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DRAWING INDEX REV. DIRECTIONS PROJECT INFORMATION ��
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AVENUE TO WATER TOWER ON THE LEFT. SCOPE OF WORK: A PROPOSED UNMANNED TELECOMMUNICATIONS FACIUTY CONSISTING OF
MPLSMN1190A-T01 TITLE SHEET � INSTALLING ANTENNAS ON AN EXISTING WATER TOWER AND THE PLACEMENT
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MPLSMN1190A-001 SITE PLAN � VICINITY MAP
SITE ADDRESS: 2345 BLAINE AVE
MPLSMN1190A-0O2 ELEVATION VIEW 1 oRorvo, MN 55391
PROPERTY OWNER: CITY OF ORONO
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MPLSMN1190A-E03 GROUNDING DETAILS 1 LATITUDE: 44'56'08.6" NORTH (NAD a3)
LONGITUDE: 93'36'S3.0" WES7 (NAD 83)
�; ELEVATION: 1015' AMSL (NAVD 88) g
_ MPLSMN1190A-E04 GROUNDING DETAILS 1 ���� ����
JURISDICTION: CITY OF ORONO
MPLSMN1190A-E05 E911 ANTENNA DETAIL&SCHEMATIC 1 PROPERTY TAX I.D. No: 17-11723-34-0011
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i a MPLSMN1190A-OOy RF DATA SHEET y �SII�E �
� �-� PROPOSED USE: TELECOMMUNICATIONS FACILITY
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;; ' LAKE MINNETONKA
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GENERAL NOTES: GENERAL NOTES: STRUCTURAL STEE� NOTES: CONCRETE AND REINFORCING STEEL NOTES:
1 FOR THE PURPOSE OF CONSTRUCTION DRAWIPlG, THE FOLLOWING DEFINITIONS SHALL APPIY: � ALL STEEL WORK SHAIL 8E PAINTED IN ACCORDANCE WIiH THE PROJECT ;
1. THIS PROPOSAL IS FOR AN UNMANNED TELECOMMUNICATIONS FACILITY CONTRACTOR - BUI�D CONTRACTOR 1. ALL CONCRETE WORK SHALL E3E IN ACCORDANCE WITH TNE ACI 301, ACI
CONSISTING OF A MONOPOIE WITH ANTENNAS AND THE PLACEMENT OF SU�COPlTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) SPECIFICATIONS AND IN ACCORUANCE WITH ASTM A36 UNLESS OTHERWISE 318, ACI 336, ASiM A184, ASTM A185 AND THE DESIGN AND CONSTRUCTION �
FQUIf'MENT AT THE TOWER BASE. OWNER - CIPlGUT AR WIRELESS NOTED. SPECIFICATION FOR CAST-IN-PLACE CONCREiE �
2. ALl WEIDING SHALL BE PERFORMED USWG E70XX EIECTRODES AND Z. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF
p, THE PROPOSED FACIUTY WILI BE UNMANNED AND DOES NOT REQUIkE 2 ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON TFIE DRAVlINGS ANU PROJFCT WELDING SHALL CONFORM TO AISC AND AWS Di.l. WHERE FILLET WELD q000 P5� Ai 28 DAYS, UNL�SS NOTED OTHERWISE
POTABIE WATER OR SEWER SERVICE. SPECIFICATIONS. SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN
3. THE PROPOSED FACILITY IS UNMANNED AND IS NOi FOR HUMAN HABITAT. 3. DRAWINGS PROv�OED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOw OUTUNE THE AISC "MANUAI. OF STfFI_ CONSTRUC7ION". PAINTED SURFACES 3. REINfORCwG STEEL SHALL CONFORM TO AS7M A 6i5, GRADE 60, DEFORMED �
(NO HAND;CAP ACCESS IS REQUIRED). SHALL BE TOUCHEO UP UNLESS NOTED OTHERWISE. WELDED WIRE FAC3RIC SHALL CONFORU TO ASTM
ONLY.
3 BOLTED CONNECTIONS SHA�L BE ASTM A325 BEARWG TYPE (3/4"d) A 185 WELDED STEEL WIRE FABRIC UNLESS NOT[D OTHEI:WISE SPLICES
4. OCCUPANCY IS LIMITEO TO PERIODIC MAINTENANCE AND INSPECTION, q, ALL MATERIALS FURNISHED AND INSTALLED SHALI BE IN STRICT ACCOROANCF WITH Al.l. SHALL BE CLASS ��E3�� AND ALL HOOKS SHALL BE STANDARp, UNO.
APPROXIMATEIY 2 TIMES PER MONTH, BY AT&T TECHNICIANS. APPLICABLE CODFS, RFGULATIONS, AND ORD!NANCES. SUBCONTRACTOR SHAI.L ISSUE ALL CONNECTIONS AND SHALL HAVE N:INIMUM OF TWO BOLTS UNLESS NOTEO
APPROPRIATE NOTICES ANO COMPLY WITH ALL LAWS, ORDINANCES, P.ULES, REGULATIONS, AND �THERWISE. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR
5, NO NOISE, SMOK[, DUST OR ODOR Wll.� RESULT FROM THIS PROPOSAL. LAWfUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING iHE PERfORMAIJCE OF THE WORK. REINFORCING ST�E� UNLESS SHOWN OTHERWISE ON DRAWINGS
4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8�� DIA
6. OUTDOOR STORAGE AND SOUO WASTE CONTAWERS ARE NOT PROPOSED. g. ALL WORK CARRIEO OUT SHALL COMPLY WITH ALL APPLICABLE �4UNICiPAL AND UTIUT`( ASTM A 307 BOLTS UNLESS NOiED OTHERWISE
COMPANY SPECIFICATIONS F�IJD LOCAL JURISDICTIONAL COOES, ORDINANCES AND APPLICABLE CONCRFTF CAST AGAINST fARTH......_3 IN.
7. ALL �AAiERIAL SHALL BE FURNISHED AND WORK SHALLBE PERFORMED IN REGULATIONS. 5. WSTALLATION OF CONCktIE EXPAtJ510N/WEDGE ANCHOR, SHALL BE PER CONCRETE EXPOSED TO EARTH OR WEATHER:
ACCOROANCE WITH THF PROJECT SPECIFICATIONS. MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR �� AND L�RGER
BOLT, OOWEL OR ROD SHnLL CONfORM TO MANUFACTURER'S Z I�
6. UNIESS NOTED OTHERWISE, THE WOKK SHALL INCLUUE FURNiSHiNG MkTERIALS, EQUIPMENT, RECOMMENDATION FOR EMBEDMENT OEPTH OR AS SHOWN ON THE S AND SMALLER & WWF.,.,,....1 1/2 IN.
