Plans
~
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s
= 1.
=
C
2.
:
= 3.
J
4.
~
5.
$ B.
~
;
Ii
f
~
B
I
J
D
II
II
-
7
I
B
II
-
II
....
GENERAL NOTES
.
THE CONTRACTOR SIWJ. SUPERVISE AND DIRECT AU. WORK,
USING HIS BEST SKILL AND II 1TENTlIlN. ~ SIW.l. BE SILEY
RESl'ONSIBLE FOR AU. CONS1llUCI1llN IotE'ANS. IIETHOIlS,
TECHNIQUES. PROCEDlJRfS ~ S[QlJENCES FOR CllORIllNIIllNll
AU. PORllONS OF THE WORK UNDER THE alIIlIW:T.
THE CONTRACTOR SHIU VISIT THE oIOB SITE 10 RtVIEW THE
SCOPE OF WORK AND ElCISI1NCl oIOB SITE CONDIT1ONS
INCI..UOING. BUT NOT UIIIlm 10 II~ EUI:IRICAI.
5EIMCE. IIND lMJWl. CllORIllNIIllON.
THE CONTRACTOR SHIU VERIFY AU. EXISTINC CONDIT1ONS
AND DlIIEllSIONS PRIOR 10 SUBIII1T1NG HIS BID. I\N'(
DtSalEPNlClES, CCNflJCIS OR 0II1SS1ONS, tIC. SIWJ. BE
RIPllRTED 10 THE DIGlNEER BEFORE PROCfEIltNG WITH
THE WORK.
THE CONTRACTOR SHIU PROTECT AU. NlUS FROII DIIllIoGE
WHICH IIIIY DCCUR DURING CDNSTRUCl1ON. I\N'( DIIllIoGE TO
NEW AND EXISTING CONSlRUCl1ON, STRUCllJRE. OR EQUlPIIEHT.
SIWJ. BE IIII1ED111ltlY REPIIlRED OR REPlACED 10 THE
51111SF1ICIlON OF THE TDWIT OR IIUlLDINC llWNEIl, OR
DWNER'S flEPR[SEHTATM:, AT THE EXPENSE OF THE
COHIRACTOR.
THE CONTRACTOR SHIU BE RESPONSl~ FOR, AND SHIU
REPlACE OR REIIEDY. I\N'( FAULlY. IIIPROPER. OR NERlOR
IlllTERIIII..S OR WORl<IWlSHIP OR I\N'( DIIllIoGE WHICH SIWJ.
APPENl WITHIN ONE YEIIR lIFTER THE COIIPLETlON AND
ACCEPTANCE OF THE WORK UNDER THIS alIIlIW:T.
THE CONTRACTOR SHIU RDIlM: AU. RIJB8ISH AND WIISTE
IlllTERIIII..S ON II RmUlAR IIIISIS, AND SIWJ. EXEllCISE
S1RICT COHI'ROl C\IDI oIOB ClEANING THROUGHDUT
CONSlRUCl1ON, INCl.UDING f1IW. ClEAN-UP UPON COIIPLET1ON
OF WORK. AU. NlUS ARE 10 BE LIFT II A BROOII CLEAN
CONDITION AT THE END OF E:ACH ~Y.
7. THE CONTRACTOR SHIU 5N'mlWID THE OWNER'S PROPER1Y
DURlNC CONSTRUCI1ON AND SIWJ. REPlACE I\N'( Ilo\IIIIGED
PRllf'[R1Y OF THE OWNER 10 ORIGINIII. CONDITION OR BETTER.
II. rr SHIU BE THE RESPONSlIllUlY OF THE CONTRACTOR 10
lDCATE AU. EXISTING lITI.IT1ES, WHEIHER SHOWN HER[JN
OR NOT. AND 10 PROTECT THEIl FROII DIIll/oGE. THE
CONTRACTOR SIWJ. BEAR AU. EXPENSES FOR REPAIR OR
REPlACEIIENT OF l1II.ffiES OR OTHER PROPER1Y Ilo\IIIIGED II
CONJUHCT1ON WITH THE EXECl1TION OF WORK.
8. THE CONTRACTOR SHIU BE RESPONSl~ FOR THE COIIPIITE
SECURITY OF THE SITE WHIlE THE oIOB IS II PROGRESS AND
UNl1I. THE oIOB IS COIIPIITED PER u.s.c.
1 D. AU. CONSTRUC'llON WORK SHIU CONFCRII 10 THE U.B.c. AND
AU. OTHER ca.'ERNING CODES. AlDNG WITH THE GlMRNINCl
RES1RICl1YE CODES.
11. THE CONTRACTOR AND AU. SUIICONlRACTDRS SHIU COIIPLY
WITH AU. LDCAL CODE RmUlAllONS AND STATE DEPARIlIEHT
OF INlllJSIRlAI.. REllUIAllONS ~ DMSlON OF INDUSl1lIAl.
5IIFE1Y (OSHII) REllUIRDlDITS. IlE1tR 10 THE CODES SECl10N
OF THIS SHEET.
1:z. THE CONTRACTOR SIWJ. OBT~N AND PAY FOR I\N'( PERIIII'S,
lJCENSES AND INSPECTIDNS NEeES5IIRY FOR PEJlFllRIl.'Ja:
OF THE WORK AND INCl.UDE THOSE II THE COST OF THE
WORK 10 THE 0WNfIl.
13. FlGURED DlIIENSIONS HllYE PRECDlEJlCE C\IDI DRAWING SCALE,
~ DEl'M. DRAWINGS HllYE PRECEIlfHCE C\IDI SIIAU.
SCALE DRAWINGS. ~ N:f:;IJfIN:r OF AU. DIIIENSIONS II
THE FlElD. UNUSS SPECFlCALLY NOTED. DO NOT FAlIRICIITE
I\N'( IlllTERIIII..S OFF-SITE, OR PERFCRII I\N'( CDNSTRUCTION
UNl1L THE N::aJRN::( OF DRAWING DIIIENS10NS HllYE BEEN
VERFIED NJIMST AC1U\l. FlElD DIIIDISIONS.
14. CONTRACTOR SIWJ. NOTlFY THE EllCINEER OF I\N'( CCNflJCIS
OR DISCREPANCIES WITHIN THE alIIlIW:T DOCUIIEHTS WITH
THE alIIlIW:T DOCUIIEHTS AND THE F1EIll CDNDITIONS PRIOR
10 EXECUTINCl, THE WORK IN QUESTlDN.
.
I
.
J
.
=
=
-
',\
A
lEY ....n ID'DDI ~
1 ,/17trA ISSIG FOR lXlNSlRUC'IION
2 3/15/11 CIW<<lES PER CITY OF DWfW>S[N
3 4/17trA IKMD EQUFIIENT ~ CIWaD FINCE ID:IIT
15. CONTRACTOR SIWJ. NOl1FY THE ENCINEIR IF DEl'AllS ARE
CONSIDERED 1HiOUND. lJNSN'E, NOT WATERPROOF. OR NOT
wmtN CUSTllIIIIR'( TlWlE PRAC1lC[. IF WORK IS PERfORIIEl).
rr WIU. BE A5SUIIED THIIT THERE IS NO 0BJECT10N 10 THE
DEl'AIl.. DlETALS ARE IIIENDED 10 SHOW THE END RESULT OF
THE DESIGN. IIINOR IIOIllFlCIIllONS IIIIY IE INCLUDED AS PART
OF THE WORK.
1 L EXISTING n.E.VAllONS AND lDCAllONS 10 IE JOINED SHIU IE
\/ERIF1ED BY THE CONTRACTOR BEFORE CDNSTRUCl1ON. IF
THEY DlFTER FROII THOSE SHOWN ON THE PlANS, THE
CONTRACTOR SIWJ. NOl1FY THE DIClNEER SUCH THIIT
IIDDIFlCATIONS CAN IE WADE BEFORE PROCEEDING WITH
THE WORK.
17. AU. SNIIOlS AND AIlIIREVIAllONS USED ON THE DIWIINGS
ARE CONSlDERED CONSTRUCT1ON STANlloIRDS. IF THE
CONTRACTOR HAS QUESI10NS REGARDING THEIR EXACT IIEANINC.
THE ENGINEDl SIWJ. IE NClT1f1ED FOR ClNlIf1CAllONS IlERlRE
PROCfEDINC WITH WORK.
1 L THE CONTRACTOR SIWJ. PROWlE AU. NECES5IIRY Ill.llCIONC.
1lACKINCl. FRAIIlNC. HIINCERS OR ll11lER SUPPORT FOR AU.
OTHER rrEIIS REXlUtR1NC THE SIIIIE.
18. CITY N'PRllYDl PlANS SIWJ. IE KEPT II A PlAN IlDX AND
SIWJ. NOT IE USED BY WORKIIEN. AU. CONSTRUCT1ON SEIS
SHIU REFUCT 5IIIIE IIFCRIIIIllON. THE CONTRACTOR SHIU
IILSll IIIIIHT~N IN ClDOO CONDIIlDN, ONE COIIPIITE SET OF
PlANS WITH AU. REVISIONS, IIDDENDI\ AND awa: ORDERS
ON THE PRDIISE AT AU. 11II[S. THESE ARE 10 IE UNDER THE
CARE OF THE .JOIl SUPERlIIIDIIlEH.
