HomeMy WebLinkAboutConstruction Plans
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I/EITS:.,
COMII\INICAllONS. INC. " ,
COMMERCE CROSSING. SUITE 1
INDIANAPOLIS. IN 46240
TELEPHONE: (31?) 81e-1l446
f'ACSllllLE: (~17) 81e-_
NEXTEL COMMUNICATIONS
3520 COMMERCE CROSSING, SUITE 100., INDIANAPOLIS, IN 46240
.
MAGTECH
SERVICES INC
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SPECIALIZED MOBILE RADIO FACILITY
SITE NAME: WOODLAND
SITE NUMBER: IN-2572
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WOODLAND
SITE NO: IN-2572
1776 E. 116TH STREET
CARMEL, IN
46032
APPROVALS
PROJECT MANAGER: _ DATE:_
NEXlFI' DATE:_
IIlRMIIlIll':
ICHB:KED Ill':
EJMI
SAHI
NO:
1
2
IlA1[: ISSIE:
10127/00 Sm: SKETCH
071021l11 ZONING
ARafIECT:
IIN:IECH SEJMCES INC.
1715 _ WAY
FORT WA'I'NE. IN _
(219) 43&-2_
SITE MAlAE:
SITE NUMBER:
SITE ADDRESS:
WOODWlD
1N-2512
1778 Eo 1181H SlREET
CARIIB.. IN d032
SliT. DESCRIPTION
NO.
REVISION
DATE
ENGINEER:
sam IWmIAN
IIN:IECH SEJMCES INC.
1715 _ WAY
FORT WA'I'NE. IN _
(219) 4J8-2B8B
CONTACT: NAME
ADDRESS
CI1Y. ST.
Ta NO.
APPUCANT: NAME
ADDRESS
CI1Y. ST.
Ta NO.
IC:I~
1778 E. 116TH :ll1ftU:.1
CARIIB.. IN
(31n 844-7331
Nrxm
3S2D MIAInn" I'IJMCM! !III[ 1CD
rNnIANAPnIlS... IN ...,M\
(31n 81~
RE\'ISIlNS: IlA1[:
Ill':
SUR\IEftlR:
-
93 CA1ERPRJ.AIl DIlNE
JOlIET. Il
(815) 729-{1177
LEGAl DfSCRlPJlOH:
SEE PlAT Of' SURVEY FOR LElW. DESCRIPIIDN
A.P.N. : 111-10-31-00-00-031.00
CURRENT ZONING:1I-8 BUSINESS
OCCUPANCY: 11-4
1YPE or CONST.: INDUSlRIAl. UNIT. ELEt1RICAI. AND GROUNDING
NOTES:
camn:A1IllIl:
VICINllY MAP
CONSULTANT TEAM
PROJECT SUMMARY
SHEET INDEX
SlEET 1IlI.E:
TITLE SHEET
DJRa:TIONS TO SITE:
TAKE 1-485 TO HIGHWAY 431. TAKE HIGHWAY 431 NORTH TO
1181H SJREEr. TAKE 1181H SIREET WEST TO lHE SITE LOCA1ED
AT 1778 E. 1181H SIREEr.
MANnIt'.AP RF'DIJIIIn8:'Nn;..
f'ACIUIY IS UNIWINED AND Mar FOR HUlWI _A11llIL
IWlDlCAPPEIl .ICCESS REllUIREIIENTS Mar REQUIRED.
CONTRAcroll TO CONTACf LU.l .l.S.
PRIOR TO CONSTRlIcnON START
1-800-382-5544
---
1-IlOO-428-5200
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EAST 116th SlREET
N69'S3'04"W
479.70'
GRAPHIC SCALE
PROPERTY lLIW. DESCRII'11OH
PARCEl. I
PARI' Of" THE SOUTHWEST QUARTER OF SECTION 31, TOWNSHIP 18
NORfH. RAHGt 4 (AST. HAMlLTOH COUNTY. INDIANA. YORE FWmCULARLY
DESCRI8ED AS rcn.o.ows, IlEClNNlIIC AT A POINT ON 1I<E SOUTH UN[ OF
SAID QUARTER SECTION. DISTANT 253.30 FEET MEASURED NORtH 89
DEGREES 50 taNUTES 15 SECONDS EAST ALONG SOUTH UNE FROM mE
NlNO"THENCE NORtH Ot DEGREE 04
PARN.La WITH THE WEST LINE OF SAID
275.00 FEET; THENCE SOlJTH 89 DEGREES 50 MINUTES
1 3..30 FEET: THENCE NORTH 01 DECREE 04 NlHutES 45
SECONDS WEST ,gs.04 FEET; l1iENCE NORTH 89 DEGREES 50 NlNUrES 15
SECONDS FAST 495.15 FEET: THENCE SOUTH 00 DEGREE! 2.. MINUTES os
SECONDS WEST 470.00 FEEl' TO THE SOU11f ONE OF SAID QUARTER
SECTION; THENCE SOUTH ell DEGREES 50 Y1NUTES "15 SECONDS WEST
479.70 FEET TO THE Pt..ACt OF BEGINNING.
$U8.JECT TO AN EASENENT 20.00 FEEl' IN WIDTH BY' PAIW.!A U"E OFF
lllE ENI1RE [AST SlOE OF 1IlE ABOYE OE$CRI1lED PROPOITV RESERVED FOR
A GAS UN[ tASEUtNT. AND FURTHER SU8JECI' 10 Nt EASEMENT 24-00
FEET IN WIDTH BY pARALJA LINES WES1' OF #HI) ADJACENT TO l1i! WEST
UNE OF' neE ABOVE DESCRIBED 20.00 FOOT GAS LINE EASDIENl'l SAID
EASDlENT BEING RESER\IED FOR IHGRtSS #MO ECRESS AND FURn1ER
SUBJECT 10 III EASENEIIT IlESCRI8ED AS rou-ows:
BEGlNtINO AT A POtNT ON tHt SOUTH lINE OF SAID QUARTER SECTION
DISTANT 253.JO tEET UEASUREO NORTH 89 DECREES 50 MINUTES 15
SECONDS EAST AltO A.LONO SAIl) SOUTH UN[ FROM nc: SOUTHWEST CORNER
THEREOF. RUNNIHO THENCE NORTH 01 QEGREE 04 WINUlES 45 SECONDS
"""'-LEL wmt THE WEST UN( OF SAIll QUARTER SECl10N
; THENCE SOUIH 89 OECREES so MlHUTES 15 SECONDS WEST
NORTH 01 DECREE 04 NINUTES 45 SECONOS wEST
THENCE NORTH 89 DEGRttS so hUNUTES 15 SECONDS EAST
23.30 FEET: THDICE SOUlH 01 DECREE 04 MINUTES ., SECONDS EAST
310.00 FEEl' TO THE SOUTH LINE OF SAIO QUARTER SECTION: THENCE
soutH n DEGREES 50 NIHUTES 15 SECONDS wEST AND AlONG SAID SOUTH
UN< 20.00 FEET 10 1IlE I'OIIIT 0' IlEGINNlNG. SAIll EASEMDlT aeNO
RESElMIl FOR U1IU1Y PIJRPOSES.
PAR<:a. 11:
PART OF THE SOUTHWEST 0UJmER OF SECTION 31. TOWNSHlP 18
NORTH. RAHGE 4 EAST. HANn..TOH COUNty. INDWfA.. YORE PA.RT1CUl..ARLY
DESCRIBED AS FOlLOWS: A PARCEl. OF REAl. ESTATE THIR1Y-flVE (35)
FEET IN WIDTH lit PAIlAU.E1. UNES. 1IlE CENTtR UNE 0' WHICH BEGINS
AT A POJNT ON THE WESf LINE OF' .PARCEL r DISTANT 215.00 FEET
MEASURED NORTH 01 DEGREE 04 MINUTES <t.S SECONDS WE$T FROM THE
SOUTHWEST CORNtR THEREOF: mENCE SOUTH 89 DECREES 50 LUNUTES 15
SECONDS WEST 3.JO FEET TO A POINT: THENCE NORTH 01 DEGREE 04
fof1NUTES 45 SECONDS WEST 17.50 FEET AlOHG THE WEST UNE oF SAID
PARCEL I TO THE POINT OF 8EGINHINC: THENCE SOUTH 89 DECREES so
WJNUTES 15 SECC*DS WEST 250.00 FEET TO THE CENTER UNE OF
WESTFtE1.D BOULEYIoRD. THE SANE DEDlG THE WEST UNE or SAID QUARTER
SEencH. SUBJECJ'. tIOYt'EVER. TO THE SAID WESTf1EW SQULEVARO R1.GHT-
OF-WAY.
EXCEPfING ntEREFROIl:
A PART OF lllE SOUTHWEST OUARTER OF SECllON 31. TOWNSHIP 18 NORTH.
RANCE 4 tAST. CITY Of' CARMEL. HAMILTON COUNTY. INCMNA, OESCRtBED AS
FOLLOWS: CC)MUENCINQ Ar TKE SOUTHWEST CORNER OF SAID stcnoH:
89 DEGREES 03 MIHUI'ES 30 SECONDS rAST ~ fEEl'
; THENCE NORTH 01 DEGREES 51
TO THE POINT. OF BEOINNINO OF'
COON Of' THE NORTH
STREE1' WITH A WEST lINE Of' THE OWNER'S \.AND;
NCRIH 01 0iGREE 51 MJNU1'ES 30 SECONDS WEST 25.00 FEET
$NO WEST lINE: 1tfENCE NORTH 81 DEGREES 03 MINUTES 30
SECONDS EAST 17.82 FEET; THENCE SOUTH 00 DEGREES 50 MlNUTES 51
SECQHOS (AST 15.QQ FEET: THENCE SOU1'H 87 DEGREES 50 MNJTES 51
SECONDS !AST 185.27 FEEl" TO lHE NORtH 8OtJHOARY' OF I 18TH STREET:
THENCE SOUTH et OECREES 03 MINUTES 30 $[CQNDS wESt' 202.42 FEET
AlONG SAm NORTH BOUNDARY TO l'HE P01NT OF SEG1NNIfi<<1.
(II.....)
lbmb-80tt.
PROPERTY DETAR. AREA
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EASEMENT PROVISIONS
UTILITY COMPANY INFORMATION
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BASIS OF BEARING
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MEAHNAQNB'I1Cz:mc:tUfAnoN
OD'I'AlMlDPROMU.s.o.s.
7 J/2MlM1t'BSBItlBS MAP
CoUtMJlLQtW)JtAN<ILB
srA."lZOPJMXANA
LA't1"lVDJi!r~r57'2I.W
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O"':JI~
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9.50' :)4.50 N 89'53'04- W 45.00' 100'
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AL.SO. A PART Of THE SOUTHWEST QUARWt OF SECTION 31. TOWNSHIP 18
NORTH. FWlGE 4 DST. aJY OF CMMa. HAMILTON COUHlY. tNOIA.NA,
OESCRIBEO AS FOlLOWS: CONMENCIHG AT THE SOUTHWEST CORNER OF SAm
SEcnON: THENCE NORTH 89 OEGREES 03 MINUTES JO SECONDS EAST
635.00 FEET .4LONG THE SOIJTH UNE OF' $NO SECTION; 1'HEI'ICE NOR1l1 00
DEGREES 58 MINUTES 3D SECONDS WEST 45.00 FEET TO lM! P01NT OF
BEOINNCNG OF THIS OESCRIP'TION. WHICH PCr.4T IS ON THE NORTH
BOUNDNl'Y OF 116TH STREE1': THENCE NOImt 00 DECREES 56 hItNUTES 30
SECONDS WEST 30.00 FEET; THENCt NORTH 89 OECREES 03 t.GNUTES 30
SECOHOS EAST 10.00 FEET; THENCE SOU1'H 00 OEGREES 5fS WlHUTES 30
SECONDS EAST 30.00 FEET m THE NORtH BOUNDARY OF 1161H STREET:
lllENCE SOUTH 89 OECRUS 03 llIIIUlES 30 SECONOS wEST .0.00 FEET
ALONG SAID NORTH BOuNDARY' TO 1HE POINT OF BEGlHNING.
PROPOSED NEXTEL LEASE AREA.
THAT PART Of' ntE SOUTKWEST 31. TOWNSHIP 18
NORTH. RANGE 4 E'AST. HAMlLT SCRIBED AS
FOLLOWS: COMNENCJNO AT OF' SAlO SOUTHWEST
0UARTat ntENCE NORnf 00 SECONDS WEST 298.~0
FEET. ALONG THE WEST UNE OF' SAID SOUTHWEST QUARTER: THENCE soutH
89 DEGREES 53 MINUTES 04 SECONDS EASt' 304.s0 FEET: THENCE NORTH 00
DEGREES 21 MINUTES 47 SECONDS wESr 141.$4 FEU. TO tHE POINT OF
BEGINNNC; THENCE CONTIMJJNG NORTH 00 OECREES 21 "MINUTES 47 SECONDS
WEST 21.00 f'EEr; THENCE NORTH 89 DEGREES 53 MINUTES 04 SECONDS WEST
45.00 FEET; THENCE SOUTH 00 OEGREES 21 MINUTES 47 SECONDS EAST
21.00 FEET; THENCE SOUTH 89 DECREES 53 llINUlES 04 SECONOS rAST
45.OQ FED'. TO :rHE POD4T OF 8EC1NH1NG. CQNTAIN1NC 944.97 SQUARE
FEET. YORE OR LESS.
PROPOSED NON-EXCLUSIVE ACCESS wEMENT lEGN.. QESCRlPnON
lliAT PART OF THE SOU1HWES1' 01JARI'ER OF' SECTION 31. TOWNSHIP 18
NORTH. RANCE 4 EAST. HAMILTON COUNty. INOIANA.. DESCRIBEO AS
fOU.OWS: CQUMENCINC AT THE SOUTHWEST CORNER Of' $All) souTHWEST
QUARTER: THENCE NORTH 00 DEGREES 21 MtNUTES 47 SECONDS WEST 29B.M
f'EE1'. Jl.DNC THE WESr UNE OF SAI) SOUTHWEST 0UNttER. TO THE POINT
OF' BEClHNING; THENCE SOUTH 89 DEGREES 53 MINUTES 04 SECONDS EAST
304~ FEET: THENCE NORTH 00 DEGREES 21 MINUTES 47 SECONDS wEST
149.54 FEEl. TO THE SOUTHEAST CORNER OF THE PROPOSED NEXTU. LEASE
ARP; THtNCE COH11NUINO NORTH CD DEGRaS 21 YIHUTES 47 SECONDS WEST
12.00 FEET "'-ONO THE [AST UHE OF SAIIl lEASE AREA; THENCE NORTH 89
DEGREES J8 MINUTES 13 SECONDS CAST 12.00 F'EET; llfEHCE scum 00
DEGREES 21 wtNUTES 47 SECONDS EAST 173.14 FEEl'; THENCE NORTH 89
DEGREES 53 MINUTES (U SECONOS WEST 31e.so FEET. TO A PO&N1' ON SAID
WEST UNE Of" '1'HE SOUTHWEST 0UARlER: lHENCE NORni oa DEGREES 21
l.l1NU1ES 47 sECONOS WEST 12.00 FEET. ALONG !NO WESt' UNE Of' THE
SoutHWEST Q1.WUER 10 THE POlNr Of' 8EGINNlNO. CONTAINING 5737.09
SQUARE FEET. MORE OR LESS.
