT
CONSTRUCTION REPRESENTAn\'E.
SlJPPUED AND INSTAU.ED BY CONTRACTOR.
DEMARC CONDUIT NOlES:
I. fASTEN 4" AND I" CONDUITS TO lliE BOTTOM HORIZONTAl UNISTRUT BAR USING ClAWPS.
2. lliE 4" CONDUIT IS FOR LOCAl lElEPHONE COMPANY USE. lliE ," CONDUIT IS fOR COUNTERPOISE
(GROUNDING) USE.
3. lliE COUNTERPOISE WIRE (LOCAl TElEPHONE GROUND WIRE) IS TO RUN 18" ABOVE lliE BURIED
lELEPHONE CONDUIT. CONNECT COUNTERPOISE WIRE. THROUGH I" CONDUIT, TO GROUND ROO.
LEAVE 5' OF COUNTERPOISE WIRE AT BOlli ENDS OF lELEPHONE CONDUITS.
4. If A POSITRON IS REQUIRED. ROUTE TELEPHONE CABLE. lliROUGH 2" CONOUIT. FROM POSITRON
TO TaCO SIDE Of ppc.
I '.
4'-0"
I
ElECTRIC SERVICE METER
SUPPUED BY unuTY
COIIPANY AND INSTAU.ED
BY THE CONTRACTOR.
DISCONNECT. SUPPUED BY
AND INSTAlLED BY
lliE CONTRACTOR.
. Z
3i
l' , SCHEIlUlE
40 P.V.c. CONDUIT
(fOR GROUND WIRE)
:z", SCHEDULE 40 P.V.c. CONDUIT TO PPC (PO~)
3"' SCHEDULE 40 P.V.c. CONDUIT TO PO~ U11UTY
:z', SCHEDULE 40 P.V.c. CONDUIT TO PPC (P~)
4"' SCHEDULE 40 P.V.c. CONDUIT TO TaCO U11UTY
(:Z) 1"' ElIT CONDUIT
(I TO EACH AC UNIT FROM PPC)
SlJPPUED AND INSTAlLED BY
CONTRACTOR.
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ECUIPllENT DETAILS AND CONDUIT ROUnHG PlAN
SI NUIIBER
DRAWING NUMB
RE
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EXISTING GROUND
13\ DEMARC DETAIL
'87N.T.S.
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(4) :z", D1T CONDUIT:
(I FORPD~ TO EACH DEI CABINET)
(1 FOR TaCO TO EACH DEI CABINET).
INSTAll. FROII OVERHEAD TO SIDE Of DEI AS
SHOWN IN DRAWING OR AS DIRECTED BY SPRINT
CONSTRUC110N REPRESENTA 11\'E.
SlJPPUED AND INSTAlLED BY CONTRACTOR.
I" D1T CONDUIT
~~~s. CONDUIT ~OUTING PLAN
NO OATE
DATE: 02/05/01
(1) 2" SCHEDULE 40 P.V.c. CONDUIT TO
TElCO U11UTY
SUPPUED AND INSTAllED BY CONTRACTOR
(1) 2", SCHEDULE 40 P.V.c. CONDUIT TO
PO\\Ul Ul1UTY SUPPUED AND INSTAllED
BY CONTRACTOR
(J) 4' fLORESCENT AXlURES
W/l)ua BUlBS
/ ! I
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SUPPUED AND INSTAllED BY
CONTRACTOR
. (I) J"' SCHEDULE 40 P.V.c.
CONDUIT TO POWIER unuTY
SUPPUED AND INSTAllED BY
CONTRACTOR
j
~
f2\EQUIPMENT CONDUIT ROUTING PLAN
~ '87N.T.S.
I. CONTRACTOR SHAll. INSTAll. PVC CAPS OR APPROVED EOUAl ON All. EXPOSED CONDUITS
DURING INSTAU.A110N. PVC CAPS TO RDIAIN AFTER INSTALLA110N. DUCT TAPE IS NOT ACCEPTABLE.
2. CONTRACTOR TO INSTAlL PPC CABINET DIRECTLY ON EOUIPMENT PLATfORll USING 1/:Z" DIA. BOLTS
Willi OVERSIZED WASHERS.
3. CONTRACTOR TO BACKFIU. CONDUIT TRENCHES WITH ClEAN. COllPACnBlE
FlU. MA TERlAL USING 12" (MAX.) uns.
