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Home My WebLink AboutApplication- PermitGARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th. Street, Suite 303 Glenwood Springs, CO 81601(970) 945-8212 66W6 No, 7593 Job Address 66 q/ 6 () i% °/ ,--) . Nature of Work Building Permit Use of Buildingi ..,Jew 4Q tAit lt. --A ! ,` _ �� /i / a. nc6L/I r / 'ori; "7�r• Owner � � Contractor Amount of Permit$ g y ��I�r.Pd�= 53.09 � - .z (I. 75 /3ro ,8Y Date C F Clerk GARFIELD COUNTY BUILDING PERMIT APPLICATION OARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO TRI i:NI IONE: (970) 9434212 PERMIT NO. '$ 1 3 INSPECTION LINE: (970)384-5003 PARCEL'SCa writ n+F NO. IUD ADDRF.SS: l g. puck/ 1...6, LI WCo It�r�4 j[loa p 5",4ey'S (b%. g/I/- 9. 7 I LOT NO, BLaCx Nu. suppsVIS1ON(FJ(F.AiprloN. - 2-1113.' .�.. nyrm, `�I+7Ct�i Cs�+� iii �14//�' ,�f ,iHVO i Ce I -e ee�,nti c 4 ke ss ' WY NI: 3 lYINTIAFTMI //11�+ .ncus. p �d6i12,Co, 233S�G1� y97 yo.”/G $4' 3G3 .- A'"94! -?A93 „r wt. 4 C., ..- MV . 044 -A 1r If55oac . irk 62.11 j = Sa 5e. C - lo. ?).vv t. cb, $62.>a- 3� _ � ' s�►O .a n. orsuEsam .410Je,9 PPAiii, aa. FT. or Lor Sb X S. b - .2 SOD 5 6t pi-, �r «�. w �_. 6 • SSE TRMIT1 IC dew) 01vN,c-A1-Tia/ . S / re DIN WNW % //- EL-ECT.a/5. - 7 -EA co 5' i..✓1ea — / OZ7/e /�«-rte--e 01I - 0i - ;OS .- ,Tdurc ,e - 7O IAJa-O- 1=12'0V0, -'r?e '- ,..a":114:6 Atiee•■F . (LAN 4F wig40 LAPP[I=W C.ALTD,ATRaN 01,1+0V7 oakbervi . y 6. ONIAIN .4140LE (+DOME .!A..ew6r caauaa ,Wt./DU 10 o wrvE,AY MINT MP( 11„F rHMwra, r,nw,A.U(a,vin:i G,iITE NAM VALUATWT, Cir rMbp . whurna, VaWn4YMA ...) ll�U (}�� -J V V , v$ ) GMICIAI.c wn+>wA A SEPARATE COLORADO) 7'1111 PERMIT ALTIHORlXL WORK 11 AFTFA WORK 1 l lliREBY i:NOW TOR OOVFANING11118'IYPIk HEREIN AUTHOiITfl LOCAL CONSTRICTION. NOTICE ELECTRICAL PERMIT IS REOLIIRSO AND M1 i Hr: 1sAl 1)bcoMES NULL AND VOID IF WORK: OR b Is Nor COMMENCED uTrIIIN 110 DAY)I. OR W SUSPENDED OR ABANDONED FOR A PERIOD OF 110 IS COMMENCED, CERTIFY THAT I HAVE READ ANI/ FJ(AMINf I) THIS BOMB 1U BE TRUE AND CoRRF.OT. ALI, PROVISIONS IW WORK WILL BE COMPTdF.I] WTIIi WI OR NOT. 'HZCIRANTPING OF A PERNOT MIT DOES NE -1T) VIOLATE OR CANCEL TETE PROVIBK)NS OF' ANY LAW RK(1ULATINO CONSTRUCTION OR T)W 1 mu HY THE STATE OP CONSTRUCTION CONSTRUCTION OR DAYS NT ANY TIME APPLICATION AND OF LAWS I VA RPEC1F2113 PRhE4 3uMTO GIVE(` (YUILiK PLATE OR MAR/IMAMS OF e5.176710 D w 70 /79 FI AN (11F.CK 11LE: 1t S3 6 . 0 r 7Y PPR)/ATT VRTp• \ jl S- W9,_(-0 1()T1U. £LIi: j um h PERMIT MEM): 1 2 G 0 .VI OCC': MOUS': CUNSToTYPB: �} j L I ! Imo' ZONTNrr. SI:TUACKs; Dila OfOWNN, , rrl c.1v_ Begil Dept. c ortneloc OT a,Tlbntiaad „t1A1, 1 '. nad ao1 - , . , j, , }P M1 : MSD NO. k TOSS; r -"pro, P Ii _ I . APPN' I/T) . a* AS7REFAIEN ' PkKM1SSION IS HFRT11Y URANI'hU TO THE APPLICANT AS OWNER, CONTRACTOR ANDfOK THE AGENT OF TELL CoNTRACTOR OR OWNIA TO CONK -MIXT TIM N IRU(TIIRK AS OKI ALUM ON FLANS ANI) SPECIFICATIONS SUBMTTf UTO AND REVIEWED BY Tlll': BUILDINODEPARTMENT. IN r.oNgtoallATION OF TDI ISSUANCE OF THIS PERMIT, 'THE 11CNEIL HEREBY AClltlaW3 TO COMPLY WrRT ALL BUILDING CODI:1 AND LAND ITRF: KbC)uLAT1ON% AIYWIbV BY CIARPTrI.D CUUNIY PURSUANT TO AU17fOR[fY GIVEN TN 30.21.201 CAS AS AMENDED. THE STONER PCIETlfiR AR9LBSS THAT IF TUB ABOVF. SAID ORUWANCE% ART NUE' FULLY COMPLIED WITH IN TIM LOCATION, ERECTION. CONSTRIUR'I'ION AND USE OF THF. AllovE DESCRIBED STRUCT1.TRE. THE FEBAul MAY THEN RE REVOKED RY NOTICE FROM THE COUNTY AND 'MAT THEN AND TTIT+AE U SHALL BECOME N1 A.1. AND VOID. THE ISSl1ANCT OF A PERAfl1' BAKED UPON PLANS, SPECIFICATION% AND OTHER DATA SHALL. NOT PREVIiWC THE BUILTTNti OFFICIAL PROAL THEREAFTER, AEQUJIR.WO THE CORRECTION or 1sRROkS IN SAID PIANS, 1PIicIFICATIONS AND DEFIER DATA 011 FRO RREVEN INo IUTh DINU OPERATION BEANO CARRIfd) ON THEREUNDER WHEN IN V In! AITON OF TIES CODE OR ANY OTHER ORDINANCE OR REGULATION or TILLS FURISDICTIJN. TRS RF,vwiw uF TFIS SITRMrrIKU PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED TARREAFIVA DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSuui.rr1LS UK UABP.RQ'S 1/Y RIARFLSI.D couwre l..)K ERRORS, OMISSIC»JS OR DISCRRPANCIES. THE RESPONSIBILITY TOK THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS RPKCIFICALLY WITH THE ARCIU1BCT. DESIONtiR BUILDER AND OWNTi1L CommErm ARE INTENDED '1'o BE f'oNSFRvi I(YE AND TN SUPPORT OF THE OWNERS INTEREST. Uu ooLoo3 1 IIF.REDY Aci<NovirADoE THAT 1 HAVE BEAT) AND UNDERSTAND 11 T16. AR]RSBNF.NT ABOVE. (INITIAL) ,C53(1'°? 0 d 5-/a100 Vo9 = t t OO - t Z-.,tdiy graA 4 cos' liaLk.occ - 409o, ero. cP,R1/ 75 ,�ee� 5.36 •d9 03/16/00 TUE 07:49 FAX 303 313 8025 • VOICESTREAM i WW/PCSII DENVER • WksSt MMus/1111 Deism" Si. Deaner, CO 00116 Td: M30114060 Fax00=1st2-4010 I OF PAGES (INCLUDING COVER) 7 TO: �rii i ( Bo/e.49.404 4 ei.4.,w...‘ FAX # - 97o — gl 41--5"400 FROM: _1 s -f 7404p 4, L s , ►V FAX # 303-31.1-8025._ DATE:, .51/ 4 Ji TIME: 8• " y$°` _ tin 4QPM URGENT 0 PLEASE REPLY PLEASE REVIEW I PLEASE COMMENT a MESSAGE: yle` c- hip /X- -yo dpir•dor. hio,j- mss w/i/ e2oral"6- "711/ A4 -0Q -4141-- 0g s 1./..-APT,4r6 .CP"7r Ass-- 7?? a$779.itSUW 40V40# 71V; /N47 IJ 001 IF YOU DID NOT RECEIVE THIS ENTIRE FAX, PLEASE CONTACT THE ABOVE SENDER. 05/16/00 TUE 07:49 FAX 303 313 8025 WW/PCSII DENVER • United States of Ateerie& Federal Communications Coramissiou :RADIO STATION AiTTHORIZATION Commercial Mobile Radio [Orvieto Personal Communications Service - Broadband WESTERN PCS III LICENSE CORPORATION 2001 N.W. Sammarnish Road Suite 100 Issaquah, WA BOOZY Cali Sign: KNC.F244 Market: M022 oetwea Channel Block: B File Number: 00041 -CW -1.