CODES AND STANDARDS
AU. CONSlRUCT1ON SHIU COIIPlY WITH THE LATEST HXlP'IED
EDIl10N OF THE FDUllWING P\JBUCA11DNS:
1. ASnI (AIIERICAN SOCIETY FOR TESllNll ~ IlllTERIIII..S)
2. N:l {AIIERIcAN CONCREIt: INSllTIITE)
3. AISC (AIIERICAN INSlTIlIIE OF STEEl. CONSTRUCl1ON)
4. IIIIS (AIIERICAN WWllNG SOCIEIY)
5. UIC (UNIFORII BUIlDING CODE)
L IlDOT (1IINNESOTA DEPARIlIEHT OF lRANSPORTATlON)
7. ANSI (AIIERICAN NIIl1ONAI. STANDIIRIDS INSllTIITE)
II. IEIE (1NSITI\Il[ OF EUI:IRICAI. AND EI.!CTRONICS ENGINEERS)
8. NEe (NIIl1ONAI. EUI:IRICAI. CODE)
1 D. NEIIII (NIIl1ONAI. EllCTRICAI. IlllNUFACnJRERS ASSOCIATlON)
11. NESC (NIIl1ONAI. EI.LCTIIICAI. 5IIFE1Y COIIIIISSION)
1:z. OSHII (ocaJPAl1ONAI. 5IIFE1Y AND HEALTHY ADlllNISI1lAllON)
13. LA. (UNDERWRI1ERS lAIlDRATORIES, 1Ic.)
l~' ~ LDCAL ~..~ =NIINCES
LEGEND
/DEI'M. NUllIER
{1'{ DETAIL
\3(
""'--pRAWINC ON WHICH ORIGINN.. DEl'Al. WAS DRAWN
IIlANK DENClTES DEl'M. IS ON SAllE _NC
4E~~
A SECTION
S1
DRAWINC ON WHICH ORIGINIII. SECI10N WAS DRAWN
BlANK DENClTES SECl10N IS ON SAllE DRAWING
ii APPIOVD
~~
~~
~---
- ----
-.---
-.---
..
...
......... 1I7IlIIIOCI__
..
1 ~ C<<tJfy that lhIo plan opocIIIcaIJon, 0< I'OIlOrt
_ _...s by mo or under my dlrocl oupervtolon
and that I am a duly lJaonMd _I Engi-.
undor tho Ian or tho SlaY or 11I-."
I
5
4
.
.
ODl~~e
@
II
SCOPE OF SUPPLY
. THE FDUllWING T~ DEl.tlEATES THE RESPONSl8IUI1ES OF DIFFEREHT PN!IES IMllYED IN COIIPI.DlNG THIS PROJECT.
. THE SITE SPECFIC SCOPE OF WORK WI..L PRECEDE I\N'( DISCREPANCIES FllUND ON THIS SCOPE OF SUPPlY.
&.
I RAW LAND SITE I CO-LOCATION SITE
IIDI FURNISHED II'f IIlSTAUED II'f IIDI f'URNlSHED II'f INSTAUED II'f
TllWEII T-IIDIILE CONTRACTOR 8lS PlATFCRII T-1IOBIlE CONTRACTOR
8lS PlATFCRII T-IIDIIILE CONTRACTOR 8lS PlATFCRII FCUNOATlON CONTRACTOR CONIll.ICTDR
TllWEII .. 8lS PlATFCRII FCUNOATlON CONTRACTOR CONTRACTOR UIC (POWER/ID.CD) T-1IOBIlE CONTRACTOR
UIC (PllWER/lD.CO) T-IIDIILE CONTRACTOR IIIlU CABINET T-IIDIILE IIIPlEIIEHTATlON
I8U CABINET T-IIDIILE IIIPILIIDITATlON 8lS CAIlINEIS T-1IDIIllE IIIPlDIDlTATlON
8lS CAIIINETS T-IIOIlILE IIIPILIIDITATlON ANTIllNA T-IIOIlII..E CONTRACTOR
ANTENNII T-IIDIILE CONTRACTOR COAX CAIll.E T-1IDIIllE CONTRACTOR
COAX ~ T -IIDIILE CONTRACTOR JUIIPER ~ T-1IDIIllE CONTRACTOR
JllIIPER ~ T-IIDBII.E CONTRACTOR LHII (UlW NOISE AllPUFlER) T-IIDIILE CONTRACTOR
LHII (LOW NOISE AllPUFlER) T -IIDBII.E CONTRACTOR CROUNDINC KrrS FOR COAX T-1IOBIlE CONTRACTOR
GROUNDING KrrS FOR COAX T-1IDIIllE CONTRACTOR SITE GROUNDING IlllTERIIII..S CONTRACTOR CONTRACTOR
SITE GROUNIllNC IlllTERIIII..S CONIll.ICTDR CONTRACTOR ANTIllNA IIDUNl1NG PIPE .. IIRACKET T-1IOIlll..E CONTRACTOR
ANTENNII IIOUNTINC PIPE .. IIRACKET T-1IOIlll..E CONTRACTOR WA~ IRIDCE (ECPT 10 TWR) T-IIDIILE CONTRACTOR
WA\IEGU1IlE BRlDCE (EQPT 10 TWR) T-IIDIILE CONTRACTOR WAYECUIDE lADDER (ToWER) T -IIDIILE CONTRACTOR
WA\IEGU1IlE lADDER (ToWER) T-IIDIILE CONlllACTOR FENCE CONTRACTOR CONTRACTOR
FENCE CONTRACTOR CONTRACTOR lJNIlERGROONll WORK CONTRACTOR CONTRACTOR
UNDERGROlNl WORK CONTRACTOR CONTRACTOR SITtWORK CONTRACTOR CONTRACTOR
SITEWORK CONTRACTOR CONTRACTOR POWER DISCONNECT .. IIETER IlDX CONTRACTOR CONTRACTOR
POWER IlISCDNNECT .. IIETER IlDX CONTRACTOR CONTRACTOR IIETER LmJIY LmJIY
IIETER LmJIY l1TIUTY
XI WATER TOWER SITE I ROOFTOP SITE
IIDI fllRNlSHED II'f INSTAUED II'f IIDI F\lINISIIED II'f INSTAUED II'f
8lS PlATFCRII T-1IOBIlE CONTRACTOR ROOFIllP PlATFCRII T-IIDIILE CONTRACTOR
8lS PlATFCRII FCUNOATlON CONTRACTOR CONlllACTOR ROOFIllP ANTENNII SlED/ATTACHIIEHT T-1IOBIlE CONTRACTOR
UK: (PllWER/lD.CO) T-IIDIILE CONlllACTOR UIC (POWER/!E1.CO) T-IIDBIU: CONTRACTOR
I8U ClllllNET T-IIDIILE IIIPI..EIIDITATlON BBU CAIllNET T-IIDIILE IIIPlEIIEHTATlON
8lS CAIIINETS T-IIDIILE IIIPlEIIDlTATlON 8lS CABINETS T-IIDIILE IIIPlEIIEHTATlON
ANTENNII T -1IDIIllE CONTRACTOR ANTENNII T-1IDIIllE CONTRACTOR
COAX ~ T -IIDIILE CONTRACTOR COAX CAIll.E T-IIDIILE CONTRACTOR
JUIIPER ~ T -IIDIILE CONTRACTOR JlA/PER ~ T-1IDIIllE CONTRACTOR
LHII (LOW NOISE AIIPUF1ER) T -IIDBIU: CONTRACTOR LHII (UlW NOISE AIIPUF1ER) T-1IOBIlE CONTRACTOR
GROUNDING KrrS FOR COAX T-IIDBIU: CONlllACTOR GROUNDING KrrS FOR COAX T-1IOBIlE CONTRACTOR
SITE CROUNDINC IlllTERIIII..S CONTRACTOR CONTRACTOR SITE GROUNDING 1lllTERW..S CONTRACTOR CONTRACTOR
IINTENNII ATTAaiDIDIIS (ToWER) T-IIDBIU: CONTRACTOR ANTIllNA IIDUNT1NC PIPE .. BRACKET T-1IOIIIl..E CONTRACTOR
ANTENNII IIDUNT1NC PIPE .. IlRACKET T-IIDIILE CONTRACTOR ROOFIllP COAX ATTACHIIEHTS CONTRACTOR CONTRACTOR
WA\IEGU1IlE BRIDGE (EQPT 10 TWR) T-1IOIIIl..E CONTRACTOR UNDERCROUND WORK CONTRACTOR CONTRACTOR
COAX ATTACHEIlEHIS (ToWER) T-1IOBIlE CONTRACTOR SIIEWORK CONTRACTOR CONTRACTOR
FENCE CONTRACTOR CONTRACTOR POWER DISCONNECT .. IIETER IlDX CONTRACTOR CONTRACTOR
UNIlERCROUND WORK CONlllACTOR CONTRACTOR IIETER l1T1lIlY l1T1lIlY
SIIEWORK CONTRACTOR CONlllACTOR
POWER DISCONNECT .. IIETER IlDX CONTRACTOR CONlllACTOR
IIETER UT1UlY l1T1lIlY
-
T - -Mobile--
NOI1C[: THIS DRAWING lIAS NOT BEEN PUIlUSHED AND
IS THE sou: PROPERlY OF T-IIDBLE - IlNiEAPOUS
lWlICET AND IS l.DlT 10 THE IlDRROWER FOR 1KlR
CONFIIlENI1o\L USE Dl&.Y. AND IN CONSIllEJlATIDN OF
TIlE UWi OF THIS DRAWING, THE IlORROWEIl PROIIISES
AND H:REES 10 REIlJRN rr UPON REQUEST AND AGREES
THIIT IT WI.!. NOT lIE RfPROClllCm. COPIED. LDlT OR
l7IHERWI5E DISI'OSED OF DIREClLY OR INDlRD:ll.Y. NOR
USED FOR _ PURI'OSE OIliER THAN WHICH IT IS
FURNISHED.
MINNEAPOLIS MARKET
A
I
-
-
3
/
t.l
-:--
T-weu SITE A'P407!
B434 lIURRAY IIU. ID
ElCCElSICR, ~
~ nwNFR
T-IIDIILE
C/O VlllCESIRfAII WIREI.!SS CORP.
12820 SE. 38th STREET
IlE1llVUE. WA. 811DDB
:iIIUlIIlm
CITY OF CHANIIASSDl
77DO IIIIRKET 1l.\ID.
CHANIIASSEN, IIN. 55317
ARCHITECT IDlGlNEER
T-IIDBIU: - IIINNEAPOUS
IlDOO WEST 78th STREET
sum: 400
EDINA. IIN. 55438
7nNING OI~ ~ Nm"IFY"'.J.'TYW.";;
T-1IDIIllE - IIINNEAPOUS
IlDOO WEST 78th STREET
sum: 400
EDINA. IIN. 55438
IIRCH.
