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Address Info: 1150 O Street, P.O. Box 758, Greeley, CO 80632 | Phone:
(970) 400-4225
| Fax: (970) 336-7233 | Email:
egesick@weld.gov
| Official: Esther Gesick -
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20151741.tiff
Irk I Ih. j �i�c ��i, I I Vicinity Map • •, .iF , • � US 85 �/ ..� - wcR 3o I I 1- _.Ltesaaars,,i_ _ . r -a - - - - i — danaraarassanatal— I I if •.f I 0 I iii I ci,' I___5'"."--i, 7 SII I_ ce, itti r, , J . U I � , ,, ,,. , S/ V 8J - W CR 281, I - - - - - - - - I• . • i(i. in ___, i I il� i I It ,. IIis i . cl\ CfI f , ji al "\\I I ; \ II id It 1 6, l\ / _ L ... SITE WCR26 niCR26 - - - - - 7— NI NI III L . 1 US65 WCR24.51 �. WCR - - - MoseDav - .* Res ervor to kL----- 73 um.ber N I kI • 4 . to .ire al le �. tr I IF .11 1•It i . •••\\\;\•)iL ; o•}, rPP • I I . a SITE • I I 1' I II \ :11e, ` . , , I tj tam *.. I • 1 • r •i AlikI .%LSI Wet i I I 1 • 1. • I} _°' f.. _ w i i 111 , ( ' 1 t 1 t Ir• • I ile w I r - _ -_- a I' C 26 allialii I a a • r _ — - awls It At . _ _ . ... ,.. 1 . it Closest ResidenceIii i - - / ` r' _ : " \ N I- i,i ` S WCR28 _ _ la 01 - � � MaIlltna � � � � r _ � san� � � � - - - - _ USRs within one mile SUP-399I DAIRY ''I 200 COWS I I I I ''5 USR-1236 POWER LINES r ', M ., 230/345 KV U i 1 .4. It Iii WCR26 irrrni . . s i. r La 8. S4CA kVa■ •Sdi .YVEa0PIIMI 51tat a:�. a USRXX-XXXX A PARCEL Of LAND LOCATED IN THE SOUTHEAST % RMER Of SECTION $4, MIMI ' 3 NORTH, RANGE 66 NEST Of THE 6TH PRINCIPAL MERIDa IUD COUNTY. CO WDADO I : II ,...� LSA S.a.. L ._ LL.t was ♦ ly .tl■ra/y I - P.M w, n. Caw, . .. w e t.re IMP al Mon' usn a Ib I• tan ■■ I C.. * Csrw. .t. Old Ca.np. Cyanic. to wa :all-*clam *pips one adepts* On U. 'w: I. Dp•••••• .m adUry Sea. . ...a.:w.a a .c arum ee pn P.. ae a _-- t 44, I' XL • • Paw. VS CAW* Pram Ctrs+par '1 f -_ .w a aaa y n ar gain. gadSalgla un.�nta. l ` ,tor 0N*let t- �aatS Ca.cd INS t- - Cweaa.um NS ru w al fa • •• beta aPl lip ' IS aril a •spa.4r as t. Nesim Nast r Ono oil t■atm a .v t t won Ile_ ,-1 . a [tt t i + wenawc JAM" :, e: i f ..w:aw .usa yr Da atpa.I tie... C.srerw.- G VS cum, a. . et key E :::n .v..:+ w Doled • a g _�K:Y + : Me-(1• :a.h.LN\ itNlit It sins In.wants nap per, .n'(.) s honey avw m U. a :rook lF.tp-.ni P. w one A Q. *ma Pwev.n• xaeas a sxam howl Liu a a: au 5 Qib ++�x 6�'. Swain - �bw, I r r kMl 1tia. utuu . .IL iw . VI[IN�TY VF: 1. I ■ 1 3 r t IIIM1 nine°il. .C lieLt a °a■1 p■ MS I °maM utu MI Its QM t■■ titwnaa.`S.kh La"WS NON°Aa I IWI4 ®$. 6 `1T a.,S.ac AwSIA378-14c tlir.'--- - -- a -1144.1444.r a ' 'N-A-WiEfiti t4aM iIYL Raw I IVIstiCN I I I IMIMI�ILID.maMT�x DNA • IP°OL i i 1 I r I s et LS Wilitlia OltaINGS NI.4•43eit CANNON COMPRESSOR STATION anai darit VICINITY MAP AND NOTES USE BY SPECIAL REVIEW-USRXX-XXXX Liao rri Ip>,tT Petroleum CorporatRon °'°"' �a �^'O'DUE 10/23/14 wt .a aPPr°IER - at DUE _ 69tD fat oatEtaTa _. — ■u .° °worts -a '.� CIi2MHILL •a-di-..t. war .s aa[a 15-CANN-CS-4001 iw� i■\ 1..509 IV,65,1, —WC C 1Y ' I 1:5).606146 1.:41 (fin., X IY IC'', •\ `. ✓ I r \5. I] . 1 I15•{. ...M ._ r • x .61111 ICU , A..it'leilff I . / I i•um; • -- i ----- i \7 i IGI 1 ` I I 1 a 111 -r I I I _ I I E I IR ! >`�1 / fi/R1 I I _ .-- ..b ■ 1Y4�II!Rf1,�p)9 A s I _ G•"PRon. ID ll ACES) - F : 98p *f° �`. I • I ` 11 I "' I + tlfltit NIN: ' 44 Hatt ) i i I .; • 1.,0..110.1' t I, I +A111.ol"%— 1 , II ~ _ ,\ / I _IM1 ,4oF ,..I, ES I \ :EM.I t.M\N1. • } I • 4, ti / I i • • \-061 (M(AW : 7.2.1' 5. evGl CBS JIM4 ;ERAMIO2� ( 1 (WI .,.6f16..OA[ - I a•` --EtGl C.C.... I F.`ELu.�5— — ' i . 