4. CONTRACTOR TO COORDINATE ALL WORK WITH LOCAl Ul1unES THROUGH
SPRINT PCS PROJECT MANAGER.
S. CONTRACTOR TO SUPPLY AND INSTALL All. CONDUITS, INCLUDINC CONDUITS FROM
EXTERNAll. Y MOUNTED TELEPHONE AND ElECTRIC SER\IICE EOUIPMENT TO THE ppc.
~'-LJ ft
t7\ LIGHTING CONDUIT ROUTING PLAN
'87 No T.5.
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Sprint Spectrum, L.P.
9801 W. HIGGINS ROAD, SUITE 220
ROSEMONT. IWNOIS 60018
CONSlRUCllON DRA\'IING FOR
SITE NO. 1N54XC3Q3C
;
ZAMBER
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FIRST GROUP ENGINEERING INC.
CONSULTING ENG~ERS
571. W. 7.TH STREET. INDIANAPOUS, INDIANA
PH. (317) 290-95<109 FAX (317) 290-9560
1388 QUEENS WAY
CARMEl. IN 46D32
HAMILTON COUNTY
L
-\
2-HOLE. LONG BARREL. COIIPRESSION LUG. TINNED.
SOUD. COPPER (THOMAS AND BETTS SERIES OR
APPROVED EQUAl) ./18-8 STAINLESS S'lEEL BOLTS.
NUTS. WASHERS AND 8aLEVILLE WASHERS SUPPLIED
AND INSTAlLED BY CONTRACTOR
(6) 1 EACH FROII CllAlCIAl. CABLE GROUND FOR SECTORS
" A". "B" AND "C" (f6 Awe. INSULA TED STRANDED.
COPPER (T'IP))
(6) 1 EACH FROII ANmlNA PIPE 1I0UNTS FOR SECTORS
"A". "B" AND "C"(IZ AWC. INSULATED STRANDED.
COPPER (T'IP))
o
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o 0 0 000
IlOUNTlNG
BRAO<ET
NEW 4". 24". 1/4" THIO<
COPPER GROUND BAR
(HARGER GBI14424SPR OR
APPROVED EQUAl)
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2-HOLE. LONG BARim.. COIIPRESSION LUG. TINNED.
SOUD. COPPER (THIlIIAS AND BETTS SERIES OR
APPROVED EQUAL) W/l8-8 STAINLESS STEa BOLTS.
NUTS. WASHERS AND BElLEVILLE WASHERS SUPPUED
AND INSTAlLED BY CONTRACTOR
(2) FROII PPC
(2) 1 FROII EACH DEi CABINET
(2) 1 FROM EACH A/e UNIT
I
(2) 1 FROM EACH GPS UNIT
o
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16 Awe. INSUlA TED.
STRANDED. COPPER (TYP.)
#2 Awe.
INSULATED.
STRANDED.
COPPER (TYP.)
00000
o
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o
o
o
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ANTENNA
SECTOR "c"
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.NUTS TO fACE OU~T.
STAINLESS STEa NUTJ
BELLEVILLE -WASHER
STAINLESS STEa
A!OLTS
:ii
(IF REQ'D.)
FlAT-WASHER
STAINLESS srm
COPPER GROUND BAR
GD:~~UND BAR SECTION
HCIE.s..
1) ALL HARDWARE TO BE STAINLESS STEEl. INClUDING BELLEVlLLE
WASHER, COAT AlL SURFACES 'MlH T&8 KOPR-SHIFI n BEFORE IIATlNG
2) All HOLES ARE COUNTERSUNK 1/16"
18 GND
BURNDY
COMPRESSION
CONNECTION
12 INSULATED STRANDED
CND
24" CND BAR LOCATED INSIDE EQUIPIIENT SHa TER BELOW COAXIAL CABLE PORT
BARE SCUD
NNED CND
CONTINUOUS 12 BARE SOUD
TINNED CND
PROPOSED GROUND RING
'.
GROUND
, RODS
18 BARE SCUD
TINNED CND
14/0 Awe.
INSULA TED. STRANDED
COPPER CONDUCTOR
CONNECTED TO
GROUND BAR LOCATED
AT IIIDOLE OF TOYoO
@24" GROUND BAR
E4 LOCATED AT TOP OF TOWER
N.T.S.
2-HOLE. LONG BARREl. COMPRESSION LUG. TlNNEO,
SCUD. COPPER (THlllIAS AND BETTS SERIES OR
APPROVED EQUAl) _/18-8 STAINLESS STEa BOLTS.