PRClPOSED NON-El<Ct.IJSNE U1IUTY EASEliENT
THAT PART OF THE SOUTHWEST Of' SECT10N 31. TOWNSHIP 18 NORTH.
IWICE . tAST. """"-TON CO\JNT'f_ DESCRIlIm AS FOLLOWS;
COIAIENQNC AT S01ITHWEST CORNEA OF SAID SOUTHWEST QUAIU'ER: lH9ICE
SOUTH 89 DEGREES S3 MINUTES 04 SECONDS ~ 2S3.30 F'IET. ALONG THE
SOUTH LINE OF SAID SOUTHwEST QUARTER: THENCE NORTH 01 DECREES 21
NINUTES 47 SECONDS war 275.00 FEET: THENCE NORTM 89 DEGREES 53
MINUTES 04 SECONOS wEST 3.30 FEET; THDICt NallH 00 OECREES 21
WIHlJ1ES 47 SECONDS WEST 173.04 FEET. 10 THE POtNT OF' SECINN1tICo
THENCE CONT1~ NOR1M 00 DEGREES 21 NIHUTES 47 SECONDS WEST 22.00
F'EET: THENCE SOUTH n DEGREES ~ MINUTES 04 SECCHOS EAST 5..~D
FEET: 'THENCE SOUTH 00 DEGREES 21 YINUTES 47 SECONDS EAST 1.00 FEET.
TO THE NO~ CORNER OF THE PROPOSED NEXTEL \.EASE AREA; THENCE
NORnt 89 DEGREES 53 MINUTES 04 SECONDS WEST 45.00 F'fET. ALONC THE
NORTH UNE OF' SAlQ I.DSt NfEA, TO THE NOR1HWEST CORNER OF $NO
LEASE AREA; THENCE sount 00 DEGREES 21 r.tlNutES 47 SECONDS EAST
21.00 FEET. ALONG lHE WEST UHE OF SAID lEASE AREA. -TO T1iE
SOU1HWEST CORNER or SAID lEASE MEA.; ntENCE NORI'H 89 DEGREES 53
MINUTES 04 SECONDS wEST 9.50 FEEI'. TO THE POINT OF' BEGIHNINO,
CONTAINING 254.00 SQUARE FEET. MORE. OR LESS.
GRAPHIC SCALE
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1lDCb. - 5 (t.
tEASE AREA DETAIL
s
LEGEND
-0- 'Il!LI!I'IIONBPOLB r...., ) BXlSTINO OROIJNI) CONTOUR
EB n!LBPHONB CANIllTBR
o STOIlM!oWIHOLB
):( UGBTPOLB
-0 FIBB HYDRANT
= INI.IlI'
...l1- SION
~ SANlTARYMANHOLIl
o CATCHIlABIN
F' FLAOPOLB
-0- POWBRPOLB
iI BLBCI1UCMANHOLB
ISI n!LBPHONB
EI WAlER VALVB
'" GAS VALVB
STOIlM SBWl!RLINB
>-- SANITARY SBWBR LlNB
-W~ WAlERMAIN
-B- UNDIlIllJROllNDBLBCI1UC
- T - UNDEROR.OUND'Il!LI!I'IIONB
- OB - OVBRIIBAD BLI!CI1UC
o ROOPVBNIS
o ROOPDRAlNS
8 I!XIS1lNG ANTENNA
e SBIlUB
PREPARED BY:
'-l
ROGINA
PROPOSED NOH-EXCLUSIVE 1.AHDSCAPE EA&MENI' NO.1 LE~ DESCRIPTION
THAT PART OF' tHE SOUTHWEST QUARTER OF SECT10H 31. TOWNSHIP 18
NOFmI. RANGE 4 EAST. HAWlLTON COUNtY. INDIANA., DESCRf8ED AS
F'Ol.LOWS: COMMENCING AT THE SOUTHWEST CORNER Of' SAID sountWEST
QUARTER; THENCt NORTH 00 DEGREES 21 NINUTES 47 SECONDS WEST 298.50
FEET. .tLONG neE WESt" lJNE OF SAID soutHWEST 0I..IAR1'ER: THENCE SOUTH
89 OECREES $3 MINUTES 04 SECONDS EAST J04.s0 F'EET: THENCE NORTH 00
DECREES 21 MINU1'ES 47 SECONDS WEST 149.54 FEET. TO THE SOUTHEAST
CORNER OF THe PROPOSED HElTEL lEASE MfEA. TO THE POINT OF
BEC1NNJNG: THENCE NORTH 89 DEGREES $3.1.t1NUTES 04 SECONDS WEST 50.00
f'EEt' AI.ONC niE SOUTH LINE OF SAID LEASE AREA. AND SAID SOUTH LINE
EXTENOED WEST; THENCE SOUTH 00 DEGREES 21 MJNU1'ES 47 SECONDS EAST
~oo FEET: THENCE. SOUTH 8a ~ SJ MINUTES O' SECONOS [AST $0-00
FEET: THENCE NORnt 00 DEGREES 21 YlNUTES 47 SECONDS WEST 5.00 fEET.
~ THE POJNT OF BEGlNMMG. CONTAlNtNC 250.00 SQUARE FEET. MORE OR .
PROPOSED NQH-EXCLUSIYE LAHDSCAPE rASGltNT NO.2 LEQAL DESCRIPTION
THAT PART OF THE SOUTHWEST QUARTER OF SECTION 31. TOWNSHIP 18
NORTH. RANGE 4 EAST. HMIILTON COUN1Y. INCIWIA. DESaWED AS
F'OLLOWS: CQIAIENCINO AT THE SQUTHWISI' CORNER OF SAID SOUtHWEST
QUNUER: THENCE NORTH 00 DEGREES 21 MINUtES 47 SECONDS WESI' ae.:i0
FEET. ALONG THE WESI' UHE Of" SAID SOUTMWEST QUARTIR; THENCE SOUTH
89 OEOREES 53 MINUttS -04 SECONOS EAST 304.50 F'EET: THENCE NORtH 00
DEGREES 21 ..INUttS 47 SECONDS wEST. 149.'4 f'EET. TO THE SOUTHEAST
CORNER Of' THf: PROPOSED NEX1'El. LEASE AREA: THENCE CONT1NU1NC NORTH
00 OEOREES 21 ....UTES .1 SECOIlDS war 12.00 FEET. ALONG THE EAST
LINE OF SAID l.EASE AREA. TO THE POINT OF' BEGINNING: THENCE
C()NTlNUIHQ NORTH 00 DEGREES 21 MINUTES 47 SECONDS WEST 9.00 F'EEf.
AlONC SAID !:AST UN< OF lEASE NIEA. 10 THE NGRllfEAST COANfR OF SAIIl
LEASE ARtA: THENCE SOUTH 89 DEGREES 53 MINUTES 04 SECOND! EAST ~oo
F'm: THENCE SOUTH 00 DECREES 21 MINUTES 47 SECONDS EAST 8.98 FEET;
THENCE SOUTH 89 DEGREES 38 MINUTES 13 SECONDS WEST 5.00 FEET. TO
lHE POlNl OF BEGINNING. COHTJ..INIHG 44.89 SQUARE FEET. r.tORE OR LESS.
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SURVEY NOTES
stAn 0' IWJIOI8 )
)n
ctJlJNTr or 'lf1U. )
1'0: 1IunI. CfJJIJII1NlCArlDNS
f1Ir.l 13 TO CDfI'lrt ,HAt' TN/$ SURVrr. BElNC COIlPUf'ZD IN 'tN' rlE/JJ ON
1I-a-40. ru MADB (I.) IN ACCORDANCB rIT8 TH. "IIINlIlt/II STANDAIUJ J1~AIJ.
fOR AUA/AClII LAND '1'"1.8 SURYIfr&-. J(JJNTU ISTA81.1SHnl AND
ALfA . M:SII IN ,.,~ AND tNCWUS !T811S '-6.'10. .. 10. II .I: '3 tU'
'HDfEO'. AND flf/RSUANt' TO t'N~M:J:lIRA&'I STA~ AS A/1OFf'VJ
'A AND AC3J1 AND IN ",ECr ON 'NB DAT' 0' rHl:J CDTlnaATION U ..
!JIIll'frt.
-Z~:;~. ':")~ A.
GIlULD.&. TIIDIIPSON ~
... ASSOCIATB8,LTD.
ENGINEERS SURVEYORS PLANNERS
9lColl1pil1lrIlrilo Io&ot,JIIiDob 81l/7l.9-f771 FAXI~
LOCATION MAP
SITE NO: IN-2S72 (WOODLAND)
1776 E. 116th STREET
CARMEL, INDIANA 46032
DATE DESCRIPTION
2Il101 ItIMS8L1ASBAltBAAA.CCBSSEASBMINI'
SI27JOl IUIVISB LBASaAlUlAoDUllDDf(J, MONOPOL8 A ACCESS BASWJ'
snMJ:l IUMS8 tBASBAIlBA,DUJLDJNCJ. MONQPOtB&.uxzss BASM1'
6121181 N1D1!ASI!MBlft'S
NED&
COMMUNICATIONS, INC.
300 PARK BOULEVARD,SUITE 500
lTASCA, IL 60143
TELEPHONE:6301875-6600
FACSIMILE: 630/875-2699
DRA WNBY: D. KOONTZ
CHI!CKBD BY: J. KELLA
DATE: 1211100
PROJECI'NO.: 788.122
CBO$8 tJN S/1JI:IfALX At JIIf COllNRR'" WUf' BI//UllNI1 8lSV_SI7.U (l1.$.C.S.)
INDIANA UNDERGROUND
CALL 1-800-382-5544
48 HOURS BEFORE YOUDIG
(EXCLUDING SAT., SUN., & HOL.)
17IB 3UJW8T01I 8XP1f8S$E3 NO OP1NltJ11 AS' TO '118 JlXtJRACY 0' nm f1NDntDRDUND
Uf'lUTIES 1IR8N NOt' READ/U VISIBU FROJI TN. SURFACE. IT 1$ RECQIIJ/BNDED
=AW ~~,:=g ~e:rEfk~~M:r. Jll/NlClPALm AND / OR UTlurr
r;:!~~::,~~DU NUIIMR FOil ,IIZ PROPBRT'f DUClUUD RrlWN III
rM I'UIOD /IAn IN$URANC8 lIAI' 8H01ts THAT na PROP8IU'Y Dt#lUBED HunN AS
~:''f~ ~tZ::'rM;; ~~.TO TNIl COJIJ/UII/Tr PANn. No. ,1tJUIOtJ04C
A rnv FOUC1 1tU NOr USID 10 PIItHB:6 r~ WRYEr.
1116 ORlCINAI. SUMEr JlIU. B8 IN T1I1l POSSESSION 0' TNB SURVeYOR MID
eUCTRONtcAUZ REPRODUC8D. TOR FV7U1f8 QUDf'IONS Rn'BR 10 THE OIllGIHAt.
BUr.I 0,. JlBASUUD B8A1UHaS . CODRDlNAf'z:J AU INDIANA srA'tE tt1.AN8
COORJJ/NA'1/S BASf' ZOIlS, AND f'H8 INDIANA HARN N~RIC.
CDIIPAU DESCRIPTION AND POINtS BBFDRE BUILD/NO AND REPORT AllY
APPARDIr m"U8NCE 1'0 ,tHE SURVIlYOR.
REFER 1'0 DnD 4JI CUAIfAN1'8E mu POUt:Y FOR BUlt.IJINO UN.
RnTRlCTlDN$ OR BAS,1I811f'$ Nf1f' SHOrN ON PLAT 0' sutwEr.
f'Q INSURB AUTHnrrlClTY 0' ANY COPID. TRrt J/l/Sf' BUR mB
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A.L.T.A./ A.C.SM. LAND TITLE SURVEY
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m. 20' UTILITY
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NEr1H
COMMUNlCAnoNS. INC.
COMMERCE CROSSING, SUITE 1
INIlWW'OI.IS, IN 46240
TElfPHONE: (31?) 81&-6446
FACSIMILE: (~17) 81:1-6404
.
MAGTECH
SERVICES INC
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WOODLAND
SITE NO: IN-2572
1776 E.116TH STREET
CARMEL, IN
46032
APPROVAlS
PROJECI' MANAGER:_ DATE:_
NEX1EI.: DATE:_
IIlIlAlIIlIll':
1CHl:KED Ill':
EJMI
SAN I '
Ill: IlQE: ISlU:
1 10127Il1O SITE SKETCH
2 07102101 ZONING
REVISIllNS; IlQE: BY:
CEIIfR:A1lON:
SlEET 1II\f:
SITE PLAN
CONTRACl'OR TO CONTACf LU.P .P.S.
PRIOR TO CONSTRucnON START
1-800-382-5544
_ 1IIL _
1-800-428-5200
,.....-,,-
10i'0~241
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GENERAL NOTES AND CONDmONS
01, AU. ~ _ NlD _ SIW.I. BE _ II
__~__FllR_NlD_
CllIlSlRUl:IIOI II 1HE sr.cn: OF _
02. '!HE CONIIW:IllR SIW.I. ICEEP CMEFUl. _ _ _ OF
AU. CllNSIRUCllOH AND SIW.I. FUINSII '!HE _ _ '!HE
alY _ REX;llRD _ UPON ClIIR.DIIlN OF lIS -. llNE
SEr OF -.:BE REX;llRD _ _ COPIES IIIISr BE
FURNISHED 10 '!HE OIINER BY '!HE CllNIIIACIOR.
01 AU. _ PERFlIMEI 8Y 1ItE CONIIW:IllR SIW.I. BE GlMMIEED 8Y
:f.:~~n:~~~AU.'!HE
IlEFECIS IN IM1ERIMS NlD _.
Q4. AU. SIllUCIUIElI. INIEIS. PIPE$, SWiIUS _ _ IIUST BE ICEPf
CLfAN _ FREE OF IllRI' _ _ lit AU. 1IIIES.