'F fY1 LA•t fAii. t E.nl I'tow . r� I (yp� :AD r'• y I uwwrW5. i SA,�,. ;. I i• LIOI tM-Vd IA4 ��.` •Tfllh -,,,.....• S • I ♦US A F:yFe Ent(via rl— t (�+ ' R 1]44.:1:54 W u• //Y. - ••-. :. 6 - - l� 1 1"k a71%f I.2.:.•:, / f[EI (if.IW DWI p - - f v li(. :.. 1[114). -`,_. • 15-fA M:. HAD.-- \ 1111'. -:.< ,,I •1. c 4 1• .LL, (*t0fl tat ----- I --a- M 6 , K. . . _ . .. I I E s iI I I ! b --a. •1Mf.,LZL4 L/.NIUL .IL Ws' i I 1 I - J 0, WC FF 15_4 h-CS-400X OR :1W1CiF,t 0009144104e ≥i - I I 1 I 1xc u.uawn a yy • I I �Eu',r.I . •., j'''''' fL1.Ar Lk tY.R0�11% I I]':'1 (Mk[AJ NIIh [,1 C : I n.A. ' I M hP(UFi COI. . ... - F.,� r I I ...al ,.afv,.uw - o•Rl 4 - I /` I i I / I I I i 1 I I I 9 I I i M. 16 SCI r1 SELF-A[9091E0 /( . OWPRESSO.SIANCM ACCESS 0'M I I a 1 I I WIAPRDISOR SWD.Sad ten 124.-5..Dt OAR).WA: St116Ale; I I s MCR LMx}. =ATCD A ri Ru5 - 8 St fTif1Y COWRY RD. 33 ROR 1--A '0 15111E O I io at if;CAC PA,U, MAW" FAD 16.LCID4490 ./ Nil DOSE I �° :ARIL .4419 ,XO" IRAYEe 11D1N) I LEGEND ._VAS• IRIRMFI I0 0L MI I I , .,•...0:C4•41e A,PfA[[L) IMXIS:5 f1S.E MRIAI .e. ... M 014LA1 1 {. I I •.'W p I _ - I I .M I ( ,,,s .rLrn - --- • - - ---- PROPOSED SITE PLAN I .......... I 5fMt 1• - IW'-°• 3 j rant&M RErfRENCF pIFMMG5 RfN9ons CANNON COMPRESSOR STATION 1. 061A1. E%sMC INSfoe UD !L MIR s MILD K M Iglp.4 S RLOI Wm 6 MUD op.Cb.01W'D Stet Pia KWh. MO a W IRI AND RAS LSIAt51(°el 3,LS PROPOSED SITE PLAN 3 oPJR.L110M5 V 4FOIIDWU.1111 IN WOK OM MIDX1C SOWS SYt.C1uIp14 ra *nada'''.2USE BY SPECIAL REVIEW•USRXX•XXXX Co OYJs. OWOIWiDIs:rERTI, WIN G Mt OR MID a Co 2 lit=Ro m% GAM DISIL. a H46 DAG.G A fl 005W;LCA ?MI LROCIMtL S'SIL. -oCG) .00K vl,y,7 00010111 UIEAMOM M1E 10/25/14 ARE MIL 4 E SISTER.o►r s. II ao-r. E '°c-' .at 2..00-°. Petroleum Corporation tWa Pt.We S L 6N0•-0'slit Mt 'as nvulo SM7 Kat Rani-(CS'KS)C0OWI AIL 'Can ID at :L ISSLFD IDR KIWI v _ - MM OAR_A Sit ARO OREMGI I S DR IOCAL Pin!S15. COMMIT SKIIM M1Oq,If:f01I 10[01/1111 /> 0 fOR Il.IMI UP _ MC. Mn: '�' [511 coolD Mrt MIDIS MDR ro m- ML 1 CH2MHILL "'in Sala MI 15 -CS-4002 EI. Q. S 19A7[.ML 0[r ::�! Rt1M[t.W9 • AID 14f Iq.IM 5 I.1,' 0.0. "O MU Iq OL6(111v.oil Will Ir. rI Pal OD In Seta: AS ECM -�- - in r I 1.u•Ix0 IIUJA Ia' 11 4A 4. wa.1 .UP r bLai M1EI 0VMIIl NU 1410/1100.06 \ 'LI WI '.I�r •o•I _ 1lEA M AI • GO CO 1R11� _ ® ^• 1 4 .a-/i411 ` I i I II E R 1: �• ' I n'." IrwN 4c:: Gai • • P I A O I I , I r W.1 I WK. k' .YNt� i,:1 ',two ii•El :'IW..A / I ► __ .. ;i. ' r }. 11Y rd1 1I.Y4 r\ a • - _ .. ii IJI• 43-16 IOU fun ■[ IJt1' 1 i '� i 1� .�i..w I ^ w. ill l./•K CT, •y .. . . [J A • v c 0.J11(11 ;alitl Cl:Gw i a `I 1 J law N i wal Ira G.i�) L • • • x. y,,- �� /.7i I i •a ,.:ui`i. * _ I . . I• Y 7 �•—._ .._ y' ...w Ws OWL 14.1) Wit. 11la11Y MIS oraw or �l CtantCTWM I7 -L.. :rl n .MJ fW/iwWd CSu'rtc► _ w.Wl g l•d V-. / 'II Wu) MGAC NMI .YR auk 1 R AIL I I. a �•- 'i gPIPII■ ]f 1 1 +.. .II IIwW�I MIaY(1•'i. . ) IPCIIC�.�rIAlIIM'tar'PA l ) ,II v�. N� 'JIO ., WI'•�.i, 1 Our lil.lulla J ill lr Ma I 'I*41 .. 1 I 1 nIMPIMM l IINrq tmat 1 il It I TtQ '_'f'_'T 7 '..1i!'a `. Irk & ►w.a JON PIPEAAolrl , i i v L I lliron • p 14\q C• Mm 1 ti N +.olwrs , J I N }MIIYOUIINI ! O..NwII) • . _-_ _�. _.-.. -__ ...._-t-- - ►t R�NMO 1 OIiMMYa 3 4M/IMl[! l _ M Meta Cad MP M04 4 dB al NOW 1 q..PIMA i w. 1 � 1��f11 1 •[I t go .Un Wry :I IPA 1 1 N ui[ 13 PPE 4*MI MOM1 111..MSS I a w• . u' w sr; w ,All \ Ai TOYSAN Ole / III Orrin J N NOD 1 u1rNMlr 0 MPIMO I III PIia / A OICOVllry 4 IIIr NMM IlE M NMII 11..PPM_\* I 9u.,..,,':.