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Home My WebLink AboutBuilding Permit 08-0670 ~r;~l TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ~(W\ ADDRESS ((,T ~O OWNER CONTR. PHONE NO. PERMIT NO. r; - (n//) - ..... - o FOOTING o PLUMBING RI o EXlGRAD/FILLlNG o FOUNDATION o MECH RI o COMPLAINT o FRAMING o WATER HOOKUP o FIREPLACE RI o INSULATION o SEWER HOOKUP o FIREPLACE FINAL o FINAL o PLUMBING FINAL o GAS LINE AIR TST o SITE INSPECTION o MECH FINAL 0 COMMENTS: G 11M () \it~r1 . Wi. \-Lv ~ ~o~ ~~ : LA~(/) o 1 n I ( f\ ( , ___.~o ~A.O '- . ct -- I v -- , .., "--, I n I" ~ o WORK SATISFACTORY, PROCEED o CORREC7~AND PROCEED o CORREC W , CALL FOR REINSPECTION BEFORE COVERING I nspector: I Owner/Contr: CALLJ7~FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. v CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! lNSNOTI CITY OF PRIOR LAKE BUILDING PERMIT, TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT Date Rec' d B, /3. Of) I. White File I PERMIT NO ; ~~~l~w ~~~licant . OB -~ 10 (Please type or print and sill:n at bottom) I ADDRESS 3600 170th Street Southwest!//j'y roO Prior Lake, Minnesota 55372 fl7.:::7l / LEGAL DESCRIPTION (office use only) I ADDITION Plat-25110 WILLOWS 3RD AD!dN"PARK) PID 251100340 """" ~ el-1'1 /1 ve . LOT BLOCK OWNER (Name) City of Prior Lake (Address) 4646 Dakota St SE, Prior Lake, MN 55372 ZONING (office use) C!.,/ (Phone) 952-447-9814 BUILDER (Company Name) (Contact Name) (Address) ,~T> / ~ ~ Crt~ ~'~\..~ (Phone) (Phone) ~S 2:l'3U o~.3 TYPE OF WORK 0 New Construction ODeck OPorch ORe-Roofing OAddition OAlteration OUtility Connection CODE: DI.R.C. ~.B.C. Type of Construction: I Occupancy Group: A B E Division: ORe-Siding OLower Level Finish Mt>NO PoLe o Misc: II F 1 ill IV V HIM 2 3.,-4 ~ A R 5 B S@ PROJECT COST IV ALUE $ (excluding land) o Fireplace ~.~OOO! s application which is to the best of my knowledge true and correct. I also certify that I am the owner or authorized agent for the tru will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the building rthermore, I hereby agree that the city official or a designee may enter upon the property to perform needed inspections. 9f r~\ol Date x "'v '" I Permit Valuation ...... I Permit Fee I Plan Check Fee I State Surcharge I Penalty I Plumbing Permit Fee I Mechanical Permit Fee I Sewer & Water Permit Fee I Gas Fireplace Permit Fee / This ~~liti ~- eco es Y! Building permi: WhJ APpfed NJl " g./21/oB Building Offic;ar-~ / Date. , Contractor's License No. '1000, ,. I Park Support Fee $ \1(0, "1S I I SAC $ U.4.~b I I Water Meter Size 5/8"; I"; $ 4.5 I I Pressure Reducer $ I I Sewer/Water Connection Fee $ I I Water Tower Fee $ I I Builder's Deposit $ I I Other $ I I TOTAL DUE Paid Date "YfGP. 1'- ~hf_l&>iS -/ c # # # # $ $ $ $ $ $ $ $ $ Z~(P. '4 Receipt No.'=':2]6iP By tLO l4-.. This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document when signed by the City Planner constitutes a mporary Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be issued. V. 8' -;2 ~ - O&" /' / Pll}llll!iig Director Date 24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245 4646 Dakota Street S.E., Prior Lake, Minnesota 55372 Special Conditions, if any White - Building Canary - Engineering Pink - Planning BUILDING PERMIT APPLICATION DEPARTMENT CHt:CKLlST NAME OF APPLICANT APPLICATION RECEIVED l ! / --.-,' / '..' ..~ .. The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: / v::",.-' ,-' ,.. }/"",/ (j''''- /~. .-. t~ / (~ I f i(-,___ Accepted XI Accepted With Corrections Denied ;1/ 1If~ Date: R-c21 -06 Reviewed By.: Comments: "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." ~ ---------... '---..... White - B~i1~i~/~ ....a, jd/'f - Engineering Pink - Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT APPLICATION RECEIVED F /1 H C COleP B. /4. 08 The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is pr070 ed at: /~950 e-&/'1 R(/6. W/~t.AJWS p/ltGK-. / Accepted / V Accepted With Corrections Denied t/J# Date: .sIr ie I -I _ .TIt, s -S>rc Reviewed By: Comments: !. ,- t CuN TfL---G,c Er1-CS[J~ /', - (/ ,c." ,/ S (7/--{_ ,-'n j..-o/1Y\.-I C)/~ -) // /- . '<',/::<!::Y" L) '"') , YLr /t"-'l I ,XflLt"-" Sl~;/'.s-n- ~. (),,-,c, /fr ~ /rp;'GJ AL-- !it-E-I00..:.:55 ') \ It-r Q<)2, . 117-'1tY1z LV (1(, A/V--f &~2(';-1~ '-; . I "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." 0)>> F lllC~ FMHC Corporation 2901 Metro Drive Suite 225 Bloomington, MN 55425 wwwfmllc,com phone 952 8~fl 1043 fax 952 831 0623 laking tele<:om to new heights PERSONNALL Y DELIVERED 8/13/08 Wednesday, June] 8,2008 City of Prior Lake 4646 Dakota Street SE Prior Lake Minnesota 55372 RE: BP application for TMobile Telecommunications installation at 3600 - 1 790th Street SW, Prior Lake MN 55372 Dear Sir, Enclosed please find an application for a City of Prior Lake Building Permit, Temporary Certificate of Zoning Compliance and Utility Connection Permit for a telecommunication installation owned by T-Mobile and to be installed at above address. I have attached the following: 1. The completed application, 2. 1 Original signed Assent of Applicant (File #EP08-129) as approved by Resolution #08-11 PC 3. 1 copy of the above referenced resolution 4. 1 copy of the tower and foundation dwgs for the 45'pole to be installed with telecommunication equipment 5. 1 copy of the tower dwgs for the 30' replacement light pole for the baseball field location 6. 2 copies of the Construction Dwgs in 11' x 17' format Please review and approve this Building Permit application. We understand that, in order to pick up the final BP documents, that a recorded copy of the resolution, all monies owed under the lease between the City of Prior Lake and T-Mobile Central, the check for the value of the BP are to be received by the City. If you have any que 'ons please call me at the number above. ~V~ S~y, ( Pat Conlin FMHC Corporation 4646 Dakota Street S.E. Prior Lake, MN 55372-1714 ASSENT OF APPLICANT File #EP08-129 As Approved by Resolution #08-11PC The undersigned hereby assents to the following: 1. I have read the conclusions and conditions of said Resolution, and I am familiar with their contents and with the content of the exhibits. 2. I fully accept all of the terms and conditions of said Resolution. 3. I understand Section 1108.200 of the Prior Lake Ordinance Code provides as follows: 1108.211 Revocation and Cancellation of a Conditional Use Permit. A Conditional Use Permit may be revoked and canceled if the Zoning Administrator determines that the holder of an existing Conditional Use Permit has violated any of the conditions or requirements imposed as a condition to approval of the Conditional Use Permit, or has violated any other applicable laws, ordinances, or enforceable regulation. 1108.212 After One Year. No Construction Reuuired. All Conditional Use Permits shall be revoked and canceled if 1 year has elapsed from the date of the adoption of the resolution granting the Conditional Use Permit and the holder of the Conditional Use Permit has failed to make substantial use of the premises according to the provisions contained in the Permit. 1108.213 After One Year. New Construction Reuuired. All Conditional Use Permits shall be revoked and canceled after 1 year has elapsed from the date of the adoption of the resolution granting the Conditional Use Permit if a new structure or alteration or substantial repair of an existing building is required by the Conditional Use Permit and the holder has failed to complete the work, unless a valid building permit authorizing such work has been issued and work is progressing in an orderly way. 1108.214 UDon Occurrence of Certain Events. If the holder of a Conditional Use Permit fails to make actual use of vacant land, or land and structures which were existing when the Conditional Use Permit was issued and no new structure, alteration or substantial repair to existing buildings was required; or if a new structure was required by the Conditional Use Permit and no building permit has been obtained, the L:\08 FILES\08 CUP'S\T-Mobile Tower\Assent CUP.DOC I www.cityofpriorlake.com Phone 952.447.9800 / Fax 952.447.4245 Conditional Use Permit shall be deemed revoked and canceled upon the occurrence of any of the following events: (1) A change in the Use District for such lands is made by amendment to the Zoning Ordinance by the City Council. (2) Eminent domain proceedings have been initiated to take all or any part of the premises described in the Conditional Use Permit. (3) The use described in the Conditional Use Permit becomes an illegal activity under the laws of the United States of America or the State of Minnesota. (4) Title to all or part of land described in such Conditional Use Permit is forfeited to the State of Minnesota for nonpayment of taxes. (5) The person to whom the Conditional Use Permit was issued files a written statement in which that person states that the Conditional Use Permit has been abandoned. The statement shall describe the land involved or state the resolution number under which the Conditional Use Permit was granted. (6) The premises for which the Conditional Use Permit was issued are used by the person to whom the Conditional Use Permit was issued in a manner inconsistent with the provisions of such Conditional Use Permit. 4. I understand the granting by the City of this Resolution is in reliance on the representations that I will fully comply with all of the terms and conditions of said Resolution. I understand and agree upon notice of non-compliance with any term or condition, I shall immediately cease conducting activities pursuant to the notice or will take all actions necessary to accomplish full compliance with said notice and conditions of the Resolution. 5Ilr5/01 DATE' . (!L~/IdlZ- SIGNATURE 0# APPLICANT SIGNATURE OF OWNER Willows Park ADDRESS OF PROPERTY L:\08 FILES\08 CUP'S\T-Mobile Tower\Assent CUP.DOC 2 A- J P 1.0 l -rlzSld? (C(Q)P~ STATE OF MINNESOTA) )ss. COUNTY OF SCOTT ) The undersigned, duly qualified and Planning Secretary for the City of Prior Lake, hereby certifies the attached hereto is the original true and correct copy of CONDITIONAL USE PERMIT RESOLUTION 08.11PC APPROVING A CONDITIONAL USE PERMIT TO ALLOW A COMMUNICATIONS TOWER WITH A REDUCED SETBACK IN RELATION TO A PUBLIC STREET ~~UA\PvV ( Connie Carlson City of Prior Lake Dated this 23rd day of July, 2008. (City Seal) T-Mobile - CUP 08-129 25-110-034-0 Please return document to: City of Prior Lake Attn: Connie Carlson 4646 Dakota Street SE Prior Lake, MN 55372 I: Ideptworklblankfrmltruecopy.doc 4646 Dakota Street S.E. Prior Lake, MN 55372-1714 CONDITIONAL USE PERMIT RESOLUTION 08-11 PC APPROVING A CONDITIONAL USE PERMIT TO ALLOW A COMMUNICATIONS TOWER WITH A REDUCED SETBACK IN RELATION TO A PUBLIC STREET WHEREAS, WHEREAS, WHEREAS, WHEREAS, WHEREAS, MOTION BY: Perez SECOND BY: Fleming The Prior Lake Planning Commission conducted a public hearing on July 14, 2008, to consider an application from FMHC for a Conditional Use Permit (CUP) to allow a communications tower with a reduced setback in relation to a public street; and Notice of the public hearing on said CUP was duly published in accordance with the applicable Prior Lake Ordinances; and The Planning Commission proceeded to hear all persons interested in this CUP and persons interested were afforded the opportunity to present their views and objections related to the CUP; and The Planning Commission approved the CUP with specific conditions; and The Planning Commission finds the proposed CUP is compatible with the stated purposes and intent of the Zoning Ordinance as they relate to conditionally permitted uses, and further, that the proposed CUP meets the criteria for approval of CUP as contained in Section 1108.202 of the Zoning Ordinance. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF PRIOR LAKE: 1. The recitals set forth above are incorporated herein. 2. The Planning Commission hereby adopts the following findings: Section 1108.200 of the Citv Code sets forth the aeneral criteria utilized to review a CUP application, (1) The use is consistent with and supportive of the goals and policies of the Comprehensive Plan. One of the objectives of the Comprehensive Plan is to "maintain orderly development of and access to utilities" and to "keep abreast of developments in communications and information technology and potential impacts on City development." This proposal is consistent with the goals, objectives, and policies of the Comprehensive Plan in that it provides a location for improved technology. (2) The use will not be detrimental to the health, safety, morals and general welfare of the community as a whole. The use will not be detrimental to the health, safety, and general welfare of the community as a whole. In fact, if approved, the antennas would provide for increased safety to the community. (3) The use is consistent with the intent and purpose of the Zoning Ordinance and the Use District in which the Conditional Use is located, Communication towers and antennas are a permitted use the Residential Zoning Districts according to Section 1110.503 of the City Code. L:I08 FILESI08 CUP'SIT-Mobile Towerlresolution.doc www.cityofpriorlake.com Page 1 Phone 952.447.9800 / Fax 952.447.4245 (4) The use will not have undue adverse impacts on governmental facilities, services, or improvements, which are either existing or proposed, The proposed use will not have undue adverse impacts on governmental facilities. (5) The use will not have undue adverse impacts on the use and enjoyment of properties in close proximity to the conditional use, The use will not have undue adverse impacts on the use and enjoyment of properties in close proximity. The tower and antennas have a low profile and the equipment will be screened by fencing. (6) The use is subject to the design and other requirements of site and landscape plans prepared by or under the direction of a professional landscape architect, or civil engineer registered in the State of Minnesota, approved by the Planning Commission and incorporated as part of the conditions imposed on the use by the Planning Commission. The tower will be colored in a subtle, brown tone and the equipment will be screened with fencing to match the existing fencing on site. (7) The use is subject to drainage and utility plans prepared by a professional civil engineer registered in the State of Minnesota which illustrate locations of city water, city sewer, fire hydrants, manholes, power, telephone and cable lines, natural gas mains, and other service facilities. The plans shall be included as part of the conditions set forth in the CUP approved by the City Council. The plans have been prepared by a registered engineer. (8) The use is subject to such other additional conditions which the Planning Commission may find necessary to protect the general welfare, public safety and neighborhood character. Such additional conditions may be imposed in those situations where the other dimensional standards, performance standards, conditions or requirements in this Ordinance are insufficient to achieve the objectives contained in subsection 1108.202. In these circumstances, the Planning Commission may impose restrictions and conditions on the CUP which are more stringent than those set forth in the Ordinance and which are consistent with the general conditions above. The additional conditions shall be set forth in the CUP approved by the Planning Commission. The Planning Commission may revise the recommended conditions or attach additional conditions as they deem appropriate to protect the general welfare, public safety, and neighborhood character. The Conditional Use Permit is hereby approved on the property legally described as follows: Park, Willows 3rd Addition, Scott County, Minnesota. The Conditional Use Permit is hereby approved subject to the following conditions: 1. The applicant must receive a building permit prior to any construction on the site. 2. The applicant shall provide screening for the equipment stand on the west side of the fenced enclosure. CONCLUSION Based upon the Findings set forth above, the Planning Commission hereby grants a Conditional Use Permit to allow for a communications tower with a reduced setback in relation to a public street. The contents of Planning Case Files # EP08-129 are hereby entered into and made a part of the public ~ the r.ecord of the decision for this case. . .r.:? Passed and adopted this 14th day of July, 2008. =----.