The URL can be used to link to this page

Home My WebLink About07100129 Building PlansADd ADJUSIABLE APIROX APPROXIMATE CAR CADINET CLG CEILING CONC CONCRETE CONT CuMIHLJDIlti CJ CUNSTRUCTION JOINT DIA DIAMETER DWG LIRAWIN(: ECH K,AJIPMENT GROUND BAR EA EACH ELEC CLCCTRICAL EL ELEVATION EO EOUAL EQUIP EOUIPMENT {E) EXISTING CST EXTERIOR VF FINISHED FLOOR GA GAUGE GALV GALVANIZED CRND CROUNU Ll; LONG MAX MAXIMUM MEN MECHANICAL MFR MANUFACTURER MGB MASIER GROUND BAR MIN MINIMUM MTL METAL LID N01 IN CONTRACT HIS NOT TO SCALE OC ON CENTER OPP OPPOSITE 57 SQUARE FOOT 511T SHEET S IM SIMILAR 55 STAINLESS STEEL SIl_ STECL TOO TOP OF CONCRETE TOM TOT OF MASONRY TYP TYPICAL NF WELDED WIRE FABRIC BIS HASF IRANSMISSION STATION PCS PERSONAL COMMUNICATIONS SERNCES SYMBOLS AND MATERIALS I o NEW ANTI NNA ----- CENTER LINE FXI4IINC ANTENNA -"- PROPERTY LINE \A\ ASPHAII I?:, ?:'. l CONCRETE ry EARTH GRAVEL ,P eA l°I ELECTRIC UNIX {?- LIGHT POLE FOUND MONUMENT SPOT ELEVATION SET POINT REVISION DON'T I GRIN REFERENCE DIG ? BLIND Rh . `I1. DETAIL REFERENCE c1.cr, rA STE a mMobile m CARMEL WATER 3562 131ST STREET (:ARMF_I_, INDIANA 16032 M W04759 T:,u RFp4? ?„ T D W E Sub?? of c'ta {OPd1F.?u?a1 t ? .Cp?1N5 C??{' OF GNU COLLOCATE ON AN EXISTING 140' WATER TOWER SITE NUMBER: MWI)4159 SINE NAME: CARMEL WATER TOWER SITE ADDRESS', 3562 131ST STREET CARMEL• INDIANA 46032 PROPERTY OWNER: CITY OF CARMEL PHONE NUMBER: (317) 571-24:;1 APPLICANT', 'f - -Mobile- 6215 MORENCI TRAIL INDIANAPOLIS, IN 4626H CONTACT PERSON- CARILR SPRLIILI_ PHONE NO.', (317) 347-7075 OFFICE ASSESSOR'S PARCEL NO.: 17-09-2900-00005 CURRENT ZONING: WATER TOWER PROJECT SUMMARY DRIVING DIRECTIONS DO IIIIIIII SCALE DRAWINGS GMore Ii Tr t) on 62 St take to Michfpan Rd. rth) oA Mlchldmi Rd. lake N, IIULh YL uel) 11611, SL. lute Lc LTielbcrne Rd. rlh)Rd. W AEW l Ih, NL lL4,60 and 131st 51. POWER, CINERGI• TELCO'. ATT SOT. N0. ESCRIPTION T-1 5HEET A-1 SS?ECRESS DIAGRAM C-1 UND LAYOUT AND TOWER ELEVATION C-2 TR UCTION DETAILS C-3 E TRAY DETAILS S-1 RETE SLAD AND GROUNONG DETAILS' 5-2 NNA LOCATION PLAN AND DETAILS 5-3 NNA CONTROL UNIT DETAILS %-4 NNA CDNIR01. UNIT DETAILS L ;-5 NNA CONTROL UNIT DETAILS E-1 NDING PLAN E-2 TRICAL. NOTES AND DETAILS C-3 UNDING RISER AND DETAILS E-4 -LINE DIAGRAM PPC-I DETAILS SHINDEX INDEX ENGINEERID$,,.LICENSE No. 18417 STATE OF LICEENNSED ENGINEER - SIAIE OF INDIANA 117/7 0" GATE CAN TRACTOR SHALL VERIFY ALL PLANS ANN EXISTING LWWRIMN0 €NSION3 AND C040 1110N5 ON THE OR SI IF. AND SHM 1. EDIATELY NOTIFY IHE CONSIRUUIION I IN OF ANY DISCPEPANGES fiEFOkE PROCEEDING 'M IH THE OORK OR BL RESPONSIALL FOR SAME eis - -Mobile - 6215 MORENCI TRAIL INDIANAPOLIS, IN 46268 OFFICE', (317) 347-7100 FAX: (317) 347-7019 P APPROVALS T-MOBILE LANDLORD LCASING R.F. ZONING CONSTRUCTION FIRST GROUP ENGINEERING INC. CONSUL'1'LNG ENGINEERS 5]1 a W, 747I1 STREET, INIIIn NAFDLIS'• INDIANA PH. LJL9) 29U-NE6y FAX 1314) {90-9500 MWO4759 CARMEL WATER TOWER COLLOCATE' 3562 131ST STREET CARMEL, IN 16O.W seEEr ARE TITLE SHEET SILIIDU? 11 11 T-1 PROJECT '40: MW04759 DRAWN BY: R.E N. CHECKED OY. J.D.J. I APP P.L. I I _ _ APP RL_ I" I I ? ? f l 1? I I J ? \ j I \ \ I I ~ \. POND I I i iL r--- 1 l 1 r ,I I J I? 1 l j 77 ON EXISTING OWER , ! ! 1 . pm I I I L----- I POND Z j -------? (r I I ? ?^ ?® ? ? i f II I DIRECTIONAL \ / III ARROW I J I PROPOSED ILLII INGRCSS /EMF55 PAIN 1 I I I 20'+ WEE , Ii I I I II ? III ?Ip,lllllllllllpl?// ?j/ II I No. 18417"- STATE z OF _ n c q II J'/ONALx??? J?2V??11 _ PROPOSED NGRE95?PAiH i I - - ?p ?1111111111111 EGRESS PAi I 20't HIDE `I C fl /J 20'3 N10[ `? a ?I --- ----------------------- ---- APP APP /------7 r --- I 1 / 1 3"I S I S 1-R E(_ 1 T ° -Mobile 6215 MORENCI TRAIL INDIANAPOLIS. IN 45268 OFFICE (317) 347-7100 'AX: (317) 347-7019 APPROVALS T-MOBILE LANDLORD LEASING R.F. ZONING CONSTRUCTION FIRST GROUP ENGINEERING INC. CONSULTING ENGINEERS 6714 R. 74TH STMIM. INOLWAPOUI I HdD1 A PH. )3L7) Z00-6540 PAX )'A17) 200-Od60 M W04759 CARMEL WATER TOWER COLLOCATE 3562131ST STREET CARMEL. IN 46032 ?m nn INGRESS/ EGRESS DIAGRAM 5 MT NUWMR Q --- 1 PROJECT NO, MW04759 DRAWN BY: R.E.N. CHECKED BY: J.U.J. V A2/A,1?- ANTENNAS (2 PHOHVSEU AND 2 IU IURE FOH ALPHA 5ECTOR 0 V') p (2 FHUPU$CU ANV 2 FUURE FOR BEIA SECTVR 0120') AT (L PHVPOSEO AND 2 FUTURE FOR GAMMA SECIVR 0.200') EXISDNG ---- ? 16'-9" DIA. STEEL IF HANUHAIL PHf,WVSE CABLE T NnIRE -? '-4 L 0.NTEkNAB \\ C3 C2 GAMMA S ' D CI 24 40 FUTURE ANTCNNA$- TOP OF TOWER EXISTING 4' DIA. PORT ANTENNA LAYOU'T' (1w. OF 4) SCALE; 1' = s'-D' PROPOSED WALL MOUNTED Z-BRACKET 0 4'-0" U.C. BOTH HORIZONTAL AND VERTICAL 'VALMONT" ON B15AA LA4.? _ PROPOSED ?dy 10-0'x / -, COMA, PAD 0 O GRAVEL D J / PROP05 D (2) 2 1/2" DIA. / COMMIT FOR RICO /- (I TO TO BTS IN / k 1 TO FUTURE UMTS CABINET) / .f / /EXISTING I /- VO" VIA 111 I / ACCESS RJRF j w I f / I // I 1 I LMU ANTENNA PROPOSED 1/Y CIA. COAXIAL CABLE TO NEW ATTACH TO NEW SAND ATTACHED \ TO EXISTING NIHEEP HANDRAB. SEE SHEET [-] POR DETAIL F,XTSTING ANTENNAS (2) (SITY OF CARMEL) OQ NOT DISTURB 1 BETA lr SECTOR 12V' PROPOSED PPC PANEL 200A, 1201 10, NEMA N. MOUNT ID CONCRETE WALL WITH UNISIRUI FUTURE BATTERY CARINEI (JSti) FUTURE UMTS CARINEI PROPOSED BTS (1 512000 ti FUURE _' \ 8TS /2 512000 ON FUTURE 5'4? \ CONC. PAD PROPOSED (1) 2 ?2' CIA N CONDUIT FOR. POWER P? o P USED O POWER SOURCE. 