• 1a wI,•1•µw V,n M lilac IMD 1 ,IIMinrt itf . .1Y Il 'Yr III..PIIIY Gt-1MI II PHONE IIPAMIaP / 7 J-i PlA•MIR; I i MI i24- [f 5410 PASS lu. .r.Mnawe v\IN. i M CT 0001/N 1 I11..OIYJP! DOM IN'-0'lot 106), :Matt 10 la® II Wp Y iI tAIM II niit 4 r •rs/PirJm. •rr•i g sIs a- -'ti:as. j ILSELND J IM Cola/ PSI IR lal If PRQPOSFQ ENMR4ER SITE PUN IlJsa/u War; Olt oa..w 1 p war - �.v5..r-`� I 1041 1'• a '-0' W D icass .>•N j I M°cat Ms. OM1'°Tht*i '° molol"R Via III _K r 1s c . CS COO l`�"I�X DRAWING) �`�"5 CANNON COMPRESSOR STATION J WICRICLITAVAIOV s1Pu i `snY al IOU uINI tOuics z.0llar wO st a1WIw ,nwtaast MM PROPOSED ENLARGED SITE PLAN 11CMI IOR Sala OP[UIgc' I AM N1(N&W ( 6 IOCAIlIID.LOrei M t*iW cat gasman. USE BY SPECIAL REVIEW•USRXX•XXXX Lull,rr•10P WA..a IISPOIOOII 101 Ail Ilan_Mall.NW MA AOSat711..RUNIC C016,YICIO MINIS w01 IMAM WWII M M a..n a owns fPllsrY4lrr � /� Petroleum Corporation j . 'V WO CREATION DM 10/23/14 Kt Ito iOMR.Lso6 is. it Ir5PCi61a/ ra•lallr6! 'YIOLK/ID as •ll[NO01•JD MOO 510 SSDIIWIK.. . ® Ma K a PIRIn ..yY�Y' *PROM - NW SAIL —--- �aw1 K.•. w�j , COMMA a Iti Stl canvas all SiYtl,. MAP MY 41114..M: LIMO C0MM 5�NCIYR5, 6TIISD MR QfYI i.al C!'IZMHILL •:'••:•w' 15-CANN-CS-4003 SNIP N S4LLW'Cr IICCiCLT. •131[1.NO Cal-UP LTA a ,ISOUIVCI I IMS.MD OOf!aallllo WAS SCMt� AS 40110 -d OP COS N alkyl ill"MEWL WA MO LTA AMIOST{M MJ1/tYgR Oi w0 Ili YO Qiolwlrl ..I rl rI - _ \.. \ W- • ` F 1 ""`.``- "• "" $4 ~�~~s~`- X-rr. r CANNON COMPRESSOR STATION Site Plan - ----- 1 --- I ----- - ---r - -- -------_-_ I "(APPROX. 9.25 ACRES) fi 1 , - .,wgr `r 1 4h .r- }----i — --- -- - - - - - - -1 —r - - - -- - - _ milt .."., d li V rw - I ilk, t w � I Ilibmmmmmm I I I 1 111 I p1� Z J` is I w g a I I I I , I 1 1 I 1 f I I I y1- 1 I 1 Dr3' �9P tacit 114 I,. �C I I I 001anct I - 1. i i I I t. 1 1 1 , 1 ins , I 7174 r y II I lat. h.li �,, dpp• �1 • 'y , 4 I % ' I —Tco'w seo+iAltin.» III Z 1 _ 11 ,, II 1 ) 1 11 I I I ~ i1 I I I . 1 W I • I 'Kt1 'si cLtn,1 1 ibilitatilt f 1 1 , It11jZ �,� ` I � I _ u !'+ i, II 1 ' 1 11II I ' 1� '/1�1 1' i 1 1 1> > ' A . 9 *3443ch I ! I I titer:We sihi -, . `l - • '� I I , W 'il 3 17 1 i Os av 1 1 in !R 1YL PG :03 it u ILA it lti I I I ' I III I I I I III 1 - = �• Ellle—s J -k ,) I I I I -_ I I • I I I I r I _ i/iN4 ‘ \� I i I I ' 1 1 I 11;1 g ♦ I I ` .� yyiii I �� - - I I I I I -' \ \ 1^ ti I I 1 ' I I I I `` ' alai , i L I I I L 1 ' I '�, '�� a W WS 1 Total acreage 160 +/- I I ► I Il Y g III I • - - • \ \ i���'i� r�iR V� V ' V T I I I I I I I I 1 ` I. I I I 1 I i ~ \ . � . I ! • . 1 I I � 11 \ � `� 1 I I! / / 1 1 1 I - t i I 41 Ni." r • I II I i • , I I ( 1• 1 ' -lii I 0��\ III I R l'tl I1 \ I I I W ,, L ! Ii 1 ' I I I I III •� 't - - = _-___= ---- ..` I I ' N. t \I I ). - + I I , i \ I "N �. I I I f ti i1Al 0 I \ 1 ,r "4 ` � I I / I ( I a `I I ' ll - I I I W ~N �N I I I I I i � 1/re rs � STORAGE YARD \N , � � i i 1 //� )4 (17 ACRES; SEE "NOTE 2") �^ ee re;,', ► I I I a , / I I I . I I I,� I I ,/ / I et? �1 . . � � I . ; mot' t ' �/ ~-I 1 _ `l'a - Al I.--i rIf r I w- ate I I fi i I Lei W W' 1 ! d I .�4 : I W 11 ti' 1 !' - , - I I I i 1 Ili 1 ' I EXIST. ENTRANCE TO BE IMPROVED I ' I , A__ • — (GRAVEL SURFACED; 60 FT. ACCESS ! ; -L., CR 26 ' - - I RADII) (ACCESS PERMIT No. - - - - - - Wa PURE ➢*AawAI 7114 AI w dial Eta MIR N SWORDS 4t0144M SW - ➢all Cad ` - A` USR140079 1011 AIM I At UM 9!CA1 74101111.10 ISM MO al F WICK Ala Ran,iMH-aA4 61a alma 61911141 eif10Wt.1 IMyll.MAaSC a MO CAS rrroal it at 140.141(MMESaaI SODA fa Walla CAS NO Y:MIX CPA6tl. RUNIC M C MO I0. CON (E A DMA11IIrA 015,0 ASg6111(44•0• 1411 SAVCtiffallOtS M a SHAD ef60.1.003.MO ON (I)WWII? NW 4G4"n-_nO1 MY) A PARCEL a UND LOCATED N 114E $OUIIEASI OLMNI(R OF SECIPON H. 1O11NSSP 3 NORTH. RANGE 66 HEST Of 1 M1MTtal O IM RM,Mr 0640 A EMU PIORm Call R SAI '0 Maar tl-6-q 01 IM Nth C%MTV COD( Ifif 6TH PRINCIPAL IENWMN, WI EU CWNIY, COLORADO I T4 KUM CI 0414104 a. a N 444 4 at 414 I/)MA A rlr.IS 41414)111 M 4411740 4 14 Taal a M Wfl MSI L aarP10 4.4004047 WAIN 00110.40 Santa Pus 5 74 6440VJOIC NO YAL W.a 101 VII 14,14 L 4144400 I ARa0M4 M 114 44 034.0 tgSIW.6K4Ufc r1M l vaAa 991194 Ma Ha• a wl Mart a etOllt IMMIWA ID C a A ILIA: a lot 940.0140 14taMaI, IN antCOOL 1/11MM61 I v \ I t 1' RUMMY w1r6...ua .u:. sn1.�N x aca a Ev41Mat ro l tomai 106 M 7010 6 afl .inaa a CANER ,S. WOWS 100 l a w at1D c1)Del COOL 1 A 7 w 'C ita TWO N31O6 fM WWI MOM Ms L Wa ll4 a It 100 w a . 6 ICI Enna Ia 14 rrawcl - •„a•at M _,.T Nr...:. I i 1 •"�M I A ACT OM1L MAIM f. rpA L�M ] - AMV Wei. '.4 •a. well re OM M .N P .•'a rr,.a Canoe r tI11..wi Aor ti^ ___ 4 es eiNs . nfifl • �/ '•1- , - A :N t•••••N•. rt Card :a b IS cWr-.M4. see one o�P ti Sal Spec.' _ `` C••.�..+ ti.-1 110 q 1 S IMO Work. w ewer�>a.•r_ 44 r Xs II/ r{A4 LlA1 IF ID ma a COON a owes a cork OM Cm-97 TA61LL flit. L main n ;p Doan 3" • u 6 It I A.. •424.*Mfr SAO sea a;NO a M Mo 71.S leak 11LS N0 4aai13 Cl. L-a-a)6 Ca_ as a puma it .4 N • ft on KRIOW Ir903111 N A 1Mrfm M' Pat Ca Sal NO ' YY 0354440u \ - An ~'7: l • l 1. PO Ifa441a1 Ara al a '4 TM1 • .11•/17➢Y WO SS ma S W C. 10 4x:44 aaa /KITS 91afM:• MOT)/601 I I Gm. es GYM 174",71 GMrrrP r.l MUMS?O A SAS a 'N OCO aattS 0610TH f66 IS 477775 Sal bL-,ODS. CES ---12 w I • • I• art Mtt10Nl LWl r *4715. la MO UMW,A ae.EO aw Ca(RS MOVE aaae Orr.NO 6141 P0111D. l I t I gu.6u[i 4341(041 H AMU& SM. tan 1 10:0100 1171 M/TOW Ma 'n10.1W Paw 4 aW Y 1: IAf4iM DA, MO,(61114 •a10WMI lab Veit r CAiStJU a lit l0 H Mir Lei. ■ Olaala 4 MCnrla 6* IM MWO4D XIS Sifted 1114,Al M. AMTS `A• LMA4r/ © O Vr'amtiNW I .I tlAM d .m LOW165b(K Waif •n4M NfA, O".Y I -` MIN esel o 1 Nall ALM i.Af MY,�.,44 1] AQaMII awC. 'MwMW100 MO 10111 Mat*Mu a IIIDAaY Ill IleSO1l5 ANO NI11010 P M 1Na1n,Al at 1674 d raw Ne,�1 - 4 R P11 a es an%me M ewe M camp como�A No 4n .beau. Om Ms" MM. w feel I,. I fNRatt;at canc106S M[ a•M ra J71 04411110(»cadc NM .0461 A at,. MOW PAM tie 701610 MIU a Aanl/alI I 0 SU Spuds al44 M hn N DN Po ISM IMAM •M 0.4•W*N' NVWS w M,ar, ra i.« .,.J I afc6Ao:of wands a MO Pea oMaw la WOW TOns sw a KING a A awloar W6 No MOSS ra a w IN ,.,,.a,cM }e rip cow, oponaM a nas 4410 461 LWNmi6W la n6) aiat qua WA, a WJI IO N A CUMIN MOW W 111w(Dan ,Mr www. 7144 31141 COM11r r1M0 aft ., Ni nor 414, / Oa Cr, N 4. 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PIPELINE M. 24n7!Cells Lane Date: 10/23/2014 EULESS, TX 76D40 Houston.Tezu 7706e Structure: 70-FT MONOPOLE H: 817-864-4100 FX: 817-864-4199 PH: 251-444-5277 / FX: 251-444-7270 Site: COMPRESSOR STATION Location: COMMSCOPE Owner: .— — 8.5" ACROSS FLATS Revision No.: Revision Date: 70'-0" DESIGN _ Building Code: 2006-2012 INTERNATIONAL BUILDING CODE Design Standard: ANSI/11A-222-G-2 65'-0" ID Wind Speed Load Cases: 3-SEC. GUSTED VNND SPEED Load Case#1: 90 MPH Design Wnd Speed Load Case#2: 50 MPH Wind with 0.25" Ice Accumulation 60'-0" Load Case#3 60 MPH Service Wind Speed Structure Class Exposure Cat. Topography Cat. Crest Height II C 1 EQUIPMENT UST 3/16"THK x 39'LONG i Bev. Description (EST. Wl-. = 0.863 KIPS 69 (1)AXIS Q6045 SECURITY CAMERA 50'-0" _7 65 (1)HP-3 RADIOWAVES DISH W/ODU 65 (1)DB589Y 10'WHIP 60 STAND OFF MOUNT 50 (1)CISCO 1 552 E WRELESS ACCESS POINT ANTENNA F®LINES ROUTED ON THE INSIDE OF THE POLE STRUCTURE PROPERTIES Cross-Section: 12-SIDED Taper: 0.13382 in/ft SPUCE LENGTH= Shaft Steel: ASTM A572 GR 65 Baseplate Steel: N/A 2'(±10%) Anchor Rods: N/A Sect. Length(ft) Thickness(in) Splice(ft) Top Dia. (in) Bot Dia. (in) ` 1 39.00 0.1875 2.00 8.50 13.72 2 48.00 0.1875 0.00 13.08 19.50 3/16"THK x 48'LONG (EST. Wf. = 1.565 KIPS Q,p,00 L►C4- t1_ O ' .oa.e.ye �[7�' O� o .7 2- 0'-0" :0 41862 Fe �' -kk.k,..