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HomeMy WebLinkAboutMiscellaneous~~i r.t~ Brazos County Abstract Company "Oven 1.25 Years of Title Service" P.0. Box 4704 Bryan, Texas 77805 418 Ta rrow College Station, Texas 77840 (409) 260-9728 Telecopy (409) 779-7979 February 27,.1997 Mr. Gowen Dishman Centurion Consulting Group 9000 Gulf Freeway, Suite 25.0. Houston, Texas 77017 Re: Our GF# 129306 Deed Restrictions for Smythe Addition and Cooney Addition Dear Mr. Dshman: A review of the Records of the County Clerk of Brazos County, Texas, has been performed and no Restrictions appear of record affecting captioned property. We are enclosing our Invoice .for services rendered. It has been a pleasure assisting you with this matter and if wre can be of further. assistance, please do not hesitate to._ conta`ct` orir office. Sincerely, BRAZOS COUNTY ABSTRACT COMPANY ne Van Etten /~z7ntl 04/08/97 15:09 '$409 764 3 96 DEVELOPMENT SVCS (~j005 SUBMIT APPLICA'IICI~N ATdD TI3LS LIST CHECI~EJi3~OFF ViITi'H 16 Ft?LDED GOPI&S (3F STTE P~A~T FORREVfEW NiDYIlVIUN~ REQT3IItEMM1iN'I'S F4R SI'T'E FLAN PIZOPQSALS (ALL CI'T`Y OIiDTt~IANCES MUST SE MET TI~ICLUDING SI7T NQT LIlMITFD TC11`HE FO '[WING: `~'~J 1. Sheet sire - 24" x 36" ~~. Tide lalock to incladi: and regal de~aiFtic~ a.) Natnea address, ocattvn, b,} rTame, address, and telephone number of applicant a.} Nance, address, and teiephorie rutaber ofdeveloperlovsmer ,,'`Name, address, and telegho~ number of archtectl'engineer , e.} Date of submittal ," Total site aarea ~3. Ownership and current of parcel all abutting panels. A key map l~ n~ocessarily o scale)- ~'~C~Y s. Scale should be largest standard scale possible oa s1~t. ''~ ~. Provide a north arrow. gsadittg plan„ and other pert~t ~ 'lion. ~ plan has too much information, L3' 7. 'I'~&'~hY~ sheet.: / show dre on separate } ~13 S. Alt existing sare~s, ds~ buildings, and water. ranrses on- or adjacent to the proposed Pm9~t srte'• v` Locate i00 yr. floadplain on or adjacent to the proposed prof ? note if there is none on the site. 1Q. Location and sire of elustng utilities within or adjacent to the Purposed Pm.1~ ~- 1/~I. Proposed location, type, aad size of the following: a,) Buildings and structures b'.) Qft<Street gazking areas with parking spaces drawn, tabulaxed, and dirr~siarled c.) Sidev d.) Gamma open space sites e.} Sites for solid waste comtaicters ~ ~ 12. Proposed streets,-drives, an curb cut For each pto~d curb cut {including driveways, :streets, ~~, ~ locate existing curb cuts on t~~~~~e and apposite side of the sdreet to determine separ~tion- dlistances between existing au~i gmposed curb cuts. Indicate drivy throat ~ as measured in the Driveway t3rdwancs. (See Ordinance 1951 for driveway tocatioa and design requre<riea-ts•) 13. The total cumber of residential buildings and units to be construe on the groposed Fmj~ site.. ---~j ^ 14. Landscape plan as required is Se~iou 11 of the Zoning Ordinance (See Ordinance # 1638.) The landscaping plan can be shown on a separate sheet if tflo much information is on the original site plan. Attempt to .reduce or elimir~ plantinSs is easeirt~ts. Include inforn~atian on the plan such as: a) to remain existing landscaping b) required point calculations c) proposed sew pk'u-tin$s with poi ~15. Indicate unit (number of bedrooms}. 16. The density of dwelling units per acre of the proposed .project. ~^ 17. The gross s{tuar+e fot~tage of buildings and the proposed use: of each but~iding. 04~08~97 15: i0 ^C 409 764 3496 DEVELflP14iENT SVGS C~j006 aired by ardinanc~e ana provided by ~~- 18, Designate number of parking spaces re~i :drives, curb cuts, parking islands, and ,,,_7 l9. Sho ensio~ to size and locate all struc~res, pa~8 spaces, s~backs. ~~ 20. Are there impact fees associated with this. development? ~ sewer :legend to include waxer demands {minimum, maximum and av'era$e d 21. ~ ~ ~~~,^~ver lcsadings (~~axicx","n ~s m 1P~ons' per day). 22. `Show all meter locations. Meters must be ioca#ed in easeanents or R.t).W, {Gty will: size metes.) The fuDowiag are typical s#sndards #or Plan I?evel~opmeat establis6e~l by Ordinancx or Policy::.. ~C~' 1. Building separation`s a midmum of 1~ fit. El Z. Budding s+~ ae antline~ in Ordinaace 138, ~oni~8 Ordinianc~, Table A {Sec. 7, P. 30). s ace is 9' ~ 2t)' or on a ~r , g x 18' with a 2' overhang. Wheeelstops may be •~- [Y 3 Minimum parking p , required on vntenor rows k~ng~r than l4 spaces or in special situaticros. 'gip' 4. Minimum drive width is ~3' with head~in parking or ~(3' withoat parking. v~(3' S. Raised landscaped islands, (~" raised curb} of a r~~ of 18Q sq. ft. ate located at both ends +af ev~xy patkwg .. 18Q sq. tt. of Wiping for ever 15 interior paring spaces must be provided somewhere on row.. Addmonally, ` tl~ ire. Hance is requited which involves special plantings slang streets. specified is t>m Guy's ~ Sipe +p Streetscape Plan. around all edges of all parts of all paved areas without exception. (Ta include Y'/C~' 7. A b" raised. curb is required ere.) Cgs ..detail to be ~g_~ Cam! islands, planting areas, aces ways, dumpster bons, utility pacts, EnLli~eer. 1~T0 exceptions will be iiiade for areas ~~ ~ "reSeIVed far future p~trlcing". ~iy are aired at time cif development if P~perty has ~rautage on a streetshov~n on tine sideetallc Master N,~f~ 8. Sidewalks re9 d~,~ ~cessity. (Refer ~ 'section 10.2 of the Zonimg / ' Plaint or if the Prpject Review ~;e~mittee Qrdnance}. 9 ~ L~ocatians of dumpsters an pad atleast 1Zt~l2ft shall be sack that tlumpsters are n~ v}sibte fmm streets. Gates are discouraged and visual screening fram R4.W_ is required' Coardii>ate ac~ssi~bility +nf dumpster with. plug= using same tnrni~ig raidus retlui~ as tl of a Fire Iarnnent Fumpei' Truck. lU. Healtby> native trees over 6" in caliper shouid be retained wLenever possible. 11. Fire lanes of a minimum.: of 20 feet in width with a minimum height clearance of 14 fit nmist be established if.any ~~ stxuclaue of-.any type is ~ tliau 15fl feet £rom a public street ar highway- 12. Any Strllcttire In any ~onucg dis#ict other than. It.»l, It lA, Qt R Z .must be within 30t1 feet of a fire hydrant as measured slang a public street ar along an approved fire lane as the base is laid offti~e truck. ~I~. Fire hydrants must be locate<t on the same side of a major street as a project, and shall be in a location. approved by the GitY Engineer- . ~'Cl 14. Fire hyc9rants must be operable and a+~epted by ChY ~3 drives must have an all war sum byre camhustibles +caa be brought on any site. f -- four font setback from It.~ W. #o curb of parking lot is r~uirecl. Parking mray be a~tlaweti in this area 15, A twenty +~ up to a maximum`of 7 cao~nti$uous spaces' f~ C! 16. Alt pia :must include ircigatac~n systems far IaaPing- ~n meters are separa#e fi~ the regular water and must be sized rdingly and include backQaw prevention protection. "~ syystems for buiidiitgs U5~114/~/ 14:1 (34U~ l04 a4~o Lnvr,a.Urm~ivi .~vv.~ ~~~~ sk:k%k~::k~~N~~K::k:li:f::}:sE::~~~:k%k~:ksk:kskX:~ x:~:~ ACTIVITY REPORT ~e~~ TRANSMISSION OK TX/RX N0. -9741 CONNECTION TEL 9p7740053 CONNECTION ID EAGLE START TIME 04/14 14:18 USAGE TIME 00'38 PAGES 1 RESULT OK ,,~ 97-704 97-704 Hesameddin Ahmadi-Nameghi Mohammad M. Assodeh 2910 Adrienne Dr. 14348 Kelli Dr. College Station, Texas 77845 Hammond, LA 70401-7049 97-704 97-704 Farid H. Bastani Garland Brown P.O. Box 4173 405 Jane St. College Station, Texas 77844 College Station, Texas 77840 97-704 97-704 City of Bryan Herbert 8~ Golda Cole c/o Office of the City Manager 403 Eisenhower P.O. Box 1000 College Station, Texas 77840 Bryan, Texas 77806 97-704 97-704 Ben & Nancy Crouch Fluor Daniel 8700 Appomattox American Portable Telecom College Station, Texas 77845 54.00 Mitchelldale, Suite A-1 Houston, Texas 77092 97-704 97-704 Hartzell Elkins Lyne Galloway 2508 River Forest Dr. 400 Eisenhower St. Bryan, Texas 77802 College Station, Texas 77840 97-704 97-704 R.L. Hunt Tom Knickerbocker c/o Kay Perrone Centurion Consulting Group 1716 Briarcrest Dr. #203 900 Gulf Freeway, Suite 250 Bryan, Texas 77802 Houston, Texas 77017 97-704 97-704 Nationsbank Corporation Bardin H. Nelson Jr. c/o Tax Department GA1-006-14-16 3 Michelle Ct. P.O. Box 4899 Trophy Club, Texas 76262 Atlanta, GA 30302 97-704 97-704 Claudie Nettles John G. Otts Jr. & Jeff Bronson Jr. Go Joy Taylor 1500 Wolf Run 2912 Arizona College Station, Texas 77840 Bryan, Texas 77803 97-704 97-704 Bill & Sammy Parks Manuel Rivas Jr. 2732 Longmire Dr. 8350 Thorncliff College Station, Texas 77845 San Antonio, Texas 78250 97-704 97-704 Supertel Hospitality Inca Texas Hotel Management Corp. College Station Supertel Salim N. Ismail,: President P.O. Box 1448 P.O. Box 2864 Nortold, NE 68702 Bryan, Texas 77805 97-704 Harry G. Wharton c/o Harry Wharton III 1118 Austin Avenue College Station, Texas 77845 041-08187 14:59 6409 784 3498 DEVELOPMEIrT SVCS !~ 007 coNQ1TloNAL usEs ~ MINIMUM aEQU~REMENTs 1. Receipt #or filing fee {$15a.rJ0 or $75.U4 for in-house child care -mina 7 children}. !/ ~, ~~ {16} codes of site plan v~-hictt includes requirements for site plan, proposals as listed an attached sheet. This she plan will go to P.R.C. for review,.. after which thirteen {~ 3} copies of revised .site plan will be required. ~,3. Detalted explanation of proposed use including hours of operation, antiapatc~d traffic, .number of employees,. number of students, children, church members, etc., as applicable. 4. if sign `is planned for project, site plan should nclude sign elevation and cletalls. ># sign details are n©t included-on plans submitted with this appiicafion, any future sign,may have to be considered as a separate ~andi#ional use permit and all of the atwve requirernerits must be repeated.. APPUCATItJN WILL NOT BE CONSIDERED COMPLETE WITHt}UT THE FOLLO~NG 1NFORMATII~N AL]i?RESSEd Conditional uses: {checlc one). D Child Care ^ Convolescent Homes D Medical Clinics ^ Pharmacies Public Litxaries 4 Community Buildings Muniapa! Service Facilities Sanitariums Nursing H©mes D Parking.. Lots i3 Telephone Exchange Veterinary Clinic ^ Hospitals State how the following :issues-will be addressed.: tt~~ Telecommunication Towers Q~-O, A P, M-1) ^ FraternitylSorority Houses {R=5, R-6, C-1, M-'f } ^ Group Hawing {R-5, R-fi, C~-1) L7 :Funeral Houses, {C-N, C-NG~, M-1, M 2, ~-ia, C-~} D Large Recycling CoAection ~~aali#ies Q tApartmentPl-lotels ~2' ~} 1. Parking. .,~~ 2. Screening of offensive areas (trash, loading areas:. transforTners, utility connections, detention ponds, etc.) °7~~~- 3. Traffic impacts ~,~ ~. Proteciion of neighborhoods -- ~~~.- Centurion Consulting Group PLANNING, ENGINEERING, CONSTRUCTION MANAGEMENT April8, 1997 City of College Station Development Services Department 1101 Texas Avenue College Station, Texas .77840 ATTN: Sabine McCully Dear Ms. McCully: Enclosed .please find the required documents to apply for a Conditional Use Permit for the. placement of a Cell Tower on Lot 8 & 9, Block 2 of the Cooper Addition. The street address is 200 Cooper Avenue. The site is proposed as a cellular tower site containing a lattice. tower. The tower will be 16T 6" in total height and will be enclosed by a vandal proof fence and screened by landscaping. The site requires no parking or driveways and no paved areas. There are no traffic impacts and there is no lighting, noise, or external impacts on neighborhoods. The tower is; self. contained with no buildings and the operation is fully automated. APT Inc. is proposing landscaping to meet the requirements of the City but is willing to modify the landscaping to blend-with adjacent properties or to meet the desires of the City to improve the appearance of the area. The site presently contains three trees defined by the Zoning Ordinance as Shade Trees: one 30" Post Oak Tree; one 15" Post Oak Tree; and one 18" Cedar Elm Tree. All are in excellentcondition and are considered by the applicant to qualify as Protected CanopyL Trees. The total site contains 11,499.44 square feet of land which requires a total'of 345 landscaping points. According to the Ordinance the existing trees provide 900 points and thus no additional. landscaping is required. APT is however agreeable to plant screening bushes and ground cover around its tower enclosure and to .provide an irrigation system as needed. Because the site is unmanned the preferred method is a drip irrigation system around only,the shrubs. It is believed that any disturbance oif soil within the drip lines of the mature trees could damage these valuable trees. We will be present at the Planning .Commission Meeting on May 1st and will be pleased to condition our approval on meeting landscaping decisions made at that meeting. Once determined we will prepare the required. irrigation'plan and submit it along with our building permit application. Under no.circumstances will any of the existing trees be disturbed during the construction of the tower and the entire site will be professionally maintained by a commercial landscaping company. Yours t ly, . a~ ' Tom C. nickerbocker, AICP President 9000 GULF FREEWAY,. SUITE 250 HOUSTON, TEXAS 77017 (713)943-7079 From: Jim. Smith To: City Hal l..Smccully Date: 4/10/97 1:25pm Subject: PRC - Wednesday, April 16, 1997 Conditional Use Permit - Telecommunications Tower (97-7Q4): Preliminary Plat - C.S.L. of Tecas, Inc. Addition (97-3Q5): Preliminary Plat- Wiseman Subdivision (97-306): No Problem. No Problem. No Problem. Thanks. CENTURION CONSULTING GROUP Planning, Engineering, Construction Management 9000 GulfFreeway, Suite 250 Houston, Texas 77017 (713)943-7079 Fax (713) 943-7844 LETTER OF TRANSMITTAL TO: Ms Sabine McCully DATE: 4/22/97 City of College Station PROJECT NO. 085-61 ATTN: RE: CUP for APT Tower site Enclosed please findten copies of a revised site plan as instructed: 1. We have added the landscape schedule, the wood fence to screen the chain link fence; 2. Top of Bank elevations have been omitted as they are existing and shown on the survey. No alterations are proposed to site .drainage; 3. Fire Hydrant has been shown at the corner of the property; 4. Gate has been shown; All utility coordination is being handled by construction company.. MEMORANDUM TO: Planning and Zoning Commission t. ~~ FROM: Sabine M~Cully, Senior Planner DATE: Apri123, 1997 RE: Local authority of Commercial Cellular towers/antennae Last year, the federal. government passed the Telecommunications Act to define local authority over these new land uses. I have summarized the five areas of federal restrictions in the following list: L The Actprohibits cities fromdiscriminating among competing telecommunications providers. We are still permitted to review each individual case on its own merit and even to deny certain tower locations.. However, we need to avoid decisions that would give one provider a competitive advantage over .another. If we permit a tower in one location, we should permit future towers of similar height and type on other tracts. within the came zoning district. So far, College Statiorn has approved several cell towers in A-O zoned areas that had no land use conflicts. There has been one 150' cell tower approved on a site. adjacent o an R-6 zoned tract. 