8UlCl.
c.B.
c.L.
Cl.ll.
CONe.
CONST.
CDNlR.
DEI'.
IlIA.
OWl.
DIll.
DN.
DWG.
EA.
EUX:.
EI..
EQUIP.
EXIST.
fTQ.
lOA.
GALV.
CND.
H.IL
LF.
lITL
IIIN.
IIISc.
N.T.5.
D.C.
PI..
1l[Q'O.
SF.
s.s.
SIlL
SPECS.
STD.
sn..
STRUCT.
T.C.
T.D.P.
lYP.
T.o.5.
T/
B/
NlalIlICT
IUII..DING
CATCH BASIN
CENTER UNE
CEII.JNC
CONCRETE
CDNSTRUCl10N
CONTRACTOR
DEl'AIL
DIAIIETER
DIAOONAI.
DlIIENSION
DOWN
DRAWING
E:ACH
EI.LCTIIICAI.
EllYAllON
DlUIPIIEHT
EXISIlNG
FOOTlNG
GIIUGE
GALVANIZED
CROUND
HOU.OW IIETAl.
UNEAL FEET
IIETAl.
IIINIIIUII
IIISCELlANEDUS
NOT 10 SCALE
DN CENTER
PlATE
REQUIRED
SQUARE FEET
STAINI..ESS srm.
SlII!lAR
SPEClFlCAllONS
STANllIIRD
STEEl.
STRUCTlJRAl.
TOP OF CURB
TOP OF PAw.l
TYPICAl.
TOP OF SlAB
TOP OF
IlDTTOII OF
IlWIUALCIWIOD_-nsc 11I0
I
VICINITY MAP
,....."
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.!-
PROJECT TEAM
JiI..IIM:mfl.
N/A
~LrrU~
xcn. DDGY
TD..rPHONF urn ~
ClWEST
ABBREVIATIONS
II AllPERE OR A11I1ETER
AF CIRCUIT IIREAKER AIIP FRAIIE(RAllNll
AFF NJI:NE FINISH fLDDR
~e NJI:NE CROUND
IIis IIUTOIIIITlC T1WISFER SWITCH
~ AIIPERE INTERRUPTINC CAPN:r1Y
CI C1RCUrr IIREAKER
CKT C1RCU1r
cu COPPER
CEN CENEIlIITOR
CF1 CROUNO FAULT INTERRUPTER
.JB JUNCTION IlDX
ICYA K1I..O'/Ol.T AllPERE(s)
~ :=ms)
IllS IIIINLW.. T1WISFER SWITCH
NF NDN-FUSED
N.Lc. NOT IN alIIlIW:T
PNl. PANEl.
PH PHASE
PYC PDLY\1NYL CHlDRIlE
RCPT RECEPTACu:
RCS RICID GALVANIZED STILL
SW SWITCH
SYII SNIIETRICAl.
ltl TEUPHONE
XFIIR 11WlSFORIIfJl
lYP TYPICAl.
u/e UNDERCROUNIl
V VOlT
W WATTS OR WIRE
WP WEATHERPROOF
WHII WAlTHOUR IIETER
UNO UNUSS NOTED lllHERWISE
=.. -..... MIQtAEL HACHEY
-....
-- "l(
R. RUDlJ'( 2/17/Dfl
-- "l(
C. IIIUDl 2/24/Dfl
-- "l(
IL tw:HEY 2/24/Dfl
.... - "l(
...-
17852
_ ru .....lID - ns 0" 0
2
I
PROJECT DATA
PROJFr::T ARF*
INTERIOR LEASE SPACE:
EXTERIOR LEASE SPACE: 15 FT X 20 FT
PARCI='1 AM'A!
70NtNC 1YPF.
1F"CAI ~.RtPnnN'
BENCH IIARK:
8ASlS OF' RnRfNC-
n.E.VIITlON: 1175 FEET
nA.Tf' ~ ~fR'V1:V-
r.nnRnfNA~ (AtlTn.INA. I nt".A"fY'>>r.t\.
LATITUDE: 44'-3"-5r
LDNCII\JDE: 1l3'-2O'-4II"
A~ PARCn ~
1m r- Rf:"PnRT 1nF'N'T1Fr.....'T1nN!
t:'.l~t.nTJ"C;..
SITE DIRECTIONS
SITE DIflEl:T1ONS:
FROII 1-484 .. 1-35W TAKE 1-484 WEST 10 STATE HWY 5 WEST: FDLLDW
STATE HWY e WEST FOR lD IIIu:S 10 STllTE HWY 41: TURN RlCHT AND CO
NORTH ON STATE HWY 41 FOR 3 IIUS 10 CHASKII RD; TURN RlCHT AND
CO EAST 10 IlURRAY HILI. RD; FDLLDW IIURRAY HIll. RD UP THE HILI. 10
THE EXISTING WATER TOWER lDCATED DN THE RlCHT SID( OF THE RDIIIl.
CAU. 4B HOURS IlERlRE DICCINC
GOPHER STATE ONE CALL
1WIN CITlES AREA 851-454-0D02
IIN. Ttll.l fR[[ 1-IIOO-=-l1BB
DRAWING INDEX
A1P4D7-T1 . . . . . PRO.IECT IIFCRIIIITlON AND CENERAL NClTES
AIP4D7-Cl . . . . . SIrE PlAN
AIP4D7-c2 . . . . . EHlARCED SITE PlAN
A1P4D7-Al . . . . . IINTENNII INfORIoIATlON AND TllWEII n.E.VATlON
AIP4D7-S1 . . . . . SEC110NS AND DEl'MS
IIIP4D7-S2 . . . . . SEC110NS AND DEl'AIl.S
AIP4D7-S3 . . . . . SEC110NS AND DEl'MS
II1P4D7-S4 . . . . . PAINTING AND PAINTING REP~ CUIDElJNES
II1P4D7-EI . . . . . POWER ~ CRDllNllINC PlAN
ST~ DRAWINGS:
ST~ - illS (1) - ST~ CEN 2 .. CEN 3 EQUlPIIEHT CAIllNEIS
PlAN .. EllYATlON VIEWS
STANllIIRD - A2S (1) - STANllIIRD PURCW. EQUlPIIEHT CABINET PlAN ..
EllYATlON YEWS
STANllIIRD - A3S (1) - STANlWlD SITE IIIPRDYEIIDIT SPECF1CAllONS
STANlWlD - MS (1) - FENCING SI'ECIFlCo'.llONS
STANlWlD - E1S Ii l - STANlWlIl EI.LCTIIICAI. SPECF1CAllONS
STANlWlD - as (1) - STANllIIRD IINTENNII .. COAX CRDUNOINll
SPECIF1CAllONS
STANlWlD - E3S (1) - STANlWlD ANTIllNA ~ IISTAIlATlON
SPECIF1CAllONS
~VIlll'AIl E1G (1) ~"'IIlIRD [Iupwell" BlUltle Wllllle
EPQ;IFK:IllClIlE
sr"IIlfAll [as (I) GllIlBIRB IlA9I1IlBIIIB GPEllIF1&\'R911G FIlR
8~ 18WER5
STANllIIRD - N1S (1) - STANllIIRD EUI:IRICAI. SI'ECIFlCo'.llONS CENERAL
NClTES
STANlWlD - N2S (1) - STANllIIRD CONSIRUC'\1ON SI'ECIFlCo'.llONS
CDIERAL NClTES SHEET 1
STANlWlD - N3S (1) - STANllIIRD CONS1llUCI1llN SI'ECIFlCo'.llONS
CDIERAL NClTES SHEET 2
STANlWlD - SIS (I) - STANlWlD ECUIPIIEHT PlATFCRII FCUNOAllON
PlAN, SEI:11ONS. AND DEl'MS
STANllIIRD - S2S (1) - STANllIIRD ECUIPIIEHT PlATFCRII SPECIFICAllONS
:!r....._ !l5!I (1) !I'f.....llIIIlB ElltIIPIIBIr Pl:AlFeRII EXmlSlON,
WNJE8Ut8E BRI88f :it ee.f1aI.TJe.s
sr"",1W1II 61& (1) GllllIlo'.RB ,,-'mull. .. lllWC IIlllltRl11C
6PSlIFlGfdKltIG FIlA FWl8l ..g _
STANllIIRD - S5S (I) - STANllIIRD IINTENNII .. COAX IIOUNT1NC
SPECIF1CAllONS FOR SIIOOTH SURFIICE TIINKS ..
LEeS
STANllIIRD - SBS (1) - STANllIIRD ANTENNII AND COAX ~ lNSTN.lAllON
SPEClACAllONS
J;t"IIlfAll ~ (1) GI"lBI'lIl _ [QUlPlleIl" 1l41111l11C PI III ',er
a. _I VIEWS
CHANHASSEN WT/MINNEWASHTA PARK
A 1 P407
PROJECT INFO. & GENERAL NOTES
SCoW:
IDlE
6434 MURRAY HILL ROAD
EXCELSIOR, MINNESOTA
,__ NIMD
I A1P407.T1
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EX1ST1NC WOODED
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ISSUED FOR CONSTRUCl1ON
CIWlGES PER an' Of CIWlHo\SSDi
IICNED EllUI'IIEIIT NIl CHNlGEIl rn<<:E tDlI!T
EXISTING I' HIGH
WOOD FtNCE
4
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T-llOIIIlE 15'-0. WIDE ACCESS
EASDIENT (TO FllUDW EXISl1NG
ACCESS llRM)
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T-lIOIlR.E BlTUIIINOUS ACCESS @
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EXISTING IlIllJIIINOUS ACCESS
RlWl)
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IIITALL mDDICE......
-
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SITE PLAN
SCAli: ,. - 15'-0.