-... Dan Ringsiad~ A g ~r ~~~ {JJ~--1ne.u.... Danette Walthers-Moore, Community Development & Natural Resources Director L:\08 FILES\08 CUP'S\T-Mobile Tower\resolution.doc Page 2 I I I I I I I -1 I I I I I I I ~ I I I I I ~ I I ~ l I I I I I I I I I I I ~- r- - - - - - -- - - - -::- :::-~: I '" ~ " ,~ ., I ' I I I I I I I I I I 1 ----------i I I I . -,o~.f"1, > .---J ~cJ"- "" ^ ,J I.,{LM> ~;~\(~~~ i~~~~~ ~'., ~~~~~0" ~~hll\\~~ ~g ~/;m~~ 'V1/111\\\:~j .; r-------~--~.-:.~-7"-~~~~~.~----:-.~~,--------------, ~~ ~ : ~ S'-WlDE Ul1UTY EAsEMENrj ::),.-- ., B~ 1" -- --~. NO~rl LINE OF LEASE TRACr..---' () \..) .--J I w ~ j : ; ~~:R~H~:T~~.-rooo------~--:~ww-rJ.8s--- ~POB _ I ~ I Of' LEASE TRACT _________~ _ III '-LEASE TRACT UT\UTY I \oJ 18 [lIlSTlNGCOOCRI:TE;u.e l...............~l I (NORTHEAST CORNER) EASEWENT : :: I!! T~[~:~~~---:., >- .'. _' ". I:! I ~ :, ~;.~: A;~. >.:->'"':,'>",'-::'.:_".' _ IT r ~;; LEASE TRACT I",,:, r. : III /"" ',::_~T"Cll.(._'_ ,I i ./r ./ ,....... ....7'''\/: 1/ 1 ~~~~"~"~";;":'" r "~---t---"--::.;<..!"""-'-' -~~..: ,,',..<I SB8"JO'2t t. 20.00 ': :' - ~ .,-. 'J: SOUTHWEST CORNER '''_ ': _..:-_ ~ : Of LEA-Sf TRACT ' q ~ HANDICAP PARKING . CCHF'ERQUS TREE e DECIDUOUS TREE --- SANITARY SEWER -""'- WATERMAIN --- OVERHEAD ElECTRIC LINE -""- UNDERGROUNO ELECTRIC UNE -..,-- UNDERGROUNO TELEPHONE LINE r I I I 1 f f~1 : { ~jl !~' " II> -. ~i~ - ( I ,IF/ Jd 1 J)'t ~, :, w -'II.... ' I~;" ,e > ' . . . '~-c::>-' ~'''i'~' !~~ \ 3 ' _-----", -- ' : I>- . c-.;..- 'i "."~ .;;;~ '. -. ~,e "w \"h!l( '. ~.., .... '. ,'- .~..,,'" ',"''' " ~ 7' ~_ 'J'e" ,oe.. ' . e' ~ ~?"" '," ,,, ,~ ! " _f=_y=~==~~~ ':" I ! '"~2_ SOUTHEAST CORNER OF 1 _ :c,,,"~_1H~ ~Sc. "':''''~ ",'C'~."S'''P ~'" ~~ ""!T_ - ':'': ~ :""--'~ ""- -- -- - . 170TH STREET SW :;: Vl / (\- (J; I ,~ f~ (../L,,)' CHAIN LINK fENCE BEARINCS .-.RE BASED ON GRID NORTH. SCOTT COUNTY COORDINATE $YSTEI.I w => z w > ~ LAnTUDE: 44"42'12.14- NORTH LONGITUDE: 93"26'50.18- WEST ELEVAnON AT GROUND: 970.1 FEET AWSL (NAD 83 .t NAW 58) LEASE TRACT DETAIL SCALE IN ~. o . CONCRETE CURB &; CUTn:R =.J BlnJMlNOUS StJRFACE :~=J CONCRETE SURfACE ~ GRAVEl. SURFACE <II NO' Lr,.,.., ....c:r~lDn(W ~ l>~""I:-~TV. ~rr:"'J [)I:"=IPTI(lI.l ~ IITII ,Tv r..~..n,lT. """"- f- => Z ..J ~ :;: ONE-FOOT CONTOUR INTERVALS n.E:VA1lQNS ARE BASED ON THE NORTH AMERICAN VERTICAL OAnJW C*' 1988 Par"-. 'MllOWS 3RO ADO'N. Scott Cotmty. l.Iinn..oto. A ~.OO foot wide e08emf!nt for utilily purpOSl!S over. under. ondocroS!lthctpartcfthehel'einbeforedescribedproperty lying ~.OO feet to Ir.e right of tr.e followin; de.;ribed sideline: 1, The oddress of the propert~ is located in the northwest quodr<lfll of tr.e intel'"$&Ction of 170t" Street SW and Elm Avenue SW in Prior loke. Winnesoto. 2. The property ld""tificalion nlJmber Is 25-110034-0 ~'\~ A'P02011OT'ElOCA1IO<l jJ600_'70THSlJlE[f5W PRlORLAKE.IlIH~~ ~"''''' V1C~~I~J4AP ~I'"r:..., nF"c:rll,~n..... ~ ,........ T~..rT._ Commencing at the ~tr.eost corner of Pork. 114LlOWS 3RO ADO'N; thence Nortr. 00 deoyells 29 minules 31 seconds East 77.50f....t. alon<) the eo.t lin.ol soid Por1<,tathepolntofbeginningforsaidsidlllinetobe d.scribed; then..., North 811 d.grees 30 minutes 29 second. w.st 13.65 feet to the I>OI'theost camer of Ir.e r.....einb..far.d....cribedleo.....tract; tr.encecontinuin; North 89 degrees 30 minutO'S 29 .econds West 20.00 f..t.olongthenortr.lln.ofth.".relnbefor.delcrlb.d leo.. tract, to th. north..e.t corner of soid leo.e troct; tr.ence South 00 degrees 29 minutes 31 seconds West 15.00 feet. 010f1<;1 tr.e west li'le of Ihe r.erein before described leoM troct. to tr.. DOutr...est comer of the scidl.os.troct<lfldllCidsidelinelhereterminctin9 J.f'ort:hepurposesofthilsurwy,tr.."nd.rgroundutllitillll ~s Sr.OWll In Ir.elr approximate location. based on OlJrve~ dolafortr.evlsiblesurfaceoppurtenanc... Prior-to excovotion, the e.cavotor Is required to coli "GOPHER STATE ONE CAll" at 651~454-0002 for location 01 oodergraund utilities. A lea.... lract for telecommunlcction purposes OVl!l". under. ond across that port ot the herein tHlfore deKrb.d property deeaibed 08 follows: Cammencin9 at the southeast corn... 01 Pork. WIllOWS 3RO ADO'H: tr.ence Norlh 00 de,.rees 29 minutes 31 seconds East 77.50 feet, c10ng the eost line of sold Pork; tI'Ience North 89 degr... 30 minul.. 29 .econd. West l.l.8~ feel 1.0 the point of be9inning for soid lea..... tract to tHl descnbed; thence eontinuin<;l North 89 degrees JO minutes 29 aeconds West 20.00 feet; th_ce Soulr. 00 dq... 29 minutes 31 .econds Wett 1~.00 feet: tlwnce South 89 degrees 30 minutes 29 seconds Ecsl 20.00 feet; tr..nce Nortr. 00 de9'"ees 29 minutes 31 second. Eost 1~.OO feet to the point of beginning. It is Intended thot tr.e sidelines of the herein before descrlbe-cl occeSf and lltllit~ eo..-n.nt be short_lid or .~tended to intene<:t with tr.e eo.1 lin. of Pork. WIllOWS JRD ADO'N. :;:.~o~ I~. square f.el. mar. or less, being D,007 acres, Conloins 268 "'luore leet. more 0< leu. b,,;ng 0.006 ocr..... more or less ~IIM.I -- 1!!FI-1"1"'1"1--...1--1 Tl1ESIC'lEOOAAWl'IC5IHLCOIlRECIRECORO 208,0798 I WILLOWS PARK (PRIOR LAKE) 11'~IlSSl(DFM.lfIPIllMll ~~I I I I I I ~ne_HIlSMCJI"IEIN"*-'SIEDMIl OOCIAlE>P. HOf /liE ....WCA) OISK~TrE 1-7130/08 I A1P0201 lS'!H[sou:f'lIOIIOtT'fI1fT~-~ ItDlESYCERll"rTHArTl<lSF'\Nl,SJ'E~T:OIl I 1-::,1.______ I I I I I I T--Mobile" MllRlCETMIlISLDd'TOTIC~RlltlHDl gj=IOtl~~=,az..~ ~~y~s&R(C"' ACH SURVEY I COlftlENIW. U!E: otI..Y,1INP It Cll:MIIEM11ON (IF MI.OlINOF"'MSDIIIIIMIO.1ME____1'IlClMIIES cIMlSlJllVEY(l'lllNOCRTHE:.NfSr:ETHE -- 1-7130/08 : I I H ______ I I I I I I - MIl IIIGfIIEES '10 REnRf IT UPON I&lUQf 11IM) AllRED STATE Of MINNESOTA IJO 1HIiT1T'la.t.MCJI".IIIEPIlCCUCED,CDPED,lDtl'0R H ______ I I I I I I ~ ~ t11 ~CIIl..-cn.Y,_ ~TE 7/'3'0/06 'lEG. No45773 -- '-7130/08 , 3600 170TH STREET SOllTHWEST I I l.&DRlltNft~l1THERnwttIC:KlT. ,L, /! ~:-- ACH PRIOR lAKE, MN 55372 H ______ I I I I I I -.. I I MINNEAPOLIS MARKET AARON C. HQFSTEDT -- I- I-:U: Stall 1- MP0201-8urv8Y 1'1 I I H.........--I I I I I I ;; '___-'lDO "0 _ru__'rO 0.. 0 _.....-lDO..O CMIO,......~.- Customer Nome: T -MOBILE (MINNESOT~ Site: A10P0201 WilLOWS PARK- PRIOR LAKE- MN :L. 45'-0" 12" ACROSS FlATS NO TOP FLANGE PLATE _ ~ (ADO COVER PlATE) EL 42'-0" tal SHAFT 1 .........-PL 3/16" X , 9.91' (Fy=65.00) ~ (BlACK WT. .. .52 KIPS) F1 30'-0. CC' ad EL 27'-0" SPUCE lENGTH t MIN ., 20.63 DESIGN = 22.92 - MAX = 27.92 SHAFT 2 ____PL 3/16" X 40.00' (Fy=65.00) ~ (BLACK WT. = 1.30 KIPS) _ __ WEA'IHERIHC STEEl ~o 13-FT EMBeDlDT GROlJMO SURFACE ~)(!T fQIf. @ 2' BELOW GROUND lEV~ HOlE: 1. EMBEDMENT BASED UPON GEOlECHNICAI. REPORTS PERF'ORMED BY N1l (08-50111.100. 08/05/2008) 2. DRlLLID HOLE SIZE= 3'-0. 3. ENGIHEfRED BACKflU. OPTIONS: A. DENSE COMPACTED NlGULAR SAND (ASTM C-144) B. IlENSE COMPAClEO CRUSHED UMESTONE (3/4" MAX stZE) , C. CONCRETE (F'C-3OQO PSI 1m) 'LBfARINC It 3/8" X 23" ROUND (EST wr. .. 0.045 KIPS) 18.6" ACROSS FlATS FNVT t'lIQe 1 01 ~ Chl( cI By WNo. I beiion stonclanl P.O. BOX 8597 FORT WORTH, TX 76124-0597 PHONE: (800) 433-1816 FAX: (817) 255-8656 JOB DATA 1 IJob No. JOBOl109002 HD /tw Design No. M08-0692-A Dole hJg 11 2tnl -dill ~I!.ev, No. 0 Rev. Dale 45-,", MONOf'O ~ l>LUS 1 J-fT EMBEDMENT '" -0600\M08- 692\J080B09002\J080BJtlW.t.out ANSI/AA-222-G-2005 Ackiernium 1 GEt(qU DESIGN CONDITIONS .l2ui9n Wjnlj SD,!ed: ltQ.{lOf 'T'ph) Istructure Clq"": II J.cAd Winn SQj!ed: ~O.99(r'!!I!h) fXt'lOllure. f.oteaPrv: C ~Wind Soe.!llli f}O.OOf.lIl.l2h) TOQg,llroohic Coteonrv~ 1 Ice Thic.lso.!l1's: O. 75(in' POLE SPECIFICATIONS Pole stlope TyPe: 1 B-SIDED !apef. 0.12626 IN/Fl ~, Shafl Steel: ASTM .o\s1; GAAoE 65 1 Beol1rio J>l !ire"; AStI.l M88 lbo' Ksil .. SHAll. MEET CHA IPY V-NOTCH TEST: 15 FUBS 0 -2lTF ~ ANTENNA LIST j No. fJeY.IFrr ,~ I IlouIIt lwe I j 4L 1 Pm~-6m ClOSE w<iUNi: . .l... ~.1 :NfI~-fi~IZ ~~rrr + ~ ~ 1 ~;~~1: I ClOSE UOUNT fJ. n COAX P.. m-p-~ 'w i _1:'-~l16.. 240 4 LDf7P-SOA o I 90 MPtj WIND 60 MPH WIND I Lateral Rotation Lateral Rotation Elevation Deflection (sway) Deflection (sway) (Inches) (degrees) (Inches) (degrees) TOP 15 2.34 4.5 0.72 T<;lP SHAFT ISECTIOIN DATA Shott Section Plate Lop Diameter Across Flots lenqth ThIckness Splice (inches) Section freetl fin.} (in.) 0 lop @ Bottom I 1 19.91 0.1875 12.00 14.39 2 40.00 0.1875 22.92 13.79 1RRO LNOTE: DIMENSIONS SHOWN DO NOT INCLUDE GAlVANIZING TOLERANCES STEP BOlTS FULL HEIGHT FROM 9' -6" ~VE GROUND LEVEL ANTENNA FEED LINES RUN INSIDE OF POLE PROFESSIONAL ENGINEER I hereby certify that this plan, specifi- cation, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Print Name: TA-WEN LEE. Si!lnature~.~'::~.I~ _~ Date: t:t-/C-OJ2:Ucense #44838, FACTORED GROUND LM BASE RE'ACTIONS MOMENT: 120.13 IT-KIPS. SHEAR: 3.57 KIPS AXIAL: 5.58 KIPS EST. SHAFT + BEARING PLATE WEIGHT: 1.8 KIPS (BLACK WEIGHT) CAISSON Version 9.20 4:56:25 PM Monday, August 11, 2006 FWT Inc. ********************************************************************************* * * * PIER FOUNDATIONS ANALYSIS AND DESIGN - (e) 1995,2002 POWER LINE SYSTEMS, INC.* * * ********************.~************************************************************ *** ANALYSIS IDENTIFICATION NOTES 50-FT EMBEDDED MONOPOLE:J060609002tM06-0692-A:T-MOBILE (MINNESOTA) A1P0201 WILLOWS PARK- PRIOR LAKE- SCOTT COUNTY- MNtNTI:06-50111.100:08/05/2006 *** PIER PROPERTIES DIAMETER (ft) - 3.500 DISTANCE FROM TOP OF PIER TO GROUND LEVEL (ft) - 0.50 *** SOIL PROPERTIES LAYER TYPE THICKNESS (ft) 1 C 7.00 2 S 17.50 DEPTH AT TOP OF LAYER (ft) 0.00 7.00 DENSITY (pcf) 110.0 110.0 CU (psf) 0.0 KP PHI (degrees) 3.255 32.00 *** DESIGN (FACTORED) LOADS AT TOP OF PIER MOMENT (ft-k) - 120.0 VERTICAL (k) - 6.0 ADDITIONAL SAFETY FACTOR AGAINST SOIL FAILURE - SHEAR (k) 1.33 5.0 *** 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) C 0.50 7.00 110.0 0.0 0.00 4.00 S 7.50 3.23 110.0 3.255 104.42 9.21 S 10.73 2.27 110.0 3.255 -97.16 11.90 *** 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 7.2 194.5 5.4 145.9 1. 30 7.2 203.9 5.4 152.9 2.60 7.2 213.3 5.4 160.0 3.90 7.2 222.7 5.4 167.1 5.20 7.2 232.1 5.4 174.1 6.50 7.2 241. 5 5.4 181.2 7.80 -0.8 249.7 -0.6 187.3 9.10 -39.7 224.1 -29.8 168.1 10.40 -64.9 143.8 -63.7 107.9 11.70 -57.9 38.3 -43.4 28.6 13.00 0.0 0.0 0.0 0.0 *** WEIGHT OF CAISSON (kips) - 18.761 *** PRESSURE UNDER CAISSON DUE TO INPUT DESIGN AXIAL LOAD (psf) 623.6 FWT Inc. Page 1/1 n~... TowerSoft .~H~" !lN~HEI!!U""$$ONW~e: TSTower - v 3.7.2 Tower Analysis Program (c) 1997-2006 TowerSoft www.TSTower.com FMfT ....". Licensed to: FWT Inc. Fort Worth, TX File: L:\Designs\_2008\08-0600\M08-0692\J080809002\J080809002.out Contract: M08-0692-A:J080B09002 Revision: 0 Project: 45-FT:MONOPOLE:l-SECTION:18-SIDED Site: AIOP0201 Wiilows Park- Prior Lake Date and Time: 8/11/2008 4:59:51 PM Engineer: BD/tw Section A: PROJECT DATA !?roject Title: CUstomer Name: Site: Contract No.: Revision: Engineer: Date: Time: Project Notes: 45-FT:MONOPOLE:1-SECTION:18-SIDED T-Mobile (Minnesota) AI0P0201 Wiilows park- Prior Lake- MN M08-0692-A:J080809002 o HD/tw Aug 11 2008 04:59:16 PM 8' embedment Design Standard: ANSI/TIA-222-G-2005 Addendum 1. GENERAL DESIGN CONDITIONS Start wind direction: End wind direction: Increment wind direction: Elevation above ground: Gust Response Factor Gh: Structure olass: Exposure category: T_~_~_aphic category: Material Density: Young's Modulus: Poisson Ratio: Weight Multiplier: 0.00 (Oeg) 330.00 (Oeg) 30.00 (Peg) O.OO(ft) 1.10 II C 1. 490.1(1bs!ft^3) 29000.0(ksi) 0.30 1.03 WIND ONLY CONDITIONS: Basic Wind Speed (No Ice) : Directionality Factor Kd: Importance Factor I: Wind Load Factor: Dead Load Factor: 90.00(mph) 0.95 1.00 1.60 1.20 WIND AlW ICE CONDITIONS: Basic Wind Speed (With Ice): Directionality Factor Kd: Importance Factor I: Ice Thickness: Ice Density: Wind Load Factor: Dead Load Factor: Ice Load Factor: 50.00(mph) 0.95 1.00 0.75(in) 56.19(lbs/ft^3) 1. 00 1.20 1.00 WIND ONLY SERVICEABILITY CONDITIONS: Serviceability Wind Speed: Directionality Factor Kd: Importance Factor I: Wind Load Factor: Dead Load Factor: 60.00(mph) 0.85 1.00 1.00 1.00 Analysis performed using: Towersoft Finite Element Analysis Program Page A 1 I'c TowerSoft "," l';'~INeemNG $Of'tWAftli TSTower - v 3.7.2 Tower Analysis Program (c) 1997-2006 TowerSoft www.TSTower.com FMfT Licensed to: FWT Inc. Fort Worth, TX Pile: L:\Designs\_200a\08-0600\M08-0692\JOa0809002\J080809002.out Contract: M08-0692-A:J080809002" Revision: 0 Project: 45-FT:MONOPOLE:l-SECTION:18-SIDED Site: AIOP0201 Wiilows Park- Prior Lake Date and Time: a/ll/2008 4:59:51 PM Engineer: HD/tw Section B: STRUCTURE GEOMETRY Total Height Bottom Diameter Top Diameter Embed. Depth (ft) (in) (in) (ft) 58.00 18.60 12.00 13.00 Sect. Length Overlap Bot Dia. Top Dia. Thick. Sides Joint Type Yield Mae II Calculated No Stress Taper (ft) (ft) (in) (in) (in) (kei) (Ibs) (in/ft) 1 40.00 1.9J. 18.60 13.79 0.1875 18-sided Embedded 65.0 1334.5 0.12026 2 19.91 0.00 14.39 12.00 0.1875 lS-sided Teleecopic 65.0 539.9 0.12026 Total Maeel 1874.4 Page B 1 Il~~~~!~ TSTower - v 3.7.2 Tower Analysis Program (c) 1997-2006 TowerSoft www.TSTower.com FNVT ~~.~~"'~ Licensed to: FWT Inc. Fort Worth, TX File: L:\Designs\_200B\OB-0600\MOB-0692\JOBOB09002\JOBOB09002.out Contract: M08-0692-A:J080809002 Revision: 0 Project: 4S-FT:MONOPOLE:1-SECTION:18-S~u~u Site: AIOP020l Wiilows Park- Prior Lake Date and Time: B/ll/2008 4:59:51 PM Engineer: HD/tw Section C: AN...6..,.,A DATA Structure Azimuth from North: 0 A&.'t,l.6.I...L"~ Ant Elev. Antenna Ant. Mount. Mount Type Mount Tx Line Mounting Pipe Ka No. Ii) Type Azim. Radius Adm. (i) Type Size Length (ft) 1ft) (ft) (in) Full Shielded 1 42.00 (1) TMBXX-6517 0 2.50 CLOSE t-,v'....,.. 0 (4)LDF7P-50A 2.375 7.00 6.90 1.00 Vert_ Offset 0.00 1ft) 2 42.00 (1) TMBXX-6517 120 2.50 CLOSE MOUNT 120 (4)LDF7P-SOA 2.375 7.00 6.90 1.00 Vert_ Offset 0.00 (ft) 3 42.00 (1) TMBXX-6517 240 2.50 CLOSE MOUNT 240 (4)LDF7P-50A 2.375 7.00 6.90 1.00 Vert. Offset 0.00 (ft) 4 30.00 (4) 2' Light/Cage 0 2.50 0 1. 00 Vert.. Offset 0.00 (ft) k.....c..a...,,'fk. AND hvUL't,1, WIND AREAS AND WEIGHTS Ant Antenna/Mount Frontal Lateral Frontal Lateral Weight Weight Frequency Allowahle Gh Mount No. Bare Area Bare Area Iced Area Iced Area Bare Iced Signal Ka (ft)^2 Ift)"2 (ft)"2 (ft)^2 (Ibs) (Ibs) GHz Loss dB 1 TMBXX-6517 9.58 5.82 12.03 8.26 44.00 240.7J. N/A N/A 1.10 1 CLOSE MOUNT 1.20 0.84 1.53 1.12 no.oo 405.19 1.00 2 TMBXX-6517 9.58 5.82 12.03 8.26 44.00 240.71 N/A N/A 1.10 2 CLOSE MOUNT 1.20 0.84 1.53 1.12 120.00 405.19 LOO 3 TMBXX-6517 9.58 5.82 12.03 8.26 44.00 240.71 N/A N/A 1.10 3 CLOSE MOUNT 1.20 0.84 1.53 1.12 120.00 405.19 1.00 4 2' Light/Cage 10.10 9.67 19.53 20.04 555.00 973 .53 N/A N/A 1.10 Page C 1 11- TowerSoft . ::, l'tHCJHt:;t;mN$ $0f1W~ TSTower - v 3.7.2 Tower Analysis Program (c) 1997-2006 TowerSoft www.TSTower.com FNVT -....,.-v cu.","" Licensed to: FWT Inc. Fort Worth, TX File: L.: \Designs\_2008\08-0600\M08-0692\J080809002\J080809002 .out Contract: MOB-0692-A:JOeOB09002 Revision: 0 Project: 45-FT:MONOPOLE:l-SECTION:18-SIDED Site: AIOP0201 Wiilows Park- Prior Lake Date and Time: 8/11/2008 4:59:51 PM Engineer: HD/tw Section D: TRANSMISSION LINE DATA Transmission Lines Position No. Bot El Top El Desc. Radius Az. Orient. No. Shielded Shielded Antenna (ft) (ft) (ft) Lines 1 0.00 42.00 LDF7P-50A 0.00 0.00 0.00 4 Yes 4 TMBXX-6517 2 0.00 42.00 LDF7P-50A 0.10 0.00 0.00 4 Yes 4 TMBXX-6517 3 0.00 42.00 LDF7P-50A 0.10 90.00 90.00 4 Yes 4 TMBXX-6517 Transmission Lines Details No. Desc. width Depth Unit Mass (in) (in) (lh/ft) 1 LDF7P-SOA 2.01 2.01 0.92 2 LDF7P-50A 2.01 2.01 0.92 3 LDF7P-SOA 2.01 2.01 0.92 Utilization of the cross-section for TX Lines: 26.88" page D 1 I',' i'I"T owerSoft " ,~Cl_~mloktt $(lf'tW~ TSTower - v 3.7.2 Tower Analysis Program (c) 1997-2006 TowerSoft www.TBTower.com FJ/VT' ~NltN ,~",","U. Licensed to: FWT Inc. Fort Worth, TX File: L:\Dasigns\_2009\08-0600\M08-0692\J080809002\J080809002.out Contract: M08-0692-A:J080809002 Revision: 0 Project: 45-FT:MONOPOLE:l-SECTION:18-SIDED site: A10P020l Wiilows Park- Prior Lake Date and Time: 8/11/2008 4:59:51 PM Engineer: HD I tw Section G: WIND LOAD DATA Load Combination Wind Only Wind Direction 0.00 (deg) Pole Wind Data Element Top Bot. Top Bot. Top Top Top. Bot. Bot:. Bot. Elev. Elev. Diam. Diam. Kz Kzt Press. Kz Kzt: Press. (ft) (ft) (in) (in) (psf) (psf) 12 45.00 41.40 12.00 12.43 1.07 1.00 37.02 1.05 1.00 36.38 11 41.40 37.80 12.43 12.87 1.05 1.00 36.38 1.03 1.00 35.69 10 37.80 34.20 12.87 13.30 1. 03 1.00 35.69 1.01 1.00 34.94 9 34.20 30.60 13.30 13.73 1.01 1.00 34.94 0.99 1.00 34.14 8 30.60 27.00 13.73 14.16 0.99 1.00 34.14 0.96 1.00 33.25 7 27.00 25.09 14.16 14.39 0.96 1.00 33.25 0.95 1. 