2. It prohibits cities from precluding cellular service from their city limits. We may still limit the number and placement of facilities as long as we do not become so restrictive that we interfere with. signal reception. The College. Station Zoning Ordinance provides a number of zoning districts that are available for such uses, and therefore a significant range of alternatives is available. 3. It requires cities to act on requests within a reasonable time period.: In College Station, most cell towers go through the same process as other conditional uses. This method of equal treatment would satisfy this requirement. 4. It requires a denial of a request to be in writing and based on a written record. To meet this mandate, Staff will ensure that the written minutes are in order and that arguments agauxst a request be submitted in writing. If the Commission decides to deny a request, the motion to deny should include statements that tie the decision back to the written records (staff reports, letters of opposition, minutes of previous meeting, etc.) 5. It preempts cities from denying a permit due to radiofrequency emissions concerns. The Commission may require that a tower meet FCC emissions .standards, but we are required to presume that those standards are safe. `tSelt'~y: AEflIAL COMMUNICATION, INC. 713 407 3403; 04/08/97 13:08; ,/L~tf7c #217; Page 4 April 23, t ~9fi lpfortttstion provided bq d» W~relass Telocomttttpadons BureAU 1 rtEw xwrtoxAL wn~~ss ~row~ srrnvc po~clgs ~ . the Tetecommuaicatia:ss Aa of 1935 contains import~u provisions c~cerniag the placement of awers snd other faciliries for use in providing: pessoe~! wredess °services. Most state and . local comtnwtiues hive worked ctosaly with t;atittiar and aaher wireless service .providers om sisch placement plums, but this tuw isw establishes new. rapouss~rilties for comtaututias xnd for the Federal Comtauaicadotu t;omtaission (FCC}. the rspid boa in the wireless.. iadustty mskes: thew issues avert man itapartaat ?his fact sheet is intended sb arptain the new provisions aitd oo help seste sad total goveracneats is that' dot ~~ ~a ~~~ issues. of facilities siting is their local Cptnmustiities. At the tstd of this fsct :sheet, You wi11 find_ zssates of coatat~ for additional iafotznatiou.. about this area and other issues before the FCC. Section 7a4: of ~e Tdecomma:sica~oas Act of 1946 {the ' I996 Act') govents fedesal, state and local government oversight of siting of ,.p, wir~ess service" faeiliues. 'ihe 1996 .Act establishes a coaapreheasi~+e fraraawark for the exercise of jurisdiction by state sad local monittg authorities Duct the cansavctioa, taodifiwatiaa sad pla,cemeat of facilities such as rowers for cellular, personal coattauaicatiozss satvioa {PCS), and specialized mobile radio {SMR) trstuta#ttets: v 'The 's>evir law presen-es tocsl soaiag suthoritp, but ala:ifies when the axercise of local zoning authority rtuy be greetapted by tlse FCG. - Sectios! ?~+t prohibits nay action thsr would disctimnste betvvetet "different :providers of personal wireless ses~+ices, such as ceUulu, widrsres SMR and broadband PCS. It .also prohibits any action tfss w~ottld ban altogetbet the oonsttuctoa. aiodifit,auoti ar placctYteat of theca kinds of faeiIities is s paniealar arcs - Tice Isvr also spctifies procedutas which Yattst _ be fotlowad fQr acting on a request ta' place theta lands of fae'tliaes, and::provides for revieNr is the worts or the'FCC of any decision by s zoning: su~ozitS- that is is:tt -with Section ?04. f~ (14 vuv ' Sen'~by: AEAIAL COMMUNICATIONS, INC. 713 407 3403; 0410$.197 13:08; ,/ #217; Page 5/15 Z - Finally, Sectiem 704;r~equira dse federal g~rvemmeat to rake steps to :help lie:exise:es in spec:turtt-bated erviexs, stub as PCS and cellular, get .access m preferred sites far their facilities. Federal:::agencies and depsrarsents will wosk direcdywith ticettsees to tttake federa property ivailable for-this pcupase and ttte FCC is directed to work with the toes to fold ways for stxus m ue~ttuziedate licensees who wish w erect towtrs ent state prope:ny,`or use: stsae and aght~-of-wsy, :The uprhnsents m this ~ sheet sank m ptavide .information coacer:iiag tower iti:ag fvr P wir~elaxs comaenni >erviexs. Thay- indude a swramsty of the provisieus of Sectieut 70t of she 1996 Act. tlw ac::cal tact of Section 704, and a tedmical informaition uwuisry that eies<xibcs thee cdlulat, wide-:rat SNIIt sad braadbtnd PCS tecluroiogies: thaz underlie the majority of requests for new tower sites. Qwxuiems ahattt this topic, arul shout federal reSutstion of wirairss teleco~muaicsxioas Cervices in ge:aexal, auY 6e to Ksrea Btakas:na, Associue Chief of ~e Wireless ?elee:ommunicstients 8eueau, ?A2.41E-0]83, (e-tasl~ c~,8~)~ Questions abant dte ?decatamunie:uoms Act of 1996 geaersliy msy be m Sheryl Wilkeeaott in the FCC's Ofrzce of Live and In ucgovetnaaeagl Aft, 202-418-1902 (e-nraiI: swilktrsQfce:.gerv). Questions about tower siting, licensing issues qr tiechatcal ~y ~ . addressed to Seem Matkeadort~ Chiof eaf the 8toadhand Bea>:eh in the Wireless Telexomntutuestions Btsnau, 202.418-0620, is-null: sic~~„~y) This Fox Sheet is avsilsble oa our f~ac~ra-daauad system. Tht telepi*one sztanber for floc-QA detttand is 2Q2-4I8.2834. ?he Fsct Sheet msy also 6e featutd on the World iriide Wpb st httpllwww.fcc.gavJwtblwirnho~e.html' ~(}~1 ~~~ Ser'itt by: AERIAL COMMUNICATIONS, INC. 713 407 3403; 04/08/97.13:08; ,Jetfx #217;Page 6115 SUMMARY pF SEGTION704:QF TSE TEL~CQMMUNYCAI'IONS Af:'I' OF 1996 the following is a summary of keY pt'ovisions. 'The tract df S+eotiosti 704 is reproduced in 'itt entirety as an attachment oo this scesnma:Y. 1. i~r~ Zonin~Aenhori~ Pr~~ Bettina 704(s) of the 1996 Act smeads Section 332(e) of the Commtmicsttiotts Act ("Mobile Services') by adding a uew paragraph (T}. It preserves the ssrthority of state nerd local governtneats over decisions regudia8 the placeraertt, coassruttiom, :and aiodi5radoa of personal vriretess service facilities„ except as provided is the -new P~=ph «• 2. ~2iSS~B4t13 a. ' ,~cates and r -pities j~Toc Take ~,?ti~mzna~ory er Prchibitiae ~q~ Sectimi ?04(s} of the 1996 Act stases tfut the regulation of -the placetneat, . coasttttctioa, aid modifiruion of pasoiuI wireless service fuilities by ariy Start or local government or insuutneatslity thereof shall teat tmreasoaably diseriminaze among providers of fuactiaially tgtrivaleai services and shall not prohibit err have the effect of protribiting the provision of persons! wireless senriees. ay U.S.C. ~332(cx7}(B}(i}• ~' person thu is sdversely affecud by a t~ or lots! $avernmeat's action or faiicsre ~- set that is incorts~saeat with Section 332(c}E7} ~s3r Seek, ,. expedited review in the Dourer. 4~ V.S.C. ~33~(ch"~~~• b .~~.A~trK fnr il'n~ on Rfrsi~Q Place_ C-~±s~utt or Modify. Perserial Wireless Service Facilities Section ?04(i} also t~cquiccs s Stste trr foal ~ove~u~eat so act t:pcm s request. far a~harizsaaou ~ pL~. coasavct, or atodifY ,Perms wireless service- facilities witttu- a reasoasble time. Atiy det:isitin tQ betty s ragtress must be made is ptd be supported by Est tvdesue cotuaaed is s written rxotd 47 U.S.C. ~33?.(cx7}($}(ii}~ dui}• c. Rrgtaati`ons ~~ On ~,~,ran~r+,~~~e~+ts o~ ;ssi~ Pctem~ated Sactien ~04(a} of flit 1996 Act cxpre3sly pr~apts _~ aatf local gavernm~.t <regulatioa of the placement. won, and. awdifio:tion of persaaat wireless scrvicx facilities oa the bssi9,cf tha emviroatuaital effens of t~adio frequeatq e~niss€ans m -the extent that such fsuIities cataplr with =he FCC's regulations concettung such ~ 47 t3.~.~;43~~(~X~~C~+~• ° : , Panics m*9 sselc relief front. tht fC£ if Ztrry arc sc€va:sEly affected hY a slue or lout govemsaent~s furat scaoa or fa:tu=e to act that rs it},eo - ~iVYEiT ti1i, prc~vl~ivst. i r tl..?.L. 'g Jssts.~~ r Ry7~ r t. ns ~: a Sent-~y: AERIAL COMMUNICATIONS, INC. /t3 407 3403; U4/Oti y7 »:ua; ~z~7;raye ~r~~ 4 3. Federal C~ d it~es,~,~r~' ~ R~ mi Q~ Section 7oa(bj xequires the FCC to ~rescxibe aad mslce ~'ective new toles tegs~rciuag . the eavironmaual +effeeu of ndia fregtmacY zenissio:: , which are uadar coasderuon is ET Dacktt 93-62. v+rithin I84 dsys of enactczseat of the 1996 Act. N41`~:° 2`Jre lx~~'3' of ~ p~~8 ~~ t~ FCC ~ trot q~ect lu rrsles which utmeattly an ih a,~ieet gvv~errrag tlrc a~n-itental ef~act: of radio frequancy uxissions ~ectroR ~0~{b} Sim P~~P~ a to :drew exist~tg ntler. ' Sti rotated auarhurteritt to the Fact .Shtat: - 4. Use,of F~derat or Stye Go:~iC ~ Fedet'~Pm Sectoa 704{cj of t&e 1996. Act rogtsirhs ttte PrGSide:st (or his. t~sigaee) to presuibe proc+edutes hY which the federst ~ ~y tttaice svail~bie our a fair, k and ac-adiscriminstnry basis, property, riff-a-~- sna $teir for he ~t ~f new tdeoottutwaicrgt~s seavices. b. st:z~ l~r Wig respect m facilities siting ort state F~P~Y. Section 7tf4(aj of the 1996 Act nxloires the FCC ~ .provide technial sport to Slues to eacourage thcttt m t:zake ~i'aP~Y ~Y aad easaseta~ ~de~ their jttrisdicoion nraitsbla for tfta placea-eat of near -b~aa~d te1«;amm~aticatioas services. NQTE.• I~t~formattort caioerntng acltadeal sa~rt~or: tower sil~g which tlra FCG is ovealable to sseua ~d loadt ~+rmrteius is gttoclted to Cite F'arct S11ett S. '~ " indudt comrnetaal mtobzie servicxs. ~mlic~sed windless ervicds, aad aauoo terrier wireless aochaaga access srtvicu. 47 U.S.C. - , " " +sre deE~:yed is Secdoa 33Z of the Couuticadons Act and the FCC's t~ulesr end `iududc odl~lar talephotre r~utued swder Psct 22 of Ilse FCC's ryles, SMR services ~ t Part 90 of the FCC`s ntles, sad PCS reSuiated wader Put 24 of tht FCC's lutes. ' 47' C.F.Q. X20.9, X12 • •:~ 1 a. eni: alt: AERIAL COMMUNICATIONS, INC. 713 407 3403; 04!08/97 13:09; ,f~ #297; Page 8/15, - 5 N~1~~ ~~ ~~vjces" ue defused ss the offering of telecammsuucatioiss services usia$ d:ay authorized devices which do uct roquir+e adividua! licenses; direct- to-heine satetlita e~tirices are r~cduded from this a+efuuaca, ~i7 u.S.C. §332(c)(7)(C~(ii). ,~ < <~~ 013 ' Seni by: AERIAL COMMUNICATIONS, ING. 713 407 3403; 04/08/97 13:09; .IetFd)C #217; Page 9/15 - s COMP~TE TEXT OF SEC. 704 OF_TBE TELECOMMUNICATIONS ACT OF 199 ;) SEC. 7t)4. FACII.I'T~ES SITII1Cr, RADIO: FREQUENCY EMISSYON STAhiDARDS. {a} NAITVNAL ~V~~ELESS ?EL~CQhdMCThtICAliv1~8 SI'TII~IG PoLicY- Sactioa j332(s} (47 U.S.C. 332(c)) is s~aeaded by sddiog at the end the _ _ ~~. :E ollovv~ng ~' Psrsgtslh: '{7j PRESERVATION OF LOCAL ZONING AUTHORITY- ~ `{A} t~IVF,.IiAL AU?SORITY Eaccept ss provided is this p;ph, aod~ttg,ia thus Act shall litait`or affect the ~ atirthority `of a Ss~e os locsl pova:lrnaot ar eatalry tfierenf over dedsious r~cgardiag the plscezYteat coasuuction, tad uiodificstioti of P wireless service . ' fialities: ~ ° C) '£he c~gulsuaa of the pla~ceraeat; tttion, and >awdif:pai~ of pe:sottal wireless -service ~ faaiiites by eay Ststs or focal government ar nso~neat~lity ebe:bo£•. '{I) st~s11 not sm~ohsbly discrimiasoe susoag prpvdea of. fuactioaiiUy equivslett setvicer, stra ' {II} shall `dot prohibit o; bsve die affect of prohibiting the provision of penonsl wireless socvices. _ '{ii} A State or local goverameat ~ iasarnmeuaility ~ deetaaf :hstl act as say regeust for satharittion so ~, place, toc~etct. or ~riodify pecsppsl witaless' ser»ca facilities within a ressonable period of tszaa after the regu~ is ~Y filod arith such ~ovatntneat or ! h-. tstcmg ituo acxtioyat ehe aatut~e wad scope of suds request. '{w~ Ady decision by i Ststc or Cal goveramear or asonmseatsfiiy th~reo~ o-deoy regtmst to pfa+c ~ or.modf~- ptcstiaal wtgless service facilities shwtI ba'n waiting end supported by ~ sl evidences enatainad iaa s viaitLan record. '{ivy No StaiDe ar ogi governmatt or =ally thereof auY ~e~ulue t~ placemaat, wnsrruction, sad atiact of peal wireless service fseilities on the :basis, of the eavi:oaauentsl effect& of radio frequeaaq emissiaas m ehe exteztt that svcb fecilti~s ' wa~h- wide -.die Comtnisuern's regalstioas a L such eeaas~s. i (v? MY Pew ~~' by +mY motion or faiiura to act by a Stine or kcal govenuaeiu i or way i~rncaeas:aity ther+eo€ ~ is iacAasstent with .dais stbparaaap6~ auq, wtbiu 3Q days after such 1 ~ acnoo or failure to +~ comt>:eare ~ action in way ~1~ JP,fiC Uyl :- HtM 1HL GUMMU)V1l,H L1 VIY.]~ llVl.. I I j lIJ VU! J4VJy V4/V0l JI IJ..IV~ {/G11 ~rCt l~.C IU)I:J 7 court of campeseat jurisdic~'tQa The catsrt shall hear and. dtcide st~h acrioa oa as expedited basis. Any.. ' person aidversely affected by ~a act or failure to Act by a StatE Of iOCBI gOYCt3it11lnt Or ~y msttumeasailty I thereof tint IS tncoaststtnt with clause {iVj r,ttutY I petition the Commission for tttit~ ';•. °~C) D~FIIdITIONS- For-pntposos of this p~Pb-- 'O me tam 'Fasonal wireless services' mesas cotamatcsat mobile s~ervioes, utiticeasai wireless servicex. and common-esuier wi=+eiess eacehaage access SCtVcCS; ,'. '(ii) tIu tea 'permaat wireless se=vicr facilities' means ficilities `for the ~ovsioo, of pezsoaal wireless mar' and ~ '(iii) thi erm ' utelieansod wireless seNicc' means the afferntg of td seiviea using duly.:. 1 wthorited''devices which do-ant require iadividwl •. licenses, but does not t~aa tlu provs'taa of dic+e~~-oo-bwme`s~aellite savioes (as defiaod in section 303(V)).'. {b) RADiO, FREQUENCY EMESSIONS- Within i ao days sftac the ~'e:Zactmeat of this ~. the Commission shall co:aplcte sction is-E? Daekct 93-b2 to proscribe and mslce effectiVC rules rcgsrdng tha eavironmeuta! effects of radio froqueacY emissions. (c) AVAII.ASII.ITY OF PRaPFRTY• witiua_ i8o dsys of the enactment of this Aci. tha Presidatii or his dasi~e shall pnsaibe procedtms ~ by wbidt Federsl depcruneats and tgeacies may tttske svailsble oa a ~ fir, tgsoaable, and aoadisaiminatary basis, property, i ri~ts~af-way, std easemmt3 mtd~c their cantt+~l for he plsc.~tnteat ~ of new teIaoosruatmicatiaas senri«s tlud sre dam, itt whole or in psrt, upon tht utt'iizatioa of Federal spectr~an rights for he ~ transmission ar of such erritra. Thee P may o~tabiish a presusaption that r~equeus for the usa of propaty. ~ ri8hts-of-wsY. ~ ~ b'Y ~Y ~arz~od providers should ba • graatod ab#~t unawidable direct ~oaflict with tltc dcpatunent or agesicy`s taission. or the wrreat or plaoaod use of the property, sghts~of-way, sad ess~amts is question. R,essoaabie fees may ba ~ chuged m providers of snob tdeoota~anaxticszioas services for use of j P~F~Y• ngbsaf-wry, and 1'ha C.oztuuissioa shall j proiride technical m Stages to mloouta~ than oo a>ahe property. riSht~of-way, sad trader their jsais~ttioa svaiisbk for stub purpgses. ;, :r . ai.~ Jef1C GY: Hth1HL I:VMMUIV1GHi lUIYA~ lrv~.. , !IJ 4V! A'FVa~~ VY/VOl 7/ iV.~Vy r/~X MG~1 !!'ayG ~~l ~w TECHNICAL II~IFOkMATION C4NCERNIIVG CELLULAR, SPECULIZED MOBILE RADiO LAND PERSONAL CQMMiJNICATIONS SERVICES April 1996 Cegnletrl Iaforetistibo Thee FCC', e~sblisbed rules, and pmcedttras for licastsing;r.etit~lar sYstemts ist ske United Stator and its Ppsseasons attd Terriaories. Theae rtes designated 3~?6 Mauopolitaa Stuisdcal Areas aad:42H Rural Service At+ess for Dots! of 734 cdlutac atarkats ud s~ctruat was aliocsted t+~ lica~st 2 i systaas is each market. Cellular is aliocsted peeQeam in the a24-a4s .and 859-69R hII3z rimes: Celutar Eicrosees art sea«at[3- required ~o hcease o~- fifes tower lOWiotlS that ms7te ~ ~hett outer service coamca. Licraseea ~ .aid or arodifjr :any towtr locauor~s flat arc vrtthin sa al:esdY ~FProved dad lireu.