8. SUBCONTRACTOR SHALL BE RESPONSBLE FOR REPAIRING ANY DAMAGE APPURTEIJANCES, AND LABOR NECESSARY TO COPAPLETE ALL INSTAILATIONS AS INDICATED ON CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT
CAUSED BY THE CONSTRUCTION OPERATION. THE DRAWINGS. DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGWEERING CAST ACAINST THE GROUND:
APPROVAL WHEN DRILUNG HOLES IN CONCRETE. SPECIAL INSPFCTIONS,
9. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND 7, THE SUBCONTRACiOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH RFOUIRED BY GOVERNING CODES, SHALI. BE PERFORMED IN ORDER TO SLAB AND WALL ........ ..............3/4 IN.
INSPECTION REQUIRED FOR CONSTRUCTION. MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. BFAMS AND COLUMNS......._......1 1/2 IN. ��
10. SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON g. IF THE SPECIFIED EQUIPMENT CANNOT OE INSTALLEO AS SHOWN ON THESE DRAWINGS, THE 5. A CHAMFER 3/4" SHALL BE PROVIDED AT A�L EXPOSED EDGES OF
CONCRETE, UNO, IN ACCORUANCE WITH ACI 301 SECTION 4.2.4.
A DAILY BASIS. SU[3CONTRACTOR SHA�L PROPOSE AN ALTERNAiIVE INSTALLATION SPACE FOR APPROVA� BY ',
THE CONTRACTOR. STRUCTURAL STEE� NOTES 301
1 1. WFORMATION SHOWN ON THESE ORAWINGS WAS OBTAINED FROM SITE VISITS SO� 6. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER
AND DRAWINGS PROVIDED BY THE SITE OWNER. SUBCONTRACTOR SHALL g. THE SUBCONTRACTOR SHALL PROTECf EXISTING IMPROvEMENTS, PAVEMENTS, CUR[3S, MANUFACTURER'S WRITTEN RECOMMENDEO PROCEDURE. THE ANCHOR BOLT,
NOTIFY BECHTEL OF ANY DISCREPANCIES PRIOR TO ORDERWG MATERIAL OR �ANDSCAPING ANO STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRFO AT DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION fOR
PROCEEO�NG WITH CONSTRUCTION. SUBCONTRACTOR�S EXPENSE TO THE SATISFACIION OF OWNER. EMBEDMEN7 DEPTH OR AS SHOWN ON THE DRAWINCS NO REBAR SHALL BE �
CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILUNG HOLES IN
12. NO WHITE STROBIC LIGHTS ARE PERMITTED, LIGHTING, IF REQUIRED, WILL �p_ THE SUBCONTRACTOR SHALI CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONCRETE. EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET/REDHEAD OR
MEET FAA STANDARDS AND REQUIREMENTS. CONSTRUCTION. APPROVED EQUAL, UNLESS NOTEU OTHERWISE. SP[CIAL INSPECTIONS, WHEN
REQUIRED BY GOVFRNING CO�ES, SHALI BE PERFORMED IN ORDER TO
13. SUBCONTRACTOR SHALL CALI GOPHER STATE ONE FOR MARKOUT PRIOR TO 11. ALL EXISTING ACTIVE SEWER, WATER, GAS, [LECTRIC, AND OTHER UTIUTIES WHERE MAWTAIN MANUFACTUkER'S MAXIMUtd ALLOWABLE LOADS.
CONSTRUCTION. [NCOUNTERED W THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIREO
14. ALL MAiERIAL SHALI BE FURNISHED AND WORK SIiALL E3E PERFORMED IN FOR THE PROPER EXECUTION OF THE WORK, SHALL 8E RELOCATED AS OIRECTED BY
ACCOROANGE WITH THE APPUCABLE SECTIONS OF SPECIFICATIONS. IN CASE ENGINEERS. EXTREAIE CAUTION SHOULD BE USED BY THE SUBCONTRACiOR WHEN EXCAVAiING CONCRETE AND REINFORCING STEEL NOTES 3OZ
OF A CONFUCT BETWEEN THE CONSTRUCTION SPECIfICAT10NS AND THE OR ORILLING PIERS AROUND OR NEAR UTIUTIES SUBCONIRAC1pK SHALL PKOVIOE SAFETY
ORAWINGS, THE DRAWINGS SHALL GOVERN. TRAINING FOR THE WORKING CREW. THIS WILL WCLUDE BUT NOT BE UMITED TO A1 FALI SO�
PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING & EXCAVATION.
12. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECIFtIC AND OTHER UTILITIES, WHICH
a 1NTERFERE WITH THE EXECUTION Of THE WORK, SHALI SE REMOVED ANO/OR CAPPED,
� PLUGGEO OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL N01 IN��ERFERE WITH THE
EXECU�ION OF THE WORK, AS DIRECTED 8Y THE RFSPONSIBLE FNGINEER, AND SUBJECT TO
- - THE APPROVAL OF THE OWNER AND/OR LOCAL UTILIIIES. '.
E" 13. THE AREAS OF THE OWNER'S PROPERTY DISTUHBtO BY THE WORK ANO NOT COVERFD BY
THE TOWER, EQUIPMENT OR DRIVEWAY, SHAII BF GRADED TO A UNIFORM SLOPE, AND
STABILIZEO TO PREVENT EROSION.
�� 1 4. SUBCONTRACiOR SHA�L MINIMIZE DISTURBANCE 70 EXISTWG SITE DURING CONSTRUCTION. Q �
EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN
-_ CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SE�IMENT CONTROL
`° 15. NO FILL OR EMBANKMENi MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN .
z E MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY fILL OR EMBANKMENL
�� �g, THE SUB GRADE SHALI. BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR �,
_' TO FINISHED SURFACE APPLICATION. '
�7. THE SITE SHALL BE GRADEO TO CAUSE SURFAC[ WATER TO FLOW AWAY FROM THE BTS
"� EQUIPMENT AN� TOWER AREAS.
_.._ __ �
�E 18 REMOVEDSFRO�ARTH EISTE A D DISPOSEOSOFT ECALLYTONES AND OTHER REFUSE SNALL BE EQUIPMENT TO BE PROVIDED BY OTHERS: �
�_-
ig. THE SUBCONTRACTOR SHALL PROVIOE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL EQUIPMENT PROVIDEO BY INSTALLED BY
00
SPECIFICATIDN FOR SITE SIGNAGE.
