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Home My WebLink AboutApplication PermitGarfield County Building & Planning Department 108 8th Street Suite 401 Glenwood Springs., CO 81601- Phcne· (!170)945-8:212 Fax: (970)3€4-3470 Project Address Parc;el No Subdivision Section Township Range ·--·------··--·--·---------··--·---··-·-HUEBINGER DR. GLENWOOD SPRINGS, CO 81601· 239501306063 WESTBANK RANCH PUD #4 REl 1 7 89 . . Owner Information Address Phone Cell Rocky Mountain Natural G:: "-~:!':'o~d~'!!'~~~-•e·-~"" .. ~-··-~••·•J Contractorjs} Phone Met; !ehiiM!!~ (303)278-7179 I\'\ C. 5t l.lQ./'t.£1 \io(d;"jS~ -:C,..c., Proposed Construction I Details has a chock for S860. 75, actual balance is SB49.20 we need to issue~ refund for $11.55, Car)u has be~n informed, jul1e FEES DUE FEES PAID Fee Afl\oun~ lnv Total Primary Contractor y., Valuation: Total Sq Feet: $ 80,000.00 1800 Paytype · -Amt Paid Amt Due Commercial Building Fee Plan Check Fee $849.20 lnv # BLC0-6-09-19499 $ 1,408.69 Check# 7024 Total: Check# 47450164 Wednesday, July 8, 2009 $559.49 $849.20 $ 0.00 Required Inspections: For Inspections call: 1 (970)384-5003 Inspection IVR See Permit Record Building Department Copy 2 I ' ' Garfield County Building & Planning Department 108 8th Street, Suite#401 Glenwood Springs, Co. 81601 Office:970-945-B212 Fax: 970-384·3470 Inspection Line: 970-384-5003 Building Permit No. BLC0-6-09-1 079 Parcel No: 2395-013-06-063 Locality: Westbank Ranch PUD #4, Lot 63 Job Address: 735 CR 109, GWS ----------- Use of Building: Owner: Contractor: Fees: Plan Check: s<:<~-''f $ ~ Septic: Bldg Permit: $ --~-g$"J.?S0ther Fees: -----··------------ /'{o'V>T Total Fees: $ ~ Clerk: Date: I 3 4 GARFJFLD COUNTY BUILDING PERMIT APPUCATION 108 8'0 Street, Suitc40l, Glenwood Springs, Co 81601 Phone: 970-945-8212 /Fax: 970-384-3470 I Inspection Line: 970-384-5003 www. oarfic!d-cou nt v.com ,, above, or an mothmized agenl. lfthe sigttature ~claw;, not that of the Owner, a separa1e ,, to the prope1ty for pil'f'OSes of in•pectim.o by I he Bmlding Departw.ent i , (2) County lSDS Permit, (3) another permit required for use on the property identified above, e.g. ~tale or Permit. l · not commenced withinl80 days nfthe dak of iMuance ""d 1fwork is suspended or .~bandoned for a period of 180 CERTIHCA TJON l hereby certify that I have read this Application and that the information conwined above IS true and correct. I nntlemand that the Building Department accepts tl•e Application, al011g wah the pluns and specifications and oth~r d~ta submined by me or on my behalf (~ubmittals), based upon my ceniftcatJOO as to accuracy. Asmming completene!< of the submittal• and awroval of this Applicauon, a Buildillg Permit wilt be issued granting perm;ssion to me, a' Owner, w construct I he strutture(s) ami facilttoes dew•l~d on the submittals reviewed by the Building DBpartment ln consideration of the )esuance of the Building Permit, I agree that I and Code.JSDS regulations and I 1 1 . i any, ·ill l ·or local law regulating the work amlthe Garf1eld County Building a may be suspended or revoked. upon nat ice from the C'ounty. if the location, ~ny mher applicable law. ackno ... ledge that the isoua11ce of the Btalding Pem1it docs not prevent the inspection• of the work by the BuilJiElg Department do not consmmc a" acLcplancc ofre>p('!lsillllit) or liability by th~ County of ~rraro, om<>,om · iii compliwtce wi1h federal. stale and local laws and County Regulations rest with me and my authorized agent~, including without UNPERST A."'P THE NO'l'ICE & CERTIFICATION ABOV£: STAFF USE ONLY Special Conditions: Adjusted Valuation: l'lanCbeckFee: S"S'Lf,CfL( Permit Fee: '2S3 . ..f:S Manu home Fee: Mise Fees: 00COO.oa §>;q,~1 ~tJ. 7&. Jsns Fee: Tot:;l>'"" ~!.j 9<1-l.fi Fees Paid: Balance Due:~tff.2.. BP No & Issue Date: ISDS No & Issued Date: 117q .L[q fM;&.t£' @L0-Gr0HO fq '·~ •.C.( Setbacks: OCC Group: Const Type: ov"~·· u v-e BLI~PT'~~ • £"/1.7/0'j p~~ , 5'/~1101 ~\ .~~ -APPlWVAL~ }~ -· \PPROVAL -.. DATE DATE The following items are required hy Garfield County for a tina! Inspection: 1) A tinal Electrical Inspection from the Colorado State Electrical Inspector. 2) Permanent address assigned by Garfield County Building Department and posted at the structure and where readily visible from access road. 3) A finished roof; a lockable building~ completed exterior siding; exterior doors and windows installed; a complete kitchen with cabinets, sink with hot & cold nmning water, non-absorbent kitchen floor covering, counter tops and finished walls, ready for stove and refrigerator; all necessary plumbing. 4) All bathrooms must be complete, with washbmvl, tub or shower, toilet, hot and cold running water, non-absorbent floors, walls finished, and privacy door. 5) Steps over three (3) risers, outside or inside must be must have handrails. Balconies and decks over 30" high must be constructed to all IBC and IRC requirements including guardrails. 6) Outside grading completed so that water slopes away from the building; 7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of extenuating circumstances., i.e. weather. Under such circumstances A Certificate of Occupancy may be issued conditionally. 