~ed sat~ri~ srae do not'lra~-e ~o submit as applicanion~'for that lout ov.ba sdeied m .their ~llutar licosise. althou8h they auy need FCC approval ~f the: sateattes would ~sdtute s major enviresnniaa~ti~t :action (See gttestiott 2.'below). or would exceed the criuria specified is Part Z? ~ the FCC's Rt:les f"C'ot~strttcticn. Matlang and i'igl~g of Artt~t< Structatres'). P'ut 17 iaclnelea etiteris for deta::aning wltea consutu~oipn of plat of a cower wnpld requires pribt uotifiwoiott to tlee Fedoral Avistiom Admnisegaamt (FAA).: (See:.quesa~.3, below.) A cellui ' sYs~tt opetates by dividing a large gmgraphte~l serviex- arers-:into cells and assigaiag~the ssate fraggeacie~ m maltiple, non-adjaexatt cells. Ibis is laanwn in the iadasgcy~ ss fled cy tense... As i subscriber ttsvels across tiu sarvic= arcs the tali is trsA3fetred (ltat'tded fram .one cell m utothat without notieesble irKaruppoa. All the cells is t cdlnlst sxste:a art roan-clod to s Mobile Taloghona Swi~,~ Offtce: (M?SO) by landlme or mictgwave Iinlcs. The MTSO Co~arnoLt the swiochiag between the: Public Swished Telephone Network (PS's? and .the cdl site for all wit~iue-ale ad m4bilato-wirelste csUs. SeecisC:zeid 1+ ebile.Rs~io (SMR) inteumatla~o, ;, Speciali~ Mabita Rsdio (S>~) service 4ceosees provide lsnd ~~ oataasiaueasioas oft a commarctsi (i.e., for profit) or p:ivaoe basis. A nnai ~ sY:tam c of ~ or more:'base! saae~' tttm~sa:ittess, one or morn sad and user iadio equipment whidt aftra ovo.~ists of s :attabile -radio wait either ptwidod by the e~od asa ar obtained `from he SM& opetWwor. 1'he base station. receives oishee telephone t~tissiems from ent! ttsas ear low powq signai:'frota cad user Via: sdi~ SNIIt systems operate ia: twee dissutct fteq~tcy ac~6-8Zi~s1-s66 l~z t$oo Ate) and 896-9~?1/93S 94Q M~3s (900 Wiz}. i00 M~is Sb~ secv%ces issue beta licasud by tke FCC oA a~sit+e-by-site basis, so Hutt the SI-~ providex must approa~t thei FCC and recxivs a ..license f ' -each sad every tower/base site. Ia'the ft~tc fist FCC will licasse flat bsad'oa a wide-ueaket appioach. 90o A~s:Sl~t wds otigiasliy liceaasad is 4b D Filit~ Arent (I1FjAs) extaptised of only the top S0 taarlcats in :the otinatty. ;'Ibe Cantnissioa is is of sueti~iu~ the rtaaais~x of she ~Jtuted States and its. Pos~i~s cud ~in the Rsetd McNally defined S I Majearr Trading Areas. ®l. Sertt~by: AERIAL COMMUNICATIONSy INC. 713 407 3403; 04/08/97 13:11; ,/ !l217;Page 12115 ' ~ g PC,~$^Infor~atioa Broadband PCS`systems ace,very similar to the Cellular systessss but opesste in s higher frequenry `b~tad is the i8S~-1990 ME~z Mtge. Qtte othu difference u tbat the:-FCC used different market area for licrasng purposes. The FCC used the kaad &icNaWy defutitians for`SI 'lViajor Trading Areas {MfAs) sad 493 Banc ?radusg Areas (BTAs). PCS. vests allacattd spectrtttrl for six Broadband PCS systems and 26 Nsrtowband systems. The six Bs~oadband PCS systesas will ba licensed tt follows: tw+o Br~oadbaud PCS licehsa will. be issued for -each of tha S 1 MIAs and foul for each of ~e 493 BTAs. 1'he Z6 Narrcwband sysums will be licr~sed sa follows: devea Na;tawbaad PCS lip wiii_ be issued fQr nstiotswidc systems. six far :each of five'~egiots>i arc=s; seven for each of the S 11~As end twt~ for each of the <93 $TAs. PCS licensees ate issued a blsnkletlicense for their entire market :area and'sre slot srquined,so submit spplicatiotrs aq lieezist individual cell sines satsless sanction of she facility would'be a major envimtsateatal #cdon or would FAA aatifics6oa Msljor euviroametttzl actions are .defined by the Nszioaal Envitpssmeatal Polity Act of 1459 that is discussed in questions Z, below. Therefore, the FCC bas no technical infonustioa ats file coacerttieg PCS base 'stations. FreaneAd~~d dnestions eo~~arr,tow-er sitist>t -for Baal w-irekstr aer~+i' 1. ~o local zossa= >tuthori6es 4ava arty stttlse~rity to deny a s;+egaat for tows sdti+a~' A. ~ Yes. The Telecotnmussiattiotss Act of 1996 specfiatuy leaves in place tltc authority titan local inning authorities bout over' Ilse placett:eta of petsonat wifeless facilities. It does,prohibit the denial of facilities siting based oa 8F emissiqus if the licensee bas complitd with the FCC's regulssiaas coacrrnin~ ~ essissctsts. It also requiters that denials be based °oa a ressontd apptuach. sad proizsbits dis~timiaatioa and o~saight boas on cos3stsuctws< placeaieut and naodificatian of pasotsut wiseiess faalties. _ 2. What csgalreasKna do _perioaal esaamautieatiens 4c~ea hsre o deteuotinse w-het6er a sdtc_n is1< s Aood,plaia2'. A ~s3cca11 slate' er: All aatte~a s-cntcpucs ~ also cas~pty watts the Natiotul F.tsvirQntnental ;Poticy~ Apt of 1969 ~NEPAj. as weU ss other ttsatadatbty federal eaviroasaeatal statutes. The FCC's tales tbst isnplesamt the fedtxal eavital:may l~ are watained in aectiona 1.1301-1.1319. The FCC's eavirotuatatal':u1es pla+oe be responsibtiy on aach applitast to investigate all tha potesztial eavirosuaentsl efFec:s, at~d disclose a4Y sigirtifi~attt effects rat the envirozu~unt in an Eaviro~atal Amt (EAj, as o>tdii4ed is anion 1.1311. 1~: to cossstzssc~ing a tower. The appliusst is regvured m o~sult sectioai 1.I3aT po deroec:bitu if it$ proposed aate3usa structure will fall tsadtx nay of tba list+od cstGgotus -that may sigstuifitattdy affect the oavirnnmeat If it does. rho appGcaat ss><ssst grovi+ie au EA prior to ~g vsaith the tower wastru~cti~ find. raider soarer L 13 t2, tnusc await: FCC.. before cosametung ~Y such ovn~s~uc:ioa rves3 if FCC.: t~+oval is scot otbetwise ;egtirad for sstdh ;! ~eosisattctiott. '13se FCC ptaees all proposals thsf s3sy eaad3- unpant Ilse eavitru meat en public notice for ss period of 3C days, aeelatsg only public romsaeatts on the proposed ' 4 ~ ~- struccisres. 58177 Uy: HtH1Hl. GUMMUIV1GHIlVIVS~ 1tVl.. I tJ 4V1 JµUJj V4lvoI~/ to.iij ,~( Scillrayc ~01~~ O The categories set forth in settioa 1.1307 include: wads arc wildlife presErve Eadaugered: Species ~storical Site Ladiaa ltdigions Site Flood plsim wetLuds Heg~h :Intensity VVbite Lihts in K;esideatisl Neighborhoods $xcessive Radiofi~e4~uS- R~distiaa F.x~owre 3, ire there say ii'CC ~Istieus tbu rovesa where tawess can or taanat be p4ced' ag,~ The FCC mandates thst P wireless wtttpsnics build out their sysoems so that adeq~tc service is provided m the public. Its addition. au aataws s~vcttrhs used for cotatawucatatts mast be approved bar the FCC in ~cvordsace with .Part I7 of the' FCC Rules, ?he FCC must determines if then is a amble possibility thu the saw auy cotttitute `s tnensce tQ air usvigsuoa_ Zhe tower height cad its proxuaity to sa airport of flight pstlz willl be considered whey znakitig this deti~aizutioa. if -sash deter:ain~on is tnad~ the FCC will fY spP~Pn~ P~~i amd liglsatrg regiurerssaa~. Zhus, tfte FCC does .not awidase where rowers must be placed. bot n easy ptnhibit the p1eQt of s `mwesr is s psrncular lotatiosl without ligtnisg and nsrlaes8. 4. Doe: ttte ::FCC ~ataia a+a1- teserds on tower -cities tLseagboat the United $tatq' How don the pa6tec gtt ,;thy iefermstiea {if a~}+ n .The FCC m~atains s mast t~ov~er dsab~se ca the following ~: {I) any dowers over 2Q0 feet, {Z) aaY tow+ats over 20 .feet ott cat a sau~ta (catch a a bu:l~ng, :wear tower. esc.j cad {3) mwea that sra dose so , thst'may csi~se potxnpai hszerds o0 air aevigatioa The FCC's lioee~sing dasab:ses oaatsia soaae base sins 'boa ftsr Cellular' and SMR syst+dms. I'he geaetal tower detabsse cad the Cellular cud SMIt fists that. rosy be oa 5Ie with !se FCC is miletble in three Pisces: . (I) Cellular Iiceaseag imfotmstiea is vailable in t'he Public Referrace Roots of eha Winless 7ataoommtmia~ioas 8ure~sa's Cammrr+cal Wirdess D'cvision. Tha Public Rsfareace Rem is located as ehe fiRh ~ooc of ZOZ3 M Street, I11'W, Wasbiagton, DC 2QSS4. telephoese (2QZ}41E-1350. Qn-line d aaerches of ca~tubc ticenung iafo;ta~ttioa slung with gaariea ,of the FCC's geaersl tawar daitsbsse can alm be sccoaaplislud at the Public Refrsrssca Room. (Ij People who woald ~e to obaia' gautat tower information tfuaagb as oa-iiae public access database should call or w1ZtC`Iatagctive 5ystet>a, lac„ 1b01 Noah Kest St_ Sutrc ilA3_ Arlin~ten._ YA"222A4: t>r1we Te't~'!~_]t2?e . - ----. -------:- - -- - --. - -~---- - -- --- -- - 016 ri .s ~en~t•by: AERIAL COMMUNICATIONS,_INC. 713 407 9403; 04/08/97 13:12; ,J t#27l;Page 14I1b 2~ (3 } The FCC does not dupiicatt .these :records, but has contracted with Intetttational Trsnscriptioa Service, Inc. m provide this servo. :Requests for copies of infer~ttsuion should be sddresscd to latemuiosYal Tr~seripgoss Service;-;Inc. ' (TTS, Inc.}. 21.00 i4! sc.. rrw, sulk Sao, w~~hingzon. ~ ~003~, telephone 2GZ=ssz-3so0. s. ~ why do CeUolar sod PCs psdvid~rs cegore :o moor.. tow-rr sites! esw- r Low powered emitters are an inherent chazactecistc of Cellular Radio .and Broedbaad PCS. As thew sysutps nu:~ and :more subscribers are added. the effective radisted power of tha ceU site emitters is reduced so fregruacies cut be reused as closer intccvais thereby increasing subscriber capacity.: Iltere are over 30 million ntobile7pottable cethilat units snd more than ZZ thousand cdl sites o$ within the UnitedStates cad its Possessions. and 2enitories. PCS is t~ beginning tQ be offered ~vuad the country.: `Atu: to the fur that- 8roadbaad' PCS is lacaud in ;a higher cY; rm;e PC5 , opetuors will require note tower sites: a they build dseir systeats to :provide is their service sirens u conspated m aosaag Cdlular csrriers. IhereSore, -due ~ he nsna+e of frequency ,rectse and dse consuazer demand for servicas. Cdluist and PCS providers most build tt+unerous basa'- sius. 6. Can Celluisr, SMit sad PCS psovidnrs ;hose tower straet~attsl sw-e:" Yes, it is tecbaologically possible for these entities tQ hu^e tower structures. However, there uc limits m kow many base station trsnuaitters a siagle~ rawer can kold ~d difftreat tower stiructiaes have different limits. Moreover, thtsa providers aTe _COtnpetimcs in a iaore and more competitive marketplace sad rosy not be willing m share tower spsce with .:each other. Local soniag aaithocities may wish m retain t 8 eeagia~ to evattt~e the propossts sabautted by wireless oaattaunirstimts licxasaes. 'Ihe caasultir~ engineer tttss- Ibe able o determine if tfiare is smite tleocibility u m the googr~phic iocseioa of the rower: ?. b the Federsi. gerussroeot 6d~= to find r-sys ~ auvmsaodst+e sn+sltipk Gceas~s of peradal wrirdess service! newer. Yes. 17u FCC has Stanro Marlcmdorf~ Chief Srosdb~d $nrnch, Commercial Wireless Llivisioa. Wireless ?docaanauedcsttans 8uraatt, FCC of hssist'locsl mairtg sus}toritias: sad tnemis~alities cad d to q~ioas coacerzsiAg rowel' siting isstus.. His telephone atnnber is ZOZ-4tR-06Z~. Also. Fresiddst Clutoo~t ensued as Fxe~tave Mexnoraadunt on Avgvst 14,1995 dim the Administ:star of C Se:`ritds {Ca'$A), in ,ooordaation with other Gov+erantetu depaittateats and ageasies„ to :develop ptacedures to facilitate appr+oprste access to Federal property for the siting of mobile services artteranas. G'SA rcccrsdy relrsszd 'Gowuament-Wide Praoedtuas for Plxiog Costutterciai Attta~ss;,• 61 Fed ReS 14,140 March Z9, I996): For finthcs iafotmsaoa contact Janus Herbert, Clfftcty of property.: Acquisition and Rehtty Services, Public, SvildinS Service, Csaersl Semces Adrsunistsiision, lgth & F Strew, NW. Wu, DC ZO~tOS, telephone ZQZ-SOI-0375. .-,.: ~ X19 Sert~ by: AEAIAL COMMUNICATIONS, INC. 713 407 3403; 04/08/97 13:t3; ,J~{X #~217;Page 15/75 ' 'Q Z 8. Hove day studies bees toatpktod oa poteattisl bszsrds of iocetia= o ta*-er/buo :;te dox to rrsideadsl tomasetaities' n Iu cottttectioa -with i~ respo~biimes Hader I~F1~PA, the FCC considers ~e Doteatial effects of rtrdiofragaenry (RF} e:nissioas (iota FCC•regulaud tcansmiturs on kcu7aan health aad safety. Siacc tho FCC is uoc she export ageacy in tfus area, it etas standards and guideliAes dev~etoped by th'asC, with the spp~prisn aacpertise. -,:For exuaplr, ia'the sbsecce o~~ a uniform foderat sandsrd oa ,8F expose, the FCC kss relied since 1985 oa the it,F exposure guidelines issued in 1982 by tha Amaticses Nsio:ut Staad~rrds Itestituu {ANSI'.: C9S:1.198Z): Ia I991, the IastituLe of Elecssical and Ele~ronc F~neers (SEE) issued. guidetiues dasigued sa replace tfu RF ANSI avdalia~. 7hase Setidelir~es (AltT:>UTEEI~ C9S.1-1992) ware edo'Pted h'y ANSL 1'he Toteco~uauacstions Acs of 1994 aiu~datts twat the FCC eompteae its proee4diaS is P7 Doclud 93-62, is which it is consideiiag vpdstus8 the. RF e » Ao labr than e#r1~-: Apgsast 1996. Copies of this pzoceedtl~ qa lx obtained from the Iatzras:ioasl "Zranscciptiat Servica, Inc. (ITS} selephoae 202-857-3800. Presa:dy.liF etais~i~ calcrit~aents aye d ut Section 1.I307(b} of the FCC's rotes . 47 C.F.R §2I3o7~b}, fbr nit services. PCS has service specifi,a RF ectissioa';provsioas in Section u.32 of-the FcC's';vles. 47 C.F:R ~ .24.52. Additicual in foci r.~aceiaag jtF et~sion .l~ssards qn be` obtsined through a variety of sources• (l j Iafo:mstioa t:vacaraina RF' hsarcdt aas be obtrined on tiu Wand ~dc Web at hnpa/www.fecgovroex/fi~gs, RF ssfgtY q~ions +~re ~ and fistther IiF dQwataus and iaftutaateon s~ mnniaial imdar tka CoEltiisr telephony Sation (2j C1E? $stiletins S6 sad 63 .effects and pv~atisl RF haards can be ~I stia ~~ Y ~i~ as 202.41$ Zs64. Additionalty~ nay $c "9uest~s cx~amng xF isazacds rsa be m~aed by eoataca::g _ihe FCC :x thin phoasa off. the FCC auintsitts s Commtacaxiaas and ;Crisis Msoagesneat Ceate~ which is sts<$'ed 20 houta s dsy, savan -dqs a week. In the ewxtt of as ga~aary~ sneh as s t~ofroqueacy hard ~ :public afaty: or hoalth, yon msY csU ZC2-63Z-69?S, 1~u :watch officer 7iiThQ Qui~Rli it thst Ainaber can our camptianoa peaowul is your ~ and dizpatrh tbetn within a Hunter oi~ Pius. ~, . r Q~~ To College Station City Planners I object to the construction of a celular communications tower at 200 Cooner. I live only about 100 feet from the proposed site at 400 Eisenhower St. This tower is totally inapproprate for the neighborhood for the following reasons: • It does not fit with the rest of the neighborhood. It has mostly single family dwellings with a few apartments and some low lying office buildings. This tall tower would be more appropriate in an industrial-commercial section. This would lower property values because of its looks. • It would ruin the looks of our neighborhood and ,an important entrance to the city. Visitors to the city using University Drive, a main entrance to the city., Texas A&M University and to the George Bush Library would see this ugly tower. What sort of impression is this? This negates a lot of city beautification projects. Why have nice sidewalks and landscaping when a huge ugly tower is all you see. • It could blow over or be struck by lightning so this could increase all our insurance rates. It could be a danger to all of us in the neighborhood. • Discrimination ... because many of the persons who live in this neighborhood are minorities or poor. Would you allow this tower to be put in a rich all-white neighborhood? Do you want it in you backyard? • It does not fit with the city plan for this area. If this is allowed we do not have effective zoning. Is this really what we want for this area? In summary, the request for a conditional use permit should be denied because It would be totally inappropriate. Lyne Galloway 400 Eisenhower College Station, Tx 77840 ~~~ i _. ~I ,, ~ ,._ ~- ~ ..., ~ r-, :. --. ._ i i i-~, ~; i -~ 'I '',i ~~~< -: ~-.;, .