-;,./5:17-- . 4 MO-Y$F.ft -OV1 6(P.E LIC#41362 614-399-6250 I rtike@ipagmn -15,-0" - 19.5"ACROSS FLATS BASE REACTIONS FOR FOUNDATION DESIGN Moment: 140 ft-kip Shear: 4 kip Axial: 4 kip COMMSC PE® Page 2 of 2 .lob Number: 23514-0828 111WI Twarna°AIn`�®rru©a� Eng: Customer Ref: TP 12926 Power Products,Inc. MFP 11312 S. PIPELINE RD. 2427 K•U1 L•n• Date: 10/23/2014 EULESS, TX 76040 s•atoa.rex..woes Structure: 70-FT MONOPOLE 'H: 817-864-4100 FX: 617-864-4199 PH: 281-444-8277 / FX: 281-444-7270 Site: COMPRESSOR STATION Location: Owner: COMMSCOPE Revision No.: Revision Date: FOUNDATION NOTES: 1. FOUNDATION SHALL BE CONSTRUCTED WITH ENGINEERED FILL OF 3/4"(OR LESS)CRUSHED AGGREGATE. COMPACT IN 12"-1 8"LIFTS c /POLE SHAFT /{/ 2. THE CONTRACTOR SHALL DETERMINE THE MEANS AND METHODS TO SUPPORT THE EXCAVATION DURING CONSTRUCTION. THE CONTRACTOR SHALL READ THE '.------'O GEOTECHNICAL REPORT AND SHALL CONSULT THE GEOTECHNICAL ENGINEER AS (2)3/4"A WEEP HOLES NECESSARY PRIOR TO CONSTRUCTION. @180°SEPARATION CUT INTO POLE SHAFT TO 3. FOUNDATION DESIGN IS BASED ON GEOTECHNICAL REPORT BY: ALLOW WATER DRAINAGE ENGINEER: GROUND ENGINEERING FROM POLES I H REPORT NO.: 14-3565 (DATED 3/2 1/14) X11 IIIII 11111= =1111. IIII _ 4. THE FOUNDATION HAS BEEN DESIGNED TO RESIST THE FOLLOWING FACTORED '1111 1 III= LOADS: -IIIII` MOMENT: 140 FT*KIPS SHEAR: 4 KIPS 11 I AXIAL 4 KIPS 11111 I 111 IL IIIIIIIIII I IIIII UNDISTURBED IIIJI 11111= =iilfs°'L ) 11111-1 111 1. III -111111 IIIII, Tr _ (2)314"0 HOLES @180° SEPARATION CUT INTO POLE SHAFT TO ALLOW . 1L DRAINAGE LOCATE APPROX 1 f2 THE DEPTH UP FROM THE BOTTOM in A AGGREGATE ALL --INSIDE POLE SHAFT AND OUTSIDE IIIi III IIIII= -�'�� 111 II, pe,0 . iks -(2)31a'O HOLES @1&0° C.) ..•j'.P�hc•.O SEPARATION CUT INTO :4, o� - POLE SHAFT TO ALLOW 4'Z' 2'. f -ft DRAINAGE LOCATE :(-) U 41862 T1. ' APPROX 1/3 THE DEPTH ; UP FROM THE BOTTOM ..'r i • 3/8"INK BEARING . .� f--1 I (,// 68 �/ MK] 14LC#4'562-PE_F.RDANSNC P.E L V-3'-013 MIN DRILLED SHAT-- I 69-398-6250 I rnked-rfprg.orrn DI FACT EM B®M BVT Job Page tnxTower 70-ft Monopole - MFP#23514-828 r1 1 of 5 Michael F. Plahovitisak, P.E. Project Date 18301 State Route 161 W Compressor Station 04:05:58 10/23/14 Plain City,OH 43064 Client Designed by Phone:614-398-6250 TAPP (TP-12926) FAX:mike@mfpeng.com Mike Tower Input Data This tower is designed using the TIA-222-G standard. The following design criteria apply: Tower is located in Weld County,Colorado. Basic wind speed of 90 mph. Structure Class II. Exposure Category C. Topographic Category 1. Crest Height 0.00 ft. Nominal ice thickness of 0.2500 in. Ice thickness is considered to increase with height. Ice density of 56 pcf. A wind speed of 50 mph is used in combination with ice. Temperature drop of 50°F. Deflections calculated using a wind speed of 60 mph. A non-linear(P-delta)analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Local bending stresses due to climbing loads,feedline supports,and appurtenance mounts are not considered. Tapered Pole Section Geometry Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft ft Sides in in in in Ll 70.00-31.00 39.00 2.00 12 8.5000 