00 32.74 6 25.09 20.91 14.02 14.52 0.95 1.00 32.74 0.91 1.00 31. 51 5 20.91 16.72 14 .52 15.03 0.91 1.00 31. 51 0.87 1.00 30.06 4 16.72 12.54 15.03 15.53 0.87 1.00 30.06 0.85 1.00 29.42 3 12.54 8.36 15.53 16.03 0.85 1.00 29.42 0.85 1.00 29.42 2 8.36 4.18 16.03 16.53 0.85 1.00 29.42 0.85 1.00 29.42 1 4.18 0.00 16.53 17.04 0.85 1.00 29.42 0.85 1.00 29.42 Projected and Wind Areas Element Pole Tx-Line Ladder Ra Top Drag Bot Drag proj Area proj Area proj Area Factor Factor (ft^2) (ft^2) (ft^2) 12 3.66 0.00 0.00 0.00 0.65 0.65 11 3.79 0.00 0.00 0.00 0.65 0.65 10 3.92 0.00 0.00 0.00 0.65 0.65 9 4.,05 0.00 0.00 0.00 0.65 0.65 8 4.18 0.00 0.00 0.00 0.65 0.65 7 2.28 0.00 0.00 0.00 0.65 0.65 6 4.97 0.00 0.00 0.00 0.65 0.65 5 5.15 0.00 0.00 0.00 0.65 0.65 4 5.32 0.00 0.00 0.00 0.65 0.65 3 5.50 0.00 0.00 0.00 0.65 0.65 2 5.67 0.00 0.00 0.00 0.65 0.6'5 1 5.82 0.00 0.00 0.00 0.65 0.6'5 Load Combination Wind Only Min DL Wind Direction 0.00 (deg) Pole Wind Data Element Top Bot. Top Bot. Top Top Top. Bot. Bot. Bot. Elev. Elev. Diam. Diam. Kz Kzt Press. Kz Kzt Press. (ft) (ft) (in) (in) (psf) (psf) 12 45.00 41.40 12.00 12.43 1.07 1.00 37.02 1.05 1.00 36.38 11 41.40 37.80 12.43 12.87 1.05 1. 00 36.38 1.03 1.00 35.69 10 37.80 34.20 12.87 13 .30 1.03 1.00 35.69 1.01 1.00 34.94 9 34.20 30.60 13.30 13 .73 1.01 1.00 34.94 0.99 1.00 34.14 8 30.60 27.00 13.73 14.16 0.99 1.00 34.14 0.96' 1. 00 33.25 Page G 1 .!2~~~gf~ FNVT ......... TSTower - v 3.7.2 Tower AnalYlIill Program (a) 1997-2006 TowerSoft www.TSTower.aom Licensed to: FWT Inc. Fort Worth, TX File: L:\Designs\_200S\08-0600\M08-0692\J080809002\J080809002.out Contract: M08-0692-A:J080809002 Revill ion: 0 Projeot: 45-FT:MONOPOLE:l-SECTION:18-SIDED Site: AIOP0201 Wiilows park- Prior Lake Date and Time: S/1l/2008 4:59:51 PM Engineer: HD/tw 7 27.00 25.09 14.16 ~4.39 0.96 1.00 33.25 0.95 1.00 32.74 6 25.09 20.91 14.02 14.52 0.95 1.00 32.74 0.91 1. 00 31. 51 5 20,91 16.72 14.52 15.03 0.91 1.00 31.51 0.87 1.00 30.06 4 16.72 12.54 15.03 15.53 0.87 1. 00 30.06 0.85 1.00 29.42 3 12.54 8.36 15.53 16.03 0.85 1.00 29.42 0.85 1.00 29.42 2 8.36 4.18 16.03 16.53 0.85 1.00 29.42 0.85 1. 00 29.42 1 4.~8 0.00 16.53 17.04 0.85 1.00 29.42 0.85 1.00 29.42 Projected and Wind Areas Element Pole Tx-Line Ladder Ra Top Drag Bot Drag proj Area Proj Area Proj Area Factor Factor (ft"'2) (ft"'2) (ft^2) 12 3.66 0.00 0.00 0.00 0.65 0.65 11 3.79 0.00 0.00 0.00 0.65 0.65 10 3.92 0.00 0.00 0.00 0.65 0.65 9 4.05 0.00 0.00 0.00 0.65 0.65 8 4.1.8 0.00 0.00 0.00 0.65 0.65 7 2.28 0.00 0.00 0.00 0.65 0.65 6 4.97 0.00 0.00 0.00 0.65 0.65 5 5.15 0.00 0.00 0.00 0.65 0.65 4 5.32 0.00 0.00 0.00 0.65 0.65 3 5.50 0.00 0.00 0.00 0.65 0.65 2 5.67 0.00 0.00 0.00 0.65 0.65 1 5.82 0.00 0.00 0.00 0.65 0.65 Load c01llhination Wind and Ice Wind Direction 0.00 (deg) Pole Wind Data Element Top Bot. Top Bot. Top Top Top. Bot. Bot. Bot. Top Bot. Elev. Elev. Diam. Diam. Kz Kzt Prells. Kz Kzt PreslI. Ice Ice (ft) (ft) (in) (in) (pllf) (psf) (in) (in) 12 45.00 41.40 12.00 12.43 1.07 1.00 7.14 1.05 1.00 7.02 1. 548 1. 535 11 41.40 37.80 12.43 12.87 1. 05 1.00 7.02 1.03 1.00 6.88 1. 535 1. 521 10 37.80 34.20 12.87 13.30 1.03 1.00 6.88 1.01 1.00 6.74 1.521 1.. 506 9 34.20 30.60 13.30 13.73 1.01 1.00 6.74 0.99 1.00 6.58 1.506 1.490 8 30.60 27.00 13.73 14.16 0.99 1.00 6.58 0.96 1.00 6.41 1..490 1..471 7 27.00 25.09 14.16 14.39 O. !l6 1.00 6.41 0.95 1.00 6.32 1..471 1.460 6 25.09 20.n 14.02 14.52 0.95 1.00 6.32 0.91 1. 00 6.08 1.460 1.434 5 20.91 16.72 14.52 15.03 0.91 1.00 6.08 0.87 1.00 5.80 1.434 1.. 402 4 16.72 12.54 15.03 15.53 0.87 1.00 5.80 0.85 1.00 5.67 1.402 1.362 3 12.54 8.36 15.53 16.03 0.85 1.00 5.67 0.85 1.00 5.67 1.362 1.308 2 8.36 4.18 16.03 16.53 0.85 1.00 5.67 0.85 1. 00 5.67 1. 308 1.221 1 4.18 0.00 16.53 17.04 0.85 1.00 5.67 0.85 1.00 5.67 1. 221 0.000 "rojected and Wind Areall Element Pole Tx-Line Ladder Ra Top Drag Bot Drag proj Area Proj Area Proj Area Factor Factor (ft^2) (ft"'2) (ft"'2) Page G 2 . . TowerSoft ~"o;;.;.""JG $<:WtW~ TSTowar - v 3.7.2 Tower Analysis Program (c) 1997-2006 TowarSoft www.TSTower.com FNVT """""4.hV~ ~ Licensed to: FWT Ino. Port Worth, TX File: L:\Designa\_2008\08-0600\M08-0692\J080809002\J080809002.out Contract: M08-0692-A:J080809002 Revision: 0 Project: 45-FT:MONOPOLE:l-SECTION:18-SIDED Site: A10P020l Wiilows Park- Prior Lake Date and Time: 8/11/2008 4:59:51 PM Engineer: BD/tw 12 4.59 0.00 0.00 0.00 1.20 1.20 11 4.71 0.00 0.00 0.00 1.20 1.20 10 4.83 0.00 0.00 0.00 1.20 1.20 9 4.95 0.00 0.00 0.00 1.20 1.20 8 5.07 0.00 0.00 0.00 1.20 1.20 7 2.74 0.00 0.00 0.00 1.20 1.20 6 5.98 0.00 0.00 0.00 1.20 1.20 5 6.14 0.00 0.00 0.00 1.20 1.20 4 6.29 0.00 0.00 0.00 1.20 1.20 3 6.43 0.00 0.00 0.00 1.20 1.20 2 6.56 0.00 0.00 0.00 1.20 1.20 1 6.61 0.00 0.00 0.00 1.20 1.20 Load Combination Wind Only - Serviceability Wind Direccion 0.00 (deg) Pole Wind Oata Element Top Bot. Top Bot. Top Top Top. Bot. Bot. Bot. Elev. Elev. Oiam. Diam. Kz Kzt Press. Kz Kzt Press. (ft) (ft) (in) (in) (psf) (psf) 12 45.00 41. 40 12.00 12.43 1.07 1. 00 9.20 1.05 1.00 9.04 11 41.40 37.80 12.43 12.87 1.05 1.00 9.04 1.03 1. 00 8.87 10 37.80 34.20 12.87 13.30 1.03 1. 00 8.87 1.01 1. 00 8.69 9 34.20 30.60 13.30 13.73 1. 01 1.00 8.69 0.99 1.00 8.48 8 30.60 27.00 13.73 14 .16 0.99 1.00 8.48 0.96 1.00 8.26 7 27.00 25.09 14.16 14 .39 0.96 1.00 8.26 0.95 1.00 8.14 6 25.09 20.91 14.02 14.52 0.95 J..OO 8.14 o.n 1.00 7.83 5 20.91 16.72 14.52 15.03 0.91 1.00 7.83 0.87 1.00 7.47 4 16.72 12.54 15.03 15.53 0.87 1.00 7.47 0.85 1.00 7.31 3 J.2.54 8.36 J.5.53 J.6.03 0.85 1.00 7.31 0.85 1.00 7.31 2 8.36 4.18 16.03 16.53 0.85 1.00 7.31 0.85 1.00 7.31. 1 4.18 0.00 16.53 17.04 0.85 1.00 7.31 0.85 1.00 7.31 Projected and Wind Areas Element Pole Tx-Line Ladder Ra Top Orag Bot Orag proj Area Proj Area proj Area Factor Factor (ft....2) (ft....2) (ft....2) 12 3.66 0.00 0.00 0.00 0.72 0.70 11 3.79 0.00 0.00 0.00 0.70 0.69 10 3.92 0.00 0.00 0.00 0.69 0.67 9 4.05 0.00 0.00 0.00 0.67 0.66 8 4.18 0.00 0.00 0.00 0.66 0.65 7 2.28 0.00 0.00 0.00 0.65 0.65 6 4.97 0.00 0.00 0.00 0.66 0.65 5 5.15 0.00 0.00 0.00 0.65 0.65 4 5.32 0.00 0.00 0.00 0.65 0.65 3 5.50 0.00 0.00 0.00 0.65 0.65 2 5.67 0.00 0.00 0.00 0.65 0.65 1 5.82 0.00 0.00 0.00 0.65 0.65 Page G 3 ~I:~ TowerSoft ~ elllC1Mf$ft~ $o.nw~ TSTower - v 3.7.2 Tower Analysis Program (c) 1997-2006 TowerSoft www.TSTower.com FdlffT _~"" u..""D Licensed to: FWT Inc. Fort Worth, TX File: ~:\De8igns\_20D8\08~0600\M08~0692\J080809002\J080809002.out Contract: M08-0692-A:J080809002 Revision: 0 Project: 4S-FT:MONOPO~E:I-SECTION:18-SIDED Site: AIOP0201 Wiilows park- Prior ~ake Date and Time: 8/11/2008 4:59:51 PM Engineer: HD/tw Section H: STRUCTURE DISP~ACEMENT DATA Load Combination Max Envelope Wind Direction Elev. (ft) 45.00 41.40 37.80 34.20 30.60 27.00 25.09 20.n 16.72 12.54 8.36 4.18 0.00 Load N-S Disp (in) -15.0 -13.2 -11.5 -9.7 -8.1 -6.5 -5.7 -4.0 -2.6 -1.5 -0.7 -0.2 0.0 Combination Wind Direction Elev. (ft) 45.00 41.40 37.80 34.20 30.60 27.00 25.09 20.91 16.72 12.54 8.36 4.18 0.00 Load N-S Disp (in) -15.0 -13.2 -11.5 -9.7 -8.1 -6.5 -5.7 -4.0 -2.6 -1.5 -0.7 -0.2 0.0 combination Wind Direr;:tion W-E Diep (in) -13.4 -11.9 -10.3 -8.8 -7.3 -5.8 -5.1 -J.7 -2.4 -1.4 -0.6 -0.2 0.0 W-E Disp (in) -13.4 -11. 9 -10.3 -8.8 -7.J -5.8 -5.1 -J.7 -2.4 -1.4 -0.6 -0.2 0.0 Maximum displacements Vert.Disp N-S Rot (in) (deg) -0.2 -0.2 -0.2 -0.1 -0.1 -0.1 -0.1 0.0 0.0 0.0 0.0 0.0 0.0 Wind Only -2.08 -2.08 -2.05 -2.01 -1.94 -1.8J -1. 76 -1.56 -1.31 -1.02 -0.70 -0.36 0.00 W-E Rot Twist Rot (deg) (deg) 2.34 -0.14 2.34 -0.14 2.31 -0.14 2.27 -0.14 2.20 -0.14 2.06 -0.12 1.97 -0.11 1.73 -0.09 1.44 -0.07 1.1.1 -0.05 0.76 -0.03 0.39 -0.01 0.00 0.00 W-E Rot Twist Rot (deg) (deg) 2.34 -0.14 2.34 -0.14 2.31 -0.14 2.27 -0.14 2.20 -0.14 2.06 -0.12 1.97 -0.11 1.73 -0.09 1.44 -0.07 1.11 -0.05 0.76 -O.OJ 0.39 -0.01 0.00 0.00 Elev. N-S Disp W-E Disp Vert.Disp N-S Rot W-E Rot Twist Rot (ft) (in) (in) (in) (deg) (deg) (deg) 45.00 -14 .5 -13.3 -0.2 -2.06 2.26 -0.13 41.40 -12.8 -11.8 -0.2 -2.06 2.26 -0.13 37.&0 -11.1. -10.2 -0.2 -2.04 2.24 -0.14 34.20 -9.5 -8.7 -0.1 -1. 99 2.19 -0.14 30.60 -7.8 -7.2 -0.1 -1.92 2.12 -0.14 27.00 -6.3 -5.8 -0.1 -1.82 2.00 -0.12 25.09 -5.5 -5.1 -0.1 -1.75 1.91 -0.11 20.91 -3.9 -3.6 0.0 -1.54 1.68 -0.09 16.72 -2.6 -2.4 0.0 -1.30 1.40 -0.07 12.54 -1.5 -1.4 0.0 -1.01 1.09 -0.05 Page H 1 Maximum displacements Vert.Disp N-S Rot (in) (deg) -0.2 -2.08 -0.2 -2.08 -0.2 -2.05 -0.1 -2.01 -0.1 -1.94 -0.1 -1.83 -0.1 -1.76 0.0 -1.56 0.0 -1.31 0.0 -1.02 0.0 -0.70 0.0 -0.36 0.0 0.00 Wind Only Min DL Maximum displaoements 'I' "'TowerSoft , ~OI~"'$$Of'MAM TSTower - v 3.7.2 Tower Analysis Program (c) 1997-2006 TowerSoft www.TSTower.com FNVT ~MN UA....'. Licensed to: FWT Inc. Fort Worth, TX File: L:\Designs\_2008\08-0600\M08-0692\J080809002\J080809002.out Contract: M08-0692-A:J080809002 Revision: 0 Project: 45-FT:MONOPOLE:l-SECTION:18-SIDED Site: AI0P0201 wiilows Park- Prior Lake Date and Time: 8/11/2008 4:59:51 PM Engineer: HD/tw 8.36 -0.7 -0.6 0.0 -0.70 0.75 -0.03 4.18 -0.2 -0.2 0.0 -0.36 0.38 -0.01 0.00 0.0 0.0 0.0 0.00 0.00 0.00 Load combination Wind and Ice Wind Direction Maximum displacements Elev. N-S Oisp W-E Oisp vert.Oisp N-S Rot W-E Rot Twist Rot (ft) (in) (in) (in) (deg) (deg) (deg) 45.00 -7.2 -4.9 -0.1 -0.76 1.14 -0.06 41..40 -6.3 -4.4 -0.1 -0.76 1.14 -0.06 37.80 -5.5 -3.8 -0.1 -0.75 1.13 -0.06 34.20 -4.6 -3.2 0.0 -0.73 1.12 -0.06 30.60 -3.8 -2.7 0.0 -0.71 1.09 -0.06 27.00 -3.0 -2.2 0.0 -0.67 1.01 -0.05 25.09 -2.6 -1.9 0.0 -0.65 0.95 -0.05 20.91 -1.8 -1.4 0.0 -0.57 0.82 -0.04 16.72 -1.2 -0.9 0.0 -0.48 0.67 -0.03 12.54 -0.7 -0.5 0.0 -0.38 0.51 -0.02 8.36 -0.3 -0.2 0.0 -0.26 0.34 -0.01 4.18 -0.1 -0.1 0.0 -0.13 0.17 -0.01 0.00 0.0 0.0 0.0 0.00 0.00 0.00 Load combination Wind Only - Serviceability Wind Direotion Maximum displacements Elev. N-S Oisp W-E Disp Vert. Disp N-S Rot W-E Rot Twist Rot (it) (in) (in) (in) (deg) (deg) (de:g) 45.00 -4.5 -3.4 0.0 -0.52 0.72 -0.03 41.40 -4.0 -3.0 0.0 -0.52 0.72 -0.03 37.80 -3.5 -2.6 0.0 -0.51 0.71 -0.03 34.20 -2.9 -2.2 0.0 -0.50 0.70 -0.03 30.60 -2.4 -1.8 0.0 -0.48 0.68 -0.03 27.00 -1.9 -1.5 0.0 -0.46 0.63 -0.03 25.09 -1.7 -1.3 0.0 -0.44 0.60 -0.03 20.91 -1.2 -0.9 0.0 -0.39 0.51 -0.02 16.72 -0.8 -0.6 0.0 -0.33 0.42 -0.02 12.54 -0.4 -0.3 0.0 -0.25 0.32 -0.01 8.36 -0.2 -0.2 0.0 -0.18 0.22 -0.01 4.18 0.0 0.0 0.0 -0.09 0.11 0.00 0.00 0.0 0.0 0.0 0.00 0.00 0.00 Page H 2 I'TowerSoft . II;'HClIfEEmN$ $onw~t1 TSTower - v 3.7.2 Tower Analysis Program (0) 1997-2006 TowerSoft www.TSTower.oom FIVT . _, ,~~ -"n>> Licensed to: FWT Ino. Port Worth, TX File: L:\Designs\_2008\08-0600\M08-0692\J080809002\J080809002.out Contract: M08-0G92-A:J080809002 Revision: 0 Project: 45-FT:MONOPOLE:1-SECTION:18-SIDED Site: A10P0201 Wiilows Park- Prior Lake Date and Time: 8/11/2008 4~S9:S1 PM Engineer: BD/tw Section K: POLE OUTPUT LOAD DATA Load Combination Max Envelope Wind Direotion Maximum Loads Elev. Axial Ld. Shear Ld. Torque Bend Mom. (ft) (kips) (kips) (kipsft) (kipsft) 45.00 0.49 0.23 0.03 0.00 41.40 0.49 0.23 0.04 0.81 41.40 2.62 1.21 0.19 0.81 37.80 2.62 1.21 0.22 5.17 37.80 2.88 1.31 0.22 5.17 34.20 2.88 1.31 0.26 9.88 34.20 3.15 1.40 0.26 9.87 30.60 3.15 1.40 0.30 14.88 30.60 7.03 2.73 2.63 20.42 27.00 7.03 2.73 2.64 30.22 27.00 7.96 3.04 3.18 31.33 25.09 7.96 3.04 3.17 37.08 25.09 8.23 3.11 3.18 37.08 20.91 8.23 3.11 3.23 50.08 20.91 8.58 3.20 3.21 50.07 16.72 8.58 3.20 3.28 63.35 16.72 8.9J. 3.28 3.24 63.35 12.54 8.9J. 3.28 3.30 77.09 12.54 9.25 3.36 3.24 77.0') 8.36 9.25 3.36 3.28 9J. . 06 8.36 9.59 3.44 3.21 91.06 4.18 9.59 3.44 3.24 105.49 4.18 9.92 3.52 3.19 105.48 0.00 9.92 3.52 3.19 120.13 Base 10.09 3.57 3. J.9 120.13 Load combination Wind Only Wind Direction Maximum Loads Elev. Axial Ld. Shear Ld. Torque Bend Mom. (ft) (kips) (kips) (kipsft) (kipsft) 45.00 0.17 0.23 0.03 0.00 41.40 0.17 0.23 0.04 0.81 41.40 0.86 1.21 0.19 0.81 37.80 0.86 1_21 0.22 5.17 37.80 1.02 1.31 0.22 5.17 34.20 1.02 1.31 0.26 9.88 34.20 1.18 1.40 0.26 9.87 30.60 1.18 1.40 0.29 14.88 30.60 3.55 2.73 2.63 20.42 27.00 3.55 2.73 2.64 30.22 27.00 4.12 3.04 3.18 31.33 25.09 4.12 3.04 3.17 37.08 25.09 4.31 3.11. 3.18 37.08 20.91 4.31 3.11 3.23 50.08 20.91 4.55 3.20 3.21 50.07 16.72 4.55 3.20 3.28 63.35 16.72 4.77 3.28 3.24 63.35 12.54 4.77 3.28 3.30 77.09 12.54 4.99 3.36 3.24 77.09 Page K 1 I.~. .1. T owerSoft ~-.H ~~e;1!mN1tl $c>nW~t1 TSTower - v 3.7.2 Tower Analysis Program (c) 1997-2006 TowerSoft www.TSTower.com FJNT ..-loN"'kY _ u....'\Wl Licensed to: FWT Inc. Fort Worth, TX File: L.\Deaigns\_2008\08-0600\MOB-0692\JOB0609002\J080B09002.out Contract I M08-0692-A.J080809002 Revision: 0 Project; 4S-FT.MONOPOLE.I-SECTION:18-SIDED Site. AIOP0201 Wiilows Park- Prior Lake Date and Time. 8/11/2008 4:59:51 PM Engineer: HD/tw 8.36 8.36 4.18 4.18 0.00 Base 4.99 5.22 5.22 5.46 5.46 5.58 3.36 3.44 3.44 3.52 3.52 3.57 3.28 3.21 3.24 3.19 3.19 3.19 91.06 91.06 105.49 105.48 120.13 120.13 Load Combination Wind Direction Wind Only Min DL Maximum Loads Elev. Axial Ld. shear Ld. Torque Bend Mom. (ft) (kips) (kips) (kipsft) (kipsft) 45.00 0.12 0.22 0.03 0.00 41.40 0.12 0.22 0.04 0.80 41.40 0.64 :1.. 2 0 0.19 0.80 37.80 0.64 1.20 0.22 5.14 37.80 0.76 1.30 0.22 5.13 34.20 0.76 1.30 0.26 9.80 34.20 0.88 1.39 0.26 9.80 30.60 0.88 1.39 0.30 14.77 30.60 2.65 2.69 2.61 18.93 27.00 2.65 2.69 2.63 28.60 27.00 3.08 3.00 3.16 29.43 25.09 3.08 3.00 3.16 35.12 25.09 3.22 3.07 3.16 35.11 20.91 3.22 3.07 3.22 47.97 20.91 3.40 3.17 3.19 47.97 16.72 3.40 3.17 3.26 61.12 16.72 3.57 3.25 3.22 61.11 12.54 3.57 3.25 3.28 74.75 12.54 3.74 3.34 3.22 74.74 8.36 3.74 3.34 3.27 88.64 8.36 3.91 3.43 3.19 88.63 4.18 3.n 3.43 3.22 103.01 4.18 4.10 3.51 3.17 103.00 0.00 4.10 3.51 3.17 117.63 Base 4.18 3.57 3.17 117.63 Load Combination Wind and Ice Wind Direction Maximum Loads Elev. Axial Ld. Shear Ld. Torque Bend Mom. (ft) (kips) (kips) (kipsft) (kipsft) 45.00 0.49 0.08 0.00 0.00 41.40 0.49 0.08 0.00 0.28 41.40 2.62 0.41 0.01 0.28 37.80 2.62 0.41 0.02 1.76 37.80 2.88 0.46 0.02 1.75 34.20 2.88 0.46 0.02 3.39 34.20 3.15 0.50 0.02 3.38 30.60 3.15 0.50 0.03 5.16 30.60 7.03 1.04 1.13 14.19 27.00 7.03 1.04 1.11 17.88 27.00 7.96 1.16 1.35 19.68 Page K 2 I;~' T owerSoft - _ etG.ltfet;mNG $OF'fWAM TSTower - v 3.7.2 Tower AnalYllis Program (0) 1997-2006 TowerSoft www.TSTower.oom FNIlT ....""#.hV ~. Licensed to: FWT Inc. Fort Worth, TX File: L:\Designs\_200S\08-0600\MOS-0692\J080809002\J080809002.out Contraot: M08-0692-A:J080809002 Revision: 0 Project: 45-FT:MONOPOLE:l-SECTION:18-SIDED Site: AIOP0201 Wiilows park- Prior Lake Date and Time: 8/11/2008 4:59:51 PM Engineer: HO/tw 25.09 7.96 1.16 1.34 21.86 25.09 8.23 1.18 1.34 21. 86 20.91 8.23 1.18 1.33 26.77 20.91 8.58 1.21 1.34 26.77 16 .72 8.58 1.21 1.33 31. 77 16.72 8.91 1.23 1.34 31.76 12.54 8.91 1.23 1.33 36.91 12.54 9.25 1. .26 1.34 36.91 8.36 9.25 1.26 1.33 42.11 8.36 9.59 1.28 1.34 42.11 4.18 9.59 1.28 1.34 47.44 4.18 9.92 1.30 1.35 47.44 0.00 9.92 1.30 1.35 52.82 Base 10.09 1.32 1.35 52.82 Load Combination Wind Only - Serviceability Wind Direction Maximum Loads Elev. Axial Ld. shear Ld. Torque :Bend Mom. (ft) (kips) (kips) (kipsft) (kipsft) 45.00 0.14 0.06 0.01 0.00 41.40 0.14 0.06 0.01 0.20 41.40 0.73 0.30 0.05 0.21 37.80 0.73 0.30 0.05 1.30 37.80 0.87 0.33 0.05 1.29 34.20 0.87 0.33 0.05 2.48 34.20 1.00 0.35 0.05 2.48 30.60 1. 00 0.35 0.05 3.74 30.60 3.00 0.68 0.65 8.36 27.00 3.00 0.68 0.65 10.82 27.00 3.48 0.76 0.79 11.74 25.09 3.48 0.76 0.79 13 .18 25.09 3.63 0.78 0.79 13.18 20.91 3.63 0.78 0.78 16.44 20.91 3.83 0.80 0.79 16.43 16.72 3.83 0.80 0.78 19.76 16.72 4.00 0.82 0.79 19.75 12.54 4.00 0.82 0.78 23.19 12.54 4.18 0.84 0.79 23.19 8.36 4.18 0.84 0.78 26.68 8.36 4.37 0.86 0.79 26.68 4.18 4.37 0.86 0.79 30.29 4.18 4.56 0.88 0.79 30.29 0.00 4.56 0.88 0.79 33.95 Base 4.65 0.89 0.79 33.95 Page It. 3 U: - TowerSoft - . ~Gl"a;ftlN$ $QV1WAlIlE TSTower - v 3.7.2 Tower Analysis Program (c) 1997-2006 TowerSoft www.TSTower.com FMfT /I'If6.,...y~ U,,",'IY Licensed to: FWT Inc. Fort Worth, TX File: L:\Designs\_2008\08-0600\M08-0692\J080809002\JOB0809002.out Contract: M08-0692-A:J080809002 Revision: 0 Project: 45-FT:MONOPOLE:1-SBCTION:18-SIDED Site: A10P0201 Wiilows Park- Prior Lake Date and Time: 8/11/2008 4:59:51 PM Engineer: HD/tw section L: STRENGTH ASSESSMENT DATA Load combination Max Envelope Wind Direction Maximum Elev. Axial Ld Axial Cap Moment Mom. Cap Assess. (ft) (kips) (kips) (kipsft) (kipsft) 45.00 0.49 411. 24 0.00 99.15 0.002 41__ 40 0-49 426.31 0.81 106.61 0.004 41.40 2.62 426.31 0.81 106.61 0.015 37.80 2.62 441.38 5.17 U4.34 0.052 37.80 2.88 441.38 5.17 114 . 