NO'IlCE: lItIS DRAWlNe HAS NOT BEEN PUIlUSHED IHJ
15 THE sou: PAOPEII1Y OF T-woBU: - IIhNEAPOUS
Iol\RKET NlD 15 lENT TO THE IlORRCWER F'DR 1HEJl
CONF1DDIIW.. USE ONLY. IHJ IN CONSIllERATION OF
THE IJWj OF THIS DRAWINC, THE BORROWER PROWI5ES
IHJ AGREES TO REI\JllN IT UPON REQUEST NID AGRfES
_T IT WI.l. NOT BE REPRDDUCED, COPED, lENT OR
llIllEllWlSE DI5I'OSm OF DIRECTLY OR INDIIECll.Y. NOR
USED F'DR NIY PlIlPOSE llIIlER THIoN WHICH IT IS
FlJRNSHED.
I horoby cortIfy that _ plan opedIIcalIon, ~
:: c::r.rw:m ~ ':ruty or u.'::t ~=.... Englnoor
undor the Icnn of tho stale of IlIIIV*Ota.
-..
_or ....
R. Il\JDll"( 2/17/06
_or ....
C. IoIIlllR 2406
_or ....
II. tw:HEY 2/24/06
CIDr _II. ....
-
~. -Mobile--
::. -... YawL H.t.CHEY
-
-
...-
171152
MDDIL WOATD - 'lIS C NO C
CADI) ILl: IiAI' A1P407'Ct ...
MINNEAPOLIS MARKET
........... aUMES MADE - 1D C lID D
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EXCELSIOR. MINNESOTA
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CHANHASSEN WT/MINNEWASHTA PARK
A 1 P407
SITE PLAN
SCoW:
1& IIlIED
-- .....
A1 P407-C1
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ISSUED FllR CONSTRUCI1ON
CIwas PER CITY Of CIWlHo\SSDl
IIlMIl EllUf'IIEHT NIJ CIWlGEIl FIHCE IDlIIT
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ElEC1RIC IolETDI _/DlSCONNECT lk TELCO
HOFI'loWl ENClOSURE (PRlMDfD IJl'
CONTRACTtlR)
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EXIS11NCl WATER TCliDl
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T-IIOBILE BI1lJIoltNOUS ACCESS @
RlWl (TO BE OODlDED fROII
EXISlING BI1VlIINOUS ACCESS
RlWl)
ffiT-lIOIIILE EllUIPIolEHT
~ P1ATFORIol
ffiT -1otOBILE EllUIPIolEHT
~ CA8lNElS
1
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15'-0" WIDE T-lIOIIILE ACCESS EASDlEHT I
~II~~
~~~~~----?<----?<
1"-0" T-lIOIIILE FtNCED AREA
15'-0" T-IolOIlll.E LEASE AREA
II
----?<----?<~----?<~~~----?<----?<----?<~~----?<----?<~~
ENLARGED SITE PLAN
SCAl..E: 1/4' - 1'-0"
FN
MlTALL a:FIIDICI DMWIIDI
-....
_If "11
R. RUDll'i 2/17/08
_If ....
c. 1ol1UD! 2408
_If ....
Iol. HACHEY 2/24/08
....., _II. ....
lIP
I horoby cortIfy that 1hIo pion opoc~
::: ~ ~ ~ or~7r.t='" Eng_
undor 11>0 ..... of 1ho S1ala 01 _
-
T - -Mobile--
NCll1CE: THIS DRAWING tl\S NClT IIEDl P\JllUSHEO IHJ
IS 1llE sou: PROPtRlY OF T-IIOBU: - 1olN€APaJS
IWllCET IHJ IS I.fXT TO lHE BORROWER FllR lHEIR
CONFIllEIlIW. USE ON.Y, _ IN CONSlllERATlON OF
THE LlWl Of THIS DRAWING, THE BORROWER PROIIISES
IHJ AGRfiS TO RETURN IT UPON REOUEST AND AGREES
THAT IT WI.!.. NOT BE IlEI'RDIlUCED, lXlPIEIl, UHT DR
OTHERWIS[ DISPOSED OF DlRECTI.Y DR INIlIREClI.Y. NOR
USED FllR ANY PIJRPOS[ aTliER THAN WItCH IT IS
FURIISHED.
17852
-
=.. ...... WtCtWJ.. tw:HEY
MINNEAPOLIS MARKET
-
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_ru_1ID-'lIS 0110 0
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6434 MURRAY HILL ROAD
EXCELSIOR. MINNESOTA
I
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CHANHASSEN WTIMINNEWASHTA PARK
A 1 P407
ENLARGED SITE PLAN
SCALt
1& NDIID
_WINO N~
A1P407-C2
WODG. &PDATD - 'ID C II) C
CADIt n.E MO.a A1P407C2 ...
:
a I 7 I a I 5 + 4 I ;s I 2 I I
~ I EXIS11NC ~ ANTENNA AND COAXIAL CABLE REQUIREMENTS
ANTIN~ _ CIa!
,--- ~bL~- .--- ~ EXIS11NG ;sa", DR'f TUBE NO. S[ClOR llOWNTIlT ~ COI.DR CODE
FACING 120- ~ FACING 120' lYPE CONNEI:I1OH CIA.
vr-MOBILE ANTENN.\ vr-lIOIl1LE ANTENN.\ RI l;sa' 1 5/8" RED
Al RRvO-18-llOllP 0- 0-
D FACING 0- FACING 0- R.3 l;sa' 1 5/8" TRPl.E RED
..
Idl ld R4 1;sa' I 5/8" QLWlRIJPl.E RED
/ A2 RRvO-18-llOllP 0- 0-
R2 1;sa' 1 5/8" DOUIII..E RED
Yl 1;sa' 1 5/8" YD.I.OW
/ Bl RRvO-18-QODP 120' 0-
y;s 1;sa' 1 5/8" TRPl.E YD.I.OW
Y4 1;sa' 1 5/8" QlWl YD.I.OW
EXIS11NG ;sa", B2 RRvO-18-llOllP 120' 0-
/DRrTUBE Y2 1;sa' 1 5/8" IlOlaI mLOII
- BI 1;sa' 1 5/8" BlUE
fF\ Cl RRvO-18-llOllP 240- 0-
83 1;sa' 1 5/8" TRIPLE BlUE
CHANHASSEN W' I B4 1;sa' 1 5/8" QlWl BlUE
C2 RRvO-18-llOllP 240- 0-
B2 1;sa' I 5/8" IlOUIIl! aIlE
. FOR IIOR[ N'DRIlATlON REFDI TO STAHllARD DRAWING ESS.
C NOTES:
1. ANTENN.\ CABLE lDllmtS HAVE BEEN DETERIIINED BASED ON 1litSE
PlANS. CAIIl.E lDllmtS USTEIl ARE APPROXI......TE AHll ARE NOT
INTDiDEll TO BE usm FOR FAllRlCATlON. DUE 10 FElD CONllllDlS
/~ DR'f1VBE ACIUI.l. ANTENN.\ CAIIl.E lDllmtS REQUIRE!) ......Y VM'I FROW lDllmtS
TABUlATED,
:z. AU. ANlENNA/ClW( CAIll.ES TO BE COI.DR CODED AT TItRE!: (3)
IC\ ~ "\. LllCATlONS USING 1/2" WIDE PIC EI..ECTRICAL TAPE.
i A. TDP OF TOWER (ANTENN.\ LE'tElJ
W' I B. BASE OF TOWER
~ / C. AT BlS CAIlINEI' CONNECTlON POINT
I 3. ANJENWClW( CAIll.ES SHIoU. LII1UZE GROUND KITS CROlINDED ;
AT TItRE!: (3) POINTS OF TOWER ~ FDU.OWS:
~ A. TDP OF TOWER (ANTENN.\ LE'tElJ ONE END IIECHAN1CAU.Y
iii ~ /~ 1-5/8" ClW( CONNECTED TO TOWER. i
~ B. II01TDW OF TOWER, ONE END IlEI:HAHlCAU.Y CONNECTED TO
T-MOBIl.E CC\\X GROUND lIAR.
~ o!- iIO CABLE PENETRATlON C. AT BlS CAIlINET CONNECTlON POINT. I
... ... 4- ~ ClW( CAIll.ES AHll JUllPER CABLES TO BE PAINTED TO
0
0 V ......TCH EXIS11NG TANK COLDR.
$ ~ /EXIS11NG ~ 5. ANTENN.\ SECTORS ARE IlEASURED WITH TRUE NORTH ~ SHOWN ON 1HE
SITE PlAN. IolAGHEllC NORTH IS 2.5' ~ OF TRUE NORIli.
Y Y e. CAIll.ES SHIoU. BE ATTACHED ONLY TO PRlMDED IlRACKEIS AHll NEVER <II
INTERfERE WITH LAIlllEIl. STEPS OR SAFETY EQUlPllDIT.
~ ~ fD\
W' / I
T-MOBIl.E ClW(~
CABLE LADDER
IP\ FUTURE E911 ANTINNA REQUIREMENTS
'W "- I ANTENN.\ _ CIa!
EXIS11NG NO. I:, 1.DII:lH*
/== lYPE 1M. COI.DR CODE
T-~ ~\
a .~ T-IIOBILE ~ CABLE PENElRATlON 1 CPS II (58532A) - 150' 1/4. -
~~DIT 1 fE\ 2 - - - 1/2. -
A T-IIOBIl.E 8' HIGH T-MOBIl.E E811 ~ ~5_\
CPS ANTENN.\ 52 W' I 3 - - - 1/2" -
CEDAR FENCE I
(NOT CDIIPlEIELY T-IIOIlILE 8' HIGH
SHOWN FOR~ CIAAI1't) CEDAR FENCE
"- (NOT COIIPl.ETELY
SHOWN FOR ClARIlY)
& '"' \ ~ ~:~
"'s ~ LADDER TO
I CONllDlS.f.TE CEIUNG
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STEEl. IlDUARllS
T-1IOBIl.E 15. PIC (SOl. eo)
PIPES (UNDERGROUND) FOR
ClW( CABLES (2 PI.ACES)
~ EAST ELEVATION VIEW (2) T-1IOBIl.E
", STEEl. BOlIARDS EAST ELEVATION SECTION
SCALE: 3/32. - 1'-0. SCALE: 3/32. - 1'-0.