~ ;,. ,~ w I i~.i ~,, AMERICAN PORTABLE TELECOM 50M LSR-75 (160' + PLATFORM] SITE: A3K-002 LCI FILE #4470282 PERMIT PACKAGE C~ ~r~~wc ~~=~ A a ~ ~ x 0 a N K n x h b N J n n A n x 0 N ~ h ~ x 0 VI ry J • n n n x 0 N ry ~ N ~ X b N ry J A M M ~ ~ x a 0 Q N ~ x n C vi n A H d • ~ x M Q N ~ x b N h h J A h ~ ~ i n x h W ~ rf x ~ A of ~ A x x n K N ^ 'n J ~ J ~ A N ' ~ ' i ~ h ..' A h n x n tf h 0 Q _ U! A A .. J C1 J a n n _• x o h ' 0 n N ~ ri n b n ~ x x N h h n J J J ~ ~ ~ ~ = ~ a o ~ bi ~ a ~ Wi ~ t: ~ + ~ ~ ~ 7C C R, >Z C m ;N SPECIFICATION: EIA-222-E-199t a _ ~ x ~ F- ~ p O ; ~ O `^ :WIND SPEED: 100 MPH ~ o v Q a AL ICE: 0" z - J ~ ~. a ~ a ~ j + N oJi J m ~ ~ ~ m W fa' ca J a N CO J 0= ~' J ~ a z N € o n ~o_QNOp ov~ Z U ' p C~ ~ J Y w ~+ fn ~ ncn ~~ d W~ O Q ~f- vVi Z V' O Q l1') TENNA LOADS LCl PLATFORM ®TOP TRlSECTORS ®TOP OR STO 61-SECTORS ®TOP -- 1 5/8" TX LINES O 2 <_ G N ~ 2 ~ a N C7 Z~F O ~ < ~ Z ~ ~ 3 W ~mv U ~ < aam Gy~J W ~ :: ~~_ 0 ~~~ c~cu m Y ~ a a) ~" ~i-` Y;i ~ N GIB, v~ ,.~, M )c ."°; i"^ ~ ~. ~S': Q,, ;.m "` c A~ s, `W~~~~. ~ _. .n FOUNDATION REACTIONS LEG UPLIFT. = 200 KIPS LEG OOWNLOAO = 231 KIPS LEG SHEAR = 23 KIPS TOTAL O.T.M = 3420 FT-KIPS 17.79' C/C FDN ~^' S'^~{ ~A. .0-.9 ' ,t ,9 O Yd5 Zl ,0-,6Z - _0-,1 O 'Vd5 6Z) IJ -IIIIJ 1= - - . s:~~ ` ;n rn7n-r~ r7~-r r~-ri- ~d • •a I I I I I I I I I I I I i I I I I f;• ° ~ I I I I I L 1 f l l Iflllll 1 1 I i l i 1' ll I :U1 U1 U1J_,1,•r~ • I I _ I i I I I 1J L1J 1111= I~ IIIII 0 ~~W b y'w9 b~ bi ~< o a~ U z ~~W x N ~ N ~O O W ( ~ Q ~ K r1 V ~ ~ TVi (.7 Nib ~J~ v0^ ry~10 v W /7 F ~ U 2 ~ ~ ~ O N o ~ O ~ c~ o p w ~ 1= ~i= wOF¢' 3 ~ F.._ l.L (n ~°, Z m J C~ w ~ a w I u J F' ~ -~ Q ~ ~' O N 2 (~ ~ ~ U z a h ~ ~ ~ p N O Z I i a. 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A.P.T, 160' LSR-75 + PLATFORM, 100 MPH BASIC WZND, (9) TRISECTORS W/AMPS C1 TOP i _. MAST GEOMETRY ( ft ) i i ~ PANEL NO.OF ELEV.AT ELEV.AT F.W..AT F.W..AT TYPICAL TYPE LEGS BOTTOM TOP BOTTOM TOP PANEL j HEIGHT X 3 155.00 160.00 6.25 6.25 5.00 X 3 150.00 155.00 6..25 6.25 5.00 X 3 145..00 150.00 6.25 6.25 5.00 X 3 140.00 145.00 6.25 6.25 5.00 X 3 135.00 140.00 6.25 6.25 5.00 X 3 130.00 135.00 6.25 6.25 5.00 '- X 3 125.00. 130.00 6.25 6.25 5.00 X 3 120.00 125.00 6.25 6.25 5.00 ~ X 3 115.00 120.00 6.73 6.25 5.00 X 3 110.00 115.00 7.21 6.73 5.00 X 3 105.00 110.00 7.69 7.21 5.00 X 3 100.00 105.00 8.17 7.69 5.00 _,__ X 3 95.00 100.00 8.65 8.17 5.00 ~ X 3 9D.00 95.00 9.14 8.65 5.00 X 3 85.00 90.00 9.62 9.14 5.00 X 3 80.00 85.00 10.10 9.62 5.00 X 3 75.00 80.00 10.58 10.10 5.00 j X 3 70.00 75.00 11.06 1.0.58 5.00 ,i X 3 65.00 70.00 11.54 11.06 5.00 X 3 60.00 65.00 .12.02 11.54 5.00 X 3 50.00 60.00 12.98 12.02 10.00 ' X 3 40.00 50..00 13.94 12.98 10.00 X 3 30.00 40.00 14.90 13.94 10.00 X 3 20.00 30.00 15.87 14.90 10.00 X 3 10.00 20.00 16.83 15.87 10.00 X 3 .00 10.00 17.79 16.83 10.00 MEMBER PROPERTIES ~ MEMBER BOTTOM TOP X-SECTN RADIUS ELASTIC _ THERMAL j ,TYPE. -~,ELEV ELEV AREA OF GYRAT MODULUS EXPANSN _.- ft ft in.sq in ksi /C deg.. j LE 140.00 160.00 3.142 .000 29000. .0000000 `~ LE 120.00 140.00 4.909 .000 29000. .0000000 LE 100.00 120.00 5.940 .00-0 29000. .0000000 ! LE 60.00 IO-0.00 7.069 .000 29000. .0000000 ;~ LE 20.00 60.00 8.296 ,000 29000. .0000000 LE .00 20.00 9.621 .000 29000.. .0000000 DI 80.00 160.00 .937 .000 29000. .0000000 DI 60.00 80.00 1.187 .000 29000. .0000000 DI 20.00 60.00 1.437 .000 29000. .0000000 j DI .00 20.00 1.687 .000 29000. .0000000 HO 140.00 160.00 .937 .000 29000. ..0000000 HO 120.00 140.00 .001 .000 29-000.. .00000-00 HO 100.00 120.00 .937 .000 29000. .0000000 HO .00 100.00 .001 .000 29000. .0000000 J ~_d i LOADING CONDITION i A =_ ____=°___ ___ _____________ ________ __________ ____________ ~ Loading 1; Wind from 0 ~ ,.~ MAST LOADING LOAD ELEV APPLY..LOAD ..AT LOAD .......FORCES ...... ......MOMENTS...... ! TYPE RADIUS a AZI AZI HORIZ DOWN VERTICAL TORSNAL ft ft kip kip ft-kip ft-kip '~ C 160.0 .00 .0 .0 1.63 1.80 .00 ,00 C 160.0 .00 .0 .0 2.55 .17 .00 .00 D 160.0 .00 .0 .0 ,21 .10 .03 .00 D 140..0 .00 .0 .0 .20 .10 .03 .00 D 140.0 .00 .0 .0 .19 .11 .03 .00 D 120.0 .00 .0 .0 .18 .11 .03 .00 D 120.0 .00 .0 .0 .20 .13 .03 .00 D 115.0 .00 .0 .0 .20 .13 .03 .00 D 115.0 .00 .0 .0 .20 .13 .03 .00 __ D 110.0 .00 .0 .0 .20 .13 .03 .00 D 110.0 .00 .0 _0 .20 .13 .04 .00 D- 105.0 .00 .0 .0 .20 .13 .04 .00 D 105.0. .00 .0 .0 .21 .14 .04 .00 D 100.0 .00 .0 .0 .21 .14 .04 .00 D 100.0 .00 .0 .0 .19 .13 .04 .00 _ D 95.0 .00 .0 .0 .19 .13 .04 .00 D 95.0 .00 .0 .0 .19 .14 .OS .00 D 90.0 .00 .0 .0 .19 .14 .OS .00 D 90.0 .00 .0 .0 .19 .14 .O5 .00 D 85.0 .00 .0 .0 .19 .14 .OS .00 D 85.0 .00 .0 .0 .19 .14 .OS .00 D 80.0 .00 .0 .0 .19 .14 .OS .00 ' D 80.0 .00 .0 .0 .20 .15 .OS .00 D 75.0 .00 .0 .0 .20 .15 .OS .00 D 75.0 .00 .0 .0 .20 .16 .06 .00 D 70.0 .00 .0 .0 .20 .16 .06 .00 D 70.0 .Od .0 .0 .20 .16 .06 .00 D 65.0. .00 .0 .0 .20 .16 .06 .00 ' D 65.0 .00 .0 .0 .20 .16 .06 .00 D 60.0. .00 .0 .0 .20 .16 .06 .00 _, D 60.0 .00 .0 .0 .20 .17 .07 .00 D 50.0 .00 .0 .0 .20 .17 .07 .00 D 50.0,.._.. ~-- .00 .0 .0 ,19 .18 .07 .00 jl ~ - .. D __ 40.0 _ •- . .00 .0 .0 .19 .18 _: .07 .` . _ _ ''.00. _ .. 40.0 .. D - .00 .0 .0 .18 .18 .OS .00 D '' 30.0 .00 .0 ,0 .18 .18 .08 .00 D 30.0 .00 .0 .0 .18 .18 .08 .00 D 20.0 .00 .0 .0 .18 .18 .08 .00 I D 20.0 .OA .0 .0 .20 .21 .09 .00 ' D 10.0 .00 .0 .0 .20 .21 .09 .00 D 10.0 .00 .0 .0 .21 .22 .09 .00 '! D .0 '~ .00 .0 .0 .21 .22 .09 .00 ,--- SUPPRESS PRINTING '', ...FOR THIS LOADING.. .........MAX IMUMS.......... _~ LOADS DISPL MEMBER FOUNDN ALL DISPL MEMBER FOUNDN INPUT . FORCES LOADS FORCES LOADS r- no yes yes yes no no no no LOADING CONDITION B _________________________________________________________ Loading 1; Wind from 30 MAST LOADING LOAD ELEV APPLY..LOAD..RT .LOAD ......eORCES ...... .......MOMENTS....... TYPE RADIUS AZI RZI HORIZ DOWN VERTICAL TORSNRL ft ft kin kip ft-kip ft-kip C 160.0 .00 .0 30.0 1.63 1.80 .00 .00 C 160.0 .00 .0 30.0 2.55 .17 .00 .00 D 160.0 .00 .0 30.0 .21 .10 .03 -.09 D 140.0 .00 .0 30.0 .20 .10 .03 -.OS D 140.0 .00 .0 30.0 .19 .11 .03 -.08 D 120.0 .00 .0 30:0 .18 .11 .03 -.OS D 120.0 .00 .0 30.0 .20 .13 .03 -.OS D 115.0 .00 .0 .30.0 .20 .13 .03 -.O8 D 115.0 .00 .0 30.0 .20 .13 .03 -.09 D 110.0 .00 .0 30.0 .20 .13 .03 -.09 D 110.0 .00 .0 30.0 .20 .13 .04 -.09 D 105.0 .00 .0 30.0 .20 .13 .04 -.09 D 105.0 .00 .0 30.0 .21 .14 .04 -.10 D 100.0. .00 .0 30.0 .21 .14 .04 -.10 D 100.0. .00 .0 30.0 .19 .13 .04 -.10 D 95.0 .00 .0 30.0 .I9 .13 .04 -.10 D 95.0 .00 .0 30.0 .19 .14 .OS -.11 D 90.0 .00 .0 30.0 .19 .14 .OS -.11 D 90.0 :00 .0 30.0 .19 .14 .OS -.11 D 85.0 .00 .0 30.0 .19 .14 .OS -.11 D 85.0 .00 .0 30.0 .19 .14 .OS -.11 D 80.0 .00 .0 30.0 .19 .14 .OS -.11 D 80.0 .00 .0 30.0 .20 .15 .OS -.12 D 75.0. .00 .0 30.0 .20 .15 .OS -.12 D 75.0 .00 .0 30.0 .20 .16 .06 -.12 D 70.0. . .00 .0 30.0 .20 .16 .06 -.12 D .70.0 .00 .0 30.0 .20 .16 .06 -.12 D 65.0 .00 .0 30.0 .20 .16 .06 -.12 D 65.0 .00 .0 30.0 .20 .16 .06 -.13 D 60.0. ._.,_ .00 .0 30.0 .20 .16 .06 -.13 D 60.0 ':.~ .00 .0 30.0 .20 .17 .07 -.13 D 50.0 .00 ~ .0 30.0 .20 .17 .07 -.13 D ,.$~.0 .00 .0 30.0 .19 .18 .07 -.13 D -40.0 .00 .0 30.0 .19 .18 .07 -.13 D 40.0 .00 .0 30.0 .18 .18 .08 -.13 D 30.0 .00 .0 30.0 :18 .18 .O8 -.13 D 30.0 .00 .0 30.0 .19 .18 .O8 -.14 D 20.0 .00 .0 30.0 .19 .18 .OS -.14 D 20..0 .00 .0 30.0 .21 .21 .09 -.15 D 10.0 .00 .0 30.0 .21 .21 .09 -.15 D 10.0 .00 .0 30.0 .21 .22 .09 -.16 D .0 .00 .0 30.0 .21 .22 .09 -.16 SUPPRESS PRINTING ~~~~ ~ , u J ...FOR. THIS LOADING:.. ,.,...,,,MAX IMUMS.......... j LOADS DISPL MEMBER FOUNDN ALL DISPL MEMBER FOUNDN INPUT FORCES LOADS FORCES LOADS ~ no yes yes yes no no no no _' LOADING CONDITION C ___ ____ _______ _____________ _______ __________ _____________ •-, Loading 1; Wind from 60 MAST LOADING LOAD ELEV APPLY..LOAD..AT LOAD ......FORCES ...... ......MOMENTS...... i _- TYPE RADIUS AZI AZI. HORIZ DOWN VERTICAL TORSNAL ft ft kip kip ft-kip ft-kip C 160.0 .00 .0 60.0 1.63 1.80 .00 .00 C 160.0 .00 .0 60.0 2.55 .17 .00 .00 D 160.0. .00 .0 60.0 .21 .10 .03 -.14 ` D 140.0 .00 .0 60.0 .21 .70 .03 -,13 D 140.0 .00 .A 60.0 .19 .11 .03 -.13 D 120.0 .00 ,0 6 0.0 .18 .11 .03 -.13 D 120.0 .00 .0 60.0 .20 .13 .03 -.13 ~~ D 115.0 .00 .0 60.0 .20 .13 .03 -.13 D 115.0 .00 .0 60.0 .21 .13 .03 -.14 D 110.0 .00 .0 60.0 .21 .13 .03 -.14 D 110.0 .00 .0 60.0 .21 .13 .04 -.15 __ D 105.0' .00 .0 60.0 .21 .13 .04 -.15 D 105.0 .00 .0 60.0 ,21 .14 .04 -.16 ',i __ D 100.0 _00 .0 60.0 .21 .14 .04 -.16 D 100.0 .00 .0 60.0 .19 .13 .04 -.16 D 95.0 .00 .0 60.0 .19 .13 .04 -.16 ',~ D 95.0 .00 .0 60.0 .19 .14 .O5 -.17 D 90.0 .00 .0 60.0. .19 .14 .OS -.17 D 9-0.0 .00 .0 60.0 .19 .14 .OS -.18 D 85.0 .00 .0 60.0 .19 .14 .OS -.18 "' D 85.0 .00 .0 60.0 .19 .14 .OS -.18 D 80.0 .00 .0 60.0 .19 .14 .O5 -.18 i D 80.0 .00 .0 60.0 .21 .15 .OS -.19 D 75.0 .00 .0 60.0 .21 .15 .OS -.19 -- D 75.0 .00 .0 60.0 .21 .16 .06 -.20 D 70.0. .00 .0 60.0 .21 .16 .06 -,20 D 70.0::__, .00 .0 60.0 .21 .16 .06 -.20 . , ' ' D 65.0 ::.- .40 .0 60.0.. _21 .16 .06 . . _ .20 D :`65.0 _ .00 .0 60.0 .21 .16 .06 -.20 D 60'.0 .00 .0 60.0 .21 .16 .06 -.20 ',~ ~ D 60.0 .00 .0 60.0. .21 .17 .07 -.21 'ji D 50.0 .00 .0 60.0 .21 .17 .07 -.21 D 50.0 .00 .0 60.0 .20 .18 .07 -.21 D 40.0 .00 .0 60.0 .20 .18 .07 -,21 ',a -_ D 40.0 .00 .0 60.0. .19 .18 .08 -.21 ' D 30.0 .00 ,0 60.0 .19 .18 .O8 -.21 D 30.0 .00 .0 60.0 .19 .18 .08 -.22 __, D 20.0 .00 .0 60.0 .19 .18 .O8 -.22 D 20.0 .00 .0 60.0 .22 .21 .09 -.24 ' D 10.0 .00 .0 60.0 .22 .21 .09 -.24 D 10.0 .00 .0 60.0 .22 .22 .09 -.25 -' 'i D .0 00 .0 fi0.0 .22 .22 .09 -.25 ~j L:I SUPPRESS PRINTING ...FOR THIS LOADING.. .........MAXIMUMS.......... LOADS DSSPL MEMBER FOUND N ALL DISPL MEMBER FOUNDN INPUT 1 FORCES .LOAD S FORCES LOADS -- no yes yes yes no no no no LOADING CONDITION D __ _______ _____ _____________ _______ __________ _____________ Loading 1; Wind from 90 MAST LOADING LOAD ELEV APPLY..LOAD..AT LOAD ......FORCES ...... ......MOMENTS...... TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL ft ft kip kip ft-kip ft-kip C 160.0 .00 .0 90.0 1.63 1.80 .00 .00 C 160.0 .00 .0 90.0 2.55 .17 .00 .00 D 160.0 .00 .0 90.0 .13 .10 .03 -.02 D 140.0 .00 .0 90.0 .12 .10 .03 -.02 __~ D 140.0 .00 .0 90.0 .11 .11 .03 -.02 D 120.0 .00 .0 90.0 .10 .11 .03 -.02 D .,120.0 .00 .0 90.0 .12 .13 .03 -.02 D 115..0 .00 .0 90.0 .12 .13 .03 -.02 _ D 115.0.. .00 .0 90.0 .13 .13 .03 -.03 D 110.0 .00 .0 90.0 .13 .13 .03 -.03 D 110.0 .00 .0 90.0 .13 .13 .04 -.03 D 105.0 .00 .0 90.0 .13 .13 .04 -.03 D 105.0 .00 .0 90.0 .13 .14 .04 -.03 °' D 100.0 .00 .0 90.0 .13 .14 .04 -.03 D 100.0 .00 .0 9D.0 .12 .13 .04 -.03 D 95.0 .00 .0 90.0 .12 .13 .04 -.03 D 95.0 .00 .0 90.0 .12 .14 .OS -.03 - D 90.0 .00 .0 90.0 .12 .14 .OS -.03 D 90.0 .00 .0 90.0 .12 .14 .OS -.03 -i D 85.0 .00 .0 90.0 .12 .14 .OS -.03 D 85.0 .00 .0 90.0 .12 .14 .OS -.04 ___, D 80.0 .00 .0 90.0 .12 .14 .OS -.04 D 80.0 .00 .0 90.0 .13 .15 .OS -.04 D 75.0:_.;_. .00 .0 90.0 .13 .15 .OS -.04 _.. D.. 75.0 =,' .00 .0 90.0„ .14 _.16 .06 -.04 _; D a ~ _. 70.0 _ .00 .0 90.0 .14 .16 .06 -.04 D - 70.0 .00 .0 90.0 .14 .16 .06 -.04 D 65.0 .00 .0 90.0 .14 .16 .06 -.04 D 65.0 .00 .0 90.0 .14 .16 .06 -.04 D 60.0 .00 .0 90.0 .14 .16 .06 -.04 ~_ D 60.0 .00 .0 90.0 .13 .17 .07 -.04 D 'i 50.0 .00 .0 90.0 .13 .17 .07 -.04 ~ D 50.0 .00 .0 90.0 .13 .18 .07 -.04 D 40.0 .00 .0 90.0 .13 .18 .07 -.-04 D 40.0 .00 .0 90.0 .13 .18 .08 -.04 D 30.0 .00 .0 90.0 .13 .18 .08 -.04 D 30.0 .00 .0 90.0 .13 .18 .O8 -.OS D 20.0 .00 .0 90.0 .13 .18 .O8 -.O5 _:_: _ D 20.0 .00 .0 90.0 .15 .21 .09 -.OS D 10.0. .00 .0 90.0 .15 .21 .09 -.OS L _. '~ D 10.0 .00 .0 90.0 .16 .22 .09 -.OS ~, D _, .0 .00 .0 90.0 .16 .22 .09 -.OS SUPPRESS PRINTING ...FOR THIS LOADING.. .........MAX IMUMS.. ........ LOADS DLSPL MEMBER FO UNDN ALL DZSPL MEMBER FOUNDN INPUT i FORCES LOADS FORCES LOADS j __ i I no yes yes yes no no no no LOADING CONDITION - E ___ ___ '_______ - - _____________ _______ ___________ ____________ j Loading 1; Wind from 120 ''i MAST LOADING ' LOAD ELEV APPLY..LOAD..AT LOAD ......FORCES ...... ......MOMENTS...... TYPE RADIUS AZI AZZ HORIZ DOWN VERTICAL TORSNAL `- ft ft kip kip ft-kip ft-kip C 160.0 .00 .0 120.0 1.63 1.80 .00 .00 C 160.0 .00 .0 120.0 2.55 .17 .00 .00 D -160.0 .00 .0 120.0 .20 .10 .03 -.14 -~ D 140.0 .00 .0 120.0 .19 .10 .03 -.13 D 140.0 .00 .0 120.0 .18 .11 .03 -.13 D 120.0 .00 .0 120.0 .17 .11 .03 -.13 D 120.0. .00 .0 120.0 .19 .13 .03 -.13 D 115.0 .00 .0 120.0 .19 .13 .03 -.13 D i 115.0 .00 .b 120.0 .19 .13 .03 -.14 D 110.0 .00 .0 120.0 .19 .13 .03 -.14 __ D 110.0 .00 .0 120.0 .19 .13 .04 -.15 D 105.0 .00 .0 120:0 .19 .13 .04 -.15 D 105.0 .00 .0 120.0 .19 .14 .04 -.16 D 100.0 .00 .0 120.0 .19 .14 .04 -.16 - D 100.0 .00 .0 120.0 .18 .13 .04 -.16 D 95.0 .00 .0 120.0 .18 .13 .04 -.16 ' D 95.0 .00 .0 120.0 .18 .14 .OS -.17 D 90.0 .00 .0 120.0 .18 .14 .OS -.17 D 90.0 .00 .0 120.0 .18 .14 .OS -.18 ' D 85.0 .00 .0 120.0 .18 .14 .OS -.18 ~ -, D 85.0 =_ .00' .0 120.0 .18 .14 .OS -.18 D 80.0 = ' .00 .0 120.0 .18 .14 __ - .O5 _ _ -.18 D _ 80.0 _ .00 .0 120.0 .19 :15 .OS -.19 D I '`75.0 .00 .0 120.0 .19 .15 .OS -.19 'I D 75.0 .00 .0 120.0 .19 .16 .06 -.20 D 70.0 .00 .0 120.0 .19 .16 .06 -.20 I; D 70.0 .00 .0 120.0 .19 .16 .06 -.20 ~I D 65.0 .00 .0 120.0 .19 :16 .06 -.20 i D 65.0 .00 .0 120.0 .19 .16 .06 -.20 ~'~ D 60.0 .00 .0 120.0 .19 .16 .06 -.20 li D 60.0 .00 .0 120.0 .19 .17 .07 -.21 ' D 50.0 .00 .0 120.0 .19 .17 .07 -.21 D 50.0 .00 .0 120.0 .18 .18 .07 -.21 D 40.0.. .00 .0 120.0 .18 .18 .07 -.21 D 40.0 .00 .0 120.0 .17 .18 .OS -.21 D 30.0 .00 .0 120.0 .17 .18 .O8 - 21 D 30.0 .00 .0 120.0 .17 .18 .O8 -.22 r D 20.0 .00 .0 120.0 .17 .18 .OS -.22 D 20.0 .00 .0 120.0 .19 .21 .09 -.24 -' D 10.0 .00 .0 120.0 .19 .21 .09 -.24 D ` 10.0 .00 .0 120.0 .20 .22 .09 -.25 D i ~ .0 .00 .0 120.0 .20 .22 .09 -.25 ~ -- SUPPRESS PRINTING ...FOR THIS LOADIN G.. ..........MAX IMUMS.. ........ !,_i LOADS DISPL MEMBER FOUNDN ALL DISPL MEMBER FOUNDN 9 INPUT 'a~I FORCES LO ADS FORCES. LOADS 1 kill no yes yes y es no no no no I _i LOADING CONDITION F ___ ____ _______ _____________ _______ __________ _____________ Loading 1; Wind from 150. - MAST LOADING LOAD ELEV APPLY..LOAD..AT LOAD. . ......FORCES ...... ......MOMENTS...... -, TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL ft ft kip kip ft-kip. ft-kip C 160.0 .00 .0 150.0 1.63 1.80 .00 .00 C 160.0 .00 .0 150.0 2.55 .17 .00 .00 D 160.0 .00 .0 150.0 .21 .10 .03 -.09 _~ D 140.0 .00 .0 150.0 .20 .10 .03 -.08 D 140.0 .00 .0 150.0 .19 .11 .03 -.08 D 120.0 .00 .0 150.0 .18 .11 .03 -.08 D 120.0 .00 .0 150.0 .20 .13 .03 -.08 `- D 115.0 .00 .0 150.0 .20 .13 .03 -.08 D 115.0 .00 .0 150.0 .20 .13 .03 -.09 D 110.0 .00 .O 150.0 .20 .13 .03 -.09 l'i D 110.0 .00 .0 150.0 .20 .13 .04 -.09 D 105.0 .OU .0 150.0 .20 .13 .04 -.09 D 105.0 .00 .0 150.0 .21 .14 .04 -.10 - D 100.0 .00 .0 150.0 .21 .14 .04 -.10 D 100.0 .00 .0 150.0 .19 .13 .04 -.10 D I 95.0 .00 .0 150.0 .19 .13 .04 -.10 D I 95.0 .00 .0 150.0 .19 .14 .OS -.11 D , - .. D 90.0 :. .._.