8) A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies where applicable. A CERTIFICATE OF OCCUPANCY (C.O.) WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. A C.O. MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. OWNER CANNOT OCCUPY OR USE DWELLING UNTIL A C.O. IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND !VIA Y BE GROUJimS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a C.O. for the building identified in the Building Permit. DAT· Bapplicationdecember2007 GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MULTI-FAMII"Y RESIDENTIAL BUILDINGS Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan reView can proceed. Other plans that are in line for revie\\' may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilltate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan and in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Plans to be included for a Building Permit must be on draft paper at least 18"x 24"" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony steps, hand rails and guard rails, windows and doors, including the tin ish grade and original grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re~bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations may be required. Check with the Building Department. I A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. windspeed, wind exposure B or C, and a 36 inch frost depth. All sheets need to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be in compliance with the 2003 IBC, IPC, IMC, IFGC, and IFC, 2006 IECC. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: 1. Is a site plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to the property lines from each comer of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 30% or more on properties must be show on site plan. (NOTE: Section 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyors signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat, shall include a copy of the building envelope as it is shown on the final plat with the proposedptructure located within the envelope. Yes._V~- 2. Does the site plan when applicable include the location of the l.S.D.S. (Individual Sewage Disposal System) and distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor with their signature and professional stamp on the design, / Yes Not necessary for this project __ _ 3. Does the sit~pla indicate the location and direction of the State, County or private road property? Yes accessing the 4. Have you provi9ed any RESOLUTIONS and/ or LAND USE PERi\UT(S) associated with this property? Yes V ifYespleaseprovideaCOPY. No ____ _ 5. Is the l.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? / Yes Not necessary for this project. __ V,__ 6. Are the plans submitted for application review construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for permit issuance only", "Approval drawings only", ''l)tfr permit issuance only" or similar language? Yes ___ V __ Not necessary for this project __ ._ 7. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in 2 (Check applicable zone district for buildin~t maximum) Yes __ Not necessary for this project __ 18. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or _2hase II EPA certification? Yes __ Not necessary for this project_V_ 19. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IBC or IRC? / Yes __ Not necessary for this project_V_ 20. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the reqlJ,W€ments of the IBC or IRC? Yes __ Not necessary for this project_\/_ 21. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? / Yes __ Not necessary for this project __ V_ 22. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass pan7Js; sh wer doors and tub enclosures and specify safety glazing for these areas? Yes __ Not necessary for this project __ _ 23. Do the plans include a complete design for all mechanical ~ems planned for installation in this building? Yes __ ~ No Not necessary for this project_v'_._ 24. Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the !BC Chapter 3) / Yes ___ Not necessary for this project_~_V_ 25. Does the plan indicate the quantity, form, use 7nd st rage of any hazardous materials that may be in use in this building? Yes __ Not necessary for this project __ 26. Is the_ location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? / Yes __ Not necessary for this project __ 4 7:30 a.mymd 3:30p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes ------i,L_ 38. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 t)?inspection fee? Yes V 39. Are you aware that prior to submittal of a building permit application you are required to show proof of a legal and adequate access to the site? This may include (but is not limited to) proof of your right to use a private easement/right of way; a County Road and Bridge penn it; a Colorado Dept. of Highway Permit including a Notice to Proceed; a permit from the federal government or any combination. You can conta;.tthe Road & Bridge Department at 625-8601. See Phone book for other agencies Yes V 40. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perfol.)Jl installations and hookups? The license number will be required at time of inspection. Yes V 41. Are you aware, that on the front of the building permit application you will need to fill in the Parcell Schedule Number for the lot you are applying for this pennit on prior to submittal of the building petmit ~cation? Your attention in this is appreciated. Yes 42. Do you know that the local fire district may require you to submit plans for their review of fire safety issues'? / Yes_V_ (Please check with the building department about this requirement) 43. Do you un~er tand that if you are planning on doing any excavating or grading to the property prior to issuanc of a building permit that you will be required to obtain a grading permit? Yes--·--Not necessary fOr this project __ 44. Did an Architect seal the plans for your commercial project? State Law requires any commercial project with oc~up cy of more than 10 persons as per Section 1004 of the IBC to prepare the plans and specific ons for the project. Yes__ Not Necessary for this project _____ _ 45. If you anticipate obtaining a water tap from the City of Rifle, please provide a letter indicating that the City will provide water service. No building permit application will be accepted without such a letter. Yes \--\\11 6 1111 ~'!