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HomeMy WebLinkAbout2001-07-20 Structure BlueprintEXIST BIRD PROPOSED CONSTRUCTION LEFT ELEVATION scALE: , . . , D ENE TOR ECEPTACLE 7 FRONT ELEVATION A7 SCALE: I/1 - 10 PROPOSED CONSTRUCTION EXIST BLDG UNITS PER SPEC z RIGHT ELEVATION A7 SCALE: I/. - 10 — e TOWER PLAN SCALE: , • 111 __ lFiANlNG O 16. 0' :TE-F3p�00-P0I °�� • 127" AGL VALMONT 12 PORT 8' CONIC BLK SLr.PE n FF-.'_ TOP OF PANP➢ET CABLE ENTRYL MODEL o � .' DEEP DUN POCKET, ttP LPANE TER N DISCONNECT / B' SPJT FACE BLOCK, TAUPE COLOP. t0 WiCH E><157 TRANSFER SWITCH r WALL CONSTRUCTION $ •�� 00EE EE RECEPTWACL�E LM.HT FIXTURE 112FIP,WNITE-F3P500-POLY/7' RIGID INSULATION -1/7- 4TL FRAMING O IB- OC ELEC METERPHOTO A- CELL -4- 15•-8' DOWN SPOUT k SPLASH BLOCK. TYP OF 7 6 WL POLY VAPOR BARRIER{, CMU. SPLIT inCE 7,'-. / s'X.' CONI STOOP E{ FLOOR PLAN m MFG'S FASTENERS AND 40LONGS _ 2 e TOWER PLAN SCALE: , • 111 __ lFiANlNG O 16. 0' :TE-F3p�00-P0I °�� • 127" AGL SLr.PE n FF-.'_ TOP OF PANP➢ET a �} � .' DEEP DUN POCKET, ttP B' SPJT FACE BLOCK, TAUPE COLOP. t0 WiCH E><157 WALL CONSTRUCTION $ •�� 112FIP,WNITE-F3P500-POLY/7' RIGID INSULATION -1/7- 4TL FRAMING O IB- OC 6 WL POLY VAPOR BARRIER{, CMU. SPLIT inCE 9 E{ FRP INSTALLATION TO CONFORM TO 4iG SPECIFICATION USING m MFG'S FASTENERS AND 40LONGS _ 2 PIN SLAB TO CMV. SEE SAB T 3�a GRADE OR �ONSTR CTIOII VCT CONIC SUB JIL POLY LYY VA VAPOR BARRIER PO COMPACTED GRANULAR PLL USE PLAN BLOCK. UNCOLORED BELOW m GRAOC. ttP S nBl' LDING CROSS SECTION W SCALE: W M d>� n zzz 3� W z,nZ / N O a 1- o Z u W H Z O w c I�/fl1u4V1L! � Poyii4 � .1 -5VtY A2 MTL FRAMING ® 16" OC u ICE BRIDGE Fj=8" SPLIT FACE BLOCKS �-.^--� 3"X HX30" GAL n, ANCHOR TO BL DOUBLE STUDS AT OPENING VALMONT #81118 12 PORT CABLE �1 VALMON ENTRY 12 POR ENTRY 1-1/2" RIGID IN 1-1/2" RIGID INSULATION, 1/2" FRP, WHITE POLY 1/2" FRP, WHITE F3P500 POLY GRMHC SALE 1 CABLE ENTRY DETAIL (PLAN) sa¢rmr • r CABLE ENTRY EOUIP BUILDING ItPIPE 3 N 2A"/2' OIA CONC PIER A3 KNEE BRACE CE BRIDGE -- - CHANNELS I I I I GROW KALE nICE BRIDGE PLAN DETAIL• SCAa--r/Z—To_ I GRMHKSCALESCALE CABLE ENTRY SECTION AS = ICE BRIDGE CHANNELS /124470 PIROD KNEE BRACE /802245 COAX UNES AND MANGER CHANNEL V CLAMPS ]' E3 V1 2. O.D). GALV PIPE, IFY LENGTH FAPHK SCALE ICE BRIDGE SECTION , est 71 = r. 24' DIA CONIC PiLR GRADE S - /A REBAP V'RT A A EQUALLY SPAC '. A MANi NCV — " 3 - lA REBAR R.