011. '!HE IS REllPClNSIIILE FllIl __ _ SIGNS,
FENClIlll, 1IWFIC COHIIlOI. _ - -. -
AU. _ 1llAT NC _ 10 __ lItE So\FEIY OF
1HE AU. _
11II. 1HE _ 8Y _ 10 _'IHE -. _ 10
_ _ HOI.D _ 1HE -. '!HE ENIlINEER. '!HE
alY. _ AU. _ NlD _ OF _ PMIIES. _ AU.
SlRIS _ CIMIS _ our OF '!HE __ OF SAIO -.
_ FURIHER _ 10 llEFEND OR cmtERlIISE PIlf AU. I.El:olL FEES
_ OUT OF lIE IlUEIlSE OF SolID PMlIES.
rn. AU. El.EYAID8 NC u.s.u IlIQUIL
11II. _ IIlST _ _ BE ~ 8Y 1HE 11IIE
_ IN '!HE PROIEllI' llPEI:IFICA1DIS
011. '!HE G.C. __ BE REllPClNSIIILE 10 ClFJUlMl'!HE EIlCLClSURE
10. '!HE GPS _ IIOUIIlS __ BE _ WIIH
EIIiCl.ClSUAf, NlD IIISW1IIl 8Y G.C.
11. EXISIING I/IIUIES NC _ /IS A llUIIlE ClNLY. lItE c:oIIIIW:IOR
=-VERlFJ.1llfE~ OF EllISI1Hll UIIIJIIES __ 10 --
12. AU.-'F_.IIIISI'III!~_1ItE_
EARTHWORK, GRADING, AND PAVING
01. AU. _ _ NfE1S SIW.I. BE SJRIlIlED OF AU. 'I1lPSOII.
_ lDBJIWILE ~ _ _ OR F1I1DllO _ 0.10
FmOF_~
02. '!HE _ 5IWJ. BE FREE OF AU. IJIlSlIIWlLE _ _
SIWl. BE _ 10 A _U11 85 PER CENf OF _
PIlllCIllll 1lENSIIY.
01 '!HE QlWIIII1ES _ II tHESE IllICUIlDIIS NC _
:O~:l':Lmm~t:~~~
SIIE _ SOIL COIIIlIIIONS.
Q4. '!HE _ CONIIW:IllR IS IlESPOIISIIlLE FllR __
POSIIIIIE __ Ilf lIE CONCUISIOII OF DiCII _ IlAY.
011. 1IlE _ CONIIW:IllR IS ~ FllR 1HE .-. _
~:=m~~~-::t
-
11II. UPON COIlIU1IllII OF 1ItE _ . 1ItE _ WILl.
_ 1llAT POSIIIIIE __ ElCISIS _ 10 AU.
CIlllSIIlIlCTEI -.so
SOIL EROSION AND SEDIMENT CONTROL
01. RfASlINoW.E CARE IIIISI' BE _ 10 __ SIlL -.
RERIllO PlIlllZIIURES NlD sr_ FllR .- SOIL ERllSIlIII _
_ COHIIlOI. IN '!HE SI'A1E OF _
02. AU. tUIS, SIRIICIIlRES. PIPE$, ~ _ _ SIW.I. BE ICEPf
CLfAN NlD FREE OF IllRI' _ SII.7.
01 S10aCPUS 5IWJ. _ A 8ERII OR 1REIICIl -..0 '!HE
_ 10 CQNIRIlL SLT F NEEDEIl. F 1ItE SIllCICPIIE IS
10 _ FllR _ 1IWI _ ~ IIIISr _ 5UFFIClEIII'
_ 10 COHIIlOI. BlIIH _ _ WIll _
Q4. SIllMI _ FRU _ SIW.I. III! PUIZD -..0 AU. tUIS,
CA1I:ItBIlSIIlS _ SWlUS 1llAT RB:EM: SII.1't RIIIIOFF ..- 1ItE
aJUIISE OF COIISIRUCIIlllI
011. SLT FDICE WILl. BE CIlllSIIlIlCTEI M.llNG 1HE _ ..-ERIY
UNE ACROSS 1HE ENIIlE CllNSIRUCllOH MEA.
08. _ SOl. EIlllSIOII CQNIRIlL IlE\IICES _ 1HE _ OF
1IIS PROIEllI'.
rn. RfJll.H:E SOl. EROSIOII CllIIlROl. IlE\IICES _ SOD _ 'I1lPSOII. lit
1HE COIlIU1IllII OF 1HE PROIEllI'.
08. AU. JOlM:EIIT _ 5IWJ. BE ICEPf CLENI lit AU. 1IIES.
011. __ SOl. EROSIOII COIIIROl IIIASlIAElI SIW.I. BE UIlIlERWCEN
IF DEEIIED _ 8Y 1ItE DlGIIIEERING _ DURING 1IIE
aJUIISE OF COIISIRUCIIlllI
. I ;;.~AU.~~ I
CONI'RAcroR. TO CONTACT LU.P.P.8.
PRIOR. TO CONSTllUCl'ION START
1-l1OO-382-5M4
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1-800-428-5200
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COIoIIIUNlCA1IONS. 1Me.
COIIIIERCE CROSSIliIC. SUITE 1
INDIANAPOUS, IN 46240
lELEPHONE: (31?) 815-6446
FACSIII1I.E: (~I17) 815-6404
.
MAGTECH
SERVICES INC
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WOODLAND
SITE NO: IN-2572
1776 E. 116TH STREET
CARMEL, IN
46032
APPROVAlS
PROJECT IIANAGER: _ DATE:_
NEXTFI' DATE:_
10IlA1IN BY:
ICHECICED BY:
EJMI
SAHI
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N.TS.
CONJ'RAcroR TO CONTACf LU.P .P.S.
PRIOR TO CONSTRUcnON START
1-800-382-5544
---
1-800-428-5200
RII ... .... III ......
COMIlUNlCA1l0NS. IHC.
COUUERCE CROSSING. SUll'E 1
/NIlIANAPOI.lS. IN 46240
TEJ.EPHONE: (317) 815-6448
FACSlIIII.E: (~17) 815-8404
.
MAGTECH
SERVI CE S I NC
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WOODLAND
SITE NO: IN-2572
1776 E. 116TH STREET
CARMEL, IN
46032
APPROVALS
PROJECT IIANAGER:_ DATE:_
NEXTEI..: DATE:_
IllIIAIIIlM
IlHl:I(S) 1M
EJMI
SAHI
Ill:
1
2
IW[: ISSIJe
1012T1lIO SITE SKETCH
07I02I01 ZONING
_ IW[:
BY:
ClIlIFIOOIllIt
SIm 1Il\[;
SITE DETAILS
1~:;)241
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GENE:RAl RE:OUIRE:ME:NTS:
IIEI1H
GENERAl NOTES
D. AMERICAN CONCREIE INSlITUTE (ACI).
Eo AMERICAN SOCIEIY FOR 1ESllNG AND 1IA1ERIALS (ASIU).
f. EI.ECTRONIC INDUSTRIES ASSOCIATION STANDARDS
(ElA/TlA-222-E).
6. WELDED WIRE fAllRlC SIWJ. CONFORM lO AS1U A 1l1ll.
7. NO AIlMIXTURES SIW.L BE USED wm<<lUT THE PRIOR WRITTEN
AUTHORIZA11ON OF' THE ENllINEER.
8. AU. CONSTRUCnOH AND ElCPANSION .KlINTS SIWJ. BE INSTALLED
PER lHE IlRAWINClS.
9. AU. EXPOSED CORNERS OF' CONCRETE WORK SHAU. BE
CHAMFERED 3/4" UNLESS NOIED 01'HERWISE.
10. UNLESS NOTED Ol'HERWISE AU. REINfORCING STEEL SHAU.
BE lAPPED PER ACI CODE - 318.
11. AU. FORlIWORK SHAU. BE RIClO. 1IGHI'. ILVEL. PI.lIUB AND
SUfFICIENTLy SHORED lO RESIST CONSJRUCTlON LOAD
CONIlIl1OHS.
12. CURING OF CONCRETE SHALL BE PER ACI JOlUI9. STANDARD
PRACTICE FOR CURING CONCRETE.
13. PlACE CONCREI'E IN ACCORDANCE WITH ACI 3D4J9.
14. HOI' WEATHER CONCRETE SHAU. BE PER ACI 305IL89.
COlD WEATHER CONCREl1NG SHALL BE PER ACI 3lI8IL89.
15. WELDING OF REINfORCING STEEL ARE PROHl8/IED.
18. PRIOR lO THE PUCEIoIENT OF. lHE CONCRETE. THE CONTRACTDR
SHAU. PROVIDE A IIINIMUM 24 HOUR WRITTEN IKJl1CE lO THE
OWNER'S REPRESENTAllYE AND THE TES'I1NG NJDfC'f.
17. PRO\IIDE TEST C'lUNDERS M. FllU.OWS:
A. EQUIPMENT ENCLOSURE:
1 CYLINDER AT 7 DfoYS
1 CYLINDER AT 28 DfoYS
B. DRILLED PIER:
1 CYLINDER AT 7 DfoYS
1 CYLINDER AT 28 DfoYS
18. AU. REBAR SPUCES SHALL BE CLASS 'C'o NO WELDING
WILL BE AU..OWED
3. SUBGRADE PREPARATION:
A. REMOVE AU. SOILS COHl'A1NIHG lOPSOlL:. ORGANIC
IIATERIALS. AND/OR FILL IIATERW..S FROM WITHIN
MEA OF' ENCLOSURE fOUNDfol1OH.
B. PROOF ROLL RESULTING SUBGRADE WITH A HrAVlLY
LOADED SINClI.!: AXIJ: DUMP TRUCK OR SIMIlAR
VEHICLE (20 10M LOAD). CONTRACTDR SHALL UNDER-
CUT AND ~ WITH ENGINEERED FILL (COIIJ>AC1ED
~~~ ::~BYARf:
TE5TING NJfJff:(.
C. IlACKFILL AND COIIPACI' THE NlEA WITHIN lHE IlUIIJlING
f'OUNDf<11OH. AND UNDER lHE SLAB OR BE1WEEN RESULTANT
SUBGRADE AND f'OUNDf<11OH WALL WITH CA-8 GRANUlAR
IIATERIAL
4. FOUNDA11OH WALlS SHAU. BE BACKFILLED EVENLy ON [ACH
SIDE OF' THE WALL OR WALlS SHAU. BE ADEQUAlD.Y BRACED
BY lHE CONTRACTDR UN11L ENCLOSURE SLAB HAS BEEN PlACED
AND CURED FOR 72 HOURS IoIINIMUII.
5. REfER lO SOILS REPORT FOR IoIINIMUM IIE'ARING CAI'ACIIY
BELOW FOOTING.
ANTENNA TOWER
1. AN1'ENNA TOWER IS A 90' MONOPOLE.
THE ANTENNA IolOUNlS SHAU. BE fURNISHED BY
NEXlEl. AND INSTALLED BY THE CONTRACTDR PER
THE OWNER'S AND IlANUFACl'URER'S SPECIF1CA11ONS.
COWUNlCA11ONS. INC.
COMMERCE CROSSING, SUITE I
INIlIANAPOI,IS, IN 46240
1UEPHONE: (31'?> 811H1448
fACSIMILE: (317) 815-8404
1. AU. WORK SHAU. CONFORM lO THE REQUlREMENlS OF
1HE LATEST EDITIONS OF' THE fOU.OWIN(l CODES/SPEClFICA1IONS.
A. NEXTEL COH'IftACI' DDCUMENIS AND lHE PRO.lECT STANDARD
SPEClFlCA1IONS.
B. AU. APPIJCAIll.E LOCAL STATE AND FEDERAL CODES
AND REGULA11ONS.
C. UNIfORM BUILDING CODE (UBC)/BUILDlNG OFFlClALS .. CODE
ADMlNlSmAlORS (BOCA) M. APPI.ICAIlI.E.
.
2. 1HE fACIUlY IS AN UNOCCUPIED SPECIALIZED MOIIIl.E
RADIO fACIUlY.
MAGTECH
SERVICES INC
mll_~
.... ..... ..-.
~_. /J1tl__
5. 1HE CONTRACTOR SHAU. RECEI\IE IN WRInNG. AIITHORIlA-
lION lO PROCEED BEFORE STARTING WORK ON /IH'( IlEM
NOT ClEARLy IDDmF\ED BY THE CONIRACT DOCUMENIS.
E:OUIPMENT E:NCLOSURE: BUILDING
1. THE EQUIPMENT ENCLOSURE IS A PRE-fABRICATED ENCLOSURE
MANUFACTURED BY F1BREBOND CORPORATION (NC.
THE EQUIPMENT ENCLOSURE SHAU. BE fURNISHED BY
THE OWNER AND INSTALLED BY THE CONIRAC1OR PER THE OWNER
AND IlANUFACl'URER SPB:lFICA11ONS.
2. GENERAl. CONTRACTDR SHAU. BE RESPONSIBLE FOR OF1'-LOADINC
ENCLOSURE fROM TRUCK AND PlACING SHELTER ON PlATFDRII.
__ *"' .... _ aod _..
_..W._......_fII
~ -: =-.:1...- -:r=
fII .::;.. *"' _ -= ,Cl"'-_
11III110 "'...........llniIor__1or
:I.::.t :iiima=.."'iiO.~_
::,~::.~ ~':=:""tio"=-
3. PlANS ARE NOT lO BE SCALED AND ARE INlENDED lO
BE A DlAGRAllllA11C 0UTtlNE ONly. UNLESS NOTED OTHER-
WISE. THE WORK SHALL INClUDE fURNISHINll 1IA1ERIALS.
EQUIPMENT. AND LABOR NECESSARY lO COIIPI.EI'E AU.
INSTAllATIONS M. INDICATED ON THE DRAWINGS.
4. PRIOR lO lHE SU8IIISSIOH Of THE BIDS, THE CON1RACTOR
SHAU. VISIT lHE JOB SITE AND BECOME fAllllJAR WITH
1HE FIELD CONDIIlONS. /IH'( DISCREPANCIES ARE lO
BE BROUGHT lO THE ATmmOH Of 1HE OWNER'S
REPRESENTAlJIIE.
So THE CONTRACTOR SHAU. INSTAU. AU. EQUIPIolDI1' AND
IIATERW..S IN ACCORDANCE WITH IWIUfAClURER'S
RECOIlIIENDfo11ONS UNLESS SPECIFICALLy OTHERWISE
NOIED.