13.7200 0.1875 0.7500 A572-65 (65 ksi) L2 31.00-0.00 33.00 12 13.0773 17.4900 0.1875 0.7500 A572-65 (65 ksi) Tapered Pole Properties Section Tip Dia. Area I r C VC J It/Q w w/t in in2 in4 in in in3 in4 in2 in LI 8.7998 5.0187 44.2627 2.9759 4.4030 10.0529 89.6883 2.4700 1.7755 9.469 14.2040 8.1702 190.9753 4.8446 7.1070 26.8716 386.9677 4.0211 3.1745 16.93 L2 13.8155 7.7822 165.0374 4.6146 6.7740 24.3632 334.4106 3.8302 3.0022 16.012 18.1070 10.4464 399.1808 6.1943 9.0598 44.0606 808.8486 5.1414 4.1848 22.319 Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Component Placement Total CAAA Weight or Shield Type Number Leg ft ft2/t p/f CAT6 Cable C No Inside Pole 69.00-0.00 1 No Ice 0.00 0.15 1/2"Ice 0.00 0.15 1/2" C No Inside Pole 65.00-0.00 1 No Ice 0.00 0.15 1/2"Ice 0.00 0.15 7/8" C No Inside Pole 60.00-0.00 1 No Ice 0.00 0.35 1/2"Ice 0.00 0.35 CAT6 Cable C No Inside Pole 50.00-0.00 1 No Ice 0.00 0.15 1/2"Ice 0.00 0.15 Job Page tnxTower 70-ft Monopole - MFP#23514-828 r1 2 of 5 Michael F. Plahovitisak, P.E. Project Date 18301 State Route 161 W Compressor Station 04:05:58 10/23/14 Plain City,OH 43064 Client Designed by Phone:614-398-6250 TAPP (TP-12926) FAX.:mike@mfpeng.com Mike Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ft ft2 ft2 K ft ft Axis Q6045-E Security C None 0.0000 69.00 No Ice 1.00 1.00 0.01 Camera 1/2"Ice 1.25 1.25 0.01 0DU A From Face 1.00 0.0000 65.00 No Ice 1.24 0.52 0.02 0.00 1/2"Ice 1.39 0.62 0.02 0.00 Decibel DB589-Y B From Face 2.00 0.0000 65.00 No Ice 2.13 2.13 0.01 0.00 1/2"Ice 3.00 3.00 0.03 0.00 3'Side Arm Mount B From Face 1.00 0.0000 60.00 No Ice 0.76 0.76 0.03 0.00 1/2"Ice 0.96 0.96 0.04 0.00 Cisco 1552EU Access Point C None 0.0000 50.00 No Ice 1.50 1.50 0.02 1/2"Ice 2.00 2.00 0.02 Dishes Description Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside Aperture Weight or Type Type Horz Adjustment Beam Diameter Area Leg Lateral Width Vert ft ° o ft ft ft2 K HP-3 A Paraboloid From 1.00 0.0000 65.00 3.00 No Ice 7.10 0.05 w/Shroud(HP) Face 0.00 1/2"Ice 7.50 0.09 0.00 Load Combinations Comb. Description No. 1 Dead Only 2 1.2 Dead+1.6 Wind 0 deg-No Ice 3 0.9 Dead+1.6 Wind 0 deg-No Ice 4 1.2 Dead+1.6 Wind 90 deg-No Ice 5 0.9 Dead+1.6 Wind 90 deg-No Ice 6 1.2 Dead+1.6 Wind 180 deg-No Ice 7 0.9 Dead+1.6 Wind 180 deg-No Ice 8 1.2 Dead+1.0 Ice+1.0 Temp 9 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 10 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 11 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 12 Dead+Wind 0 deg-Service 13 Dead+Wind 90 deg-Service 14 Dead+Wind 180 deg-Service Job Page tnxTower 70-ft Monopole - MFP#23514-828 r1 3 of 5 Michael F. Plahori►tsak, P.E. Project Date 18301 State Route 161 W Compressor Station 04:05:58 10/23/14 Plain City,OH 43064 Client Designed by Phone:614-398-6250 TAPP (TP-12926) FAX:mike@mfpeng.com Mike Maximum Member Forces Section Elevation Component Condition Om'. :Leiul Major Axis Minor Axis No. ft Type Lord Moment Moment Comb. K kip-ft kip ft LI 70-31 Pole Max Tension 5 0.00 0.00 -0.00 Max.Compression 8 -1.53 0.04 0.16 Max.Mx 4 -1.08 -42.24 -4.07 Max.My 6 -1.09 -6.31 -38.20 Max.Vy 4 1.96 -42.24 -4.07 Max.Vx 6 1.84 -6.31 -38.20 Max.Torque 5 0.18 L2 31-0 Pole Max Tension I 0.00 0.00 0.00 Max.Compression 8 -3.18 0.04 0.16 Max.Mx 4 -2.50 -128.48 -8.36 Max.My 6 -2.50 -12.84 -120.35 Max.Vy 4 3.26 -128.48 -8.36 Max.Vx 6 3.14 -12.84 -120.35 Max.Torque 5 0.18 Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° Ll 70-31 9.489 13 1.0047 0.0000 L2 33-0 2.504 13 0.6814 0.0000 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gm