NOKIA CABINFTS NOKIA NOKIA
�� SHELTER CONTRACTOR SUBCONTRACTOR
GENERAL NOTES J�OO � ALL OTHER EOUIPMENT AND MATERIALS TO BE SUPPLIED BY SUBCONTRACTOR UNLESS OTHERWISE NOTED. - �
�
SD� �.
s E
THE SICNED DR4YIING IS 1Nt CORRECT RECORD
W(:UMtNI,N�i i�1k.Av:oCAO DISKE-TE.
3 E • I HEREBY CER�IFY iMAI THIS PLAN,SPECIFICA-ION
S ITE N o. M P LS M N 1190A Xc i n g u i a r OR REPORI YlAS PREPARE�BY M_OR UNDER MY D:P.EC7
SV�EftVI$ION Af1D THAT I TM A OUIY LICENStU
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NEw CiNGUVR wiRELE55 HEAOOVMTERS,lLC oaTE REG.No.
v Ptione:]63.5)1.2500 Fex'.]63.5]1.1168 " No. OATE REVISIONS BY CHK PP' � J09�lo. OP.41'lING ilo. NtV
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Uileig Job No.205A25]
6 5 4 3 2 1
8, �.
�' EQUIPMENT CABINET NOTES: r-cEu vncK suPPuco nr,o
�CABLE BRIOGE � iNSTALLEfJ B7 L.E.C.
- - ^-�-I . 1. SITE SUPPORT CAOWET (SSC) CABWET SHALL 6C IPISTALLED PRIOR TO INSTA��ING TFIE BTS CABWETS. I U-BOLT FASTENER f� —_ _ �
� 2. BTS INSTALLER SHAII ALIGN CENTER OF ULTRASITE CABLE ENTRY PORT WITH CENTERLINE OF SSC CABLE ��TYP�) GA�V. UNISTRUT 4 �
ENTRY PORT. OR EOUroaLENT -3" GALV. �
C1 � � �y 3. TELCO CONOUiT MaY NOT BE NEEOEO iF MiCROWavE EOUiPMENT iS iNSTALLED WSIDE SSC. I NOwErt MEtEa (TYP.) ��
.i SSC r----� NOHIA 4. EOUIPMENT ANCHOR EMBEDMENT SHALL NOT EXCEED 3" BEIOW S�AB FlNISHED SURFACE ' �BY LOCnL WST CAP
"� CABINET � I ULTRASITE 5 SSC OIMENSIONS MAY VARY SIIGHTLY. ' uTIUTr Co. � / �
/ � ) — ��
� Ey�� � CABWET 6. CLEARANCE IN FRONT AND SIDE Of SSC MUST BE MAINTAWED TO MEET NEC COOE REOUIREA!ENTS. NOTE i ;.! �
- TELCOo ' L.. �• • • 8- GENERAiOR RECEPTACLE POSITION ON AC SERVICE ENTRANCE PANEL MAY VARY 8Y MANUFACTURER. I � ;
� - ' SSC i0 BTS CnBLE BRiDGE PROVIOED WITH SSC. --� -���� CE�� -- !
� ` ° 9. lWiENNA COAX CABLES ENTERWG THF: SSC SHALL tiE INSfALLED IN A MANNER THAT WILL PER�AIT THE 10"x10" PULL 80% PACK
ELECTRiC �•� Ap01T10N OF fUTURE COAX CP$LES AND PERMIT THE [3ATT[RY COMPARTMENT DOOR TO OF[N WITHOUT SUPPUED & INSTALLEO
INTERFERE.NCE. BY G.C.�
r� , IQ SUBCONTRACTOR SFIALL C01� SUFFlCIENT LENGTHS OF COAX JUMPERS ANO GROUND WIRE TO EXTEN� 24" 3 POST-- \ .i �
- � BEYONO Cnf3LE BRIDGE TO �TS. � -_
�
FINISH S�OPE ',
----� --� 70 DRAIN— �..
PLAN VIEW --- — --_- '
CONCRETE PIER •i -
_ PER PLAN _�, NOTFS: (7YP.)� ` o �
N4 � 12" EA. WAY � L FOR CONCREiE NOTES SEE OETAIL 302. n �
FlNAL GRAOE SLOPE � Ct Of SLAB 2. GRAVEL SHALL BE NATURAI OR CRUSHED STONE WITH I00 PERCENT ��.
AWAY FROM CONCRETE� _ 2'�ABOVE GRADE PASSING 7 WCH SIEVE. -a
'� OR PAVEMENT 3. DI�ifNS10NS SHOWN ARE El(ACT MINIMUM PAD SIZES REOUIRED FOR ,
- EQUIPMENT LAYOUT$ - SUBCONTRACTOR MAY ROUND UP TO THE NEAREST � i
qo�\ �;'� FOOT (OR HAI.F FOOT) IF LEASE AREh AND SPACE PERA�IT. NO1E5: � ; I '
, �
���y,�v�.,��vr",>s�r.�T,�r%��ExCnvAi�E AS�RE U RED �0�REMOVE vEGEiniiOn ��;t�, �. PoweR MereR 10 vnee FeNCE j �
.
v ..
�e ,.�.._.o rc'..�.:e
. CELI PACK h NEMA PULL BOX ������� ����-�� �,
COMPACTED CRUSHED & TOPSOIL. EXPOSE UNDISTURBEO NAiURAL MA7 BE LOCniEO Or+ EiiHER 90E '.
STONE OR CRAVEL SUBGRADE k PLACE CRUSHED STONE AS OF H-FRAME. TO BE. DETERMINED ���-�_ /
REQUIRED SIiE BY SITE. `'
END VIEW H—FRAME DETAIL 1010
CONCRETE PAD FOR SSC&NOKIA ULTRASITE CABINET CONFIGURATION NTs S02
DETAIL 360
NTs S02
o '
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■ 1 HEPE9Y CERi1FY iHA1 THIS PLAN,SPECIFlCAiION
'� S ITE N o. M P LS M N 1190A c i n g u I a r ���`���`i w�s PREoaa`o BY ME oa��oER M'o�R",
SUPERVISION ANp THA7 I AM A UULY UCENSEU
� 1 04/13/OS RE�SSUED FOR FEVIE'N KA RAF RAF �OFESStOr+aL ENGinFF�t UNDER THE LAWS 0�iME
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6 5 n 3 2 1
ELECTRICAL NOTES:
1 ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
PROJECT SPECIfICAT10N5 AND ALL APPUCABLE LOCAL CODES.
2. CONDUIT ROUTINGS ARE SCHEMATIC. SUBCON7RACTOR SHALI WSTALL
CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKEO.
�
3. THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING
GROUNDWG AND UNDERGROUND CONOUIT INSTALLATION AS TO PREVENT ANY
LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR OAMAGE TO THE
CONDUIT.