WOODLAND
SITE NO: IN.2572
1776 E. 116TH STREET
CARMEL, IN
46032
3....(f
'lo
APPROVALS
PROJECT MANAGER:_ DATE:_
NEXTI'\' DATE:-
7. THE CONlRACTllR SHALL SUPERVISE AND DIRECT 1HE WORK.
USING BEST SI<IUm PERSONNEL THE CON1RACIOR SHAU.
BE SOLELy RESPONSIBLE FOR AU. CONSlRUClIOH MEANS.
MEJHODS. TECHNIQUES" SEQUENCES AND PROCEDURES AND
FOR COORDINA'IlNG AU. PORl1ONS OF THE WORK UNDER 1HE
CONTRACT INCl.IJDIHG CONTACT AND COORDINATION WITH lHE
lANDl.llRD"S AUTHORIZED REPRESENTA1l\/E.
'lo
GRADE
10. KEEP THE CONSIRUCTlOH SITE aEAN. HAZARD FREE. AND
DISPOSE Of AU. DIRT. DEBRIS. RUBBISH AND REMO\IE
EQUIPMENT NOT SPECIFIED M. REIIAlNING ON 1HE PROPERTY.
IEAIIE PREMISES IN a.EAN CONDITION AND FREE FROM PAINT
SPOTS. DUST. OR SMUDGES OF /IH'( NATURE.
11. CONIRAC1OR SHAU. PRO\IIDE A COIIPI.EI'E SET OF 15 BUU.T
DRAWINGS lO 1HE OWNER AfTER COIlPLEI1ON Of THE .JOB.
12. MEANS AND MEIHOOS OF CONSTRUClION 1NCl..UDIHG. BUT
NOT UMITED lO. THE DESIGN AND PIACEIIENT Of fORMS
AND SHORING ARE THE RESPOHSIBIU1Y OF' THE CONI'RACIOR.
13. CONTRACIOR IS lO HAIlE ECS PRESENI' FOR CONCREIE
SAIIPLE Of THE SHELTER f'OUNDf<1ION.
E:XCAVAll0N/BACKRll AND COMPACTION'
1. NEXm. HAS CAUSED A. GEarECHNICM. EXPLORA11OH 10
BE PERFORMED AT lHE SITE BY:
ENGINEERING CONSULTING SEIMCE (ECS)
(847) 279-0386
REPORT "8:2718
COPIES OF THE REPORT ARE AVAllAIILE lO THE COH1'RICTOR
FOR REFERENCE ONLy. MOTHER THE OWNER NOR THE ENGINEER
CllWWI'IEE lHE ACCIJRIC( OR THE YALIDnY Of lHE DfoTA
CONfAlNED THEREIN. NOR DO THEY M.StJME /IH'( RESPONSIBIIJ1Y
FOR THE CONfRACIOR'S USE OF' IN1ERPREI'A1\OH Of THE DfoTA
CONTAINED THEREIN.
THE CON1RAC1'OR SHAU. fAIIIIJARIZE HIMSELf' WITH THE CONTENIS
OF THE /IIKNE REFERENCED REPORT PRIOR lO SUIIMITTAL OF
HIS BIDS.
2. THE CON1RACIDR SHAU. EXCAVATE ". BELOW GRADE AND
SPRAy WITH WEED CONTROL AND PlACE CLASS 2 AGGREGATE
BASE AND aEAN ROCK AROUND ENJ1RE FENCE MEA.
3. ENllINEERED FILL SHOULD CONSIST OF EIMRONMENTAU.Y aEAN
APPRCMJ) MATERIAL. fREE OF' LUMPS, FROZEN SOIL, lOPSOII.
OR aTHER DE1.ElERIOUS IIATERIAI..
4. AU. FILL IIATERW..S REQUIRING COMPACTION SHAU. BE PlACED
IN uns NOr EXCEEDING 9 INCHES AND COMPACTED lO A
MINIIIUM Of lIS PERCENT OF IlAXlMlAoI OR'( DENSITY 15
DE1ERIoIINED IN ACCORDANCE WITH AS1U D 1557 (1oIOOIF\ED
~F1LL IIATERW..S NOT REQUIRING COIIPACnoN SHAU.
BE IN uns NOT lO EXCEED 12',
5. CONTRACIOR SHAU. PRDYIDE ADEQUATE SHORING AND IIRACINO
FOR THE EXCAVA110H WORK IN ACCORDANCE WITH THE
N'P\JCA8LE SAF'EIY ORDINANCES.
8. LOOSE MATERIAL SHAU. BE RDICNED FROM IIOT1OM Of
EXCAVATION PRIOR lO CONCRETE PUCEIoIENT.
~
~
9. 1HE CON'TRAClOR SHAU. MAKE NECESSARY PRO\IIS1ONS
lO PROTECT EXISIlNCl IIIPRO\IDIENTS, PAVING, CURBS.
GALVANIZED SURfACES. ER:.. AND UPON COIlPLEI1ON
OF' WORK, REPAIR /IH'( DMWIE THAT OCCURRED IlURING
CONSTRUCllllN.
3-f5 CONI'. 1llP 1M) BOrTllII
t='3'.J~
3-15 CONI'. 1llP ot BOrTllII
T
;.,
I-III':
ICIfCICm III':
EJMI
SAHI
8. THE CONTRACTOR SHAU. VERIFY AU. D111DlS1ONS AND
CONDlT\ONS ON lHE SITE AND NlJ\1fY THE OWNER'S RE-
PRESENTAllYE OF /IH'( DISCREPANClES BEFORE STARrING
/IH'( WORK.
NO: lloQ[: ISSIE:
1 1012711IO SITE SKETCH
2 071021O'I ZONING
I
I~.r- 1'-S' I
0~~~~FOUNDATION DETAIL
RIYI5IllNS: lloQ[: III':
E:OUIPMENT ENCLOSURE FOUNDAll0N:
CEIlI1FICAl1ON:
CONCRETE AND STEEL RE:INFORCEME:NT
1. AU. CONCREI'E SHAU. BE NORMAL WEIGHT AND SHALL ACHIE'iE
A COMPRESSIVE SJRENGTH. f"c - 4000 PSI AT 7 MY$, UNUSS
NOTED 01'HERWISE. CEMENT SHALL CONf'OIIM lO ASTII C150
1'IPE U.
2. IlIX AND DElJYER CONCRETE IN ACCORDANCE WITH ASTII C94.
ALTERNATE NO. 2. COHTRACTOR SHALL SUBIIIT IIIX DESIGN lO
THE ENGINEER FOR REVIEW PRIOR 10 PIACEIlENT Of CONCREI'E.
3. I/AllIIAJM AGGREGATE SIZE SHAU. NOT EXCEED 3/4".
4. SUAlP OF' CONCREIE SHAU. BE 2" lO 5'.
5. ALl REINFORCINO S1m. SHAU. BE DEFORUED AND CONFORM lO
THE REQUIREMENIS OF AS1U AS15 GRADE 80.
'lo
I
;.,
Slm11llf:
GENERAL NOTES,
SHELTER FOUNDATION,
ICE BRIDGE roUNDTION
1. REfER 10 CML DRAWINGS FOR ORIENTATION OF' lHE FOUNDATIONS
2. FOOrINOS SHAU. BEAR ON YIRGIH SOIL OR COMPACTED FILL
IIATERIAI. CAPABlE Of SlJPPQRTING A IIINIIWM SOIL IIE:ARING
PRESSURE M. DE1ERMINED BY THE TES'I1NG AGENCY
r 1M. IINIIUII
@CE BRIDGE FOUNDATION DETAIL
NoTS.
CONTRAcroR TO CONTACrLU.P.P.8.
PRIOR TO CONSTRUcnON START
l-BDD-3B2-5544
---
1-800-428-52DO
.. ..... _ ,,-.
I~O~241
r- 8-1
I
I
PLAn: + SIWT 2lI<lO
BASE P'..\'l'C + _ Z 1I11lD
Illl..JIlI[ IIICLUIlE Mr
A1'tM:I1II!lIr. I4OUIllS,
I'1A'JRIIlIIS. En:. BEUl
VAIIIIY ~ PAIDA
:m..JJEIIA.
!!It=!t-
1lt:::L..-
~
sr.....
~
FlA'l!I
n'ir~
{_ IIIIllIII
11II - lIUQ"
. _ - 41.
IlIIill - 4LCCl'
r!fJ~
P.O. BOX lI697' FORT WORTH."lX 7812~&liJ7
PHONe: (800)433-181.. FAX; (817) ~10
~-i31'
....---2lI-Zllll1
It.... Date
fi!] ~~-n~~ I
=~5:::-' 1lEfWJW.D: . -~:!
TIES
or -6" IIIN LAP
srAGGER TIES 180'
r
[-
rr -6" rr-rt'
1,..12 IOJlll al ANIEL ........,,7 _ o,..B')
,.. oom 14-fT PlAlJ'QIlIt WISIIMCE EIt!NllRIlllS
13-2+ 8ll.llll (tal ANIEL II'otfo-t1lOl7 _
- 8lI.OO j4-fT l.l'. SB:IlJIlED IIlUIlI" CM1IIC
2S->> 'IO.llll }'2) NllD. __'7 SB:1llR o..oe'J
- 70JXJ HI' Ll'. ERlI& IolOUIIl' ~ llIWtC
37-48 8ll.llll 12) AIlIa llfI\oo8llllt7 sa:JllR- ('IF8')
- ..llll 4-fT Ll'. SB:llIID IIllM' .~ GMIIC
$lB' IIllUS AU. ftliIIltIl' _ "4' MlIlIE: .. l'\JIIE.
_ fEBllIB _ _ or fa.E.
m-tton
L.-...
DeflIGllon
(InaIlell)
~
DoofleclIDI'l
(Inches)
RotatiOII
(J:;:!1)
Rat.atJOn
d.;:l.)
3"1-
(3) 14 TIES . 3" I>-C
~1I4' X lit IIGIItD twr. . t.All IlIPS)
. 12) 2211.. KIIlIR IIlILlIIII 4I.GIllI" a.c. IIl1III111L t-lt'
lIIIl) I'IIl (WJllI\S ok 1BFlA1E PIRE . 1lII1'.)
41 fUIS
I.IHF1.CltlREl) BASE RFACl10NS
lQ4)IT - 1764 fl-kipa
SHEAR .. 24.3 kips
AXW.. - 23.2 kip&
E51'. SIWT .. BASE It vrr. .. 9.5 \dpI
(aua< WEIllHl)
0TOWER DETAIL
NOTES:
1) DESIGNED 10 CllNFllRII WIIH CURRDIT ANSI/EIA-222-F srMIWlD lIIIUZING SllII.
REPORT PRIMIlED B'l' ECS. L1D.
2) COHCREIE 5IRENGlII1O ElIlW. 3llllO PSI AT 28 lIA'IS.
~) --.cHLllRIDE, NllIHXlRROSNE CONCREIE SEI' ACCmRANT IIAY BE UIIJZED IN
COIII'I.WICE WIIH ASJ>>-C-4M 1'IPE C AND M:I-~18 .
4) IIo\1EIl REIlUCING HJIIIX1IJRE I/o\Y BE UIIJZED IN CllIIPIJNICE WIIH ASIII-C-4lM .
5) .u ~ SHllUUl BE IlISPBlSED IN1D FllESIl CONCRETE AND sumcem.y
IIDlED. .u AIlIIIll1URD IIUSI' BE MlIJO) SEPMAlELY.
8) -.. CONCREIE ClMIl or 3" ON .u srm.
7) CRlJIN 1lI' or PIER RlR IlIlHNo\GE AND CIWlFEIl .u EXPOSED CllIlCREIE EDGES I" .
N'PROllIIA1E CONCREIE REQ'D. - 28Jl1l...
N'PROllIIA1E _ REII'D PER CMSSON - 1St or "ll 'IER1S. (GIWlE 60)
nu or 14 TIES (GIWlE 80)
DESIGN lllM>S AT 1bP IF PIER:
SIlfNl - 24.3 ICIPS
'IERlICoII. - 23.2 ICIPS
~ - 1,784 n-IOPS
SITE -. VIIIIIILAIlD
N.Ts.
0TOWER FOUNDATION DETAIL
IUS.
NJIZTII-
COMMUNICATIONS. INC.
COMMERCE CROSSING. SUITE 1
INDIANAPOlIS, IN 46240
1UEPHONE: (317) 815-8446
F'ACSIIolILE: (317) 815-8404
.
MAGTECH
SERVICES INC
t7tO ....... ..
..... -.. .....
(111) ........ (1:,8)..........
....... - ...... - .... - ..
_..tNI_...lbo~'"
:m:" -: ::- :Slllla- ...:M:.::
",,:"5"-~"""-
_be l"l"'~""':::'~_lor
~ '" iiiiiiBii =::\rille. 1110_
::r.~~ .:.: =:'"tio"=-
WOODLAND
SITE NO: IN-2572
1776 E.116TH STREET
CARMEL, IN
46032
APPROVAlS
PROJECT MANAGER: _ DATE:_
NEXla: DATE:_
1_1Jf:
IClIEl:IlEDIJf:
EJMI
SAHI
ICl: lWE: lSSI2
1 10127100 SITESKETCH
2 07lO2101 ZONING
RE\1SIONS; lWE: IJf:
CEIlIFI:A1IllIt
ERTIFIED BY OTHERS
EE DETAILS FOR
ERTIFlCATlON
SIIII' 1Il1!:
TOWER DETAIL
TOWER FOUNDATION
DETAIL
I~O~241
I"" - S- 2
NOTE:
~8ni~RRGNED FOR
TOP OF' I }r.J;!PNG ROO
EL co 95 -0 AGL
TOP OF' IltEWl ANTFNNA.C::
EL co 92 -0 AGl
CFNTF'R ~ OF' N~ ANTFNN"'C::
EL ... 90 -0. AGL
..J
l::J
<
.
C>
I
o
(J\
~A
.DS
0TOWERELEVATION
SCAlE: l/t.,,'-4
~
~M1T SHELTER
~TM
9 COAXIAL CABLES
FINISH GRADE
~E BRIDGE ELEVATION
. 3~",'-4
G.c. 10 REFER 10 1HE LATEST ANTENNA
WORK SHEEr PROVIDED BY NEXTa
COMIIUNlCA1IONS PRIOR 10 BIDDING
AND CONSIRUCIlOH.