';
A
IlY ...n: ........ - ~ AP.-al .. no CO' ......... IEFIIlIIlC( _ -... CHANHASSEN WT/MINNEWASHTA PARK I
ClI( I horoby oortJIy that lhIo pion opecIficaIIon, ~
1 ,/171rA ISSUED f'OR lXlNSTRUCTXlH ~ ~ NCmCE: THIS DRAWING tw> NOT BEDl PUBUSHED AHll .oo ~ by me or under my d1rocl III A1P407
... IS THE SOLE PROPEI!TY OF T-IlOIlILE - llINNEAPOUS and I om a duly Uconood Prof.-lonol Enel..... _rr ....
2 3/15/rA owas PER CI1Y OF CIWflASSDl ~ ~ T .Mobile lWlKET N#;) IS LENT 10 'III: IlORROWER FOR THDR under 1ho .... of tho stal<o of _to. R. RUDDY 2/17/Dfj ANTENNA INFORMATION
... CXlNF1ODffi\l. US[ ONlY, AND IN CONSIDERAlION OF AND TOWER ELEVATION
J 4/17 IrA IICMll ECUIPIIEHT NIJ CIwaD FDICE tu:HT ....!:!!. ----- . . .- 'III: UWl OF THIS CRAWlNG, THE BORROWER I'ROllIS(S _rr .... I
AND AGREES 10 RETURN IT UPON REDUEST N#;) AGREES
_T IT WIll NOT BE RD'RODUCED, COPED, L.EHf OR =........ IiIOWl. tw:K:r C. IIIlLER 2/24/Dfj
- ..---- OTHERWISE DISPOSED OF DIlE!:TI.Y OR NlIREC'II.y, NOR - -.orr "" 6434 MURRAY HILL ROAD
USED FOR _ PURI'OS[ OTHER TIWl WHICH IT IS EXCELSIOR. MINNESOTA
- ..---- FIIlNISHED. II, HACHEY 2/24/Dfj I
17852
MINNEAPOIJS MARKET - .... ow lIDr _ "" sc.w: I -- IlUIIKJI I~
- ---- I,SIIllDl A1P407-A1
A ,.............-._-YDO 1100 DWO ru urDATtD - m C NO C OIllIlG......""-YDOllOO ..... ru ..... A1P407A1.DW1
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DRY RISER
<t DRYTUBE LANDING ~ <t MIDDLE LEV~ 1/r-,'-o" ~
SCIoI.[: 1/r-l'-o"
EXIS1INC IWlDRAIl
ANlU
ANGLE AlIAPItII
-/NEOPRENE PAD
(ATTICHED '10 T-MOIlIU: awe
EXIS1INC IWIDRAII.) T -lIOBIlE JIAIPfR PDIETRAllON I
CAIllES
I
EXIST1NG I
EXIS1INC IWlDRAIl lADDER
ANlU
/~TE .
I I~- ~
I
T-IIOIIII..E
ANTENIWi
FACINCl 120'
r
6 SECTION [ CONDENSATE CEILING
ICAlIl NOlIE Al SCALL: 1/2"-1'-0"
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FACING D'
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........ ,- EXIS1ING_24~
ACCESS TUBE
EXIST1NG 38"'
DRY TUBE
(3) T-1lOBIL.E 4"' PDIETRATlONS ffi
FtiR JUIIPfR CAIllES ~
EXIS'TIlG lADDER
D
T-lIOBIlE ~
IIOUNl1NC F1IAIIE (lYP)
T-lIOBIlE UNI-SIRlIT FRAIIE FOR
1/2"' JUIIPfR CAIllES (ATTACHED
TO 'lOP PlATE OF DRYIlJIlE Hl.TCH
AND TO KICK PlATE OF IWlDRAIIJ
(PRCMDED BY CONTRACTOR)
If
EXIST1NG S'-ll"'
twlDRAL
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EXIST1NG 24"'
VDIT
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T-IIOBILE ANlENIWi
FACING 12D'
.
B ANTENNA MOUNTING FRAME
Al SCALL: 1/2"-"-0-
If
If
NOTE: lHE CONTRACTOR WIU. BE REllUIRED '10 INSTAU. NEIlPRENE
PADDING AT AU. CD Sl1Jl) CDNNECTlONS AND AT AU. ontER
CONNECTIONS '10 lHE WATER 'lOWER '10 PREVENT DAIIAGE '10 lHE
EXIST1NG CllI\11NG S'lSTDL
','
A
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....
CHI(
...
IIITA&.L. IIEFDENCE 11M....
__DDaIPIXlOI
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2/17/1'
2 3/15/ft>
J 4/17/1'
MINNEAPOIJS MARKET
ISSUED FOR CONSTRUC11OH
CIwa:s PER CIIY OF CIWl~
IICMD EIlUIPIIEIlT NfJ CHoINGED FD<<:E IDlHT
-
T - -Mobile-.
4
J
2
n
T-IIOBILE awe
PENETRAllON
T-lIOBIlE awe
PDIETRAllON
EXIST1NG I."'
lADDER CAGE AND
lADDER
EXIST1NG I.",
lADDER CAGE AND
lADDER
T -IIOIlIL.E EXPANSION RINGS
FOR awe CAIllES (1I1N111U1ol
4' SPACINGS)
EXIST1NG DR'f1UBE lADDER
'10 'lOP OF 'lOWER
(12) T-~ ~
EXIST1NG 38"'
DR'f1UBE
4- DRYTUBE ~
Al SCALL: 1/2"-1'-0"
NOTE: CONTRACTOR '10 UNE OUTSIDE OF EXPANSION
RING WIIH NEIlPRENE '10 PRf.VENT RUST INSllIE THE
DR\'1UBE.
NaTICE: THIS DRAWING HAS NClT BEEN PUBUSHED AND
IS 1HE SOLE PRCPERN' OF T-llOBLE - IIIlNEAPOUS
_ET AND IS LENT TO THE BORROWER FOR lHElR
CONF1llENJW. US[ ONlY, All) IN CllIlSIDEIIAllON OF
1HE LlWI OF TIIS DRAWINC, 1HE BORROWER PROIIISES
_ AGR[[S TO REllJRN IT UPON REQUEST AND AGR[[S
DiAT IT WU NClT BE REPRODUCED. COPIED, LENT OR
OIHERWISI: DISPOSED OF D1RECllY OR lNIlIlEl:lI.y, NOR
USED FOR ANY PURPOSE D1IlER THAN WItCH IT IS
fURNISHED.
I horoby C<<III)' that lhlo plan opecIlIccIlon. or report
_ pr.po..-d by me or under mt d1roct ...peMalon
and that I '"" . !My LJeen.d ProIoooIonoI Eng_
under the .... of tho Slate of ..-.
_Ill.
-- ..,.
R. RUDDY 2/17/06
-- ....
C. IIIUDl 2/24/06
-- ..,.
II. HACHEY 2/24/06
"""'_... ....
SCIoL[ _WINO NUIIIIOI
AS tIllED A1P407-S1
CHANHASSEN WT/MINNEWASHTA PARK i ~l!l.'
A1P407
SECTIONS AND DETAILS
::=. -.... MlCtwL tw:HEY'
6434 MURRAY HIll. ROAD
EXCELSIOR, MINNESOTA
I ~
"; Ii
-
17S52
-
... ...
IIIANLIAL CMA.NQD .... - 'I'D C NO C
... n..E uPD4m -... elIDe
....... .....m - ... elIDe
CADD n.z I<<La ~4G7S1 ....
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X 3 X 1/4 POST
10'-0'
1'-B'
...
/
/ \
;~j
@ ANTENNA MOUNTING BRACKET
S 1 SCAlE: 3/4' . 1'-0"
(3 PlAC[S)
L3 X 3 X 1/4
3/B' X B" ~~
(2) T-1IOBIlE 15' p\/c
PIPE fllR COAX
~
SECTION
SCALL: 3"."
X 3 X 1/4 POST
~\
y
10
AIIlDINA
5'-0'
6
SECTION
SCALE: 3/4'.,'-0'
..\
IIlV Illn
-
...
-
01
-
01
01
..
IIITAU. 1IRIIDa::"''''
--
A...-m
Z/17/1'
2 3/15/1'
3 4/17/1'
ISSUED FllR CONSIR\JCI1OH
awas PER CIJY OF CIWfJASSDl
\IOYD) EllUIPIlEHT NlJ CIwaD FDa: tfICHT
IF
no
.
5
f.3/11' X 4' X .'
G
2) 1/2" C-D
5'IUDS
CUSSET PlAlE
3/11' X 3' X 3
C)
DETAIL
SCALE: 3".1'
:r-r
;;
'"
.
~
11'-0' GROUND ROD
o 11'-0' INCRIIlEHIS
EXISl1NG EW:KFU.
NOlES:
1. CONT1lACTOR TO RfPIACE EXCAVAlED SOIl. WITH COIIPAClED
CLASS 5 IIACKfU...
2. A IIIN111lA1 OF 4' IIUST BE IIAINTAINDl
BElWEIN THE p\/c PIPE AND THE SIDES OF THE TRDlCHES.
J. CONT1lACTOR TO DRIll. 2- HOlES IN IlClTTOII IW.F OF p\/c PIPES
AT 4'-0' INCRDIEHIS fllR WATER DRAINofoGE.
4. CONT1lACTOR TO INSTAU. "-0' GROUND ROD IN DI11RE IDlGIH OF
TRfNCH fllR p\/c PIPE AND IIUST CONNECT THIS GROUND F1E1D TO
THE GROUND RING AROUND THE B'lS EQUIPIIENT AHD AROUND THE
NEW IIONOPOLE.
4
PVC-SECTION
SCAlE: NONE
-
T - -Mobile-.