••GS, EQUALLY SPACED "WAIN 3" COVE: FAPHK SCALE ICE BRIDGE SECTION , est 71 = r. sLuIATwE PoNll� 2.3y "u l Poon A A A I1) 7/HOLES WATER TOWER LEG (101 3/A. • HOLES TWO OF THE BRACKET FROM I'• p ENLARGE 7/16- PRE -PUNCHED MTS WIRELESS HOLES TO 3/4" MODEL/ WT-LB24 WATER,; TOWER/ ,,.: LEG // 3/8- GALVANIZED HARDWARE 095% USED TO ATTACH TWO HALVES TOGETHER MTS WATER TOWER LEG �yy BRACKET IWT-LB24 GAMHC SCALE COAX CLIMB DETAILS sLuIATwE PoNll� 2.3y "u l Poon A OUTLINE SPECIFICATIONS pGENERAL CONDITIONS CwR�llion P•rml •Mtl M «euV•0 q. a ' IM a. V`Nw M+•N•f OUIrW q M Cw'v,clw`ree t° ,s IM ORNER. OIMr D=mRf 1Mn N W 0002 SURVEY ETES MrvY f Ne�Ym'M,e q IM OrN•, 1-. S -in, •M. M cow6N1•e •:In 001 MID INSURANCE 4, BONDS t•r1Uk=H Iw INmHII pM •ubcwtr«Iw• poMtl'lw i..wr..m elle rHemVY �prary. Fwlrarw ap•H la .mrw1Y Int of 0.00 SUPERMSON k c00RDNAt Cwlmclw fbn pmw0f wp`riww 11vp�M= IM Pmj`1, <OOrtiNIMO IM ,.r. a IM SuQcwuoclon, arr0 Irh•ry k mlebtbn 1 O.Mr-IwdNNE A Cwlmclw • rHronfibiriin ia.ree rwybq k coMaUnq a Una`prwna TWIN. tee••• /nr1rCO O aa• cwnpr ,iln mwfcipol. c°un1Y. fl.l• wq/.lr 01 DIED TESTING C.°i. ��'_ I. Iw Iwg COaNMlwS-cbglb•°AOAO• OI 20M MEETINGS Cwlr«lw . Lf I Hee o.arr 1, 11.0, lip• ..In In. bw wM/w ArcMKI. C° It r l0 It•M oaR1-ConN�«trcn 4HDrq 01 ppr.e• inan•0, par to IM NOO el c-- 01 5100 TEMPORNR UTILITIES CNnr«Tor•non Tare tM J. Hr b c4 ,M w0•rN I.N:n, w wq N I, •wrlory 1«I1M•, ata ,afl• NMroM. 01 "M EORPMEM RENTAL Cwimaor •MA I.- Hu _ nK•fHry la •.pen• RN.. 01 5900 MITI OETCES k SHEDS DMI«iw •rlpILrp�pu:Ir 'IY�1•N• «• a 1reHr meyN) Tor IpN aM mal«bh IMI r ewr•grt fA•. 01 Two, CLEAN UP k CLOSE OUT C°pnr�lpraNtllw •nen I•w. IM S• 1. IM INIa1bn of O -W Cwlr«Tc,it MH tM li•1�1^n1M Omar" Conlralw NN"• PwNn 1�f1M1 W �f ew+p IN d1 to M pian I=— °p11N MCINI`1 olfhp cwnpMlim.PN-LnN ore.lq• (••-WIN•) 01 !0110 TRUC.S k IIGGC Cwlr`ter _. was• Irw•pwlalbn .w IMF pre pnwnel. 