34 0.053 34.20 2.88 456.45 9.8S 122.34 0.OS9 34.20 3.15 456.45 9.87 122.34 0.089 30.60 3.15 471.52 14 .8S 130.60 0.122 30.60 7.03 471.52 20.42 130.60 0.175 27.00 7.03 486.60 30.22 139.14 0.236 27.00 7.96 486.60 31. 33 139.14 0.246 25.09 8.23 481.55 37.0S 136.26 0.294 20.91 8.23 499.06 50.08 146.41 0.363 20.91 8.58 499.06 50.07 146.41 0.364 16.72 8.58 516.56 63.35 156.93 0.425 16.72 8.91 516.56 63.35 156.93 0.426 12.54 8.91 534.07 77.09 167.81 0.481 12.54 9.25 534. 07 77.09 167.81 0.481 8.36 9.25 551.57 91.06 179.06 0.530 8.36 9.59 551. 57 91. 06 179.06 0.530 4.18 9.59 569.08 105.49 190.67 0.574 4.18 9.92 569.08 105.48 190.67 0.575 0.00 9.92 586.58 120.13 202.65 0.614 Load combination Wind Only Wind Direction Maximum Elev. Axial Ld Axial Cap Moment Mom. Cap Assess. (ft) (kips) (kips) (kipsft) (kipsft) 45.00 0.17 411.24 0.00 99.15 0.002 41.40 0.17 426.31 0.81 106.61 0.009 41.40 0.86 426.31 0.81 106.61 0.015 37.80 0.86 441.38 5.17 114.34 0.052 37.80 1.02 441.38 5.17 114.34 0.053 34.20 1.02 456.45 9.88 122.34 0.089 34.20 1.18 456.45 9.S7 122.34 0.089 30.60 1.18 471.52 14.88 130.60 0.122 30.60 3.55 471.52 20.42 130.60 0.175 27.00 3.55 4S6.60 30.22 139.14 0.236 27.00 4.12 486.60 31. 33 139.14 0.246 25.09 4.31 481.55 37.08 136.26 0.294 20.91 4.31 499.06 50.08 146.41 0.363 20.91 4.55 499.06 50.07 146.41 0.364 16.72 4.55 516.56 63.35 156.93 0.425 16.72 4.77 516.56 63.35 156.93 0.426 12.54 4.77 534.07 77.09 167.81 0.481 12.54 4.99 534.07 77.09 167.81 0.481 8.36 4.99 551.57 91.06 179.06 0.530 8.36 5.22 551.57 91.06 179.06 0.530 4.18 5.22 569.08 105.49 190.67 0.574 Page L 1 D- c TowerSoft -.n l;iltQINl$1tl"'G: $<WtWAllIt; TSTower - v 3.7.2 Tower Analysis Program (c) 1997-2006 TowerSoft www.TSTower.com FJIf1T ,...,.......".".,.,~u"""'. Licensed to: FWT Inc. Fort Worth, TX File:L:\Designs\_2008\08-0600\M08~OG92\J080809002\J080809002.out Contract: M08-0692~A:J080809002 Revision: 0 Project: 45-PT:MONOPOLE:I-SECTION:18-SIDED Site: AIOP0201 Wiilows Park- Prior Lake Data and Time: 8/11/2008 4:59:51 PM Engineer: BD/tw 4.18 0.00 5.46 5.46 569.08 586.58 105.48 120.13 190.67 202.65 0.575 0.614 Load Combination Wind Direction Wind Only Min DL Maximum E1ev. Axial Ld Axial Cap Moment Morn. Cap Assess. (ft) (kips) (kips) (kipsft) (kipeft) 45.00 0.12 411.24 0.00 99.15 0.001 41.40 0.12 426.31 0.80 106.61 0.009 41.40 0.64 426.31 0.80 106.61 0.015 37.80 0.64 441.38 5.14 114.34 0.052 37.80 0.76 441.38 5.13 114.34 0.052 34.20 0.76 456.45 9.80 122.34 0.087 34.20 0.88 456.45 9.80 122.34 0.088 30.60 0.88 471. 52 14.77 1.30.60 0.121 30.60 2.65 471.52 18.93 130.60 0.162 27.00 2.65 486.60 28.60 139.14 0.222 27.00 3.08 486.60 29.43 139.14 0.230 25.09 3.22 481.55 35.11 136.26 0.277 20.91 3.22 499.06 47.97 146.41 0.346 20.91 3.40 499.06 47.97 146.41 0.347 16.72 3.40 516.56 61.12 156.93 0.408 16.72 3.57 516.56 61.11 156.93 0.409 12.54 3.57 534.07 74.75 167.81 0.464 :1.2.54 3.74 534.07 74.74 167.81 0.465 8.36 3.74 551.57 88.64 179.06 0.514 8.36 3.91- 551.57 88.63 179.06 0.514 4.18 3.91 569.08 103.01 190.67 0.559 4.18 4.10 569.08 103.00 190.67 0.560 6.00 4.10 586.58 117.63 202.65 0.599 Load Combination Wind and Ice Wind Direction Maximum Elev. Axial Ld Axial Cap Moment Mom. Cap Assess. (ft) (kips) (kips) (Jdpsft) (kipsft) 45.00 0.49 411.24 0.00 99.15 0.002 41.40 0.49 426.31 0.28 106.6:1. 0.004 41.40 2.62 426.31 0.28 106.61 0.011 37.80 2.62 441.38 1.76 114.34 0.023 37.80 2.88 441.38 1.75 114.34 0.024 34.20 2.88 <l56.45 3.39 122.34 0.036 34.20 3.15 456.45 3.38 122.34 0.037 30.60 3.15 471 . 52 5.16 1.30.60 0.048 30.60 7.03 471.52 14.19 130.60 0.128 27.00 7.03 486.60 17.88 139.14 0.147 27.00 7.96 486.60 19.68 139.14 0.163 25.09 8.23 481. 55 21.86 136.26 0.182 20.91 8.23 499.06 26.77 146.4:1. 0.204 20.9:1. 8.58 499.06 26.77 146.41 0.205 :1.6.72 8.58 5:1.6.56 31. 77 156.93 0.224 16.72 8.91 516.56 31. 76 156.93 0.224 12.54 8.91 534.07 36.91 167.81 0.241 Page L 2 II. TowerSoft ..., ~~"~~~WAfte; TSTower - v 3.7.2 Tower Analysis Program (0) 1997-2006 TowerSoft www.TSTower.com ~4!J!:r Licensed to: FWT Inc. Fort Worth, TX File: L:\Designs\_2008\08-0600\M08-0692\JOe0809002\JOB0809002. out Contract: M08-0692-A:J080809002 Revision: 0 Project: 45-FT:MONOPOLE:l-SECTION:18-SIDED Site: A10P0201 Wiilaws Park- Prior Lake Date and Time: 8/11/2008 4:59:51 PM Engineer: HD/tw 12.54 9.25 534.07 36.91 167.81 0.242 8.36 9.25 551.57 42.11 179.06 0.257 8.36 9.551 551.57 42.11 179.06 0.257 4.18 9.59 569.08 47.44 190.67 0.270 4.18 9.92 569.08 47.44 190.67 0.271 0.00 9.92 586.58 52.82 202.65 0.282 Load Combination Wind Only - Serviceability Wind Direction Maximum Elev. Axial Ld Axial Cap Moment Mom. Cap Assess. (ft) (kips) (kips) (kipsft) (kipsft) 45.00 0.14 411.24 0.00 99.15 0.001 41.40 0.14 426.31 0.20 106.61 0.003 41.40 0.73 426.31 0.21 106.61 0.005 37.80 0.73 441.38 1.30 114.34 0.014 37.80 0.87 441.38 1.29 114.34 0.015 34.20 0.87 456.45 2.48 122.34 0.024 34.20 1.00 456.45 2.48 122.34 0.024 30.60 1.00 471.52 3.74 130.60 0.032 30.60 3.00 471.52 8.36 130.60 0.073 27.00 3.00 486.60 10.82 139.14 0.087 27.00 3.48 486.60 11.74 B9.14 0.095 25.051 3.63 481.55 13.18 136.26 0.107 20.91 3.63 4951.06 16.44 146.41 0.123 20.91 3.83 499.06 16.43 146.41 0.123 16.72 3.83 516.56 19.76 156.93 0.136 16.72 4.00 516.56 19.75 156.93 0.137 12.54 4.00 534.07 23.19 167.81 0.149 12.54 4.18 534.07 23.19 167.81 0.149 8.36 4.18 551. 57 26.68 179.06 0.160 8.36 4.37 551.57 26.68 179.06 0.160 4.18 4.37 5651.08 30.29 190.67 0.170 4.18 4.56 569.08 30.29 190.67 0.170 0.00 4.56 586.58 33.95 202.65 0.178 Page L 3 .r2~~~!t TSTower - v 3.7.2 Tower Analysis Program (Q) 1997-2006 TowerSoft WWW.TSTower.Qom FlI/I1T _""'~.". u..>>w Licensed to: FWT Inc. Fort Worth, TX File: L:\Designs\_200e\Oe-0600\MOe-0692\J080809002\JOeOe09002.out Contract: M08-0692-A:J080809002 Revision: 0 ProjeQt: 45-FT:MONOPOLE:l-SECTION:18-SIDED Site: A10P0201 Wiilows Park- Prior Lake Date and Time: 8/11/2008 4:59:51 PM Engineer: BD/tw Section M: SECTION PROPERTIES DATA Elev. Diam. Width Thiok. Wit Area S (ft) (in) [in) (in) (in"2) (in^3) 45.0 12.0 1.7 0.188 9.3 7.0 20.34 41. 4 12.4 1.8 0.188 9.7 7.3 21.87 41.4 12.4 1.8 0.188 9.7 7.3 21. 87 37.8 12.9 1.9 0.188 10.1 7.5 23.45 37.8 12.9 1.9 0.188 10.1 7.5 23.45 34.2 13.3 2.0 0.188 10.5 7.8 25.09 34.2 13.3 2.0 0.188 10.5 7.8 25.09 30.6 13.7 2.0 0.188 10.9 8.1 26.79 30.6 13.7 2.0 0.188 10.9 8.1 26.79 27.0 14.2 2.1 0.188 11.3 8.3 28.54 27_0 14.2 2.1 0.138 11.3 8.3 28.54 25.1 14.4 2.2 0.188 11.5 8.5 29.50 25.1 14.0 2.1 0.188 11.2 8.2 27.95 20.9 14.5 2.2 0.188 11.7 8.5 30.03 20.9 14.5 2.2 0.188 11.7 8.5 30.03 16.7 15.0 2.3 0.188 12.1 8.8 32.19 16.7 15.0 2.3 0.188 12.1 8.8 32.19 12.5 15.5 2.4 0.188 12.6 9.1 34.42 12.5 15.5 2.4 0.188 12.6 9.1 34.42 8.4 16.0 2.5 0.188 13.1 9.4 36.73 8.4 16.0 2.5 0.188 13.1 9.4 36.73 4.2 16.5 2.5 0.188 13.5 9.7 39.11 4.2 16.5 2.5 0.188 13.5 9.7 39.11 0.0 17.0 2.6 0.188 14.0 10.0 41.57 Note: wIt values marked with * (asterisk) indioate width to thickness exceeding maximum allowable values by standards. Page M 1 I~TowerSoft . J~~"et'ftIN$ $OllW/MIil TSTower - v 3.7.2 Tower Analysis Program (c) 1997-2006 TowerSoft www.TSTower.com FdIf1T , -- Licensed to: FWT Ino. Fort Worth, TX File: L:\Designs\_2008\08-0600\M08-0692\J080809002\J080809002.out Contract: M08-0692-AIJ080809002 Revision: 0 Projeot: 45-FT:MONOPOLE:l-SECTION:18-SIDED Site: A10P0201 Wiilows Park- Prior Lake Date and Time: 8/11/2008 4:59:51 PM Engineer: HD/tw DESIGN SPE):IFICATION Design Standard: ANSIITIA.222.G.2005 Add. 1 Basic Wind Speed (No Ice):: 90.0 (mph) Basic Wind Speed (With Ice) .. 50,0 (mph) Design Ice Thickne;; :: 0.75 rln) Structure Cia;;.. II Expo:sure Category:: C Topographic Category .. , Set. Length (ft] 1 40.00 2 19.91 Overlap Top Dia. Bot Dia. Thick. ~t) (in] (in) (in) 1.91 0.00 13.79 18.60 0.1875 12.00 14.39 0.1875 58.00 -- M.6XIMUM BASE REACTIONS Bare Iced Down/oad (Kips) Shear (Kips) Moment (Kipsft) 5.6 3.6 120.1 10.1 1.3 52.8 Appendix 1 Customer Nome: T -MOBILE (MINNESOTA) Site: A1P0201 WILLOWS PARK- PRIOR LAKE- SCOTT COUNTY- MN FNVT 30'-0. 12" ACROSS RATS _ ____ ASSUMED NO TOP FlANGE PLATE C:x:"> 00 P.O. BOX 8597 FORT WORTH. TX 76124-0597 PHONE: (800) 433-1816 FAX: (817) 255-8656 I JOB DATA I ~GCle 1 of 1 'Job No. U1 Design No. HD{tw Date I CIll(d By Tv Rev. No. 0 Rev. Dote _ JO-fT UG1iT POlE 1!if. No. ...-6600\M08-0691 \J080809003\JOB0809003.out _ Standard ANSl/llA-222-G-2005 Addendum 1 JOB0809003 M08-0691 Au9 11 2008 GENERAL DESIGN CONDITIONS ~i"n Wing SOlted: Q.Q,PO(rylph) !;jtructure Closs: II leed Wi'lq SM.ell: !?O..P9(rtloh) EXDOsure ~ateoprv: C ~ervl!:~ :Mnd S~t;li 60.00(mohL TODOaroohlc Cateaorv: 1 lee Thlekness: 0.75I1n) - I POLE SPECIFICATIONS IPole Shape Type: 18-SIDEO r" TaPir: 0:00000 IN/fT *'I Shaft Steel: ASfIi A8 7; GRADE 65 ..j tlase JlI. sted: ~I.l A588 (!ib KSf> i Ancticir Rods: 2 l/4.r., X l' -0" LONG '18J ASTU A61S GRADE 75 " SHAlL NEET ctfARIi'( V-NOTCH TEST: 15 ff.lBS . -2lTF / SHAf1 1 PL 3/16" X 30.00' (Fy=65.00) (BLACK WT. = .72 KIPS) ANTENNA 1".15T H9'I~.(fTI MteMO I Mount TVIMl I AI. 1'1 l COAX 1 30 j I'j,l 2' lillllUtoDe 240 4-1Ui5P-5~ 90 MPH WIND 60 MPH WIND Lateral Rotation Lateral Rotation Elevation Deflection (sway) Deflection (sway) (Inches) (degrees) (Inches) (degrees) TOP 8.4 2.09 2.9 0.76 SHAFT SECTION DATA Shoft Section Plote Lop Diameter Across Flats l!mgth Thickness Splice (inches) SectiOll (!eetl {in.} (in.) ~ lop I &) Bo~om I 1 30_00 0.1875 12.00 12.00 I NOTE: DIMENSIONS SHOWN 00 NOT INCLUDE GAlVANIZING TOLERANCES, STEP BOlTS FULL HEIGHT fROM HEIGHT ABOVE BASE PLATE PROFESSIONAL ENGINEER I hereby certify that this plan, specifi- cation, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Print Name: TA-WEN LEE Signature: d cA/v-..A_~ Date: r>tf ~ 12 ,0 cP license # ~'! 0'-0. T/FDN ./ WEATHERING STEEL -'....... \ - BASE It 1.000" X 18.750 SQUARE (WT. = .100 KIPS) W/(4) 2.250_ ANCHOR RODS ON 17.750 B.C WITH 6'-0. EMBEDMENT INTO PIER (wi NUTS 8e TEMPlATE PLATE 0 BOT.) TIGHTEN ANCHOR NUTS TO A1SC SNUG TIGHT CONOmON FACTORED BASE REACTION MOMENT: 58.90 FT -KIPS. SHEAR: 1.99 KIPS AXIAl.: 3.59 KIPS EST. SHAFT + BASE PLATE WEIGHT: .8 KIPS (BLACK WEIGHT) ....... - 12. ACROSS RATS POLE SHAFT & BASE PL. HEAV'r' HEX NUT ( ~ POLE & FOUNDATION ZZ 00 5&3 ~.-;) 00 a::: a::: 0..0.. ~~ :::E:::E " . ON ...... ...... I 3" GAP (NO GROUT) , ~ t -+r , I \. I I II '\ I I , (""- '{ /"'- '{ /. I I ~ II /- V / v / v ';>~/ :; ;\'; ~~~ ~ :: ~I ~~'\:// , ~ --#-~ ~^~ " 1/ II. /",,< TEMPLATE ~. I: ~ ~ V" "- AND NUTS ~~==crn, '-(12)-#5 V r:gr . TIES @ I~ 6" C/C '\ ~ '- REM #5 ~~ TIES @ ~. I 18" C/C 4" CLR --rt- FIN GRADE :I: ~ :z ...... -..l Z o V> V> ~ :::E ~ :::E Z ::i 2'-0" MIN tAP . CD I ;..., ~ u \ '-(7)-#9 VERT REINF FULL HEIGHT . "'" 3'-6"0 SHAFT 25' -0"\7 W.T. FNI17 P.O. BOX 8597 FORT WORTH, TX 76124-0597 PHONE: (800) 433-1816 FAX: (817) 255-8656 I JOB DATA Page 2 of 2 Job No. J080809003 I By lWL Design No. M08-0691 ChKd By Date Rev. No. Rev. Date Pole 3D-FT LIGHT "OLE I Site A1P0201 WiLlbv.s pARK. PRIOR LAKE, SCOTT COUNTY. MN Owner T-MOBILE (MINNEsotA) Ref. No. Design ACCORDING TO TIA-222-G 2005 NOTES: 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. CONCRffi SHALL BE AIR ENTRAINED (6:1:1.5%). CONCRETE SHALl HAVE A MAXIMUM WATER/CEMENT RATIO Of 0.46. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH iHE BUILDING CODE REQUIREMENTS FOR. REINFORCED CONCRETe. ACt 318, LATEST EDITION. FOUNDATION INSTALlATION SHAlL BE IN ACCORDANCE WITH ACI 336. "STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF DRillED PIERS", LATEST EDmON. 2. REINFORCING STEEL SHAll CONFORM TO THE REQUIREMENTS Of ASTM A-615 (GRADE 60) EXCEPT THAT CAISSON TIES MAY BE ASTM A-615 (GRADE 40). All REINFORCING DETAILS SHAlL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAlUNG REINFORCED CONCRETE STRUCTURES", ACI 315. LATEST EDmON, UNLESS DETAILED OTHERWISE ON THIS DRAWING. IT IS PERMISSIBlE TO REMOVE HOOK REQUIREMENTS IN THE TIE BARS FOR FOUNDATION IN NON-SEISMIC REGION. 3. SEE PAGE 1 FOR ANCHOR ROD QUANTITY, SIZE, LENGTH, AND BOLT CIRCLE. [( 4 ) Dl8J 2.25"' X 7'-0" LG ANCHOR RODS ON 17.75" BOLT CIRCLE] 4. TOTAL CONCRETE::: 4.9 CUBIC YARDS. 5. FOUNDATION DESIGN IS BASED UPON GEOTECHNICAL EXPLORATION REPORT PREPARED BY: NTI REPORT NO.: 08-50111.1 00 DATED: 08/05/2008 6. CONTRACTOR SHALL READ THE GEOTECHNICAL REPORT AND CONSULT THE GEOTECHNICAL ENGINEER AS NECESSARY PRIOR TO CONSTRUCTION. 7. GEOTECHNICAL REPORT INDICATES GROUNDWATER WflS ENCOUNTERED AT 25' -0" BELOW GRADE. CONTRACTOR SHOULD BE PREPARED TO CONTROL GROUNDWATER INFILTRATION. 8. THE FOUNDATION WAS DESIGNED USING THE FOLLOWING FACTORED LOADS: MOMENT: SHEAR: AXIAL: PROFESSIONAL ENGINEER 5~ ~;sKlffierebY certify that this plan, specifi- 4 KIPS cation, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the taws of the State of Minnesota. Print Name: TA-WEN LEE slgnature~~~ Date: ocP...12 ",Or License #44831}. CA SSON (DRILLED PIER) (NOT TO SCALE) FOUf\DATO\ ~ \ Q-~- 1'-11 3/4"f/J 11 "f/J -----............. - --------------M \':Y \. \ ~ ) --~-yj' t '~,.",:,j ',I _ ..."I'"j~ .;.1 lIIS _ AND 1IlE 1f'lIlIMlIGII'" .", " IlElUl N1If. 1IlE SCU .. '",' "" OF F1II'. IlK:. 0UI'IJCAIl0N OIlll!iS8llW1QN OF lIIS lIlFtIRIMl1OIllllHOUT I'RIOIlIlllTrol .."","', OF m. IlK:. IS FI'l/7,lnc. . I.. . :;, . "~. J BASED ON DESIGN NO. M08-0691 .SPECIFlCATIONS: MATERIAl: A36 KSI MIN. PLATE THICKNESS: 0.375" OUTSIDE OIA.: 23.750"f/J INSIDE DIA.: 11.000"f/J BOLT CIRCLE: 17.750"f/J BOLT HOLES: 2.375"f/J. 4 TOTAL 1 EA. QUAD. .QUANTITY: (2) 1 EA. TEMPLATE AND EMBEDMENT PLATE V-NOTCH DETAIL 1 OF 1 _NO, T FIELD NOTES: 1.) WHEN INSTAlUNG FOUNDATION BE SURE V-NOTCH IN TEMPLATES IS POINTED TOWARD THE SHELTER. THIS WILL ASSURE THAT AN EXIT PORT WILL ALIGN WITH THE SHELTER. 2.) REMOVE TOP TEMPLATE (ITEM 61) PRIOR TO SEITING MONOPOLE BASE SECTION. 3.) SEE DESIGN PROFILE FOR VERIFICATION OF BOLT CIRCLE DIAMETER. 4.) VERIFY MONOPOLE/PIPE POLE ORIENTATION WITH SITE OWNER. w ~ <.:> o w :I: (/) .1 Z hi' G: " I /. ~ ~ ~ ~ ~~ ~. ~~,~ I I ~ ~- CD "eJ .. .. . . ~ '.G' g .;t. .;t <2l :.4 .::1 <1.4' .G. .;t , t. 4 <l .<1 .<. . . <I ,.. ,.. , .4" <I '.4 ,4 '.~~~ " 4 .41 z 0 i= &3 .., 0 a:: a.. ~ 0 a:l a:: 0 :I: U Z -< ':C " 0 I ..... " A to ....... .....: Z 0 en Z a:: Ww ::EZ -~ 00 W ~ ~~ <.:>(/) ~~ " 03: !a!e;: ~ -leE CS~ a: i= 4, . .::1 .<1 ~ 4' . ,~. ",' '. : .~.~ A', r'F1 , :'t) <14 d' <I,' . lid <I .4 SECTION A-A BY I CHECkED Irf: I ,', '" . '. ;;,. J p" .vi) 101. II';, ~, ,: .Ill. I 1MS _ NO lIlE IIIRlIlNoIIKIl ..'., ",," IIUUt ARE 1IlE SllIf: "., ",'. 0' fWT, Ill:. llUPUCA1IllII ClR 0ISS0IIlM10Il1lF IllS ..-JlGll 'MlHOUf PNClR WIlIl1EN ,..", 0' fWT, Ill:. IS 1'lQISlB). BILL Of MATERIAl OESCRlPTlON I WOOHT/lbs I I I I I I I I I TOTAl. GAL VANlZEO WEiGHT/lbs I ITEM !.lARK NO. I Q1Y. I 1 ---- I 1 I TEMPlATE @ TOP 2 ---- I 1 I ANCHOR PlATE @ BOTTOM 3 I ---- 4 'l8J ASThl ASI5 GRADE 75 ANCHOR BOlT x 7'-0' 4 I ---- 20 2 1/4.~ HEAVY HEX NUT 5 I ---- -- 6 ---- I - 1- 7 ! ---- I - 1- 8 I 9 I 101 STANDARD 4 BOLT PATTERN. SEE FIELD NOTE #3. A ~ ". i PLAN VIEW I I NIT. I DESCRIPTION I CIO fIlE; t.:\OESICllSUlJ08\08-oGOO'\1L \4-SOlWlE-5-NUlS,OWC/II.Il0AU008!lO:28All1 R!V. - ~; 1 /2" = 1'-0" SItfET NO. nilE: 21-APR-04 SHEET 1 OF 1 J08 NO. 0lIA1IING NO. STANDARD AB0151 CAISSON Version 9.20 4:23:44 PM Monday, August II, 2008 FWT Inc. *********************..********************************************************** * * * PIER FOUNDATIONS ANALYSIS AND DESIGN - (C) 1995,2002 POWER LINE SYSTEMS, INC.* * * ********************************************************************************* *** ANALYSIS IDENTIFICATION: 30-FT LIGHT POLE:J080809003:M08-0691:T-MOBILE (MINNESOTA) NOTES : AIP0201 WILLOWS PARK- PRIOR LAKE- SCOTT COUNTY- MN:NTI:D8-SDll1.10D:D8/DS/2DOB *** PIER PROPERTIES CONCRETE STRENGTH (ksi) 3.00 STEEL STRENGTH (ksi) = 60.00 DIAMETER (ft) = 3.500 DISTANCE FROM TOP OF PIER TO GROUND LEVEL (ft) = 0.50 *** SOIL PROPERTIES LAYER TYPE 1 C 2 S THICKNESS (ft) 7.00 17.50 DEPTH AT TOP OF LAYER (ft) 0.00 7.00 DENSITY (pef) 110.0 110.0 CU (psf) 0.0 KP PHI (degrees) 3.255 32.00 *** DESIGN (FACTORED) LOADS AT TOP OF PIER MOMENT (ft-k) = 59.0 VERTICAL (k) = 4.0 SHEAR (k) = 2.0 ADDITIONAL SAFETY FACTOR AGAINST SOIL FAILURE = 1.33 *** CALCULATED PIER LENGTH (ft) = ~1.E:3 - I~~ *** 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) C 0.50 7.00 110.0 0.0 0.00 4.00 S 7.50 2.27 110.0 3.255 69.29 8.69 S 9.77 1. 73 110.0 3.255 -66.06 10.66 *** 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-kl 0.00 3.2 102.2 2.4 76.7 1.15 3.2 105.9 2.4 79.5 2.30 3.2 109.6 2.4 82.3 3.45 3.2 113.4 2.4 85.0 4.60 3.2 117.1 2.4 87.8 5.75 3.2 120.8 2.4 90.6 6.90 3.2 124.5 2.4 93.4 8.05 -11. 8 124.1 -8.9 93.1 9.20 -46.9 90.8 -35.2 68.1 10.35 -45.1 26.4 -33.8 19.8 11. 