-95 The licensee hereof is authorized, for the period indicated, to construct and operate radio transmitting facilities in accordance with the tem and conditions hereinafter described. This authorization is subject to the provision of the Communications Act of 1934, as amended. subsequent Acts of Congress, international treaties and agreements to which the United States it a signatory, and all pertinent rules and regulations oldie Federal Communications Commission, contained in the Title 47 of the U.S. Code of Federal Regulations. ' 0 002 Initial Gant Date Juno 23, 1995 Five-year Build Out Date June 23, 2000 Expiration Dau; June 23, 2005 CONDITIONS - Purausat to Section 309(h) of the Communications Act of 1934, as amended, (47 U.S,C. § 309(b)), this license is subject to the following :onditions: This license does not vett in the licensee any right w operate a station nor any right in the use of frequencies beyond the term thereof nor in any ether manner than authorised herein. Neither this license nor the right rented thereunder shall be assigned or otherwise transferred in violation of the Communications Act of 15+34, as amended (47 U.S.C. § 151, et seq.). This license .3s -Subject in terms to the right of use or control conferred by Section 906 of the Communications Act of 1934;as amended (47 U.S.C. ¢ 606), Conditions continued on Page 2. WAIvELI No waivers associated with this authorization. Issue Date: June 12, 1994 FCC Fain 463a Pegs 1 oft 03/16/00 TUE 07:49 FAX 303 313 8025 WW/PCSII DENVER 003 "KNLf'it44 WktiPAI(N Mit/ Ill L14tNDC 4 Vtit`VttA I'M 4 UI1U41,CWsL-95 CONDITIONS: This authorization is subject to the condition that, in the event that systems using the same *oqueacies as granted herein are authorized In an adjacent foreign territory (Canada/United States), future coordination of any base staion transmitters within 72 km (4S miles) of the United States/Canada border shell be required to eliminate any harmful. Interference to operations in the adjacent foreign territory and to ensure continuance of equal access to the frequencies by both countries. This authorization is subject to the condition that the remaining balance of the winning bid amount will be paid in accordance with Part 1 of the Commission's rules, 47 C.F.R. Part 1. Issue Date: June 12, 1996 FCC Form 463a Page 2 of 2 05/16/00 TUE 07:49 FAX 303 313 8025 VW/PCSII DENVER Vd/W/Yil 3d. Uy r... �w ..... — - 4' usemagalialofferrome It004 DEPARTMEIVr OF STATE CERTIFICATE I, VICTORIA BUCKLEY, SECRETARY OF STATE of THE STATE OF COLORADO HEREBY CERTIFY THAT ACCORDING TO THE RECORDS OF THIS OFFICE VOZCESTRRAM PCS II CORPORATION (DELAWARE CORPORATION) FILE # 2.9952103666 .WAS FIIJD IN THIN OFFICE au August 17, 1995 AND HAS CQl4PLIRD WITH THE APPLICABLE PROVISIONS OF THE LAWS OF MI STATE of COLORADO AND ON T'HIR DATE IS IN GOAD STAP)ING AND AVTHORIZEP AND CO►SPETENT 70 TRANSACT BUSINESS • 02 TD CONDUCT ITS AFF) -Rs WITHIN THIS STATE.. Dated: hay 17, 1999 s 05/16/00 TUE 07:50 FAX 303 313 8025 WW'JPCSII DENVER Please include a typed �sseff-fid envelope MUST eE TYPE► HUNG FEE $25.00 40.00 MUST SUBMIT TWO COPES i° , r RETARY OF STATE APPUCATION FOR AMEgrirAUTHORITY Secretary of State Corporations Section j 005 For office use only 012 9991093506 C Pursuant to the provisions of the Colorado Business Corporation. Act, the undersigned corporation hereby applies for an Arneeded Authority and states: FIRST: The name of the corporation is: Western PCS 11 Corporation SECOND: If the corporate name was not available, the assumed name of the corporation Is: THIRD: I 1 (Check if Applicable) The corporate name of the corporation has become available in Colorado and the corporation desires to amend Its Authority to reflect the corporate name on the records of the Secretary of Stats. The corporation has amended the period of duration in Its Articles of Incorporation to The corporation has changed its name to VoiceStream PCS x= Corporation The name which it elects to use In Colorado is: (if its corporate name is not available for use In Colorado) The corporation has redomesticated from to FOURTH: This application is accompanied by a Certificate of Fact, duly authenticated by the proper officer In the state or country of incorporation (or rodomestication as the came may be) certifying the statement(s) made above_ VoicaSeraam pCS 11 Corporation Name/f Corporation Signatu e 11tle A9sista<rct Corporation Secretary Revised 7/95 05)16/00 TUE 07:50 FAX 303 313 8025 WW/PCSII DENVER Stdte of Delaware Office of the Secretary of State PAGE 3- , , EDWARD J . ram, SECUTARY OF STATE OF THE STATE OF Duma , DO SEREST CERTXFY THE ATTACHED IS A TRUE AND CORRECT COPY Or THE CERTIFICATE Or AMENDMENT OF . "WESTERN PCS II CORPORATION", CFANGINC XT$ NAME PROM "WESTERN PCS IY CORp0PATIoNw TO "'VOICESTRRANI PCS tI CORP0flTION* , BLED IN THIS OFFICE ON THE—EIGRTFb DAY OF APRIL, A.D. 1999, AT 9 0' CLOVE A.M. A !MD COPY OF TRIS CERTIFICATE RAS SEEN FORWARDED TO THE NEW CASTLE COUNTY RECORDS of DEWS - 2508971 8100 001166522 dward res[, Secretary of State AUTHENTICATION: PATE: 9712888 04-26-99 1006 05/16/00 TUE 07:50 FAX 303 313 8025 WW/PCSII DENVER ataincate GonewiI eirsmeass arlaCOMKIPAZION •e;aa!!( PCs a CaMPORAITON Star* F 128Va 17fz irr dP rung azvza " ar cop.poseArroms - rasp ay: Op Lr 04/04/2999 Flazdessz s 0E00971 rugeneet by lbw seasidom �Omni enemata: taw Otos � Daowarm, the ecstasies otc io sZed of MSC t. The Rose girdle oapoeadolr (baaebodle *CM lbs ') is Weal= PCs 31 7. Atd. i albs CSIW ap .she Carpae.lion 4 Aeby reemdad as *Sew aaTla.BI Themes of ads Oapaliss is V.b+1Mea* PCS iCommedeo. 