2UV AMP PROPOSED (12 TOTAL) PANEL ANIENNAS (2 PROPOSED AND 2 FUTURE FOR ALPIU SIC70P.0 0') (2 PROPOSED AND 2 FU7VRE FOR DCTA SECTOR O 120) (2 PROPOSED AND 2'FViURE FOR GAMMA SECTOR O 24V') ELEV 1054.9 U RIT17E THE, (3) EXISTING- 4' CIA, PORTS FOR THE, PROPOSED (12) AND FUTURE (12) 1/2" CIA COAXIAL CABLE UTILIZE EXISTING- COAX SUPPORT ATTACHMENTS FOR T-MOBILE COAX CLEV 994.5 UNISTRU'T HOSE CLAMPS AND STAND OFF ADAPTORS O 4' O.C. SEE 91T C2 FOR DETAILS, LXISTING SAFETY SW7E51 L ^/ CATWALK I BY NIL 0p PROPOSED TELCO 0 i n I??SCC SIICCT OF CARMEL BACT CIF BY THE E CITY I C2 FOR I ATTACHMENT li1NIll Ulll ! 1 OF CARMEL DETAIL 1 EXISTING POINT OF p X1 CC ??U C. S'7/7j?.K I GROUND ti .? ? I , 1 18417 _ = GRDNNO LINE No I /r ?' ?p',.,nPO . STATE H DE I OTy+ Z'01 NPLAFNT I AY(111T NO GRANULAR COMPACTION GUARANTEE EXISTS ON THE LOCATION OF THE I-MOUILE PROPOSED EOLIPMENT CONCRETE 'LAD. THE AREA UNDER THE PROPOSEOSLAB SHALL BE TESTED AND COMPACTED TO A MINIMUM OF 957 PROCTOR PRIOR TO CONSTRUCTION. LMU ANTNNA EXISTING 18'-9' CIA HANDRAIL III I I it (LIDL _ - - _ - _ 8 ? I rn EXISTING ? (2) A- DIA. CONDUIT FOR POWER PROPOSED WALL MCONTFO 2-DRACKET 0 4'-0' D.C. BOTH HORIZONTAL AND VERTICAL 'VALMONY PN B15U0 PROPOSED (1) 2 1/2• DIA. ttONDUAT FOR POWER FROM EXISTING 4' DIA, POWER CONDUIT TO PROPOSED PPC PANEL FHW05LO PPC PANEL 200A. 120/24OV, la, NEMA 3R. MWNI 10 CONCRETE WALL WTH UNi51RUT PROPOSED ETS #1 CABINET ON cONt rn0 PROP0LV (2) 2 I/2' DIA, CONDUIT FOR TELCO FROM EXISTING TELCO (I TO TO OTS 41 K 1 IV FUTURE •T o -Mobile 5215 MORCNCI TRAIL INDIANAPOLIS, IN 46266 OFFICE: (317) 347-7100 FAX: (317) 347-7019 APPROVALS T-MOBII F LANDLORD LEASING H.F. ZONING CONSTRUCTION FIRST GROUP ENGINEERING INC. CONSULTING ENGINEERS sau w_ 741E YfR£CC, 1NDIANAYUM. INDIANA PM. (914) 290-8549 FAx (919) 200-0560 MW04759 CARMEL WATER TOWER COLLOCATE 3562 131ST STREET CARMEL, IN 46032 s w nu COMPOUND LAYOUT AND ELEVA'T'ION SHEET WJMMA r 1 PROJECT NO: MW04759 DRAM BY: R.E.N. CHECKED BY: J, O.J. ? o COAXIAL CABLE conxlnl_ cnBLE (TYP) G ° fTl'P.) L111aNS NlNG I- I nD 6 _?_____ r__n RAIL. O t1? (158@ (4 RUNS) DR l? 61587 (8 RUNS) OR CD 61598 (12 HU1J5) D A, RHQ U n 4" ll_C_ O=,nQ „y BNAP IN HANGER i? (TYP-) o' O 14 HORIZON TAL VERTICAL. NO IS: I. COVER NOT SUOWN FOK 0_AKIly IF r.OVFR IS REQUIRED, PAINT TO MATCH CxISTING WALL. 2- M(AJN'IIN(; RRACKEI'[i SHAIL BE SPACED EVERY 4 FELT HORIZONTALLY OR VERTICALLY AS REQUIRED. 1 MOl1NT BRACKET TO STRUCTURE W/ 3/8"N EXPANSION ANCH)R (HII. TI KOK II OR F.OUAL) (MIN EMU DL"P11I = 1 5/8'") WALL MOUNT COAX SUPPORT BRACKET HORIZONTAL OR VERTICAL Nl'B PKf1V'f15!_II 2 3/e" Or) . I R'-O' PIPE n i (IYP. OF 12) PROPOSED PANEL ANTENNA (TYP.) EXI$IING T TANK TOP OF BOWL PROPOSED "VALMONT" ANGLE-HANDRAIL MITl1N'TING BRACKETS PN Bk899 EXISTING 2"v2' T$_ (TOP RAIL) EXISIINC " UNIVERSAL GPS X'2 T.S 2 MOlIN 31N(1 KII RUR RAILING POSL (TYP.) = ROUNO LEG TOWER `j VALMONT PN 131841 (TYP.) (MODIFY) EXISTING 2"x1" (MIULILE P051) - 4'-O" ON GLNTLP 3/8" HOLE STAND OFE ADAVIFR KIT (STAINLESS STEEL) FoH. L9" lU :5" TOWER LEG TESCO PIN 44113C OR ANNHOVCD FOUAL (TYP.) PROP05ED UNISTRUT (IYP.) EXISTINC HANDRAIL EXISTING HANDRAIL COAXIAL CARI,F. (TYP.) STACKABLE SNAP jTAUKS (TYP,) ACU CABLE CATWALK HANDRAIL ATTACHMENT DETAIL N TS EXISTING - 2"a2" T.S. (TOP RAIL) EXISTINC: 2"n21 RAILING POST (TYP.) ExISTmG 2"x1" (MIDDLE POST) EXISTING TANK TOP OF BOWL PROPCSFU 3/8" ll-BOLT, NUTS ANCI WASHER ALL HARDWARE ID HE STAINLESS SS 1R. (TYP) PROPOSED 1/2" OIA COAXIAL CABLE PHOPO5SFF. ANDRFW SNAP STACKS 'FOR 1/7" DIA COAXIAL CABLE PROPOSED 1-5/8" IINIs TRIII A 4' OE (TYP.) COAX ATTACHMENT TO TOP HANDRAIL DETAIL N TS ?IptI1H I111p IT?1 .??` ONCE C, S?'? J 4 0 'e No. 18417 STATE OF % /ND I pia "APO F?S/ NAL E??' 12 1?71j'lr?7 T ° .Mobile @2l5 MORENCI 1HNI. INDIANAPOLIS, IN 46265 OrFIG[: (717) 747-7100 FAX: {317) 747-700 APPROVAi_S T-MODILE - LANDLORD LEASING R.C. ZONING CONS ply, ZION FIRST GRGUP ENGINEERING INC. CONSULTING ENGINEERS 5714 11- 71TH . R=. IN I.IANAPOI.I S. 1NIIINNA 111. {319) C99-9549 YAX (3171 Y90-91DU M W04759 CARMEL WATER TOWER COLLOCATE 3562 131ST STREET CARMEL, IN 46032 ....I:1 Ilni. CONSTRUCTION DETAILS PROJCCT NQ: MWO4759 URAWN BY, 9 , N. CHECKED BY, JD-J. COAX C,RAFNG BRIDGE HN Pore ROOF TNSTALLAl1ON _ 'sPi icF SYIJCE VALMONT q COAX (PIPS 07 SUPPORTED 47E VALMONI N ",MONT A Ei9,i1 4 13-1/4 BI'M93 71944 719?3 ]' lui/+/+ DI043 H1945 71934 10 28-1/2 81943 tl194U SLEEPER FOR COAX 5UPPCR I? VALMONT COAX LOJES UPPORTED 1NDTA H1598 4 22 TOR SOLID COVER 61599 U 1-7/8 FOR SOLID WAEb 01600 12 4b-3/E FOR -"OUP COVER 81724 4 233/4 FOR c,RATINC COVER /4 TO 81726 10 39 