•'• flmJI,Mii ,l~!.tli/1 ,i-1.\~li\l~~~~~~~il•'i',~·w IIIII Reception~: 733565 lil9/2lill2007 03:00;2B PM ..le<tn 1'\lb<'rico 1 of 4 Ree Fee:$0 00 Doc F"~e 0 00 GARFIELD COUNTY CO STATE OF COLORADO ) )ss County of Garfield ) At a regular meeting of the Board of County Commissioners for Garfield County, Colorado, held in the Commissioners' Meeting Room, Garfield County Courthouse, in Glenwood Springs on Monday the 4th of September, 2007, there were present: _J'-'o"hn""-'M"""art'-'i!l!n ____________ , Commissioner Chairman -,L':"'arryl.L':'M'-'c"C"'o'-"w"n'-----------' Commissioner _T':r"'e"si'"H"'o"'u""':t-:--------------' Commissioner _:C""'ar"'o:c;lv"'nwD"'ahl~.,ar"e"-n-----------'' Deputy County Attorney ~J,_,e"'an!U:A,.Ib.,e"n"'' c"'o ____________ . Clerk of the Board ~E"'d"-"'G~re~e"'n'"("A"'b"se"n"-t)'-----------' County Manager when the following proceedings, among others were had and done, to-wit: RESOLUTION NO. 2007-_]] A RESOLUTION AMENDING THE TEXT OF PARAGRAPH A AND PARAGRAPH G OF SECTION III OF THE RESIDENTIAL/MULTI-FAMILY, FOURPLEX DISTRICT (R/M.F.4), OF THE WEST BANK RANCH PUD (RESOLUTION NUMBER 93-084) AS RECORDED ON OCTOBER 13™, 1993 UNDER RECEPTION NUMBER 453630, BOOK 878 AND PAGE 456 AND ASSOCIATED ZONING REGULATIONS (BOOK 0878 Al'ID PAGE463). WHEREAS, on the 2nd day of January, 1979, the Board of County Commissioners of Garfield County, Colorado, adopted Resolution No. 79-1 concerning a Zoning Resolution for the County of Garfield, State of Colorado; and WHEREAS, the Board is authorized by the provisions of Sections 30-28-109 through 30-28-116, C.R.S. 1973, as amended, to provide for the approval of amendments to such Zoning Resolution, and the Board has so amended the said Resolution; and WHEREAS, on December 16, 1991. the Board adopted a codified version of the Garfield County Zoning Resolution of 1978 and all subsequent amendments; and \VHEREAS, on the 13th day of October, 1993, the Board of County Commissioners of Garfield County; Colorado, adopted Resolution No. 93-084 concerning a ZDning Resolution for the County of Garfield. State of Colorado; and WHEREAS, on July 11, 2007, the Garfield County Planning Commission recommended approval of the proposed text amendment to Paragraph A and Paragraph G of Section ill of the Pagelof4 I IIi ~~~·.n. n~/I,MJI ,flllf,lljJI.i~~~ll·:lll)'lll:l ,[~11: ~·i llii Ill Reception#: 733565 ()9/Zil/2007 03 00:28 PM Jean Pli:>erioo 2 of 4 Rec Feeo$0.00 Coo Fee:0 00 G~RFIELO COUt!T'f SO Residential/Multi-Family, Fourplex Zone District (RIM.F.4), of the West Bank Ranch PUD {Resolution Number 93-084) as recorded on October 13 1n, 1993 under Reception Number 453630, Book 878 and Page 456 and associated Zoning Regulations (Book 0878 and Page 463); WHEREAS, a public hearing was held on the 4th day of s~ptember, 2007 before the Board of County Commissioners of Garfield County, Colorado, at the Commissioners meeting room, Suite 100, Garfield County Administrative Building, 108 8th Street, Glenwood Springs, Colorado, as to which hearing, public notice was given in accordance with requirements of Section 10 of the Garfield County Zoning Resolution; WHEREAS, the Board on the basis of evidence produced at the aforementioned hearing has made the following determination of fact: 1. That the meeting before the County Planning Commission and the public hearing before the Board of County Commissioners was extensive and complete, that all pertinent facts, matters and issues were submitted and that all interested parties were heard; 2. The proposed modification, removal or release of the provisions of the Plan by the County does not affect the rights of the residents, occupants and owners of the PUD to maintain and enforce those provisions at law or in equity; 3. The PUD text is consistent with the efficient development and preservation of the entire PUD [and the modification] does not affect in a substantially adverse manner either the enjoyment of land abutting upon or across a street from the PUD, or the public interest, and is not granted solely to confer a special benefit upon any person; 4. That the proposed PUD Amendment has been detern:llned to be in the best interest of the health, safety, morals, convenience, order, prosperity and welfare of the dtizens of Garfield County; 5. That the application has met the requirements of the Garfield County Zoning Resolution of 1978, as amended, specifically Sections 4.12.03. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Garfield County, Colorado, that tbe West Bank PUD, adopted on the l31h day of October, 1993, and identified as its Resolution No. 93-084 and associated Zoning Regulations (Book 0878 and Page 463), shall be and hereby is amended and said language will be incorporated into the West Bank PUD as shown on the attached Exhibit A: Page 2 of 4 IIIII ~fl.!'' Wllcl'lll ,I'll I cl"'ll ,I'll\ .!IIIII illY ol'llt.l•'l ,m'i 111111 Reception~: 733565 09J"012807 03:0~:28 PM Jean Alberico 3 c· 4 Rec Fee:$e.08 Doc Fee:0 80 GARFIELD COUNTY CO ATTEST: GARFIELD COUNTY BOARD OF CO~SSJONERS, GARFIELD ~~ cciUNTY,COLORADO ." \ I =-:9~-~~"--:-'YY'(~~~~"------. ·-,"', '~/~/ -~ Clerk:)! the Board Chai7'i /-) Upon motion duly made and seconded the for~oing Resolutjlan was adoBied by the following vote: \ ( j _/ Larry McCown , Ay_:. ,)( _ ~-.. _/ Tresi Houpt '----;-Aye '----- John Martin , Aye STATE OF COLORADO ) )ss County of Garfield ) I, , County Clerk and ex -officio Clerk of the Board of County Commissioners, in and for the County and State aforesaid, do hereby certify that the annexed and foregoing Resolution is truly copied from the Records of the Proceeding of the Board of County Commissioners for said Garfield County, now in my office. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of said €ounty, at Glenwood Springs, .this __ day of , A.D. 2007. County Clerk and ex-officio Clerk of the Board of County Commissioners Page 3 of 4 EXHIBIT A Westbank Ranch PUD Zoning Re~rulations (Book 878, Page 463 and Page 464) Section III. RJM..F.4-Residential/Multi-Family, Fourplex District A. G. Page4 of4 Uses, by right: ADD: "Communications Facility" Maximum Building Height CHANGE TO: "55 feef' 1111 !'JI"i.l'f.t~I.HII ,NIU'Ih .~tw.I-M:r!li.lfll.~·~ IIIII Reception~: 738222 11/30/200711,15,33 AM Jear. Alberico 1 of q Reo Fee:$21.00 Doo Fee:0.00 GARFIELD COUNTY CO THIRD AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS FOR WESTBANK RANCH P.U.D. FILING NO.4 A Common Interest Planned Community By written ballot, and by a vote of 3 ~ to ___l__, the membership of the Westbank Mesa Homeowners Association, Inc. has authorized amendments and additions to the restrictive covenants forWestbank Ranch P.U.D. Filing No.4. WHEREFORE, the Declaration of Protective Covenants for Westbank Ranch P.U.D. Filing No. 4, a Common Interest Planned Community, recorded in the office of the Clerk and Recorder of Garfield County, Colorado, on May 12, 1994, as Reception No. 463060 in Book 902 at Page 263, the First Amendment to Declart~.tion of Protective Covenants for Westbank Ranch P.U.D. Filing No.4, a Common Interest Planned Community, recorded in the office of the Clerk and Recorder of Garfteld County, Colorado on May 31, 1994, as Reception No. 463958 in Book 904 at Page 296 and the Second Amendment to Declaration of ProteCtive Covenants for Westbank Ranch P.U.D. Filing No.4, a Common Interest Planned Community, recorded in the office of the Clerk and Recorder of Garfield County, Colorado on July 22, 2005, as Reception No. 678767 in Book 1709 at Page 349 are hereby amended by amending and adding to Articles IV and VI (new language is underlined): ARTICLE IV B. METHOD OF APPROVAL. The Board shall approve or disapprove the plans and specifications in writing within thirty {30} days from the receipt thereof One (1) set of said plans and specifications, with the approval or disapproval, shall be retained by the Board for a period of three {3) years. In the event no action is taken to approve or disapprove such plans and specifications within said thirty (30) day period, the provision requiring approval of said plans and specifications shall be deemed to have been waived. The preceding 30 day period shall not apply in the case of applications for the construction. addition to. enlargement or alteration of any commercial st,ructurm;_. including but not limited to any cellular traJ}smissions tower or similar communications device located on Lot 63. lllllil'l.l'f.ll'i/,HIU'"slr,lllh .~lfllti+A:Illt~l'll~~·~ IIIII Rect~ptionll: 738222 11/31'll2llllil7 11:16:33 AM Jaan Alberico 2 of 4 Rec Fea:$21 .00 Doc Fsa:0.0l'l GARFIELD COUNTY CO D. NO WAIVER OF AUTHORITY The Board's authority to approve additions to. enlargements of. and alterations to any structure before such additions. enlargement&. or alterations are undertaken shall extend to any and all_structurel! built within the subdivision, including to any tower or other commercial structure of any kind that may be built upon Lot 63. N9-.Agr_eement between the Board and the owner of any Lot to suspend the requirements of this Article for any one specific project. or series of projects (e.g .. fbr initial construction). shall constitute a waiver of the Board's authority to _;wprove or disprove subsequent additions, enlargement~_ or alterations of any structure( s} or on any: lots in the subdivision--' ARTICLEVL B. BUSINESS COMMERCIAL OR TRADE USES. No lands in the Subdivision shall ever be occupied or used for any commercial, business or trade purpose and nothing shall be done on any of said lands which is a nuisance or might become a nuisance to the owner or owners of said lands, with the exception, however, that the use of a portion of the lands for sale of lots by the Declarant shall be permitted. Use of a residence for a business purpose shall be authorized provided such use is non~observable from other lots, does not generate any vehicular traffic or noise and does not alter the premises in any fashion. Th~construction and operation of a cellular transmission tower on LotJ?1....§haU not constitute a business commercial or trade use subject to regulation under this provision of the Declaration so long as that tower is used for only one entity's transmissions and communication services. However, if the owner/operator of such tov,:g should ~er lease. rent or allow more than one entity to use the tower or its related transmission facilities for profit or gain. or if any lessee. renter. or user of such tower should ever enter into any agreement with any ether entity to sub~ lease or_ oth~JWise allow the other entity to also use the tower its or related transmission facilities for profit or gain. such use would then be considered a prohibited bqsiness activity under the, meaning of these Covenants. unless the Board in its discretion were to allow the same under what~ver conditions it should determiue. in.Jts sole discretion. J. TOWERS AND ANTENNAS. No towers or radio and television antennas shall be erected or permitted to remain on any residential lot within the Subdivision, except that normal radio and television antennas attached to a dwelling house may project up to six ( 6) feet above the highest point of the roof of the structure. Satellite dishes shall be permitted as approved by the Board. This prohibition shall not apply to Lot 63. Except as amended hereby, all other terms and conditions ofthe Declaration of Protective Covenants , First Amendment, and Second Amendment thereto shall remain in full force and effect. 