MINNEAPOLIS MARKET
4
3
o
SECTION
SCALE: 3'.,'
T-1IOIlIl.[ WATER TOWER
SlIt\'[ PENElRATION
10" PIPE
(2) T-1IOBIlE 10' p\/c WlOWS
(PRlMDED B'I' CONTRACTOR)
ffi (2) T-1IOIlIl.[
\g7 GUARD POSTS
/
/
;'
ffi TOWER BASE PENETRATION
W (2 I'IACIS) SCAlE: 1/2". I.....
II01E: T-1IOIlIl.[ '0" SCH.IIO PIPES ME.
10 BE SPACED A IIIN1I1U1l OF B' N'N{f
.' IIIN.
10" SCH. 120
PIPE I." LONG
o
SECTION
SCALL: ,-1/2'.,'-0'
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I heroby cer1Ify lI1al lhIo plan opec:1Ilc:alIon, or roc>orl.
.oo proparod by me or undor my dIroct oupontlolon
and that I am a duly I.Jcenoed Prof_I Engl.....
undor the Ian '" the SIatAl '" IIln_
NOI1CE: TIllS ORAWING HAS NOT IlEDl PUIIlJSHEO N*:J
IS TIlE SOLE PROPERlY OF T-1lOIlI.E - IlINNEAPOUS
IWll<ET AHD IS LENT TO TIlE IlOIlROWDl FtlR 1HEIR
COI*IODITW. USE OILY. NIl IN CONSIOERA11ON OF
TIlE UlAN OF 1HIS DRAWING, TIlE IlOIlROWDl PROIIISES
NIl AGREES TO REl\lRN IT UPON REQUEST AND AGREES
1HIo.T IT wu. NOT BE REPROOUCEIl. COPIED. LENT DR
OTHERWISE OISI'OSED Of DlRECll.Y OR 1N00RECI1.Y. NOR
USED FtlR IHf PURPOSE O1lIER lHoIN WHICH IT IS
FURNISHED.
-
-
-............ _ - mo 11I0
=. ....... "CHAD.. HACHEY
... ...
171152
2
(2) 1/2" C-D
S11JDS
L3 X 3 X 1/4
o
C)
DETAIL
SCALL: 3'.1'
C) TOWER BASE PEN~~~~~ I.....
NOTE: TIlE CON1RACTCR WILL BE REllUIRED TO INSTAU. NEOPRENE
PADDING AT AU. CD STUD CDNNECllONS AND AT AU. OlHER
CDNNECllONS TO THE WATER TOWER TO PREVENT IWoWlE TO THE
EXISTING CDAllNG SYSlEII.
__
-or ....
R.RUllOY 2/17/08
-or ....
C. 1I1LI.ER 2/24/08
-or ....
II. HACHEY 2/24/08
0&Dr _IL ....
II
!
10" SCH. 120
PIPE I B' LONG
!
i _
I
~
!
h
It
~ II
CHANHASSEN WT/MINNEWASHTA PARK
A 1 P407
SECTION & DETAILS
6434 MURRAY HILL ROAD
EXCELSIOR, MINNESOTA
sc.w:
AS I<<J1Il)
DllAWINlI NUWIOl
A1P407"S2
_ ru .....111I - \'IS 0 III 0
CADIt IU NO.1 ~407'U .DWI
MODEL WDATD - 1'D C NO D
1 I 7 I I I 5 ... 4 I 5 I Z I I
II
= ~
a V
~
. ~~
D ....
1/2" JU\lP[R ~ EXISTING CONllENSAlE
srAI.\ CABLE BOOT f'OR srN..\ ./"i CEIUNG,
(4) I/Z" CCI\X CAIlI.ES 7 BEVn. PlAlE
WEUl/, 3/10 V (MICROfl.a:T fBI53Jo\) WEUl/, 3/10 V '-~ ~ IS SHOWN
J~ 1/Z"xI2"xI0"
~ L It uC WAnR TANK ~ ~ 10"' SCHEDULE ao
Z__~H PIPE (ClIT IN HALf)
[( I ) ..
-
N'f'lY S1KA rux 11/ 4"' 0.0. SCH 4D SEAlANT (lo PRE.VDIT RUST)
SEAlANT (lo PRE.VDIT RUST) PIPE X 4 NOTE: \..
CONTRACTOR TO f'ORll KICK PlAlE USING
I 5/0" CCI\X CABLE miD"' SCHEDUIL ao PIPE AND 3/0" !
~ r STOCK IS SHOWN IN SECl10N A. AFTER I I
NOTE: FABRICATION, TK: KICK PlAlE WIll BE waDED 12" II ~
ONlY ONE 1/2" JUMPER CABLE IS BEING INTO THE CONllESAlE CEIUNG PlAlE IS SHOWN
SHOWN f'OR ClARIlY. IN DETAIl. I.
a 4> ~ 'J CD
@ DETAIL SECTION SECTION DETAIL
SCAU: _ (3 PlACES) SCAU: _ SCAU: _ SCAU: _
: (5 PlACES)
C
:
=
a
~
f GUNlO PDST
a
i
I
:'II
~
LOW CAAIlON srm
CD STUD (TYP) I
..!:::"\
r Itr
A32l1 5/0"' ~
IIOLT(TYP) /
/
~ WAnR -,
jL2x2x1/4x2" lDNC
(TYP)
NEOPRENE PAD (REQUIRED AT
AU. CD STUD CONNEClIONS)
...... I -:i
~ 1 ~ J-L2x2x1/4XB" lDNC
"l 5rANll-OFl' (TYP)
-(T r:r~
- 0000000000000000000000
~
.-
!~
~1-
~1ANCU: HORIZONTAl.
SHOWN TYPICAl.
(CAN BE USED ON
. ANCU: DI\GOIW.S)
L2x2x1/4xll" lDNC
5rANll-OFl' (TYP) -
L2x2x1/4x2" lDNC 1\ -
(TYP) I \
A
I'
.......- :"'VEGUlDE LADOER
Y
;.,
I / lO" SCHEIlUI..E 4D
GALVANIZED PIPE
I F1U!D WITH CONCRDE
! r FWISH GRADE
.~ 311: 1131E
~'I,t~~1
II ~ rr
I r ~CONCRm
II r......- 2000 PSI MIN
~... COllP SlRENGTH
~
1-T,,-O"
s
!
~
\..J
v
~
~
.
B
~ ~
Itr 'UOOOOOOOOI Lr
f-----.
~
~ 090000000\
wIG 5rANllOFF ~ ~ ~
Abon1oNAL 0 UNES P[R LADOER
-01
LOW CNlIlON STEE1. -- ~
CD STUD
_ A32lI 5/8"'
/ BOLT
-
.
....:.
..~
YT
':.,-;.,
a
.r- BOLT ASSEIlIll.y,
~ V 5/8 X 0 1/2 A32lI
~ ~~o'~12)
I-WAVEGUIOE
LADOER RAIl.
IA
I'
.
-10000000000000000000000
:
I
rllOlT, 3/1 X I 1/2
/' wi NUT AND ucw (rn>)
6
SECTION
SCAU: _
18\ STEEL GUARD POST DETAIL
\8/ (2 PlACES) SCo\l.E: 1/2".,'-0"
-
<t>
"- WIG SUPPORT PlAlE
(SABRE f388a57)
CABLE LADDER
. SCALI: _
- -
NOTE:
IlAXIIIUM SPACING Of' LADOER CUPS
UP THE TOWER TO BE lD'-o"
i'-SPUCE PlAlE
- - (SABRE f3aDll14)
s
~
I
I
o
SECTION
NOTE: THE CONTRACTOR WIll BE REQUIRED TO 1NsrAU. NE~E
PADDING AT AU. CD STUD CONNEClIONS AND AT AU. OTHER
CONNEClIONS TO THE WAnR TOWER TO PREVENT twWlE TO THE
EXISTING CQl.TING SYSTDI.
SCALI: NONE
. ,
A
1 2/11~ ISSUED f'OR CDHSIRUC1IOH
2 3/~ CHANGES PER CIlY Of' ~
3 4/11~ IllMD ECUll'llOO Nil) CtwaD FDlCE tmlT
~-
7~
~~
f-!'!!. ______
I- ____
I- ____
I- ___
IF
".
DP INSTALL ID'DIDICl IlIA....
... ...
-...
_or ..'"
R. RUDDY 2/17/08
_or ..'"
C. MIllER 2/24/00
_or ..'"
M. HACHEY 2/24/08
aar_M. ..'"
CHANHASSEN WT/MINNEWASHTA PARK
A1P407
SECTIONS AND DETAILS
I!
I~
I I
I ~
...
lEY 0411 IIEYIIIDN DDCIPrDI
-
T - -Mobile--
NDT1CE: THIS DRAWING HAS NOT BEEN PUIllJSHED AND
IS THE sou: PROPER1Y Of' T-WOIlLE - 1I1NNEN'OUS
IIAAKET AND IS WIT TO lH[ BORROWER FOR THElR
CDNFlOENTW. USE ON-Y. _ .. CONSIllERAllON Of'
lIlE l.llAN OF lHIS DRAWING, THE BORROWER PROIIISES
NIl AGREES TO RElURN IT UPON REOUEST AND AGREES
lW.T IT WI.L NOT BE REPRODlJCEIl. COPIED. WIT DR
ll1llERWIS[ DISPOSED Of' llIREcn.Y OR INDlREClLY. NOR
USED f'OR ANY PURPOSE OlllER 1IWl WHICH IT IS
FURNISHED.
I honlby ~ that lhlo plan _1IIc:alJon, or ~
wao _rod by /nO or undo, "'I cl1rwc:l oupoMolon
and that I am a duly Uc.nood Profooolanal Engl_,
under the _ al tho SIalo al llInnooa1a.
-
:,-......DWl. ~
MINNEAPOLIS MARKET
A
-
17M2
6434 MURRAY HILL ROAD
EXCELSIOR. MINNESOTA
SCALE I D....WING NUlIIIDt
/IS lIlTED I A 1 P407-S3
I~
I ......... ....... ..... - \'IS 0 lOll 0
DWD ru WDAlID - 'I'D C tel C
IlllIlD. .....= - \'IS 0 lOll 0
CADO FU NO.1 A1P'407S3 .IIWII
..