FUR GRAnNG COVE NrLr WASI COAX RRIDGE__NIT FUR ROOF W5TALLATION S? SPLICE RAIG1ii a-45 SPLICE O'- SO' SPLICE 'i OF LICF._ IV ALMONT COAX LWES SUPFORTCO WDIH NDFL VAIIHONT VALMONT VALMUNI VASIDNT UN"L-n 4 1111 1/1/1 91544-41 71573 9,963 6249,5 91543 9 21-1/2 81545 W}>4 HI964 61493 71595 12 CONSISTS 7F 81542-11 ANU J1345 01596 61597 7214 NA 2098 .5 Z11 69 82P1 _ 20 26-1/2 LUUULC STACKED tNCLUDEU UtY4B NA NA A2 AWG INSULAIE NNNE7 STRANOCI CUFPFR, CROl1N0 1\\1,11ll L I I l llllp/" T ;h RE ,\ SCE C. S ' W/P V.C_ / J4RAP N0.18417 = =_ STATE OF REOUlnE7 9LTP F.N TRAYS (TYP.) AOJH9TA718 0--45' SPLICE ?Cwl7nnVF I IR 4- sa. SLEEHLI2 LENGTH Ift /tfi"b HOLES FOR CROIN7 Luc COAX-BRIDGE KIT FOR ROOF INSTALLATION DETAILS RJR. HARLWARE LIST PARTS IIST FOR 83098 8 rT ROOF MDI1NTF0 COAX SUPPORT Kll SYM UIY 7CSCRIPAON MARK DC5CRIPAON 01Y K 20 1/Be 1 1/4 rS Pal T N111 N LW_ 25276 n La CHANNEL CObLR t 41 6 3/80 s VS NOLI, FW.k LW 109]86 It CA ACE Lr1ENSTUN 2 dN 6 3/9 J-NUl RETAINER 111996 ANG F IDTAI, WYIGIIT PER KIT = 185y 26J6e PY aLEPLR 3 USIS a1P u1Rr 6 o1943 SMLICE PLATE 2 B15YA OPnoNAL (2) S/1G0 HOLES 5/0' C/C BOB rAma91Nn I,IIG (2) 7/160 HgE6 1" c/c FIR i SPNBE {o- 1O 15') PIAIE MAY BE USED ????) 9194.1 SPLICE PI ATF YIP. fi PI ACES PVS'UNTFR I I I ?- 1- 1/0 HULL FOR C_ LW.&X ITW /11POOLT; IWi' ?ARACMENT 11 /Ir f? COAX ROOF BRIDGE 1 07 NOT.. ASSCIABI.Y 01 PIMF,NWINS ALL I . 95 3/4. W = 31 78 IWIDTH OF SIELPEH7. H - n 7/9 10 HARDWARE LI SI PARTS LIST FOR 62915 8 FI ROOF MOUNIEO COAX SUPPORT NIT SYM PTY UCSCHIPIIBN MARX DESCRIPTION UIY Hi 26 3/36 1 1/4 C5 UUA, NUT' k LW. 199188 11 L0.. CHANNEL CULRH 1 H4% 6 2/60 n 1 OS LOU. F. W,e L.W. IDIOM II GA SCE EXITHSON 2 JN 6 1/6 J-NLIT PFIDINLR 113787 AN0.E 3 TOTAL WF16RT PER NIT = 2058 ItM91 PVC SLEEPER a 8515 CUP AFOUL 6 H1HU SPLICE PLATE 2 CH5) 3/8- X 1 I/1" NNL1. NVL L.W. a F.W. FFP 1/40 HOIF FOR 311 MIRE ARACHM[FF COAX ROOF BRIDGE FOR ,0 1 MI I61F -% 1- 1 C /O 11 ?% A V OPTONAI SPLICE (0' TO 45 ) FLAIL MAY HE LIK) 12) S/190 HOLES 5/6" C/c FOR GROUNUINO LBO (2) 7/169 HOLIES I- C/C FOR CROtOIDINC. LUG PLATE II l? T • .Mobile 6215 MORENCI TRAIL INOANAFOLIS, IN 46269 01 (317) 347-7100 FAX: (317) 347-7019 APPROVALS T-MOAIIE AMII_DRU I_E_ASINC k 4•. ZONMO CONSTRUCTION FIRST GROUP ENGINEERING INC. CONSULTING ENGINEERS S714 M, 747H STREET, INDIANAI'Pa S. 1Nn1ANA k-IT. (:11'r1 wYL-9561 PAX I'J 171 290-95OV 1r M W04759 CARMEL WATER TOWER COLLOCATE 3562 131ST STREET CARIdH]., IN 4603% NOTE' ASSEMBLY 0UT51DE OlMFN516NS APE I. - 35 :1/4, W e 56 7/8 IWIOTH OF SLEEPER), H = 11 7/U ALL NAROwARE INCLUDED. ,S it' 1) Attachment of coax roof bridge to tank 1 surface shall utilize a no heal (welding) method. The use of Belzona Super Metal or equivalent for bonding of the two surfaces is, preferred. 21 Installation contractor to obtain CONSTRUCTION NI III" DETAILS oink r.-.-? 5T5AIC rn SPLICE WILT 11AHOWARC PROJECT 1,10: MW04759 DRAWN BY: R.L.N. CHECKED OF J-Od. T • .Mobile- (I) - 2 1/2" CONDUIT STUN UP 2' AROW FINISHED PAD 4ATH 3" CONDUIT SLEEVE ELLER OATH PAD (TEL CO) (1) I" CONDUIT. STUD UP 2 AUU? FINISHED PAD MM T I/X• GPNUUII SLEEVE RUSH WIIH PALL WAI:R1 a.. , 4. 4.. T-- LI 1.1 L.E. I II FU-IURF I UMTS AREA II^ ?FA-I II 11? Mt I I I Ii_ _ ??'I_II_I_I ?+ I I I v_ I l ? I O 0 45 SINGLE 13TS III 'LEI ADGROUND- S" DEEP - I - _I CONCRLIL PAI) a I DIA. SEAL-TIGIIT FOR POWSR MINNF,CTON TO RTS USE REDUCING WASHCR AT OTS KNOCKOUT I' FUTURE CO I a 45 ANGLE PUTURE h ? 2/D CROUND Eo0 ? I_ _ r I- -1-I- -1 ai o - CI STUID LiJ < 2 ? FALLOW Ir INIaMLU 41 AUE NI?El - I w N PULL SIHINM ANU CAI' (VOWEL) K r o ., (1) - 2 112" CONDUIT SR D LIP FUTURE UP 6" ULLUW I'INISIILE 6RAUC 1" DIA. SEAL-IIGHT FUN YAM PULL STRINC AND CAP POWER CDNNECTION TO " (IELCO) NTS USE REUJCING a WASHER AT RTS KNUCKUUI p" An ' 1 PLAN CONCRETE SLAB DETAIL N_T S EE 0N0U T5 pa av ,' O H WAYS NOTE: SECTION NO GRANULAR COMPACTION GUARANTEE POSTS ON THE LOCATION OF THE T-MOBILE PROPOSED EQUIPMENT CONCRETE SLAB_ THE AREA UNDER THE PROPOSEDSLAB SHALL BE TESTED AND COMPACTED TO A MINIMUM OF 95% PROCTOR PRIOR TO CONSTRUCTION. tµ111 I l l l l l q 11 ll,/ n i _ No. 18417 STATE or z "fJoprIlI4 ut+`t -,9%'h/47 621:1 MOPN'N(:I IRAU_ INDIANAPOLIS,, IN 46268 OFrICE: (317) 347-7100 EA%' (317) 347-7019 APPROVALS T-MCSILE LANDLCRE LEASING. R F. 7UNING CUNti [HOG IION FIRST GROUP IINGINEERING INC. CONA N.TINF FN .TNF.FRS G91d M. 741'If STRF.. INDIANA R f111S, .112 ('J 19) 24p-y5A9 II. FAM (arel zaJ-vs_cJ M W04759 CARMEL WATER TOWER COLLOCATE 3562 $31ST' STREET cARMFI„ IN 4D032 CONCRETE SLAB DETAILS rtN ?