9 _ Tide Ae,ade t fies beefs redapt.d (e aaaedsoas T4s ptvrieo.. deveceesio 2211 NM 2 offlta awes i Ccipseaiel LAWoils &Ws o:i'dhews.. 4. TIM a erodes thee ado emesineele siag be tIlpow • The usilimisleel, Femme Is ass kw dile Sties Isseby amuse ads Ciettficas otwtmdw4tcleanses eris ei.pe tics si ids Med died mks wiser or PeducT deed ellie 'Goma Ottati Sseststy tint. erwe t .v ) c..avvra.g ) T WNW certify tire Vigis• ar brvi edisli gty en ide.so dot Abn IL Sandie b tie Rene Wise apPeaad blew esi‘ SW be WY dmisrVos Ynrid■eC pewit Cried and SmisTer Wee titev+rq,east eatporeden. maOat be Opelibie haat tat idetowisdial by be Ws from ..,dvobr y set ter the wtts eat is this Weems. Diem" e, eu .,t' t .." appftipsaruet acpiearc,t( ��. e 007 MAY -11-08 03:49 PM KOCH ENV"L HEALTH INC. 303 932 8585 May l 1, 2000 Garfield County Building Department Attn. Cathi Edinger 109 8th Street, Suite 303 Glenwood Springs, CO 81601 RE: Voicestream Wireless Bair Ranch Site 66418 Highway 6, Glenwood Springs, Colorado Dear Cathi, P.02 catADult environmental 1 sciences Catapult Environmental Sciences (Catapult) is conducting a modified Phase 1 Environmental Assessment and National Environmental Policy /pct (NEPA) screening for Voicestream Wireless Corporation at the above -referenced project location. Catapults work is being conducted in support of the proposed construction of a cellular phone antennae structure on the property_ Based on information gathered by Catapult to -date, we have determined that the proposed antennae structure will produce no effects relative to wilderness areas, wildlife preserves, threatened/endangered species or critical habitat, floodplains, significant changes in surface features, high intensity white lights, or radiofrequency radiation as required by FC( permit applications. We are currently awaiting a response from the Colorado Historical Society relative to effects to Cultural tied Historic Resources and Indian/Religious Sites and anticipate a no -effects response based on the proposed structure placement and configuration, Please contact me at (303) 932-8484 should you have any questions or would like further information regarding this matter. Thank you for your operation. Sincerely, Thomas D. Koch, CIH C'n airuli Itifvimftfl tul ts+:iu: m43:o r.winnommemisiminimosialiMileSollipmgammomomm 7342 South Moore Court 6 Littleton, COIOrOdo 80127 Phone 11031 271-0517 • t303f 932-8484 • Fax: (303i 932-8585 MAY -11--8@ 03:49 PM KOCH ENV'L HEALTH INC. 303 932 8385 FAX COVER PAGE TO: C -�,� C � FROM: , a.. 1(0-.1 RE: —ig —11m c 1342 South Moore Court • Linletarf, Colorado 80127 Phone. 2031271-0517 • 13031932.8484 6 Fox; 13031932-8585 P.01 catl&DuIt environmental sciences GARFIELD COUNTY Building and Planning Department January 21, 2000 Cari Russo Voicestream PCS II Corporation 2323 Delaney St. Denver, CO 80216 RE: Voicestream / Bair Ranch Special Use Permit Dear Cari: At a noticed public hearing on January 17, 2000, the Board of County Commissioners moved to i ' Hall app ve the special use ermit to allow placement of a communications facility by Voicestream PCS 11 Corp. at the Bair Ranch site. The conditions of the approval are as follows: 1. That all representations of the applicant, either within the application or.statetat.the hem before the Board of County Commissioners, shall be considered conditions of approval. 2. That the applicant meet all requirements of the Garfield County Zoning Resolution of 1978, as amended. 3. That the facility shall be approved by the Federal Communications Commission and comply with industry standards. - V 4. That the base of the facili (a hei sufficient to obscure e equipment and base o e monopole in order to reduce visual impact. t of 6') be screened with lan sca in ve etation 5. Once the facility or location is no longer needed by the permitted company, the site must be restored to it's original condition. 6. S reening material of a color e which is compatible with the surrounding lands ape, s ale sed £or the f c , Phone: 945-8212 Fax: 384-5004 109 8th Street, Suite 303 Glenwood Springs, CO 81601 4 owliiitfit"the height of forty-five (45') feet be allowed, with the approval of the landowner. A resolution and special use permit reflecting the Board's decision will be drawn Vup byare e this to office, signed by the Board, and recorded in the records of Garfield County submit plans the building department at this time since you have gained the necessary zoning approvals. Please contact me in the event you have any questions. Sin rely, Kit Lyon U Senior Planner Cc: Steve Hackett, Codes Enforcement /24,10 CE '. S i t' / t} L l ✓ Coo Vim, } Phone: 945-8212 Fax: 384-5004 109 8th Street, Suite 303 Glenwood Springs, CO 81601 f APPROXIMATE LIFTING WT. OF ALVANIZEDrP011 SHAFTS (LBS) TOP PLATE + 'tHAFT 1 1 50 NOTE: WEIGHTS SHOWN BASE PLATE + SHAFT 2 1900 DO NOT INCLUDE ANY Rev. Date 20589001 M00 -0200-A 02-21-2000 ATTACHMENTS, MOUNTS, PLATFORMS, ETC. Ea() RGB/TWL led ChCk'd VERIFY WEIGHTS PRIOR 1/ 45 FT MON POLE TO LIFfINQ. 4.613 APPROxIMATC TOTAL 3250 1 42'-6" r 1 r M r 1 N 1 SHAFT4 X 26.00' (Fy65) (BLACK WI • 1.071 KIPS) 19'-0" 0'-0" VFON Ix •- SPLICE LENGTH MIN - 27.00" DESIGN ix 30.00" MAX • 35.00' SHAFT 2 .1/4' X 19.00' (Fy65) BLACK WT • 1.035 KIPS) bti/v //very" FWT P.O. BOX 8597 FORT WORTH, TX 76124-0597 PHONE: (800) 433-1816 FAX. (817) 429-6010 FINAL DESIGN - FOR FABRICATION LOAD CASES - J O B DATA 90 MPH WITH 1/2" RADIAL ICE 50 MPH WITH NO ICE WIND W/ SIMULTANEOUS ICE OPERATIONAL. WIND 111110 1 1 7nrin Page 1 of 1 Job No. Design No. Date Rev. No. Rev. Date 20589001 M00 -0200-A 02-21-2000 By RGB/TWL led ChCk'd 40 Pore 45 FT MON POLE 0 ;i" 9 ;II 75. 