Deflection Tilt Twist Radius of Load Curvature ft Comb. in ° 0 ft 69.00 Axis Q6045-E Security Camera 13 9.270 0.9991 0.0072 18364 65.00 HP-3 13 8.398 0.9764 0.0066 18364 60.00 3'Side Arm Mount 13 7.324 0.9465 0.0058 9182 50.00 Cisco 1552EU Access Point 13 5291 0.8745 0.0042 4590 Maximum Tower Deflections - Design Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° Ll 70-31 37.972 4 4.0305 0.0000 L2 33-0 10.013 4 2.7256 0.0000 Job Page tnxTower 70-ft Monopole - MFP#23514-828 r1 4 of 5 Michael F. Plahovuisak, P.E. Project Date 18301 State Route 161 W Compressor Station 04:05:58 10/23/14 Plain City,OH 43064 Client Designed by Phone:614-398-6250 TAPP (TP-12926) FAX.:mike@mfpeng.com Mike Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 69.00 Axis Q6045-E Security Camera 4 37.097 4.0077 0.0315 4618 65.00 HP-3 4 33.607 3.9155 0.0286 4618 60.00 3'Side Ann Mount 4 29.308 3.7937 0.0250 2308 50.00 Cisco 1552EU Access Point 4 21.167 3.5022 0.0182 1152 Pole Design Data Section Elevation Size L L„ Ku/r A P. >i f'', Ratio No. P. ft ft ft in2 K K LI 70-31 (1) TP13.72x8.5x0.1875 39.00 0.00 0.0 8.0086 -1.08 590.32 0.002 L2 31-0(2) TP17.49x13.0773x0.1875 33.00 0.00 0.0 10.4464 -2.50 755.64 0.003 Pole Bending Design Data Section Elevation Size M Al,„ Ratio M . Al. Ratio No. M M,, ft kip ft kip ft Nn,, kip ft kip ft >my LI 70-31 (1) TP13.72x8.5x0.1875 42.44 158.55 0.268 0.00 158.55 0.000 L2 31-0(2) TP17.49x13.0773x0.1875 128.75 265.59 0.485 0.00 265.59 0.000 Pole Shear Design Data Section Elevation Size Actual xY„ Ratio Actual xT, Ratio No. V. V. T T ft K K )(1'„ kip ft kip ft >zr„ LI 70-31 (1) TP13.72x8.5x0.1875 1.97 295.16 0.007 0.18 321.49 0.001 L2 31-0(2) TP17.49x13.0773x0.1875 3.27 377.82 0.009 0.18 538.54 0.000 Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P„ M M y V T Stress Stress ft o.n xm,„ xm„, Rv„ x'C„ Ratio Ratio LI 70-31(1) 0.002 0.268 0.000 0.007 0.001 0.270 1.000 482 '1/ r`, L2 31-0(2) 0.003 0.485 0.000 0.009 0.000 0.488 1.000 r 4 8 2 � rV4 Job Page tnxTower 70-ft Monopole - MFP#23514-828 r1 5 of 5 Michael F. Plahovitisak, P.E. Project Date 18301 State Route 161 W Compressor Station 04:05:58 10/23/14 Plain City,OH 43064 Client Designed by Phone:614-398-6250 TAPP (TP-12926) FAX:mike@mfpeng.com Mike Section Capacity Table Section Elevation Component Size Critical P BPa11,,,,! % Pass No. ft Type Element K K Capacity Fail LI 70-31 Pole TP13.72x8.5x0.1875 1 -1.08 590.32 27.0 Pass L2 31-0 Pole TP17.49x13.0773x0.1875 2 -2.50 755.64 48.8 Pass Summary Pole(L2) 48.8 Pass RATING= 48.8 Pass Job Page Michael F. Plahovinsak,P.E. 70-ft monopole- MFP#23514-0828 FND 18301 State Route 161 W Project Date Plain City, OH 43064 Compressor Station 10/23/2014 Phone: 614-398-6250 Client Designed by email:mike@mfpeng.com TAPP TP-12926 Mike Foundation Calculation According to ANSI/TIA-222-G-2 I.Foundation overturning resistance calculated with PLS Caisson,for Brom s method for rigid piles. Soil layers modeled after recommendations from the geotechnical report. 2.Cohesion strength for the upper 9 ft has been reduced by 50% 3.In lieu of a soil resistance factor fs=0.75(TIA-9.4.1)an additional safey fator against soil failure of 1.33 has been applied. 