-1 PROJECT NO, MW04750 [IRA WN by H.F.N. CHECKED BY: J.D. J, ISITENNA MNM aECICA pu1fT+N1 CLnSIPI. =m FEED LOCATION OUW-IIIL IZIYUIH NnN TENNA LI CLN I[N COEVAL C&LILL 70x111. L:ITE COAXIAL CABLE rnmjnxln 111111 RF$jAPkv196515L-R DUrtpv 0' 0 1492 REP/AIIE RW, ANDREW 112' Uunt Pt1LE RES/APXV19Ui lLL-U IT 1Rvl 140' H/N/N qu ANDREW I/J' X "'pal" null OVAL POLL) RI CAX.C ALPHA FLIIl1RE d- 1M10' ANUREW 1122 Tx ID/NAID ALPHA ru TUR[ U 1411 ANURKW 1/2'" %'lA/NSIP HE TA HFj/APL V194515L-B 111 d 126 140 PRFFN/rmllr U/w/w ANDREW t/>• DUAL POLE) [X]BAXYB FR1A RIS ARXVIBL515L-B 60T1gn f1' 1101 140' O/0/G C/C ANOW 1/2... DUAL PULE Yx26/RM20 BETA PATE IRE 120 140' ANDREW 1/2 .a c,/NOo BETA 120 ANDREW 1/2' IY3A/1+Slh 5L-d 60TTOM 0' 240' BLUE/FI B/w/w ANDREW 1/2• DUAL Par R TA3B/1I GAMMA RFS/AP%VF96015L-d 0 FTH1.l 0 240 "1 5/R ANDREW 1/2 UEJAL POLE) FI ITSIRF 2102 ANUNEW 1/2" TX30/AAb CAMMA NTUR[ 210 ANDREW 1/j• AL PHA TXIA/RXIA JX1F RRI9 TX1C/Rx1C MAIN CE T-=, BETA 'Ix1p/R%tD T%2A/R%2A MAIN TX2B/RX9B Ix2C/Rx2C o ? GAMMA Tx21D/7x21D TX31 MAIN Ix3P3/NxSu 1x5CN x3C n w ? u r ti LL ? Y1 M21 1#1 6m G - m K E! 6041 { I DALN I I_ I ll I !I I I I II II - - ------IL --- I f ----- ? F R1512 ! L_ _FUTURE ._ - - - - J II ? II ? 1 1 II II - - - - - - - J - - .' I 1 - -'.- FRONT 2m G K' INSTALL CCALE - THROUGH POX HI AND SEAL WITH P11In.. BOX RI DIS CAHINLI - P141FORM FRAME (TW,) 1122" `,(IPERFLE% COAX J I (TW.) RTE CABINET FRAME - PLATFORM IN IERMEUTA IE MEMBER EXTEND COAX JVMFL BEfDaID FRAME MCMDRI MIEN FIF,IIE 2m Cable 1212 "J?G^I RIt III K P NOTE: ALI. T61AS TO BE LOCATED BEHIND BETS AT GROUNG LEVEL PER RF ENGINEER BACK ! _-- --)_ -- - ---Ir --- "- -? PI ! FITS II 512000 11 I _-1L-_. - _J m3 3 W C IJ II? mmm 4 aI FRONT AINITI-nIKIA rARI IKIr C(`PP_ AATIr 1/2' SUPFRFLEx COAX JUMHLH (1W_) FPS CARINET FRAME - RLATFORM TNTERMEDIAT[ MEMBER HEAT SHRINK WEANIERPROOFIHC KIT (T)rT) ]/16' UM MALE CfMJNF.CTOR IIW I DETAIL A SCALE NONE NL aNl[NNIS TO R III WIN III I IRAOICR 7, ANIINNM1 CFNTTAI INf 11(IOLT IS N REFERENCE 1B FIPInEce C,o1 I. ccxlWncldl S111 YEMFT ANTENNA T1FE ANTI A9MUIN wRI PPGBCT MANAGER PRIM TO CONSIeNCnaH. Tx3U/Rx3D LIN115f0 AW PORT W/RR'fl- TAPE (CAPS NOT TD RE USED) 113„u V I I I n,nvA No. 18417 STATE G - o 4D E0 S/NNAt IaGx 9/?ti/07 -T ..Mobile- 6215 MORCNCI TRAIL N9I10NAPOI.IS, IN 462L3 OFFICE. (.517) 347-7100 FAX_ (317) 347-7018 APPROVALS 1-Id(1MILE LANDLORD LEASING R-E. ZCNING CONSTRUCTION FIRST CROUP ENGINEERING INC. CONSULTING ENGINEERS 5714 1I. 741H YI'HI:ET, INPIANPPOLIS, INDIANA I'6. (314) 280-9548 FAX (917) 200-9566 M W04759 CARMEL WATER TOWER COLLOCATE 3562 131ST STREET CARMEL. IN 48032 WEE, RRE ANTENNA LOCATION PLAN AND DETAILS IT NII.ae^R/ / PRO.IECI NO MW04759 DRAWN DY: R:E.N. CHECRFLI HYC JT).J. 1. ACU-E1 -Antenna Control Unit - End Mount If the antennas have not been supplied with ACUs attached, it is necessary to ailach ACUs to them. Whether this is done on the inast in an existing installation or on the ground for a new installation, the procedure is the same. (a) Record the existing tilt angle for all antennas that are to have ACUs fitted to them. This will allow the antennas to be returned to their past positions once the control device has been attached. 'The ACU (Antenna Control Unit) is attached to the antenna as shown in Figure 1. Ensure that the hex shafts are engaged and all screws are tightened. IMPORTANT a) Record the serial number of the ACV against the antenna. b) In an existing installation it is recommended that the existing tilt angles for all antennas be recorded before the installation procedure is begun. UMTS ANTENNA ( BASE [\? INSERT TABS O-RING W. ?thACtn -tiI -W. CAPTNE M4 SCREW 8 WASHERS [Wi ACID Figure 1 Attaching End Mounted ACU 1.1 Installing the ACU-E1 (End Mounted ACU) Prior to installing the ACU on the antenna, it is necessary to perform the following operations. (b) Record the serial number of the ACV against the antenna. The serial number is located on the bottom of the ACU adjacent to the two connectors. (c) Install the ACU I antenna interface, plate as required. This is only required on some antennas. Attach the plate to the antenna using the screws provided. (d) Engage the hex shaft of the ACU with the antenna. Rotate the ACV until the hex shaft engages. (e) Screw the ACU to the antenna using the two captive screws attached to the ACU. Tighten the screws incrementally to ensure the ACU is not mis-aligned. (f) Connect the cables as required (refer illustration overleaf). Cables can be connected to either port. (g) Connect the Protocol Converter to PC. 1.2.1 Interfacing Plates Depending on the antenna that the ACU is to be attached to, an interface plate may be required. Table 2 interface Plate Requirement Antenna Ranges Interface Plate Required UMTS Antenna, APXV18-20 No range LIMITS Antenna, APXV20- Yes 6515 range Multiple Band Antenna ie Dualband (APXVI5GV/15WV) Yes Triple band (APXV15GV115DV715W V) Suitable silicone sealant must be used between the interface plate and the antenna and between the interface plate and the ACU. The antennas that do not require an interface plate use the "Q ring attached to the ACV to seal to the antenna. During installation it is essential ??„n, I I l i u+pT . ;q, i,, sT tR fe ;fP?,,.