9.p 41 (r 4.613 Site DN2052 BAIR RANCH DENVER, CO -WIRELESS Owner VOICE STREW my. unWnPOIF WAS DESIGNED TO MEET MAXIMUM TWIST AND SWAY REQUIREMENTS OF 2.30 Ref. No. Design ACCORDING TO TIA/EIA-222-F 1996 FINAL DESIGN - FOR FABRICATION LOAD CASES - CASE 1 CASE 2 90 MPH WITH 1/2" RADIAL ICE 50 MPH WITH NO ICE WIND W/ SIMULTANEOUS ICE OPERATIONAL. WIND 111110 1 1 7nrin POLE• SPECIFICATIO ' Pole Shape Type: 18 -SIDED POLYGON Description - 1 Taper: 0.270135 IN FT DO RFQ� Shaft Steel: ASTM A572- RADE 65 (] Bose PL Steel: ASTM A633 GR. E (60 Ibv .� 11 6EEr•.s*t`tn Anchor Bolts: 2 1/4"0 x 7'-0" LOW', #18J ASTM A615 G. •.. 0 ;i" 9 ;II 75. 9.p 41 (r * SHALL f CFiARPY V -NOTCH TEST: 15 FJ,Lis3'Q - - ANTE NA :I0;T "-aftlfiT No. Elev. Description - 1 - 1-12 - - 13 14 15-26 - - 27 28 29-40 - - TOP 45.00 45.00 45.00 40.00 40.00 35.00 35.00 35.00 30.00 30.00 25.00 25.00 25.00 3/4" LIGHTNING R00 iiIA:. F 12) ALLGON 7184.03 SECT'•' S+....,,,,,.. • 3 6 -FT STRAIGHT ARM s 44y�s/Of�l N�`� 3 6 -FT CURVED ARM M 1, i' uii A L 04..‘‘‘.7-, 1 4' DIAM. STD. DISH W RADOME (180 D !'111 +IQ9"6Hz) 1 4' DIAN. STD. DISH W/ RADOME (0 DEG. A2.) (6 GHz) 12) ALLGON 7184.03 SECTOR 3 6 -FT STRAIGHT ARM MOUNT 3 6 -FT CURVED ARM MOUNT 1 4' DI AM. STD. DISH W/ RADOME (180 DEG. AZ.) (6 GHz) 1 4' DIAM. STD. DISH W/ RADOME (0 DEG. AZ.) (6 GHz) 12) ALLGON 7184.03 SECTOR 3 6 -FT STRAJGHT ARM MOUNT 3 6 -FT CURVED ARM MOUNT STEP BOLTS FULL HEIGHT FROM 9'-6' ABOVE BASE PLATE. ANTENNA FEED LINES RUN INSIDE OF POLE. FOR A 400 DISH (6.0 GHz) AT ELEV. 40.0' WITH A 50 MPH WIND. SHAFT SECTION DATA 90 MPH WIND 50 MPH WIND Elevation Lateral Deflection (Inches) Rotation (sway) (degrees) Lateral Deflection (Inches) Rotation (sway) (degrees) T0' 18,859 3.413 5.094 0.920 40 17.072 3.360 4.613 0.906 my. unWnPOIF WAS DESIGNED TO MEET MAXIMUM TWIST AND SWAY REQUIREMENTS OF 2.30 FOR A 400 DISH (6.0 GHz) AT ELEV. 40.0' WITH A 50 MPH WIND. SHAFT SECTION DATA Shaft Section Section Length (feet) Plate Thickness (in.) Lap Splice in.) Diometer Across Fiats (inches) 0 Top 0 Bottom 1 2 26.00 19.00 0.2500 0.2500 . 3000 12.000 17.851 19.026 22.985 UNFACTORED BASE REACTIONS BASE It 2 1/4' X 28.000' SQUARE (WT. - 0.500 KIPS) W/(4) 2.25'0 ANCHOR BOLTS ON 30.000 B.C. WITH MIN. 6'-D' EMBEDMENT NNTo PIER (W/NUTS & TEMPLATE PLATE 0 BOT.) 22.985" ACROSS FLATS MOMENT = SHEAR = AXIAL = EST. SHAFT + BASE f WT. = (BLACK WEIGHT) 431 ft -kips 12.5 kips 1.7 kips 2.6 kips Jim Temale ph. 303-359-0262 8240 Queen St. Arvada, Colo. 80005 Bair Ranch Scope Site Name: Bair Rauch Site Number: DN#2052 Location: Glenwood Canyon, Glenwood Springs, Colo. Type: Raw Land Co -Location on 45' (2 piece ) Steele Pole ( our own). Scope: All work below to be installed per plans provided. by Voice Stream Wireless (VSW) Work must start within 3 working days of notice to proceed. - 3 Cpl fly 6. u ife er- • Install 50x50 chfn link fence 6' high. Fence to be dipped in Taupe colored plastic . Utilize taupe colored privacy slats to be installed in fence and gate. (Contractor provides materials on all fencing and gate parts). • Install 12' double hinged gate. • Install 45' (2 piece) steele pole . Pole to be painted brown. • Instillation of pole will require transport of each pole part from side of road between the river and railroad track by use of helicopter•lif to lease area . Pole will have to be set by helicopter. • Install platform( pre -fabricated ) for radio equipment on poured concrete piers ( as per plans ) on 12" dia. 4' deep or below frost line at location.. • Install and mount radios on platform. • Install and mount Evergood in-line power and Telco unit mounted on pipe rack raised to match height of platform. • Install back-up battery cabinet. • Bring Power and Telco to Evergood Box and continue to radios. • Trench and install conduit for Power and Telco from Demark point. ( conduit provided by Contractor). • Install (2) antennas and mounts on each sector. Total of (4) antennas on a total of (2) sectors. • Connect antennas to radios using 7/8" coax (300'). Each coax run (4) includes (1) connector,(3) grounds,(2) jumpers,(1) surge arrestorr,weatherproofing,identification,and support of the sweep testing,(1) sweep by the contractor, additional sweep by VSW tech's. • Install and grade rock(gravel) and install weed barrier fabric under platform . • Backfill Power and Telco trench m 6"lifts. • Install new 12' wide access road . Refer to survey for exact location. Apply ,grade and compact gravel at a (6") depth. Lenth of road is approx. 