___ 90.0 -- .00 .00 .0 .0 150.0 150.0 .19 .19 __ .14 .14 .OS .05.. -.11 ._-. =.11 D `85.0 _ .00 .0 150.0 .19 .14 .OS -.11 D " 85.0 .00 .0 150.0. .19 .14 .OS -.11 ' D 80.0 .00 .0 150.0 .19 .14 .OS -.11 D 80.0 .00 .0 150.0 .20 .15 .OS -.12 D III 75.0 .00 .0 150.0 .20 .15 .OS -.12 ' - D 75.0 .00 .0 150.0 .20 .16 .06 -.12 D 70.0 .00 .0 150.0 .20 .16 .06 -.12 I' - D 70.0 .00 .0 150.0 .20 .16 .06 -.12 D 65.0 .00 .0 150.0 .20 .16 .06 -.12 - D 65.0 .00 .0 150.0. .20 .16 .06 -.13 D 60.0 .00 .0 150.0 .20 .16 .06 -.13 D 6 0.0 .00 .0 150.0 .20 .17 .07 -.13 D 50.0 .00 .0 150.0 .20 .17 .07 -.13 .i D 50.0- .00 .0 150.0 .19 _18 .07 -.13 _ D ,~ ~~ li,I __ 40.0 .00 .0 150.0.. . .19 .18 .07 -.13 i ~ D 40.0 .00 .0 150.0 .18 .18 .OS -.13 D 30.0 .00 .0 150.0 .18 .18 .08 -.13 j D 30.0 .00 .0 150.-0 .19 .18 .08 -.14 D 20.0 .00 .0 150.0 .19 .18 .O8 -.14 I D 20.0 .00 .0 150.0 .21 .21 .09 -.15 D 10.0 .00 .0 150.0 .21 .21 .09 -.15 -- D 10.0 .00 .0 150.0 .21 .22 .09 -.16 D .0 .00 .0 150.0 .21 .22 .09 -.16 SUPPRESS PRINTING --~ ...FOR THIS LOADING.. .........MAX IMUMS.......... LOADS DISPL MEMBER FOUNDN ALL DZSPL MEMBER FOUNDN __, INPUT I FORCES LO ADS FORCES LOADS ~~ no yes yes y es no no no no -, LOADING CONDITION ~:1 G ___ ____ _______ _____________ ________ _________ _____________ Loading 1; Wind from 180: MAST LOADING LOAD J ELEV APPLY..LOAD..AT LOAD ......FORCES ...... ......MOMENTS...... TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL _ ft ft kip kip ft-kip ft-kip C 160.0 .00 .0 .180.0 1.63 1.80 .00 .00 C 160.0 .00 .0 180..0 2'.55 .17 ,00 .00 D 160.0 .00 .0 180.0 .23 .10 .03 .00 D 140.0 .00 .0 180.0 .22 .10 .03 .00 ' -" D 140.0 _00 .0 180.0 .20 .11 .03 .00 D 120.0 .00 .0 180.0 .20 .11 .03 .00 D 120.0 .00 .0 180.0 .22 .13 .03 .00 !~ D 115.0 .00 .0 180.0 .22 .13 .03 .00 -- D 115.0 .00 .0 180.0 .22 .13 .03 .00 ' D 110.0 .00 .0 .180.0 .22 .13 .03 .00 _ D 110.0 .00 .0 180.0 .22 .13 .04 .00 D 105.0 .00 .0 180.0 .22 .13 .04 .00 D 105.0 .00 .0 180.0 .22 .14 .04 .00 J D 100.0 .00 .0 180.0 .22 .14 .04 .00 D 100,0,,.,._ .00 .0 180.0 .20 .13 .04 .00 D _ _ 95.0 ., .. .00 .0 180.0. .20 .13 _- .04 ` ... .: .b0 D !~ 95.0 - - .00 .0 180.0 .20 .14 .O5 .00 ' D I 90`.0 .00 .0 180.0 .20 .14 .OS .00 '~ ___ D 90.0 ,00 .0 180.0 .21 .14 .OS .00 j]' D 85.0 ,00 .0 180.0 .21 .14 .OS .00 D 85.0 .00 .0 .180.0 .21 .14 .OS .00 'I `- D 80.0 .00 .0 180.0 .21 .14 .OS .00 !i D 80.0 ,00 .0 .180.0 .22 .15 .OS .00 D 75.0 .00 .0 180.0 .22 .15 .O5 .00 D 75,0 .00 .0 180.0 .22 .16 .06 .00 ' D 70.0 .00 .0 180.0 .22 .16 .06 .00 i D 70.0 .00 .0 180.0 .22 .16 .06 .00 D 65.0 .00 .0 180.0 .22 .16 .06 .00 D ~ 65.0 .00 .0 180.0 .22 .16 .06 .00 D -~ ' 60.0 .00 _ .D 180.0 .22 .16 .06 .00 D 60.0. .00 .0 180.0 .22 .17 .07 .00 D 50.0 .00 .A 180:0 .22 .17 .07 .00 D 50.0 .00 .0 180.0 .21 .18 .07 .00 "" D 40.0 .00 .0 180.0 .21 .18 .07 .00 D 40.0 .00 .0 180.0 .20 .18 .OS .00 D 30.0 .00 .0 180.0 ,20 .18 .08 .00 D 30.0 .00 .0 180.0 .20 .18 .08 .00 - D 20.0 .00 .0 180.0 .20 .18 .08 .00 D 20.0.. .00 .0 180.0 .23 .21 .09 .00 D 10.0 .00 .0 180.0 .23 .21 .09 .00 D 10.0 .00 .0 180.0 .23 .22 .09 .00 __ D .0 .00 .0 180.0 .23 .22 .09 .00 SUPPRESS PRINTING _ :.~ ',', ...FOR THIS LOADIN G.. ..........MAXIMUMS.......... LOADS DISPL MEMBER FOUNDN ALL DISPL .MEMBER FOUNDN INPUT FORCES .LO ADS FORCES LOADS no yes yes y es no no no no LOADING CONDITION H __ _____ _______ _____________ _______ ___________ ____________ --- .Loading 1; Wind from Q10 '' MAST LOADING LOAD ELEV APPLY..LOAD ..AT LOAD :.:...FORCES :..... ......MOMENTS...... TYPE RADIU$ AZI AZI HORIZ DOWN VERTICAL TORSNAL ft ft kip kip ft-kip ft-kip ~ C 160.0 .00 .0 210.0 1.63 1.80 .00 .00 C 160..0 .00 .0 210.0 2.55 .17 .00' .00 , D 160.0 .00 .0 210.0 .21 .10 .03 .09 ' i ~ D 140.0 .00 .0 210.0 .20 .10 .03 .08 D 140.0 .00 .0 210.0 .19 .11 .03 .08 --~ D 120.0 .00 .0 210..0 .18 .11 .03 .08 D 120.0 .00 .0 210.0 .20 .13 .03 .OB - D 115.0 .00 .0 210.0 .20 .13 .03 .08 D 115.0 .00 .0 210.0 .20 .13 .03 .09 __, D 110.0 .00 .0 210.0 .20 .13 .03 .09 D 110.0 .00 .0 210.0 .20 .13 .04 .09 __-, D 105.0 :, _._. .00 .0 210.0 .20 .13 .04 .09 D 105.0 ,' .00 .0 210.0: .21 .14 _. ._04.. . -.TO D __ 100.0 _ .00 .0 210.0 __ .21 .14 .04 .10 D 1Q0.0 .00 .0 .210.0 .19 .13 .04 .10 D 95.0 .00 .0 210.0 .19 .13 .04 .10 D 95.0 .00 .0 210.0 .19 .14 .05 .11 ''{ D 90.0 .00 .0 210.0 .19 .14 .O5 .11 '~ ~ D 90.0 .00 .0 210.0 .19 .14 .OS .11 D 85.0 .00 .0 210.0 .19 .14 .OS .11 - D 85.0. .00 .0 210.0 .19 .14 .OS .11 D 80.0 .00 .0 210.0 .19 .14 .OS .11 -- D B0.0 .00 .0 210.0 .20 .15 .OS .12 D .75.0 .00 .0 210.0 .20 .15 .OS .12 D 75.0 .00 .0 210.0 .20 .16 .06 .12 D 70.0 .00 .0 210.0. .20 .16 .06 .12 i_~-; D 70.0. _ .00 .0 210:0 .20 .16 .06 .12 D 65.0 .00 .0 210.0 .20 .16 .06 .12 D 65.0 .00 .0 210.0 D 60.0 .00 .0 210.0 D 60.0 .00 .0 210.0 D 50.0 .00 .0 210.0. D 50.0 .00 .0 210.0 D 40.0 .00 .0 210.0 D 40.0 .00 .0 210.0 D 30:0 .00 .0 210.0 D 30.0 .00 .0 210.0 D 20.0 .00 .0 210.0 D 20.0 .00 .0 210.0 D 10.0 .00 .0 210.0 D 10.0 .00 .0 210.0 D ,0 .00 .0 210.0 SU PPRESS PRINTING ...FOR THIS LOADING.. LOADS DISPL. MEMBER FOUNDN .INPUT. FORCES LOADS .20 .16 .06 .13 .20 .16 .06 .13 .20 .17 .07 .13 .20 .17 .07 .13 .19 .18 .07 .13 .19 .18 .07 .13 .18 .18 .08 .13 .18 .18 .08 .13 .19 .18 .08 .14 .19 .18 .08 .14 .21 .21 .09 .15 .21 .21 .09 .15 .21 .22 .09 .16 .21 .22 .09 .16 .........MAXIMUMS.......... ALL DISPL MEMBER FOUNDN FORCES LOADS no yes yes .yes no no no no LOADING CONDITION I _________________________________________________________ Loading 1; Wind from .240 MAST LOADING _ LOAD ELEV APPLY..LOAD..AT LOAD ......FORCES ....... ......MOMENTS...... TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL ft ft kip kip ft-kip ft-kip C 160.0 .00 .0 240.0 1.63 1.80 .00 .00 C 160.0 .00 .0 240.0 2.55 .17 :00 .00 ` D 160.0 .00 .0 240.0 .20 .10 .03 .14 D 140.0 .00 .0 240.0 .19 .10 .03 .13 D 140.0 .00 .0 240.0 .18 .11 .03 .13 ' D 120.0 .00 .0 240.0 .17 .11 .03 .13 - D 120.0 .00 .0 240.0 .19 .13 .03 .13 D 115.0. .00 .0 240.0 .19 .13 .03 .13 -, D 115.0, ._ .00 .0 240.0 .19 .13 .03 .14 . D 110.0 __ v'- .00 ._ .0 240.0 .19 _ .13 -- .03 .14 __, D 110.0 _ .AO .0 240.0 .19 .13 .04 .15 D 105.0 .00 .0 240.0 .19 .13 .04 .15 _. D 105.0 .00 .0 240.0 .19 14 .04 16 ~ . . D 100.0 .00 .0 240.0 .19 .14 :04 .16 D 100.0 .00 .0 240.0 .18 .13 .04 .16 D 95.0 .00 .0 240.0 .18 .13 .04 .16 D 95.0 .00 .0 240.0 .18 .14 .OS .17 D 90.0 .00 .0 240.0 .18 .14 .OS .I7 D 90.0 .00 .0 240.0. .18 .14 .OS .18 D 85.0 .00 .0 240.0 .18 .14 .OS .18 D 85.0 .00 .0 240.0 .18 .14 .OS .18 D 80.0 .00 .0 240.0 .18 .14 .OS .18 D 80.0 .00 .0 240.0 .19 .15 .OS .19 '-' D 'i 75 0 .00 .0 240.0 _ .19 .15 .OS .19 D 'j `;.. 75.0 .00 .0 240.0 .19 .16 .06 .20 ~_. €~ D 70.0 .00 .0 240.0 .19 .16 .06 .20 ~ D 70.0 .00 .0 240.0 .19 .16 .06 .20 I k I D 65.0 .00 .0 240.0 .19 .16 .06 .20 D 65.0 .00 .0 240.0 .19 .16 .06 .20 I D 60.0 .00 .0 240.0 .19 .16 .06 .20 D 60.0 .00 .0 240.0 .19 .17 .07 .21 ' D 50.0 .00 .0 240.0 .19 .17 .07 .21 D 50.0 .09 .0 .240.0 .18 .18 .07 .21 ~_" D 40.0 .00 .0 240.0 .18 .18 .07 .21 I D 40.0 .00 .0 240.0 .17 .18 .08 .21 ' 1 D 30.0 .00 .0 240.0 .17 .18 .OS .21 D 30.0 .00 .0 240.0 .17 .18 .OS .22 ~j D 20.0 .00 .0 240.0 .17 .18 .08 .22 D 20.0 _00 .0 240.0 .19 .21 .09 .24 D 10.0 .00 .0 240.0 .19 .21 .09 .24 D 10.0 .00 .0 240.0 .20 .22 .09 :25 D .0 .00 .0 240.0 .20 _22 .09 .25 it __ SUPPRESS PRINTING ...FOR THIS LOADING.. .........MAXIMUMS.......... ~ LOADS DISPL MEMBER FO UNDN ALL DISPL MEMBER FOUNDN INPUT FORCES LOADS FORCES LOADS no yes yes yes no no no no '' LOADING CONDITION J ___ ___ ________ _____________ _______ ___________ ____________ Loading 1; Wind from 270 MAST LOADING LOAD ELEV APPLY..LOAD..AT LOAD ......FORCES ..:... ......MOMENTS...... TYPE RADIUS AZI .AZI HORIZ DOWN VERTICAL TORSNAL ft ft kip kip ft-kip ft-kip C 160.0 .00 .0 270.0 1.63 1.80 .00 .00 C 160.0 .00 .0 279.0 2.56 .17 .00 .00 ~~ D 160.0 .00 .0 270.0 .13 .10 .03 .02 - D 140.0 .00 .0 270.0 .12 .10 .03 .02 D 140.0 .00 .0 ' 270.0 .11 .11 .03 .02 D 120..0,.,_. .00 .0 270.0 .10 .11 .03 .02 ' D.. _ 12.0.0 _ .. .00 .0 270.0 .12 .13 _. .03 . ,__ .. .. .02 D 115.0 ::". ' .00 .0 270.0 .12 .13 .03 .02 D _ 1Y5.0 .00 .0 270.9 .13 .13 .03 .03 -~ D 110.0 .00 .0 270.0 .13 .13 .03 .03 D 110.0 .00 .0 270.0 .13 .13 .04 .03 ' D 105.0 .00 .0 270..0 .13 .13 .04 .03 _ D 105.0 .00 .0 270.0 .13 .14 .04 .03 D 100.0 .00 .0 270.0 .13 .14 .04 .03 I D 100.0 .00 .0 270.0 .12 13 .04 0 . 3 D 95.0 .00 .0 270.0 .12 .13 .04 .03 "' D 95.0 .00 -.0 270.0 .12 .14 .OS .03 D 90.0 .00 .0 270.0 .12 .14 .OS .03 ~- D 90.0 .00 .0 270.0 .12 .14 .O5 .03 D 85.0 .00 .0 270.0 .12 .14 .OS .03 D 85 0 .00 _:0 270:0 .12 .14 .OS_ _ .04 -_ D 80.0 .00 .0 270.0 .12 .14 .OS .04 D 80.0 .00 .0 270.0 .13 .15 .OS .04 ~i D 75.0 .00 .0 270.0 .13 .15 .OS .04 ~ D 75.0 .00 .0 270.0 .14 .16 .06 .04 'u D 70.0 .00 .0 270.0 .14 .16 .Ofi .04 D 70.0 .00 .0 270.0 .14 .16 .06 .04 D 65.0 .00 .0 270.0 .14 .16 .06 .04 D 65.0 .00 .0 270.0 .14 .16 .06 .04 D 60.0 .-00 .0 270.0 .14 .16 .06 .04 D 60.0 .00 _.0. 270.0 .13 .17 .07 .04 D 50.0 .00 .0 270.0 .13 .17 .07 .04 D 50.0 .00 .0 270.0 .13 .18 .07 .04 D 40.0 .00 .0 270.0 .13 .18 .07 .04 D 40.0 .00 .0 270.0 .13 .18 .OS .04 D 30.0 .00 .0 270.0 .13 .18 .OS .04 `J D .30.0 .00 .0 270.0 .13 .18 .08 .OS D 20.0 .00 .0 270.0 .13 .18 .O8 .OS D 20.0 .00 .0 270.0 .15 .21 .09 .OS D 10.0 .00 .0 270.0 .15 .21 .09 .OS - D 10.0 .00 .0 270.0 .16 .22 .09 .OS D .0 .00 .0 270.0 .16 .22 .09 .OS SUPPRESS PRINTING ...FOR THIS LOADING.. .........MAX IMUMS... ....... LOADS DISPL i MEMBER FOUNDN ALL DISPL MEMBER FOUNDN INPUT FORCES LOADS FORCES LOADS no yes yes y es no no ao no _______ -, LOADING CONDITION ______ R __ _____ _____ _______ _______ _____________ _____________ --- ________ ________ -- __________ __________ - ____________ ____________ Loading 1; Wind from 300 MAST LOADING LOAD ELEV APPLY..LOAD..AT LOAD .......FORCES ...... ......MOMENTS...... TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL ft ft kip kip. ft-kip ft-kip 1 i f.i C I 160.0 .00 .0 300.0 1.63 1.80 .00 .00 , '; C 160.0 .00 .0 300.0 2.56. .17 .00 .00 D ,, 160.0 :_ ._„ . 00 . 0 300. 0 .21 .10 .D3 .. .._ .. _ .:..14.. ...D - - 14-0.0 =.;" .00 .0 300.0 21 .10 .03 .13 - D 140.0 ,-. .00 .0 300.0 .19 .11 .03 .13 D 120.0 .00 .0 300.0 .18- .11 .03 .13 D 120.0 .00 .0 300.0 .20 .13 .03 .13 D 115.0 .00 .0 300.0 .20 ,13 .03 .13 ~__ D 115..0 .00 .0 300.0 .21 .13 .03 .14 D 110.0 .00 .0 300.0 .21 .13 .03 .14 - D 110.0- .00 .0 300.0 .21 .13 .04 .15 D 105.0 .00 .0 300.0 .21 .13 .04 .15 D 105.0 .00 .0 300.0 .21 .14 .04 .16 D 100.0 .00 .0 300.0 .21 .14 .04 .16 D r -i 100.0 .00 .0 300.0 .19 .13 .04 .16 D 95.0 .00 .0 300.0 .19 :13 .04 .16 D `-i 95.0 .00 .0 300.0 .19 .14 .O5 .17 D 90.0 .00 .0 300.0 .19 •~,14 .OS .17 D -, -1 90._0 .00 .0 300.0 .19 ,14 .OS .18 - _~ j - D 85.0 .00 .0 300.0 .19 .14 .OS .18 __ D 85.0 .00 .0 300.0 .19 .14 .OS .18 D 80.0 .00 .0 300.0 .19 .14 .O5 .18 D 80.0 .00 .0 300.0 .21 .15 .OS .19 D 75.0 .00 .0 300.0 .21 .15 .O5 .19 D 75.0 .00 .0 300.0 .21 .16 .06 .20 D 70.0 .00 .0 .300.0 .21 .16 .06 .20 D 70.0 .00 .0 300.0 .21 .16 .06 .20 D 65.0 .00 .0 300.0 .21 .16 .06 .20 D 65.0 .00 .0 300.0 .21 .16 .06 .20 D 60.0 .00 .0 300.0 .21 .16 .06 .20 D 60.0 .00 .0 300.0 .21 .17 .07 .21 D 50.0 .00 .0 300.0 .21 .17 .07 .21 D 50.0 .OA .0 300.0 .20 .18 .07 .21 D 40.0 .00 .0 300.0 .20 .18 .07 .21 D 40.0 .00 .0 300.0 .19 .18 .OS .21 D 30.0 .00 .0 300.0 .19 .18 .O8 .21 D 30.0 .00 .0 300.0 .19 .18 .08 .22 D 20.0 .00 .0 300.0 :19 .18 .08 .22 D 20.0 .00 .0 300.0 .22 .21 .09 .24 D 10.0 .00 .0 300.0 .22 .21 .09 .24 D 10.0 .00 .0 300.0 .22 .22 .09 .25 _, D .0 .00 .0 300.0 .22 .22 .09 .25 SUPPRESS PRINTING ' _ ...FOR THIS. LOADING.. .........MAXIMUMS.. ........ LOADS DISPL MEMBER FOUNDN ALL DISPL MEMBER FOUNDN INPUT . FORCES LOADS FORCES LOADS no yes yes yes no no no no j `. _i ------------------ j LOADING CONDITION i ------- L __ ----- _____ ------- _______ ------------- _____________ ------- _______ ----------- ___________ ---------- ____________ __ Loading 1; Wind. from 330 j MAST LOADING ~ LOAD ELEV APPLY..LOAD ..AT LOAD ......FORCES ...... ......MOMENTS...... TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL- TORSNAL ft ft kip kip ft-kip ft-kip C 160.0 ,:-.,,. .00 .0 330.0 1.63 1.80 .00 ..- ____ ....00. : ,•.C ., ... _~ 16-0.0 ;- ... .: . .00 .0 330.0. 2.56 .17 .00 .00 D 160.0 .00 .0 330.0 .2I .10 .03 .09 -~ D 1.40.0 .00 .0 330.0 .20 .10 .03 .08 D 140.0. .00 .0 330.0 .19 .11 .03 .OB _,_~ D 120.0 .00 .0 330.0 .18 .11 .03 .OS D 120.0 .00 .0 .330.0 . .20 .13 .03 .08 -~ D 115.0 .00 .0 330.0 .20 .13 .03 .O8 D 115.0 .00 .0 330.0 .20 .13 .03 .09 __, D 110.0 .00 .0 330.0 .20 .13 .03 .09 D 110.0 .00 .0 330.0 .20 .13 .04 .09 _ D .105.0 .00 .0 330.0 .20 .13 .04 .09 D 105.0 .00 .0' 330.0 .21 .14 .04 .10 D -, 100.0 .00` _ .0 330.0 .21 .14 .04 .10 D 100.0 .00 .0 330.0 .19 .13 .04 .10 p --,,, 95.0 .00 _.0 3.30..0 .19 .13 .04 .10 r ~~ I ~ 9 D 95.0 .00 .0 330.0 .19 .14 .O5 .11 D 90.0 .00 .0 330.0 .19 .14 .OS .11 D 90.0 .00 .0 330.0 .I9 .14 .OS .11 D 85.0 .00 .0 330.0 .19 .14 .OS .11 D 85.0 .00 .0 330.0 .19 .14 .OS .11 D 80.0 .00 .0 330.0 .19 .14 .OS .11 -'' D 80.0 .00 .0 330.0 .20 .15 .OS .12 D 75.0 .00 .0 330.0 .20 .15 .OS .12 ' D 7.5.0 .00 .A 330.0 .20 .16 .06 .12 D 70.0 .00 .0 330.0 .20 .16 .06 .i2 D 70.0 .00 .0 330.0 .20 .16 .06 .12 D 65.0 .00 .0 330.0 .20 .16 .06 .12 D 65.0 .00 .0 330.0 .20 .16 .06 .13 D 60.0 .00 .0 330.0 .20 .16 .06 .13 D 60.0 .00 .0 330.0 .20 .17 .07 .13 D 50.0 .00 .0 330.0 .20 .17 .07 .13 D 50.0 .00 .0 330.0 .19 .18 .07 .13 D 40.0 .00 .0 330.0 .19 .18 .07 .13 -,_, D 40.0 .00 .0 330.0 .18 .18 .O8 .13 D 30.0. .00 .0 330.0 .18 .18 .08 .13 D 30.0 .00 .0 330.0 .19 .18 .OS .14 D 20.0 .00 .0 330.0 .19 .18 .OS .14 D 20.0 .00 .0 330.0 .21 .21 .09 .15 D 10.0 .00 .0 330.0 .21 .21 .09 .15 D 10.0 .b0 .0 330.0 .21 .22 .09 .16 I D .0 .00 .0 330.0 .21 .22 .09 .16 -" SUPPRESS PRINTING ...FOR THIS LOADING.. .........MAXIMUMS.......... -~ LOADS DISPL MEMBER FOUNDN ALL DISPL MEMBER FOUNDN INPUT FORCES LOADS FORCES LOADS ' ~.,__, no yes yes yes no no no no -------------- MAST - Latticed Tower Ana lysis (Unguyed) - ------ (c) ------ 1995 Weisman Consultants Inc. Processed under license at: LEBLANC & ROYLE TELCOM INC. - Sioux City, Iowa. on: 16 jan 1997 at: 10:46:32 A.P.T, 160' LSR-75 + PLATFORM LOADING CONDITION A ___ __________ _ Loading 1; Wind from 0 LOADING CONDITION B _________________________________________________________ Loading 1; Wind from 30 LOADING'CONDITION C _________________________________________________________ Loading 1; Wind from 60 LOADING CONDITION. D _________________________________________________________ ..Loading 1; Wind from 90 ~._ LOADING CONDITION E _________________________________________________________ Loading l; Wind from 120 LOADING