` _ No.18417 SIAIE - Or = - I'\; %?FSS'lpNAL F.N ??? °?IIl,dnnn?119 s?7s/vi 1.2 Components Table 3 System Components Item Part Description Part Number 1 ACU-E1 Antenna Control Unit End Mounted ACU 31042.000 2 PA-232J485-1 Protocol Adapter Protocol Adaptor 31041.000 3 Jumper lead - 0.3m, 1m, 3m, Lead to connect ACUs 311746.003 15m, 45m, 70m 31046.010 31046.030 31046.150 31046.450 310466.700 4 Reel of cable - 2 pair + screen Cable to make connections between 790.46001 twisted pair connectors 5 Connector - female Connector for cable 759.50002 6 Kit Interface plate - UMTS Interface plate required for APXV20-6515 31025.000 range 6-1 Interface plate 6-2 Screw, pan XR. M4 x 20. SS 63 Washer, Oat, M4, SS 6-4 Washer, spring, M4, SS 7 Kit interface plate- Multi-band Interface plate required for Multi-band 30625.000 antennas antennas 7-1 Interface plate 7-2 Screw, pan XR, M4 x 20, 55 7-3 Washer, Oat, M4, SS 7-4 Washer, spring, M4, SS 8 Handbook 31045HOOD •T ° .Mobile 6215 MCRENCI TRAIL I NDIANAP011S, IN 46268 1Pr'PICEE (s7) z47-71Dn Fnx. (All) 347-_?II APPROVALS -WONO.F. LANDLORC LEASING Re ZONING CONSTRUCTION FIRST GROUP ENGINEERING INC. CONSULTING ENGINEERS 5714 x. 741H STREET. INDIANAPOLLS. INDIANA PH. (917) 200-8549 PAX I917) 21)0-9NG0 MW04759 CARMEL WATER TOWER COLLOCATE 3562 131S1 STREET GARMEL. IN 46032 SN[E+ !Dlt ANTENNA CONTROL UNIT DETAILS $,ICCi NUMB[R NHwF.c:'1' NO: ,uwn4759 DRAWN UY; R,E. N. CPIF,CKFI) HY_ J11 J. UMTS ANTENNA The ACUS must be cabled in a daisy chain as shown below using 2-pair screened cable. cable and connectors to allow other lengths to be made by the user are available- Refer 1. 1 and 2. 1 Components. 'r - -Mobile - 6215 "ORFNCI TRAII. INDIANA100L15, IN 46255 0I'FICr. (317) 547-7100 FAX' (317) 347-7019 MOUNTING J HOLES O-RING (With ACU) t o j I r_? I CAPTIVE M4 SCREW & WASHERS (With ACU) I,a(Inlurwun ,%5 `.R pUyf No.18417 : STATE _ OF o hUD ASP ????` ANTENNA CONTROL SYSTEM I I T f i ANTENNACONTROL UNIT - ACU.Fl I (MAXIMUM CHAIN OF ae UI I I I I I I I t[AD M12 FIF I I I it I RC-eu «r HTS LCADM,2FIF L - - - - - - - - - - - - - - - - - - - - - - If possible the cable route should avoid possible sources of interference such as high voltage cables, motors, switchgeor and sharp edges. Cable Table 5 Typical Parameters 1 Nominal OP 7 mm 2 Weight 5.5 kg/100m 3 Max Pulling Tension 20.9 kg1300m The cable is suitable for outdoor applications except direct burial The cable must be supported at least every 5 meters. Damage to the external cable sheath shall be avoided. 4.1 Recommended procedures for aerial applications Lashing with a catenary: Cable mast be lashed at least once every 5 meters for horizontal lays and once every 2 meters for vertical lays. Maximum vertical drop and lop horizontal span is 250m. 4.2 Termination The cable shall be terminated in the following manner. Ensure that the centre connections have the insulation in place. 4 3 ? e Figure 9 M12 Connector Mate (pins) Pin Out 1 Shield Bare 2 Voltage +24V Pair 1 -White 3 Voltage OV Pair 1 - Black 4 Signal + Pair 2 - White 5 Signal - Pair 2- Black The connectors are suitable to be used in all outside conditions without overwrapping. The dust caps provided with the ACUs should be APPROVALS 7-MOBILE _4NOLORD LEnsINC R.F 70NING (:pN SI HI11111 on FIRST GROUP 4GINEERING INC. N5ULTING ENGINEERS 571 1 X, 79TH STREET. INDIANnPOIJ 5. INDIANA PEI, (319( z9n-9iAn FU (1111( 290-9560 M W04759 CARMEL WATER TOWER COLLOCATE 3962131sT 5'1RE1' C4WEL, In 46032 S1E[I RILE ANTENNA CONTROL UNIT DETAILS YIEEI NVMBCE ?-4 PRc,1EC7 NO- MWO4759 71 CRAM HY'. R.F IN CHECKED eY: J.D.J. APENDIX A - CONNECTOR ASSEMBLY ISTRUCTIONS 4. Cable Preparation (All dimension in mm) -T ° .Mobile Assembly Instructions: SACC-M12F... CON-PG Sensor Actuator Sockets for free assembly 1. Connector set An SACC connector set consists of: a) Housing (angular or straight) b) Socket insert c) Insulating sleeve d) Gasket e) Clamping cage ring 0 Pressure screw 2. Dimensions 54 n -- M12 Socket Straight 3. Pin Assignment M12 Sockets (socket side) 3 050 4 2 Off. 1 Cable Connection side 915 S. Plug Assembly a) Straight SACC Sockets b) Angled SACC Sockets vl`?It1p1f1lll/r?11111T STATE or = ONAL ??1j+h I r u i I u 1?I1 9/rc/o? Socket Insert Clamp-type cage Housing (angled) Gasket pressure Screw 6215 MORENO TRAIT. INDIANAPOLIS, IN 46268 OFFICE. (317) 547-7109 FAX'. (3'17) 347-7019 APPROVALS T-MODILE I.ANDI,SRD rr_nswc RF 2DNINC cDN;reucnnN FIRST GROUP ENGINEERING INC. CONSULTING ENGINEERS 0714 W 74T11 STREET, 1NDIANAF11IJS, INDIANA PH. (914) ;90-9549 FAX (%7) K9U-9500 MW04759 CARMEL WATER TOWER COLLOCATE 3562 131ST STREET (IAHMEI-, IN 46051 71 THE ANTENNA CONTROL UNIT DETAILS [u¢r niwa[n L:? -'1 Inaui?at-iing Sleeve PROJECT N0: MW04759 DRAWN OF R-E.N- CHECKED DY. J.D.J. 0 r r V 11 1 -? Ma ICR \ o EMIS LING 18-9" UTA. Al P1Rt 4FEL HANDRAIL CT P?I.D ! PPnmCm U LMU AN I[NNA I~FULTHRE -' ( ) \ ?? MIS - PROPOSED-I OQNIIO CADLC TRAY EXISLNS ANTENNAS (3) CARMCL] DO NOT DISTURB I'V NRI: ?? 1 1 R) D NWU !6 !?/ UMTS 1 , T E / 1 1 NNOq 11 \ ? ? 60LIU COPPE OPPER %/? 1 f \ GROUND MRF L _??'•1 / 1 ?