01 11300 TRAVEL TMC k PCR DEM fwr•C,NIUlw Ir I wlco ek• I" pp N�ore Iw UN 1.6 IN1H,M, aM '" weW [wEs oMrt0 a °cI-A «p spNt 1°r w mat•Mlf aM Tatar= •emcrt. SITEWORK 02 t000 SITE PREPARIIt10N k DEMOLITION Cwlr . to moWt• •IMI I =•new eo.f 11"IM O.Nr a 'START' e«wNn cw wyw :nm°1ee�"Ne'Ht l+IiwY° al.np'nla .Opp° rOaW 1p°i1H «rads+ w'r. b pbe ... ...... :•Fla h N«mOa ce ell -NOUN. Mol IN L,HeA i •prow. ft- V1 tea• n a M mdnldNE Iw uN Ou•elbn of • . 2 1100 BOLD NpROCEMCNT k CON,STRUCTON 02 20(0 EAIOHAW)IIMk tyG MN C.[emL- ma I— •- M _1 1c, wrlmM ar 9ra0M Ottery, . N TIM �N `i••� ,wtPIT. a H1Hf mprva N N«=ee ar-I•atw li na• _ 02 SOOO Mw tr SUMACNG NH pawrq foal M «c dnq le Nan•. w mato f.nl rp a0jac«prrl p.'rnq. bNa l "pay n �IIMM 5 W' Mme ,leppnp �re w�'Q.•twMa �a�ia• le MbraHlwN to wp+al cona�larr 1° IM HIh1a1Nn of lM Ma•. 02 260(1 POKER 10 STE Cwlr«Iw •MO ca 1. IM N«irks -1. la lM WJOurqrq .:In IM NiIY I' a -,We- I-,. nrOn M StI,_ .0 PNC. Nilo Pa fl/Nrp rr•a�rq• 1 M Oa1fIW m a ltlnN Iofnign vrq petlw, oro .rc.r0 1.0 !2T 0=`1,04 iOMnf, 1 rwa 15•e°Dm• -. 5wx. ✓M' M 2W am0. PMN. 170/2!0 wN. row -,,, cc NA- , N IH. a HrNk• an0� O2 29W TELCO TO SIZE CanMalw 1roa weM• •• «n•ab 40 Mt cet ,en •w" 1 MboH k pw •1wa It, TELCO fer.kl IN, reel« w bre• Ir•n1nH to W 0.,I- -1 I- Ilm•h 1°M•kn. u.lrq a t �plr:� aM t ntllq Iw (a HIM,W :0iwnf: eN Hcn = !• w0 ,5 cdMnl. 02/. 8000 SITE IWROIEMEMIs o2 ME RNCNG RHdr w•e m lr H011rrq Iwet .f n••NO- 02 OBOE) UNMe 1011 SIMMS Canty«IOU 1Mtl 000 le/ N, HNlirq irr:pel;en salla, IN, -q Iw r••. cwftr«Ibn. 02 9000 WIOSCAPYO Cwlr«Iw fM• pmt«1 Imp aM.c.fa •N+cnlf IMI or• NI ' M lccp a ..n. Rw•oraON w«NAbn• 1Mo 0. -N 1° -1. w Nally a •Wlip IrH• an0 flrrrrbb•It cwllalf a•N• 1Hw_ "A 1«- 1 el o:NwAr�l«n°iwi .Ml INCH.. I� �M•cDlpnap:.MeN�nw,laCci.Hwn •"'e I. Be �"NmiMe tr/OIM Prapr°I�MO.rga, YCG aM1 OPOi„M = 0 cal CONCRETE U000 coNCREl: rORmRoRR 1. 1aW M e:m•rrfbn NrnMr. mo0dor. w •IHI; _i' to MH .1 -Cee, :. at'"t.W. b. 4A�GSONRt�I OJ BONO IOAER TOUTOATON N/A 03500001 CATHOM PROTEC 03 6050 TRNI5PORT AND ERECT TORETT •r a0"f 1. .1 - . -1 nIMT.