872' more or less. • Existing trees are not to be disturbed. • Install barbed wire cattle fence to diagonally link the (2) existing fences which eliminate the use of a gate to access lease area. • New low growing evergreen shrubs planted around the outside of fenced lease area. Refer to plan as to placement and quanity of shrubs. • Supply and use #2 solid copper tin coated wire to ground all equipment and materials. • All main ground connections to be cad -welded. • Obtain all permits and inspections. All work to performed to applicable codes. • Provide as -built drawings, hard copies of concrete stress and ground resistance tests. Photo's to be taken during all phases of construction and at completion. • Restore all areas, equipment and surfaces to original condition. • Antenna gate, radios, Evergood Box , antenna mounts and antennas, coax cable and parts, cable trays and buss bars and platform provided by VSW. All other materials, labor and equipment provided by contractor. • All materials ,including those provided by VSW , coordinated and delivered to site by contractor. VSW warehouse requires a 24 hr. notice prior to pick-up. Materials can only be picked up between the hours of 7:30-9:30 A.M. • Remove all trash. • Fill out Spec. sheet for radios and microwave. (As Built Specs, And Field Data/Test and Acceptance Data) Try and do this while our tech's are doing their testing and installation. • All work subject to final approval of landlord and VSW. ""111.1117H2f200U lb:4f ZL41b(0 CICELY'. 4f\ L.111.�r�n..v Detail For Concrete Work Concrete work for tower & equipment platform only . This includes forming, excavation for tower, footings & piers and for equipment platforms piers all rebar & anchor bolts per code. Does not include concrete for fence posts or other fencing. petal! For Trench Work[Telcoln) gnly Trench work includes trenching & back filling only. Does not include placing conduct or pole boxes per code or elect, trenching. Detail for Road work Remove aprox 6"of existing material , grade out sub grade place, grade & compact 6" of 3/4" road bast. Construct pad at tower site for tum around & parking, Install d" to 8" culvert at low spot near barn for drainage under roadway . petail For Tower Placement Tower placement includes raising & lowering tower into place . Does not include hooking or unhooking of tower or bolting pieces together or raising of equipment to be placed on tower. -4s Detail For Landscapi Includes 21 #5 Junipers delivered & planted. Maintained for 1 season & guaranteed for one season. Hauling water per truck 2 times per week for 1 season. Page 2 CHURCH & Associates, Inc. ENGINEERS & GEOLOGISTS DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 303.463.9317 CASTLE ROCK 599 Topeka Way, Suite 200 Castle Rock, CO 80104 303.660.4358 EVERGREEN P.O. Box 759 Pine, CO 80470 303.816.1456 At\pHURCH & Associates, Inc. ENGINEERS & GEOLOGISTS SOIL AND FOUNDATION INVESTIGATION PROPOSED COMMUNICATIONS FACILITY SITE DN 2052-A, BAIR RANCID 66418 HIGHWAY 6 GLENWOOD SPRINGS, COLORADO Prepared for: VOICESTREAM WIRELESS ATTENTION: BILL PICIILER 2323 DELGANY STREET DENVER, CO 80216 JOB NO. 12026 MAI(CI 115, 2000 DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 CASTLE ROCK 303.660.4350 303.463.9317 Fax: 303.463.9321 EVERGREEN 303.816.1455 TABLE OF CONTENTS SCOPE 1 CONCLUSIONS 1 PROPOSED CONSTRUCTION 1 SITE CONDITIONS 2 INVESTIGATION 2 SUBSURFACE CONDITIONS 3 TOWER FOUNDATIONS 4 LATERAL LOADS 5 EQUIPMENT STORAGE BUILDING FOUNDATIONS 6 SLAB -ON -GRADE CONSTRUCTION 6 SURFACE DRAINAGE 6 LIMITATIONS 7 FIGURE 1 - SITE PLAN AND LOCATION OF EXPLORATORY BORING FIGURE 2 - LOG OF EXPLORATORY BORING FIGURE 3- SWELL -CONSOLIDATION TEST RESULTS FIGURES 4 AND 5 - GRADATION TEST RESULTS TABLE 1-- SOIL STRENGTH INFORMATION SCOPE This report presents the results of a soils and foundation investigation for a proposed VoiceStream Wireless Communications Facility at the Bair Ranch site, Site number DN2052-A located at 66418 Highway 6 in the eastern portions of Glenwood Canyon, which has a Glenwood Springs, Garfield County, Colorado address. The report presents a description of the subsurface soil and ground water conditions encountered, recommended foundation systems, and design and construction criteria influenced by the soils. The report is based on data determined during the field and laboratory investigations and our experience in the area. A summary of our findings and recommendations is presented below. CONCLUSIONS 1. Subsoil encountered in Test Hole 1 (TH-1) consisted of 2 feet of fill comprised of moist, loose, silty, sandy, gravelly clay; underlain by moist, hard, silty to very silty clay to 15 feet; underlain by moist, dense to very dense, Sand with silty and clayey layers and containing cobbles and boulders to the maximum depth explored of 26.5 feet, where practical drill rig refusal was encountered on a boulder. Bedrock was not encountered in our boring to the maximum depth explored. 2. Free water was not encountered in the boring at the time of drilling, and the boring was dry for 10 minutes after drilling, when the boring was backfilled. We do not expect ground water to be an issue during construction, based on our observations. 3. The tower can be founded on a drilled pier foundation installed in the native silty clay soils above 15 feet on the site. Foundations deeper than 15 feet will encounter boulders and will be difficult to install. A footing, mat, or block foundation is an option. The equipment storage units can utilize a spread footing, slab / mat, or drilled pier foundation on the upper clayey soils. Design and construc- tion criteria for both foundation systems are given in the report. 4. The soils are suitable for support of slab -on -grade construction, with a low risk of movement due to expansive soils. We recommend any slabs supported on grade be free to move vertically, and not tied to the structure. 