NUTS. WASHERS AND IlEI.LE'ALLE WASHERS SUPPUED
AND INSTALlED BY CONlRACTOR
'~''''"-~
COAXIAl CABLE GROUND
FOR SECTORS "A", "8"
AND "c-
1 FROM GROUND BAR Al
TOP OF TOYo{R
18 AWG, INSULATED,
STRANDED. COPPER (1YP.)
14/0 Awe.
INSULATED,
STRANDED.
COPPER (TYP.)
o 0 000
IlOUNTlNG
BRACKET
12 Awe. BARE.
SCUD, TINNED
COPPER
CONOUCTOR
CONNECTED TO
GROUND RING
NEW 4". 24". 1/4" THIO<
COPPER GROUND BAR
(HARGER GBI14424SPR OR
APPROVED EQUAl)
o
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o 0
000
o
1I0UNTlNG
BRAO<ET
12 Awe. BARE.
SCUD. TINNED
COPPER
CONDUCTOR
CONNECTED TO
GROUND RING
NEW 4". 24". 1/4" lHlCK
TINNED COPPER GROUND
BAR (HARGER
GBI14424SPR OR
APPROVED EQUAl)
12 AWG. BARE;
sauD, TINNED
COPPER
CONDUCTOR
CONNECTED TO
GROUND RING
@24" GROUND BAR
E4 LOCATED INSIDE EQUIPMEN T SHEL TER
BELOW COAXIAL CABLE PORT
N.T.S.
12 BARE saUD
TINNED CND
ZAMBER
1.388 QUEENS WAY
CARMEl. IN 46032
HAMILTON COUNTY
......
-...
SEPARATE GROUNO ROO
FOR ELEClRlCAl SERVICE
-00 NOT BONO TO GROUND RING
~gl
.,.... SERVICE
GROUND ROO
CABLE BRIDGE
POSTS
SEPARATE GROUND ROD
FOR TELPHONE SERVICE
BONO TO GROUND RING
@24" GROUND BAR
E4 LOCATED AT BASE OF TOWER
N.T.S.
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FIRST GROUP ENGINEERING INC"
CONSULTING ENGINEERS
5714 11'. 74TH ~. INDIANAPOLIS. INDIANA
PH. (317) 290-9549 FAX (317) 290-9560
12 Awe. BARE;
SOLID, llNNED
COPPER
CONDUCTOR
CONNECTED TO
GROUND RING
Is GND
12 GND
12 CND
I8GNO
o
12 GND
ANTENNA
SECTOR "A"
ANTENNA
SECTOR "8"
NO. DATE
DATE: 12/28/00
GROUND ROO
... Sprin t Spectrum
ONE-UNE DIAGRAM It GROUND BAR DETAILS
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Sprin t Spectrum
9801 w. HIGGINS ROAD. SUITt: 220
ROSEMONT, ILUNOIS 60018
CONSlRUCnON DRAWING FOR
SITE NO. IN54XCJQJC
51 NUll
DRA'MNG NUIIBER
IN54XCJ03C
E4
5'-0" 10'-0" MAX.
MAX. (T'tP.)
('!'/P.)
r------
PROPOSED "'f ARBORVITAE ~
SEE PLANTlNC DETAIL ffi I
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FIRST GROUP ENGINEERING INC.
CONSULTING ENGINEERS
5714 11'. 74TH STREET. INDIANAPOUS. INDIANA
PH. (317) 290-9549 FAX (317) 290-9560
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THESE ?LANS HAVE BEEN PREPARED TO. MEET APPUCABLE CITY LANDSCAPE
OROINANCES. THESE DRAWlNCS ARE IN NO WAY AN INDICATION OF
APPROVAL OF ANY ITEM(S) PERTAINING TO THE CONSTRUCTION Of THIS
~ROJECT, OTHER THAN PLANTS AND LANDSCAPING MATERIAl..
SOIl CONOl1l0NS HAVE NDT BEEN TESTED. IT IS THE RESPDN5IBIUTY
OF ~E LANDSCAPE CDNTRACTOR TO. NDTlfY THE OYrNER'S REPRESENTATIVE
If ANY CONDITIONS ARE NOT SATISfACTORY.