- C"N'., ca mfJe.lO°owlwMNinO wlwNf aM I•ee ••. D] 9000 SHELTER FOUNDATION A b. Sol 0•or f4 .amp tepocit1000 r.a Irq cgeNte, Ma• Ml .•nry0 m IM fRM q IM f,Af wgivN. C. CaMM,Ofh CwcrM, MrNgtn 0 26 OWI• HI YNrb ('r.T 1 ab0 m 1'.N. (b4rbr) 4 :-i D. PmN•rbl i SI ASN ePf Nf Y(N 2 NfI�O«4 I.- d0 x•16 0. _ •r. "c"' (•main) 65 AIM amaw 1Mn E. CeI— k .1. malNaf Iw SMIw IOI.rOotan. ^_ Ir«Iw Ndl `s°APD R's 0•We SI.Mwe Cd151R1ICTIDN S`EOW A 10ns MNbUY CONCRETE M .9050 TRANSPORT AND SET SOLTER MASONRY 01 DDDR I2ISDA6 WaerNq rrw eraf wa.rtRf ' PS A5!M alp• rna>.ry •rrr:N 1900 C90 -N.1 i. Vwlee .wry cn•m01y 1550 rm W,ul•0 •ra•owr a••MAf 1500 rm Mw1.1 T W s leoo RIC 70 S. Wwt 2000 M 475 6. R nlwci Net 2. Cdp O'o•Nir NM .ie )QWO A62 B. 01-1- mwl N= A no. M rrriarnn a r6 Dw aamN•n 1N 1-- War<t :A amNw• ler t eefan • cE," ud••f n=H aNr•.rr. C. w� �9 9p. Mr4wldroppral rwnlwt•mrnl H fl.c. eaM • •N1y a,a f1 m runNrp _w0 .okf. D. C.anle w Y w.Al RM•N oNr a "-KP Map 0, 'Nolan- ,1 1DOnf up 10 6�-0• e0 Crap rnIN=�F5167 E E. a ,nl•M1 B" mmilrum ct La•Oaf• a nP••r'M. Fin bo cw•f Nb. •af0 .en cwcNl• exnp �rU r. wen pwflnNeLUH 1Mf 1 •.c•N M rel• a w• I •'-0' b•Ir.17 w.rif I "'Mee .1. Eq -O feepiw: �iy of IN pool NL Inw G Cwlr«Iw •M. 1 ehh we it to c rel. maoruy o Ma.n w P_Br«. W.- Fra to mminHnl' ILrrya flr•Mr ora to " epOro..e q O.Mr maw!«IurMl C---,-. Gaal rraYfp°ryb ufea wb. prpepeww°r•'. METALS 05 0000 METALS A SIM Ip1°N� . ra(.V)A$- iSUclS""N'ketc36 ASS H Al2 ! O) 5 W Azo, • =E_-.r_. tlenq MKr•OMf E70U A2JJ 6. F•peN•bri �Odl•4cNM b -1 c..BM I233 -N1 ,pW. B- 1 MCAT pct Wln M o rdGrrum 22 . 1- /2. Orr" 1 B..b• M. a.0-169 i1f H • O.le6 w.l. ruin n .0.192 N J. Ip.1 a c� WINE M wl6rw . e.N Int« .ow. m.w:.n. Itrpx.,m rN�"=mf M 33.000 p.1n t. 1 -.N. aaa a S.re eam•IN paean. •.a. D 12- ac. 0..,.It" __ a. t. rpim•I` Wo_".c b a e.e0 erlra C. •C•ppwct�Oaolr. IwrNlniOHpY°0.- --1.IO•rMir 1�,`_ Anl �I St _. 1 N A. N 1°NkaIN prM la w• Nsc fpocllcarwf. R•Minp w. t,nle•m`m RS =waw0•. rNa .M0 q uw M o• .no.n w iMp D1.rrq•. pp.