4. COMPRESSION GROUND CONNECTIONS-MAY BE REPLACED BY EXOTHERMIC
�NEW METER AND (CADWELD) CONNECTIONS. I
TELCO RACK �
5. SERVICE TO EQUIPMENT CABWETS SHALL BE 120/240 VAC, 200 AMP. !
POWER AND TELCO / �
UnDERGROUND PVC � CONTRACTOR r0 1-PHASE. (FIELD VERIFY EXISTING SERVICE).
CONDVITS SEE DETwL 3z6 COOROINATE SOURCE
E02 \ FOR POwER nND iELCO 6. ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC �
s9 ' �3 ---------- S 7. ALLDGROUND CONNECTIONS ABOVE GRADE (WTERIOR & EXTERIOR) SHALL BE I!
- ----------- S FORMED USING HIGH PRESS CRIMPS. '
s� � ��� 8. A�L EXOTHERMIC CONNECTIONS TO THE GROUND RODS SHALL START AT j
J M2 AWQ SOUD, TINNEO THE TOP & HAVE A VERTICAL SEPARATION OF 6" FOR EVERY ADDITIONAL I
! _ � BCW NEW MEIEH
Ir�, ' ^ � / & TELCO RACK GROUNO �ExiSTiNG FENCE CONNECTION.
�L� �,\�;`, TElCO GROUND �
9. ALL EXTERIOR GROUND CONNECTIONS SHA�L BE COATED WITH A CORROSION
� q� �'�' �_� �� _ RESISTANT MATERIAL.
` -
; kE - '��'� �� \\, � C ���.
— ' '
__ ,___;iL, �___ :r_:—__r_r-r__—:-r__r_rr 10. AI.L EXTERIOR GROUND CONDUCTORS SHALL BE #2 AWG SOLID TINNED
�-----� ------—�-------�� COPPER UNLESS OTHERWISE INDICATED.
GEC � � ` ,�,�,�
� / � ° � 11. GROUND RODS SHALL BE COPPER CLAO STEEL, 5/8"� 10-FT. LONG.
� � �J2 AWG SOLID, TINNEO ��� ��
�`�� � � � � BCW FROM SSC MGB TO � y�"r�
� Exi57iNG Ga0uN0 RINC � / 12. CONNECTIONS TO THE GROUND 8US SHALL NOT BE DOUBLED UP OR
SUBCONTRACTOR TO COiL / i �-y2 awG SOUD 7iNrtEO, STACKED. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE
12 FL OF a2 AwG �_� BCw i0 iOwER GROUND GROUND BUS ARE PERMITTED. ���
STRANDED, GREEN BAR SEE DETAIL -� �
iNSULnTED CnB�E FROM ; \ Eo� 13. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL
SSC MGB INSIDE TOP OF �.,__,__,_� � �
SSC CnBiNET FOR FUTURE� I BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATE�Y SUPPORTED. '��
- NOKIA CABINET GROUNDING `-E%ISTING WATER -�" '�
TOWER LEC �¢_ MAXIMUM RESISTANCE OF THE COMPLETED GROUNO SYSTEM SHALL NOT
i (TYP. 4 PLnCES) EXCEEO 5 OHMS. TESTING SHALI BE PERFORMED IN ACCORDANCE WITH
� PROJECT SPECIFICATION FOR FACILITY GROUNDING, USING FAL� OF
�o � -EXISiIVG WpTFR POTENTIAL METH00.
.�o � TOWER GfiUU�D RING -
�� �5, SUBCONTRACTOR WI�L LOCATE EXISTING UTILITES PRIOR TO DIGGING
E�
ELECTRICAL SYMBOLS: ABBREVIATIONS:
�= B
_� e CHEMICAL GROUNO ROD AWG AMERICAN WIRE GAUGE
a� GROUNDING PLAN � GROUND ROD BCW BARE COPPER WIRE
u.E - � DISCONNECT SWITCH �
DWG DRAWING
0 2 a a EMT ELECTRICAL METALLIC TUBING
SGALE-Y'•-�• 0"(�22':34')
O METER GEN GENERATOR
IGR INTERIOR GROUND RINC (HALO)
p) CIRCUIT BREAKER IMC INTERMEDIATE METALLIC CONDUIT
V' ■ CADWFLD TYPE CONNECTION MGB MASTER GROUND BAR
°s�
j E � COMPRESSION TYPE CONNECTION PCS PERSONAL COMMUNICATION SYSTEM
—"—"— GROUNDING WIRE PTS POWER TRANSFER SWITCH
_ PVC RIGIO (SCH. 40) POLYVINYL
CH�ORIDE CONDUIT
o�
;� XXX -�-REPRESENTS DETAIL NUMBER RGS RIGID GALVANIZED SiEEL
XXX �-REF. ORAWING NUMBER
rRWY RACEWAY
N g TYP TYPICAL
GEC GROUNDING ELECTRODE CONDUCTOR ,/�
o&
�E
- �HE SIGNED DRAY/IIVG IS THE CORRECi RECORD
;� • � I HEREB�CERTIFY TH�AT MESAPLAK,�SPCFICRTIpN
SITE No. MPLSMN1190A xci ng u Iar c c UN HLVI`HI WAS 4'HFPAREO BY ME OR VN�ER MY DftECi
SUP�R�ISION AND THAT I A!A A WLY LICENSEO
PROFESSIONAL ENGHJEER UN�ER 7HE LA\VS Oi'iMF
- �enineers 1 04/1}/p5 REISSUE� FOR REVIEW KA RAE RN MINNESOTA
g WIRELESS srnre a
szo,eas�a��e.r�oad;��e�oo HWY 51 & 15 0 o�/ii/o3 i,suco roa ccN,TrzucnoN ru� RnE Rr� EXTERIOR GROUNDING PLAN
Minneapolis,Minneso�o 55421 HEw C�NGUUR M9RELE55 MEMOUAitTERS,LLC UNIt REG.No. ZSO�,3
AM1ona�.]63.511.2500 Faa:]63.5�1.1168 ' No. DATE REVISIONS BY CHK �PP' � JOA No. ORAIYING No. RFV
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Ultei9JobNo.205.025) ROBERT NUNDAHL
l) � '+ .�1 � � �
�
FINISHED CRADE. AC '
PAVIIJG MATCH SLOPE ANO
THICKNE55 OF EXISTING
I I BACKFlLL (SAND � j
CONUI�IONS
OR NATNE SOIL) / {
UTILITY
~- TRANSFORMER SiANDARDS —� � �UNDISiURBEO SGIL j