50 0.0 0.0 0.0 0.0 *** TOTAL REINFORCEMENT PCT = 0.30 REINFORCEMENT AREA (in^2) = 4.16 *** USABLE AXIAL CAP. (k) = 4.0 USABLE MOMENT CAP. (ft-k) 320.0 *** US Standard Re-Bars (Select one of the following): 21 BARS i4 (AREA = 0.20 in^2 DIA = 0.500 in) AT SPACING (in) 4.79 14 BARS ItS (AREA c 0.31 in^2 DIA = 0.625 in) AT SPACING (in) - 7.18 10 BARS f6 (AREA = 0.44 in^2 DIA = 0.750 in) AT SPACING (in) 10.05 7 BARS 1t7 (AREA = 0.60 in^2 OIA = 0.875 in) AT SPACING (in) = 14.36 6 BARS #8 (AREA = 0.79 in^2 DIA = 1.000 in) AT SPACING (in) = 16.76 1 ~ BARS 119 (AREA = 1.00 in^2 DIA .. 1.128 in) AT SPACING (in) = 20.11 4 BARS III 0 (AREA" 1.27 in^2 DIA .. 1.270 in) AT SPACING (in) = 25.13 3 BARS 1111 (AREA 1.56 in^2 DIA .. 1.410 in) AT SPACING (in) .. 33.51 2 BARS *14 (AREA = 2.25 in^2 DIA" 1.693 in) AT SPACING (in) = 50.27 *** WEIGHT OF CAISSON (kips) = 16.596 *** PRESSURE UNDER CAISSON DUE TO INPUT DESIGN AXIAL LOAD (psf) = 415.8 FWT Inc. Page 111 Calculations of "souare" base Dlate for monoDoles ILRFDl IANSIITIA-222-G & Addendum 1\ Design No.: MOS-0691 ::~=~~~~~:i~:':~i~t~ kip:== lOOO.lb k . kip 51:== - .2 m Iltllt~i::;~1;~:i,~~!1 :~\IIt~.JAAiii*~::::?:::~~~!!' '~~;~I::~~:~::~:;m w.~~;:~iiAA::~1if:~~}I~ :;~II!ill::~~::;(,.~!I~ m:;~::@~~:~ ::.t~i~~;~$:'!:~$ PolygonHalfAngle:== ;/ NumberSides = 0,0, 360. ).deg .....~ NumberSldes.2 PolygonHalfAngle = 10 deg Of Dp:= cos(PolygonHalfAngle) Dp = 12.185 in BoltCircle := Dp + 55.in BoltCircle = 17.685 in Use ~1#.:1:17;:7~~:w :;Mm~~l#.:q~~:*t.i.i:i:li (Use NumberRodsPerQuadrant < 5) I Intervals:= (NumberRodsPerQuadrant - 1).- 2 Intervals = 0 BoltChord := 6. in . (BoltChord) Angle:= asm .2.In.tervals BoltCircle Angle = 0 deg HorizProj := BoltCircle.cos( 45.deg - Angle) Base-Square-LRFD. mcd (07-15-08) 1/5 '~~m~~:;$:~t#! WidthOfPlatel:= Horizproj + 2.EdgeDist WidthOfPlatel = 18.551 in Use _~::;t1~tl~i~ MinimumWidth:= Dp + 2.m MinimumWidth = 14.185 in WidthOfPlate:= if(WidthOfPlate 1 ~ Minimum Width, WidthOtplatel ,Minimum Width.) WidthOtplate = 18.7Sin Use _~::[:l~~~~f~ M Ofln' 4-NumberRodsPerQuadrant.BoltCircll oment ertia := 8 MomentOflnertia = 1.094i'l? BoltCircle FactoredMoment. TensionPerRod:= 2 MomentOflnertia TensionPerRod = 40.563 kip C . nP Rod T . nP Rod FactoredAxial VU't'A esslO er := enSlO er + 4. NumberRodsPerQuadrant CompressionPerRod = 41.563 kip No bending of the anchor rod needs to be considered if the clear distance from top of concrete to the bottom face of the leveling nut does not exceed 1.0 times the diameter of the anchor rod (namely, 1.0*2.25=2.25") for Detailed Type d per TIA-222-G, Addendum 1 v u := F actoredShear + 4.NumberRodsPerQuadrant F edT .BoltCircle actor orque. 2 2- MomentOflnertia Vu = 1.852kip Pu := if(CompressionPerRod ;;:: TensionPerRod, CompressionPerRod, TensionPerRod) Pu = 41.563 kip ~:= 0.8 Base-Square-LRFD. mcd 2/5 Tl :== 0.5 (For Detail Type d) :~~::~):~:q~i!$.i. (For 2 1/4". #18J ASTM A615 Grade 75) .'::.:.:.:...:.,....-7.;.;.. -':. '.:;.:;,_,..;:.: :~:#~:~'~ii (4.5 thredas per inch) d := AnchorRodDiam.!. in An:== ~{d -. 0.9~43r'in2 An == 3.248nf Rnt := Fub' An Rnt = 324.768 kip /' Vu " Pu+- InteractionEquation := TJ \. ,. Rnt .I InteractionEquation = 0.174 InteractionEquationResult:= if(InteractionEquation S; 1.0, "OK" ,liNG") Wu......~..WA~._. . .,.,.." ... \X<.~~.w'u..... ... '!\o}....~.....;>,....O;.....)......... . ........... ':;;:"r-::~""'N ................ ....... ~.~.ti~gt........ ~::..,' .~.. -:......~ .~... ..~ :.. ..... :.......:::.~.. ?~4~d~~:1i _:;'~..x;,<<l"~ ..70-....::*.... .."..f.f~~;.;::-.:.."..~.j~~:;:.s,';o"".:.";:,....~ft Eccen . . BoltCircle - Df - AnchorRodDiam :triClty :== 2 Eccentricity =: 1.75 in Temp := 45.deg PolygonHalfAngle Temp == 4.5 ex := 90.deg + (45.deg - PolygonHalfAngle.trunc(Temp)) ex ::::: 95deg PolygonHalfAngle y:= deg Base--Square-LRFD. mcd 3/5 / /45' , cd := 180.deg - a. - 45 - trunc - .y .deg \. "y,; ,; 0.2 := 180.deg - a. ~1 = 80deg ca = 85 deg Dp A:= .2() .sin(al) sma A :::: 6.023 in ~ ;:::: 180.deg - 45.deg - ~ IH := 180.deg - 45.deg - a2 B:= sint} .sin(a) B2 ::;:: A(} .sin(ca) sin ~l B :;:: 9.334in B2 :::: 7.832in B1 := B _ WidthOfPlate 2 B3 ::::: B2 _ WidthOfPlate 2 B1 :;:: -0.041 in B3:::: -1.543 in Cl:= . B( ) .sin(45.deg) sma C2::::: . B(2 ) .sin(4S.deg) sma2 Cl = 6.626in C2 = 5.56in Bl Chord1 ::::: Cl -. () cos ~ B3 Chor~:= C2 - () cos ~l Chord1 = 6.679 in Chor~;;; 7.959 in EffectiveWidthl := Chord1 + ChordZ EffectiveWidthl:::: 14.638in Effective Width2::;; WidthOfPlate .f2 2 EffectiveWidth2 :::: 13.258 in EffectiveWidth::;; if(EffectiveWidth2 > E~"vt;.,reWidthl ,EffectiveWidthl ,EffectiveWidth2) EffectiveWidth;;; 13.258 in Base-Square-LRFD. mcd 4/5 . . Pu.NumberRodsPerQuadrant.4.Eccentricity PlateThickness := , O.9.BasePlateFy.EffectiveWidth PlateThickne..'lS = O.698in Use _$\,~~i~ PlateWeight:= WidthOfPlate2.PlateThickness.490.1b ft3 PlateWeight = 0.1 kip NumberOfAnchorRods:= NumberRodsPerQuadrant'4 Summary PlateThickness = 1 in BoltCircle = 17.75in WidthOfPlate = I8.75in NumberOfAnchorRods = 4 AnchorRodDiam = 2.25 in PlateWeight = 0.1 kip 1i~1if.t{~e}J~)7:t# (Standard Length) Base-Square-LRFD.mcd 5/5 II_ TowerSoft I;. ~"~IN$$onwA\llE TSTower - v 3.7.2 Tower Analysis Program (0) 1997-2006 TowerSoft www.TSTower.com FNVT lH6,"~ ~Vo.'(.~ .u,,~. Licensed to: FWT Ino. Fort Worth, TX File: L:\Designs\_2008\08-0600\M08-0691\J080809003\J080809003.out Contract: M08-0691:J080809003 Revision: 0 Project: 30-FT:MONOPOLE:l-SECTION:18-SIDED Site: AIP0201 Willows Park- Prior Lake- Date and Time: 8/11/2008 9:42:15 AM Engineer: BD/tw Section A: PROJECT DATA Project Title: CUstomer Name: Site: Contract No.: Revision: Engineer: Date: Time: Project Notes: 30-FT:MONOPOLE:1-SECTION:18-SIDED T-Mohile (Minnesota) A1P0201 Willows Park- Prior Lake- Scott County- MN M08-0691:J080809003 o HD/tw Aug 11 2008 09:41:31. AM Lights Only Design Standard: ANSI!TIA-222-G-2005 Addendum 1 GENERAL DESIGN ,-v..",ITIONS Start wind direction: End wind direction: Increment wind direction: Elevation above ground: Gust Response Factor Gh: Struoture class: Exposure category:: Topographic category: Material Density: Young's Modulus: Poisson Ratio: Weight Multiplier: 0.00 (Deg) 330.00 (Deg) 30.00 (Deg) o.OO(ftl 1.10 II C 1 490.1(lhs/ft^3) 29000.0 (ks!) 0.30 1.03 WIND ONLY CONDITIONS: Basic Wind Speed (No Ice): Directionality Faotor Kd: Importanoe Factor I: Wind Load Factor: Dead Load Factor: 90.00(mph) 0.95 1.00 1.60 1.20 WIND AND ICE CONDITIONS: Basic Wind Speed (With Ioe): Directionality Factor Kd: Importance Faotor I: Ice Thickness: Ice Density: Wind Load Factor: Dead Load Factor: Ice Load Factor: 50.00(mph) 0.95 1.00 0.75(in) 56.1.9 (lbs/ft^3) 1.00 1.20 1.00 WIND ONLY SERVICEABILITY CONDITIONS: Serviceability Wind Speed: Direotionality Factor Kd: Importance Factor I: Wind Load Factor: Dead Load Faotor: 60.00(mph) 0.85 1.00 1.00 1. 00 Analysis performed using: Towersoft Finite Element Analysis Program Page A 1 . TowerSoft . .., ~lfleemlllG $onwM~~ TSTower - v 3.7.2 Tower Analysis Program (0) 1997-2006 TowerSoft www.TSTower.com FWT 11'<<\*""""'" ~ do41o\>> Licensed to: FWT Ina. Fort Worth, TX File: L:\Designs\_2008\08-0600\M08-0691\J080809003\J080809003.out Contraot: M08-0691:J080809003 Revision: 0 Project: 30-FT:MONOPOLE:l-SECTION:18-SIDED Site: A1p0201 Willows Park- Prior Lake- Date and Time: 8/11/2008 9:42:15 AM Engineer: BD/tw section B: STRUCTURE GEOMETRY Total Height (ft) 30.00 Bottom Diameter (in) 12.00 Top Diameter (in) 12.00 Sect. Length Overlap Bot Dia. Top Dia. Thick. No (ft) (ft) (in) (in) (in) Sides Joint Type Yield Mass stress (ksi) (lbs) Calculated Taper (in/ft) 1 30.00 0.00 12.00 12.00 0.1875 18-sided Flange 65.0 738.6 0.00000 Total Mass, 738.6 Page B 1 1-. .,1-- TowerSoft . t;~t4!:;smN$ $Qjt'tWA~ TSTower - v 3.7.2 Tower Analysis Program (e) 1997-2006 TowerSoft www.TSTower.eom FdIVT '"-'AW~ ~""'" .u"'M~e Licensed to: FWT Inc. Fort Worth, TX File: L:\Designs\_2008\08-0600\M08-0691\J080809003\J080809003.out contract: M08-0691:J080809003 Revision: 0 Project: 30-FT:MONOPOLE:l-SECTION:lB-SIDED Site: AIP0201 Willows Park- Prior Lake- Date and Time: 8/11/2008 9:42:15 AM Engineer: BD/tw Section C: A................ DATA Structure Azimuth from North: 0 ANTENNAS Ant Elav. No. (ft) 1 30.00 Antenna Ant. Mount. Mount Type Mount Tx Line Mounting Pipe Ka (i) Type Adm. Radius Azim. (#)Type Size Length (ft) (ft) (in) Full Shielded (4) 2' Light/Cage 240 2.50 240 (4)LDF5P-50A 1.00 Vert. offset 0.00 (ft) Ai............. AND MOUNT WIND AREAS AND WEIGHTS Ant Antenna/Mount Frontal Lateral Frontal Lateral Weight Weight Frequenoy Allowable Gh Mount No. Bare Area Bare Area Iced Area Iced Area Bare Iced Signal Ka {ft)^2 (ft)^2 (ft)^2 (ft)^2 (lbe) (lbs) GHz Loss dB 1 2' Light/Cage 10.10 9.67 19.53 20.04 555.00 973.53 N/A N/A 1.10 Page C 1 "1- TowerSoft .. . . :0. E<H<nNs=mNe $onWA~t! TSTower - V 3.7.2 Tower Analysis Program (c) 1997-2006 TowerSoft www.TSTawer.com FNVT ,. ...'~~CM~ Licensed to: FWT Inc. Fort Worth, TX File: L:\Designs\_2008\08-0600\M08-0691\J080809003\J080809003.out Contract: H08-0691:J080809003 Revision: 0 Project: 30-FT:MONOPOLE:l-SECTION:18-SIDED Site: A1P0201 Willows Park- Prior Lake- Date and Time: 8/11/2008 9:42:15 AM Engineer: HD/tw Section D: TRANSMISS!ON L7NE DATA Transmission Lines Position No. Bot El Top El Desc. (ft) (ft) Radius Az. (ft) Orient. No. Shielded Shielded Ant.enna Lines 1 0.00 30.00 LDFSP-SOA 0.00 0.00 0.00 4 Yes 4 2' Light/Cage Transmission Lines Details No. Desc. Width (in) Depth (in) Unit Mass (lb/ft) 1 LDFSP-SOA 1.10 1.10 0.33 Utilization of the cross-section for TX Lines: 3.60% Page D 1 nr~~~!t TSTower - v 3.7.2 Tower Analysis Program (c) 1997~2006 TowerSoft www.TSTower.com FdIIfT lIlH'lMt~~U"~ Licensed to: FWT Inc. Fort Worth, TX File: L:\Designs\_2008\08-0600\M08-0691\J080809003\J080809003.out Contraot: M08-0691:J080B09003 Revision: 0 Project: 30-FT:MONOPOLE:l-SECTION:18-SIDED Site: A1P0201 Willows Park- Prior Lake- Date and Time: 8/11/2008 9:42:15 AM Engineer: HD/tw Section G: WIND LOAD DATA Load Combination Wind Only Wind Direction 0.00 (deg) Pole Wind Data 6 30.00 5 25.00 4 20.00 3 15.00 2 10.00 1 5.00 Bot. Top Bot. Top Top Top. Bot. Bot. Bot. Elev. Diam. Diam. Kz Kzt Press. Kz Kzt Press. (ft) (in) (in) (psf) (psf) 25.00 12.00 12.00 0.98 1.00 33.99 0.95 1.00 32.71 20.00 12.00 12.00 0.95 1.00 32.71 0.90 1.00 31. 21 15.00 12.00 12.00 0.90 1.00 31. 21 0.85 1.00 29.42 10.00 12.00 12.00 0.85 1.00 29.42 0.85 1.00 29.42 5.00 12.00 12.00 0.85 1.00 29.42 0.85 1.00 29.42 0.00 12.00 12.00 0.85 1.00 29..42 0.85 1.00 29.42 Element Top Elev. (ft) Projected and Wind Areas Element Pole Tx-Line Ladder Ra Top Drag Bot Drag proj Area Proj Area Proj Area Factor Factor (ft^2) (ft^2) (ft^2) 6 5.00 0.00 0.00 0.00 0.65 0.65 5 5.00 0.00 0.00 0.00 0.65 0.65 4 5.00 0.00 0.00 0.00 0.65 0.65 3 5.00 0.00 0.00 0.00 0.65 0.65 2 5.00 0.00 0.00 0.00 0.65 0.65 1 5.00 0.00 0.00 0.00 0.65 0.65 Load Combination Wind Only Min DL Wind Direction 0.00 (deg) Pole Wind Data Element Top Bot. Top Bot. Top Top Top. Bot. Bot. Bot. Elev. Elev. Diam. Diam. Kz Kzt Press. Kz Kzt Press. (ft) (ft) (in) (in) (psf) (psf) 6 30.00 25.00 12.00 12.00 0.98 1.00 33.99 0.95 1.00 32.71 5 25.00 20.00 12.00 12.00 0.95 1.00 32.71 0.90 1.00 31.21 4 20.00 15.00 12.00 12.00 0.90 1.00 31. 21 0.85 1.00 29.42 3 15.00 10.00 12.00 12.00 0.85 1.00 29.42 0.85 1.00 29.42 2 10.00 5.00 12.00 12.00 0.85 1.00 29.42 0.85 1.00 29.42 1 5.00 0.00 12.00 12.00 0.85 1.00 29.42 0.85 1.00 29.42 Projected and Wind Areas Element Pole Tx-Line Ladder Ra Top Drag Bot Drag proj Area proj Area Proj Area Factor Factor (ft^2) (ft^2) (ft^2) 6 5.00 0.00 0.00 0.00 0.65 0.65 5 5.00 0.00 0.00 0.00 0.65 0.65 4 5.00 0.00 0.00 0.00 0.65 0.65 3 5.00 0.00 0.00 0.00 0.65 0.65 page G 1 1- -1- TowerSoft - - ~ r!-NGlNUftlNG: $c)f'tWAM TSTower ~ v 3.7.2 Tower Analysis Program (e) 1997-2006 TowerSoft www.TSTower.com FdIf1T '..,' .MoW<<o'~ ~ Licensed to: FWT Inc. Fort Worth, TX File: L:\Designs\_2008\08-0600\M08-0691\J080809003\J080809003.out Contract: M08-0691:J080809003 Revision: 0 Projeot: 30-FT:MONOPOLE:l-SECTION:18-SIDED Site: A1P0201 Willows park- Prior Lake- Date and Time: 8/11/2008 9:42:15 AM Engineer: HD/tw 2 5.00 0.00 0.00 0.00 0.65 0.65 1 5.00 0.00 0.00 0.00 0.65 0.65 Load Combination Wind and Ice Wind Direotion 0.00 (deg) Pole Wind Data Element Top Bot. Top Bot. Top Top Top. Bot. Bot. Bot. Top Bot. Elev. Elev. Dlam. Plam. Kz Kzt Press. Kz Kzt PresE!. Ioe Ioe (ft) (ft) (in) (in) (psf) (psf) (in) (in) 6 30.00 25.00 12.00 12.00 0.98 1.00 6.56 0.95 1.00 6.31 1.487 1.460 5 25.00 20.00 12.00 12.00 0.95 1.00 6.31 0.90 1.00 6.02 1.460 1.428 4 20.00 15.00 12.00 12.00 0.90 1.00 6.02 0.85 1.00 5.67 1.428 1.387 3 15.00 10.00 12.00 12.00 0.85 1.00 5.67 0.85 1.00 5.67 1.387 1. 332 2 10.00 5.00 12.00 12.00 0.85 1.00 5.67 0.85 1.00 5.67 1.332 1. 243 1 5.00 0.00 12.00 12.00 0.85 1.00 5.67 0.85 1.00 5.67 1.243 0.000 Projeoted and Wind Areas Element Pole Tx-Line Ladder Ra Top Drag Bot Drag Proj Area Proj Area Proj Area Factor Factor (ft^2) (ft^2) (ft^2) 6 6.23 0.00 0.00 0.00 1.20 1.20 5 6.20 0.00 0.00 0.00 1.20 1.20 4 6.17 0.00 0.00 0.00 1.20 1.20 3 6.14 0.00 0.00 0.00 1.20 1.20 2 6.08 0.00 0.00 0.00 1.20 1.20 1 5.97 0.00 0.00 0.00 1.20 1.20 Load Combination Wind Only - Servioeability Wind Direction 0.00 (deg) Pole Wind Data Element Top Bot. Top Bot. Top Top Top. Bot. Bot. Bot. Elev. Elev. Diam. Diam. Kz Kzt Press. Kz Kzt Press. (ft) (ft) (in) (in) (psf) (psf) 6 30.00 25.00 12.00 12.00 0.98 1.00 8.45 0.95 1.00 8.13 5 25.00 20.00 12.00 12.00 0.95 1.00 8.13 0.90 1.00 7.76 4 20.00 15.00 12.00 1.2.00 0.90 1.00 7.76 0.85 1.00 7.31 3 15.00 10.00 12.00 12.00 0.85 1.00 7.31 0.85 1.00 7.31 2 10.00 5.00 12.00 12.00 0.85 1.00 7.31 0.85 1.00 7.31 1 5.00 0.00 12.00 12.00 0.85 1.00 7.31 0.85 1.00 7.31. Projeoted and Wind Areas Element Pole Tx-Line Ladder Ra Top Drag Bot Drag Proj Ar'ea Proj Area proj Area Factor Factor (ft^2) (ft^2) (ft^2) Page G 2 11- TowerSoft . . .... e~"I9;MNG-$QftWAl'it; TSTower - v 3.7.2 Tower Analysis Program (0) 1997-2006 TowerSoft www.TSTower.oom FMVT .....,.u.tA't. ~tN)o1 Licensed to: FWT Inc. Fort Worth, TX File: L:\Designs\_2008\08-0600\M08-0691\J080809003\J080809003.out Contraot: M08-0691:J080809003 Revision: 0 Project: 30-FT:MONOPOLE:l-SECTION:18-SIDED Site: A1P0201 Willows Park- Prior Lake- Date and Time: 8/11/2008 9:42:15 AM Engineer: HD/tw 6 5.00 0.00 0.00 0.00 0.75 0.76 5 5.00 0.00 0.00 0.00 0.76 0.77 4 5.00 0.00 0.00 0.00 0.77 0.80 3 5.00 0.00 0.00 0.00 0.80 0.80 2 5.00 0.00 0.00 0.00 0.80 0.80 1 5.00 0.00 0.00 0.00 0.80 0.80 Page G 3 I~, TowerSoft ... .. a;~!llfe;r;"G$~ TSTowe r - v 3.7,.2 Tower Analysis Program (c) 1997-2006 TowerSoft www.TSTower.com FNVT . 6M~ Licensed to: FWT Inc. Fort Worth, TX File: L:\Designs\_2008\08-0600\M08-0691\J080809003\J080809003.out Contract: M08-0691:J080809003 Revision: 0 Projeot: 30-FT:MONOPOLE:l-SECTION:18-SIDED Site: AIP0201 Willows Park- Prior Lake- Date and Time: 8/11/2008 9:42:15 AM Engineer: HD/tw seotion H: STRUCTURE DISPLACEMENT DATA Load Combination Max Envelope Wind Direotion Maximum displacements Elev. (ft) N-S Disp (in) W-E Disp (in) Vert.Dlsp N-S Rot (in) (deg) 30.00 25.00 20.00 15.00 10.00 5.00 0.00 Load 7.8 5.8 4.0 2.4 1.1 0.3 0.0 Combination -8.4 -6.3 -4.3 -2.6 -1.2 -0.3 0.0 -0.1 -0.1 0.0 0.0 0.0 0.0 0.0 Wind Only -2.09 -1. 98 -1. 79 -1.49 -1.10 -0.60 0.00 W-E Rot Twist Rot (deg) (deg) -1.89 0.30 -1.81 0.25 -1.64 0.20 -1.38 0.15 -1.. 03 0.10 -0.56 0.05 0.00 0.00 Wind Direction Maximum displacements Elev. N-S Diap W-E Diap Vert.Diap N-S Rot W-E Rot Twist Rot (ft) (in) (in) (in) (deg) (deg) (deg) 30.00 7.8 -8.4 -0.1 -2.09 -1.89 0.30 25.00 5.8 -6.3 -0.1 -1.98 -1.81 0.25 20.00 4.0 -4.3 0.0 -1. 79 -1.64 0.20 15.00 2.4 -2.6 0.0 -1.49 -1.38 0.15 10.00 1.1 -1.2 0.0 -1.10 -1.03 0.10 5.00 0.3 -0.3 0.0 -0.60 -0.56 0.05 0.00 0.0 0.0 0.0 0.00 0.00 0.00 Load COIllbination Wind Only Min DL Wind Direction Maximum displacements slev. N-S Disp W-E Diap Vert.Diap N-S Rot W-E Rot Twist Rot (ft) (in) (in) (in) (deg) (deg) (deg) 30.00 7.5 -8.0 -0.1 -1.97 -1.81 0.30 25.00 5.6 -6.0 -0.1 -1.88 -1. 74 0.25 20.00 3.9 -4.1 0.0 -1. 70 -1.59 0.20 15.00 2.3 -2.5 0.0 -1.43 -1.34 0.15 10.00 1.1 -1.2 0.0 -1.06 -1.00 0.10 5.00 0.3 -0.3 0.0 -0.58 -0.55 0.05 0.00 0.0 0.0 0.0 0.00 0.00 0.00 Load COIllbination Wind and Ice Wind Direction Maximum displacements Elev. N-S Oisp W-E Oisp Vert.Oisp N-S Rot W-E Rot Twist Rot (ft) (in) (in) (in) (deg) (deg) (deg) 30.00 4.1 -5.0 -0.1 -1.35 -1.07 0.12 25.00 3.0 -3.6 0.0 -1.22 -0.99 0.10 20.00 2.1 -2.5 0.0 -1. 