\ D2 CAD BLLD TO l cz TOWER RAIL RTS #1 1 awc ? IINN \\` cl -PRVPUSEU PF:oro SED ?' Ir r NNEp DPat , _ll CROUND RAP GRg11NU UAR 1 STRANDFI) CUPPER W/UA1IININCly 1 1 CRCUHD PARE / w fl it P.l \, i' ?? GROP O DINGPLAN SCALENA S. FUIUPE? UTS A7 GRDUND , ED ;#T AWC TINNED DARC SOLID COPPER 'ROUND WIRE t (TW.) G%ISTNC TCLCO 1 1 -CONCUIT FOR FUWH \?- r.XI5nNG PuINT ar GROUND \\,n11r1II I I Ilryr / _ ?Qyl`pECISTE \\ = No.18417 _ STATE ? / % 3A OF F t oFSS/OVAL T ° .Mobile 0215 MORENCI TRAIL INIIIANAPOLIS, IN 46268 OFFICE. (317) 347-7100 FAx, (517) 34;-7013 APPROVALS T-MOBILE IANNLORO LEASINe H.F_ ZONING CONSTRUCTION FIRST GROUP IGINEERING INC. NSULTINC ENGINBRRS 5114 W. 74TH TRFF.T, INDIANAPOLI5. INPfANA PH. ('1117) 2ND-1569 FAX (317) L9P-9501) M WO4759 CARMEL WATER TOWER COLLOCATE !562 t31ST STREET CARMEIIN 4fiU3V s¢o nnF GROUNDING PLAN r NRU? F' I PROJECT NO: MW0475@ DRAWN CHECKED By: J.Q.J. HPRELPOSED DEC ZOO., IA, 12OIIAOV 3W, 1 T/[' UTA CON VUIT - NEMA 3R, '2O II PANEL. FOIE POWER HD UTILITY 1`LJ'?y1, SOLIRCC Ei111IHf flit UNIS1NUI (IYP,) 1- DIA. CANDLD' I" CIA- CONDUIT FOR POWER TO FCR POWER 10 FUTURE UMT5 PROPOSED SOS 01 CABINET. 1- DIA- CONDUIT FOR POWER TO FUTURE DTI g2 HOER: ALL AODITICNAI UNISTPUT CROSS MEMBERS, CONDUITS, SPRING NUTS. NEMA 3 FNCLOSURE5 AND GROUND MARS ARE 10 BE SUPPLIED AND INSTALLED UY CONTRACTCR- SERVICE ELEVATION SCAI. F'. N I:i UNL;IPUT PICOC X 12 4' O.C. MAX. ATTACH W/ 1) 3/d W ERPAN510N ANp10R5 ?UIN EMH DEPTH = 1 5/0 ) COND4117 cTW,) NON-INSUTAIEG HANGERS {TYP,) CEILING OR WALL. CONDUIT ATTACHMENT DETAIL SCALE HTS COAXIAL CABLE (TYF.) GROHNO KIT (RP,) I' DIA. CONDUIT FOR CROUNU MASTR,R GROUND BAR 42 klt YNNED MID CUPFER CRCUNO WIRE FINISHED GRADE NOTE: ALL MATERIALS AND EQUIPMENT TO COMPLETE THE PROJECT AND TO MAKE READY FOR OPERATION SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR, UNLESS OTHERWISE NOTED. `1111111P 1111!/!I))J C, S/ ST Qf FRfo H'p4r•/? No. 18417 STATE OF '0 'X- 40 1 D SNETY OISCONNECI SWTCH 0 TAHELBOARU OM pLOWAP HOAR NO R 7 TRANS RADIO O f L- [INNIT GAFANER 11?I -++JJ J MAMIAI, IRANYFR SMILN ® MEP lPluw ® UPIT 5WIp1 Q At LENLRAfW UMNLCION ID CR Mi'LEY RECEPTACLE COPPER CP.CAuNO TEAR 1/4.4110', UNLL55 MYE II IWff • EXOTLERMIC MELO CONNECRCN O CCAf'1E5qYN RIMING GROJND COrvrv(c1IGn D COAUAI CABLE MITRE V(mlND HIT CENNEf11LN (.) cKWINO Mw -p r0r[R WmuC. - I - IELCO WINING -C- GFOJN0 ARNG A AIIPERI, SH SCUD NOUDY". TUG I& GROUND BAN c CONGIR FIN SWT04 RCR e011011 CRCI.NBE LATE O G ALRD v WEI NCR MATTER fAaIND RAP KM KILOWATT HOUR W ARE (T) PISRNO P POLE A PHASE (N) NEW ELECTRICAL NOTES 1, ALL REMOM MIRK G A11 CONFORM TO 111E BARBARA ELE CIRI CAL CUTE (ECITION ACCLPILD OT LUCAL, .11IRISUICBON) ANU APPLCAAE LOCAL CODES I_ CROUNDINC S. A11 COMPLY WILL ANIILTL 2LD U THE NAHMAL ELECIAl1:N_ LLDE. 1. AN. IIFCTNICAI. OWNS EHAIl BE V.L. APPMOWD OR LISTED. 4. ALL ARES MATI. BE COPPER TVIIN/THMN. CRCUND WRFS SHALL HE NAME. TIN- COATED ON 51RANXD 5. CONDUCTORS 91AL BE INSIALLEU IN CALVAN170 RIM STEEL, CCNDUN, 501EDULE 40 PVC, OR FLEXIBLE LICNDNCAIT COMMIT AN NXICAFED S. OITNN ALL PERMITS, PAY PERMIT UEA AND SGHLOULE NSPECDONIS A`R"N LODALF PUIRN ANTI 1ELEPBUNC COMPANY NMROVAL AND CM LNNATE WTR 0RUTY CPIAP"IIES TRWT4? FNTRAMCF RVIIVIREMENTS. A PRO 101 AL ARM AND MARRIAI BIFSMlBi II ON MIS ONAIMNG, AND ALL IIEHS INCIA414, IQ cLMYLEIING ANT) 141ESENRN6 TR$ PAOLCT AS FULLY G'ERAn NAL D. REFER TO 511CIDEIIRA. RAAMINCS FOR PHYSICAI.'I OCATOIIS OF SIRTACE-MOUNTED CHWNO BANS. GNLUNONG UUNNLBPU1S SHALL BE EXORIFRMC TYPE CCAOTIELDY 10 ANTDMA UAST5, FFNDE POSTS. TOWN SHIFT AND fROJNDINE RIND, RENAMING CROWDING LORIIEC110NS 5IALL ILL MIAPTONON DITINGS. ALL GROUND DAR CONNECnI}N5 SNALL BE MARE WIN 1910-HGED LUGS. 10 SERUM COAXIAL CARE gBELEIS AT BR61 TRES WEN NANNFACIURERS GROUNDING MOS. 11- ROUTE GROUNDING CCHDOCIDMS ALONG THE SHORRSI ABU SIRXDAHIES[ PAIII POSSOLE. I TEND GROUNDING LEADS WM A MIN1111U 62' RABIDB 12. POLAUE 707 wWS ABU Wou"D RING AS 501UWN ON 514E PLAN AND GtGINONG FIBER DIAGRAM„ TEST A41 NEfNFY MAT THE IRPFOANR DOES HOT EXCEED G OH45 ID GROUND BY MEANS OF A DIUULE-MEGGER ITSIEB. GROUNDING AND OVER G'{PAINAAL TESTING GHI BE WEPESSFD RY IRE. OMi}FR'S UMFSTNIARN. 13 PREVIE 4' SGIEDULC 10 PW URVL14 AOD 6UNDUII ATH PULL WRC DEIMEEN TELEPHONE COMPANY DEMARCATION POINT ANO THE. TELCD PANFI.. M_ PROVER SCHEDULE 40 PVC UNDERGROUND EDAMI WIN PULL WRL DLTWQN RECIRILAL UTLITI COMPANY DEMNRCAHBN PONT AND KM METER BASE. 15. INSTALL 12/D TINNED STRAHDEO COPPLH NINE 10 ALL SUSS EARS AND BETS AND 12 BARE GULL TINNED CCTI'M CORE FOR BELOW GRADE FRDUNRINf., IINFSS CELLI SEEMED ON ME DPAWNG. IR PIE GAOIND FLEr.T IF SYSTFM SHA1L CONSIST OF BEIRUT GROUND RODS U1WGlNLY S'ACLU AROUND TELL En(. ME GROUND NODS SHALL DE 5/0', ID'-O' COPPER CLAD SREL THE ROBS SHNL HE INICRG(AJNEfpP WITH p AWt RARE SOLID PINNED COPPER CRCVND CORE BURIED ]0' BILLOW GNAL ONE LBtX ING PLUS ARE 10 OL BURIED N0 MORE TIAN 15 FEET MART OR DLOI MAN q FRET 10CI ER YELLOW ILIICAUTION TAPE e ILL --11!= .