•nr1°rm•e q RS'=LINO Re.l., eM wfD`I•e At w•11"t." It, rN Slmclwd Enpm••r iempwory = I tone ca: n,nq=•, pa bacmp •na M Iwr�prrmf SpCw.r«Ip. aeira=an• f«na�1 n P • IeH .1 peTfaA•. e+e 91.wrUee w e .•ry In 01•. WOOD & PLASTICS D6: 000 ROUGO CARPENTRY 06 2000 FINISH CARpE10RY Cenlr.tlw Nwn I.Mil. wa ;nfa0 mal•ra• THERMAL AT MOISTURE 07 20DO MUTATION Wan frrlouw •Tref MI -1/2• r.pwa•e polHllrp nn•, '-1 ln= e q twtl«Iw oM totl•e ppnn Mwul«lw•if eelNnf. N«f +nu .en •Mf M 2• n nM0 PTINftrr.N Ktro•.••6 q m•mban• q C,nN«.w w• Ywul«M•:• r rr•arMal'anf. rola, IwnNMO ane NfteMa 07 2500 M,[PRMJ`VXi N/A 07 !1100 SrNGLEm AND AOOwO MES C trap �H erNl b•IH aol"+p a M Wo•:rq� R«I me'nOrpy Na.f°c bxf�.06 m mn un .ru rNNwt•e CtgN Pr qOno aM :n:l..a - tweoa• mrp • .p`Akaan•. °IIemG ne :r uA a'lo-lnw b cNrof. 01 6000 rLA5NH0 AND sHat METAL Cwlratw lnua Iurn:Nr oM mflH _r__ -at ".I" le mekn ecc. . • cr H. ie .I.- G=eM. ✓a_9 «upon era InmfrouN FENESTRATION 06 0000 DOORS AND HARDRARE [retry !wr One Ir 1Mr M IwaNW °M I.M q CMNeaw. Ne- H_ M n°b• la C«e w rad. OWN, one M'6 ' Ncbtinq I,- -A. IlunMb. en0 .«I=14/fmn W f•d. •n°. M c°mnNrcid er0pr Iwnu 4 k 'nfteMe DY GC IN, Hue 1 iln k.rr MMI• (Sc %l L -9t5! Ar rpN): Np 1N�^e•t q O,neif oNnwlf•e epwCwlralw fnN cwlal •me a"nl to teer6nalr Ialablkn. FINISHES 1011. IOC -1. a k•I`Ir-13500- F-" 4.ell M 1-1/2' 22 90. rMid Irerr:rp O ID ut. a ) 09 5200 ROOK COVER.IG En cw.ppNDw 12. leen t 1/6•yC-'e, enyy w516J0 CeII4 Nl �a •�) Go : °nH a �•1ab0 A Cw:1r«Iw. Ba •Mn M . Gqn mN, 09 91100 PURwG Equa. Ct_I Na. M 7/4• NI YN.aIN N. •ec• Irm; 1Nco tart b M wa4, twe 1. .41r I It •,Un IriN): lir MNY DoarO to M Cr•n•e ata pbiM 1b. RN0• k «wcM Freer` w waMr r.«fM Ndf N°u N P�pP�OI rpwNN eryar/w cNaNa Mar prinlnlq w ceb NwN '^Q EntryrAeow �rq iTl Fua swir/er .RW°•n q tirein(mo°Icnli. Iq^9•NarfiT nT° io1rN IwrNi^9 o M 1p•cill•,1 q C SPECIAL CONSTRUCTION Cwlr«J 1250 RAVE GLADE Iw Nra. AI ' I and Rove Gue' h pre110ee OK O,pr. Canlr«ler fM. _'. icI• rN°'y ,o c«. u4 larrpwp one a Iron. Cw! «lw •nava Hm a 13 12W KEME & SHIELD•kr Bra" IurrrlM� q o.Mr. wa praa• Trot" H N1ce•Hry. IJ IA00 MNENNL wSiLLL N/A MECHANICAL E�IN p fNr a� ilyr we pelrq fnw ce rrlecalM H N1HHry for rH •raft oa0gf ¢Qrc• Ir•aML IS 5000 NJAC tMwlc«-wcorYp pocwroi"fr kq i"cwtatmcIlnwt M tNaMw 6-Iw km/1pf• Mot unllf. unll• Ina ane tw,N[IN b O,Nr-IurrNfnH M,0 -lop n•rmalal, Mrs.