5. Good surface drainage should be established and maintained at all times. PROPOSED CONSTRUCTION A 25 to 45 -foot high, laminated wood monopole communications tower is proposed in the lease parcel area, as presented on Figure 1. We understand two equipment storage buildings (BTS units) also will Soils and Foundation investigation Job No. 12026 Page 2 be located on the ground in the 50 -foot by 50 -foot lease parcel. Relatively Tight to moderate construction loads and no below grade construction are anticipated. We do not know the lateral loading or overturning moments on the tower structure. SITE CONDITIONS The site is located in a fenced field on a sheep and cattle ranch in Glenwood Springs, Colorado. The lease parcel site is in the northeast comer of a fenced area used for feeding and storage. The pen has been leveled in some areas by cutting and filling to create flat spots for roads and to store hay and wood. The ground surface in the area generally slopes to the northwest at 15% to 30%. The lease parcel is located below a filled area on a slope to the northwest at 25% to 30%, and is covered with a sparse cover of grass. Site conditions are indicated on Figure 1. The lease parcel is located on a north -facing hillslope on the south side of the Colorado River Valley. The site is about 100 feet south of the top of the slope north -facing slope. We observed very coarse alluvium (cobbles and large boulders in a silty, clayey sand matrix) from the top of the slope down about 65 feet, where limestone bedrock was exposed on the south side of a cut made for the railroad tracks on the south side of the river. Total height of the slope was about 75 feet to the tracks. INVESTIGATION Subsurface conditions were investigated by drilling one exploratory boring at the location indicated on Figure 1 and observing nearby cuts and slopes, as discussed above. The boring was advanced using a 4 - inch diameter continuous flight auger powered by a CME 45 drilling rig. Due to difficult access to the site, we used a drill rig mounted on a tracked vehicle. Samples were taken at 5 to 10 foot intervals using a California sampler, which was driven into the soil by dropping a 140 -pound hammer through a free fall of 30 inches. The California sampler is a 2.5 -inch outside diameter by 2.0 -inch inside diameter device. The number of blows required to drive the sampler into the soil is known as a penetration test. The number of Soils and Foundation Investigation Job No. 12026 Page 3 blows required for the sampler to penetrate 12 inches can be evaluated and gives an indication of the consistency or relative density of the soils and bedrock. We also obtained a bulk sample in a hand -dug hole of the near surface soils from 0 to 1 foot. The results of penetration tests and a log of the soils encountered are presented on the Log of Exploratory Boring, Figure 2. Samples were returned to the laboratory where they were visually classified and had testing assigned to evaluate the engineering properties of the soil layers. Laboratory testing consisted of natural moisture and density determinations, percent finer than the No. 200 sieve analyses, gradation analyses, and a swell - consolidation test. The results of the laboratory tests are presented on Figures 2 through 5. SUBSURFACE CONDITIONS Subsurface conditions encountered in Test Hole 1 (TH-1) consisted of 2 feet of fill consisting of moist, loose, silty, sandy, gravelly clay; underlain by moist, hard, silty to very silty clay to 15 feet; underlain by moist, dense to very dense, sand with silty and clayey layers and containing cobbles and boulders to the maximum depth explored of 26.5 feet, where practical drill rig refusal was encountered on a boulder. Bedrock was not encountered in our boring to the maximum depth explored. We do not expect any fill in the actual pole location in the lease parcel. Based on our observations, the silty clay is a fine alluvial or colluvial material overlying the coarser alluvium observed on the slope to the north as discussed above. The upper silty clay does not appear to contain much coarse gravel, cobbles or boulders, whereas the underlying alluvium encountered at a depth of 15 feet in our boring contains boulders up to 6 feet in diameter. Swell -consolidation testing was performed on a sample of silty clay from a depth of 4 feet. The sample swelled 0.6% when wetted under a surcharge of 1000 pounds per square foot (PSF). In general, the native silty clay soils appear to have a low swell potential if wetted, based on the test results. The underlying alluvium is expected to be nonexpansive as a whole due to the amount of sand, Soils and Foundation Investigation Job No. 12026 Page 4 gravel, cobbles, and boulders it contains, but it is possible thin clayey layers within the alluvium may have a low swell potential. Free water was not encountered in the boring at the time of drilling and the boring was dry when checked 10 minutes after drilling. The boring was backfilled and plugged after drilling, since the hole location was in a stock pen. Based on observations of the slope to the north, ground water is not expected within the zone of influence of the proposed tower. TOWER FOUNDATIONS Based on our observations and test results and our understanding of the proposed construction, we recommend the proposed tower structure be supported by a deep foundation system consisting of a drilled pier bottomed in the clayey soils on the site. We understand a wood pole is often installed into a pre -drilled hole and is commonly backfilled with gravel or lean concrete. Based on the type and height of the proposed wood pole, we anticipate the ability to install the foundation in the finer silty clay present above the coarse alluvium, or above a depth of 15 feet. A drilled pier foundation below a depth of' 15 feet will encounter cobbles and boulders and will be much harder to install. A drilled straight shaft concrete pier foundation system should be designed and constructed in accordance with the following criteria. 