06 -0.87 0.08 15.00 1.2 -1.4 0.0 -0.86 -0.72 0.06 10.00 0.6 -0.7 0.0 -0.61 -0.52 0.04 5.00 0.2 -0.2 0.0 -0.33 -0.28 0.02 0.00 0.0 0.0 0.0 0.00 0.00 0.00 Load Combination Wind Only - Serviceability Page H 1 ITowerSoft .. . rm~mN6$01'fW~E TSTower - v 3.7.2 Tower Analysis Program (0) 1997-2006 TowerSoft www.TSTower.com IiM1T !JHI61'M~~4t"YJWo Licensed to: FWT Inc. Fort Worth, TX File: L:\Designs\_2008\08-0600\M08-0691\J080809003\J080809003.out Contract: M08-0691:J080809003 Revision: 0 Project: 30-FT:MONOPOLE:1-SECTION:18-SIDED Site: A1P0201 Willows Park- Prior Lake- Date and Time: 8/11/2008 9:42:15 AM Engineer: BD/tw Wind Direction M~imum displacements Elev. N-S Disp W-E Disp Vert.Disp N-S Rot W-E Rot Twist Rot (ft) (in) (in) (in) (deg) (deg) (deg) 30.00 2.4 -2.9 0.0 -0.76 -0.61 0.07 25.00 1.8 -2.1- 0.0 -0.70 -0.57 0.06 20.00 1.2 -1.4 0.0 -0.6:1. -0.51 0.05 15.00 0.7 -0.8 0.0 -0.50 -0.42 0.04 10.00 0.3 -0.4 0.0 -0.36 -o.n 0.03 5.00 O.J. -0.1 0.0 -0.J.9 -0.17 O.OJ. 0.00 0.0 0.0 0.0 0.00 0.00 0.00 Page H 2 TowerSoft ~HG1"li!l$"mNG $OfI'tWA~E TSTower - v 3.7.2 Tower Analysis Program (e) 1997-2006 TowerSoft www.TSTower.oom ....,.. ~ ~ 1f\f(\l~~^"",,,U4"". Licensed to: FWT Inc. Fort Worth, TX File: L:\Designs\_2008\08-0600\M08-0691\J080809003\J080809003.out Contract: M08-0691:J080809003 Revision: 0 Project: 30-FT:MONOPOLE:l-SECTION:18-SIDED site: A1P0201 Willows Park- Prior Lake- Date and Time: 8/11/2008 9:42:15 AM Engineer: BD/tw Section K: POLE OUTPUT LOAD DATA Load Combination Max Envelope Wind Direction Maximum Loads Elev. Axial Ld. shear Ld. Torque Bend Mom. (ft) ( kips) (kips) (kipsft) (kipsft) 30.00 4.47 1.53 3.47 10.83 25.00 4.47 1.53 3.49 14.21 25.00 4.75 1.63 3.48 14.21 20.00 4.75 1.63 3.53 22.28 20.00 5.02 1.72 3.52 22.28 15.00 5.02 1.72 3.56 30.87 15.00 5.29 1.80 3.53 30.87 10.00 5.29 1.80 3.57 39.83 10.00 5.55 1.88 3.52 39.83 5.00 5.55 1.88 3.54 49.22 5.00 5.81 1.94 3.47 49.22 0.00 5.81 1.94 3.48 58.90 Base 5.93 1.99 3.48 58.90 Load Combination Wind Only Wind Direction Maximum Loads Elev. Axial Ld. shear !.d. Torque Bend Mom. (ft) (kips) (kips) (kipsft) (kipsft) 30.00 2.72 1.53 3.47 6.66 25.00 2.72 1.53 3.49 14.21 25.00 2.88 1.63 3.48 14.21 20.00 2.88 1.63 3.53 22.28 20.00 3.03 1.72 3.52 22.28 15.00 3.03 1.72 3.56 30.87 15.00 3.19 1.80 3.53 30.87 10.00 3.19 1.80 3.57 39.83 10.00 3.35 1.88 3.52 39.83 5.00 3.35 1.88 3.54 49.22 5.00 3.52 1.94 3.47 49.22 0.00 3.52 1.94 3.48 58.90 Base 3.59 1.99 3.48 58.90 Load combination Wind Only Min PI. Wind Direction Maximum Loads Elev. Axial Ld. shear Ld. Torque Bend Mom. (ft) (kips) (kips) (kipsft) (kipsftl 30.00 2.04 1.50 3.42 5.00 25.00 2.04 1.50 3.45 12.42 25.00 2.15 1.60 3.45 12.42 20.00 2.15 1.60 3.49 20.36 20.00 2.27 1.70 3.48 20.36 15.00 2.27 1.70 3.52 28.84 15.00 2.39 1. 78 3.50 28.84 10.00 2.39 1.78 3.53 37.71 10.00 2.51 1.86 3.49 37.71 5.00 2.51 1.86 3.51 47.04 5.00 2.64 1.94 3.44 47.04 Page K 1 I"Towe r-Soft .q' It;N~",....;,....JG; $~Afle; TSTower - v 3.7,2 Tower Analysis Program (0) 1997-2006 TowerBoft www.TSTower.oom FNVT .. ~'I64I'(t.-.~'oM Licensed to: FWT Inc, Fort Worth, TX File: L:\Designs\_200B\OB-0600\M08-0691\JOB0809003\J080809003.out Contraot: M08-0691:J080809003 Revision: 0 Projeot: 30-FT:MONOPOLE:l-BECTION:18-SIDED Site: A1P0201 Willows Park- Prior Lake- Date and Time: 8/11/2008 9:42:15 AM Engineer: BD/tw 0.00 Base 2.64 2.69 1.94 1.98 3.45 3.45 56.69 56.69 Load combination Wind Direction Wind and Ice Maximum Loads Elev. Axial Ld. shear Ld. Torque Bend Mom. (ft) (kips) {kips} (kipsft) (kipsft) 30.00 4.47 0.64 1.45 10.83 25.00 4.47 0.64 1.44 13.95 25.00 4.75 0.68 1.43 13.95 20.00 4.75 0.68 1.42 17.28 20.00 5.02 0.71 1.41 17.28 15.00 5.02 0.71 1.41 20.80 15.00 5.29 0.74 1.41 20.80 10.00 5.29 0.74 1.41 24.44 10.00 5.55 0.76 1.40 24.44 5.00 5.55 0.76 1.41 28.21 5.00 5.81 0.78 1.39 28.21 0.00 5.81 0.78 1.39 32.03 Base 5.93 0.80 1.39 32.03 Load Combination Wind Only - Serviceability Wind Direction Maximum Loads Elev. Axial Ld. Shear Ld. Torque Bend Mom. eft) (kips) (kips) (kipsft) {kipsft} 30.00 2.29 0.39 0.86 5.55 25.00 2.29 0.39 0.85 7.47 25.00 2.42 0.42 0.85 7.47 20.00 2.42 0.42 0.85 9.52 20.00 2.54 0.44 0.85 9.52 15.00 2.54 0.44 0.85 11.73 15.00 2.67 0.47 0.85 11.73 10.00 2.67 0.47 0.85 14.05 10.00 2.80 0.49 0.85 14.05 5.00 2.80 0.49 0.85 16.51 5.00 2.93 0.51 0.84 16.51 0.00 2.93 0.51 0.84 19.05 Base 3.00 0.52 0.84 19.05 Page It 2 D'. TowerSoft . : ~~l4t;;l;1fI""$ $Qf-"lV/AiIt\!; TSTower - v 3,7.2 Tower Analysis Program (0) 1997-2006 TowerSoft www.TSTower.com FNVT ........ Licensed to: FWT Inc. Fort Worth, TX File: L:\Designs\_2008\08-0600\M08-0691\J080809003\J080809003.out Contraat: M08-0691:J080809003 Revision: 0 Project: 30-FT:MONOPOLE:l-SECTION:18-SIDED Site: A1P0201 Willows Park- Prior Lake- Date and Time: 8/11/2008 9:42:15 AM Engineer: HD/tw Section Lt STRENGTH ASSESSMENT DATA Load Combination Max Envelope Wind Direction Maximum Elev. Axial Ld Axial Cap Moment Mom. Cap Assess. (ft) (kips) (kips) (kipsft) (kipsft) 30.00 4.47 411.24 10.83 99.15 0.123 25.00 4.47 411.24 14.21 99.15 0.155 25.00 4.75 411. 24 14.U 99.15 0.158 20.00 4.75 411.24 22.28 99.15 0.240 20.00 5.02 411. 24 22.28 99.15 0.240 15.00 5.02 411.24 30.87 99.15 0.327 15.00 5.29 4:1.1.24 30.87 99.15 0.328 10.00 5.29 411. Z4 39.83 99.15 0.418 10.00 5.55 4l1.Z4 39.83 99.15 0.419 5.00 5.55 411.24 49.22 99.15 0.514 5.00 5.81 411. 24 49.22 99.15 0.514 0.00 5.81 4:1.1.24 58.90 99.15 0.612 Load combination Wind Only Wind Direction Maximum E1ev. Axial Ld Axial Cap Moment Mom. Cap Assess. (ft) (kips) (kips) (kipsft) (kipsft) 30.00 2.72 411.24 6.66 99.15 0.081 25.00 2.72 411. 24 14.21 99.15 0.157 25.00 2.88 411.24 14.21 99.15 0.158 20.00 2.88 411.24 22.28 99.15 0.240 20.00 3.03 411.24 22.28 99.15 0.240 15.00 3.03 411. 24 30.87 99.15 0.327 15.00 3.19 4:1.1.24 30.87 99.15 0.328 10.00 3.19 411.24 39.83 99.15 0.418 10.00 3.35 411.24 39.83 99.15 0.419 5.00 3.35 411. 24 49.22 99.15 0.514 5.00 3.52 411.24 49.22 99.15 0.514 0.00 3.52 411. 24 58.90 99.15 0.612 Load Combination Wind Only Min DL Wind Direotion Maximum E1ev. Axial Ld Axial Cap Moment Mom. Cap Assess. (ft) (kips) (kips) (kipsft) (kipsft) 30.00 2.04 411.24 5.00 99.15 0.063 25.00 2.04 411. 24 12.42 99.15 0.137 25.00 2.15 411.24 12.42 99.15 0.138 20.00 2.15 411.24 20.36 99.15 0.218 20.00 2.27 411.24 20.36 99.15 0.219 15.00 2.27 411.24 28.84 99.15 0.305 15.00 2.39 411. 24 28.84 99.15 0.305 10.00 2.39 411.24 37.71 99.15 0.395 10.00 2.51 411.24 37.71 99.15 0.395 5.00 2.51 411.24 47.04 99.15 0.490 5.00 2.64 411. 24 47.04 99.15 0.490 0.00 2.64 411.24 56.69 99.15 0.588 Page L 1 ITowerSoft ',. ~NGI~mN$ $Of$'tWA~E TSTower - v 3.7.2 Tower Analysis Program (e) 1997-2006 TowerSoft www.TSTower.eom FJIf1T ~~ ~ ,""","a Licensed to: FWT Inc. Fort Worth, TX File: L:\Designs\_2008\08-0600\M08-0691\J080809003\J080809003.out Contract: M08-0691:J080809003 Revision: 0 Project: 30-FT:MONOPOLE:1-SECTION:18-SIDED Site: AlP0201 Willows Park- Prior Lake- Date and Time: 8/11/2008 9:42:15 AM Engineer: HD/tw Load Combination Wind Direction Wind and Ice Maximum Elev. Axial Ld Axial Cap Moment Mom. Cap Assess. (ft) (kips) (kips) (kipsft) (kipsft) 30.00 4.47 411.24 10.83 99.15 0.123 25.00 4.47 411.24 13.95 99.15 0.155 25.00 4.75 411. 24 13.95 99.15 0.156 20.00 4.75 411.24 17.28 99.15 0.189 20.00 5.02 411.24 17.28 99.15 0.190 15.00 5.02 411.24 20.80 99.15 0.225 15.00 5.29 411. 24 20.80 99.15 0.226 10.00 5.29 411.24 24.44 99.15 0.263 10.00 5.55 411.24 24.44 99.15 0.264 5.00 5.55 411.24 28.21 99.15 0.302 5.00 5.81 411.24 28.21 99.15 0.302 0.00 5.81 411 . 24 32.03 99.15 0.341 Load Combination Wind Only - Serviceability Wind Direction Maximum Elev. Axial Ld Axial Cap Moment Mom. Cap Assess. (ft) (kips) (kips) (kipsft) (kipsft) 30.00 2.29 411. 24 5.55 99.15 0.063 25.00 2.29 411.24 7.47 99.15 0.083 25.00 2.42 411. 24 7.47 99.15 0.083 20.00 2.42 411. 24 9.52 99.1.5 0.104 20.00 2.54 411.24 9.52 99.15 0.104 15.00 2.54 411.24 11.73 99.15 0.1.27 15.00 2.67 411.24 11.73 99.15 0.127 10.00 2.67 411.24 14.05 99.15 0.151 10.00 2.80 411.24 14.05 99.15 0.151 5.00 2.80 411.24 16.51 99.15 0.176 5.00 2.93 411.24 16.51 99.15 0.176 0.00 2.93 411. 24 19.05 99.15 0.202 Page L 2 .~. TowerSoft . .. eNC)J"S;~ $Qf1'WAnl; TSTower - v 3.7.2 Tower Analysis Program (c) 1997-2006 TowerBoft www.TBTower.com FNVT III '-" .,I'tA',,~ Licensed to: FWT Inc. Fort Worth, TX' File: L:\Designs\_2008\08-0600\M08-0691\J080809003\J080809003.out Contract: M08-0691:J080809003 Revision: 0 Project: 30-FT:MONOPOLE:I-SECTION:18-BIDED Site: AIP0201 Willows park- Prior Lake- Date and Time: 8/11/2008 9:42:15 AM Engineert HD/tw Section M: SECTION PROPERTIES DATA Elev. Diam. width Thick. wit Area S (ft) (in) (in) (in) (in^2) (in"'3) 30.0 12.0 1.7 0.188 9.3 7.0 20.34 25.0 12.0 1.7 0.188 9.3 7.0 20.34 25.0 12.0 1.7 0.188 9.3 7.0 20.34 20.0 12.0 1.7 0.188 9.3 7.0 20.34 20.0 12.0 1.7 0.188 9.3 7.0 20.34 15.0 12.0 1.7 0.188 9.3 7.0 20.34 15.0 12.0 1.7 0.188 9.3 7.0 20.34 10.0 12.0 1.7 0.188 9.3 7.0 20.34 10.0 12.0 1.7 0.188 9.3 7.0 20.34 5.0 12.0 1.7 0.188 9.3 7.0 20.34 5.0 12.0 1.7 0.188 9.3 7.0 20.34 0.0 12.0 1.7 0.188 9.3 7.0 20.34 Note: wjt values marked with * (asterisk) indicate width to thickness exceeding maximum allowable values by standards. Page M 1 '1-.; Towe.rSoft ,tl, !~~6$onw~1!. TBTower - v 3.7.2 Tower Analysis Program (0) 1997-2006 TowerSoft www.TSTower.com FWT ll\M'li\Cof\OIW~ . .~~ Licensed to: FWT Inc. Fort Worth, TX File: L:\Designs\_2008\08-0600\M08-0691\J080809003\J080809003. out Contract: M08-0691:J080809003 Revision: 0 Project: 30-FT:MONOPOLE:l-SECTION:18-SIDED Site: A1P0201 Willows park- Prior Lake- Date and Time: 8/11/2008 9:42:15 AM Engineer: HD/tw .DESIGN SPECIACATlON Design Standard: ANSI/TIA.222.G.2005 Add.1 Basic 'Wrld Speed (No Ice).. 90.0 (mph) BMic Wind Speed l'YI~h Ice) '" 50.0 (mph) Design Ice Thickness .. U 75 rm) S lruclure Class.. II Exposure Category.. C Topographic Category" 1 -- S cl. Length (Il) Overlap Top Dia. Bot Dia. Thick. (II) (in) {in} [In) 1 30.00 0.00 12.00 12.00 0.1875 30.00 -- MAXIMUM BASE REACTIONS Bare Iced Download (Kips) Shear {Kips) Moment (Kipsft) 3.6 2.0 58.9 5.9 o.e 32.0 Appendix 1 PRIOR LAKE DEPARTMENT OF BUILDING AND INSPECTION INSPECTION RECORD SITE ADDRESS /0150 CLh:> A-LA;:? .5.6-. TYPE OF WORK /lloAl 0 PoL/5:- USE OF BUILDING / 1fI_ /Vc-t.AJ / / PERMIT NO. D[3- (ole DATE ISSUED 8/21 /~8 BUILDER T8CJ / FI'\t1C Co/l.jJ PHONE #1 rS2 '$~I -Ib f 3 I NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW THE PERMIT IS BY SEPARATE DOCUMENT INSPECTOR DATE FOOTING I I ~ PLACE NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED IT~ I I I I FINAL , FOR ALL INSPECTIONS (952) 447-9850 . '. r;-fT /L"/../JO CITY OF PRIOR LAKE BUILDING PERMIT PLAN REVIEW ;2;};/k<;t;; '-= &fi"fIDVED I ~GDEPf S~~Dalei:Y--e>8' + g/l-"j /1Vt:;; , o ~ . -t o ~ -t : C -. -, -0 1. lliE CONTRACTOR SlW..L SUPERVISE NfD DIRECT .-u. WORK, USlNli HIS BEST SICIl.l. NfD ATTENTICH I€ SHALL BE SlLEY RESF'.... 'C".,. 0:' FOR N..1.. CONSTRUCTlON WEANS. NETliOOS. TECHNIQUES. PRO """''''''''' NfD SEQUENCES FOR COORDINATING .-u. PORTIONS or lliE WORK UNDER lliE CONIRACT. 2. THE CONTRACTOR SHALL w;rr lliE JOB SITE TO REVIEW lliE SCOPE or WORK NfD EXISTING JOB SITE CONClT1ONS INCWDlNG. B\lT NOT UIIITID TO llECHANICAL. EL!CTRICAL SEJMCE. N<<l CMR.tU COORDINATION. 3. THE CONTRACTOR SHALL VERIFY .-u. ElCIsnNG CONDII1ONS .lND DlllENSIONS PRIOR TO SUBlIlTTING HIS BID. Nlf DISCREPANCIES. CONFUCTS OR 0ll1SSlONS. ETC. SHALL BE REPORJm TO lliE ENGINEER BEFORE PROCEEDING WITH lliE WORK. 4. THE CONTRACTOR SHALL PROTECT .-u. NlfJ>S FROll tw.lAGE WHICH IIAY OCCUR DURING CONS'lRUC'IlON. Nlf lWotAGE TO NEW .lND EXISTING CONSlRUCl1ON. STRIlCTURE. OR EQUIPllENT. SHALL BE lllIlEDllirB.Y REPAIRED OR REPIJlCEIl TO lliE SATISf'ACTION or lliE ltIWfT OR BUIlDING OWNER. OR ~ OWNE!I'S REPRfSENTATlVE. AT lliE EXPDlSE or lliE COII1RACTOR. 5. THE CONTIlACTOR SHALL BE RESPONSIBLE FOR. .lND SHALL REPl...cE OR REIIEDY. Nlf FAULlY. IllPROPER. OR INFERIOR IIAlERWS OR WORI<IWISHIP OR Nlf lWotAGE WHICH SHALL APPrAR WITHIN ONE YEAR Nl!R lliE COIoIPLEI1ON NfD ACCEPTANCE or THE WORK UNDER llilS CONIRACT. 8. lliE CONTRACTOR SHALL REII<NE .-u. RUBBISH AND WASTE IIAlERWS ON A REGUlAR BASIS. AND SHALL ."..."..~< STRICT CON1ROI. OVER JOB ClEANING lliROUGHOUT CONS1RUCl1ON. INCWDING FlNAL ClEAN-UP UPON COllPLEOON or WORK. .-u. N1US ARE TO BE LEFT IN A BROOll ClEAN CONDITION AT lliE ~D or EACH DAY. 7. THE CONTRACTOR SHALL SAFEGIlARIl THE OWNER'S PROPERlY CURiNG CONSTRUC'IlON NfD SHAU. REPl...cE Nlf . .." PROPEl!IY or lliE OWNER TO ORIClNAL CONIlIl1ON OR BETmL 8. IT SHALL BE lliE RESPONSIBIUlY or lliE CONTRACTOR TO LOCATE .-u. EXISTING UTUnES. WHETHER SHOWN HEREIN OR NOT. NfD TO PROTECT lliEII FROll ON.I.OGE. lliE CONTRACTOR SHAU. BEAR .-u. EXPENSES FOR REPAIR OR REP' .~.~ 'T or l/TIlJT1ES OR DTHER PROPERlY llo\IlACED IN cotlIUNCTION WITH lliE EXEcunoN or WORK. -0 ~ -I -I -I -I -I 0, THE CONTRACTOR SHAlL BE RESF""~'C'I~' 0: FOR THE COMPLm SECURITY or lliE SITE WHILE lliE JOB IS IN PROGRESS NfD UNI1L lliE JOB IS COMPLETED PER zooe I.B.C. _/Z007 llN ,,,. "lS'" 2007 llN STATE BUIlDING CODE 10. .-u. CONSTRUCTION WORK SHAU. CONFORll TO lliE U.B.C. NfD .-u. DTHER llOYERNlNG COOES. ALDNG WITH lliE GOYERNING RESTRIC11VE CODES. II. lliE CONTRACTOR .lND .-u. SUBCOlllRACTORS SHAU. COIoIPLY WITH .-u. LOCAL CODE REGUlAllONS NfD STATE DEPAR1\lENT or INDUSTRW. REGUlAllONS NfD DMSKlN or INllUSTRIAL SAFElY (OSHI.) RECUIREIIEIITS. REFER TO lliE CODES SECT10N or lHlS SHEET. _ 12. THE CONTRACTOR SHALL OBTAIN AND PAY FOR Nlf PfRllIlS. UCD&S NfD INSPECTIONS NECESSARY FOR PERFOIIIolANCE or THE WORK AND INCWDE THOSE IN lliE COST or lliE WORK TO lliE OWNER. 13. FIGURED DlllENSlONS HAVE PRECEDENCE OVER DRAWING SCAU. NfD DETAIL DRAWINGS HAVE PREX:EDENCE OVER SWLl. SCALE DRAWINGS. CHECK N:;CUFW:r or .-u. DlllENSlONS IN THE FlElD. '-'lLESS SPEClF1CALl.Y NOTED. 00 NOT FAIIRlCATE Nlf IIAlERWS OFF-SITE. OR PERFORII Nlf CONSTR\JCTION UNTIl THE N::QJFW::r or DRAWING DlllENSlONS HAVE BEEN VERlFlED AGAINST AC1\W. FlElD DIllENSIONS. 14. CONTRACTOR SHAU. NOT1FY THE ENGINEER or Nlf CONFUCIS OR DISCREPANCIES WlTHtN THE CONIRACT DOClJIlENTS WITH THE COIIlRACT DOCUllEI/lS AND lliE F1aD CONDmONS PRIOR TO EXECUTING THE WORK IN Ql/ESTION. ~. ~ I i A lEV DAti ~~ 8/01/11 ISSUED FOR N'f'W1oIAI.. 2 8/11/11 ISSUED FOR COHSIR\JClION 3 1fJJ/II ADDED m<<:E DElNLS PER RECUEST BY aN 15. CONTRACTllR SHAU. NOTIFY lliE ENGINEER IF DETAILS ARE . CONSIDERED '-'lSOUND.. UNSAFE. NOT WATERPROOf. OR NOT WITHIN C1JSTOIIARY TRADE PRACTICE. IF WORK IS PERf'ORllED. IT WILL BE ASSUllED THAT THERE IS NO OBJEC'TlON TO THE DETAIL. DETAILS ARE INTENDED TO SHOW lliE ~D RfSULT or THE DESIGN. lllNOR IIODlFICATIONS IIAY BE INCUJDED I>S PART or lliE WORK. 18. ElCISI1NG ELEVATIONS NfD LOCATIONS TO BE JOINED SHALL BE VERIF1ED BY lliE CONTRACTOR BEFORE CONSTRUCTION. IF THEY DFfDl FROll THOSE SHOWN ON lliE PlANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER SUCH THAT llODIFlCATIONS CAN BE IIADE BEFORE PROCEIDING WITH THE WORK. 17. .-u. SYIIIlOlS .lND ABElRE'MllONS USED ON lliE DRAWINGS ARE CONSIDERED CONSTRUCl1ON STANDAADS. IF THE CONTRACTOR HAS QUEST10NS REGNlIllNG THEIR EXACT llENfING. THE ENGINEER SHALL BE NOTIRED FOR ClARIFICATIONS BEFORE PF''''-=''"='''''~ 'e WITH WORK. 18. lliE CONTRACTllR SHALL PRlMDE .-u. . '<"<<<" 'tY BLDCKlNG. BACKING. F1WoIING. HNIGERS OR DTHER SUPPORT FOR .-u. OTHER IlEllS RrQUIRING lliE SAllE. 1&. CIlY ~ PLANS SHAU. BE KEPT IN A PlAN BOX NfD SHALL NOT BE USED BY WORKVEN. .-u. CONSTRUCTION SETS SHALL REFlECT SAllE INFORIlATION. THE CONTIlACTOR SHALL AIS!J llAINTAlN IN GOOD CONDITION. ONE COllPLETE SEI' OF PLANS WITH .-u. REVISIONS. AllIlENDA NfD CIWlGE ORDERS ON THE PREIIISE AT .-u. TIllES. THESE ARE TO BE UNDER THE CARE or lliE JOB SUPERINTENDENT. CODES AND STANDARDS .-u. CONS1RUCl1ON SHALL COIoIPLY WITH lliE lATEST ADDPlm EDITION or THE FOU.OWING PUBUCAllONS: I. ASTII (AllERICAN SOCIEIY FOR TESTlNG NfD IIAlERWS) 2. />Co (AllERICAN CONCRETE INSTTTUTE) 3. AISC (AllERICAN INS1ITIJTE or srm. CONSTRUCTION) 4. AWS (AllERICAN waDING SOCIETY) 5. IBC (INlDlNATlONoIL BUIlDING CODE) 8. llOOT (1lINNESOTA DEPAR1\lENT or TP .,..... "-rATION) 7. NISI (AllERIC.IN NATIONAl. STNfONlOS INSl1TIlTE) II. IEEE (INSTTIIlTE or ELECTRlCAl. NfD ELECTRONICS ~GINEIRS) &. NEC (NATlONoIL EL!CTRICAL CODE') 10. NElIA !NAllONAL ELECTRlCAl. IlANUF.ocruRERS ASSOCIATION) II. NESe NAllONAl. ELECTRICAL SAFElY COlllllSS1ON) 12. OSHI. OCCUPAl1ONAl. SAn:lY AND HEJLlIl'I ADllINISl1lATION) 13. UL ('-'lDERWRlTERS' ,".. '''DRIES. INC.) 14. APPIJCoIIlU: LOCAL CODES NfD ORDINANCES LEGEND cCAIL NUllBER 1 DETAIL SI WING ON WHICH ORIGINAL DETAIL WI>S DRAWN .... ~ IMlBER /2"\ SECTION ~ - ~WlNG ON WHJQi ORIGINAL SEC'I1ON WI>S DRAWN :- -:~ a:~. ~~ - ----. - ---- - ----- no '" 1NI1'A&.L EDDG DIA.... .. lIe @ . SCOPE OF SUPPLY . THE FOl.UlWING TABLE DEUNEATE5 THE RESPONSlBIunES or DlFnRDIT PAIlTIES ItMllVEO IN COllPLETlNG THIS PROJECT. . THE SITE SPECIFIC SCOPE or WORK WILL PRECEDE Nlf ....