=111-I'' - RESILPE TO ORIGINAL CONDITION X11=1?W?UJ =1' _ - caMrnclEG 24" REV ;-) WARNING InPE FOR NEW ELECIHICAL ANN TELEPHONE SERVICES - SEE UTILITY AND SITE PANNS_ PROADE APPROVED FULL BOXES AS PEO01RL0 AND COORDINATE INSTALLATION WN}i ALL UTILITY COMPANIES FOR INTERFACING Al TERMINATION PAINTS. PRn A2E FULI. T -Mobile- 5215 MORCNCI TRAII- ININANAP01.IS, IN 46268 OFFICE: (:517) 34%-%l 100 FAX'. (317) 34-/-)Vl9 APPROVALS -MONILF LANDLORD LEASING R_F ZONING CONSTRUCTION FIRST GROUP ENGINEERING INC. CONSULTING ENGINEERS 5714 1. 74TH WI'NEE'I', INDIANAPOLIS, INDIANA I'LL (3192 200-051a FAX (119) 29O-9M100 M WO4759 CARMEL WATER TOWER COLLOCATE )962 1315T STREET' CARMEL,IN 46022 III N" ELECTRICAL NOTES AND DETAILS P_ - / PROJFCA NO. MW04759 DRAWN DY; R.C.N. CHECKPI) HY: J.O.J. 7--= nnw I7 F, 7, Ilsl LI 9 IP=1 wl ... II'I LI 11=1' `M? zl .? R-1 wI I 3l ki - CADWELD TC PIPE MOON (TYP.) COAXIAL CABLE GROUND KIT (TYP,) p2 AWG DARE SOLID TINNED (TYR.) 6 t o o 6 0 0 0 0 a o o u u a on no 0 0 0 0 0 0 0 NOTE: ALL GROUND BARS TO FIT 2 BOLE LUGS. COAXIAL SIGNAL- CABLES CONNECT 10 HIS 6 6 6 6 6 b 6 6 66 0 6 0 0 0 0 0 0 000 U 00 U U 0 0 0 0 0 0 0 0 00 0 0 0 11 0 0 r1 O .10 a 00 0 0 .? CADWELD TO MIDDLE' OF BAR OR LOWEST -POINT ON DAR IF DAR 15 NOT INSTALLED COMPLETELY HCR13CNTAL. -H2 DARE TINNED SOLID COPIER -CADWELD TO TOR' OF WATER TAME ROWER (PPG) BTS #1 N'!/G AWG G CTINNED) ?? GJ GINS, VUEU WITH ?CRDUND MCI] -- o 0 o U 0 -N2/0 AWC (TINNED) (1/4'.4'n2U") O n O 0 n n SLRANOLO (PRONG)ED f e ?? RY CONIRACIDH} p2 AWO SOLID TINNED, CADWELD IF OROUNII PAR CADWELD (TYP.) GROUNDING RISER DIAGRAM .I, TO WATER POWER POINT OF GROUND CROUNDINC J/tl x1 1/1 BOLT FLAT WAiI ITT ERPMM RARE. COPPER TO BE 'PI TU AN ABSOLUTE MINIMUM. INSULATION ALLOWED WITHIN IE COMPRESSION TFRMINAI. m_) WO IIOLC COPPED RMPRFESICN TERMINAL 1N0 BAR PLATE 1 WA41E.R (TYP.) ANDREW GROUNDING CARL E, TNM HNIF COPPER A COMPRESSION FRMINM, Nm o o STAINLESS STEEL RAROWARE NOT Evn CABLE ALWA15 RACC KI6 DDOW COAX MEN (TM.) ATIAOTNG GROUND NITS TO A'IENNA COAX CAHLC ?? (7 ?? \ J,• 0 UAJ?] U,SN/ SLOI (JV UNCi CROUNU KIP (TrR.) ]5! E IU MiRINA D)/ 4 UO "I/U ". 20 ?0 p 'O EINED COPPCa 0 F4 GROUND BAR HAR C- HARGER PART NUMBER TCRIAI5420MTPETP C' ?GOAA CAHIL PROVIDED AND INSTALLED RY CGNTPACICR L>` 1. L p W'2 AWC TINNgD U f?'S C (A SOLID COPPER l TO GROUND RINC 0 o L9 f f O p Q `ccAx matt. ?. (7 I cauINDING L? C (? 0 O CLANS KII C NIC Y Ln , 1. O ?R AK. C t?U Lm lANIXIC I_P II L-? Y O p}Wxuuc L911 GROUNDING HHACKET l \ . I' L T A% T) i V NDEH "A' P/N 90S21IJ4 1 101:RarND am ?"? (ib '?•? (2 H D) LO ATE Of i0 10 V1s HIS VNII ,• CAD WELD (TYR ) COAX CABLE p2 AWC'TiNNCO CROUNUNG DETAIL 50L ITT COPPER SCALE: NT5 10 GROUND RING r(2 (ll III PAP -11 Tn GY 11.11111111.11.111 .1 SECTION A-A WASHER (TYP.) NOT[- I. 'DOUBLING UP' OR 'STACKING ' VE CONNECTION 6 NOT PCRMITTLO. 2 OXIOC )"HIDI"NG COMPOUND N1 BE USEO AT AIL. LOCATIONS. 3, CADWELD ALL CONNEPIONS IQ 1WO-HOLE LUGS. 4. A).1, ANTENNA COAX GROUND HITS CRIMP ONLY. 5, ALL bap IJNU LLAO5 ANO CAULLS MITI N0 LUGS ARE. CADWF.IPED TO MEMBER. B. TWB HOLF COMPRFSS13N TFRMINAL SHALL CE USED ON STRANDED CONDUCTORS oNlr- 7. CAOW[LDCO CANNCGT10N5 SHALL DE VSED ON SOLID CONDUCTOR ONLY. °u°S GRGVND WAR PLATE-/ A TYPICAL. GROUND BAR PLATE CONNEC16ON DCI'AIL GROUND DAR 4`v20' W IF HE.AM Cl AMPS AND INNICI ICRS. MC1JN1 TC UNISTRUT OA1t51 U 1114ijl4Fl No. 18417 STATE OF BONA L I F-- - - - - 1 FUTURE PTS 02 FUTURE #2/0 .D - - MI AWC ('I)fh:? ED G SI RANC FUTURE OMIT$ (INCLUDED 'MTIII .- - . G J I BTS) I,RUUND lI FUTURE f- p2 AWG SOLID R I FUTURE (1210 AWG (ONNED) I C I NNNED. COPPER FL - - - - - - ?I STRANDED (PROVIDED BY 19 CONTRACTOR) T ° .Mobile 6215 MORCNCI TRAIL INLIIANAPOLIS, IN 46206 OFFICE. (ST)) :547-7100 FAX (31.1) 347-709 APPROVALS T-MDf3II_E LANDLORD LEASING R.F. CONING CWNSTRUCTION FIRST GROUP ENGINEERING INC. CONSULTING ENGINEERS A714 R, 741H STHELT. INDIANAP013S. INDIANA PR_ (317) 200-0640 FAx (1,7) 290-Bnea M W04759 CARMEL WATER TOWER COLLOCATE 3562 131ST' STREET CARMEL. IN 46032 ELUJ BRE GROUNDING RISER AND DETAILS ICSULLT ..BE. I - --? PRCIJCCI ND', MVY04759 DRAWN BY: R, E.N. CHECKED HY; ,1 .1) J PROPC]yF.[1 RHE 4NER r FUIUHF HIS 01 SHEARER ( 7P-zonn) r {2P-scln: ;MOMA u1FF.. CUHV> U) FRVPOCCD HTS 11 ORLAKLR PROPOSED PDWYR PRUILCIIUN (2P-ECA, 50UMA GIFT. CURVE C) CAHINEI (YPC) SEC RIECI nPC-I FOR nF Tnu.S NILRE UMTS CfiN PmCrvT DREAI<ER 5215 MORENO IRAIL INDIANAPOLIS. IN 46268 OFFICE, (317) 347-7100 FAX' (317) 347-7019 IU UIIUFY SOURCE I, 0 I Fu Tu RL PROPOSED TITS N1 HIS 01 ? I I Z S Fw15H GRADE Ac AC AC AT J AC AC AC AC AC AL AC A[ AC ONE-LINE DIAGRAM SCALP, N, T.S.. ELECTRICAL NOTES I. ALL ELECTRI(AL WRY SHALL CONFORM TO THE NATIONAL EI. FCTRICAI, CODE (EDITION ACCEPTED H) [,OCAI, LIUPKI)1C110N) AND APPLICARI E LOrAL GORES. 2 GROUNDING SHALL COMPLYMTI ARITCLE 250 OF THE NATIONAI, CLELTAN[AL CODE. 3, ALL ELECTRICAL ITEMS SHALL HE J.L. APPROVED UR LISTED. 9. ALL MPE$ SHAT I. RE COPPER THHN/THWN. GROUND WIRES SHALL RE RARE, ?N-C.OATFO OR STRANDED. 