• WI`twf eM abrmf. IANI..na nH «arad»n ab Nnl= .11. cwlmclw Nal ca`«i aN: f ....a. N•rae. br .aper. w aOiN=mH1•. ELECTRIC 16 2000 SIn2P P1.NP 6 5000 ;OWING AND ELECTR' Cwlroctw Mn peva! TODA �NafeO120/2AOY une`prNRW 1fN•ke to IIWWnp, '- .n• 9•w,^.w9. u grmn, oM pa.•r corW.rr i°1«.oaton conti«1w ra «rwr• aM 4imn O.Mr-lurdflRa eRiprNnl .lee Hb•. ma a ° ah necn•ory to corlrpl•iT !M .Orr fnp.n w .eN �Cwlroctur •MTI •rr•urmi°IN WI•r 6pn <wnp4f 'n l•WIY Reva.r 1+ rNf. 16 600o CROUNDMG Cw1r«Iw •ne. O ND INCw Iprrrilgr .'..w. n aM Idb. tM OeNr'f 'Moen( f•RWNO,O sIMN0Wp5 Conlmplw 1011 n la«w rua pr.pnlNq 1 h IumNMe t�0•n`. Cwu«Iw foal lumi•ir luenq Nail•! 'mo=t % naeredk aM 1''Iw.1: •. la ewra4n n«:�� 'sm/ . rRhMEM1D SNIWID 0 p1 ot10•f•0 q IM°eContr«lar o'IM 0.n I OWNER FURNISHED LOUIPMENT h FEES SCOPE OF WORK CONTRACTOR SHALL PRpAE ALL W1EF �S. LABOR TOOLS, TRANS- {TILL` E MDR. PEOVIRE fA ElOTN RMCMATERIALWE C MOLD E.OIIERf10 RttD MOLDS Be 51015 C RW AND CONNECTORS E SWCRR5011, EIC. D GS 1i11RR. REOURCMFMS ARE DETAILED ON nO C:..10 I AND Spofacl Alin AND SHALL 1,CLUX. BUT Not BE UWE) TDM FOLLORW O[YS: AK GUOE f4NfrEN '$MNf•`• COANALS IMIS1RUf' WRRWs /NO CONNECiDRS LOOT f S E wONN SIORS "'' mDETENccT ISCOpN OECI SKATER (OIINOLTOM GIA cANEM`IR 1RA•EAAT }LwEA 110pR1[AIrONS GCI(BAICA CONNECTOt 1'APR[raN•1 CONN SNELT[R [rc1El0oE AND ralzll•:: SIT GROURID IG BLDDILDINGRRWO TERML SpCCUL INSPECT"s ELECIROAL AND TELEPHONE SMICES STALL UNDER SCEKRATE CONTRACT: CDAf CABLE. CO«ECTOAS, 900i5 AO IEUIED OARDAw ANTE.105 AND -1.1 NAC.ETS A M O1 PRE 111, 4:1- �hG u}E-lTlr POLIJ14 SPI ------------------------ I I I I I I I , --------- 1 1 I I I .0 I 1 4' CONC SLAB REINF. W/ I I I TYP G NI 1060'-OWI.A x WI.X T�LAB I 124X12' FOOTING ^ I I I I/<OO NG MIN I _ ____ __ - - I 93'/' OR WTCN I EXISTING BLDG FTG. I I --I r-: r ----------------- I I I Ip 12 CONC.GR I I I I I BELOW GR/DEE I I 21'-q^ � B' CONC. BLK nFOUND PLANATION PLAN s srxE: , a . 