CONDITION F _________________________________________________________ Loading 1; Wind from 150 '_ _; LOADING CONDITION G _________________________________________________________ Loading l; Wind from 180 LOADING CONDITION. H _________________________________________________________ Loading 1; Wind from 210 -~ LOADING CONDITION I _________________________________________________________ Loading 1; Wind from .240 i LOADING CONDITION J --------- Loading 1;. wind ,from 270 _ .._ LOADING CONDITION R _________________________________________________________ Loading 1; Wind from 300 -~ .LOADING CONDITION L _________________________________________________________ Loading 1; Wind from 330 MAST - Latticed Tower Analysis (Unguyed) (c) 1995 Weisman Consultants Inc a Processed under license at: LEBLANC & ROYLE TELCOM -INC. - Sioux City, Iowa. on: 16 jan 1997 at: 10:46.:32 i _, MAXIMUM MAST DISPLACEMENTS: ELEV -----DEFLECTIONS (ft) ---- --TILTS (D EG)-- TWIST _; ft NORTH EAST DOWN. NORTH EAST DEG _ 160.0 1.141 G .949 K .008 G .747 G .623 K -.149 C 155.0 1.075 G .894 K .007 G .745 G .622 K -.149 C 150.0 1.009 G .839 K .007 G .739 G .616 K .147 R 145.0 .944 G ..785 K .006 G .728 G .607 K .145 K 140.0 .880 G .731 K .006 G .710 G .592 K .141 R 135.0 .818 G .680 K .006 G .694 G .579 K .137 R 130.0 .757 G .628 K .005 G .674 G .561 R .132 R 125.0 .697 G .579 K .005 G .648 G ..539 R .126 K 120.0 .641 G .531 K .004 G .615 G .512 K .118 R _ 115.0 .587 G .487 R .004 G .587 G .488 K .111 R 110.0 .536 G .444 R .004 G .557 G .463 K .104 R -~ 105.0 .487 G .404 K .004 G .527 G .438 R .097 R 100.0 .441 G .365 K .003 G .497 G .413 R .090 R 95.0 .398 G .330 K .003 G .471 G .391 R .083 R 90.0 .356 G .295 R .003 G .444 G .369 R .076 R __ 85.0 .317 G .263 K .003 G .418 G .347 K .070 R 80.0 .280 G .232 K .002 G .391 G .324 R .063 R 75.0 .246 G .204 K .002 G .364. G .302 R .058 R 70.0 .214 G .177 K .002 G .336 G .279 K .052 K ~ 65.0 .187 G .155 R .002 G .309 G .257 R -.047 E J 60.0 .159 G .131 K .002 G .281 G .233 K -.041 E 50.0 .112 G .093 K .001 G .233 G .194 R -.033 E 40.0 .074 G .061 R .001 G .185 G .153 K -.026 E 30.0 .044 G .036 K .001 L .136 G .113 R -.019 E 20.0 .022 G .018 K .001 L .086 G .072 K -.012 E 10.0 .006 G .005 R .000 L .043 G .036 K -.006 E .0 i .000 A .000 A .OOO A .OOO A .000 A .000 A MAXIMUM TENSION IN MAST MEMBERS (ki p) _,_ ELEV _.._ _ .. LEGS DIAG HORIZ BRACE _ fE i 160.0 ----------- --------- .74 G .00 A 1.34 A 1.95 L 155.0 ----------- --------- .29 I .00 A 6.06. A 2.35 L 150.0 ----------- --------- .49 A .00 A 11.57 A 2.85 I 145.0 ----------- --------- .68 A .00 A 18.15 A 3.30 I ' 140.0 ----------- --- .01 A .00 A 26.06 A 3.82 R ~~ 135.0 ----------- --------- .00 A .00 A 34.13 A 4.12 I 130.0 -------------------- .00 A .00 A 43.78 A 4.68 K 125.0 ------------- ------- .O1 A .OO A 53.58 A 4.92 I 120.0 ------------- ------- .32 A .00 A 61.65 A 3.70 I 115.0 ------------- ------- 1.70 A .00 A 68.11 A 3.65 I 110.0 ------------- ------- 1.58 A .00 A 74.24 A 3.83 I 105.0 ------------- ------- 1.26 A .00 A 80.65 A 3.73 I 100.0 ------------- ------- .O1 A .00 A 87.17 A 4.00 K 95.0 ------------- ------- 00 A 00 . A 92.83 A 3.89 E 90.0 ------------- ------- .O1 A .00 A 99.13 A 4.25. K 85.0 ------------- ------- .00 A .00 A 104.76 A 4.16 I 80.0 ------------- ------- .O1 A .00 A 110..97 A 4.49 K 75..0 ------------- ------- ,00 A .00 A 116.58 A 4.42 Z 70.0 ------------- ------- 01 A .00 A 122.71 A 4.78 K 65.0 ------------- ------- 00 A .00 A 128.36 A 4.68 E 60.0 ------------- ------- .O1 A .00 A 137.30 A 6.06 K 50.0 -------- ----- ------- .O1 A OO A 148.58 A 6.05 E 40.0 ------------- ------- .O1 A .00 A 160.38 A 6.50 K 30.0 ------------- ------- .O1 A .00 A 171.42 A 6.36 E 20.0 ------------- ------- .00 A .00 A 182.85 A 9.01 K 10.0 ------------- ------- .O1 A .00 A 193.76 A 7.00 K .0 ------------- ------- 00 A 00 A MAXIMUM COMPRESSION IN MAST. MEMBERS (kip) ELEV _. .LEGS DIAG HORIZ BRACE £t 160.0 -------- ------------ -.66 A .00 A -2.72 G -2.05 L 155.0 -------- ------------ -.13 J .00 A J -7.84 G -2.45 K 150.0 -------- ------------ -.30 G .00 A _ -13.80 G -3.07 K ~ 145.0 -------- ------------ -.52 G .00 A ' -2 L.03 G -3.51 K 140.0 -------- ------------ -.O1 G .00 A -29.80 G -3.60 I -- 135.0 -------- ------------ .00 G .00 A -38.40 G -4.37 K --~ 130.0. -- ------------ .00 G .00 A -49.05 G -4.41 I ~' ,- 125.0 -------------------- -.O1 G .00 A J -59.49 G -5.21 K ' 120.0 -------------------- -.27 G .00 A -68.28 G -4.04 K 115.0 -------------------- -1.55 G .00 A -75.62 G -3.96 K 110.0 -------------------- -1.44 G .00 A -82.58 G -4.18 K 105.0 -------------------- -1.15 G .00 A -89.95 G -4.02 R °-- 100.0 ------- -.O1 G .00 A -97.50 G -3.74 Z 95.0 -------------------- .00 G .OO A -103.91 G -4.19 K -; 90.0 -------------------- - O1 G 00 A -111.23 G -3.97 E 85.0 -------------------- 00 G 00 A -117.64 G -4.48 K 8.0.0 -------------------- - O1 G 00 A -124.88 G -4.19 I ''' 75.0 -------------------- .00 G 00 A ~ -131.37 G -4.76 K ,'i 70.0 -------------------- -.O1 G .00 A -13.8.56. G -4.53 K 65.0 -------------------- .OO G .00 A ' -145.14 G -5.05 R 60.0 -------------------- -.O1 G .00 A `J -155.73 G -5.96 K .50.0 -------------------- - O1 G 00 A -169.05 G -6.56 K 40.0 -------------------- -.O1 G 00 A -~ -183.18 G -6.44 K -30.0 -------------------- -.O1 G .00 A - -196.38.G -6.93 K 20.0 -------------------- 00 G OO A __, -210.31 G -6.93 K 10.0 -------------------- -.O1 G .00 A -223.69 G -7.61 R .0 -------------------- 00 A 00 A MAXIMUM INDIVIDUAL FOUNDATION LOADS: (kip) `_' ------------LOAD---COMPONENTS--- --------- TOTAL NORTH EAST. DOWN UPLIFT SHEAR - 23.II8 ~. G __'-19.60 R 230.55 G --199-.28 A -23.08 G - MAXIMUM TOTAL LOADS ON FOUNDATION (kip & kip-f t) ~' ------HORIZONTAL----- DOWN . ---------OVERTURNING--- ------.TORSION NORTH EAST TOTAL NORTH. EAST TOTAL ~ .0 @ .0 38.5 31.9 38.5 26.0 3419.9 2832.7 3419.9 -29.2 '~ -- i, G R G L G R G E SELF-SUPPORT TOWER STRESS ANALYSIS. FILE :AP7160 Date:01/16/97 10:46:43 ! MEMBER DESCRIPTION 1 P#1TYPE ID D B T 1 --1---- -- ----- ----- -----1. 11 LG SR 2.00 x 2.00 x2.0001 11 HZ 1L 2.00 x 2.00 x0.2501 11 OG 1L 2.00 x 2.00 x0.2501 11 DG 1L 2.00 x 2.00 x0.2501 --1---- -- ----- ----- -----1. 21 LG SR 2.00 x 2.00 x2.0001 21 DG 1L 2.00 x 2.00 x0.2501 21 oG 1L 2.00 x 2.00 x0.2501 --1---- -- ----- ----- -----1 31 LG SR 2.00 x 2.00 x2.0001 31 OG 1L 2.00 x 2.00 x0.2501 31 DG 1L 2.00 x 2.00 x0.2501 --1---- -- ----- ----- -----1 41 LG SR 2.00 x 2.00 x2.0001 41 DG 1L 2.00 x 2.00 x0.2501 4) DG 1L 2.00 x 2.00 x0.2501 --1---- -- ----- ----- -----1 51 LG SR 2.50 x 2.50 x2.5001 51 DG 1L 2.00 x 2.00 x0.2501 51 DG 1L 2.00 x 2.00 x0.2501 --1---- -- ----- ----- -----1. 61 LG SR 2.50 x 2.50 x2.5001 61 DG 1L 2.00 x 2.00 x0.2501 61 DG 1L 2.00 x 2.00 x0.2501 71 LG SR 2.50 x 2.50 x2.5001 71 DG 1L 2.00 x 2.00 x0.2501 71 DG 1L 2.00 x 2.00 x0.2501 81 LG SR 2.50 x 2.50 x2.5001 81 DG 1L 2.00 x.2.00 x0.250.1 81 DG 1L 2.00 x 2.00 x0.2501 --1---- -- ----- ----- -----1 91 LG SR 2.75 x 2.75 x2.7501 91 HZ 1L 2.00 x 2.00 x0.2501 s1 DG 1L 2.0o x 2.0o xo.2so1 91 DG 1L .2.00 x 2.00 x0.2501 --I---- -- ----- ----- -----1 101 LG SR 2:75 x 2.75 x2.7501 10) DG 1L Z.00 x 2.00 x0.250) 10) DG 1L.: 2 00 x 2 00 x0 2501. ..1. _-.. --- ..: -_I 111 LG -SR 2.75 X 2.75~'z2.7501- 11) OG 1L 2.00 x 2.00 x0.2501 111 DG 1L 2.00 x 2.00 x0.2501 .121 LG SR 2.75 x 2.75 x2.7501 121 DG 1L 2.00 x 2.00 x0..2501 121 DG 1L 2.00 x 2.00 x0.2501 131 LG SR 3.00 x 3.00 x3.0001 131 DG 1L 2.00 x 2.00 x0.2501 131 DG, 1L 2.00 x 2.00.x0.2501 LEN( MAX 1 ----1. 5.001 6.251 4.001 4.001. ----i. 5.001 4.001 4.001 ----1 5.001 4.001 4.001 ----1 5.001 4.001 4.001 ----1 5.001 4.001 4.001 ----1 5.001 4.001 4.001 5.001 4.001 4.001 ----1 5.00.1 4.001 4.001 5.011 6.251 4.251 3.951 5.011 4.441 4.141 5.011 4.631 4..341 5.011 4.831 4.551 5.011 5.031 4.751 3TH 1 COMPR.1 MIN 1 LOAD ! ~-----1-------1. 5.001 2.7G1 6.251 0.7A1 4.001 2.1L1 4.001 2.111 •-----1-------1. 5.001 7.8G1 4.001 2.SK1 4.001 2.SK1 •-----i-------1. 5.001 13.SG1 4.001 3.1 K1 4.001 3.1K1 •-----1-------1• 5.001 21.OG1 4.001 3.SK1 4.001 3.5K1 •-----1-------1. 5.001 29.SG1• 4.001 3.611 4.00) 3.611_ 5.00! 38.4G1 4.001 4.4K1 4:001 4.4K1 .5.001 49.1G1 4.00) 4.411 4.001 4.411. 5.001 59.5G1 4.001 5.2K1 4.001. 5.2K1 ------1-------1 .5.011 68.3G1 6.251 0.3G1 4.251 4.OK1 3..951 4.OK1 5.011 75.6G1 .4.441 4.OK1 4.141 4.OK1 5.011 82.6G1 4.631 4.2K1 4.341 4.2K1 ------1-------1 5.011 90.OG1 4.831 4.OK1 4.551 4.OK1 -----J------.1 5.011 97.5G) 5.031 3.711 4.151 3.TI'1 TENS.1 1 CAPACITY 1 BOLT INFO 1 L5R! BRG 1 MEMBER LOAD 1KL/RICOMPR.1-TENS.1 #1 Dia. 1 CAP. lENDDI CAP. ! CAP. 1 P/F -----1----1------1------1--1------1------1----1------1------1------- 1.3A1 1201 43.41 124.61 ! 1 ! 1 ! 43.41 O.O6S 0.7G1 1921 5.11 11..71 11 0.6251 12.31 30 1 11.41 5.11 0.135 2.OL1 1231 12.31 1.1.71 11 O.fi251 12.31 30 1 11.41 11.41 0.175 2.OL1 1231 12.31 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.175 -----1----1------1------1--1------1------1----1------1------1------- 6.1A1 1201 43.41 124.61. I I I 1 1 43..41 O.18S 2.4L1 1231 .12.31 11.71 11 0.6251 12.31 30 1 1 1.41 11.41 0.215 2.4L1 1231 12.31 11.71 11 0.6251 12.31 30 ! 11.41 11.41 0.215 -----1----1------1------1--1------1------1----1------1------1------- 11.6A1 1201 43.41 124.61 1 1 1 1 1 43.41 0.325 2.911 1231 12.31 11.7) 11 0..6251 12.31 30 1 11.41 12.31 0.255 2.911 1231 12.31 11.71 11 0.6251 12.31 30 1 11.41 12.31 0.255 -----1----1------1------1--1------1------1----1------1------1------- 18.2A1 1201 43.41 124.6! I I I I I 43.41 0.485 3.311 1231 12.31 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.295 3.311 1231 .12.31 11.71 1) 0.6251 12.31 30 1 11.41 11.4! 0.295 -----1----1------1------1--1------1------1----1------1------1------- zs.1A1 ss! 1oz.z1 1sa.71 l I ( I 11o2.z1 o.zsS 3.8K1 1231 12.31 11.71 11 0.625! 12.31 30 1 11.41 11.41 0.335 3.8K1 1231 1 2.31 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.335 -----1----1------1------1--1------1------1----1------1------1------- 34.1A1 961 102.21 194.71 1 ( 1 1 1 102.21, 0.385 4.111 1231 .12.31 11.71 1) 0.6251 12.31 30 1 11.41 11.41 0.365 4.111 1231 12.31 11.71 11 0.6251 12.31.30 1 11.41 11.41 0.365 -----1----1------1------1..1------1------1----1----- 1------1------- 43.8A1 961 102.21 194.71 I I I ! ! 102.2 0.48C 4.7K1 1231 12.31 11.71 11 0.6251 12.31 30 1 11.41. 11.41 0.415 4.1K1 1231 .12.31 11.71 11.0.6251 12.31 30 1 11.~F1 11.41 0.415 -----1----1------1------1--1------1------1----1-----°1------1------- 53.6A1 961 102.21 194.71 I ! I ! 1 102.21 0.58C 4.911 1231 12.31 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.43E 4.911 1231 12.31 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.43E -----1----1------1------1--1------1------1----1------1------1------- 61.7A1 871 138.61 235.61 ! ! ! I 1 138.61 0.49C 0.3A1 1921. 5.11 11.71 11 0.6251 12.31 30 1 11.41 5.11 0.055 3.711 1311. 10.91 11.71 11 0.6251 12.31 30 1 11.41 10.91 0.375 3.71) 1221 12.41 11.71 11 0.6251 12.31 30 1 11.4! 12.31 0.335 68.1A1 871 138.61 235.61 1 ! ! I 1 138.61 0.55C 3.711 1371 10.01 11.71 11 0.6251 12.31 30'1 11.4.1 10.01 0.395 3.711 1281 ._1Y.41 11.71 1! 0.6251. 12:31'30 ( 11.41 11.41 0.355 74.2A1 871 138..61 235.61 ! I I I ! 138.61 O.60C .3.811 1431 9..21 11.71 11 0.6251 12.31 30 1 11.41 9.21 0.455 3.851 1341. 10.41 11.71 11 0.6251 12.31 30 1 11,4.1 10.41 0.405 -----1----1------1------1--1------i------1----1------1------1------- 80.7A1 871' 138.61 235.61. I I I 1 1 138.61 0.65C 3.711 1491 8.51 11.71 11 0.6251. 12.31 30 1 11.41 8.51 0.475 3.711 1401 9.61 11.71 11 0.6251 .12.31 30 1 11.41 9.61 0.425 -----1----1------1------1--1------1------1----1------1------1------- 87.2A1 80) 178.91 280.31 I I ! I 1 178.91 0.55C 4.OK1 1551 7.81 11.71 11 0.6251 -12.31 30 ( 11.41 7.81 0.485 4.OK1 1461 8:71 11.71:_11-0.6251 12.31 30 1 11.41 8.71 0.435 141 LG SR 3.00 x 3.00 x3.0001 5.011 5.011 103.9G1 92.8A1 '801`178.91 280.31 I I ! ( 1 118..91 0.58C i_, j - SELF-SUPPORT TOWER. STRESS ANALYSIS. FILE :APT160 Date:01/16/97 10:46:43 I MEMBER DESCRIPTION 1 ,LENGTH I COMPR.1' TENS.1 1 CAPACITY I BOLT INFO 1 L&RI BRG 1 MEMBER P#1TYPE ID D B T I MAX I MIN 1 LOAD ( LOAD 1KU RICOMPR.1 TENS.1 #) Dia. 1 CAP. IENDDI CAP. 1 CAP. I P/F --1---- -- ---~- ----- -----1------1------I-------1-------1----1------I------1--1------I------1----1 ------1------1-------- 141 DG 1L 2.00 x 2.00 x0.2501 5.241 5.241 4.2K1. 3.9E1 1611 7.21. 11.71 11 0.6251 12.31 30 1 11.41 7.21 0.58S 141 DG 1l 2.00 x 2.00 x0.2501 4.961 4.961 4.2K1:. 3.9E1 1531. 8.01 11.11 11 0.625) 12.31 30 1 11.41 8.01 0.52S --I---- -- ----- ----- -----1------1------1-------1-------1----1------1------1--1------1------1----i-----°1------1-------- 151 LG SR 3.00 x 3.00 x3.0001 5.011 5.011. 111.2G1 99.1A1 801 178.91 280.31 1 1 I 1 1 118.91 0.62C - 151 DG 1L 2.00 x 2.00 x0.2501. 5.451 5.451 4.OE1 4.3K1 1681 6.11 11.71 11 0.6251 12.31. 30 1 11.41 6.71. 0.60S 151 DG 1L 2.00 x 2.00 x0.2501 5.181 5.181 4.OE1 4.3K) 1591. 7.41 11.71 11 0.6251 12.31 30 1 11.41 7.41 0.54S -~ --1---- -- ----- ----- -----1------1------1-------I-------I----1------1------i--1------1------1----1------1------I-------- 161 LG SR 3.00 x 3.00 x3.0001 .5.011 5.011 117.6G1 104.SA1 801 178.91 280.31 I I 1 1 1 178.91 O.66C -~ 161 DG 1L 2.00 x 2.00 x0.2501 5.661 5.661 4.5K1 4.211 1741 6.21 11.71 11 0.6251 12.31 30 1 11.41 6.2) 0.735 161 DG 1L 2.00 x 2.00 x0..2501 5.391 5.391 4.5K1 4.211 1661 6.81 11.71 11 0.6251 12.31 30 ( 11.41 6.81 O.66S --1---- -- ----- ----- -----1------1------i-------1=------1----1------I------I--1------1------1----I-----°1------1-------- 171 LG SR 3.00 x 3.00.x3.0001 5.011 5.011 124.9G1 111.OA1 801 178.91 280.31 I I 1 I 1 178.91 0.70C ~' 171 DG 1L 2.50 x 2.50 x0.2501 5.881 5.881 4.211. 4.5K1 1441 11.41 14.11 11 0.6251 12.31 30 1 11.41 11.41 0.395 17) DG 1L 2.50 x 2.50 x0.2501 5.61.1 5.611 4.2L1' 4.5K1 1371 12.61 14.1) 11 0.6251 12.31 30 1 11.41 11.41 0.39S --1---- -- ----- ----- -----1------1------I-------1-------1----1------1------1--1------1..----1----I------1------1-------- 181 LG SR 3.00 x3.00 x3.b001 5.011. 5.011 131.4G1 116.6A1 801 178.9) 280.31. 1 I ( I 1178.91 0.73C 181 DG 1L 2.50 x.2.50 x0.2501 6.091 6.091 4.8K1 4.411 1491 10.61 14.11 11 0.6251 12.31 30 i 11.41 10.61 0.45S 181 DG 1L Z.50 x 2.50 x0.2501 5.831 5.831 4.SK1` 4.411 1431 11.61 14.11 11 0.6251 12.31 30 ( 11.41 11.61 0.41S --1---- -- ----- ----- -----1------1------1-------1-------1..--I------I------1--I------I---...1----1------1------1•------- __. 191 LG SR 3.00 x 3.00 x3.0001 5.011 5.011 138.6G1'122.7A1 801.178.91 280.31 I I I i 1178.91 O.T7C 191 DG 1L 2.50 x 2.50 x0.2501 6.311 6.311 4.5K1. 4.SK1 1551. 9.91 14.11 11 0.6251 12.31 30 1 11.41 9.91 0.46S ~ t91 DG 1L 2.50 x 2.50 x0.250 6.05 6.05 4.SK- 4.8K 148 10.8 14.1 1 0.625 12.3 30 11.4 10.8 0.42S ----I ._...I .---I ------L. -----1 I 1 I I I I I I I ---- -- ----- ----- - - -- - -- (----i------1------1--i------1------1----1------1------1---- 201 LG SR 3.00 x 3.00.x3.0001 5.011 5.011 145.1G1.128.4A1 801 178.91 280.31 1 I I 1 ( 178.91 0.81C 201 DG 1L 2.50 x 2.50 x0.250) 6.531 6.531. 5.1K1~ 4.7E1 1601 9.31 14.11 11 0.6251 12.31. 30 1 11.41 9.31 0.55S 201 DG 1L 2.50 x 2.50 x0.2501 6.271 6.271 5.1K1.' 4.7E1 1531 10.1) 14.11 11.0.6251 12.31 30 1 11.41 10.11. 