_': ,. h '_'.,., ","~>. ',- ;:.''-\:'''' ',::'~':.::', \i;,~-:.~_~..ti;.;.<2\l~ ..:..':.:..", "'1.:.,;", '., ".i':;.c.~'.'..^.J.:,~,,~. \,",:,'.";,,\,~V,, '~,;:.'.', \,::_..;..::"-;.'.\:.:'~,,.'..\':,.,~ ,\-~.: ';":)'.;"~\; '.b ';'~,::\'.~'-:~,::.. ,\'>.::,::'::' 1:;;;,),:<0.>')..~\\~;',:':-''''''.~><~\\~\,'>.~\~''-:~b}j:i;~\;,:.;t~\i1~\';\,\o;~'~\'.i;~:;':'\0~<j\~,\\,\~:;~':,\{i~":' ~'0i~ ~~:i~,l;0:):' -,:,,:,\,','i
CONTRACTOR IS RESPONSIBLE FOR 1HE F'OUDWING WORK:
I. ___ftLBE RIllI'lIIlSII.EIllIl'DIESB:lIlIl'f
Of 'DIE SItE _ 1ItE _ Of 1HE __ EIlUPIlEIlT II
lIE SHEllER UNIII. 1HE SItE IS ,_ ClIIIPI.EIE. _ liHML
_ AlL _ _ IllR 1HE 1IEI'I.GIIEIlI'1IU Of
lIE __ _ UP 10 -.aoo.
2. __ _ liHML _1HE _ BUSS 11M
11I1HE__
:l.1HE - ;r: - BUS rmliHML BE
lIllUIIlDI 1lIE__
_ liHML A CMIIElD 10 _
=- ~1HE"::-~\sso::. ~'=--: 'DIE
__A_II1HE_.u.
IW/l.l 11II liHML NIlI" CCIIIE II _ WIIH "", __
~c:c.~~=':-aB;:".u.
__ AS S1llIED -.
4. 1HE IIlIEIIIIl _ HIIIO liHML BE cur 11I11C
IIICIlIllIII OF 1HE _ GIllIE I'IAIL EACH f1I 'DIE 1WO
INlSliHMLIMAPIEl:E__IMA2
HllI.E Wll AIWHD WIIH II'AT _ _ lIE
_ 111 lIE SIEII f1I 'DIE LUll. EACH f1I 'DIE
INlS 10 BE AIWHD 10 1HE _ 11I1HE SFU:IfD
__PO__
5. IOIEL SUPPI.D AlL GPS __ a.c:. 10
SII'PLY IllllIlIS.
I. _ SIIEUER liHML BE SII'R.ID Ill' NEXIEL
7. __-"BERIllI'lIIlSII.EfllIlClfF~
SHEllER _ _ _ _ SHEllER ell _
I. _ _ liHML _ SHEllER 10 _ WIIH
4 SlED. ~ SII'R.ID Ill' CXlIlIIIM:IIII. ~ liHML BE PIRED
__Ill' IIEIlIlIlS _Ill' 1HE SHEllER ~
__liHML__1ItEllIIEAlLSlED.1lIIM:IlEIS
~ SB:UIIED 10 1lIE SHEllER IllR ClfF__ _
8. -. _ -.. _ _ IIIIfI' SUPPlIED WIIH 'DIE
SIEI.lDll1lllE _ _ e111HE SIIEIJPI. _
-.. AlSO tar 11II _ 1IlE IIIIfI' IS ell 111 _ CIIIY.
II. -. _ liHML _ AlL c:IlII'lIIIEIII IF 'DIE SItE
CCIIP\ElICII IlIT SII'R.ID WIIH 1IE _ CRill' _
II. __ _liHML IM1lE SItE CIDIIED Ill' A _
~ SEJMCE. 1HE fUlCll liHML BE _ WIllI .. _ IIllll
_ AlL _ liHML BE _ IlllIII NIl BE FllEE OF -.
ausr. _ -. _ 110 ___ 5W1. 1IlE CUlIIIIC
_ _"", _ f1I _ IllD 'DIE SIIEIJPI.
12. -. _ liHML BE -..: IllR _ SlED.
f:IIIDI'(I1I111ELllCAlIlIII_Il1HE-.
1:I._.-RCII_IIIIfI'_~IlIlI1ERl'WDS
1OlIEllIlI1ERl'.__
14. 'DIE _ GIllIE _ PUl1ES (DrIDIICR NIl
_11llolll'ME _ LClCISE WIIH 1lE 5HE11III
~BE~I1I~~HDU)
PUIIE N111HE SHEllER liHML BE S&UD lI\1EIlIIlHL
PRllPEIl _ ME 10 BE USBl II _ 1HE
PIA1ES 10 1HE IlM.L
15. AlL c:IlII'lIIIEIII f1I1IlE SItE CCIIPlEIIIlIIIlIT ftL BE
SUI'PI.ED .1HE SHB:IIIl ~ _ _
LClCISE WIIH 1IlE SIIEIJPI. AlL IIDIS 10 BE IIllUIllED
11I1lE _ I.OClUDlS IS 10 NIlI" IllERfEIlE
WIIH 1HE _ CRAaZSS10 1IE _.
Ie. QOIU .- IlSDI1A1IIIII IS 10 BE _ Ill'
0BEIl NIl IN5IllWD Ill' SHELlIR ~
IIII.DS __
17. AlL QOIU .- IS 10 BE r-r ~1/~ _
IHiIlEII f\llCll. UIILESS _-.
II. _ C8E .- ell ell _ f1I AlL SPUCES.
'lEES 11II lIIIU. CIltNI:IDIS WIIH ,. CIIEEII _
__lML_r_MWS).
18. _ $WI _ ell NUr SIlE IF C8E .-
WIIH _ CR_
211. IllR _ IF SIIEUEIl SII 5HID [-I NIl [-4
___IIl'_
21.1HE_IF____
1IIEIR LOCRDIS liHML BE _ Ill' _ ..-
10 _'IllS _10 'DIE SHEllER
__IllR_
22. AlL _ (lNTEIICR) E1EI:lRICM. _
~ CWlIIII/, ..- S'ISl!II, EIC. PO
SllEL1ER ~ CR AS _ 1Il'-'
2:1. __ liHML BE .-m I FEEl' (I'~ CR ...
_ "", PRllPEIlIY \JNE CR __ 1M LN: _
If_"",___
24. __ NIlI" _ IllR IIlSUWIIDlIN
IEIM FLOCID _ -.
:Ill. IIISIIIIL .-R PUIIE _ ......... NIl CMIUC AS
A _ $PI. CR _ _ GUIlE IIISWlAIIlIL
CUSIllIER ftL _ ell A PO SItE -.
---
N
o-t
~~~~ER~~
b'dUNTm TO ANTENNA
BRACKET BY G.C.
">
~
tJ
1;fJ'
II
180"
SECTOR 2
~
0ANTENNA LAYOUT
SCAlE: No rs
NErI&
COMMUNICA1lONS. INC.
COUIIERCE CROSSING. SUITE 1
INDIANAPOLIS, IN 46240
lELEPHONE: (31?) 81lH1448
f'ACSIIIU.E: (317) 815-8404
.
MAGTECH
SERVICES INC
1718""" _
.... ..... II .....
CI'II) ......... (218) 4II-aCII 1M
--.1docIl. .... t': .... .-..
i:...~.=_~"
far ... on tlIII ....... ~~
!>J'="'-~=:=far
::t.:':.t~IMifmI= -:..:_
='.~~ ~% =-......=-'
WOODLAND
SITE NO: IN.2572
1776 E.116TH STREET
CARMEL, IN
46032
APPROVALS
POOJECf IIANAGER: _ DATE:_
NEXTEL: DATE:_
1_.:
lamcmlll':
EJMI
SAHI
NO:
1
2
!WE: ISSUE:
10127/00 SITE SKETCH
071021ll1 ZONING
RE.'ASIONS: !WE:
Ill':
CElIIITAIlOIt
SIEEllllli:
SITE ELEVATION
COAX SCHEDULE,
NOTE
1~0~241
r- A-I
\
\s
,
\
\
\
\
\
\
\
\
\
\
\
\
\
o~\
0:
0:
o
--l---
10
L__
~~~
at
HEAD
1.NJ.IlEIMS__IN-._ _
------
_ DUE 10 SIll SPB:n: _
2.NJ.~__1lI'f1F__
SIMU. BE _10 A _ _ f1F I'-r
_ FINISH -. EUIlIIIC lIEIIR __ _
;I. NJ. __ ClIIlIlUCIlIRll SHML BE 12 &ClUD _-.
4.~~==-~~~~_
_.
II.NCIIIfY __F___
DImClJL1ES IIISDLIJIIlI __ S'ISlEIlIlUt:
1OSIII__
1I.__SHMLBEm._
0Il_ EIlUAI. ___
7. NJ. _ __ COIIII!ClClIlI _ 10 BE __
_ _ __ SIMU. BE EIIHEIl ~ OR ~
IS_OIl_
S. NJ. __ INSfoOWlIIIlN IS 10 BE IN --.cz _ 1HE
~___1Ir
.. __ _ 10 BE INSIIIUSl A __ OF r..q _ SIIEUER OIl
-
1o.CIlIl_ FID _
~~~-=~~-rx-
,-
'.WITH" . roWER" GROUND BAR -
AREx,IN ". SEE" DEfAJ~ 41(- " ."
. 7 . " .. . .
'~~..:'~_L~~.~:-"
'.
".
"'.
I
I
,
o
GROUNDING GENERAL NOTES
GROUNDING PLAN (D
SCAlI: 1/4'=1'~
SYMBOl
GROUNDING LEGEND
DESCRIPTION
;c
~
~
otr . 10'-0" _ ... __ SIIII.
~ _ RIID
_....__IILL
_1BAl(~
u.='~C::-
--
--
--
.--... IUCDIC
.--... 'IDDItllIE
-8-
CONTRAcroR. TO CONTACT LU.P .P.S.
PRIOR. TO CONSTlWCI10N START
1-800-382-5544
---
1-800-428-5200
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ElECTRICAl. - GENERAL NarES:
1HE GENEROI. IICJIES _ __ __10
_ lItE _ _ IIlSWUIDllIIIrf 1HE EUCnlIl:o\L
~ '" NJ. IMCII, IM1IIIIOIS, _ _
REllUIRED 10 _ _ am-. _ CllIRDE IN
~SIMU.-'::"'~::'~,f'E1HE~
10 _~___f1FA
===~'= ~WIIIlA
__ ___10_
---_.
2. _~__OFlIII_
_ (lMRHDII OIl -.e) NIl NJ. _
_ _ _ _rrAS_-.tOIl
REllUIRED OIl ~
;I. ___f1F____
_ LIlCM. _ SUMC:I.
4. All.R _ (4') ~ _ SIMU. BE
- SCItIIllU: f4II. _ _ _
II. ~FlllJ..lM SIMU. BE urr IN _ (PC) _
II. _ __ SIMU. ____
SEIMCE _ COIIlUI:IClIlS. ___
__ ____10_
_ __ _ _ BUI.IlIC.
CONTRACTOR UAJllUTY
I. _ __ SIWL _ INIE _ __
__ NJ. __ ~ IICIIlSD, -.....
___f1FNJ.PUS.
2. _ ~ SIWL BE IN _ _ NJ.
-.eMU _ soar. I.IlOM. _ IlIIIDW.. NJ._
DI'SIOH. PERRIIIMNCE --,IUUlII... EHODS aF
_ f1F NJ. IIDIS _ _ SIMU. BE IN
_ _ _ IImIr ISSUE or __
-.eMU: _ ~.ooae or _ _
---
lIED _ EUIlIIIC _
_ _ ---
DE INSIIMI II' am-. _ ~
-
__SOClEI'I"__
IIA1-.&
_ _am-._
--
IL__.IIC.
ElECTRICAl. - GROUNDING ROD SYSTEM
I. NJ. __ _ CDMllID8 SIMU. BE lIISllUED _
COIMElDS _ SIMU. _ NJ. __ 10 __
RllDS, SPUCES, _ _ ~ SUIlIlE PlIIIIEIlIIClIl
S'ISlEIlIIS_OIl_~ NJ.__
IIA1-.& USED SIMU. BE "ClDIIEUI" NIl INSW.IID IS
PER_ ~__~
----
2. ClIlOUNII _ SHOlL BE IISDWIl WRDCMLV It _
ElCISIIlII -..- __10' OIl -.
-~-
;I. __ _ __ __ SIMU. BE _ COPPER, 12
-.SIUl _ __IM~WIIIl
... WDI . A _ DIPIH fir 4Z INCHD. NJ.
_ ... SIMU. _ _ IDS 1HIII A-"
-.or__(8').
4. __lM.u.__.__
POSIS__IISPER NElCIEI.-.
==.m~~&s:':~~
_____1S_1llll1HlE
EXlIRIClIl __ _ _ PClSlS SIMU. .- A
SIIllINIlEII__1O___
,.., NJ. -.- ME 10 BE ____
----.
II.
_ 10 __ -.1HE 1IIImIICM.__
SIMU. __ 10 _ LIlCM. UILnY -.wr'S
__ _ SHIIU.llEf _ _ _ SOlIE'.
__ _H1SBIl.1O__tlll:H
UIIlIY -. CClS1S 1IlEY _ --. _ SIWL
BE IIOCI.llIlED II .. lID _ CllIIIRCr.
ElECTRICAL WIRING AND RACEWAYS
I. NJ._II'NJ._IlUSI".~IN-.r.
___0Il_1Ir1HlE
EJ..B:lRIOM._
2. NJ. _ SHM.l. _ COPPER 1'IPE _ _ IN
_1IIII_(NEI:)_am-.CClIlE
OIlAS_OIl~
;I. _ SII!U. BE SI!EL _ _ 5IZt: lIS
_ _IN _II1II_ (NEI:)_
EIDlIIlICH. CClIlE _ _ _ OIl ~
NJ. _ SIMU. BE _ _10 ~
4. oIUIIClIllN IIlIlES llR PIlL IIlIlES SIW.L IIEEf (ILEA:.)
_am-.CClIlE__AS_
_~or___
II. lItE___~SlMU.BE
__v _ ~ IN__
_ MIIClI 2lIO or _ (NEI:) _ ElBmlICM.
CClIlElI.
II. _ _ SII!U. BE _ 1HIll" NJ. SllIIE_
LIlCM. _ SIW.L N'IV 10 1IIS 1IISIlIWlIIlIN_
_BE_11I.
GENERAL NOTES
_ 10 _ __ or -. _ ElBmlICM.
__ SIW.L _ NJ. IlEIMS _ -.us OIl
lIIt___ _ IIr lIIt_
__or____
--------
_~_FClIlSl:Ml'.___
1lOOR-.____
_ERl._ _ -. CllIIFUClS,ERl.
1O____BIl.
_ _ _1HE ____SIMU.
___IIlIIClIl_1IISCClIlIIIIll
lXINIIllILS. ERl. _IU. _ _ IIr CIIIEIlS (FBO).