~
~
~
;
~
I
8
I
7
5
I
I
I
=
PAINTING & PAINTING REPAIR GUIDELINE
FOR
ANTENNA INSTALLATIONS ON WATER TOWERS
,
D
PAlNTlNG OF ALL EXTERIOR ITEMS AND REPAIRING OF ALL lWoIAGED INTERIOR COATINGS WILL BE REQUIRED.
EXTERIOR SURFACE SPOT REPAIR ANO RE-COATING:
-
I. UNDER nt: DIREl:11ON OF lItE ENClNEER. SPOT IlD'AlR lItE EXTERIOR WHERE lItE COATtIC HAS BEDI c.o.w.G[D BY STRUCTURAL
IlD'AIRS AHD IIOllIflCo\TlONS, 10 ~ SSPC-SP-tI COIIIlERCW. BlAST CI.ENl. THIS WORK INCWDES AU. NEW rtDIS ~D AT llIHfR
NIDS lIoIIIAGEIl BY STRUClURAL IlD'AIRS DR IIOllIFICATlONS, AHD DDES INCLUDE EXTERIOR COAX CAIll!S. FU.THER EDGES OF EXIST1NG
COAllNG. AT SPOT IIIAS1ED NIDS. USING SSPC-SP-3 POWEll TDOI. ClEANING IIETHDDS.
2. SPOT PRlIIE AHD FINISH COAT IlD'AlRED NIDS I>S SPEClfIEIl BY lINlUFAClURER.
lItE COATtIC S'\'SIDI SHAll. .....TCH lItE EXIST1NG COAllNG TNENEC COATING S'\'SIDI ON lItE TOWER. THE EXTERIOR PRlIIER SIW.L BE
TNENEC II-H2O HI'DRO-ZINC (GRfDjISH GREl) AT 2.D-3.D lIIlS OFT. THE OFT OF nt: PRlIIER AT AIf( 1NllMDUAl. SPOT llEASURElIENT
I.CCAllON SIWl. BE 2.0 lIILS lIINlllUll. INlDllIEllIATE COAT SIWl. BE TNENEC SERIES lIB (WHITE) AT 2.0-4.0 OFT. lItE OFT OF lItE
INTERIIEDIATE COAT AT AIf( 1NOMDUAl. SPOT llEASUREl1ENT I.CCAllON SIW.L BE 2.0 IIIlS IIIN1l1Ul1. EXTERIOR F1NlSll COAT SIW.L BE
TNENEC SERIES 73 (SPRING WATER) 2.0-4.0 lIILS OFT. lItE EXTERIOR NIDS PAINTED AI.SO REQU1RE A TNEIIEC SERIES 7t1 ENDlJRA-a.EAR
APPUED AT 1.0-2.0 OFT. lItE TOTAL DRY F1UI THICKNESS OF THIS SYSTElI SIW.L BE 7.0 l/IlS lIlNlIUlI-13.0 l/IlS WIIH ~ AVfJlN:F. OF
8,0 l/IlS OFT. lItE l/INllIUlI DRY F1UI THICKNESS OF lItE COAllNG AT AIf( INDMllUAL SPOT I.CCATlON SIWl. BE 7.0 lIIlS. EXTERIOR COLOR
APPUED II 2D02 WAS TNEIIEC SERIES 73 (2881. SPRING WATER).
3. EXTERIOR COAllNC SIWl. BE BY BRUSH AHD ROlllR ONLY.
4. BEfDRE AIf( PRIlIER DR COATtIC IS APPUED. IIETAL SURFACES SIW.L BE COlIPlLID.Y DRY, DUST FREE. INSPECTEO ~D APPRCNED BY lItE
ENClNEER.
5, NO COAllNC SIWl. BE PERl/lTTED WHEN THE RnAllVE HUl/IDI1Y IS EXPECTED 10 EXCEED 85ll: DR TElIPERAlURE IS EXPECTED 10 CROP BELOW
40 llEGR[IS WI1HIN 8 HOURS N1ER lItE APPUCATlON OF TIlE COATING. PROCEED WIIH SURFACE PIlD'ARAllON AHD COAllNG APPUCATlON ONLY
WHEN AIR ~O SURfACE TEllPERAlURES ARE _ THE MANUFACTURER'S RECOlIlIENDED lIINll1Ul1 SURfACE TEllPERAlURE II DECREES F AND
BELOW I DO llEGR[IS F. ~D SURFACE TEllPERAlURE IS AT LEAST 5 0EIlREES _ WET IlUUI AIR TElIPERAlURE READING. COAllNG SIW.L NOT
BE APPUED 10 1lUSIY, WET, DR llAlIP SURFACES, ~D SHALL NOT BE APPUED II RAIN. SNOW, F'DC, DR IIIST. F WORKING CONOIT1ONS ARE
llUESTIONo\Ill. lItE ENClNEIR SIWl. l/AKE lItE OECISION AND lItE CONllIAC'lDIl SIWl. EXCEPT lItE ENGINEEJfS INTERPRETATlON I>S F1IW. AND
BINDING.
tI. PRIlIE COAT lIUST BE APPUED WI1HIN 8 HOURS OF MJRASNE IlI.ASl1NG.
7. ANlt}iIW;, EXTERIOR COAX CAIUS AHD EXTERIOR JUl/PER CAIUS 10 BE PAINTED 10 .....TCH EXIST1NG TANK COLOR. AU. rtDIS ATTACHED OIRECTlY
10 lItE TANK. SUCH I>S lIDUNI1NG BRN::KETS AHD SUPPORTS. SHOUlD BE PAINTED 10 .....TCH EXIST1NG TANK COAllNG SYSTElI AND COLOR. CAIUS
SHOUUl BE SURFACE PIlD'ARED PER PRODUCT RECOlIlIENtIATlONS PRIDR 10 COATING. lItE COAX CAIUS SHOUlD BE PRlIIED WIIH ~ X-l-lI
COAXlAL CABlE BONDER AHD PRIIIER SEAIDl. F1NlSll COAT lItE CAIUS WIIH THE EXTERIOR FINISH COAT SPECIf1ED.
tI. F GALVAIIZED .....TERIALS USED, nt: GALVANIZED SURFACES lIUST BE SOLVENT WIPED AND BRUSH-1IIAS1ED PRIDR 10 COATING.
.
,
c
=
=
.
~
INTERIOR SPOT REPAIR AND RE-COATING:
8
I. SPOT BlAST lItE IlTERIDR WET AREA OF THE T~K AT I.CCATJDNS lWoWlED DURING INSTALlATlON OF ~NA SUPPDRT BRACKETS AND PENETRATlONS
THROUGH TDWER. 10 ~ SSPC-SP-IO NEAR WHITE lIETAL BlAST. FU.THER EDGES OF EXISTING COAnNG, AT SPOT IIIAS1ED AREAS, USING SSPC-SP-3
POWEll TDOl CI.ENlING IIETHDDS.
2. THE COAllNG S'\'SIDI SIW.L .....TCH lItE EXlSnNG COAnNC SYSTElI ON lItE TANK. lItE COAllNC APPUED II 2002 WAS lINWFACIURED BY TNEIIEC.
THE INTERlDR PRIlIER SIWl. BE TNEIIEC II-H2O IlYDR-ZINC (CREDlISH GREY) AT 2.1>-3,0 lIIlS OFT. lItE OFT OF THE PRlIIER AT AIf( INDMllUAL
SPOT llEASUREIIENT I.CCAllON SIWl. BE 2.0 IIILS IIlN1l1U11. THE IlTERlIEDlATE COAT SIWl. BE TNEIIEC SERIES lIB (WHITE) AT 2.0-4.0 IIIlS OFT.
THE OFT OF THE IlTERlIEDIATE COAT AT AIf( INDIIIIDlJAL SPOT I.CCAllON SIWl. BE 2.0 lIIlS \llNllllAI. IlTERIOR F1NISH COAT SIWl. BE TNEIIEC
SERIES lIB (TANK WHIT!) APPlIED AT 4.l>-tl.0 lIIlS OFT. THE OFT OF THE f1NISIl COAT AT AIf( INDMllUAL SPOT llEAS\JRE11ENT I.CCAllON SIWl. BE
2.0 IIIlS l/INIlIUlI. THE TOTAL DRY F1UI THICKNESS OF THIS SYSTElI SIWl. BE 8.0 illS IINIlIUlI-I2.0 IIILS WITH ~ AVfJlN:F. OF 10.0 lIlIS. nt:
IIIN1l1Ul1 DRY F1UI THICKNESS OF THE COAllNG AT AIf( INDMOUAL SPOT I.CCATlON SHAll. BE 8.0 lIIlS. COLOR SIW.L .....TCH lItE EXIST1NG COLOR
(15Bl T~K WHI1E).
3, APPlY BY BRUSH (I) ADllIIXlNAL COAT OF PRIIIER 10 INSURE A UN1f'DRlI COAT OF PRlIIER THClROUGIt.Y WORKED lITO AND AROUNO AU. SEAl/S, WEl.DS,
BOlT ASSElIIlUES, PlATE 0YER1AP SEAl/S, ~D llIHfR IRRECUlARIl1ES IN lItE SURFACE.
NO WEllllNG OVER COATED STm. SURFACES IS PERlIISSIIllL TIlE CONllIAC'lDIl IS RESPONSIBlE 10 ADEQUATaY RElIOI/E AU. COATINGS BEfDRE WEllllNG.
AU. AREI>S THAT REOUIRE WEI.IlING ARE 10 BE MJRASNE BlASIEO DR GROUND BEfDRE AIf( WEllllNG IS STARTED.