4.Foundation is designed with a minimum safety factor resisting overturning of 2.0 5.Foundation has been designed with factored loads per TIA-222-G. 6.Design water table=25 ti below grade *** PIER PROPERTIES CONCRETE STRENGTH (ksi) = 4.00 STEEL STRENGTH (ksi) = 65.00 DIAMETER (ft) = 2.000 DISTANCE FROM TOP OF PIER TO GROUND LEVEL (ft) = 0.00 *** SOIL PROPERTIES LAYER TYPE THICKNESS DEPTH AT TOP OF LAYER DENSITY CU KP PHI (ft) (ft) (pcf) (psf) (degrees) 1 S 2.00 0.00 0.0 1.000 -0.00 2 S 20.00 2.00 110.0 3.000 30.00 *** DESIGN (FACTORED) LOADS AT TOP OF PIER MOMENT (ft-k) = 140.0 VERTICAL (k) = 4.0 SHEAR (k) = 4.0 ADDITIONAL SAFETY FACTOR AGAINST SOIL FAILURE = 1.33 *** CALCULATED PIER LENGTH (ft) = 13.000 *** CHECK OF SOILS PROPERTIES AND ULTIMATE RESISTING FORCES ALONG PIER TYPE TOP OF LAYER BELOW TOP OF PIER THICKNESS DENSITY CU KP FORCE ARM (ft) (ft) (pcf) (psf) (k) (ft) S 0.00 2.00 0.0 1.000 0.00 1.33 S 2.00 7.95 110.0 3.000 62.62 7.30 S 9.95 3.05 110.0 3.000 -57.17 11.56 *** SHEAR AND MOMENTS ALONG PIER WITH THE ADDITIONAL SAFETY FACTOR WITHOUT ADDITIONAL SAFETY FACTOR DISTANCE BELOW TOP OF PIER (ft) SHEAR (k) MOMENT (ft-k) SHEAR (k) MOMENT (ft-k) 0.00 5.4 203.5 4.1 152.6 1.30 5.4 210.6 4.1 158.0 2.60 5.1 217.6 3.8 163.2 3.90 1.9 222.5 1.4 166.9 5.20 -4.7 221.1 -3.5 165.8 6.50 -14.6 208.9 -10.9 156.7 7.80 -27.9 181.6 -20.9 136.2 9.10 -44.5 135.0 -33.3 101.3 10.40 -49.9 67.8 -37.5 50.9 11.70 -26.6 17.7 -20.0 13.3 13.00 0.0 0.0 0.0 0.0 11.70 -26.1 17.1 -19.6 12.9 13.00 0.0 0.0 0.0 0.0 For Design: 3-ft Diameter Embedment x 15-ft long 70OR ! DESIGNED APPURTENANCE LOADING := I I TYPE ELEVATION TYPE I ELEVATION N 'Available Loading CaAa=72.51120.83 sV_ii 70 N ` a ^ [Weight-1.086/1.631 kips((14)716-Hatiae) MATERIAL STRENGTH GRADE Fy Fu GRADE I Fy Fu A572-50 �ksl 65 ksi A36 136 h. 56 ksi J TOWER DESIGN NOTES 1, Tower designed for Exposure C to the TIA-222-G Standard. 2. Tower designed for a 90 mph basic wind in accordance with the TIA-222-G Standard. 3. Tower is also designed for a 50 mph basic wind with 1.00 in ice.Ice is considered to increase in thickness with height. 4. Deflections are based upon a 60 mph wind, g g —_. 5. Tower Structure Class II. \ 8. Topographic Category 1 with Crest Height of 0.00 ft • 7. Tower is designed for integral climbing ladder. 8. Tower is designed for integral feedline tab(s). 9. All bolted legs and/or weld together tower sections have flange connections. 10. Structural connections use galvanized A325 bolts and/or equivalent with nuts and/or nut locking devices, r Installation per TIA/EIA-222 and AISC Specifications. 11. Tower members are"hot dipped"galvanized in accordance with ASTM A123 and ASTM A153 Standards. g 12,All structural steel welding will be In compliance with AWS D1.1 latest revision and fabricated with ER-705-8 electrodes. 13. All antenna and feedline loading is assumed to be placed symetrically about the centroid of the structure 14. "Preliminary Design-Not For Construction" _. 15. Final design may incorporate structural changes to improve performance,efficiency,and keep pace with changing industry standards,provided any such changes will not adversely affect the ability to use the '— product as intended. N N N N N I g n , I 20.0) 1 N a i f i ALL REACTIONS 1 I h I ARE FACTORED I I MAX.CORNER REACTIONS AT BASE: DOWN: 89 K . UPLIFT: -86 K SHEAR: 3 K AXIAL Cl I 16K ,. 6 N e .— SHEAR MOMENT ' 3 K e -� 164 kip-ft -. { TORQUE 0 kip-ft 50 mph WIND-1.0000 in ICE AXIAL 5K SHEAR \MOMENT "`" 4 K I 232 kip-ft 0.0 11 —.._._--._.._._.. er---r -- TORQUE 0 kip•N ci€ __ REACTIONS-90 mph WIND 1 wdl H . 31 .21. 1 1 - '- i Allstate Tower Inc. a°AST-5015E-T070-090 P.O.Box 25 Prgecl.As Req'd iltClient:As Red orawnhr'ATI En inerin rnpp0: Henderson,KY. 42419 _..._..._..._.__3.._..._.................__...-..._._ 9 g Phone:(270)830.8512 004'TIA-222-G 0"1'.10/16/12 scale. NTS FAX:(2701 830.8475 Path: owg N°'E.1 I
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