NJ. _ lIIIIPIIEIl\' SHIIU. BE IIlSDWD _
CUftEIm' _ IIr _ ElBmlICM. __ IN
__ IIIlIf -...:nJRER'S _ __lIS
-..m _ A ~ __ ~ !LEl:IRICM.
CCICIRIlC'Ial SMIlLI. WIIFY MID COClIIDIIIOE .........IUlDIII,i;I
't:~..:n~1O_fIr
ELECTRICAl ABBREVIATIONS
_ lIITGlEII10 a&.
C __
CIW CLCIIE 10 a&.
CBO ~ _ CXlIAIlI'
Ell8 ___....
EIlR __~
F80 FIRBlEDIrf_
IlfI _FMlLT_
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KW _
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--
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_ __1US1IMl
_ _ IUCIIlIl CClIlE
PB PIlL _
PH -(II)
_ PIOHIL
_ __mm-.r
SW __
m: ___
v 1lIlUS
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.. --
..-
COMIIUNlCAnoNS, INC.
COMIIERCE CROSSING. SUITE 1
INDWIAPOUS. IN 48240
TELEPHONE: (317) 815-8448
FACSIMIlE: (il7) 8115-8404
.
MAGTECH
SERVICES INC
ma___
fDIII' ..... II .......
1110)_. (2'1)__
1110 --.Idoao, ..... _ ... _ ..
-..._........._of
~ ~ ::-.:1..--::=
of u:-S~ Idoao,..... -= .:r"-_
- be l\~ l":.t~.. ~- hr
:.r.==.. of iiC1iDi _ IIlo. 1110 0-
=.1~~.%=-tioftr~-'
WOODLAND
SITE NO: IN-2572
1776 E.116TH STREET
CARMEL, IN
46032
APPROVAlS
PROJECT IlAHAGER: _ MTE:_
NEXlEl: DATE:_
I_III':
ICIEaCEIlIII':
EJMI
SAM I
.. 1ISI8 OIl _ __ IIlSWUIDllII SHIIU. BE
_1N__IIIlllEL__
_ 10 ..... II" SIW.L _ EllI:EED _ or
5_
GROUND RESISTANCE TEST
-__SlMU.BE_IIrA_
_Irf__
INlIIt~_
_ _ SIW.L BE _ rACIl CRllUND _ IIlSDWD .
__ CClIlN!RS, BUf _ CONND:IED 10 _ _
... ClHI!Cr Dal f1F _ _ (4) _ IIllIlS 1llGEIHEIl
=.a- A S'ISlEIl 1ISI"..vmt Dal... IS -..M1.Y
F _ __ _ 1ISlS IN IllIDIl or 211 CHS ... -.
_ _ __ _ -... _ 0Il--'
f8ll IIEI'llISEIlWNE gQJl.D 8E _ SO 1llIlr".
_ _ _ BE &Er 10 A IlIEPEIl DEPIH UIllI. 1HlY _
A __ Il\oU orl0_ _ __
--
-
:t-V-=~~=-X
\IUD lJIHIIlIISE N01EII. OIl AS
_ It'( _ FIE1lI EIIIIIEER.
1rIit.~~
ClNlUIr II FAS1ENEIl5. _ _ Dl1IRE
-----
f!Q ~~
~_~~FIIf~
~'NiOR~~
NMIIIST Nrt ~
GROUND GENERAL NOTES
I. NJ. -.0 ClIIIIII:IIllNS OIl COUiIlHIZED SUIFllCIS
SlWLBE__V____
~------(ClIl
2. NJ. __ _ __ _ CCIIIIEC\DlS
WlLLMlEID____1O
~
;I. _ __ SISIEM SHOlL BE 1ISI!D lIS _ IN
_ __1ESl'
4. NJ.1lEIMS__IN_.__
__ IISDWllIOIl _ CClIlSIIIUCIIll _ _
IlUE 10 _ -.c SIII __
II. NJ.___1lI'tIF__
SlMU.IIE_1OA__tlF42"_
FIISH -. EUIlIIIC IlEIER _ EXa.UIIEIl.
II. NJ. __ ~ SIMU. BE 12 &ClUD _
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7. __SlMU.BEm._OIl_
EllUOL.
.. NJ. __ IIlSWUIDllIIIS 10 BE IN __
_MlIIaaAIIllI-.ctlI't108E_Irf_
.. __ME1OBE_A_orr..qF-*
SHELJER __
unUTIES GENERAL NOTES
~UlIJl'/_lIF___/1M1IIIIlLS___CIl
___lILY._Irf1lEUlIJl'/__
All[RII_....Cll.Y.
2. _ SIIML _IE'" UlIJl'/ _ RII_ _ EXM:I"
_/1IA1IIIIlLS __ __1lIUllJl'/__
lUllS _ __lILY. _lIW.L _ _IIISUIL
All. _N1. -'~____lIF
ClIIlIIT IF IQIIlED}, _ PM. _ FlU _
_ _ PAY All.1/IIIIY_ lID __All.
__SllIFElIF-.
3. U1IlIY_
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-
---(317)-
1ILIBIIIII.
-
S1l'C _ - (317) ___
NO:
1
2
!WE:
10127/00
07/02/01
ISSIJ[:
Sm: SKETCH
ZONING
RDISIllHS; !WE: 1Ir:
cumn:A1IOIt
SIm mu::
GROUNDING PLAN
AND NOTES
I~~
020-0241
r- E-l
3 TON AC
UNIT
lJ!ii!i!)
3 TON AC
UNIT
. .. - ,...-~,,,-,._.- ,
20"-8"
20'-0"
rSERVlCE ENTRANCE
YGENERATOR RECEPTACLE
~ I ,\4" PVC TELCO ENTRY
n 5 16"
60"
ELEVA TlON A
92"
t.. :~~_W~POm
f OF W/G
L--- 1/2"
I PEN.
ELEVA TION C
PULL HANDLE
DEAD BOLT
T LATCH HOOK
T-LATCH
KEEPER
ELEVA TlON B
12 HOLE WAVE GUIDE PORT
1/4" X 4. X 20. GROUND BAR
f OF W/G
r-~
3 TON AC UNIT
11" 8"
/1"-0"
l&El
3 TON AC
UNIT
Q-
GUIDE PORT
30A AlC
DISCONNECT
JJ121E;
INSTAU.. 3/4. CAP ON
WHEN DISCONNECT IS
NOT INSTALLED.
~GFCI
. RECEPTACLE
f OF W/G
L--- 1/2"
I PEN.
ELEVA TION D
c
D
20"
EXTERIOR SHaTER SURFACE:
SHELTER SURFACE IS OF W-ASHED
PEBBLES OF BROWN/TAN COLOR.
~I~~MITS: 0.39 FOOT CANDLE
1YPE AND SIZE OF FlXlURE: KENALL 3636. 10ClWA1T INCANIlESCENT BUlB
.
..
1
.
~
3 TON AC UNIT
.II/11Q:
I. EPS _ __ IS USlm JD HlK A ~
OF 26 OR lESS Nil) SIIOKE __ OF _ OR lESS
fIfTH A _ 7IICKNESS OF 2 /ItCHES AT IPCF DENSI1Y.
PIltllSlX:YAMlllillC FDNI __ HAS BEEN lIS7m JD A
_ 7IICKNESS OF .J INCHES AT I.fII'CF DENSITY Nil) HAS
A FlAIIESAiFAD OF 25 Nil) A SIIOKE PRtJDUCE1J OF ~
2. INtERIOR PNIDJNI; IS USrrD JD HI~ A RMeI'RE"AD
OF ZOO OR lESS.
.1 THIS!lHELfER IS ClAS5FD AS ,. _ a 7lflE' 1'1
CCNSTRlJC1IDN '="'" IIIlC: ,. _ a 7lflE' If IJNI'
CCNSTRlJC1IDN I ""' SllC Nil) IS " Cl1III'UANt% fIfTH 191J8/
,,,,,, lIIlIO 19IJ8/IW1 SIIC MiD IfIfI.J NB:. COIIPUES fIfTH 1m
8IlCA ""'_ /IUILDINf; CDDE Nfl! ,_ 8IlCA _ COOl!:.
4. " CCII/IlUWCE fIfTH NEW ~ SllI1E' UNIFORII F1I1E 1'fIDf1tIDI
Nil) BUIIJJINf1 CDDE ,_ E1Jf1/DN AS M/DiDD) _ ,_
5lI1'AEJIENTS. N.SD" COII1'I.WtcE """ aB:IlIltllL CODE OF
1HE arI OF NEW ~ - 1-'
5. _ CRIID/IA:
ROOF UK U1N1 - /ilL
ROOF -. _ U1N1 - RFfJI.
IIIIIJ. -. _ U1N1 - IFIlI.
n.- -. _ U1N1 - FFr1L
__-IW
_ U1N1 _ -fIUI
_U1N1_-1I1.11
_ 2lINf - SZ
lit I1UUJ/Nf1 IlIU. BE I'lN:ED ON A SlAB OR __ I1f1II
FtJlJNtJKI1tJII BY Gte.
7. !IHEL7ER F'c" - _ PSI . 2B /MIS
lit ~ NftJNICES Pm II!'A Sl'faFlCA71OIIS. REFER JD
f1EJI lIST FOR II!'A _ -.
3 TON AC UNIT
.
~
.I
0>
DOOR
.
""
1/4"
J_
IN$IJUo1OR
COPPER GROUNO BAR ~'~
20'-0.
240"
I
OPTIONAl
WAVEGUIDE PORT
OPTIONAL
WAVEGUIDE PORT
OPTIONAL
WAVEGUIDE PORT
INTERIOR 1/4"X4"X20"
GROUND BAR
12 HOLE
WAVEGUIDE PORT
~!P~20.
G"ROUND BAR
3/4"X4"X4" TELCO BOARD
66 BLOCK
200A FUSIBLE DISCONNECT
200A MANUAL TRANSFER
FLOOR PLAN
IIEI1a
COIotllUNJCAllONS, INC.
o COIotllERCE CROSSING, S1111E 1
INDIANAPOlJS, IN 48240
'lEUPlfONt: (317) 815-6448
f"ACSIIlILE: (317) 815-6404
.
MAGTECH
SERVICES INC
1718 ....... __
faIII" ...... .....
C*1t) ......... (1,1)..........
COIIClIlilt._4I!9IIo___.
_ootllls_...Illa__f11
~m ,:.,:<11/1II--==
f111lit__iIooigIIo,-==-_
.."".....'" CIl9 _ am......,.....,..
:It..'":J''.liitat=... ~i='_
=-.1~~ ':':::1'"111Io ~
WOODLAND
SITE NO: IN.2572
1776 E. 116TH STREET
CARMEL, IN
46032
APPROVALS
PROJECT lIANAGER: _ DATE:_
N[)(1Fl. DATE:_
I_1m
IClIECICED 1m
EJMI
SAM I
NIl: IloQ[: ISSUE:
1 10127/l1O SITC SKETCH
2 071l121l11 ZONING
RD1SIlIIS: IloQ[: BY:
CERIlF&UIOII:
,
<::>,
I
;"''''5
--
Slm1llLE:
SHELTER ELEVATIONS
IPRnECT MO.'
020..0241
I'm... E- 2
2lI IN IlRIWNG IlOI.ES INIO CONCRETE IlHElHER FOR FAS1ENING OR ANCIlORING P111lPOSES, IIEII&
OR PENE1RAllONS 1HROUGH THE FLOOR FOR CONDUIT RUNS,II PIPE RUNS, EIC., If
IIII5T BE a.rARLY UNIlERSTOOD 1HAT 1DlDONS /tMD/OR REJNFalCING SIm. llIU. NOT
BE IlRIU.fD INTO, aJT OR IlAIIAGED UNDER NIt aRCUIISTANCES.
21 lOCA1ION OF 1ENDONS ~OR REINRlRCING SIm. ARE NOT DEFNlB.Y ICNlMIl AND lHEREFalE CDUlllINICAlIONS, INC.
IIII5T BE S[ARCHED FOR APPRllPRIAlE IIE1HOOS /tMD EQ\lIPIIENT VIA X-RAY OR 0lHlR CllUUERCE CROSSING, SUITE 1
DE\'ICES 1HAT CAN ~Y LOOOE THE REINFllRCING fIMlJ/OR SIm. 1ENIlONS. INIlIAIlAPOl,JS IN 46240
1ELD'HONE: ~31n 8111-8446
22 PENETRA1IONS IN RIlE RA1ED WALLS SHAU. BE RIlE SJ'OPPEI) IN ACCORIWlCE WIIH FACSlKII.E: ( 17) 815-lI404
SECIION NO. G)5 AND NO. Gl4 OF THE u.B.C.
26 WIRE /tMD CftIllI CONDUCTORS SHAU. BE COPPER '12 IIIG IIINIIIUM UNUSS
SPEaFICAI.I.Y NOIED 0IHERlIISE ON IlRAIINGS. "
r1 GROUNDING CONDUCTORS SHAU. BE SOUD TINNED COPPER AND ANNfAI.Bl f2.
28 GROUND RllOS SHAU. BE COPPER CUD S1EB.. 5/8" ROUND AND 10' lONG. COPPERllEI.D
OR APPRO\/ED BlUAL
29 IIEIER SOCICET AIIPERES, YlllTAGE. NlIIIIIER OF I'tWlES SIW1. BE IS NOIED ON THE
DRAWINGS. IlANUFACIURED BY SQUARE 0 CllMI'Nlt DR APPRO\/ED BlUAL
30 AU. IIA1ERIALS SIW1. BE ILL lJSlEI). MAGTECH
31 COHDUIT: SERVICES INC
a. RIGID CONDUIT SIW1. BE U.L IAIlB. GALYMIZED ZINC CXIIOED IIIH ZINC INIERIDR AND SIW1. ma..... ...