111111 ~~<'•l'!:liVI.HII .~I.~ .Hrr.l>\l~~rt.fil?, 1'111.~·~ IIIII Reception~: 738222 11130/2007 11:16:33 AM Jaan f1lborica 3 of 4 Rea fee:$21.00 Ooo Fee:0.00 GARFIELD COUNTY CO Dated this __fj__ day ofNovember, 2007. ATTEST: Q Te~~ Treasurer I WESTBANK MESA HOMEOWNERS ASSOCIATION, INC. a Colorado non-profit corporation, By If-?-c:::...:~_L-./~- Randy Crenshaw, President ' . ' /BIH fll'o l'~lli!,lllll ,It\ ,filh,l-ll'r.~l+!l:~i. I·~~·~ IIIII Recept 1on#: 738222 11130/2007 11:16:33 AM Je~n Alberico 4 of 4 Rec Fee:$21.00 Doc Fee:~ ~0 GARFIELO COUNTY CO STATEOFCOLORADO ) ) COUNTY OF GARFIELD ) The foregoing instrument was acknowledged before me this 2:l..bfay of November, 2007, by Randy Crenshaw as President ofWestbank Mesa Homeowners Association, Inc. Witness my hand and official seal. My commission expires: \:l·). \•:!. ~t:>::, STATE OF COLORADO ) ) COUNTY OF GARFIELD ) _\2.~1)..~ Notary Public T'. The foregoing instrument was acknowledged before me this "7-q -day of November, 2007, by Terry Collins as Treasurer ofWestbank Mesa Homeowners AssOciation, Inc. Witness my hand and official seaL . . . A 31 2010 . . . My comm!SSlOO exp1ffis ug. • My commission exp1res: ...:...:..... ___ _ J775410_l.DOC ti~--¥~· Notary Public PETRONELLA STRIJBOS-ARTHUR Notary Public State of Colorado I I I I I I I I I I AMENDMENT NO. 1 This Amendment No.1 is attached to and made a part of the Site Agreement (the "Agreement") dated March 8, 2007, by and between NEXTEL WEST CORP., a Delaware corporation (herein called "Lessee"), and Rocky Mountain Natural Gas Company, a Colorado corporation (herein called "Lessor"). WHEREAS, Lessee and Lessor desire to amend the Agreement to extend the Commencement Date (as that term is defined in the Agreement) for a period of eight (8) months ("Extension'') and to update Lessee's notice addresses. NOW, THEREFORE, in consideration of the mutual covenants contained herein and for other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledg~d, the parties agree as follows: l. The terms in this Amendment shall have the same meaning as like terms in the Agreement. I.n case of any inconsistencies between the tenns and conditions contained in the Agreement and the terms and conditions contained hereiil, the tenns and conditions herein shall control. Except as set forth below, all provisions of the Agreement remain unchanged and in full force and effect 2. That the first sentence of Paragraph 4 of the Agreement entitled "Term" shall be deleted in its entirety and replaced in full with the following; This Agreement shall be for a tenn of S years (herein "Original Term") commencing upon the instaHation of the Lessee's Facilities or April 5, 2008, whichever is earlier ("'Conunencement Date"). 3. That the portion of Paragraph 9 of the Agreement entitled "Notices" pertaining to the Lessee notic<7 addresses, shall be deleted in its entirety and replaced in full with the following: Lessee: Sprint Nextel Property Services Mail stop: KSOPHTO 10 1-Z2650 6391 Sprint Parkway Overland Park, KS 66251-2650 With a copy to; Sprint Nextel Law Department Mailstop KSOPHTOJOI-Z2020 6391 Sprint Parkway Overland Park, Kansas 66251-2020 Attn.: Real Estate Attorney [SIGNATURES ON FOLLOWING PAGE] [REMAINDER OF PAGE INTENTIONALLY LEFT BLANK] L)N WITNESS \VHEREOF, the parties have caused this Amendment to be executed on this~ -day of flu"tos·.:-, 2007. LESSOR: Rocky Mou ain Na a Colorado c ; Title: \ LESSEE: NEXTEL WEST CORP., a Delawar£co~~:J:~ By: ~~..__,./?.----IPi>i'Eie an oydzia ""-., Sign & D1 Director, S stem Development Date: I d1 05!27/2009 1'/EO 11'16 FAX 3037213944 !ltl~~ll,l Sprint Nextel Corporation 333 Inverness Drive South, Englewood, CO 80112 May26, 2009 Garfield County 108 811' Street, Suite 40\ Glenwood Springs, CO. 81601 RE: Sprint!Nextcl Authodzation Letter for DN72XC036 Cattle Creek-· 735 CR I 09 To whom it may concern, As the Project/Pmgram Manager for Sprint!Nextel, I am providing t!Jis letter of authorization for Chris Stt)•ker with Stryker Site Services to submit a Building Permit for the above referenced project on our behalf. If you should have any questions or require additional information, please do not besitate to calL Thank you in advance for your consideration. c::-~~·:A 'Y /1et·ty~ Project/Program Manager ld!OOl/UUl BUILDING PERMIT GARFIELD COUNTY, COLORADO lfl,!SPECTION IJI.IlLl NOT BE MADE UNLESS Tt-l IS CARD IS POSTED ON THE JOB AGREEMENT In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structured for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building department and IMMEDIATELY BECOME NULL AND VOID. u,.)Yl~liJ! Q 'Pi' lilffDinDI'Iuniu.iifon :Iiiw\f" Address gr Legal Description 15, f __ C_fe.. _.U~-__l.i_WS, ____ ·----~~~··~-------.. ~·~·~------- owne• Rocf~ H1J) 1\lli\Jrol(ilf:. Cont<a<to' OOI~ff'"1 ChtL:) """d;n9 p.,m;nyp• Co'IW'VV\erciol This Card Must Be Posted So It Is Plainly Visible From The Street Until Final Inspection INSPECTION RECORD Footing Driveway 7~/o-e;r ;<"C?:' ~ C.'/f;cC-1< ojj "'-" """' Foundation I Grouting Insulation Underground Plumbing Drywall Rough Plumbing Electric Final (by State Inspector) 'E)-:>~6? (Prio, to Final I Rough Mechanical Septic Final Gas Piping FINAL 8-5-o'? 