~. oo-ES FOUND ON llilS SCOPE or SUPPLY. ~I RAW LAND SITE I CO-LOCATION SITE !TEll FURNISHED BY INSTALUD BY ITDI FURHISHED BY INSTALUD BY TOWER T-IotOBlLE CONTRACTOR BTS PlAlFllRIl T -IotOBILE CONTRACTOR BTS PlAlFllRIl T -IlOBlLE CONTRACTOR BTS PlAlFllRIl FOUNDATION COIlTR1CTOR CONTRACTOR TOWER ... BTS PlATfORll FOUNDATION CONTRACTOR COIlTR1CTOR PURCElL CABINET (POWER/TELCO) T-IotOBILE CONT1W:IllR !uRCELL CABINET (POWER/TELCO) T -IlOBILE COIlTR1CTOR PURCElL CABINET - ~1TERlES T-llOBILE CONT1W:IllR PURCElL CABINET - ~1TERlES T -llOBILE CONTRACTOR BTS CABINETS T -IlOBlLE T-llOBILE BTS CABINETS T -IlOBlLE T-IIOBlLE ANTENNA T-llOBlLE CONT1W:IllR ANTENNA T-llOBILE CONTRACTOR COAX CABLE T -lIOBILE CONT1W:IllR COAX CABLE T-IotOBlLE CONTRACTOR JUllPER CABLES T -IIOBILE CONTRACTOR JUllPER CABlES T-IotOBILE CONTRACTOR UIA (Ll11V NOISE AllPlJFlER) T -llOBILE CONT1W:IllR ~UIA (Ll11V NOISE AIlPlJFlER) T-IotOBlLE CONTRACTOR GROUNDING KITS FOR COAX T-llOBILE CONTRACTOR GROUNDING KITS FOR COAX T -IIOBILE CONTRACTOR SITE GROUNDING IIATERIAI..S COIlTR1CTOR CONTRACTOR sm: GROUNDING IIATERIAI..S CONTRAGTOR CONTRACTOR ANTENNA llDUNTlNG PIPE ... BRACKET CONTRACTOR CONTRACTOR ANTENNA llOUNTING PIPE ... BRACKET CONTRACTOR COIlTR1CTOR WAVEGUIDE BRIDGE (EQPT TO 'IWIl) CONTRACTOR CONT1W:IllR !lAVEGUIDE BRlllGE (EQPT TO 'IWIl) CONTRACTOR CONTRACTOR WAVEGUIDE LAllDER (TOWER) CONTRACTOR CONTRACTOR .WAVEGUIDE LADOER (TOWER) CONTRACTOR CONTRACTOR FENCE CONTRACTOR CONTRACTOR FENCE CONTRACTOR CONTR.ICTOR UN~""~.' 'ND WORK COIITR.'CTOR CONTRACTOR . UNDERGROUND WORK COIITR.'CTOR COIIlRACTOR SITE.WORK CONTRACTOR CONTRACTOR SITEWORK CONTRACTOR COIIlRACTOR POWER DISCONNECT ... llEIER BOX CONTRACTOR CONTRACTOR ~ DISCONNECT ... llEIER BOX CONTRACTOR CONTRACTOR llEIER vnUlY vnUlY llEIER vnUlY vnUlY WATER TOWER SITE I ROOFTOP SITE ITDI FURNISHED BY INSTALUD BY ITDI FURHISHED BY INSTALLm BY BTS PlAlFllRIl T-llOBlLE CONTRACTOR ROOFTOP PlATfORll T-IIOBILE CONTRACTOR BTS PlAlFllRIl FOUNDATION CONTRACTOR CONTRACTOR ROOFTOP ANTENNA SLED/ATTACHllENT T -llOBILE CONT1W:IllR PURCELL CABINET (POWER/TELCO) T -IlOBILE CONTRACTOR PURCELL CABINET (POWER/TELCO) T -llOBlLE CONTRACTOR PURCELL CABINET - ~TTERlES T -IlOBlLE CONTRACTOR PURCELL CABINET - ~TTERIES T -llOBlLE CONTRACTOR BTS CABINETS T -IlOBlLE T -IIOBlLE BTS CABINETS T -llOBlLE T -llOBlLE ANTENNA T-llOBlLE CONTRACTOR ANTENNA T-llOBlLE CONT1W:IllR COAX CABLE T-IotOBILE CONTRACTOR COAX CABLE T-llOBILE CONTRACTOR JUllPER CABLES T-IotOBlLE CONTRACTOR JUllPER CABLES T-IIDBILE CONTRACTOR "UIA (Ll11V HOtSE AllPlJFlER) T -IlOBlLE CONTRACTOR UIA (Ll11V NOISE AllPlJFlER) T-IlOBILE CONT1W:IllR - GROUNDING KITS FOR COAX T-IIOBIlE CONTRACTOR GROUNDING KITS FOR COAX T -llOBILE CONTRACTOR sm: GROUNDING .....TERW..S CONTRACTOR CONTRACTOR SITE GROUNDING IIAlERWS CONTRACTOR CONTRACTOR SITE GROUNIlNl .....TERW..S CONTRACTOR CONTRACTOR SITE GROUNDING IIAlERWS CONTRACTOR CONTRACTOR ANTENNA ATTACHEIIENTS (TOWER) CONTRACTOR CONTRACTOR ANTENNA llDUNTlNG PIPE ... BRACKET CONTRACTOR COIllRACTOR ANTENNA llDUNTlNG PIPE ... BRACKET CONTRACTOR CONTRACTOR ROOFTOP COAX ATTACHllENTS COIITR.'CTOR CONTRACTOR WAVEGUIDE BRIDGE (EOl'T TO 'IWIl) CONTRACTOR CONTRACTOR UNDERGROUND WORK CONTRACTOR CONIRACTOR COAX ATTACHllEI/lS (TOWER) CONTRACTOR COIIlRACTOR SITEWORK CONTRACTOR CONTRACTOR F!NCE CONTRACTOR CONTRACTOR POWER ["<'M'" '<"T ... llEIER BOX CONTRACTOR CONTRACTOR UNDERGROUND WORK CONTRACTOR CONTRACTOR llETER vnUlY unUlY SITEWORK CONTRACTOR CONTRACTOR POWER DISCONNECT ... llETER BOX CONTRACTOR CONTRACTOR llEIER lITIUTY vnUlY 3 I VICINITY MAP /AlPOZOI JllOO 17: LOCATION PRIOR LN<E. ~~ e~~' 7 ..,O....,.,fI:\lr:'\rY'C" ,.,..,.tQ ARROWHEAD ROAD PROJECT TEAM T-llOlllLE c/o 'IOlCESTREAll WlREU:SS CORP. 12&ZO SE. Jeth STREET 1lW..E'/UE. WA. &eoo8 ~n'C' """"not CITY or PRIOR lAKE JEFF IIATZKE (&5Z)-447-9814 4&4Il DAKOTA STREET SE PRIOR LN<E. llN 55372 .C;I.,~..."T~f":T~"r:1:'1J. UllDG ~GlNEERS 5Z01 EAST RIVER ROAD SUITE J08 lllNNEAPOUS, llN 554Z1 ZOll.ll6Z5 "1'''''I~(''t4I~...t.anTlC'1r,1'1(\lr,Il: T-IotOBlLE - lllNNEAPOlIS IlOOO WEST 781h STREET SUITE 400 EDINA. llN. 554J& ARCH. BlDG. C.B. C.L. ctG. CONe. CONST. CONTR. DET. 0lA. OWl. Dill. ON. 1lWG. EA. ELEC. El.. EQUIP. EXIST. FTll. GA. Gl>l.V. OND. H.ll. L.F. IlIL lllN. 1l1SC. N.T.s. D.C. PL. REQ'D. S.F. s.s. Sill. SPEcs. STD. STL. STRUCT. T.C. T.D.P. TYP. T.O.S. T/ B/ ARCHITECT BUIlDING CATCH IIASIN CENTER UNE CElUNG CONCRETE CONSTRUC'l1ON CONTRACTOR DETAIl ow.IEIER . -. l DlllENSION DOWN DRAWING EACH ElECTRICAl. ELEVATION EQUIPllEIIT EXISTING FOOnNG GAUGE Gl>l.VNfIZED GROUND HOlLOW llETAI.. UNEJL FIET llETAI.. lllNlllUll WOC''''II:''II ...~EOUS NOT TO SCALE ON CENTER PlATE REQUIRED SQlWlE FIET STAINLESS SlID. SlllllAR SPECIFICATIONS STANDAIlll SlID. STRUCTURAl.. TOP or CURB TOP or PAVING TYPICAL TOP or SlAB TOP or IlClTTOII or A AllPERE OR AllllEIER /oF CIRCUIT BREAKER AllP F1WoIE(RATING:: Iff Nj(NE F1NJSH FLOOR AlG Nj(NE GROUND AlS AllTOIlATlC TRANSrER SWITCH Ale AllPERE INTERRUPTING CN'N;rTY CB CIRCUIT BREAKER CKT CIRCUIT CIJ COPPER GEN GENERATOR Gf1 GROUND FAULT INlDlRUPIER JB JUNCT10N BOX KVA Kll/MlLT AllPERE(S) KW KlLl11VATT(S) II llEIER llTS IlANUAI.. TRANSf!R SWITCH NF NON-FUSED NJ.e. NOT IN CONTRACT PNl PNfB. PH PHASE PVC POLYVINYL CHLORIDE RCPT RECEPTAClE RGS RIGID Gl>l.VNfIZED STELl. sw SWITCH SYII SYIIllETRlCAL ra TaEPHONE XAlRTRANSFORllER TYP TYPICAl. U/G UNDERGROUND V VOLT W WATTS OR WIRE WP WEATHERPROOf' WHll WATTHOUR llEIER UNO UNLESS NOTED C1THERWISE A88REVIA TIONS I her.b)I CO<lIfy 1ha1 !hie plan opocIIIcatlon. or rwport woo prepom by 1M or und.. my dlroct __ and 1ha1 I am a d~ lJconoocl __ En9l- uneW tho knn aI tho S1ato aI _. . T. .Yo-)i~e.. NOTICE: THIS ORAWING HAS NOT II(IJj PIlBUSHEO NIl IS _ SOLE PROPERlY Of' T-IlOllI.E - IINNrAPOUS lIARKET NIl IS lDIT TO THE BORROWER FOR THEIR COHF1IlENTIAI.. USE OIU. NIl IN CC..~'~' 110N Of' THE lOoIN Of' TIIS 1lRAWING. _ BORROWER PROIoISES AND HlREES TO REIURN IT UPON REQUEST NIl AGRfES THAT IT WLI.. NOT BE REF""-."~ COPIED. lDIT OR 01ItERWIS[ lXSI'OSED or DIRECTLY OR lNDIRECILY. NOR USED FOR _ PURPOSE 0lHEIl 1lIAN WHIOi IT IS fURNSIEl. INSPECTOR DATE /3 /~-f (08 [if .EP'TE.S o ACCEPTED WIl o NOT ACCEPT~RRECT & RESUB These comments are for your information. All work shall be done in full compliance with alt applicable building & zoning code re- '~uirements induding items not specifically noted in this review. KEEP THIS PLAN SET ON SITE AT ALL TIMES. GENERAL NOTES MINNEAPOLIS MARKET - /tnU..I<..-- =..._ .....N OV.... 4311& DR fU LPOllllD - 1'D 0 JID 0 CUDIf _... - & I_CIWIOD.....-I'DO MOO llll/2Il/llll ...... - C'l1~~ TElO I:'III:"~"""I ,mlmt'C' TElO TI:"I~~ ,rnlm~ TElO -... _wr J. IIIQ.A _wr ..-owr Z I PROJECT DATA ~\N"T.~..: INT[RIOR lEASE SPAa:: EXTERIOR lEASE SPAa:: 15'. ZO' 04Dt'C'1 .0C't.. 2.81 ACRES _-p"^......,..'I'YDC'. R-I RESClDIIW. 11:1'"1' N:'C1"OIO'TV'W. PROPEl!IY LOCATED IN lliE CIlY or PRIOR LN<E. COUNTY or SCOTT. STATE or lllNNESOTA DESCRIBED /oS: .-u. THAT PIECE OR PARCEl. or LAND DESIGNATED I>S "PARK. ON PlAT or WIlLOW JRD AOOII1ON. PlAT DATED Z!28/I&n ... RECORDED ON 3/8/1&72. IN INSTRUllENT '101&1 BENCH ~ &8lI.7 FIET 1:1'(:,1<: ~ M"IAtNr- ...."I"I:r"C'C'I~IIt"V. ~II,I,'"=T "~'I' I r'V"''n~', lATITUDE: 44'-4Z'-IZ.21. lDNGIMlE: -&3"-Z8'-5O.21. ,~C":O'fH":C"I'I'\UCtC'q. 101 25-ll00J4-0 '"'"r:1l;t1:'W"C"' II"\CV'MCV"tTVYt,l. 101 11 Z&:lJZ7 lI:".c..t:.UI:'\"'~' SITE DIRECTIONS C'1'I"C'~q~. FROll THE lNTERSECT10N or HIGHWAYS 13 a: ZI IN PRIOR lAKE HEAD SOUTH 1.5 llllES TO 17DTH ST. SOUTHWEST ... IIAKE A RIGHT. CONTINUE .25 ilLES UNTIL YOU REACH ElJol AVEIlUE SOUTHWEST. lliE SITE LOCATION WILL BE ON YOUR IllIlEDIATE RIGHT. CAI..l 4ll HOURS BUllRE DIOOlNG GOPHER STATE ONE CALL lWIN cmES NIEA 851-454-000Z IIII'. TOlL f'REE l-eoo-25Z-1188 DRAWING INDEX AlPOZD1-Tl . . . . . PROJECT INFORllATION .lND GENERAL NOTES AlPOZ01-cl . . . . . SITE PIM AlPOZD1-CZ . . . . . ~lAAGED SITE PlAN AlPOZD1-AI . . . . . AHTEIINA INFORIlATlON NfD TOW[R ELEVATION AlPOZOI-SI . . . . . SEcnONS ... DETAIlS A1POZDI-s:! . . . . . SECTIONS ... DETAILS A1POZDI-EI . . . . . POWER ... GROUNDING ST.lNONlD DRAWINGS: ST.lNDARD - AIS (I) - STANllARO GEN Z ... GEN 3 EQl/IP\IENT CABINETS PlAN ... ELEVATION VIEWS ST.lNONlD - AZS (1) - STNfllARO PERCEll. EQUlPllENT CABINET PlAN ... ELE.VATION VIEWS STANDARD - AJS 1 - STNfllARO SITE lllPROVEllENT SPECIFICATIONS ST.lNDARD - MS 1 - FENCING SPECIFICATIONS STANONlD - ASS 1 - FENCING SPECIFICATIONS STNfDARD - E1S 1 - STNfllARO ELECTRICAl. SPECIFICATIONS ST.lNONlD - EZS 1 - STNfllARO ANTENNA ... COAX GROUNDING SPECIFICATIONS STNfDARD - E.:lS (1) - STNfllARO ANTENNA COAX INSTALlATION SPEClFlCAllONS -or .- -- '.' ".- ~--..-. ",,".,. -:-:00_,. , . GPl:GFlIltJllltlG f'llR WG le.JBE ST.lNONlD - N1S (1) - STANllARO EL!CTRICAL SPECFlCATIONS G~ERAL NOlES STANDARD - NZS (I) - STANllARO CONSTRlJCT1ON SPECFlCATIONS GENERAl.. NOTES SHEET 1 ST.lNDARD - NJS (1) - STNfllARO CONSTR\/CT1ON SPECFlCATIONS GENERAL NOTES SHEET Z ST.lNDARD - SIS (I) - STNfllARO EQUIPllENT PlATfORll FOUNDATION PlAN. SECTIONS. AND DETAILS STANllARO - SZS (1) - STNfllARO EQUlPllENT PlATfORll SPECIFICATIONS ST.lNDARD - SJS (1) - STNfllARO EQUlPllENT PlATfORlI EXTENSION. WAVEGUIDE BRIDGE SPECIFICATIONS Sl:VIB.'RIl GIG tll 6l'I'IB.'RIl ..,.,., ,,, ., :._ SPEllIRGAlllltl6 _ FlIll8l W:':.'. ~:...~ ~.- -. .-.., . -" 00 """'1llNIP Gl'GI__1t -." .. .....!-W.... ..~-_ ~ ST.lNllARO - SllS (I) - STNfllARO ANTENNA AND COAX CABLE INSTALlATION SPECIFICATIONS Sl:ullll'RIl IrI5 (1) ill:",g'RIl 'PI'PI_ !;QlMPllSR' 8\JlllUIG PI"1 '1EW _ ;:oI:.'I...olruft ..u:."~ DoUI OIl/Dl/OIl .." WILLOWS PARK (PRIOR LAKE) A1P0201 PROJECT INFO. & GENERAL NOTES .." 3600 170TH STREET SOUTHWEST PRIOR LAKE. MN 55372 I_WING _lOt A1P0201-T1 DoUI ~ NoToS. WDIlIL ~Tm - YO C MD C CADO ru: t<<1.1A1P02D1~ n a l I .. s ! l Ii ~ ~ I i i ';;;- ~ 7 I I -, ~ EXISI1NGJ GRASSY -. r:...NlEA D ~ -, -. -0 ~ -I -I - B -I -a -I fO ~ I I ~ A ... ..TI 5 . .. .~ ~ 1 ~ EXJS'I1NG WOOD I :0::':"".':' ~ ~-= . - POlE. (CONTRACTOR UGHTlNG) II EXISI1NG IWl. FElD il 1 1 I I I I 1 1 I I I ! ~. ~J C'ElD r EXIST1NGJ GRASSY r:...N/rA EXIST1NGJ GRASSY r:...NlEA T -MOBILE TO BURY EXISI1NG CMRHOO POWER UNE TO NEW 30'-0" TALL CORTI:N POU:~ 5 (J) o 0-~ - "" 1 I I I EXIST1NG TREE (TYP)\ _ I PROPOSlD T-IoIOB1LE 5'-00 0 : WIDE unurr EASDlENT ~ I S[E SHEET C2~ ~ _ 0 J-- ~;~~,-\._- :\t:-.T~_ ' '\ \ 1l4!.- :-. - \ _ ./ I I , , \ o I L! \ \ I . \ \ ,.. .-:- - Jll1 I - 'Ia! \ ,0 ~///l \ EXIST1NG PN/;) ~' __' \ r:...SHEllER .... _ \ - \ ~ _/ =- ,,\ \ /EXIST1NG TElCO PEDESTAL ~~ \ 0 \. q' ~ EXISTING TREE (TYP) w > <( ; :2 ---' W o 00 o o - I /'" \ --, - --L EXIS11N;;') BASKEl1lAll r:...COURT ~~-:o ~ o EXIS11NGJ GRASSY r:...NlEA EXISI1NG TREE (TYP) 170TH SITE PLAN SCALE: )(,'-1'-0' (0 22'I<34"j -- '::' ........ :'~ ':~I ':~I - ......____1 -1......----1 -L......____I MINNEAPOLIS MARKET - 0I/2111oB .. .. CIP IMITAU. mDDICl IIM__ I Mroby C<<tlIy 1ha1 1h1o plan opecIfk:atIan. ~ :: C"t~m ~ ':lyOl'U:"pL~; En9n- under tho ""'" 0/ tho Slcrlo of IoIIn_ ..11 01/01/08 ..11 1 1/01~ ISSUED FOR N'FRfNN.. 2 8/11~ ISSUED FOR CONSIRIJCI1ON 3 8/'IJ~ 100ED FENCE DEI,ljlS PER REQUEST BY CITY NCmCE: nus DRAWING tw; NOT BEEN PUIlUSHED IH:J IS THE SOLE PROPERlY Of T-IoIOIlIlL - lllNNEAPOUS IWlKET AND IS LENT TO THE BORROWER FOR THEIR CONf'I)[N'l1Al USE ONLY, At<<) IN ~T1OH OF THE LlWl Of THIS DRAWING. THE BORROWER PROIlISES AND NlREIS TO RE1IlRN IT UPON REQUEST IH:J NlREIS THAT IT WILl. NOT BE RD"'"""~, GOPIED. LENT OR OTHERWISE DISPOSED Of DIREl:ILY OR INDIREClI.Y. NOR USED FOR _ PURPOSE ClIMER THAN WIIQl IT IS fURNISHED. T. .~o-)i~e.. . _ L'v/;I.A..-- , A I ......... ..-s ..... - 'ID 0 ... 0 EXISI1NGJ r:...HOUSE EXlSTINGJ r:... HOUSE o STREET SW -.... -.. J, IIKlA -.. -- ~--- ~- ~,.~ -.. ..11 ........ ""110 "11 """'_... DR FU WOAtm - YO [] NO [] EXJS'IING J GRASSY r:...NlEA EXJS1loIG TREES EXISI1NGJ GRASSY r:...NlEA WILLOWS PARK (PRIOR LAKE) A 1 P0201 SITE PLAN sc.w: N.T.s. 3600 170TH STREET SOUTHWEST PRIOR LAKE. MN 55372 1__ NU-. A1P0201-C1 IIODCL W'DATID - 'I'D [] NO [] c.t.DD Fa[ MO.aA1P020LCO'$.DWQ n a i _ I .. s ! I~ ~ ~ I l ~ s .~ -, -, ~ . . C . . -, D ~ -0 ~ -. -. - B -. -a -. fO ~ i I A ... DO" 1 I/OlfrA 2 a{lIfrA 3 8/7JfrA e 7 + ~ 3 2 .~ I ~~~LE..,:s:;a.;~ -- -- -- -- --- --- .-- -- --. ~--- --- -- ~- ------------------------------ --------~ 1~~~ ': 1--------------------------- ------------'\ ~ I I EXJSI1NG TREE (FlELD \ VERIFY EXACT LOCAllON) I I I 2D' -0. - PROPOSED T -IIOBlLE lEASE AREA. \ I I I I.... 19'-0. - PROPOSED T-MOBILE SCREENWAU. O.C. . J _ _ _ _ _ _ _ _ \ Ai I q-:- - _/:=:::::.. - ......:...... ~ - - ~ \ I : _ ':J I . 7 :.....- ~ '- ..-r- ~ ~ \.:::::::;Y ~ ~ '""""'!. \ TO EXJSI1NG mco PEDESTAL. COORDINATE I I I I \ PROPER ROUllNG ./lJJCIL unum:s. (SEI: L - i - - - I- - - - - - - - - - - - - - - - - - - - l [ \ SHEEr CI F'OR EXACT LOCAllON Of' PEDESTAl,) I I . I - I [ ....-----------------l I I \\ I C. I 1/ to HtOBlLE~ II [ \ . V CD EOUtPllDIT I - ..J I~ .I /CABlNETS I I PROPOSED I'-S.' CONCRETE / '" I SOHOTUBE ./VERTlCAL 1 \ . S',.e. 12' lREATED POST 0 L - -c( - - ../ I c.l I I [ ~ S'-()! O.C. UNlESS OTHERWISE @ \ I :J I' d -' I / HOTED. (rIP. AU. LOCATIONS) \ COIlIRACTOR IS TO INSTAU. A SECOND WETER / ~~ .-J G r \ ./DISCONNECT It nWER ON PROPOSED : T -lIOIllLE H-FRAll[ F'OR IIAU. DIAMOND ( ~ a.! ULlRA ULlRA ULlRA >- .J I - . \ UGHTIHG ill '- I ~ SITE SITE SITE PURCELL ( 1 PROPOSED T-lIOBlLE H-FRAlIE F'OR HOfl'\IAN !il: " _ --- \ ~ ENClOSURE (PROYIOED BY CONTRAClOR) I W I {i _ - 3"-S',t. \ I ~ - 'f ...- -- UNI-SIRtJT I \ w.... - FRAlIE TO I ~ - ~~ ~ \ ~ nn _- ,CCWCCAlllES.'- I rT,urT' - ' .... ~ I I I 1111...''''''' \ 00 [ 9 \ F.I I .. -]" \ . " _ / \ u ~ . I II I \ ~ I - I - - l..J I II I u[ , T-lIClBLE 2 I II I \ J T-lIOElILE ESll WAVEGUIDE ffi I II I ~ \ o 4 GPS AHIDlNA BRIDGE ~ I I I I ;:, ....l I I II 1!1 \ - t'-- _ ~ _ _ ~~ II~ \ / I !! ! ~/ = ,/' 'C/l-~ ~ ~ - - \ ,- . - I' - \ ,//~. [I W I] \ /, \" I [ EXIS11NG 8ITVWIHOUSJ \ "- PROPOSED I I I rPARlQNG lDT \ ACa:sS GATE [ ~ ! I '-- \ ) I ,I [ \ . I' II . . \ ..-..... ,'-r /.. . .. (2) T-WOBILE 12.' GOlDFl.O HIGH DENSITY POLYETHYLENE J- . if='" , II I ~y -- P\AST1C PIPE:s FOR CCWC CABLES (UN-~....,-..MD) \ . I 9'-S. "'\,' 7'" I --rr. ~ \ " I II I . , :! v: ./ ...- PROPOSED T-WOIllLE AHIDlNA 0 311 \ \ II II . 15 ~~ ~5 ,5 J~ "'0 :a ~ ---@ II 25' -O.,t TO EXISTING SIllEET EXISI1HGJ GRASSY C. AAEA / EXISI1NGJ CflI>SS( C. AAEA a i I ... s ! ;. EB T-WOOl!: IS'l!22',.e-llilCK REINFORCED) CONCRETE SlAB w/#4 0 12"O.C. EACH WAY AND S. Of' COlIPACTED S11I1JCTURAL BACl<FlLl. (BENEATH) / EXISTING TREE (FlELD VERIFY EXACT LOCATION) CONTRACTOR TO IoIAKE Rf:N/'( FOR UlITS INSTAllAllON PER SHEEr E1 IHCLlJDtNG (2) I.' CONOUOS ROUTED FROW lliE NODE B LOCAllON TO THE CONDUIT ENTRY. SIDE Of' PURCElL HOOE B TO BE INSTAUID ON ICE BRIDGE POST /oS SHOWN. DlSTANCf: HOT TO EXCEED 12'-(). FROW FEEDUNE TERlIINAllON. (FlELD VERIFY / EXACT LOCAllON PRIOR TO INSTAllATION) (REFmENCE SHEEr El F'OR WORE INFORIolAllON) NEW S'.l~' CONCRETE PNl TO / BE lNSTAUID BY T -lIOElILE PROPOSED e' -()" TAU. SCREENWAU. INSTALLEll BY T-WOBILE TO ~E EXIS11NG SCREENWAlL COIlIRACTOR TO WATCH NEW SCREENWAU. TO EXISTING SCREEHWAU. PRIOR TO IHSTAllAllON. PROPOSED T -WOBU: AHIDlNA 0 270' -........ PROPOSED T-lIOBILE ANTENNA 0 150' EXlST1HGJ GRASSY C. MfA dE' s~ ///// -~.~.=.~~~J CORroI lIOIKlPOLE ./FWSH lIOUlflm ANTENNAS TO REPLtoCE EXIS11NG WOOD POLE. PROPOSED SECURITY LIGHT HOT SHOWN FOR a.AAlTY ENLARGED SITE PLAN SCALEI W-1'-o' (I 2~lC34" .........- =- .vNOYID I .. -:~I ':~I ':~I - -------I - ----I - ----I MINNEAPOLIS MARKET -... WILLOWS PARK (PRIOR LAKE) ~ ..,., A1P0201 ~ 08/01/08 ENLARGED SITE PLAN ! .... ..,., 3600 170TH STREET SOUTHWEST S PRIOR lAKE, MN 55372 ..,., SCAU: 1-- ~ I~. ~ u.s. A 1 P0201-C2 "' OP INSTALL ~ OM..... I hoAby cortIfy that thltl piGn .poclflcatIon. Of' ropor1 woo pI'OIICIrwd by "'" Of' under my dlrwct ouporvlolon and that I am a duly ~ Prof_lanai Engln_ under the _ of the S1a1o of Wlnnooata. -" J. WIKLA ......." NOTICE: THIS DRAWING HAS HOT BEEN PUIll.ISHED _ IS THE SOLE PROPe!lY Of' T -lIOIlLE - WINNEAPOlIS lWlKET ANa IS LDfT TO THE BORROWER FOR lliElR CONF1llOfI1AL USE ONLY, _ IN CONSIlERAT1ON Of' THE UWI Of' THIS DRAWING, THE BORROWER PROlI1SES AND AGIlEES TO RElIJRH IT UPON REQUEST _ oIoGREES THAT IT WLL HOT BE REPROOUCED. COPIED. LDfT OR OTHERWISE -~"..... Of' DtRECII.Y OR IHOIRECTLY. NOR USED FOR _ PURPOSE CIIHER THAN WIICH IT IS FURIISHED. ISSUED FOR 1I'Pfl(NN. ISSUED F'OR CONSTRUCI1OH NlOED FUlCE DETAILS PER REQUEST BY aTY T. .Yo--)i~e.. . L'oItI-. /r...