1 (pSECTION SCALE: 1' t'p' ROOF B' BONND @SECTION 5, SCALE. I'. 1'0' 3/16' r 2' M.1.7/Ib.6' - W 10.12 q) PENING FRAMING DETAIL s1 scuE: 3' . , -0- ROOF DECK I 142' OIA. OLO 32' O.0 nFL00R PLAN 51 SCALE: 15 15X2' O XI n b SECTION 51 SCALE: I . 1 C 6.0 STD PIPE "IN 1/4-0 END CAPS S' 5' 1/2- PLATE WATER TOWER LEO q) IPE CONNECTION 51 SCALE: I' 1'0- SLAB WL 14 Buildings Iit C." - II .._ p..up. I 5 s 'Alk l S` Hall PROVIDE PUDDLE WELD: ON DECKING TO [ I SUPPORT MEMBERS S/- Ou O 12- O.C. 81 3 ROOF PLAN 51 SCALE: I �[ 10 19 Hai. 14 O N' O.0 I• . I'f' N H O 21' 0.1 1.6. rF6. W 15 wB' O.C. S O[B' O.0 O LJ > In zZZ 5� /5 X 2' OOWE In p WEL GAB' D.D. 0 „7,y in Z O.C. SEE PUN EOR IG ' I�-•di M 0 �y N 0 a SEE PLAN �:R FTG -E. 2 SECTION S1 SLAS I- . 10- F Z w z 0 a U z4 W a N g o DIEAMM BY: En�''/AL4 DATE: T/20/01 (I!B) DATE '7 &01 WIFE DATE •�'OI Ip PIPE CONNECTION DETAIL 1-1 1 s, SCALE: i . , -o 1`4 5!/W'N1 IL tb NpRTN 5 E I CR 15 Y TRISol — qPEDYENi SNEL7ESA2 44,; —� 0 0 C ji € OF A� O G 1 HEAD WEST ON US HWY 12 TO C 5, - / \ ' O SITE PLAN 8 "Z" SECT01 2 PANEL -3 .T, r ANTENNAS, R SEE 6/A2 8 . OC NpRTN 5 E I CR 15 Y TRISol — qPEDYENi SNEL7ESA2 44,; E i jOp1PlS1iE � NORTH HEAD WEST ON US HWY 12 TO L.ANGCN- � PP COAX RUN - / \ ' O SITE PLAN conxSTRAPS -3 4" O.C. 9 39 w SEE 5/A3 7 FOOT HIGH SITE ADDRESS: 2345 BWNE AVE ORONO. MIN55391 ORONO COP COUNTY : HENNEPIN COUNTYLn _ OF ORO�NOW OCCUPANCY: 5-2 n_ SITE AREA. 273 S.F. — - BUIIDI`1G TYPE: Y-5 A. ROOF LOAD. 40 PSF NE LOAD CMM!'/m M:1171-L.:YT7 Al ': -� ESTIMATED 2C01F / ANTENNA ' C04X RUN: Y; 20I LT / Flrt EN!+A 148 LF / ANTENNA PARKING: PROwOED, EXISTING TELEPHONE CHAIN LINK FENCE \ BUILDING W TER TOWEF . 36.. FOOTING tH 1 ��'�'��I LEC. A•----�.-� METER 4j \ EXISTING BUILDIFIG WATER TOWER WOOD GARAGE N Fpp71NC LAT/ 44" 5609.4' FLOOR ELEV. r L W 93° 36'S3.6�M L, T 963.4 FEET "' V 963 `1 I S A S till9 G R 36.2 WATER WER WA POWER F)OT J �v G'W O OTrI Rf I Q ICE BRIDGE RELOCATE -6" WATER -- 10" WATER AIR CONDITIONER SAN A RCO ON CONC.1 PAD TOP -962.0 ' Nv. 955.1 G a F 5 8" SAN S DG BLADDTgN 12'8" K 21.4 .....4. CONIC BLOCK TO MATCH EXISTING BLL ROOFTOP i ' STORY < SEE 4/A2 A/C UNITS I PRE FAB N FIRS' FLOOR FFE 96 EXISTING BUILDR IC 9822 FEE SL 1 1/2 STORY i PRE FAB BUILDRL. c' FIRST FLOOR15.0 = I .r NORTH BRINE 959.6 FEET I _.....................