9"0, Electric Rough (by State Inspector) (You Mu<t(all For Fm~lln>pedion) "~ M' 1=/&t Notes (Pr<or to Framing) Framing (to indude Roof In place & Window• & D<>of< installed & fire•topping in place) APPROVED Date THIS PERMIT IS NOT TRANSFERABLE For Inspection Caii970-3B4-5003 Office 970-945-8212 108 Bth Street, Suite 401 Glenwood Springs, Colorado 81601 DO NOT DESTROY THIS CARD "1-1-dl •v t.Jonnnn.J,~~Itt PROTECT PERMIT FROM WEATHER AMAGE (DO NOT LAMINATE) Au, 4. 2009i 9:0JNk,onsMC Squad Holdings No. 5591 Jf-'. 'J.. t 01 L. Div.lsion of li!.e•gistra1tiorls View Permit 6712M Reque~tor Site StatustAetions Compi;ir." Name: MC SQUARED HOLDINGS, !NC_ Fir~.t Name: DARREN Last Name: StAMBAUGH Address: 850 BRICKYARD CR City: GOLDEN State: CO Zipcode: 804030000 Phone: {303) 278-7179 Fax: ()- En)ail Address: darran@mc2telecomcom License Number: 7476 Property Type· PRIVATE Propertv Owner; TIM ATWATER Job Sitt;l -.ddfess' 735CR 109 City· GLENWOOD SPRINGS State co Zipcode: County: GARFIELD Power: XCEL-RIFLE Building Type: COMMERCIAL Construction Type: NEW Mise Construction· COMME':RC!AL NEW Cost of Materials I Labor$: 7000 i https:llwww.dora.state.co.uslplslreallep _ web_penuit_~ui.show_page?p __ user_ type~ELECT... 81412009 , ' Aug! 4. 2009 '9 OJAM MC Squar!d Holdings No. 5591 p' 3 I I· ! I i ' I i I i Permit Number: 671284 Type: ELECTRICAL Status: CLOSED Opened: OS13011009 Expiration Date: 06130/2010 Closed: R'~rlaces: NONE R.epk·ced ey-NONE Questions?· Check out the Definitions Page: or Fre uentf Asked Questions FA Please take our~ to tell us about your experience with the:online permits ite. ' ' Gc[lllf<ltl::d: Oll/041200~ 09:M ~-m. Privacy S¥atement ! Disclaimer Tei)hniW!I A~~jsl;mcsr E-maillnloqm1tio~ Tsohnolo!lll Ssclion Federal Home Page II State Homt Page \1 Department Horne P~ge TOQ OfPaqe E-MP.il the Oivisioil of Registrations 1560 Broadw"y, Suite 1500 Oenver, yo 60202 (3Q3) 894-2~65-PM~& (303) 894-2310-Fax Reiay Colorado (frY (E~;<Ii~t> & S~;~ni$~). Wice. VCO, ASCII, STSA5siHoncc: Numbers) fttps://www.dora.state.co.us/pls/reaVep _web _permit_gui.show _page?p _user_ type~ELECT ... 8/4/2009 July 10, 2009 MC 2 Holding Inc. Attn; Michael Zimmerman 850 Brickyard Circle Golden, Colorado 80403 ;:, r·.,,.,.,· ,~_,,----. i. -: ''" -:··-:·, !'1 .. ·-•' _,-'., .. ,.,.,,. i , ... ,-,,_ ,J-)-; -·",>- '·I 1 _ • i : :-, i -~•,- Job No. 109 199A Subject Obse;:vation of Excavation, Proposed Cattle Creek Cell Tower, 735 County Road 109, Garfield Co1mty, Colorado Dear Mr. Zimmerman: As requested, a representative ofHepwmth-Pawlak Geotedmical, Inc. observed the excavation at the subject site on July 9, 2009 to evaluate the sOJ1s exposed for foundation support. The fmdings of our observations and recommendations for the foundation design are presented in this report. The services were performed in general accord(lnce with our agreement for professional engineering services to MC2 Holding, Inc., dated June 16,2009. The proposed cell tower will consist of a 50 tOot tall circular steel column fmished to appear as an evergreen tree. The circular column will rest on a concrete spread footing designed to impose a maximum soil bearing pressure of 1,950 psf. A r.etaining wall will be constructed along the uphill side of the excavation. At the time of our visit to the site, the foundation excavation had been cut into the hillside in one level from 5 to 12 feet below the adjacent ground surface. The soils exposed in the bottom of the excavation consisted of silty. sandy gravel with cobbles. The results of a gradation analysis performed on a sample of the gravel (minus 5 inch fraction) obtained from the site are presented on Figure L No free water was encountered in the excavation omd the soils were slightly moist. Considering the conditions exposed ill the excavation and the nature of the proposed construction, a spread footing placed on the undisturbed natural gravel soli designet.i fOr an allowable soil bearing pressure of 1,950 psf can be used for support of the proposed cell tower. The exposed soils appear relatively dense and post-construction movement of the foundation is expected to be relatively minor. Footings should be a minimum width of2 feet. Loose and disturbed soils in footing areas should be removed and the bearing level extended clown to the undisturbed natural soils. Exterior fOotings should be provided with adequate soil cover above their bearing elevallons for frost protection. Continuous fotmdation walls should be. reinforced top and bottom to span local anomalies such as by assuraing ffi1 unsupported length of at least 12 feet. Foundation wal1s acting as ", !'-<· ' : '-; ; ' ' ··;; .. ~. ''-'·-"·'· MC2Holding lnc. July 1 ()) 2009 Page 2 retaining structures should also be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 50 pcf for on-site soil as backfill. A perimeter foundation drain should be provided to prevent tempomry buildup ofhydrostatic pressure behind the retaining wall. Backfill placed arow1d the structure should be compacted and the surface graded to prevent pending within at least 10 feet of the cell tower. The reconuneudations submitted in this letter are based on our observation of the soils exposed within the foundation excavation and do not include subsurface exploration to evaluate the subsurface conditions within the loaded depth of foundation influence. This study is based on the assumption that soils beneath the fuotings have equal or better support than those exposed. The risk of foundation movement may be grealer than indicated in this report because of possible variations in the subsurface conditions. In order to reveal the nature and extent of variations in the subsurface conditions below the excavation, drilling would be required. It is possible the data obtained by subsurface exploration could change the