0.505 --1---- -- ----- ----- -----1------1------I-------1=------I----I------1------I--I------I------I----1------1------1-------- 21 LG SR 3.25 x 3.25 x3.250 10.02 5.01 155.7G :~137.3A 74 223.4 329.0 223.4 0.10C `' I I I I ( I I i f I i 21) DG 1L 3.00 x 3.00 x0.2501 8.311 8.311 6.DK 1 6.1K1 1691 10.01 16.71 11 0.7501 17.71 35 1 13.31 10.01 0.59S 211 DG 1L 3.00 x 3.00 x0.2501 7.701 7.701 6.OK1` 6.1K1 1571 11.61 16.71.11 0.7501 17.71 35 I 13.31 11.61 0.51S 211 RH 1L 2.50 x 2.50 x0.2501 6.251 6.251 2.3G1.: 2.1A1 1531 10.11 14.31 11 0.7501 17.71 35 1 13.31 10.11 0.23S --1---- -- ----- ----- -----1------1...---1-------1-------I----1------I------1--1------1------I----I------1•-----1-------- 221 LG SR 3.25 x 3.25 x3.2501 10.021 5.011 169.1G1:148.6A1 741 223.41.329.0) I I i 1 1223.41 0.76C 221 DG 1l 3.00 x 3.OO x0.2501 8.691 8.691 6.6K1;. 6.1E1 1771 9.21 16.71 11 0.7501 17.71 35 1 13.31 9.21 0.71S _. 221 DG 1L 3.00 x 3.00 x0.2501 8.091 8.091 6.6K1. 6.1E) 1641 1 0.61 16.71 11 0.7501 17.7) 35 1 13.31 10.61 ~0.62S 221 RH 1L 2.50 x 2.50 x0.2501 6.731 6.731 2.5G1 2.2A1 1651 8.71 14.31 11 0.7501 17.7) 35 1 13.31 8.71 0.295 231 LG SR 3.25 x 3.25 x3.2501 10.021 .5.011 183.2G1 160.4A1 741 223.41 329.01 I ( I I i 223.41 0.82C 231 DG 1L 3.00 x 3.00 x0.2501 9.071 9.071 6.4K1 6.5K1 184) 8.41 16.71 11 0.7501 17.71 35 1 13.31 8.41 0.76S 231 DG 1L 3.00 x 3.OO x0.2501 8.481 8.481. 6.4K1: 6.5K1 1731 -9.61 16.71 11 0.7501 17.71 35 1 13.31 9.61 O.67S -- ,._231 RH 1L....2.50 x-2.50 x0.2501 7.211 7.211 2.7G1- 2.4A1 1771 7.61 14.31 11-0.7501 17.71 35 1 13.31 7.61 0.36S _ 241 LG .SR 3.25-x 3.25=x3.2501 10.021 5.011 196.4G1:171.4A1 741 223.41 329.01 I 1 1 I 1223.41 0.88C 241 DG 1L 3.00 x 3.00 x0.2501 9.461 9.461 6.9K1 6.4E1 1921 7.71 16.71 11 0.7501 17.71 35 1 13.31 7.11 0.90S 24) DG 1L 3.00 x 3.00 x0.2501 8.891 8.891 6.9K1. 6.4E1 1811 8.81 16.71 11 0.7501 17.71 35 1 13.31 8.81 0.79S I_~ 241 RH 1L 2.50 x 2.50 x0.2501 7.691 7.691 2.9G1 2.6A1 1881 6.71 14.31 11 0.7501 17.71 35 1 .13.31 6.71 0.44S --1---- -- ----- ----- -----I------1------1-------1-------1----1------I------1..1.-----I------1-_--1------1------1------.. 251 LG SR 3.50 x 3.50 x3.5001 10.021 5.011 210.3G1 182.9A1 691 271.6) 381.51 I i I 1 1.271,61 0.17C 251 DG 1L 3.50 x 3.50 xD.2501 9.861 9.861 6.9K1 7.OK1 1721. 11.41 19.11 11 0.7501 17.71 35 1 13.31 11.41 0.61S -- 251 DG 1L 3.50 x 3.50 x0.2501 9.301 9.301 6.9K) 7.OK) 162 1 12.91 19.11 11 0.7501 17.71 35 1 13.31 12.91 0.54S 251 RH 1L 3.OO x 3.00 x0.2501- 8.171. 8.171 3.2G1. 2.7A1 1661 10.41 16.71 11 0.7501 17.71 35 1 13.31 10.41 0.305 26) LG SR 3.50 x 3.50 x3.5001 10.021.. 5.011 223.7G1 193.8A1 _691 271.61 381.5) I 1 I I 1271.61 -0.82C ~`~ 261 DG 1L 3.50 x 3.50 x0.2501 10.27) 10.271 7.6K1 7.OK1 1791 10.51 19.11.11 0.7501 17.71 35 1 13.31 10.51 0.725 I' SELF-SUPPORT TOWER STR 1 MEMBER DESCRIPTION 1 LENGTH 1 COMPR.1 P#1TYPE ID D B T~ MAX 1 MIN ~ LOAD 1. ~._ .-1---- r- ----- ----- -----~------1------1----_--~ 261 DG 1L 3.50 x 3.50.x0.2501. 9.121 9.721 7.6K1 261 RH 1L 3.00 x 3.00 x0.2501 8.651 8.651 3.4G1 __. i~,. -~ i ~~<i ESS ANALYSIS. FILE :APT160 Date:01/16/97 10:46:43 TENS.' 1 CAPACITY 1 BOLT INFO I L8R1 BRG ( MEMBER LOAD IKL/RICOMPR.1 TENS.1 #~ Dia. ~ CAP. IENDDI CAP. 1 CAP. 1 P/F -------~----1------~------~--~------1------1----1------1------1------- 7.OK1 1691 11.81 19.11 11 0.7501 17.71 35 1 13.31 11.8) 0.65S 2.9A1 1761 .9.31 16.71 11 0.7501 17.71 35 1 13.31 9.31 0.36S f~ DRILLED STRAIGHT PIER DESIGN BY LeBLANC COMMUNICATIONS, LTD., SIOUX CITY, IA 4470282; APT; 50M SST; LAW 60120-6-5216 PH. 143 OF 03.21.97 REACTIONS :- _; HORIZONTAL FORCE (kips) = 23 VERTICAL FORCE (kips) = 200 OVERTURNING MOMENT (ft-k) = 0 SOIL AND CAISSON-DATA - HT. OF PIER ABOVE GRADE (ft) _ .5 DEPTH OF LOOSE TOP SOIL (ft) = 4 `'WEIGHT OF SOIL (pcf) = 120 WATER TABLE BELOW GRADE (ft) = 13 ANGLE OF SOIL FRICTION (deg) = 0 - ULTIMATE COHESION:(psf) = 2000 S.F. OF SOIL OR SKIN FRICTION = 2 S.F. OF CONCRETE = 1.25 Fy OF RE-BARS (ksi) = 60 __ ULTIMATE SKIN FRICTION psf __ 0 450 1050 -- 1800 DEPTH OF EACH STRATUM FROM TO ft ft 0.0 4.0 4.0 13.0 13.0 28.0 28.0 35.0 *** DRILLED STRAIGHT CAISSON DATA AND CAPACITIES *** ALLOWABLE VERTICAL REISTANCE (kips) = 242.94 '-•CALCULATED LATERAL SOIL.PRESSURE AT TOP (ksf) = 0.394 ALLOWABLE LATERAL SOIL PRESSURE AT TOP (ksf) = 2.295 'CALCULATED LATERAL'SOIL PRESSURE AT 'BOTTOM (ksf) = 0.325 _~ALLOWABLE LATERAL SOIL PRESSURE AT BOTTOM (ksf) = 2.868 _ DIAMETER.~.OF- CAISSON (ft) _ . _ =_; 4. 0 0 ~..:: ~ .::: DEPTH OF~CAISSON:_BELOW GRADE (ft) - _ 35.00 TOTAL LENGTH OF°CAISSON (ft) _ 35.50 ,_, VOLUME OF CONCRETE OF EACH CAISSON (cu. yd.) = 1.6.52. MAX. MOMENT AT CAISSON BELOW GRADE (ft-k) = 271.14 - REQUIRED AREA OF RE-BARS (sq. in.) = 9.51 1 s i/1 i ENGINEERING AND ENVIRONMENTAL SERVICES, INC. March 21, 1997 REC~~V~~ APT HOUSTON, INC. MAR 2 ~ 1997 c/o Mr. Lou DeArman 5400 Mitchelldale, Suite A-1 ~• J• DEARMgN Houston, Texas 77092 Subject: Report of Geotechnical Exploration APT Tower Site K-002 Jane and Cooner Streets Bryan, Brazos County, Texas LAW Project 60120-6-5216 Phase 143 Task 101 Dear Mr. DeArman: Law`Engineering and Environmental Services, Inc. (LAW) is pleased to present the results of the geotechnical explanation- services requested by Fluor Daniel, Inc. for an American Portable Telecom (APT) comrr~unication tower and base transceiver station cabinet to be located southeast of the intersection of Jane and Cooner Streets in Bryan, Brazos County, Texas. The subsurface conditions encountered in a 65-foot borehole performed for this project consisted of two feet of sandy lean clay, fill materials at the surface. Below the fill material, stiff to hard, sandy lean clay soils. were encountered. Very dense, clayey sand soils were encountered below the sandy lean clay stratum. Below:the clayey sands, hard, fat clay soils were encountered to the scheduled .termination depth of the borehole. Based on the subsurface conditions encountered, a drilled pier foundation can be used to support. the proposed tower. Shallow spread footings or a mat foundation may be used to support the proposed station cabinet. Descriptions of the subsurface conditions and general recommendations for the design and construction of tower foundation are included in this report. Please feel free to contact us if you have any .questions concerning this report, or if we can be of further service. Sincerely, LAW ENGINEERING AND ENVIRONMENTAL SERVICES, INC. Kathryn A. White, P.E. Project Geotechnical Engineer g:\users\d3 02\lcwhite\docs\proj ect\5216p 143 .kaw .Enclosures 7 ` Karun Sreerama, Ph.D., P.E.. ---__. Principal Geotechnical °gneer ~ ~', ~~~ ~25 f ~7 5500 GUHN ROAD • HOUSTON, TX 77040 (713) 939-8444 • FAX (713) 462-1653 ~_~~ ` s Report of Geotechnical Exploration -APT Tower Site ~ ~0~ March 21, 1997 LAW Project 60120-6-5216 Phase 143 Task 101 1 ' INTRODUCTION The geotechnical exploration and engineering .services, requested for the proposed APT communication tower site located in Bryan, Brazos County, Texas, have been completed. The site is located .southeast of the intersection of Jane and Cooner Streets. The proposed tower is located at the southeast corner of a vacant lot. The site is fairly level and covered with grass. As part of this exploration, a single borehole was drilled to a depth of approximately 65 feet. The borehole location plan and borehole log are included as attachments to this report. We understand the proposed project will include the construction of a communication tower and an approximately 4 by 16-foot concrete mat to support a 2,800 pound base transceiver station and equipment cabinet. The .proposed tower at this site is aself-supporting lattice structure. Specific information on tower geometry and design loads has not been provided to us. This report describes the subsurface conditions encountered in the borehole, presents test results .and provides recommendations for the design and construction of the tower and cabinet foundations. SUBSURFACE EXPLORATION PROCEDURES The borehole was. drilled at a staked location indicating the center of the tower. The borehole • location was identified onsite by Ms. Velleta Scott of LAW, using a map provided by Fluor Daniel. The borehole was advanced using anall-terrain vehicle-mounted drill rig and the rotary wash drilling technique. Representative samples were recovered using the thin-walled tube and split-spoon sampling procedures according to ASTM Specifications D 1587 and D 1586. Undrained shear strength. of soil samples obtained from pocket penetrometer tests and blow counts (SPT-N values) are shown on the borehole log at the depths of measurement. 2 ' Report of Geotechnical Exploration -APT Tower Site K-002 March 21, 1997 LAW Project 60120-6-5216 Phase 143 Task 101 ~~~ ~~ Afield log of the borehole was prepared by the drill crew and included visual classification of the materials encountered during drilling, as well as the driller's interpretation of the soil conditions between samples.. The samples were tagged, sealed, and transported to the laboratory for further observation and classification by a geotechnical engineer. The attached borehole log represents an interpretation of the field log and includes modifications based on laboratory observation. LABORATORY TESTING PROGRAM The samples were classified in the laboratory by our geotechnical engineer based on visual observation of texture, color, and plasticity. Descriptions of the soils shown on the borehole log are provided according to the enclosed Soil Classification procedures and ASTM D 2487. We assumed our design parameters based on the information obtained during our field operations. Thus, laboratory tests were not performed. SUBSURFACE CONDITIONS The subsurface conditions encountered in the borehole are described on the attached borehole log. These records represent our interpretation of the subsurface .soil conditions at the site based on engineering observations. The lines designating the interface between various soil strata represent • approximate boundaries, and the transition between strata maybe gradual and indistinct. The subsurface conditions encountered in the borehole consisted of two feet of dark gray and reddish brown, sandy lean clay, fill materials at the surface. Below the surficial fill materials, stiff to hard, sandy lean clay soils were encountered to a depth of approximately 43 feet. The color of the sandy lean clay stratum was dark gray at the top grading to gray and yellowish brown below 13 feet. Very dense, dark gray, clayey sand soils were encountered below the sandy lean clay stratum to a depth of approximately 58 feet. Below the clayey sand soils, hard, dark gray, fat clay soils were encountered to the scheduled borehole termination depth of 65 feet. Cemented silt pockets and seams were encountered from a depth of four to eight feet, and below a depth of 43 feet. Soils with blow counts in excess of 90 blows per foot were encountered below 43 feet. These blow counts maybe indicative of cemented soils or gravel deposits. 3 ' Report of Geotechnical Exploration -APT Tower Site K-002 March 21, 1997 LAW Project 60120-6-5216 Phase 143 Task 101 Water. could not be measured during the drilling operations, due to the introduction of fluids required to prevent the collapse of the borehole. Due to safety concerns,. the borehole was backfilled with soil cuttings immediately upon completion of the borehole. Because water was introduced during the drilling operations, an accurate water level measurement could not be taken prior to backfilling. Fluctuations in the groundwater level and the potential for perched groundwater should be expected due to variations in precipitation, evaporation, surface. run-off and other conditions not apparent at the time the borehole was drilled. For our analysis, we assumed that water will be encountered at 13 feet. ANALYSIS AND RECOMIV)~NDATIONS General The attached data summary (Table 1) presents allowable design criteria for the tower foundations. This criteria includes the design dry soil unit weight, the allowable bearing capacity (net), side ~ friction and lateral passive capacity. The net allowable bearing capacity values include a factor of safety of 3. The allowable side friction and lateral pressure values include a factor of safety of 2. Cabinet Foundation Based on the subsurface soils information obtained during our field activities and the .project information provided, the equipment may be supported by shallow spread footings or a mat foundation bearing in Stratum I sandy lean clays at a depth of at least two feet below fmished adjacent grade. An allowable maximum net bearing capacity of 2,000 pounds. per square foot (psf) can be used to design the spread footings or mat. 4 Report pf Geotechnical Exploration -APT Tower Site K-002 March 21, 1997 LAW Project 60120-6-5216 Phase 143 Task 101 If required, we recommend that soils used as structural fills be a low plasticity lean clay soil free of debris, and have less than five percent by weight of fibrous or organic materials. Structural fill soils should have a liquid limit .less than about 40 and a plasticity index between 7 and 20. The ASTM group symbol .for this material is CL. We recommend that all compacted fills be constructed by spreading the soil in loose layers not more than eight inches in thickness. The soils should then be compacted to at least 95 percent of the maximum. dry density as determined by the standard Proctor test (ASTM D 698). The moisture content of the fill soils should be maintained within zero and plus three percentage points of the optimum moisture content as determined from the standard Proctor test. Care should betaken to minimize wetting or drying of the exposed bearing materials. Loose, organic or .disturbed soils should be removed from the foundation excavation prior to placing reinforcing steel or concrete. If unsuitable material is encountered at the bottom of foundation excavation, the unsuitable soils should be removed and. replaced with lean concrete, or the foundation. should be extended to suitable bearing soils at a lower elevation. We recommend proofrolling the exposed ~~ bearing material, prior to placement of foundation concrete, to identify any organic, soft or excessively wet soils. The bearing surface may need to be scarified to a depth of eight inches and recompacted to at least 95 percent of the standard Proctor maximum dry density. Tower Foundation Foundations considered for the proposed tower include shallow spread footings, a shallow mat foundation, intermediate depth drilled and underreamed piers and deep, straight shaft drilled piers. Based on the project information provided to us, the subsurface conditions encountered, our knowledge of similar structures and the results of our analysis, we recommend that the proposed tower be supported on a drilled pier, either straight shaft or drilled and underreamed. Design and construction recommendations for these are presented below. 