5. CONRIJCTORS SHALL BE INSTALLCD IN GALVANIZED RI01V STCCL CONDVIT, SCHEDULE 4o PIC, GR FI.FAIBIF uPUILIIGHI UUNVUlT AC II _ 6. OBTAIN ALL PERMITS, PAY PERMIT TEES. AND SCHEDULE INSPLCTIONS. 7.. OBTAIN LOnAI, POWER AND TELEPHONE COMPANY APPRnVAL AND COORDINATE WTH JP-IIY COMPANIES SCRACE CNTRANCC HLIJUIHEMENTS. 6. PROVIDE ALL LAJOH AND MATERIM DESCRIBED ON HITS URAVANG. AND ALL ITCMS INCIDENTAL TO COMPLFTING AND PRESENTING TATS PROJECT AS FULLY CI'ERATONAI.. 9. GROUNDINC CONNECTIONS SHALL BE EXOTHERMIC T1PE ('CADWEID') TO ANTENNA MASIS. IHNCE PCSIS. 1OWER STEEL, AN[ GROUNVING HIND. RLMAINING GROUNDING CONNECTIONS SNAIL RF D6MPpESSInN FITTING5. ALL GROUND RAP CnNN[fnONS SHAI.I. RE MACF, WTH TWO-HOLEU LUGS. 10, GROUND COAx AL CABLE SHIELDS AI HU]H LNUS MIH MANUFACTURLT(G GROUNDING KITS. 11- RDDTE GROUNDING CVNUUCIOH5 AUTNO TML SHORTEST AND STRAIGHTCSI PATH POSSIBLE, BEND 5Rp4NVING LEADy MITI A MINIMUM 12 RADIUS. 12 NROVIOE ^OPOUNU RJDS AND GROUND RING AS SIIO'NN ON Sir PLAN AND GROUNDING. RISER SACRA . KEY (t) 2 1/7' XA. CONDUIT: (3) 0]/D AND (1) 06 OLD IN. (I) I- CIA_ CONDUIT: 3-k9 AWG THWN STRANDED COPPER CnIIOUCTOR t 1-010 AWG IHWN SIRAN11CU COPFLH GHUUNU LOP AC HUN, (FUR FI.I 51UU UP, IN$IALL FULL SIRING4 AND CAP), 0 FUTURE (1) 3' NA_ CONOUII r FR INFCRCONNCLT_ STUD UP 0' DELOW CRADE AT OS 02, INSTALL PALL S1RIDOS AND CAP, (1),I" OA CONDUIT 02 AWO RAPE 9NNFB SCAT) COPPER ARE IV GROUND RIND. (T) Z 1/2" DIP. CONDuN FOR TCLCO TD PRoPOgUD OFFS III. (L) (1) 2 I/2" VIA. CVNDVII FOR ULCC 10 FVNHL UNITS CABINET_ (STUB UP. IN51ALL I'VLL SIHINU5 AND CAI'), V FUTURE I:G'ND.IT AND GROUND VAR[_ NOT INSTALLED THIS PHAW TLOURD LIFTS CARINET I I 1 I E%IS IING TELCO LUVIPMENI L C)? J 1 T 1 I SAG, (5 FXISTING in UEIITV SOURCE `\\\pj111141111[III(A SU Qom; 4fG1 STF,yfO,,???•' No. 18417 _ STATE - OF APPROVALS 7-MCUILC .ANDLORD LEA1INC R F. !(WIN[; CONSTRUC EnN FIRST GROUP ENGINEERING INC. CONSTJLTTI'VG ENGINEERS 5714 W. 74TH C'FRRE.T. INDTANAI°Uf'A, NUWANA HI1. (u w) eno-9549 FAX (717) P9U-FEUu M W04759 CARMEL WATER TOWER COLLOCATE 3562 131ST STREET UARMF.I., IN 4603) 41E11 TIRE. ONE-LINE DIAGRAM 'TI I Nll?lll 11 F_ d PROJECT NO. MWO4759 DRAM RY: R.E.N. (A ICCKCD THY: J.D.J. IIENI: RAJ IIR RE( F.P I ALI r SQUARE D 200 AMP MANUAL TRANSFER SWITCH (WITH SLIDE BAR INTERLOCK) 200 AMP GEN / 200 AMP UTILITY HINGED DCABrRONTJ , SQUARE D 200 AMP_, LOAD CENTER (2 POSITION) - Q 0 d ' WARNING pupil 0 -V Me?meaa? zu nc 0 POLEMOUNI BRACKETS MOUNTING ACCOMMODATES 2-Y,•' U-BOLT ITN TOP AND Hill TOM 01.37:' KN11CK-IIUT 0.875' KNIICK-001 (FAIR 1' CUNBUII) r(FIIR LUF CIINIIN I) 111.1 0 ALUM ANGLC CK-HIT I 06 BUT (REMOVE II NOT SERVICI: III CUSTOMER GROUND RING C.A.U. UTILI UU-US (URA SS U HL W 'E-SELGL3L02, 1. MATERIAL .125' THK ALUMINUM 2. FINISH- POWDER CDAT 1. P2 KAIC RATED 4. DOOR (NOT SHOWN) WITH CONTINUOUS STAINLESS STEEL A t l a n t i pTLAHIIC SCIENTIFIC CORPORATION S c l e n t l Qjp() FORTUNE PLACE. SURE A wAa m.e••n..eua•• EST MELBOURNE. FL 34901 = NEMA 3R, 200 AMP DATE nIJTDOOR LnAD Cr_NTFP P I I SCALE: NONE DO NOT SCALE PRINT SHEET 1 OP I THESE DRAWINGS AND SPECIFICATIONS WERE DEVELOPED AND PROVIDED BY ATLANTIC SCIENTIFIC. THEY REPRESENT THE STANDARD MANUFACTURED EQUIPMENT THAT IS TO USED ON THIS PROJECT. CABINET CONFIGURATIONS ASC UHUERp 91190 GENERAL DESCRIPTION: SINGLE AC POWER CABINET RATED 200A CONFIGURATION: SINGLE CHAMBER W1TI,MAIN OOOR DIMENSIONS: AC CHAMBER - 16"W.8'Un30'N WEIGHT: 60 POUNDS , CONSTRUCTION: 0.125" ALUMINUM CONSTRUCTION NEMA 3R RATED POWDER COAT FINISH FOR CORROSION RESISTANCE UL LIBBER i'OR SERVICE ENIRY EQUIPMENT AND NUN-AUIOMATIC TRANSFER SWTCH STAINLESS STE.FE HARDWARE 3 POINT LATCHING SYSTEM WITH PAD - LOCKABLE HANDLE PLINTH /WAI.I./H-FRAME MOUNTING urn ininuc PnI l /WALI /11-FRAME THUMB SCRE. (3) PLfti PADLOCKABLE DOOR HANDLE IA I 02.5' HOLE W/NEMA -•- 0.00 -? .( P??N \ OR RATED HOLE SEAL (FOR 2' CONDUIT) O??G ooh -6.100 ?? Ji? ?? 6??P ? U,RIA•15L ?E?Rm 9WIHSNMS NQ M NCN6 N4CnlX IAPWI.T O PEE. ?= 9. »D=.ao APPROVALS KNULK-11111 CONDO[ I ) D. Rnss ELECTRICAL SPECIFICATION 120/240V SPLIT PHASE, 200A SQUARE D 200 AMP WAI.KINC. REAM UID.ItY BREAKER SQUARE D 2UO AMP WALKING BEAM GENERATOR BREAKER SQUARE D SLIDE-OAR MECHANICAL INTERLOCK SP SQUARE D 200 AMP 24 LOAD CENTER \\ (AUDIHONAL BREAKERS NOT INCLNUFD) c[NERAioa rLDC (ArrLETON Aa20044a;) 4 ` NI = ? 12-POSITION 200A LOAD CENTER _ 3x60A D(HIHIT: PULK (AC SPU) _ 1z20A SINGLE POLE (OFF IN TELCO) 0 22K AIC RATED ? 1111100"'// EC. SU 15 7 [R fo,,?? '? 18417 STATE OF L )NAL EN1\0 \ •T • .Mobile 6215 MORON CI TRAIL INDIANAPOLIS, IN 462CB OFFICE: (517) .547-71110 FAX: (317) 547-7U19 APPROVALS T-MOHII.F. LANDLORD LEASING R.F. ZONING CONSTRUCTION FIRST GROUP ENGINEERING INC. CONSULNING ENGINEERS 5714 W. 04TH sIRLVI, INDIANAPULIS, INDIANA PIN (817) 290-9549 FAX (917) 200-0500 M W04759 CARMEL WATER TOWER COLLOCATE 3562 131ST STREET CARMEL, IN 46032 w[[I nn[ PPC DETAILS P P [rN9[9 1 WINING DIAGRAM PROJECT N0: MW04759 DRAWN BY: R.E.N. CHECKED 9Y: J.O.J.