recommendations contained in this letter. The site is underlain be Eagle Valley Evaporite that is knovm to be associated with sinkhole development. The risk of groUnd subsidence throughout the service life of the tower at the site appears low, but the o1Nt1er should be aware of the risk. If you have any questions or need further assistance, please call our office. Sincerely, LEE/ksw attachments Figure 1 ~· ------------------ JohNo. J()9199A 0 w z ~ w a: ,... z w {) a: w Q_ TIME READINGS 30 100 .C01 .002 .005 .009 .019 .037 .074 .150 .300 2.36 4.75 9.5 12.5 DIAMETER OF PARTICLES IN MllLIMEfERS ~~~~ GRAVEL 53 % SAND 32% SILT AND ClAY 15 % UQUIDUMIT % PlASTICITY INDEX % SAMPLE OF: Silty Sandy Gravel with Cobbles FROM: Bottom of Excavation 90 70 60 "' z '" "' "' Q_ " >-z w {) "' w 40 Q_ 30 " 0 109 199A ~ GRADATION TEST RESULTS Figure 1 He wort!i-Pawlak Geote<:!inlcal Structural Calculations 55-Ft. Pine Tree Monopole For Sprint/Nextel Site Location: Lot 63 Westbank Ranch PUD Glenwood Springs, CO Site Name: Cattle Creek: DN72XC036 Designed According to: ANSI/TIA-222-G 2005 Meets the Requirements of: 2006 International Building Code Calculations Prepared by: J)A-Vine:i ]::n~inee.rin~, Irtc. # 1209201-078 Job# 09-008 Table of Contents RISA Tower Monopole Design Summary and Sketch Monopole Design Calculations Monopole Base Plate and Anchor Bolt Design Calculations Caisson Foundation Design Calculations Anchor Bolt Embedment Calculations Seismic Shear Calculations DaVinci Engineering, Inc. P.O. Box 1966 Santa Maria, CA 93456 (805) 922-5221 www.davinci-engineering.com Chameleon Engineering 221 Town Center West PMB 140 Santa Maria, CA 93458 (800) 479-4026 Page--- Page 1-6 Page 7 Page 8 Page 9 Page 10 I ~ I ' gl • "I I I I I I I i I~ I p; ., I" , i I ' § " " g ' I :I il I II i i I I 'I I I DESIGNED APPURTENANCE LOADING I MATERIAL STRENGTH GRADE :c::~--=1:~~ GRADE J [5o-;.., ~~ bi ~:::..._-:-} TOWER DESIGN NOTES Tower is located m Garf1eld County, Colorado. Tower desig11ed for Exposure C to the TIA-222-G Staridard. Fy Tower des1gned for a 90 mph basic wind in accordance with the TIA-222-G Standard. Tower is also designed for a 50 mph basic Wi<ld with 0.25 in ice Ice is considered to increase in thickness with height. Deflections are based upon a 60 mph wind. TOWER RATING: 97.5% AXIAL 23714/b SHEAR /·h MOMENT 5422 lb .J __ _J \ 170 kip-ft 50 mph WINO-0.2500111 ICE I AXIAL ~~~~~ 20132/b MOMENT SHEAR ,r'~ 702 kip-fl !i 22413/b_~!_j \ lLUJ_lj, REACTIONS-90 mph WINO DaVincl Engineering, Inc. PO Box 1966 Santa Maria, CA 93456 Phone. (805) 922-5221 FAX: 805 880-0402 oO: 1209201·018 Poll>: "" . ,~, "' RISATower Job Page 1209201-078 1 of 6 DaVInci Engineering, luc. Project Date PO Box 1966 55-ft Pine Tree Monopole 22 17 55 05/06/09 Soma Maria. CA 93456 Client Designed by Pho11e: (805) 922-5221 Sprint!Nextel: Cattle Creek Simon Leland, P.E. FAX: (805) 880-0402 [ Tower Input Data This tower is designed using the T!A-222-G standard. The following design criteria apply: [ Sec/ion L1 L2 Sectio11 L1 12 Tower is located in Garfield County, Colorado. Basic wind speed of90 mph. Structure Class II. Exposure Category C. Topographic Category 1. Crest Height 0.00 ft. Nominal ice thickness of0.2500 in. lee thickness is considered to increase with height. Ice density of 56 pcf. A wind speed of 50 mph is used in combination with ice. Temperature drop of 50 "F. Deflections calculated using a wind speed of 60 mph. A non-linear (P-delta) analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is L Local bending stresses due to climbing loads, fcedline supports, and appurtenance mounts arc not considered. Tapered Pole Section Geometry Elevation Sec/ion Splice Number Top Bottom Wafl Bend Pole Grade Length r.englh of Diamerer Diameter Thwkness Radius 5o.o:J9.~-,f,'~,,,--~3fo~---511~5 -~22~~~str~--z4.;~oo---o. :;1-s --o.;~o-o ---,A<"'"'c.~so 39.00-1.00 41.00 18 23.3845 32.0000 0.2500 1.0000 (50 ksi) A572.-50 (50 ksi) Tapered Pole Properties Tip Dta. Area I ,. c 1/C J Jt!Q w w/1 ,, int in' in iw in 1 in' iw' "' -----~---~------------~ -3:555-7 --!8~64-22.4186 13.0276 788.7015 7.7711 l\.2156 70.3217 1573.4409 6.5150 24.7663 14.4035 1065 9242 8.5919 12.3901 86.0302 2133.2510 7.2031 3.9626 21 134 24.3853 18.3572 1241.2583 8.2127 11.8793 104.48')2 2484.1499 9.1803 3.6757 14.703 32 4937 25.1936 3208 5999 l I 2713 16 2560 197.3794 642!.4218 12.5992 5.1920 20.768 [~--~~-Feed Line/Linear Appurtenances -Entered As Area- =~.:--~cc-----;c-,--·---Descl"ipliOII Face Allow Componenl Placeme!l/ To/a/ C1A.1 Weight or Shwld 1)pe Number __ _I<_'----··------~---i!_ __________________ ,_ftJ/L ___ J.!!L __ _ 15/8" C No lnsidePo\c 46.00-2.00 18 Nolce 0.00 0.92 !12'' lee 0.00 0.92 7/8" C No Inside Pole 36.00 · 2.00 12 No lee 0.00 0.33 1/2" Ice 0.00 0 33 7/S" C No 111sidc Pole 26.00-2.00 J2 No Ice 0.00 0.33 112" Ice 0.00 0.33 RISATower Job Page 1209204-078 2 of6 DaViuci Engineering, Inc. Project Date PO Box 1966 55-ft Pine Tree Monopole 22:17:55 05/06/09 Santa Maria, CA 93456 Client Designed by Phone: (805) 922-5221 Sprint/Nextel: Cattle Creek Simon Leland, P. E. FAX: (805) 880-0402 Discrete Tower Loads Descdption F'~ Offset Ojfsers· Azimuth Placement c~,A,, c,,A_, Weight , Typ~ Hor; ,Jdjuslmenl Frm1t Side wg Lateral Vert ' __ .----1{_ '" !b ___ -Lightning Rod (optional) c !\one 0_0000 50.00 }lo Ice 0.25 0.00 75.00 112" ke 0.50 0.25 125.00 (2) A.ntcl BXA-80040/6CF A From Face 2.50 0.0000 46.00 No Ice 16.33 7.15 59.40 Panel AtltCIU\a 0.00 1/2" Ice 16.96 8.10 154.&4 0.00 (2) Ante! 13XA-80040/6CF B From Face 2.50 0.0000 46.00 No Ice 16.33 7.15 59.40 Panel Antenna 0.00 112" lee !6.96 8.10 154.84 0.00 (2) Ante\ BXA-80040/6CF c From Face 2.50 0.0000 46.00 No lee \6.33 7_ 15 59.40 Panel Ante11na 0.00 l/2" lee 16.96 8.10 154.84 !)