-- ",",w PNW.... fKIqI r:v co"..~ - --.0" llll/211/llll ...,',0 - ........- - a.ar IIfWItIL .. I - ....-. ..... - I'D 0 ... 0 YClDIL WDAlID - YIS C NO 0 CADD FI.I NO.1 A 1 P0201...ats.DWD owe ru: W'QA,1ID - 10 C NO C -= -: o ~ .... -0 ~ -0 : ~ C : ~ - ~ ~ '" -0 ,!. ~ ~ , ~ 0\1 ~ ~ z 0 '" El ~ ~ "- ... 0 g -. . . 0 I -. ~ ~ 0 I -. b N -I -. _0 - - - = ~ fO ~ I I .. Ill" -- 8/O1~ 2 8/1I~ 3 8/'1J~ ISSUED FOR 1V'f'RfNN.. ISSUED FOR CONSJRUCl1ON 1DDED fINC[ DEfNlS PER REQUEST BY CIlY 7 5 NOTE: CllHTR.'CTCR TO FIELD 'IDlIFY ANmIN4 IIOUNT SPEClFlCATlONS FOR TOWER COMPA11llIUlY. 1 / PROI'OSDl T-IIOBIIL ANmIN4 0 150" -[7i'r .. t( ~ PROPOSED T-MOBU: NmMlA 0 3CT . 4 NlTENHA AND -" .... CAIllE REQUlRDIEHIS II NlTENHA CQIXIft.CIIl.E -- NO. lYPE Ir:,,::,::~ CONNECTlON lDG1It' IlIA.. COLOR CODE RI 75' 7/8' RED R3 75' 7/8. l1llPlE RED AI naxx-a517-R2Y 3CT rr R4 75' 7/8' QUAD RED R2 75' 7/8' DOUBIL RED YI 75' 7/8' 'l'EllOW YJ 75' 7/8' l1llPlE YEI..LOW BI NZXX-a517-R2W 150" rr Y4 75' 7/8. QUAD YEI..LOW Y2 75' 7/8" DOUBIL YEI..LOW BI 75' 7/8' BlUE B3 75' 7/8' l1llPlE BLUE CI naxx-a517-R2W 27rr rr B4 75' 7/8' QUAD IlUlE B2 75' 7/8' DOUlll.E BUJE , FOR WORE INfDR\lATION REFER TO STANDNlD DRAWING E5S. NO. LNA REQUIREMENTS lYPE SECTOR (tmm) ElWIlIOVS12UB GSIl LHA/IIIA 3CT ElW2DDVS12UB GSIl LHA/IIIA 3CT ElWll1OVSl2UB GSIl LHA/IIIA 150" ElW2DDVSI2UB GSIl LHA/IIIA 150" ElWll1OVSl2UB GSIl LHA/IIIA 27(1 ElW2DDVSI2UB GSIl LHA/IIIA 27rr 3 '-~ (M>) HIOBIlE '""\ ~HA027rr L PROPOSED 45'-0. TALL lllRECT DlBEDllEIfT ./ CORTEN WONOPOLE _/FUJSH IlOUNTED NlTENNAS /'" TO REPl.'CE EXlSTlNG WOOD POlE. PROPOSED 175 WATT WErN.. HAlJDE SECURITY UGH!. / CONTRACTDR TD VERIFY PROPER UGHT smC1lDN '" PREFTERED HEIGIIT _/arr Of PRIOR weE PRIOR TO lNSTAllA11ON. PROPOSED 45'-D" TALL lllRECT ElIBEDWEIfT CDRTEN UONOPOlE _/FlUSH IIOUNTED NlTENNAS TO REPlN:E EXISTING WOOD POLE. T-IoIOBILE E911 GPS AIIIDlNA T-llOBILE WAVEGUIDE BRIDGE@ T -lID8IlL EQUIPIlEIfT CABINETS @ ~ r PROPOSED 8' -D' TALL SCREENWAU. 1NSTAlilD BY / T -lIOBILE TO REPlJoCE EXISTING SCREEHWAl.L CONTRACTOR TO \lATCH NEW SCREENWAU. TO EXIST1NG SCREENWAlL PRIOR TO INSTAllATION. REFUlENCE SHEET S2 FOR MORE INF"ORMATION. \ ~ " /1 T-IlOBlIL 15'><22'><8. THICK REINFORCED CONCRETE SWI ~ r _/14 0 I2'D.C. EACH WAY NoID s' OF COIoIPACrnl . ST1lIJC1URAl BACKfIll. (BENEATH) [PURCEll I I I I \ \ ;' / ,,~,,'e-.>.1 \ \ ~ / / \.EXIST1NG GRADE , '-------- ------' / '-----------\:'''''~ ,n ~ _ ~ ~~ PlASTIC PIPES FOR COAX CABLES (UNDERGROUND) ~",,:,.~~;,.i.-';~'\!~_" ,.' NOTE: PROI'OSDl CEDAA FENCING SONOTUBES NOTE SHOWN FOR ClAAITY. SEE SHEET 52 FOR MORE INFOR\lATION. EAST ELEVATION SCN.L: "".1'-0" (0 22"xJ4") :: ........ -:~ ~~ :~ - ---- -1---- -1____ . .. IMSTALL mDIMCt IIM__ '" . T. .Yo-)i~e.. MINNEAPOLIS MARKET A\. \.J PROI'OSDl T-llOBILE NlTENHA 0 150" ANTENNA LAYOUT SCN.L: 1-.1'-0- (0 22"lC34l NC1I1Cl; THIS DRAWING HAS NOT BaN PUIlUSHED I>KJ IS THE SOLE PROP[R1Y Of' T-lIOllU: - llIlNEAPOUS \IARICET NolO IS lENT TO THE BORROWER FOR THElR CONF1llDmII. USE ONLY. I>KJ IN CONSIDERATION Of' THE UlAN OF THIS DRAWING. THE IlORROWEIl PROMISES NlD AGREES TO REl\JRN IT UPON REQUEST I>KJ AGREES THAT IT Wl.I. NOT BE REI'ROOUCED. COPIED. lENT OR OTHERWISE .-....... OF DIRECll.Y OR INDlREClI.Y. NOR USEIl FOR Nt( PLOlPOSE arHER nwl WHIOi IT IS F\JRhISHEIl. -...:rOG. I horoby c.nffy that thlo plan opocIflcotIon, or ..port :: C"t":m t;, ':11 oru:::. ~:~~= undo< the Icrn 01 tho Stato 01 IoInn_. -.. J. IoIKLA -.. - /tN-..L-- -.. -- -- IlOIlU'/ EVANS - 08/211/08 CUDIT _... 4311G ... ... A 1............-...... - '/DO "'0 IJIIQ fU l.PDAlDJ - 1'D C NO 0 E911 ANTENNA REQUIREMENTS ANmIHA IXIIXW. CIIl.E NO. lYPE C:l LD<<mt' DI\. COLOR CODE GPS Lt (5B5J2A) - 20' 1/4. ~ 1. NlTENHA CABLE LENGTHS HAVE BEDI DEmlIolNED BASED ON THESE PlANS. CABLE lDlGTHS USTm ARE APPROXIllATE AND ARE NOT INTENDED TO BE USED FOR FABRICATION. OUE TO FIELD CONDmONS ACTIJAl. NlTENHA CASU: lENGTHS REQUIRED \lAY VNrf FROM lDlGTHS TABULATED. 2. ALL NmNNA/COAX CABLES TO BE COLOR COOED AT THREE (3) LOCA11ONS USING 1/2' WIDE P,/C mCTRICAl. TAPE. A. TOP OF TOWER (ANmIN4 LEVEl) B. BASt OF TOWER C. AT B'IS CABINET CONNECTlON POUlT 3. NlTENNA/COAX CABLES SHALL urun: GROUNO KITS GROUNDED AT THREE (3) POINTS OF TOWER /oS ~ A. TOP OF TOWER (AIlTENN4 LEVEl) ONE END IlECHANICAl.LY CONNECTED TO TOWER. B. BllTTOIl Of' TOWER. ONE END WECHANICAl.LY CONNECTED TO GROUND BAR. C. AT B'IS CABINET CONNECTlON POINT. 4. NlTENNAS FOR EACH SECTOR SHALL BE SPACED AT NOT l1SS THAN 10'''{).1>PNIT. 5. NlTENHA SECTORS SHALl. BE IlEASlJRED WITH ~ NORIll /oS SHOWN ON THE SITE PlAN. loIAGNET1C NORTH IS 2.5" EAST OF TRUE NORTH. NOTE: ALL T -lIOBlLE COAX CABLES SHAlL BE AVA COAX CABLES. NOTES: I. COIII'RICTOR SHAlL SET ALL T-_LE ANTENNAS TO ZERO DEGREES EI.LClRICN.. DOWIlTILT AT TIME Of' INSTAllATION. 2. T -llOBIlL RF ENGINEERS Will. THEN SET PROPER 11.T AT SITE TURN-UP. .... 08/01/Dll .... WILLOWS PARK (PRIOR LAKE) A1P0201 ANTENNA INFO. & TOWER ELEVATION .... 3600 170TH STREET SOUTHWEST PRIOR LAKE, loiN 55372 I DRAW*O NU..... A1P0201-A1 .." SCAU: NoT.s. MODI1 ..-oATID - 'tD 0 NO 0 CADD ru NO.sA1P0201JD'S.aMiI I~ a t I .. S ! ~ ~ I ! i S ~ s -, : C - : -0 -0 ~ -B -B - B - -B -I -B _0 - ~o ~ I ~ 8 f'A'\ 'v' D 2. CONOUT TO BUP mNlNAl. (STUB-UP 2. I>1!I:NE GRADE INSIDE BlIP mNtNAL) 2. CONOUT TO PURCEll. CABINET N w/ (2) 12 PAIRS FOR TEJ..C(' ~ ~ 9 [P..~ [po .-0000!1 EX1S11NG GRADE \ '/1' . I / /- '\/ /"'''<1 I. 1 ~ "II ","">'\. "'/I 1.1 II /)')- /'v JJ>I III I /,/ /('<1 ~ Ii. ILJ """,".. "'/. I I II .1.. ~ I t> I I. 1:'.1 I' I I I 1.11.1 I t> I I. I I I It> . J . .I' I LJ 1 . I ~~'_J -. A .. ..n: -- 1 I/Dl/lll 2 8/I1/ll1 3 8/'B/llI fPC;C;ooc ISSUED FOR N'f'RfNA!. ISSUED FOR CONSIIlIJCl1ON .IIlDED FENCE DETAILS PER REQUEST BY CITY 7 HOFfllAN mco CABINET (PRCMDED BY CONTRAClOR) 3S.ll38.,12" NDIA 3R HINGED COYER ENClOSURE PNrr #A38R3812HCR / I NO'TE: CONTRAClOR WILL BE REQU~ TO INSTALL A *. TREATED Pl\'WOOll ilI.cKER IlOARll ON THE INSIDE Of' lHlS tNcLosURE. I I I / I 00' o I ~~.~!l~~ IIfNTED TO PL\'WOOll RCMllfIl BY AND I ~ BY QWES1) 5 1 , 0 0 0 0 0 0 0 0 0 0 0 0 0 ~~ _ ~ ~ M ALL w/ CONCRETE ~ooooocoooooooc6~ :) 0 0 0 C) 0 0 0 0 0 0 0 0 0 0 0 ~I *"10.,38. lRrATED PlYWOOO / BACKER BOARD IlOUNTED TO UNISTRllT. BUP TERIlINAl. TO BE IIOUNTED TO PlYWOOO BACKER BONlD. (PRCMllfIl BY CONTIlACTOR) ! i >000000000000000", - 1FI -II - N J 00' o I - -tl- t- . l\~>> ) ,'='/ BOTTOII Of' BUP mNlNAl. 1--4 - I I I I I I Lei r-:f' :l: :i N - 2' CONOUIT FROII mco PEDESTAL TO &UP mNlNAl. (STUB-UP 2' I>1!I:NE GRADE). CONTRAClOR IS REQUIRED TO INSTALL (1) 50 PAIR mco CABLE OR (2) 25 PAIR m.co CABLES. {1\ H-FRAME DETAIL V SCALE: 1Ji-.l'-o- (0 22',34"5 ~---I" ~I ~~I ':~I -~ -~ -1____1 ... CP INSTMJ. m1IDC[" 1 ., 14. H-FlWIE PIPE, lYP. (4" IlIN. lM., SCH. 40 GALVANIZED PIPE) UNISTRllT. lYP. FOUNo.o.T1ON, lYP. + 4 14' CONCREIE FOUNo.o.llON (lYP) H-F1W.tE PIPE (lYP.) (4. litH. OlAIIElIR SCH. 40 GALVANIZED PIPE) ___-,L~-~_~.) HOffiIAN m.co CABINET ./ .A\.. (PRCMDED BY CONTIlACTOR) -./ ~ S 1 30..30..12. NDIA 3R HINGED COYER ~ ENCLOSURE PNrrl A38R3012HCR o I ~ } / O. lHlCK RElNFORCED CONCREIE SlAB w/I4 0 J 12' E.W. ... S. S1R\JCTUIW. BN::KF1LL (BENrAlH) f2\ \.J . T. .Yo-)i~e.. I . 1I.t>~/~~/", ~ I. '1.1 .t//////~ It> I I', K/~"" I. .: 11.1 ~>/>V" t . ~ /, I I I. I - It> I' I. '. I I. ',I -I. .1 1 ~ r r I' I. . It> I I 'I I ~ .. I I.- I. 11., I' I I,.' I I' I' , I. I I' .L.J. :1 t> . II. ~__..b..J NCma:: THIS DRAWING HAS NOT BEEN PUBUSHEO NIl) IS THE sou: P!lOPER'IY Of' T -IIOIlU: - lIINNEN'OUS lWlKET AND IS l.EN1' TO tHE IlORROWER FOR THDR CONFlXNT'ioIL. USE ONLY. NIl) IN ...... 'C"I""'C"i'" l10N Of lHE UWl Of' THIS DRAWING. THE IlORROWER PROIIISES AND AGREES TO RETURN IT UPON REQUEST NIl) AGREES lHAT IT Wl.L NOT BE REPROllUCEO. COPIED, l.EN1' OR OTHERWISE ------ OF DIRECTLY OR INOIRECTLY. NOR USED FOR Nfl PURPOSE 0'lI0 nWl WIICH IT IS FURHISHEll. MINNEAPOLIS MARKET ... SECTION sc..u:: lj. - 1'-0. (0 22'134') 4" MIN. 4" MIN. ;-, -;,> '-- ~ 22'-0. NOTES: I. COIITRACTOR TO REPlACE EXCAVATED SOIL WITH COIIP.o.c'Im CLASS 5 BACKflLL 2. A IIINIIlUII OF 4. IIUST BE lWNTAlNED BETWEEN lHE PYC PIPE NIO lHE SlOES Of' lHE lRENCHES. 3. COtl1'RACTOR TO DRIlL 2.' HOLES IN BOTTOII twF Of' PYC PIPES AT 4'-0. INCROlENTS FOR WAlER llRAINoAGE. 4. COtl1'RACTOR TO INSTALL S' -0' GROUNO RODS IN ENTIRE lD<<lTH Of' TRENCH FOR PVC PIPE AND IIUST CONNECT. lHlS GROUND AElD TO lHE GROUND AElD AROUND T -1I08lLE'S EQUlPIIENT PlATRlRII. 5. COtl1'RACTOR TO RETURN pRBEO AREAS TO ORIGINAL CONOtTION. /3\.. SECTION \fV SCALE: 1-.1'-0- (0 22-134-) ..".,- T -1I0BlLL "" CABINETS EQUPIIENT . /7' ~..... -~ '- \ ...... \ " - 14 0 12. O.c. (lYP.) CONCRETE SLAB 1/4.01'-0' CO 22'134') -.... I hontby cortJty that Ihlo plan 'pecIfIcaIJan, Of' ~ WOI prepared by me or und.. my direct IUP<<ViaIon and that I am a duly U_ Prol_al Envlnew under the Ian of the state of Wlnneeota. WILLOWS PARK (PRIOR LAKE) A1P0201 SECTIONS & DETAILS -... J. lIlKlA -... ..11 011/01/08 ..11 - L'cItI.L-- -... -- .......... q.nr:III rv ~,~ ..11 3600 170m STREET SOUTHWEST PRIOR lAKE, MN 55372 ,__ MUYKa A1P0201-S1 - 0II/2111oll ..11 SCALE N.T.s. 431,a ....- - CUDf1' 1IfWNN. I .......... COWMS ..... - n:s 0 "" 0 OWQ f'I.I: I.PDATID - YO 0 tI) C YDDIL W'DATI:D - 'I'ES C NO C CADO fI.L MOoI"1P02D1JD'S.DWC II ,.., ! :i ::ij , o I in ~ a f I o .1 ... S ! I~ ~ ~ II il S e ~ 8 ..., -I '0 , io ~ - . ~. <I . .}.. . . co T-IlOBlLE eo)' <I. , THICK REINFORCED CONCRETE SWl ~ -I -I - I -I -a -I 7 e".e" '!REAlm POST . /e'-o. \lAX. SPACIlG - / " TREAlm 2xe "DOlL. TOP, '" IIOTltlll I( /SPANNING IIElWEEN e.xe. ~ ~..g', :X: -, ~ ? ;., , ~be BlOCKS FOR _, ~ ' (TYP. TOP. "'Dlll.E, HORIZONTAl. SUPPORT , \I.: . '" sarro..) ,/\' . _ I 1..0- 'TREATED , ' ~OPPOSIIE SlO[S ~ SlATS sr ",.,.."... ~ SHED' FOR IlORE IN~~~~ B 11lIS ? ;., o ~ x: L-. ,,- ~ . !:.. I I"'~ I 1 4"1 1"'1 4<1 I~'I I: 1 I ..1 I' 1 ~ 1.'1 (.41 tJI:'~ I. ~.I I.' 1 I' 1 t': 1 1 '. . I f 1 ,'-e', SONOlllBE r ..tJ' I I .' .~. <I. 1 I." ..~..I L' ....-' --1 -;:-~ ! /-- ? .. - r1\ DETAIL \..J SCAlE: '"."-0" (. 22-><34-) ~. ~ i I A lEV DOli -- , I/Ol~ 2 8/11~ 3 8/7J~ ISSUED FOR N'PRCNN.. ISSUED FOR CONSTRUG11ON 100ED rn<<:E ocr"LS PER RtQUEST B\' CITY ':' ........... -:~ ':~ -:~ - ------ - ----- - ------ OP INSTALL I M:J'DIMCE . or no :I .. Hare PROPOSED F[NC[ IS TO BE PAINTED TO MATCH COlOR OF ElOsnNG FENCE. COLOR TO BE VERlF1ED '" APPROVED BY THE CflY. , L:;~g~~TS lRtAlm be "DOlL. TOP. '" sarrolol SPANNING BETWEEN, e"xe" 'tmOC.'LS ~ ~' ~= = = I I \. H2.-'" ==== ~ \..J SECTION . T. .~o-)i~e.. MINNEAPOLIS MARKET .a. ,'.,'-0' (. 22"1l341 NCJT1CE: THIS OAAWING HAS NOT BED< PlJElUSHED AI<<> IS THE SOlE PROPERlY OF T-llOIlU: - llINNEN'OUS llARl<ET ANa IS LENT TO THE IIORROWER f'Oft THEIR CONFJ:lEIIIW. USE ONLY, AI<<> IN ... ~'''''AT1ON OF THE LIlAH Of THIS ORAWING. THE BORROWER PROlltsES ANa AGREES TO RElURN II' UPON RrllUEST AI<<> AGREES THAT IT WIll. NOT BE REP".......,.. COPIED. LENT OIl OTHERWISE DISPOSED Of OIRECII.Y OR INDlRECI1.Y. NOR USED FOR _ PURPOSE 0lMER TIWl WIICH IT IS r"...."C"'.,... v II I e'-o. ..., 2.-'. '!REAlm be "DOlL. TOP, '" BOTTON /'" SPANNING BElWUN e".e. VER'I1CAI.S /' ./ - o I io ~~ TED POST. e".e. TREA ACING e'-a. llAX, ~E NOltD UNLESS lmi ~ o. ...... ...... N ~ , I '0"'" r..-,----~- ..' .- . -' .. ,~. I . I " _' :' '. '. '1' I,..,.::"'"'" I .~ I .;.' ;.. '. .:4'1 . '." . j' g:;:EDSlO:. 1.1 I -'j L J II' L I 14" 1 THlc/iiWBlLE e' ~.) I.. I l., . COHC~F'ORCED I . 1 I ~I I' ~ '" ,'I II (I II II ,f'''L :41 I.:~ 1'.1 I .J. I .--"-e' ---t ), I';' "..V- .~,....---- ,'''1 f- 'I . .. .'. I '.. :L .J .: _" -'" -'-CJ I I 1'-e" ,~ I' " ,4' ~ ~ 1 .j... L'" ; " j _ ...J . ,'-e' J s ! ,of. i. · I. .1 o I' I . { .... ~ 1.'1 a i I ... A\. \J SECTION SCAlE: 1" . "-0" (D 22-x.l41 e..e. TRfAlm POST . e' -0. MAX. SPACING -... ~ ~ I honlby certlfy that lhlo plan .pecfficatlon, or roport =: r.:rr':m ~ :tt oru: 7r:.=na-r= .-c If undw the Iowa of the state 01 Minneeota. J. tr.IKLA WILLOWS PARK (PRIOR LAKE) A1P0201 SECTIONS & DETAILS Ii ~i .... 06/01/08 -Of .... _ /eU,1<-- / . _.. -- .... 3600 170TH STREET SOUTHWEST PRIOR lAKE, I.4N 55372 1*_ NUllKIt A 1 P0201-S2 I~ R<>IlIiV EV~ _Of - oe/2ll/llIl .... sc.w: HoT.s. ...."tg ... ON _ - aJDrT",.",. I -.... ......... ..... - ... 0 ... 0 DWQ FU ...-oA1ID - YES [] NO [] wooo. WDATID - l'EI [] NO [] c.tDO ru: MO.aA1P020LCD'S.OWO / / -t -0 ~ -t . C -0 . -0 -0 s. -I -I - B -I -I -I ~o ~ i I 8 NEW UTIUTY SERVICE ONE - UNE DIAGRAM STANDARD (240V) o FROW EXIS'llNG (3) 3/0 AWG IN 2. P'Y'C CONDUIT IlWlW _ GRADE OR CONDUCTORS AND CONDUIT PER llT1U1Y REQUIREWEHTS F=~9r~ (3) 3/0 AWG COPPER CONDUCTORS 20M, 24(7,' DISCONNECT SWl1'CH - (3) 3/0 AWG COPPER CONDUCTORS PIlRCEl..l. (3) 18 AWG ULTRA SITE WIRING DIAGRAM . FROIl EXIST1IIG . ~H - 3/0 AWG llElDl ~OM, 24(7,' SOCI<!:T ETER SOCKET 3/0 AWO ~ ~ GROUND PER NEC AND l.OCAL REQUIREWEHTS sr { 20M, 24(7,' DISCONNECT SWITCH ~ 3/0 AWG ~H N HI TO !:NO. ROO ---jJ PIlRCEll. !:NO. : I I , > 0 0 H H t I I GND.BUS! I I L.., JGEN. RECPT. 3/4' SEN..llTE W/ 318 AWG ULTRA SITE F\ln~~' 1. CONTRACTOR TO COQRD....lE AND \'ERlFY ll11U1Y POWER REQUIREllEHTS WITH ll11U1Y PRIOR TO Nf( CONSTRUCTION WORK. SEE DRAWING T1 FOR ll11UlY AND m.co INFORIIAnON. 2. Al1. EQUIPIlENT AND .....TEllW. FURNISHED AND INST~ BY CONTRACTOR. UNLESS NOTED OTHERWISE. A .... DAn IlVISJON ~ 1 I/Ol/!'. ISSUED FOR N'PRfNN.. 2 BIn/!'. ISSIJED FOR CONSTRIJCl1ON 3 8/'1J/!'. ADDED f'ENCE OETIlLS PER REQUEST Il'l' CITY 7 :: ~ .. -:_~ ':~I ':~I -~I -~I - ....---1 8 ~ NOT>:S, 1. SEE AHmlNA COAX GROUNDING SYS1EIl DETAIl. (1YPE 2) ON SlANlloIRO-E2S. 2. CONNECT COAX GROUND I<J1S TO \lASTER GROUND BUS AT B/'l'OWER. - 3. CONNECT COAX GROUND I<J1S TO GROUND BUS AT T/IOWER. 4. CONNECT uu. GROUND TO GROUND BUS AT T/IOWER. S. Al1. GROUNDING CONNECT1ONS TO BE IIADE USING EXOTHERlolIC WElD PROCESS UNLESS OTHERWISE APPRD\IED BY DESIGNER. 8. fOR GROUNIllHG OF EQU1P101ENT SUPPORT srm.. ICE BRlOGE/CANOPl' AND WAvml/IDE BRIDGE, SEE APPl.Jc.IIllE PORTION Of DETAIL TYPE 2. SlANllARIl OWG. E2S. 7. El.ECIRlCN.. <:DI(I'IW;TOR TO PIlu. BONDiNG JUIlPER 0 UIC. ONLY IF DISCONNECT GROUND IS nED TO GROUND FIElD INSTt'All OF SEPERAlE GROUND ROD. < no ClP IIITAU. IEFDIDICC DItA'ftIDI 5 2 + \- II I I---------------------------------------~ I r-~~-~---------------------------------\ I I CND !WI (TYP) ~ @J:I ~ : , -~--- ----- I ------------~ I I - I I ~ .' I I p- - - ~ - .-:- ~ - - ~ : : : -~ ~'~ ~ ~ ~ - - '::7 - - ~ ( i I I L -----t------------------.--l [ I I I - [,.....------------------l I ] I I I [ ~/ II [ I I L - -q - - /1" I ] I L-_-c( -T' -/ ] : I [ ,I :J [ -..JI ~ + ~ ~ ~ ~ ~ ~_.:~ G ( + I ] __ - [I 4/0 AWG INSULATED TO ~ [ ....- I ICE BRIDGE POST (TYP.) _ - ] - Inn - ~ rTl~.rTl - I " I · ",........,... ...-k.l 00 [ I [ ~ ~...-o __-, I II I] I I -!l"--,./" --- V'I' I J[ I / . ..........~ __- I II I [ ,. - - I /I I ~ ./.......... ___--- I II I I I ::---- -- I II I fl I '" ----- ---. -::::::::- ~ - - ~......L 11...--.1 I ____-,........- __ I 0" I I fi ~ ;.--- ~ --v \.- /1 - ~ -----.. --r- ~........:...:. ~ I ~ - _- '---"' '---"' I II I r~ -r- ---,-,-- ; ii i i I , \ __-- j 1 II I] I ~ \ --- b I II I ~ \ _-~ I II I ---\-------- j------{-tt-Ti-- r\ I 11 I ] , I II I . I 11 I [ I Q-) . I II I I . II . I / 1- . G- T ~hj/I '" I II I /' '""" i Ii i / , I II I /' """, {if ~ \ ~/i?: !:NO BAR 0 I T/'TOWER -.......... \ LJIII>.V' ~~. O ~ ""- -' '-":/ I ~-- GND !WI 2---- o B/TOWER 4/0 INSULATED OOWNIiAIl (I>BCNE GRADE) ~ t I . S ! GND !WI ffi (TYP) ~ ~ , . POWER AND GROUNDING PLAN SCAli: )i'.I'-D' (0 22'JC341 NllI1re THIS DRAWING HAS NOT BEEN PIlIlUSHED NIIl IS THE sou: PROPERN OF T-llOIlLE - IotlNNrAPOUS _ET NIIl IS LENT TO THE BORROWER FOR THEIR COHF1OENllN.. USE OILY, NIIl IN CONSIDERA11ON Of' THE LOoIN Of' THIS DRAWING. THE BORROWER PROIlISES AND AGREES TO REl\JRN IT UPON REQUEST AND AGREES THAT IT wu. NOT BE REF"--"~. COPIED. LENT OR llTHERWISE DISPOSEIl OF D1REC1LY OR INDIRECTlY. NOR USED FOR _ PURPOSE llTHER lHAH WHIQi IT IS FURNISHED. -... ~ WILLOWS PARK (PRIOR LAKE) -II' om A1P0201 ~ J. IoIKUo 01/01/01 POWER & GROUNDING PLAN -II' ..11 I ! -II' ..11 3600 170TH STREET SOUTHWEST I S PRIOR lAKE, MN 55372 ~~ ......-... ..11 sc.w: IllIIAWIIlG _lID I~ 1l.TS. A1 P0201-E1 . ~ · .'YIo-)i~e.. FOR SCHEMATIC PIlRPOSES OILY. FINN.. DESIGN TO BE OETERIIINED BY CONTRACTOR MINNEAPOLIS MARKET .. I.....................-mo "0 Oft ru W'Dl1lD - YO C tI) C MDDI1. ~1t:D - 1D C lID a CADI) f'I..[ MQ..IA1P02D1J;:D"S..[:JWD /