,
OUANTlTY
PLANT SCHEDULE
SClENTIFlC NAllE
COMMON NAllE
/ UlotITS Df CONSTRUCTION
LANDSCAPE CONTRACTOR
SHAll REPAIR DISTURBED AREAS
WITH SEED AND STRAW MULCH
-- ----------------,
. *
*
*
*0"-0"
(*
*
20 THUJA OCCIDENTALS 'TECHNy' MISSION ARBORVITAE
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7 C.V.
* PLANT SO THAT TOP OF
ROOT IIAl.1. IS E\'EN WITH
THE FlNISHED GRADE.
,
NEW DEMARC
i
fllRW SAUCER 'MTH A
." '::ONTlNUOUS RIM
"
SPEOFlED PLANTING MIX
WATER AND TAlotP TO
REIIDVE AIR PDO<ETS
I
PlANTING MIX TO BE
2/3 TOPSOIL AND
1/3 SPHAGNUII PEAT
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ZAMBER
1388 QUEENS WAY
CARMEL. IN.. 480.32
HAMILTON COUNTY
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I
PLANTING NOTES
SYMBOL
1. LANOSCAPE CONTRACTOR (CONTRACTOR) SHAll VISiT JOB SITE. INSPECT oaSTlNG
Co.NDl1lo.NS AND REVIEW PROPo.SED PLAN liNG AND RELATED WORK. IN CASE Df
DISCREPANCY BETWEEN PLAN AND PLANT UST. PLAN SHAU. GOVERN QUANlIlIES.
2. All UNDERGROUND UnuTlES SHOULD BE Lo.CATED IN THE FlELD PRIOR TO
COlIIIENCEMENT OF WORK.
J. CONTRACTDR VoIll SUPPlY RNISHED GRADE AND EXCAVATE AS NECESSARY TO.
SUPPlY." To.PSOIL DEPTH IN ALL PlANlING BEDS.
.. AU. PlANT MA TERlAL TO BE PREIoIIUIol GRADE NURSERY STocx. PlANT III. TERIAL
SHAll CONfDRM TO. THE CODE OF STANDARDS SET BY "1HE AMERICAN STANDARDS
fDR NURSERY STDCK.." NO. BARE ROOT OR PARK GRADE IIATERlAL VoIUL BE ACCEPTED.
S. GUARANTEE Of PLANTS fOR ONE (1) YEAR SHALL BEGIN AfTER ACCEPTANCE BY
DYrNER AND/OR PROJECT REPRESENTA TlVE. THE CONTRACTOR SHAlL GUARANTEE All
PLANTS TO BE IN A HEAllliY. VIGOROUS CDNDITION fDR A PERIOD OF ONE (1) YEAR
fOllDWlNG ACCEPTANCE. CONTRACTOR SHAll REPLACE. 'MTHOUT COST TO DYrNER.
ANY DEAD OR UNACCEPTABLE PLANTs.
&. 'THE CONTRACTOR SHALL ASSUIIE All IIA1NTENANCE RESPONSlBlUTlES FOR A
MINIMUM Df ONE (1) YEAR. IolAINTENANCE SHAll INCLUDE WATERING, WEEDING, AND
o.THER OPERAlIDNS NECESSARY TO KEEP PlANT IIATERlAL IN A THRIVING CONDITION.
7. All LANDSCAPE AREAS SHALL HAIlE PROPER DRAINAGE 'THAT PREVENTS EXCESS
WATER fROII STANDING AROUND TREES.
8. IIULCHlNG AND WATERING OF ALL TREES SHAll BE IMIIEDIATELy'DR WITHIN 16 HOURS
AfTER INSTAlLATIDN.
9. IT IS INTENDED THAT lHIS SITE WlUL IIATCH EXISTING GROUND ELEVATIONS AND VoIUL
IlAlNTAlN EXISl1NG DRAINAGE PATTERNS WHERE APPUCABLE.
SIZE
"'f
IIULCH TO DRIP UNE
." DEEP
O4T BURI.AP AND ALL
STRING AWAY fROlI TRUNK
00 NDT LEAlIE BURlAP EXPOSED
@ PLANTING DETAIL
L 1 SCALE: NONE
Sprint Spectrum, L.P.
9801 W. HIGGINS ROAD. SUITE 220
ROSEMONT. ILUNOIS 60018
CONSTRUCnON DRAWING FOR
SITE NO. IN54XCJ03C
..
(DSITE ELEVATI~N
L1 SCAlE: No.NE
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LANo.SCAPE PlAN AND DETAILS
NO. DATE
DATE: OS/01/01
Ll
51 NUMBER
DRA'MNG NUM
IN54XC."5o.JC