BE USED WHEN INSfAU.ED IN OR UNDfR CDNCREIE SlABSJII CONrACT IIIH THE FNmI, .... -.. ..--
lIIIlER PIIIIJC RlWlWAYS, ... IIASllNRl' WAllS DR EllFQSED ON 8UIl.DING EXIERIOR. RIGID __.011)__
CONDUIT IN COIfTICI' IIIH rARIH SHAU. BE 1/2 IN'PED MlAPPED IIIH IIUNIS lIRAP
PROCESS NO. J. ll:.:,..Jw.=~e~::
b. El.EClRIl:AL IIETAWC 1UBlNG SHAll. 1M U.L lABEL FIT1lNGS SHAll. BE
GINlD RING COMPRESSIOH M'[. EIIT SHAll. BE USED ONLY FOR INIERIDR RUNS. =- -:::- ~IID-""...:r=
.. .""'S' - =n:-"'-
e. FLEX8.E IlETAI.IJC CDNDUIT SIW1. HAVE U.L USIED IAIlB. /tMD IIAY BE USED _110 "''''''_ ar~1ar
WHERE PERI/Il1ED BY CODE. FIT1lNGS SIW1. BE . JNCE" OR "SlIUEEZE" nPE, ~ ~iiiimI~Gt.~'li::-
SFIt. 1DfI' FI.EXIIIlE CONDUIT. AU. CDNDUIT IN EXass OF SIX FEET IN ::.::.~""t".:.: rllD ~
I.ENGIH SHAll. HAVE FIlU. SIZE GROUND WIRE.
cL CONDUIT IUlS IIAY BE SURFACE IIDUNIED IN CEIlINGS DR WALl.S UNUSS WOODLAND
INDICAtED 0lHERWISE. CONDUIT INIICA1ED SIW1. RUH IWW1S. DR AT RIlHT
ANGlES lO CEJUNG, FLOOR OR 8EAIIS. \'ERIFY EXACt' RllUllNG OF AU. EllFQSED SITE NO: IN-2572
CONDUIT WItH ARCHIlECI' PRIOR lO INSfAU.JNG.
.. AU. UNIlERGROOND. CDNDUIT SIW1. BE N: SCIIEDUlE 40 (\JNUSS NOIED 1776 E. 116TH STREET
0IllERIISE) AT A IIINIIIUII DEPDI OF 24' BELOW GRADE. CARMEL, IN
32 AU. El.EClRIl:AL ElIUIPMEMI' SHAll. BE LAIIElfD IIIH PERIIANENT ENGRA\'ED PIASIIC IAIIELS. 46032
JJ COORIllNA1E THE El.EClRIl:AL SEJMCE WIIH THE UlUJlY COMPANY.
J4 GROUNIlING S'/SlDI RESISTANCE SIW1. NOT EXCEED 5 CHIS. IF THE RESlSl'ANCE
VAUJE IS EXCEEDED. NOIIFY THE CMNER FOR RJRlHER INSlRUCIIDN ON IIEIHODS FOR ;. I
REIlUClNG THE RESISTANCE VALlIE. SUllIIIf 1m REI'ORIS /tMD FURIlISIIlO SIIARI' SIIR APPRWALS
ONE COIIPI.EIE SET Of PRINlS SHOWING "INSTAWD 1lllRK".
35 UI'OIl COIIPlEllON OF IORIC, CONDUCT lXlNIINURY, SIIORI' aRCUIT, /tMD FAU. P01ENTAII. PROJECT IIANAGER:_ D'iTE:_
GROUNDING 1ESlS FOR APPIO/AL SUllIIIf 1m REI'ORIS 10 PROJECT IIAIWlEIl NfXTFI . ~'TE:-
aEAN PREIIISES OF AlL DEIlRES RESUI.1IIIG FROII WOIlIC AND lEA'JE WOIlIC IN
A COIIPI.EIE AND UNDAIINlED CCltIIllIION.
J6 COIlllW:IOR 10 CDORIlINA1E IIIH UlUJlY CllIIPANY FOR CONNB:IIllN OF 1EIIPOItMY 1_Br: EJIII
/tMD PERIIANENf POlIER 10 THE SIIE. THE 1EIIPOItMY POWER /tMD AlL HOOKUP COSIS
10 BE PAID BY COHIRIiCIllR. IQGI(!I) Br: SAM I
GENERAL ELECTRICAL NOTES
P1AlE 3/11" . I" . 1'-2 1/2" GALVANIZED
BENT srm P\A1E WIlH PRE-PUNDt
FOR ANTENM IIOUHIING BOLlS
SU8IIIITAL Of BID INOI:AlES CDNlRAClllR IS COGNIlANT OF AlL JOB SllE
CONDIIIDNS AND lIORK 10 BE PERFalIIED UNDER 1HIS CONlRACI'.
2 COHIRACRlR SIW1. PERFllRII AlL \9lIFICA1DI llIlSERVA1IllN 1ESIS, AND EllAIIJNA1IllN
WOIlIC PRIOR 10 THE ORDERING CI' THE EI!I:lIlDl EIlUIPIIENI' AND THE AClIIAL
CONSIRUCIION. CllNIRACIllR SHAU. ISSUE A WRITlEN NlJIICE OF AU. FINDINGS 10
THE ARCHrrECT USIING AU. M1IINCI1llNS. FAUllY EQ\lIPIIENT /tMD IlISCREPANCIES.
3 HEJGIlIS SIlAI.L BE \'ERlFIED IIIH DINER PRIOR 10 INSrAUA1IllN.
4 1HESE PlANS ARE IMGRMIIIA1IC CltILy, FllU..OIIS a.osEl.Y IS POSSIIIIE.
5 FACH CONIIUCIOR OF MRY S'tSIEII SIW1. BE PERIIANENIlY TAGGED IN FACH
PANE1IlllMD, PIIUIIOX. J-BllX. S1IIlCH IIDlC. EtC.. IN COIIPIJANCE IIIH
OCCUPA1IDNAL SAFElY AND HFALlH ICf (D.S.KA.)
8 CllNIIW:lOR SIW1. PRlMllE AlL IMDR. 1IAlERWS, INSURANCE. EQUlPIIENT, INSTAI.1A1IllN,
CCltISlRUCl1DN 1ODLS, 1RANSI'ORTA1IDN. EtC.. FOR A COIIPI.DE /tMD PRllPERLY 0PERA1IVE
S'/SlDI ENERGIZED 1HROUGHOUT AND IS INDICA1ED ON DMIINGS, IS SPB:IF1ED HEREIN
/tMD/OR 15 0lHERIISE REQUIRED.
7 AlL IIA1EIlWS /tMD BlUIPIIENI' SHAU. BE NEW /tMD IN PERFEcr CCltIIlIlIDIl WHEN
INSTAUED AND SHAll. BE OF THE IIESI' GRADE /tMD OF THE SAllE IlANUFACIURER
1HROOGIIllUI' FOR FACH aASS OR GROUP OF EIlUIPIIENI'. IIA1ERW.S SHAll. BE USIED
AND APPRO\/ED BY UIwtKwIlIIER S lAIlDRAlOR'f AND SlW.L IIfAR THE INSPEC1lDN IAIlB.
oJ" WHERE SU8lECT 10 SUCH APPRl7iAL IIA1ERW.S SIW1. IIEEl' WIIH API'RllYAL OF
1HE DMSICltI OF IIlIlU5lRW. SAFElY AND AlL GCMRNING IIOllIES IWNG
JlJRISIJCIIDN. IIA1ERW.S SIW1. BE IIAHUF'ACl\JREI IN ACCORIlAHCE IIIH APPUCAIll.E
srANDNlDS ESl'AIlUSHED BY ANSI. NOM AND NIlF'U.
8 AlL CCltIIllIIT INSfAU.ED IIAY BE SURFACE IIDUNIED UNUSS 0lHERIISE NOIED.
9 CllNIIW:lOR SIW1. rMIl'r DUr HIS WOIlIC IN ACCORIWlCE WItH AlL GOVERNING SJ'A1E,
CDUNIY AND l.DCAI. CllIlES AND D.S.KA.
PRE-DRIU. 0.134-'
HOU:S (rarAL OF 4)
PROYIIlE 1 1/r IlIAMEIER HOLE
IN srm PlAtt FOR COAlCIAI.
ANTENM CABLE PASS lHRU.
CNfrENNIl. CON1R. SIW.L osrAIN
1EIIPIA1E FROM ANtENNA MfR.)
3/8" DIAIlElER V BOLT
IMSrAWD B'f GENERAL
CONTRACrlIR
l' DIAMETER lIJI,..)
...fi&.
10 CCNllW:TOR SIW1. SECURE AIL NEaSSMI' El!CtRICM. PERIIIlS AND PAY AlL REQUIRED FEES.
NOOEI. 10 PROVIDE THE 8UIUlING PERIIIT.
COIIPI.DE JQ8 SIW1. BE GUARAHlEED FOR A PERIOD OF ONE (1) 'tDR Af1ER THE
IIA1E OF JOB ACCEPTANCE BY OWNER. NIt WORK. IIA1ERW. oil EIlUIPIIENI' RllIND 10
BE FAIJllY DURING 1HAT PERIOD SlW.L BE CDRRECIED AT OtIC[, UI'OIl llRIl1EH
NlllIFICA1IllN. AT THE EXPENSE OF THE CONIRICItIR.
12 AlL CCltIIllIIT ONLY (e.o.) SIW1. 1M A PIIl1 WIRE DR ROPE.
13 PRlMDE PIIOJB:I' IWMGER WItH ONE SET OF COIIPI.DE El.EClRIl:AL '15 INSW.lm" IlRAWlNGS
AT THE COIIPlElIOH OF THE JD8, S1lllIING AClIIAL DIIIENSIONS, RIlUlINGS, AND CIRCU1S.
14 AlL IIROCIlURES, DPEJlA'IIIG IIM\.W.S, CATALIlGS, SHOP IlIlAIINGS, DC. SIW1. BE
1URNED CMR 10 OIlIER AT JOB COIIPlDlDN.
15 USE T-W' CONNECIIDNS ON AlL IIUI..1H:IRCUIl IIIH COIIUCltI NE1IIIW. CCltIIlUClllR
FOR UGHllNG FIXIUAE.
18 AlL 0llN00CIllRS SIW1. BE COPPER.
17 AU. aRCUIT IlRDICERS, RISES /tMD El.ECIRICAI. BlUIPIlEHT SIW1. 1M AN
INIERIllJPtING RA1ING NOT LESS 1HE IIAXIIIUII SIIORI' aRCUIJ' CURRENr 10 llHICIf
THEY IIAY BE SUBJEClED. /tMD A IIINIIUI Of lD.DDD ALe.
18 THE ENIIRE El.ECIllIC'.AI. INSTAUAlDI SIW1. BE GRllUNDED IS REQUIRED BY AIL APPUCAIll.E CllIlES
19 PA1tH. IlEIWR AND PAINT NIt MEA 1HAT HAS BEEN IlAIIAGED IN THE ClllIRSE OF THE
El.EClRIl:AL lIORI(.
11
NO: IIQ[; ISSlI::
1 1ll127/DO SITE SKETCH
2 07102101 ZONING
RF.\1SIlIIS: IIQ[; 1M
GPS NfIENNA IIIlH L SIW'ED
_ BRN::ICEI'
F\IIlNJSHED lit NEXIU
. INSrAU. lit NfIENNA CllNIIW:I'OR
~~~-=-CMLE
1-3/4- OJ). . 3'-r LONG lW.YNlIZED
SlEI!L PIPE W/r:AP ON 1IlP SUPPUED lit NEXIU
. INSI'M.LED lI'f c:otIlIW:lOR
1/2" IlIA. FSI ANIDINo\ CMLE JUMPER
112" IlIA. CCWlIAL CMLE _
1<ir.3'-((' 1'-8' o.c.~ VERlICM.
(COIIIISCllPE COAlCIM. SUPPUED
. INSrAU. lit CONIIW:IllR _)
COAlCIM. CMLE. 1m
CADlIEIJ) CllNNECI10H (TYPE 'IS)
aJIlIfD1IllIt
~ SOlJD TNND lIME COPPER CXlNIlUCIOIl
IN 1/2" IlIA. . : It-r lDNG P\IC
PIPE SECURED ON EXTERIOR WAll. WI1H
"C" Cl.AMPS (IllP . BCmllM)
51mllllf:
ELECTRICAL NOTES
ANTENNA ELEVATIONS
FINISII GIWlE
1~~241
r.... E-3
.... ......
-;~CADWEI.D CONNB:I1ON (TYPE-TA)
EllTEROR HALO GROUND RIIC
(j)GPS ANTENNA MOUNTING DETAIL
us
CONTIlACI'Olt 10 CONTACT LU.P .P.s.
PRIOR 10 CQNSTR.UcnON STAllT
1-800-382-5l544
... 1IIL _
1-800-428-5200
......-.-
---
SIW.L lIE 12 - PCllJ
4"'" _IllS PER
-..s:r _ NCI.
81118 OR IIIS_
8'1-'_8'1
--
SEE_
-
ICE -. _ PllSlS. MIoIUSlll8lE
-----y
==--~~d ~ II SHEL1IR
NOlE: IIINIIIIIII SEPARA1ION 8EIWEEN 1HE
'lWO GPS ANIENIWi SIW1. BE 10.0' IIIH.
IIICRIIFLEI:1' WA1ImUIIlE EMIR\'
IN5I'AUID Bl' GEH. CON1RAC1llR.
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_10 WIIFY
_ -. c:MU:
SIZE____
---
~.!Fll._a 1/r
1~ NC SCHEll. 40
_'l'IPE
-
-
1ESI' IILI.
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=-~:sitr.
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1 1
0TOWER GROUNDING DETAIL
us
LJ
IlII.
10 GRIlUND _ ClIllCll' _
_ MERE -.:.\8IL SEE llIIEEf
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1_118"
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D.L_NCB____
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NoT.s.
CON'l1tAcroR. TO CONTACT LU.P.P.s.
PRIOR. TO CONSTlllJC'ltON START
1-800-382-51544
---
1-800-428-5200
......-.-
TYPICAL BUILDING
f;\GROUND DETAIL
\J u.s.
',";":,',--,"-,..:".",'."::',".
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fI8IUllND SIIB.1EIl
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HllIlSlIC 1HE CONIIUC1OR
..- 1HE INIERlOR
IIA51ER GROUND 8M
1/2" PWC SCHED.
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GROUND H.L
CCIRNER POSIS.
~
1YPE 'IS. GROUND
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1llIS PIollE. 'lWO WEU.S REllUIRED.
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EllPOSIIIG CADIIB.D ..- 1HE IGII
CONDUCIIlR ~. SEE SHEEr E-1
FOR I.ClCA1ION aF stI:oIiD WEIJ..
1llIS IS A 'l'IPICM. DErM: \IEIIIFY GPS _ IIIWEIlUIDE EMIR\' I.llOlIIOIIS 011 SHEEr ~1
2 -. BME. 1NIlD. SOUD
c:oPPaI WIRE 10 518" . 10'-0" LOIlG
c:oPPaI CIAII SlEE1. GROUND ROIlS
42" IIELOlr FNSHED GIWlE III5rAUID
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NOlE:
0TYPICAL GROUNDING DETAIL
us
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_ ClIPPER
_ WElD (,\WlIr _
_ SBIl) c:MU: Bl' o.c.
TYPICAL GROUND
(i)GATE DETAIL
--
W.arD ,-
---
GROUND BUS BAR
(lfETAIL -(TGB)
11m..
._10__
0JETAIL
u.s.
u.s.
u.s.