-
, ,
A
IlV DAlt --
I 2/17/'A ISSUED FOR CONSIRUCI1ON
2 3/151!1> CIW<<lES PER CIN OF ClWfWiSDl
J 4/17/'A lICMD EQUIPlIEIIT ~ ctWiCED FtNCE HllGHT
~ -.D IF
7~
~~
f..!:!!. ...---
I- ...---
r- ...---
r- _____
'"
OP .....AL1...-...a: DIA_
- T - -Mobile-.
MINNEAPOLIS MARKET
A
..
04
2
I
3
I
I
II
TOWER ATTACHMENT NOTES
I. WHEN WEIlllNG 10 TOWER. USING CAPACIItlR DISCIWlGE IIETHOD, CONllIAC'lDIl 10 PREPARE SURFACE OF TOWER 10 BE CONSISTENT
WITH THOSE USED IN QUAIJ\Y TOWER IlD'AINT WORK. CONllIAC'lDIl 10 TDlJCH UP WITH ONE COAT OF PRlIIER ~ TWO COAlS OF
TNEIIIC SERIES lIB (DR SERIES 73) PAINT.
2. IN PIlD'ARAllON FOR ATTACHING A CAPACIItlR DISCIWlCE STUD 10 THE SURFACE OF THE WATER TDWER. THE CllIITRACTDR. WHEN
CRlNOINC THE SPOT WHERE THE STUD WIlL BE ATTACHED, SIWl. PROTECT THE AREA OUTSIDE OF THE CRINDlNG SPOT FROlI HOT
SPLJNTEIl.
3. THE CONllIAC'lDIl IS 10 USE A WATER l1CHT SEAlANT AROUND EACH BASE PlATE FOR APrS ~ IIOUNTING
BRN::KETS 10 PREVENT WATER FROlI CETTINC BE1WEIN lItE BASE PLATE ~ lItE SURFACE OF THE TANK.
4. lItE CONllIAC'lDIl IS 10 USE SP.ICERS/WASHERS WHEN ATTACHING lItE BASE PlATES 10 lItE SURFACE OF lItE TOWER SO
THAT lItE PlATES DO NOT BEND 10 THE CURVAlURE OF lItE TANK WHEN l1CHTENINC THE NUTS ON THE CO STUDS.
5. FOR lIDRE INf'DRlIAllON ON lItE CAPACIItlR 0ISCIWlCE STUD WElJllNG PROCEDURE REFER 10 THE SPECIfICATlONS PROWlED BY SEll lie.
(CAPACIItlR DISCIWlCE STUD WD.DING, SECTION 05082).
8. lItE CON11lACTDR SIWl. USE lItE SAllE PROCEDURE OF SURFACE PREPARATlON THAT IS USED II THE CAPACITDR DISCIWlCE IIETHOD
10 IlD'AIR AIf( AFFECIDl NIDS OF THE WATER TOWER DUE 10 THE IlSTALlAllON OF ~ ~ COAX CAlJIES. SEE NOTE I (N1CNE).
7. 10 PREVENT N;NHST CORROSION AND RUST AU. IIISCWAN[l)lJS lIETAL ~ lIDUNI1NG IlIW:KET I>SSEIIBlIES AND COAX CABlE
ATTACHlIENTS ARE 10 BE HOT DIPPED GALVANIZED DR STAINlESS SlED..
B. .....TERIAL DIRECTLY ATTACHED 10 TANK SURFACE 10 BE SNlDlllAS1ED (SP-B SURFACE PREPARAnON), PRlIIED AHD PAINTED PRIDR 10
INSTALlAllON (SEE NOTE I).
!
I
i
I
foil
S
!
,-
-.... CHANHASSEN WT/MINNEWASHTA PARK I
I horwby ...tIfy thai thIo plan opecIIIcaIIan, or '-'
NOTICE: 1115 0RAWlNG HAS NOT IIEIN PIJIlUSHEl) ~ :: ~ ~ ,:~orU:%.=":r~ A 1 P407 ..
-- ..,. o:l
IS THE sou: PRDPflm' OF T-lIOIlI.E - 1IINNrAPOUS ..
WARlCET ~ IS LENT 10 THE BORROWER FOR THEIR under tho Icrn of tho SIaIa of ....- 2/17/D5 PAINTING AND PAINTING REPAIR D
CONF1DENIW. USE ONLY. _ 1/ CONSIlERATlON OF R. RUDDY 0
THE UlAN OF 1115 ORAWlNG, THE IlORROWER PROWlSES -- ..,. GUIDELINES I 0
_ AGREES 10 REIURN IT UPON REQUEST ~ AGREES
_T IT wu. NOT BE REPROOUCED. COPIED. LENT OR =......... liICHAEl. HACHE'( C. IIIllER 2/24/Dt1 I
OTHERWISE llISPO&D OF OtRECl\.Y OR INIlIRECIlY, NDR - -- ..,. 6434 MURRAY HILL ROAD
USED FOR Nit PURPOSI: DlIlER llWl WtICH IT IS EXCELSIOR. MINNESOTA
FURNISHED. II. IW:HEY 2/24/Dt1 I
- ... .... 171152 I
...,., -... ..,. SCoW: IIlIlAWIHO - I~
IS IIlItD A 1 P407-S4
I ......... ....... ..... - 1D 0 1100 _ FU ....."" - 1D 0 110 0 ..xn. WDl:rD - 'rD 0 lID D """" .... .... A1P407S4 .DW8
~
I
7
NEW UTlUTY SERVICE
=
ONE - UNE DIAGRAM
STANDARD (240V)
.
D
FROIot
EXIST1NG
(3) 3/0 AWe IN 2. p,<C CONDUIT sn.ow
GAAot OR CONDUCTORS AND CONDUIT PER
lIl1UIY REllUIRDIOOS
(3) 3/0 AWe COPPEIl CONDUCTORS
(3) 3/0 AWe COPPEIl CONDUCTORS
~
.
(3) '1 AWe
=
C
=
=
=
$
~
;
i
I
WIRING DIAGRAM
FROIot
EXIST1NG
.
W/
3/0 AWe
.
B
.
a
.
GROUND PER NEe
AND LOCAl.
REIlUIREIIENlS
=
10 GND. ROD
=
GND. BUS
GND. BUS
HQItS;.
1. CONTRACTOR 10 COOROINAl!: AND VERIFY lIl1UIY
POWEll REllUIRDIOOS WITH lII1UIY PRIOR
10 I>Hf CONSTRUC'I1ON WORK. SEE: DRAWING T1
fOR lIl1UIY AND m..co INFtlRIIAllON.
-', 2. All. EllUlPIIENT AND .....lDlW. fURNISHED AND
1NSTAlJ.Ell BY COHlllAClOR. UNLLSS NOTED
, , 0lliERWISE.
A
lEY DilTE IEVIIIDN DIJCIIITIDN
APPIDVID
2/17~ ISSUED FOR CONS1RUCI1OH
2 3/1~ CHoINC[S PER CIIY Of CIWlHol.SSDl
3 4/17~ IKMIl EDUPWEIIT AND CIWiGEIl FDa IDlI!f
1
~
2
3
5
EllC'I1lICAl NOTES:
1. ~ ANn:NNA COAX GROUNDING S't'SlDI DETAIl
(rrPE 2) ON STANlWlD-E2S.
2. CONNECT COAX GROUND I<ITS 10 IIASTER GROUND
BUS AT B/TOWDl.
3. CONNECT COAX GROUND I<ITS 10 GROUND
BUS AT T/TOWDl.
4. CONNECT Lw. GROUND 10 GROUND BUS AT
T/TOWDl.
5. All. GROUNDING CONNEC1lONS 10 BE \lADE USING
EXll1HEIMC WWl PROCESS UNl.ESS OlliERWISE
APPRrNEJJ BY DESIGNER.
I. fOR CROUNDING OF EllUIPIIENT SUPPORT STm..
ICE BRIDGE/CANOPY AND WAVEGUIDE BRIDGE, ~
APPI.JCAIllL PORIXlN OF DETAIl lYPE 2. STANllARD
llWG. E2S.
7. E1.EC11llCAl. CONTRACTOR 10 PUll BONDING
JUIlPER . PURCELL. ONLY IF DISCONNECT GROUND
IS nED 10 CROUND F1ELD INSTEAD Of SEPEIlAl!:
CROUND ROD.
I
I
I
I
I
L________________________
LNA (rIP)
4/0 AWe
BARE
'2 A'tIC
INSUL
T-1IOIIIl.E WDlXlDl OR STEE:L RACK fOR~3
ELECTRIC IIETE7l w/DISCONNECT
(PROYIllEIl BY CONTRACTOR)
CND BAR
. ET2
POWER &. GROUNDING PLAN
SCALE: 3/1.-1'-0.
..
FN
DP IISTALL IEFDDICI aIA_
-
T - -Mobile-.
NOIlCE: lHlS DRAWING HAS NOT IlEIN PUIlUSHED AND
IS lHE sou: PROPERlY Of' T-IIOIIU - IlINNEAPOUS
IWlICET AND IS LENT 10 TIlE IlORROWER FOR lHEIR
CON:IllENTW. USE ONLY, AND IN CONSIlEllATlON OF
TIlE lu.N OF lHIS llIW/lNC, lHE BORROWER PROIIlS[S
AND AGREES 10 RElURN IT UPON REIlUEST AND AGREES
_T IT WI.1. NOT BE RD'ROllUC[I), COPIED, LENT OR
DlHERWlSE DISPOSED OF DIRECTl.Y OR INDIRECTLY, NOR
USED FOR I>Hf PURPOSE 0lHER TIWl WItCH IT IS
FIJRNlSHEIl.
CHANHASSEN WT/MINNEWASHTA PARK
A 1 P407
POWER AND GROUNDING PLAN
6434 MURRAY HILL ROAD
EXCELSIOR, MINNESOTA
MINNEAPOLIS MARKET
SCALE
AS IIll!ll
DlAWINCl NIJIII[Jl
A1P407-E1
_ ClIAIIlID _ - 1D C III C
DWQfUlI'IlI.1IIl-YESCIIlC
MDIlIl. LPDAlID - 'I'D C NO C
CADD ru: 11IO..I AtP407D .DWD
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