1. Piers should be designed for a maximum allowable end bearing pressure of 15,000 pounds per square foot (PSF), and an allowable skin friction of 900 PSF for the portion of pier in native soils. Side shear should not be counted in the upper 5 feet of the pier shaft nor in the bottom 1 pier diameter of the shaft. A minimum dead load pressure is not required. 2. To adequately bottom the piers below the zone of probable moisture increase and develop the design capacity in the case of a concrete foundation, the piers should have a minimum penetration into native soils of 5 feet or two pier diameters, whichever is greater. We recommend a minimum pier length of 10 feet. For a wood pole, the required installation depth should be determined by the structural engineer. 3. All concrete piers should be reinforced full-length with grade 60 reinforcing steel, with a total steel area of at least 0.6% of the pier cross-sectional area to resist tension in the event of swelling, or as designed by the structural engineer. Reinforcement should extend into grade beams of founda- Soils and foundation Investigation Job No. 12026 Page 5 tion walls if applicable. A 4 -inch void forming material should be placed between the piers to con- centrate dead Toads if applicable. 4. We recommend forming the top of concrete piers with forming material such as sonotube to maintain design diameters at the top of piers. The top of piers must not be allowed to "mushroom". 5. Free water was not encountered at the time of drilling and the boring was dry when checked 10 minutes after drilling. Based on our observations, we believe groundwater will not be encountered and casing or dewatering will not be needed if piers are installed above a depth of 26.5 feet. In no case should concrete be placed in more than 3 inches of water. We recommend concrete be on site at the time of drilling and placed soon after the pier is drilled and inspected to minimize the need for dewatering. The installation of the piers should be observed by a representative of our office to confirm piers are bottomed in suitable material and holes are properly cleaned and dewatered. 6. We recommend using sulfate resistant cement in all concrete exposed to the ground as a precautionary measure. A footing, mat, or block foundation are options if desired. In this case, we recommend placing a shallow foundation at least 48 inches below grade for frost protection and designing the foundation using a maximum allowable bearing pressure of 3000 PSF. A total unit weight of 121 pounds per cubic foot and an angle of 30 degrees from vertical should be used when calculating uplift resistance from soil for a shallow foundation. LATERAL LOADS The soils will react to lateral loading of the tower. The top 3 feet of soil not be used in the analyzing of lateral loads due to potentially disturbed conditions. For shallow foundation analyses, an "active" equivalent fluid pressure of 45 PCF for the silty clay soils and "passive" equivalent fluid pressure of 300 PCF should be used. A friction coefficient of 0.35 between mass concrete and the clayey soils can be used. For a drilled pier, the hard silty clay soils from 3 to 15 feet can be analyzed using a modulus of hori- zontal subgrade reaction of 300 Kips per Cubic Foot (KCF). We recommend using a modulus of 100 KCF times the overburden depth for the dense sandy, gravelly alluvial soils between 15 and 26.5 feet. The modulus values are for a long, 1 -foot diameter pier, and must be corrected for pier size. The modulus values have not been reduced for cyclic loading. Strength data is presented on Table 1, attached. Soils and Foundation Investigation Job No. 12026 Page 6 EQUIPMENT STORAGE BUILDING FOUNDATIONS The proposed equipment storage buildings (BTS units) are prefabricated steel, concrete, or fiberglass units that can tolerate differential movements. They can be founded on a shallow spread footing or monolithic slab / mat foundation if desired. The shallow foundation should be designed for a maximum allowable soil bearing pressure of 2500 PSF. The silty clay soils have a low swell potential, and a low risk of slab or footing movement or cracking due to expansive soils exists on the site. Since the site is non- irrigated, the risk is considered lower than in irrigated areas provided surface water is properly controlled. We understand the units may be supported on a platform instead of on -grade for this site. A drilled pier foundation installed into soil with a 4 -inch void below grade beams between the piers is an option if desired, using the criteria in the foundation section of the report. We recommend permanent shallow foundations be covered with a minimum of 3 feet of soil for frost protection. Positive drainage should be provided around the perimeter of the equipment building. SLAB -ON -GRADE CONSTRUCTION The soils are suitable for support of slab -on -grade construction, with a low risk of slab movement or cracking due to expansive soils. if new fill is required beneath slabs, we recommend the onsite soils be compacted to a minimum of 95% of the maximum standard Proctor dry density as determined by ASTM D698, at the optimum moisture content or above. Slabs should be constructed as "floating" slabs, which are free to move in a vertical direction, and not tied to structures. SURFACE DRAINAGE The risk for wetting of foundation soils can be reduced by carefully planned and maintained surface drainage. We recommend the following precautions be observed during construction and be maintained at all times after the structures are completed. Soils and Foundation Investigation Job No. 12026 Page 7 1. Excessive wetting or drying of open foundation excavations should be avoided as much as possible during construction. 