I ���,
� � � � .. _ ', -_ _. . - - _
i-UTILITY GROUND z _�_ I I I-_ . . - . I-I I I-�_COMPACTED D �
- � I I I ---- ��n- BACKFILI W/
111=�;�____—_—— 1-1 I I—I �
— izo/zao ie zooa _i� . III fi' �� "111-III� hATroEAOR�Y
TO TELCO SERVICE LATERAL �� IIIIIIIIIII'�. � III�I ��APORTEO SO4 �
3-1/C 3/0 AWG THWN
2�� CONDUIi (NOTE 1) _ f�� ��II II�'..�O O II��UTILITY WARNING -
a�- r��C=- � � I I I- TAPE
- -FACTORY BOND lrfl'_I������II I�ri�ll��l I���i�l_I� �
�- FOR TRENCFIING
2"CONDUiT -- _ J -�III I I i��, "� _III-F� SEE DETAIL _
---MFTFR BaSE
u n �t TFLEPHONF CONDUIT � 325/E02
MAIN BONDINC WHERE APPUCABLE k POWER CONOUIT
/JUMPER COORDINATE SIZE ANDJ/ WHERE APPUCABLE
NOTE 3 ttPE WITH LOCAL COORDINATE SIZE ANO
� —24"z24"z12" � � UTILIiY TYPE WITH LOCAL
TELCO iELCO BOX z6" A11N. UTILITY
BOX o// -••�••�^�•'� (TYP.) *4" MIN TO SECONDARY ELECTRIC
�� R s12' MIN TO PRIMARY ELECTRIC
� �DISCONNECT * SEFARATION DIMENSION TO BE VERIFlED WITH
�—�-�/c z nwc �--�-i/c z nwc
CROUNDING GROUNDINC � LOCAL UTILITY COIAPANY REOUIRFMENTS
� CONDUCTOR i ELECTRODE
2��CONDUIT W/ —�_�;� � . CONDUGTOR
4 PAIR, CAT 5 UTP _ SERVICE CONDUCTOR$ - i �
W/ RJ48 PLUGS FOR 3-1/C 3/0 AWG THWN • „ -
TELCO SERVICE I-1/C 6 AWC THWN �
2" CONDUIT (NOTE 1) PRIMARY---I ' � SUPPLEMENTl� JOINT SERVICE TRENCH BURIED CONDUIT �' �
_____________ _ GROUNOINC I I~GROUNDINC ELECT/ TE�EPHONE
�——— � ELECTRODE ELECTRODE �
� 1 � (NOTE 4) DETAIL 326
� — r,Ts E02 '
I GENERATOR - �--SSC POWER PANEL �.
I RECEPTACIE �
(NOTE 2J
I FACTORY BOND �,
200A FINISHEO GRADE OR NEW HOT MIX
i c� � INTER�OCKED MNN BREAKER ANO ASPHAU/CONCRFTE SURFACE COAT OR
�� GENEHAfOR EIREAKEk CONCRETE PAVEMENT TO MATCH EXISTMG
CONOITIONS WHERE APPUCABLE _
��TYSS
- I OETAiI 1015 � 12"THICK
/7� 6 COMPACTEO �
' (NOTE 6) � FINISHED M� CRUSHED M�
�c I Q�' -� EXIST N6 R S 88ASE �
-2 PNR, CAT 5 CABLE ��
�s o I i� _ TH CKNESSATOH
(SEE DETAIL 1016) � NEUTRAL BUS ASPHAL R
I CONCRETE -
0 o N � PA V E M ENT MATCH EXISTING_(2" SAWCUT-
€� I SUBCONTRACTOR TO ~N '
MIN)
I INSTALL (1) 15 AMP SAWCUT
m BREAKER FpR �
'�� � TOWEft UGHTING ------ - I J �
� �, � N�TES J
__ � � i 5'-0" y 5'-0.� �
- SSC 1. GAUGE OF ELECTRICAL CONOUCTORS AND CONOUIT DIAMETERS COM�ACTED � �X �- IILI � I
� I �,._.._ MAY REOUIRE ADJUSTMENT TO COlAFENSATE FOR CHANGES IN BACKfI�L W/
o I ..�..-..-. GROUND. , ' IENGTH. 300' MAx. FROM LOAD TO TRANSFORMER '
o� �� . ,.
� . ( ) SATISFACTOR7 �
u€ • BUS � � VERTICAM�'
L____________ I----�1-1/C 2 AWG 2. SSC POWER PANEL IS PROVIDED AS PART OF TNE SSC. INTERNAL wVIVE OR
-� IMPORTEO SOIL
�� � GROUNDING WIRINC OF SSC IS $HOWN FOR ILLUSTRATIVE PURPOSES ONLY ANO ¶ - - T -- DEPTH W/0
9 I CONDUCTOR MAY VARY ACGOROINC TO MANUFACTURER. $HORING
� TYPICAL PIPES �/ 6"pI•
3- SUBCONTFiACTOR SHALL VF.RIFY THAT THE MAIN BONDING OR CONDUITS MIN
JUMPER IS INSTALLED PROPER�Y.
_ BED�ING (S4.ND OR � TRENCH AS SHOWN
_ 4. SUPPLEMENTAL GROUNDING ELECTRODE SHALL 8E PROViDED NATIVF SOIL) PER ON PIANS _
PER NEC CODE REOUIREMENTS. ASTM STMlDARDS -�
E E S. SSC AC PANEL I$ RATED A$ SERVICE ENTRANCE EQUIPMENT.
0 o SSC SINGLE LINE DIAGRAM FOR SINGLE TENANT
�ZO�24O ZOOA ��Il SERVICE WITH EXTERNAL DISCONNECT 6. SUBCONTRACTOR SHALL FURNISH AND INSTALL T1 SURGE
PROTECTION OEVICES IN TOP OF SSC. SUBCONTRACTOR TO
�� BOND SURGE PROTECTION DEVICE DIN RAI� TO THE ENClOSURE DETAIL 325
�3 OETAIL 3O WITH 6 AWG INSULATED WIRE (REFERENCE STANOARD DETAIL N0. 1015)
"Ts E02 E02
b o 7. INSTAII T1 SURGE SUPPRESSOR IN TOP Of SSC IN FRONT LEFT COVER.
_ q
E
��
iHE S�(;NtU UHAYIIN IS i (; . -CI �NU
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I HERtNY CERIIVY iHAi THIS PLAfl,SP:CIfICAIIGN
- S I TE N o. M P LS M N 1190A Xc i n g u I a r oa REPORr,��AS P�P�Eo BY ME oR�NOER�,o�RE�'
SUPERViS10N ANO TNAi I RM A OULY LICENSE�
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Ulleig Job No.205.025]
6 � � j 2 1
STRANDED CU WIRE WITH GREEN,
600V. THHN��HWN INSULATION.