{ II W STf:RAF,1 ' O ENLARGED SITE PLAN SCALE: l'-100 GRMHK: sc- _- 1108.6' AMSL 4 145' AGL NORTH STRUCTURE HEIGHT "Y" SECTOR 2 PANEL sTO 51 ANTENNAS, SEE 6/A2 1079.1' AMSL115'6' ATIP OF ANTENNAS ® AREAMAP E j/NORTH \ � 1010 394 �npC §p tel/ y CR 15 •;� 0^yI sI� 01 SHORUNE RD ' TAKE MINNETONKA NpRTN 5 E I CR 15 Y TRISol — SIT SHORU RD FROM 394,494,12 INTERSECTION HEAD WEST ON US HWY 12 TO CR 15 (SHORELINE RD) FOLLOW CR 15 UNTIL BLAME AJ[ WN / \ ' CO NORTH ON BUMNE AVE WATER TOWER IS ON THE NORTH/WEST CORNER OF THE LYRIC/BLAINE W �My W w n / INTERSECTION O VICINITY NIAP SCALE: NONE OWNER: CITY OF ORONO 2750 KELLY PKWY ORONO, MN 55356 LESSEE: VERIZON YPRLESS 8401 WAY74TA BLVD. /I 10 ST. LOVS v4pX. MN 55426 - > ] N m Q LJ zm o LlZ V ZO C) ' N 0 0_ X / \ ` \ 967.6' A."Ilk SITE ADDRESS: 2345 BWNE AVE ORONO. MIN55391 ORONO COP COUNTY : HENNEPIN COUNTYLn _ OF ORO�NOW OCCUPANCY: 5-2 n_ SITE AREA. 273 S.F. — - BUIIDI`1G TYPE: Y-5 A. ROOF LOAD. 40 PSF NE LOAD CMM!'/m M:1171-L.:YT7 Al ': -� ESTIMATED 2C01F / ANTENNA ' C04X RUN: Y; 20I LT / Flrt EN!+A 148 LF / ANTENNA PARKING: PROwOED, EXISTING Z w ZO u _ w Ig N W vi g POWER UTILITY XCEL ENEPGY, LINDA IJACMEUEHL REPRESENTATIVE- 952/470-7343 TELCO UTILITY VERIZON WRELESS. JM A5P ..00ROkATOR: 763!595-5015 DRI BY: JW ORTE: 7/20/01 Owo BY: O TOWS_ , ELEVATION SCALE: 1/B'-1' ORAPHX% SCKES E © PROJECT INFORMATION 4 04 Ot PREUNINARY ��'�'��I a e 'a T D US WEST US WEST ANTENNAS ANTENNAS i I COAX CABLE i i COAX CABLE (ON OPPOSITE 1 SIDE OF TOWER I LEG) LADDER LADDER I 1 i CAGE 1 I 1 1 143'-2 3/8' it 147' 1 1 1 1 141' 1 j 143'-2 1 I 1 1 3/8" I 1 I I CAGE 1 r n13z 1 1 1 LY11 8b+c R.c 1 1 I I I 1 I 17 117 23-.7'1' W" 1 1 1 EXISTING I I 1 i BUILD NG 1 I 1 1 I I EXISTING 1 BUILDING I 1 I I I 1 1 125 BLAII•E ave pkONO. MN 55391 MIN -005 0• 16' 32' O' 16' 32' WATER TOWER MOUNTED ANTENNAS AND OUTDOOR EQUIPMENT wn � TOWER ELEVATIONS n TOWER ELEVATION LOOKING NORTH Lxl TOWER ELEVATION LOOKING SOUTH .. q-2 0