2, The surface surrounding the exterior of the structure should be sloped to drain away from the structure in all directions. We recommend a minimum slope of 12 inches in the first 10 feet. 3. Downspouts and drains should discharge well beyond the limits of all backfill. 4. Plastic membranes should not be used to cover the ground surface immediately surrounding the structure. These membranes tend to trap moisture and prevent normal evaporation from occurring. LIMITATIONS Although the boring was located to obtain a reasonably accurate determination of foundation conditions, variations in the subsoil conditions are possible. If conditions different from those described in this report are encountered in the completed excavations we should be notified, We recommend the foundation excavation or pier drilling be observed by a representative of our office. The cost of these ser- vices is not included in the report. An environmental assessment of the site is outside our scope of services. if we can be of further service in discussing the contents of this report, or in the analysis of the influence of subsurface conditions on the design of the structures, please call. 'fhe manager for this project is David Cushman. CHURCH & Associates, 80 Edward O. Church, P EOC/dac 5 copies sent 1 copy faxed to Robert Semaan at 1-402-333-8577 PROPOSED COMMUNICATIONS FACILITY SITE DN 2052A - BAIR RANCH 66418 HIGHWAY 6 GLENWOOD SPRINGS, COLORADO FENCE ,vo • ,c)*• I PROPOSED LEASE AREA 50' X 50' SITE PLAN AND LOCATION OF EXPLORATORY BORING SCALE 1" = 20' i 1 JOB NO. 12026 FIGURE 1 0 WC=10.6 -200=60 5 —10 —15 20 —25 TH-1 EXPLANATIONS: ®FILL, CLAY, SILTY, SANDY, GRAVELLY, MOIST, LOOSE, RED -BROWN CLAY, SILTY, VERY SILTY BELOW 12 FEET, CALCAREOUS, MOIST, HARD, RED -BROWN, WHITE 11 19/12 INDICATES THAT 19 BLOWS OFA 140 POUND HAMMER FALLING 30 INCHES WERE REQUIRED TO DRIVE A 2.5 INCH O.D. SAMPLER 12 INCHES 1 INDICATES DEPTH TO PRACTICAL DRILL RIG REFUSAL Iti INDICATES BULK SAMPLE ;o 19/12 WC=14.2 DD=100 -200=89 39/12 WC=9.7 DD=114 -200=96 50/11 WC=11.6 DD=110 -200=96 50/4 WC=8.6 DD=124 -200=74 0 5 10 15 25 SAND, WITH SILTY AND CLAYEY LAYERS, CONTAINS COBBLES AND BOULDERS, MOIST, DENSE TO VERY DENSE, GRAY, VERY ROCKY BELOW 24 FEET OTES: 1. THE EXPLORATORY BORING WAS DRILLED ON 2-21-2000 USING A 4 -INCH DIAMETER CONTINUOUS FLIGHT AUGER POWERED BY A CME 45 DRIWNG RIG. 2. NO FREE WATER WAS ENCOUNTERED AT THE TIME OF DRILLING, AND THE BORING REMAINED DRY FOR 10 MINUTES AFTER DRIWNG. 3. WC = WATER CONTENT(%) 00 = DRY DENSITY (PCF) -200 = PERCENT OF FINES PASSING THE NUMBER 200 SIEVE. LOG OF EXPLORATORY BORING JOB NO. 12026 FIGURE 2 1 1 1 1 1 1 x 7 6 5 O 4 514 3 1 w 2 1 1 1 1 1 1 1 1 -2 -3 -4 -5 -6 -7 -8 EXPANSION UNDER CONSTANT PRESSURE DUE TO WETTING 0.1 1 10 APPLIED PRESSURE — ksf Sample of Clay, silty, sandy, TH-1 at 4' Natural Dry Unit Weight = 100 PCF Natural Moisture Content = 14.2% 100 JOB NO, 12026 SWELL — CONSOLIDATION TEST RESULTS FIGURE 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 100.0 90.0 80.0 - 70.0 60.0 - 50.0 40.0 30.0 20.0 100 - CHURCH & Associates, Inc. Engineers & Geologists lknver Colorado, 303-463-9317 Evergreen Colorado, 303-816-1455 Castle Rask, Colorado 303-660-4358 Gradation Test Results #200 #100 #50 1130 1116 #8 #4 318" 3/4" 1-I/2" 3" 0 10 20 30 40 50 60 70 su 90 100 0.01 0 1 10 100 Diameter of Particle in Millimeters DESCRIPTION: Clay and silt, sandy, slightly gravelly GRAVEL 3% HOLE / SAMPLE TH-1 SAND 23% DEPTH 19' FINES 74% LIQUID LIMIT N/A MOISTURE 8.6% PLASTICITY INDEX N/A DRY DENSITY (pcf) 124 DATE: 3/15/00 JOB NAME: Bair Ranch JOB NUMBER: 12026 FIGURE 4 100.0 90.0 80.0 70.0 60.0 50.0 40.0 30.0 - 20.0 10.0 0.0 0.01 CHURCH & Associates, Inc. Engineers & Geologists Driver Colorado, 303-463.9317 Evergreen Colorado, 303.816-1455 Castle Rock, Colorado 303-660-4358 1 Gradation Test Results #200 #100 1150 030 #16 01 tib #4 318" 3/4" 1-112" Diameter or Particle In Millimeters DESCRIPTION: Clay and silt, sandy GRAVEL SAND FINES MOISTURE 0% 40% 60% 10.6% DATE: 3/15/00 JOB NAME: BAIR RANCH JOB NUMBER: 12026 10 HOLE / SAMPLE DEPTH LIQUID LIMIT N/A PLASTICITY INDEX N/A DRY DENSITY (pcf) N/A 3' 0 Bulk, 0- P 10 20 30 40 50 60 70 80 90 100 100 FIGURE 5 TABLE 1- SOIL STRENGTH INFORMATION VOICESTREAM WIRELESS SITE DN2052-A BAIR RANCH — 66418 HIGHWAY 6 GLENWOOD SPRINGS, COLORADO PIER DEPTH 0 TO 15 FEET (hard silty clay - moist) C = 3000 PSF 0= 28° TOTAL UNIT WEIGHT = 121 PCF MODULUS OF HORIZONTAL SUBGRADE REACTION = 300 KCF, SEE NOTE 4 DEPTH 15 TO 26.5 FEET (dense to very dense silty to clayey sand, gravel, and boulders - moist) C=OPSF 0=38° TOTAL UNIT WEIGHT = 135 PCF MODULUS OF HORIZONTAL SUBGRADE REACTION = 100 KCF TIMES OVERBURDEN DEPTH NOTES: 1. Modulus values are for a long, 1 -foot diameter pier and must be corrected for actual pier size 2. Strength parameters are experience estimates and measured values 3. Unit Weights are measured and estimated 4. We recommend top 3 feet of materials not be used in analysis of lateral loads due to potentially disturbed conditions. Job No. 12026