GRADE� `�� � SIZE AS $PECIFlED �-�\
� L.� Q
12" TO 24" �� �4� � ),
a ----�Y -�5'l� � IZ�- �
�
o � � �/ 6, ._� "3/ • o
ANTENNA CABLE . � o � C � o 0 0 o a o
� a o� GROUNO BAR ON
< CPDWELU —�� o b °�o p.F o a a o 1Yt�lL, FLOOR OR
� o� � o ON AMENNA TOWER- I
� 3Q �° �° I
' ',-----��SEE DETAIL 508A/E�3 '
-- J---- -,�•- - _'• � o 0 0
WEATHERPft00YING KIT � �� U
(SEE NOTE 3) � —� � LECEND � �---- - --�
CABLE CROUND KIT --- �- COPPER GROUND BAR,i:'X 4'x 20", NEYlTON INSTRUMENT C0. O O O O OO OO OQ
I �--RING GROUND CAT. N0. B-b142 OR EQUAL. HOLE CENTERS TO MAiCH NEMA
N6 AWG STRANDED COPPER GROUND i�9 AWG BCW DOUB�E I.UC CONFIGURATION. (ACTUAL GROUND BAR SIZE WILL OO OO � � �O� OO OO -� i
WIRE (GROUNDED TO GROUNO BAR) SOLID, TINNED
(SEE NOTE 1 & 2) -- -�----� VARY BASEO ON NUMBER OF GROUND CONMECTiONS)
n I
i
2- iNSUTATORS, NEWTON INSTRUMENT CAi. N0. 3061-4 OR EOUAL �
CONNECTION OF CABLE GROUND KIT TO ANTENNA 3- 5/8�IOCKWA5HER5, NEWTON iNsrRUMEnr co. L Two-Ho�e �uc, so�TE� ro cRouNo ',
BAR USINC 3/B�-16 x 1 I/4"STAINLESS '
CABLE - CRWNO R00 _ CAT. N0. 3015-8 OR EOUAL � STEEL HEX HEAO ROLT$ AND HARDWARE. '�
COPPER CLAD
NOTES; $TEEI 5/8"0K 4- WALI MOUNTING BRACKET, NEWTON INSTRUMFNT CQ �-�•iW0-HOIE LUG, TO BE USED WITH
10'-0" LONC CAT N0. A-6056 OR EOVAL �2 A1YG SOLIO iINNED &4RE CU '
1.�0 NOT INSTALI CABLE GROUNU KIi AT A BEN�ANp N,WAYS DIP,ECi � CROUND BARS AT 80Ti0M W�kE pR STHANDEO CU WIRE WIiH '
GROUND WIRE OOWN TO GROUND �AR. 5- 5/8-ii X 1" HHCS BOUS, NEWfON INSTRUMENT C0. OF TO'NERS OR MOMOPOLES '�
CAT N0. 3012-1 OR EQUAL SHALL USE EROTHERMIC GREEN, 600V, TtitiN/1HWN ',
2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPUED OR CONNECTION. �NSUlATION TO ANTENNA '
RECOAIMENDED BY C�BLE MANUFACTURER. 6- INSULATORS $HALL 6E ELIMINA7ED WHEN BONOING 01RECTLY TO STRUCTURE, BUILDING, RING :
TOWER/MONOPOLE STRUCTURE. CONNECTION TO TOWER/MONOPOIE GROUND OR MG8 '�
3. WEATHER PROOFlNG SHAII BE TWO��PART iAPE KIi, COLD SHRINK SHALL STRUCTURF SHALL 9E PFR MANUPACTURERS RECOMMENDATIONS. INSTALLATION OF GROUND WIRE TO �
Nor eE useo GROUND R00
DETAIL 13A GROUND BAR DETAIL GROUND BAR
"Ts E03 DETAIL 503
Nrs DETAIL 509 DETAIL 508A
E03 r,rs E03 "rs E03
C '
i0 ANTENNA—_\ MONOPOLE � GROUND BAR (CIGBE)
��- � TOP Of MONOPOLE
��- SEE NO�E t.
SEE DETA�I SOSA (SIMILAR)
NOTES
i. DO NOT INSTALL CABLE CROUND KIT AT A BEND AND ALWAYS DIRECT
—��6 AWG 2-HOLE LUG GROUND WIRE DOWN TO ANTENNA CROUND BAR.
STANDARD %� � '.
GROUNO KIT (TYP.)- ' /� �2 AWG Cu STRANDEO 2. Y/EATHER PROOFING SHALL BE TWO-PART TAPE KIT. COLO SHRINK -
WIRE 'N�TH CREEN, SIDL VIEW OP GROUNDING BAR, NEWTON, YIITf10UT
600V, THWN INSULATION SHAIL NOT BE USED. CABLF TRAY- �INSULATORS, MOUNTED OUTSIOE OF CABIE
�� I iRAY OR MAY BE MOUNTE� ON CONCRLTE CADWELD CONNECTIONS QURNDY CONNECTIONS
TO ANTENNAS pR APPRpVED EOUAL Oft APPRGVEO EOUAL
; � , GROUND LUG � lUG (TYP.1� EOU�P�IENT PAD WITH INSULATORS
i �6 AWG SiRMIDED Cu
r° WIRE FURNISHE� w/ KIT ,
�;o NAftK WIiH GREEN TAPE � � ___ / -���
'n ANTENNA GROUND B/+R (CiGBE) � --WEATHERPROOFINC i �,
E_ STANDARD BOTTOM OF MONOPOLE <'-� ��� �
G R O U N O K I T—_ � S E E N O T E 1. RX2 TXt/RX1 Kli (iYP.j `�`-�� � \0
0
SEE DETAII SOSA �SIMII.ARJ PARAILEL HOPoZONTA COND�k'iORS HOR120NTAL STEEL SUftfACE � ��
COAX JUMPER (TYP.)__� BOND.IUMPER
m —GROUND KIT (TVP.� PARAILEI iHRpUGH CONNECTION Tp FIAT$TEEL SUFFACE FlELO FAORICnTEO
o� COAX CABLE I I OF HORIZONTAI CABLE$ pR HORIjpNi.�y PIPE GREEN$THPNDEO WSUlATEO
�z
(TYP. FOR ALL)� �—N6 AWG 2-HOLE LUG _ _ TYPE Pi TrPE HS TrPE 2-YA-j
/
o" \\� � �-�(2 AWG SOUD TINNEO CONNECTOR � 3
0 0 � BARE Cu WIRE OR WEATHERPROOFINC /f 6 AWG / /
` / STRPNDED Cu WIRE WITH KIT NP � _ !!!���---� �
TO BTS VIA TRAY /'� � �� � � �� o
�n � GREEN. 600V, THWN INSULATiON SEE NOTE 2 �
lQl �
_.E OR ICEBRIDGE- ANTENNA GROUND BAR, �'6 AWG, CROUND CABLE �
M O N O P OL E PI E R / WITHOUT INSULATORS. FROM COA7l CABLE L�'6 AWG, INSULATED
�2 AWG BCW ANTENNA CABIE TO � BONDED DIRECTLY TO GROUNDING KIT BONDINC JUMPER TO THROUGH[ae�e i0 GaOurao ROo V E(iT I CA L ST E E L SURFACE
_ SOLID TINNED TOP OF MONOPOLE OR INSIDE THE CABLE CABLE TRAY REOUIRED COPPER�uCS
EXISTING GROUND WIRES BTS EOUIPMENT TYP. -� � TMROUGH�LE TO TOP CABLE DOWN AT 45 TO VERTICAI
' GROUND RING� � � TOWER. TRAY (TYP.) �F GROUND BAR IS NOT pF GROUNO ROD $TEEL$URFhGE INCLUOING PIPE tW0 HOLE - LONG BARREL LENG7H
' ATTACHED TO TRAY) ttPE Gi 7rPE'rq-2
L p2 AWG SOLID TINNED 8CW TY��
�.� �_ •.�.._.._g� TO GROUND RING
s y "��'"�"�'��f
u E �EXOTHERMIC (TYP.) CONNECTION OF GROUND WIRE TO GROUNDING �
GROUND BAR MOUNTEO ON CABLE TRAY
- N o r E: �AR, TOWER/MONOPOLE MONOPOLE OR TOWER SITE `/ERTICAI PIPE
_ 1. NUMBER OF GROUND BARS MAY VARY CnB�E oOWn q7 45' 10 wa+GE
DEPENDING ON THE TYPE OF MONOPOLf, Ov v[RiiCnL aivES
~� ANTENNA LOCATION AND CONNECTION TrPE vs
�„ ORIENTATION. PROVIDE AS Reou�REo. DETAIL SZZ OETAIL 523A
� "Ts E03 "Ts E03
�� ANTENNA CABLE GROUNDING — MONOPOLE
DETAIL 526 -
Nrs E03 a
aE
� THE SGNEO OHA1'lING IS TME CCRRECT RECORO
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(NOKIA/ERICSSONJ —TI-SURGE $UPFRESSOR H FRAME �
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VENDOR
90700 ( 219-340-9199 �
POR( AIARKED —�� / �DIN RAIL INOOOR DOUBLE ENpED Pk C00411467-010 /
"PROTECiEO�� j ATLANiIC �
RJ48 (TYP) $CIEN➢FIC 21607 �
/� (SEE NOTE 1)
P�ASTIC —��� � '
NOTCH / RINC TONGUE XXX = LENCTH w FEET O
r COMPRESSION .
TERMINA� _ TX "51RAIGHT
/ (SEE NOTE 2) THROUGH _
CABLE CAD WELD �
l CONFIGURATION" VISIBLE ABOVE
LL�BEL —�� Ry GKAUE --� � ��
i ��/ '
� � �
� �J6 AWG STRANGED CU, R�48� � CONNECTOR PIN ASS�GNMENT ' - TELCO GROUND ,
PORT MARKEO THHN CREEN INSULATED �
8 PIN (( 1
"UNPROTECTEO" CONNECiOR ��� - —- �
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MC� OR GROUNDEO ENCLOSURE .—. — - � _ .
NOTES: (CND 6 BTS CA61NEi ONIY BY BIS VENDOR) � � " � I I� ` .
1 CABLE IS A NONIA SPEC�FlC OESIGN. WIRING IS UNIOUE AND SHALL BE USCD FOR I I ' I I '
NOTES: TO iELCO NOKIA ULiRASITE INSTALLATIONS ONLY. I I ° � I I
NIU
I I I I
1. MOUNT SURGE ARRESTOR ON EXISTING DIN RNL IF AVAILABLE. 2. SELECTEO CnB�E MUST 8E FROM a VENDOR LISTED iN THE nBOVE TnBLE
OTHERWISE PROVIDE ATLMliIC SCIENTIFIC MO�EI N0. 21605, 5-INCH (NO SUBSTITUi�UNS AHE PERMiTTED) ; L-� : U �CONCREiE
4-IINIT OIN RAIL, OR EOUAL, AND SECUkELY MOUNT TO TELCO PIEft (TYP.)
BOARD. 3. DOUBLE ENDE�CABlES ARE SiANDARD.SING�E ENDED OPTIONAL TO MEE1 UNI�UE _
SITE REOUiREMENTS e.�p����, •'�,�
2. ATiACH GROUND WIRE TO THE DIN RAIL, SEPARATELY FROM THE RAIL 4.CABIE IS A STRAIGHi-THROUGH WITH IOENTICAL CONNECTOR P�N-OUT ON AOTH �-GROUND ROD
MOUNiINC HARDWARE, USING SiAINLESS STEEL BOIT, LOCKINC WASHER ErvDS �TO SHEUER GROUND RING FOR POWER AIETER
AND NUT OR SELF-TAPPiNG MACHWE SCREW THAT FIRlALY GRiPS THE C
DIN RAIL. 5.CABLE EnD WITH 18"GROUNO PIGTAIL SNALL BE INSTALLED AT NOKIA BTS.
3. TVSS MAY BE ORIENTED TO SUIT SITE REQUIREMENTS.
T1 SURGE SUPPRESSOR T1 CABLE AND CONNECTOR PIN—OUT H—FRAME GROUND DETAIL
NTS
DETAIL 1015 DETAIL 1016
NTS E04 E04
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GPS/BCCH z
C��� GPS/BCCH 4A ANTENNA i
�\ANTENNA ,
CELL
(NOTE 9)�� .GPS
i'
6 2 1 -_N ��; 6 21 �
2" NOMINA� DIAMETFR--�- -- � "
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SCHEOUIE 40
RIGID GALVANI7F0 SIEEL PIPE \
(NoiE �) TO 30 AMP TEP,MINALS BILL OF MATERIALS
IN TOP OF NOKIA NUSS
- GROUND CLAMP � � ITEM DESCRIPTION QiY PART NO
(NOTE 7 & 8) � : �
TO
VALMONT MICROFLECT� 1900 � � � -�
UNIVERSAL PIPE AOAPTER KIT \ _ 3A SURGE aRRESTOR W/GAS_CAPSULE 1_ H&S 3402.17.0070
Z � C-1OAWG BTS- 38 SURGE ARRF.STOR 1 N&5 3403.17.0045
- PART NO. N1534 OR EQUA� � __
(NOTE �� ��Z C TO <A CPS/BCCH ANIENNA 1 KATHREIN �.