5 + Report of Geotechnical Exploration -APT Tower Site K 002 March 2l, 1997 LAW Project 60120-6-5216 Phase .143 Task 101 ~ The final design. loads at the base of the tower have not been provided to us. However, our experience with similar structures indicates that the tower will probably impart relatively high lateral load and overturning moment on the foundation.. Soils within the top six feet do not contribute any lateral or moment resistance. Therefore, shallow .spread footings or a mat foundation may not be suitable to support the proposed tower. Intermediate depth mat foundations, bearing at least six feet depth below grade, may not be economical. at this site. Hence, we recommend a drilled pier be used to support the tower. The attached data summary (Table 1) presents allowable design criteria for foundations. The drilled and underreamed pier should have a shaft diameter of at least 24 inches. The underream to shaft diameter ratio should not be greater than 2.5. Furthermore, we recommend that the underream be constructed with an angle of at least 60 degrees from the horizontal.. Due to the presence of clayey sand soils, underreaming operations may be difficult below 43 feet. If a straight shaft drilled pier is used to support the tower, the. pier should have a shaft diameter of at least 30 inches, and may extend below 43 feet, if required by design. { Due to the presence of a cemented. silt pockets and seams, drilling may be difficult between a depth of four and eight feet, and below a depth of 43 feet. Drilled pier excavations below 43 feet may require pier drilling rigs equipped with high powered torque augers. We expect that pier excavations will need to be dewatered using pumps.. Due to the presence of clayey sand soils, casing or slurry may be required for drilled pier excavations below 43 feet. However, the need for these methods of drilling and dewatering will depend on the subsurface conditions at the time of construction. To facilitate pier construction, concrete. should be on site and ready for placement as the pier excavation is completed. The foundation excavation should be cleaned of loose or disturbed materials and any free water before placing reinforcing steel and concrete. 6 Report of Geotechnical Exploration -APT Tower Site K-002 March 21, 1997 LAW Project 60120-6-5216 Phase 143 Task 101 Concrete slumps ranging from four to seven inches are recommended for drilled pier construction. Concrete with slumps in this range will usually fill irregularities along the side and bottom of the hole. Concrete should be placed into the drilled hole through a centering chute at the surface to prevent contact with the sides of the hole. This procedure will reduce side flow and segregation. The sequence of operations should be scheduled so that each pier is drilled, reinforcing steel is placed, and concrete is placed in a .continuous, rapid, and orderly manner to reduce the time the excavation is open. The tower foundation should be designed to resist both vertical and horizontal forces. Horizontal forces can be resisted by the passive pressure of soil acting on the vertical face of the tower foundation. Vertical uplift forces can be resisted by the dead weight of the tower, its foundation and compacted overburden soils. When foundation concrete is cast in direct contact with the excavation sides, an allowable side friction value can also be used. Design soil parameters shown on the attached summary should .not be applied to the upper four feet of soil due to strength loss which occurs with soil wetting and drying cycles. Although detailed settlement analyses were not part of the scope of work for this project, we estimate the total long-term settlement of the tower foundation should be less than one-inch, provided the foundations are designed and constructed according to the above recommendations. GENERAL CONIlVIENTS The analysis and recommendations presented in this report are based upon the data obtained from the borehole performed at the indicated location and from any other information discussed in this report. This report does not reflect any variations which may occur across the site. The nature and extent of such variations may not become evident until construction. If variations appear evident, it vvill be necessary to re-evaluate the recommendations of this report. 7 Report of Geotechnical Exploration -APT Tower Site K-002 March 21, 1997 LAW Project 60120-6-5216 Phase 143 Task 101 It is recommended the geotechnical engineer be .given the opportunity to review the plans and specifications so comments can be made regarding the interpretation and implementation of our geotechnical recommendations in the design and specifications. It is further recommended that the geotechnical engineer be retained for testing and observation during earthwork and foundation construction phases to help determine design requirements are fulfilled. This report has been prepared for the exclusive use of our client for specific application to the project discussed, and has been prepared in accordance with generally accepted geotechnical engineering practices. No warranties, either expressed or implied are intended or made. In the event any changes in nature, design or location of the project as outlined in this report are planned, the conclusions and recommendations. shall not be considered valid unless the changes are reviewed and the conclusions modified and verified in writing by the geotechnical engineer. 8 l ~ ~ O i ~"~ a `~ H ~ ~ M ~ ~ " °o a~~i H ~ ~ ~ ? '~' ~ .~ P-i-i ~ ~ ~ ~ ~ )v~ ov~~ N a ~ ~ ~ U bA ` ;~ a ~ ~ U o N H ~ ~ o a ~ 3a ~ ~"- ~_ ~ ,~ a a W a W ww F-~ ~ u z~ z o 0 o M o U ~ a ~ w z ~ °~ `~ ¢ooo 0 ~" ~ O O ~-- NN N ~ U WE-~ .. ~ v .a~~ 00000 Oa ^-~NNNM ~ _ a i az 0 ~~''^. ¢~n~no0~ .3 U H ~ N N O O N ohs zN~~,~,~ ~w a a~ oa 00000 ~ Q o 0 0 0 0 ~-?U~ z~oooo W~~ c+i~o~o~o; z W Cq .^ ~ ~ ~ o 0 ~~ w Q .T. 00 M 00 Vl E-j +^-+ 7M..~ N V v~ ~ ~ ~ A .~ O~~N~v°°i ~w w..r-~ r~~ ~~ o w ,~ y a b ~b o °~ '~ ~w .C o ~ a w w o w° axi o. _~ ~~ ., ~, w a~ 'C U ~y idr~. b .a ,y •r~ O 7 ~ W ~ 'b N ~ ^ tom, O T ~ y •U ~ ~w ~ ~b ~~~ 'O "" w ~ y 0 U '.^.. H li^' ~' ~ ~ v N O z x NORTH .r........y ..,. .., ...,.,.... Borehole location is approximate. Tower location provided by 0=1uor Daniel °ATE FIGURE 1 March 19, 1997 BOREHOLE LOCATION PLAN cHECKE~ BY - Fluor Daniel, Inc./APT C~~ APT Tower Site K-002 AP 9VED BY Jane and Cooner Streets, Bryan, Brazos Co. ~ ~ - LAW ENGINEERING .; 60120-6-5216 Phs 143 • KAY TO SYMBOLS LVATER'SYMBOLS SAMPLER SYh1SDLS ® GROUND WATER ENCOUNTERED DU RING DRILLING ~ AUGER CUTTINGS • Wi,TER LEVEL AT COMPLe fiON OP DRILLING ~ S?Li7 S?OON SAMPLE UNDISTUR3ED SAMPLE WATER LEVEL AT 24 HOURS•OR MO RE ~ 'cXTRUDED IN FIELD •-~ LOSS OP DRILLING CIRCULATION ~ UNDISTURBED SAMPLE CONFINED IN SAMPLING TUBE NO RECOVERY MATERIAL SYMBOLS ~' DEBRIS F1LL SILT SANDY FAT CLAY ~} (MU FAT CLAY w/SAND ;i lCH) ° CLEAN GR:.VELS SANDY SIL'iS ASPHALT ~ ° (GP or G1'1~ (ML) • CLEAN SANDS ELASTIC SILTS "• CONCRETE ~•' (SP or SVl) (MH) ` SILTY SANDS LEAN CLAY UMESTON"c :{[~ ~! I1` CLAYEY SAND SCi / ~ SANDY LEAN CLAY LEAN CLAY SAND ~ SANDSTOtJE - - ( wJ (CL] i ~ ^~ ` ~ r/ SILTY CIAY~Y SAND S1lTY CLAYS - WOOD Ci{IPS CLAYEY SILTY SAND (CL-h1l) _- SARK (SC•SM) ,•~~ SAND/SHELL AdIXTUR_ES ~ FAT CLAY ~C~'. O++H CCGCHD - CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES Soils are visually classified according to ASTM D2488 if classification tests are not performed. Grain-size analysis and Atterberg Limit Tests are often performed on selected samples to aid in classification. The classification system is briefly _~_~ c_... ,, a,,...;L,a ae~.. .d;,,., of fF.n ,~Tnm nIPAGP rafar to ASTM Designation D-2487. MAJOR DMSIONS GROUP TYPICAL NAMES SYMBOL GW Well-graded gravel, well-graded ravel with sand ~ CLEAN GRAVELS . g (Less .than 5°~ passes No. 200 sieve) O y ° H ; Poorly graded gravel, poorly , o ~ ~ GP graded gravel wdh sand. d j ~ a'a > Qo c •y C7 ~•~ d Limits Plot below ' ' Silty gravel, silty gravel with d ~g «~z GRAVELS WfTH line & hatched zone A GM san . p a FINES on lastici chart cn d Oz H ~ ~ (More than 12% •passes No. 200 sieve) -Limits plot above Clayey gravel, clayey gravel z ~ 'A" line & hatched zone GC with sand. N on lastici chart ~- w Well-graded sand, well-graded o CLEAN SANDS SW sand with gravel. c ~ (Less than 5% passes No. 200 sieve) Or O v a ,. Poorly graded sand, poorly y o ~ ~ SP graded sand with gravel. aNi ~ m Q'rn d zo~v r~t E•°- d Limits PPlot below Silty sand, silty sand with `o Rz SAND WITH 'A` line & hatched zone SM gravel. ~ FINES on lastici chart N (More than 12°k passes No. 200 sieve) Limits plot above Claye~ sand, clayey sand with "A' line & hatched zone SC grave . on lastici chart ' Silt, silt with sand, silt with • ML gravel, sandy silt, gravelly silt. .SILTS AND CLAYS Lean clay, lean clay with sand, (Liquid Limit Less Than 50%) CL lean clay with gravel,'sandy J ~ lean cla , ravel) lean cla . N ~ ~~ Organic clay, organic clay with ~-°', ' ~ OL sand, sandy organic clay, N w ~ or anic silt sand or amc silt. Z o0 ~ c°~ MH Elastic silt, elastic silt with sand, r7 o d sandy elastic silt, gravelly w o z elastic silt. z_o "-~ SILTS AND CLAYS e) it 50% M Li id Li CH Fat clay, fat clayy with sand, fat sandy fat clay ravel cla wdh or or qu m ( , o y g ravel) fat cla . Organic clay, organic clay with OH sand, sandy organic clay, - or anic silt, sand or amc silt. NOTE: Coarse soils with between 5% & 12% passing the No. 200 sieve and fine grained soils with limits plotting. in the hatched zone of the lastici chart are to have duals mbols. PLASTICITY CHART x w 0 z U g so i 50 CH rOH 40 'A' UN 30 I MH o~ OH 20 CL 'r OL to ~ I I ML OL 00 10 20 30 40 50 60 70 80 90 100 LIQUID LIMIT DEGREE OF PLAST1Cf[Y OF COHESNE SOILS Degree of Plasticity Plasticity Index None ......................... 0- 4 Slight ................. o ....... 5 - 10 Medium ............... o ...... 11 - 20 High ..............o...... 21-40 Very High .................. ... > 40. "After Burmister (1948) I = TEST BORING RECORDS - The subsurface conditions encountered during drilling are reported on a field test boring record by the Driller. The record contains information concerning the boring method, samples attempted and recovered, indications of the presence of-coarse gravel, cobbles, etc., and observations of ground-water. ft also contains the driller's interpretation of the soil conditions between samples. Therefore, these boring records contain both factual and interpretive information. The field boring records are kept. onaile in our office. After the drilling is completed, the iield and project engineers classify the soil and prepare the final Test Boring Records which are the basis for all evaluations and recommendation. The following terms are taken from ASTM 02487-90t, Hunt's Geotechnical Engineering Investigation Manus1,19842, or Deere'aTechnica! Description of Rock Cores for Engineering Purposes,'Rock Mechanical Engineering Geology 1, pp. 18-223. REIATNE DENSf1Y OF COIiES10NLESS SOILS CX~VStSTQJGY OF COHESNE SOILS FROM STANDARD PENETRATION TEST2 UNDRAINID STRENGTH ~Z Very Loose <4 bpf Loose 5 -10 bpi Medium Dense 11 - 30 bpf Dense ~ 31 - 50 bpf Very Dense >SO bpf (bpf =blow per loot, ASTM D 158fi) ESTIAAATID RELATNE MOISTURE CONDfTtONr Dry -Absence of moisture, dry to the touch Moist -Damp but no visible water Wet -Visible free water RE3ATIVE P'ROPORTIONSt Very Soft <0.25 <2 bpf Soft 0.25 - 0.50 2 - 4 bpf • Firm 0.50 - 1.00 4 - 8 bpf Stiff 1.00 - 2.00 8 -15 bpf Very Stiff 2.00 - 4.00 15 - 30 bpf Hard >4.00 >30 bp( PAFtTKXF SIZE IDENRFICATION Boulders Larger than 6' Cobbles 3' - 6' Gravel Coarse 3' - 3/4' Fine 3/4' - 4.75mm Sand Coarse 4.75 - 2.Omm Medium 2.00 - 0.425mm Fine 0.425 - 0.075mm Fines (Sift or Clay) Smaller than 0.075mm Trace 0 - 5% . RELATNE QUALfTY Few 5 - 10% OF FtOCt6~ Little 15 - 25% Some • 30 - 45% Mostly 50 - 100% RELATNE }iAFiDNESS OF ROCtC2 F..xtremely Soft Plecas 1 inch or more in thickness can be broken by finger pressure; can be scratched readily by a fingernail. Very Soft May be broken with fingers; can cut with a knife. .Soft Maybe scratched wish a nail; corners and edges may be broken with fingers. Moderately One moderate blow of hammer required to Hard break sample. QueliN ROD Very Poor 0 - 25% Poor 25 - 50% Fair 50 - 75% Good 75 - 90% Excellent 90 - 100% REC~T'ERI, Total length of corez100% Length of con trot Hard More than one blow of hammer required to break sample. Extremely Several hard blows of hammer required to Hard break sample. ~D_ Total core, counting only pitta > 4~r long x 100% Ler~grh of core run ~i r BOREHOLE LOG LAW ENGINEERING, INC. HOUSTON, TEXAS .PROJECT NUMBER: 60 120-6-52 1 6 Phs 143 BOREHOLE NUMBER: B- .EQUIPMENT & METHODS: PROJECT/LOCATION: All-Terrain Rig APT Tower Site K-002 Rotary Wash w/ Water Jane and Cooner Streets, Bryan,. Brazos Co. CLIENT/OWNER:. GROUND LEVEL: COORDINATES: D/~TE: Fluor Danie% inc./APT N/A N/A March 1997 Z W n- TEST RESULTS ~ a ~ W z W MATERIAL DESCRIPTION ~ ~ ~ PL w (%1 LL ,~---o----~o- a w a s o w Q ~ m X Standard Penetration Test w Q m c n N ~ ~ 7 N ( 10 20 30 40 50 60 70 80 90 0 1 FILL, sandy lean clay, dark gray and FILL 2 reddish brown, gravel, roots I CL 5 3 SANDY LEAN CLAY, dark gray, stiff to ....;.... .,,i...... . .®... . hard 4 -roots to 4 feet 5 -Tight gray and yellowish brown from 4 10 to 13 feet - .cemented silt pockets from 4 to 8 feet 6 -fat clay seam at 4 feet 15 -gray and yellowish. brown, with ferrous "`"""" ""~""' '°`""'~" "` deposits, below 13 feet 7 i i®i 20 8 25 9 30 35 10 11 -grading to clayey sand, with sand " 40 pockets, below 38 feet "`""'`" "'"`"'" '°`" '~" 45 12 .: CLAYEY SAND, dark gray,. very dense, II SC ......_ .. . . .° :._.2 ,~~;~ thin cemented silt seams 50 13 ...... ...... ••'••~ . . . ; . . ~33;~F -E;~ /0 60 15 FAT CLAY, dark gray, hard, light gray silt III CH ~ ~ - ~ "~ ~; :,'46~ ; seams . 65 16 - --- ----- Borehole Terminated at 65 feet - -- - - _: ~'~ :X ~-'Q REMARKS: Water could not be measured, due to the DRILLED BY: /. 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All rigtnts reserved. }: CITY OF COLLEGE STATION.... APPLICATION FOIL CONTRACTOR LICENSE Type of Contractor: ~~~tl G~ rG'i. ., Applicant Name: _;~~ ~~ ~ F~- 0.~~ ,.' _ ~• t Company Name: __ 1 ` ~ (.l 41'' ~ a n~ ; e.:' ~ I P, (b~ Company.Address ~ ~~ t- P ~. n) I..~ci:~,( ~-~ 0. ~Q ~ ~-~~ ; City: ~~t14 ~ nc Cl`~ ~ State: ~ X 71p: ~ 7 Phone:_~> NCO ~ " ~ ~f~ 3 Mobile: ~,/ ~ ~/S -h ~~~ .Pager: Other: List )any persons authorized to apply for permits or inspections other than the applicant:. ,---~ e ~ i ~' ~ Ife~e,r. I hereby make application to the City of CoIIege Station for a Contractor's License. I certify. that - the .above statements are true and correct. I understand that: the application fee of 550.00 and. the processing fee of 54.00. is non-refundable. I further understand that the provision of false information :on this .application may result in the revocation of this license by the City of CoIIege Station. Signature of Applicant: 4 _~ Date: Jr `- `~/ " ~ 7 k**tt*tt**k**rt**************krt**k**at***1F***rt******k****R***k***ic fFttR*******fF*******k**rt!F Official Use Only State License Number: _ Ean. Date - City License Number: Ern Date Issued by: ~~