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IR. C8E CIF _M:E.
~CADWELD DETAILS
\.J u.s.
nPE YS
taETlIP_AT4II'1II
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C8E 'UP IIIll1' IF
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_ __lID1SPlRSII1!.__1O
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TYPE TA
lIEIF-...M11
Ill' CMID.
TYPICAL INSPECTION
@-WELL DETAIL
u.s.
CClMIIUNICA1IONS. INC.
COIIIIERCE aIOSSINC. SUITE 1
INIlWW'OUS. IN 48240
1UEPHllNE: (317) 81~
FACSIIIU.E: (~17) 815-8404
.
MAG TECH
SERVICES INC
me__
..... -.. ....
CIlf)_. (J1t)_...
--. _.... - mod _..
_..tiI_..tbo.._f11
~...=: :-:1".--:r=
f1111io___"=~
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~''.i:m.~1t~_
::.1~a:.~~=-tbII~
WOODLAND
SITE NO: IN-2572
1776 E.116TH STREET
CARMEL, IN
46032
APPROVAlS
PROJECT IIAIlAGER: _ 0AlE:_
NEl(1FI' 0AlE:_
I-III':
ICHB:KED III':
EJIII
SAlt I
Ill: om: ISSII':
1 10127/110 SITE SKETCH
2 Cl71l12ll11 ZDNJNG
RE.WlQIS; om:
BY:
CEIIln:AlIllIt
5lm1Jll[:
ELECTRICAL
GROUNDING
DETAILS
I~O~241
r- E-4
.
e
.IJUE:
1HE GENERAL CON1RACI'OR !itKL INSTAU. PYC
CONDUIIS IN ~ Of' RCS CONDUIT WHERE
APPl.JCA8I.E FOR 1HE 1EI.EPHClNE AND
E1.ECIRlCAL 5EIMCE INSTAIJA1ION.
.. Of' ~1E
SURGE ARRESTOR KEY NemES
1. SURGE ARRESTOR SUPPLIED
II'( NEXTEI., INSTAU.ED II'( FI8REIlOND.
2. MANUAL TRANSFER SWITCH
INSTAUm II'( FIBREIlOND.
~
~
.
~
CROUHD
DISIRlIIUlION
TRANSFORMER
~ RECEPTACLE
A.JHZOO:S4-2OlIRS
LOAD
N
L2
L1
I ~ 1.OCA1ION Of' olOSLYN SUGE PROIEC'lOR I
SEE SHEET [-2
rslrRGk~
@OINT UTILITY TRENCH DETAIL
us
@OSLYN WIRING DIAGRAM
us
CON'I1lACTOR ro CONTACf LU.P.P.8.
PRIOR ro CONSTRUCDON START
1-800-J82-5S44
---
1 -600-428-5200
_Cllllla___
PRCMDE CONDUIT
1HRU WAIl.
Of' ENCLOSURE. nc
INSTAU. Fl.fllIIILE PYC
CONDUII' IN A MANNER TO
AU.OW FOR POSSIBLE
IIUIUllNG SHIFT Of' 4":t
FINISHED GRADE
'T
..
I
"'- F1ELD VERIFY
TELEPHONE SERVICE
CONDUIT SIZE.
(SCHED. 40 PYC)
0TELEPHONE CONDUIT DETAIL
us
NOIE: DOOR IIICROSWIICH IS WIRED
FOR A NORMALLY OPEN DOOR. WHEN
DOOR IS CLOSED ClRCUIT IS ClOSED.
~1
1ElCO CABlE TO USE IS "ICKY ~ CABlE. ESSEX CATAlOG 'DB6P24Al895KESS.
G.C. TO INSTAll. 2 CABLES, PUNCH DOWN INSIDE Of' EQUIPUtNT TO NEW 66 BlOCK
(DON" USE lHE ONES FOR 1HE AlARM lIRWlATIONS) AND TO ANOTHER
66 BlOCK INSIDE EITHER 1HE 1ElCO N1U BOX OR A WEATHER PROOF BOX MOUNTED
TO 1HE N1U BOX. WITH A PAlH TO 1HE N1U TO GET TO 1HE SMART .w:K.
SMOKE
DEIECTOR
WNlNlNG TAPE
--UNEXCAVAlED IolA1ERIAI. NOT
TO BE REMO\IED FROM SI1E
COMPACTED FlU.. (lIOS) OR AS
PER unurt CO. REQU1REWEH1S.
TRENCH
SAND
1EI..EPHONE CONDUIT WHERE
APPUCABl.E 4.~ARIES).
DfCIRICAL CONDUII' WHERE
APPlJCAIII..E 4"~ARIES).
(RED)
(BLK)
~p
SET
5CJ'
(30WER FAILURE ALARM RELAY SCHEMATIC
N.TS
. - CIlLT -.:MI.E II _ __
WP-8QI\,2P
PANEL
A
10lIA
lI.Lo.
HYAC
1RANSFER
4:C WIIK ~ B..
iEsr~~RUN II'(
CINERCY. SEE II11UlY co. FOR REQUIREIIENIS
~LECTRICAL SERVICE - DISTRIBUTION SYSTEM
N.TS
COMIIlINICA1IONS, IIlC.
COUIlERCE CROSSING. SUITE 1
INIlIANAPOl.IS. IN 46240
TnEPHONE: (31n 81~
FACSIMU: (317) 815-11404
.
MAGTECH
SERVICES INC
''''.--
-_II _
.... --_. 1110) __ PM
1M __ ..... ....... _ ... _ ..
-......-.........-'"
~~=-:'IIllI--~
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:tt::.J~'.::m.=.. "iiO.i'iit_
::,~=-"'t"..~= rtil..:-
WOODLAND
SITE NO: IN.2572
1776 E. 116TH STREET
CARMEL, IN
46032
APPROVAlS
PROJECT IIANAGER:_ DATE:_
NEXTEJ.; DATE:_
1_1fl':
ICHl:ICEJ) Ifl':
EJMI
SAHI
NO: IWr: ISSW:
1 lDmmo SIll! SKETCH
2 07102101 ZONING
Rf.'JISIlIIS; IWr: 8'1:
CEIllR:A1IlIt
SlED lIIlE:
ELECTRICAL
DIAGRAMS 8c
DETAILS
IPIlOEl NIl'
020.0241
\HIT MKft E- 5
~ ,..
ih~a
li~~~
I~i~i-
igllll!~
~Ig,~l!l
-
NEU
KEYWAY
rL1
~RD
-____ ~ L1
I
____~12
I 1
I ~ I
..-....
200A FUSE
MANUAL TRANSFER
SWITCH
I NlIlII 7 V BlJ(
EIlER
fNiiiiiI" I u/
TEllER 12 I
-
--
-
- - - - I '-"'=-' I
~:J=------
CENERATOR
RECEPTACU:
-+ S~
flUORESCENT u~=-----
FlUORESCENT BULB ~
+s~
~
1. AU. WIRE COLORS FOR 18 AND LARGER SHALL BE IIARlCEIl AT
4ft' 1N1ERYAI.S IIAX.
2. GROUNDING IIUSHINGS IIUST USE tHE SAllE SIZE OR LARGER
GROUND WIRE AS ON SER'iICE EN1IWlCE. OR lARGEST SIZE
ACCEP1ED BY IlUSIlING.
3. AU. WIRE (\lNLESS NOlED 01HERWlSE) ARE 10 II(:
:~
:=.~ 1HERIlOSTAT AND ALNlII WIRING (22 GA _).
4. CllNllUIT 10 BE EIIT OR ~ NOlED. IlINIIIUII SIZE OF
CllNllUIT AND FIT1INGS ARE 1 OR AS NOlED. UPSI2ING IS
PERIIlllED. LAnlUT LOCA ARE f'OR REFERENCE ONLY AND
MAY VAAY IIN1fSS HOlED 01IIERWlSE.
5. AU. ~GIlT F1X1IJRES AND E1EC'lRICAI. EaulPllENT
10 BE :I: 1 UNLESS OlHERWlSE NOlED. BOXES OR
RECEP1: 6""" OR SMALLER SHALL NOT BE INSTAWD
ON PANELUIIG 1RIM.
. ."',<'
7 DAY""
.!!!
Y
L!
r1i
0(\
\
I:l
S/ll ,
~ LIJ/O
~
TO J. BOX I=
1ELCO BOARD 1 C'Y
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a I
~
TO J. BOX ~122 ~flO
ON m.ea BOARD 1 -Ill
a@ I
lll?~ I
~
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/
rlJ/O
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V
Rm
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,
fII
10-
~E
I
BlJ(~1
Rm
1
BlJ( ~ 5
Rm
(TYP)
(TYP)
Rm 15A 11
110 (TYP) BlJ( I ~ 13
r- A
@ ~\\+ Rm
...,
3
7
9
15
BlJ(. ~ 17
A Ii
@ ~\\+ Rm 1. 19
'- v
8. AU. AlARII WlRING INSTAWD BY ANDREW IS ASSlAIEO 10 BE
Q.ASS I WIRING PER 1998 NEC 725 IIN1fSS 01HERWlSE
SPECIFIBI BY tHE aJS10IIER AND HOlED ON 1HESE DRAWINGS.
7. WIRE COLORS ARE AS FllU.DIIS:
o AU. PHASE "A" WIRES ARE 10 BE III.AIX
o AU. PHASE "f1' YilRES ARE 10 BE Rm.
o AU. PHASE or:' YilRES ARE 10 BE BLUE. (IF APPllCAIILE)
o AU. GRClUND lIRES ARE 10 BE GREEN.
o AU. NEU1RAI. lIRES ARE 10 BE IHI1E.
o AU. SWI1QlED WIRES ARE BE 'IEU.OW.
a. NAPAarr RA11NG 10 BE PER TAIlI.E JICHa (1898 NEC).
9. CONDUIT FlU. 10 BE PER atAP1ER 9 (1998 NEe).
1o.REMOlE SENSING B\JlD LOCAlED INSIDE OF lHE U.357
HEAT PUMP AOAPlER IS 10 BE INSTALLm ON lHE
EX1ERIOR OF SHELlER.
11. REMOlE SENSING B\JlD LOCAlED INSIDE OF lHE L1.3S7
HEAT P\JIIP AOAPlER IS 10 BE INSTAUID ON lHE
EX1ERIOR OF SHELlER.
flO
21
23
25
27 28
A
.--- - -
:sA 2'rt
I = 11-~
:sA ..:tJ't.-.@
~AC1S9towN
w/ COIL D<<RGI2ED
(NORMAL CClNDI1IllN)
- - ---'
200A ~
-~
I
~~BlJ(
~ 20A Rm
8
I
~Rm
I
I
j..BlJ(
e
10 20A IBIJ(
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14 ~ 1BlJ(
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1
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18 ~.BlJ(
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20
22
24
28
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PANEL
I..- _ POWER FAIl ALARM
@@
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@
@
@@
@@
DOCIl MNlII t
UMP m
m
200A DISTRIBUTION
PANEl.
UlW 1DIP
POIER FAIL [:I
_1Il1ECl1II1:1
DUPLEX RECEPTACLE
If :DUPlEX RECEPTACLE
s,.. CFtI
+,
~~
., 1Ih. IIh 0-, ~
--,-
,..14
~ TO GROUND
I ~TONElJ1RAI.
I 1 SURGE ARRESTOR
L1 .SUPPUED AND INSTALLED BY G.C."
.1
~ 1-}PlGTAIL WIRE IN
t _ ALARM LOCAlION
SMOKE
DE1ECTOR
- -a - -
- -, - -
- -. - -
- -, - -
- -. - -
- -t - -
- -.- -
- -.- -
- -.- -
- -g- -
- -q--
- -.- -
- -.- -
- -.- -
- -a- -
- -.- -
- -.- -
- -a- -,::
- -a- """t:
- -,,- ""'t:
- -a- -...
- -a-""'t:
- -a-""'I:
- -.- ""t:
- -a- .....
- -a- -=
- -a- .....
- _a_ "'C
- _a_ \
- -1(- -
-......
-r=- -~- -
ALARM PUNCH BOX
WITH BLOCK COVER
-1-
-1-
-0-
-0-
-.-
-a-
-0-
-a-
-a-
-a-
-a-
-a-
-,,-
-a-
-.-
-a-
-B-
-a-
-a-
-.-
-.-
-.-
-,,-
-.-
-.-
-a-
-.-
-a-
-D-
rn-
- -.- -
- -.- -
ALARM SCHEMAlIC AlARM SCHEMAlIC
120V 2-POLE RELAY
WITH BASE
~
S/N- III Ql
10 €)-DAY 1IIlER - Ci) 1'::\ (1)- 10 (@)
L: ~:~
14
10 ALARM
PUNCH
BLOCK
HVAC SHUTDOWN
(ONLY ON ALARM)
INT-STAT
ALARM NOlES
1. AU. ALARM WIRE 10 BE 22CA SllUD.
2. AlARIIS WIll. OPEN IN ALARM CONDI11ON.
3. LABEL INDMDUAI. ALARMS AS USlED.
4. SMOKE DElECTOR WIlL SHUT DOle! HVAC
UNI1S IN ALARM CONDI11ON.
COUIIUNlCA1IONS, INC.
COIIIIERCE CROSSING, SUIlE 1
INIlWW'OIJS. IN 46240
1UEPHONE: (;511) 815-1448
FAI:SIIIIU:: (~17) 815-8404
.
MAGTECH
SERVICES INC
me__
RIll' -.. ~
ca.. -. (J1a) __ ...
~ oalJ.. =..~ &:"..:".::
=-~=-:'tNI-~~
<I U:~1a. _ ....."'=... _
lid Do 1"..... '*:..t-..... .:~- fir
:It:':.t ., iiiiiiDi =... .... 111I _
::.1~'"t"" ~::-_..=-
WOODLAND
SITE NO: IN.2572
1776 E. 116TH STREET
CARMEL, IN
46032
APPROVAlS
PROJECT IlANAGER: _ DAlE:_
NOOEI; DAlE:_
I-III':
ICHECKEJ) III':
EJM.
BAHI
flO
^ .... ....-........ ~s/N
Rm +/1/ @ I '\
v ':AGTAIl WIRES It (( II ~ e' ~ C IE)
.,.:' ,w/ll'," \ 0
. -+tl/ cY SMOKE /
Rm ~ Drn:CTOR--/
v
Ill: IlQ[; ISSIE:
1 10127/110 SRE SKETCH
2 071ll21Ot ZONING
IID1SIIlNS: IlQ[; III':
CERJR:A1lOIt
S1m1lll.E:
ELECTRICAL PANEL
SCHEMATIC AND
NOTES
I~~
020.0241
r- E-6