�
850 (OG-860/7920/GPS-A)
EXiSTING ICE BRIDGE POST BTS pa HUBER-SUHNER
OR SIMILAR POST. IF NEW POST --COAX GROUNDING KITS REQUIRED WHEN
iS REQUIREO, SEE DETAII 820 / GPS/BCCH ANTENNn iS MOUNTED FROM TELCO NIU __. (t3ee.n.o0a5)
FOR POS7 AND FOUNpAT10N ON THE TOWER 5 1/2"COAX CABLE nNDREW LDF4 SOA
�� 6 1/2"N-MA�E CP.BIE CONNECTOR a ANOREW L4PNM-RC�
GPS/BCCH MAST ('iRQUN� KIT � r z4' P COA%JUMPER, WI_S TO GSM 12 LMR240/16TNC/165MA/75fT
(EXOTHERMIC CONNECTION) �
1 MULTICOUPLER POftTS (NOTE 17) OR L�R240/76TNC/1IN/ISGT ��.!'�,
� = 3B SE� DETAI� �O�S 9 COAX JUMPER, WLS TO GPS/BCCM 2 L�.1R240/16TNC/�1N/70FT
_ " SUKGE ARRESTOR _
N N 10 WLS 1 fURN15HED 8Y ANOREWS
NOTES. - rys5 n WLS POWER CORO 1 Ci5A0497-t-40 �
L LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY S F) 9 12 WAN CABLE FOR KENTRO% OSU 1 C15A0595-06
AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF iHE SURFACE / �4 DSU - OUAL POR7 1 KENTROx 72765 ..
AREA OF A HEMISPHERE AROUND THE GPS ANTENNA. � �$ �� n SA FUSE t BUSSn�w GUT-Sn (FURn15HED Br .
2. ALl CPS ANTENNA LOCATIONS MUST f3F ABI.E TO RECEIVE CLEAR N �3A _ _ SUBCONTRnCTOR) .
SIGNALS FROM A MINIMUM OF FOUR (4) SATEL�ITES FOR 15 MINUTES. 78 t0a PUSE 1 BUSSMAN CMT-t0a(FURNISHEO B7 .
VERIFY WITH HANDHELD GPS BEFORE FINAL LOCATION OF CPS 48VDC fUSE PANEL SUBCONTRnC70R)
ANTENNA, � -
3. THE WEICHT Of THE ANTENNA MOUNT IS 6.5 LBS. 19 TELCO RACK (7' TALL. 19" WIDE) _1 CHATSSWOR�H VRODUC75(46353-SOSJ �
_--_'_- —— _ .:
IOA SA (�) 20 GMT FUSE PANEI 1 HENDRY 20HPGMTIO-SR -
4. EITHER ICE BRIDGE OR SIMILAR POST OR ANTENNA MOUNT PIPE OR -� -----�------ � ------ --- �
ANTENNA MUST BE GROUNDED. GROUND WITH 2 AWG 71NNED BARE MOUNT ON TELCO RACK — - �— � �-� � � 27 MARINE GRAO[ ADHESIV[ LINED, 2 ArvCOR NARiNE PROOVCTS
COPPER WIRE EXOTHERMICALLY kiONUEU TO POSi OR PIPE �`1p Z� BLACK- RED- 3 � HEAVY WnLL,1"SHRINK TUB�NG 327106 (FURwSNED BY
CONNECTED TO GROUND RING. BURNDY TYPE GAR39D3 OR GROUND - SUBCONTRACTOR)
CLAMP MAY BE USEO fOR ANTENNA PIPE CONNECTION. �� BOOINAi �� '.
2rj.� 22 CAT SE CABLE RJ4$ GLUG i KENTROX 93010-151
. 5. SUBCONTRACTOR TO CO�OR CODE BOTH ENDS Of COAX, 19001N A1 -.
� SINCLE GRAY BANO FOR GPS, OOUBLE GRAY BANDS fOR CELL B�OINA7 _ TO D815F___,___ __
� 6. USE ANDREW CONNECTORS ONLY i i - 79001NA2 23 AOAPTOR DBISM io R,148 7LUG _ 1 KENiaOx 77892 .
' �� A10UT 24 CAT SE CABLE RJ48 TO RJ49 7 COS DATACOM �
- � 7.CROUNO ANTENNA AIOUNTING PIPE WHEN ATTACHED TO A ��F� B10UT BOOIIJBt �
� WITH 8'CROUNO PICTA4 C004114fi7-015
;a NON-GROUNDED SURFACE. GROUND CLAMP IS NOT REQUIREO WHEN 19 G10UT 19001N81 __._ _. _ �..
E_ USING HUBER-SUHNER ANTENNA. %� A20UT B��Ng2 25 COMBMER 1 FURNISHEO BY lWDRENS '�,
g.CROUND CONNECTION (1 1/C 6AWG) GftOUNU CONNECTION REQUIRED � 020UT 79001N82 __ _______
fOR HUBER-SUHNER ANTENNA. C20UT �.
8001N Ct 26 COAx JUMPER. C01.181NER TO WLS 6 LMR240/I6TNC/16TNC/2Fi .
° 9. LABELED "GSM" ON HUBER-SUHNER ANTENNA 1900W G1 � '��,
�� 10.VERIfY UTDA (SMA CONNECTOR) OR UTNA (N CONNECiOR) TO BE � 8001NC2 '..
INSTALLED. TNC TNf; 19001N C2 A�� MATERIALS ON THE A80VE TABLE WILL BE FURNISHED TO THE
11.GPS/BCCH COnxiAL CABLE SIZE REQUiREMENT iS DETERMINED 8Y GSM GPS DC 1 2 3 5 6 7�35 �O SUBCONTRACTOR UNLESS OTHERWiSE NOiE0. �
CABIE LENGTH, AS Fo�LOws: WLS seaini � SSC - NOKIA MARKETS ONLY �,
u�€ � LDF4 - SOA (1/2-WGH) UP TO 200' W� . ,
LDFS - SOA (7/8-INCH) UP TO 400' �
�� �DF6 - 50 (t 1/4-INCH) UP ro 500' MOUNT ON TELCO RACK
m� VXL7 - 50 (1 5/8-INCH) UP TO 700' \ 1 4 �2 �
°' NOTE: FOR 7/8" AND LARGER DIA CABLE, �
USE 6' JUMPERS AT 1/2" OIA. � � (+)
DATA PORT 2
12. COLOR CODE LMR CABIES TO MATCH MNN COA%IAL CABLES. DSU 2
�� 3 (-)
- TERMINAL NETWORK �,
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