_00 EMS RR33-20-00DP A From Face 2.50 0.0000 46.00 No lee 7.12 5.54 65.08 w/Mount Pipe 0.00 1/2" lee 7.63 6.32 119.69 0.00 EMS RR33-20-00DP B From Face 2.50 0.0000 46.00 No Icc 7.12 5.54 65.08 w/Moun! Pipe 0.00 l/2" lee 7.63 6.32 )19.69 0.00 EMS RR33-20-00DP c From Face 2.50 0.0000 46.00 No Ice 7.12 5.54 65_08 w!Mount Pipe o_oo [.12" lee 7.63 6.32 119.69 0.00 Std. 10-ft T-Arm Mount c None 0.0000 46.00 No lee 8.37 8.37 915.00 112" Ice 10.05 10.05 1015.00 '" (3) 72" x 12" x 6" Panel A Prom Fa~e 2.50 0.0000 36.00 No lee 8.40 4.70 45_00 0.00 1/2" lee 8.95 5.15 92.28 0.00 (3) 72" x 12" x 6" Panel B From Face 2.50 0.0000 36.00 No Ice 8.40 4.70 45.00 0.00 112" Ice 8.95 5.15 92.28 0.00 (3) 72" x 12" x 6" Panel c From Face 2.50 0.0000 36.00 No lee 8.40 4.70 45.00 0.00 l/2"' ice 8.95 5.15 92.28 0.00 Std. 10-ft T-Arm Mount c None 0 0000 36.00 No Ice 8.37 8.37 915.00 112" Ice 10.05 10.05 1015 00 '" (3)72"x l2"x6"Panel A From Face 2.50 0.000(1 26.00 No Ice 8.40 4.70 45_00 0.00 1/2" lee 8.95 5.]5 92.28 0.00 (3) 72" x 12" x 6" Panel B From Face 2.50 0.0000 26.00 No Ice 8.4() 4.70 45.00 0.00 112" ke 8.95 5.15 92.28 0.00 (3) 72" x 12" x 6" Panel c From Face 2.50 0.0000 26_00 No lee 8.40 4.70 45_00 0.00 l/2"ke 8.95 5_! 5 92.28 0.00 Std. 10-ft T-Ann Mount c None 0_0000 26.00 :-lo ice 8.37 8.37 915.00 112" Icc 10.05 10.05 1015.00 '"' 4-ft Bnlllches c None 0.0000 49.75 No lee 8.71 0.00 60.00 1/2" lee 9.59 0.()(1 69.00 6-ft Branches c None 0.0000 48_63 No Ice 18.0! 0.00 270.00 \/2" ice 19.8\ 0.00 3\1.00 8-ft Branches c None ()_0000 35.45 No Icc 238.82 0.00 4950.00 1/2" Icc 262.70 0.00 5693.00 IO·ft Branche~ c None 0 0000 \3 93 No ke 129.90 0.00 2805.00 1/2" lee !42.89 0.0~ RISATower Job Page 1209201-078 3 of 6 DaVinci Engilteering, Inc. Project Date PO Box 1966 55-ft Pine Tree Monopole 22:17:55 05106109 Santa Maria, CA 93456 Client Designed by Phone: (805) 922-5211 Sprint/Nextel: Cattle Creek Simon Leland, P.E. FAX: (805) 880-0402 ,---------------·· Tower Pressures· No Ice ·-] G 1100 H Sec! ion ' K? q, Ac F A, A, Ac, ,,, C,~A I C,,A 1 Elevation ' % b> Out ,, ' n' Face Face fl f)Sj c ' ff ff ;; ; Ll 50.00"39.00 44.41 1.067 21 2\.626 A 0.000 21.626 2!.626 100.00 0.000 0.000 B 0.000 2!.626 100.00 0.000 0.000 c 0 000 21.626 100.00 0.000 0 000 U39.00-!.00 19.76 0.9 18 90.058 A 0.000 90.058 90.058 100.00 0.000 0.000 B 0.000 90.058 100.00 0 000 0.000 c 0.000 90.058 100.00 0.000 0.000 . ... . Discrete Af purtenance Pressures· No Ice . Gn~I.Ioo Description Aiming Weight Offset, Offset, ' K, q, CAAC C,,Ac A:imuth Front Side , lb fi fi /< Nf fc rc Lightning Rod (optional) 0.0000 75.00 0.00 0.00 50.00 1.094 22 0.25 0.00 Ante[ BXA-80040i6CF 300.0000 118.80 -2.99 -1.73 46.00 !.075 21 32.66 14.29 Panel Antenna A.ntel BXA-80040/GCF 60.0000 118.80 2.99 -1.73 46.00 1.075 21 32.66 14.29 Panel Antenna Antel BXA-80040t6CF 180.0000 118.80 0.00 3.45 46 00 1.075 21 32.66 IU9 Pane! Antenna EMS RR33-20-00DP 300.0000 65.08 -2.99 -1.73 46.00 1.075 21 7.12 5.54 w/ll.fount Pipe EMS RR33-20-00DP 60.0000 65.08 2.99 -1.73 46.00 1.075 21 7.12 5.54 w/Mou!ll P1pe EMS RR33-20-00DP 180.0000 65.08 0.00 3.45 46.00 1.075 21 7.12 5.54 w/Mount Pipe Std. 10-ft T-Ann Mount 0.0000 9!5.00 0.00 0.00 46.00 1.075 21 8.37 8.37 72"x 12"x6"Pane! 300.0000 135.00 -3.05 -1.76 36.00 1.021 20 25.20 14.\0 72" x 12'' x 6" Pane[ 60.0000 135.00 3.05 -1.76 36.00 1.021 20 25.20 14.10 72" x 12" x 6" Panel 180.0000 135.00 0.00 3.53 36.00 1.021 20 25.20 14,10 Std. !O-ft T-Arm Mount 0_0000 915.00 0.00 0.00 36.00 1.021 20 8.37 8.37 72" x 12" x6" Panel 300.0000 135 00 -3.13 -1.81 26.00 0.953 19 25.20 14.10 12"x 12"x6"Pancl 60.0000 135.00 3.13 -1.81 26.00 0.953 19 25.20 14.10 72" x 12" x 6" Panel 180.0000 135.00 0.00 3.61 26.00 0.953 1' 25.20 14_10 Std. 10-ft T-Ann Mount 0.0000 915.00 0.00 0.00 26.00 0.953 19 8.37 8.37 4-ft Branches 0.0000 60 00 0.00 0 00 49.75 1.093 22 8,71 0.00 6-ft Branches 0.0000 270.00 0.00 0.00 48.63 1.087 21 18.01 0.00 8-ft Branches 0.0000 4950 00 0 00 0.00 35 45 1.017 20 238.82 0.00 10-ft Branches 0.0000 2805.00 0.00 0 00 13.93 0.850 17 129.90 0.00 Sum 12266.64 Weight: Load Combinations ....... '"'----" ... >--> .. « .. < --... ·-··" ·-=--x ..... '""'""""' "' ...... "' ·'·· ·"'""""""-'--"'" Comb, No. ---------------1 Dead Only 2 1.2 Dead+ l .6 W111d 0 deg-No Icc 3 0_9 Dead+ 1.6 Wind 0 deg-No Ice 4 1.2Dcad+!.6Wind90deg-Nolce 5 0.9 Dead !-1.6 Wind 90 dcg-No Ice 6 l.2Dead+1.6Wind 180deg-Nolce 7 0.9 Dcad+\.6 Wind 180 deg-No lee 8 1.2Dead+LO!ce+l.OTemp 9 !.2 Dead+ 1.0 Wind 0 deg+1 0 lce+l.O Temp 10 1.2 Dead+ LO Wind 90 dcg+ l 0 Icc+ l .0 Temp Descrrption I RISATower DaVinci E11gineering, Inc. Comb. No. PO Box !966 Sonia Maria, CA 93-156 Phone: (805) 922-5221 FAX: (805) 880-0402 Job Project Client Page 1209201-078 4 of6 - Date 55-ft Pine Tree Monopole 22:17:55 05/06/09 Sprint/Nextel: Cattle Creek Designed by Simon Leland, P .E. Oescriplio11 --~~~-~Dead+l.O Wind 180 deg+\.0 Icc+ 1.0 Temp 12 Dead+ Wind 0 deg-Service l3 Dead+ Wind 90 deg-Servic.: 14 Dead+Witldl80deg-Service I Maximum Member Forces "' -"' =='" ""' "' _,, z .. '"'-" m==·'""·"'"'=· ~-=·•··"'•==· -mxw. ·-= ........ %0 """-='"'·'"n"""""""· " '"-·"=•-"' Section Elevation Compomml Condttion Gov. Axial Major Axis MmorAxis No. i' Type Load Moment Moment Comb lb __ljJ!;j1 kif!.-fr Ll 50-39 Pole Max Tension 5 0.00 0.00 0.00 Max_ Compression s -3813.76 0.00 0.00 Max. Mx 4 -2671.49 -20.83 0.00 Max My 6 -2677.49 0.00 -20.83 Max. Vy 4 4438.19 -20.83 0.00 Max. Vx 6 4438.19 0.00 -20.83 L2 39-I Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 8 -23713.96 0.00 0.00 Max. Mx 4 -20107.26 -702.33 0.00 Max. My 6 -20107.26 000 -702.33 Max. Vy 4 22434.71 -702.33 0.00 Max. Vx 2 -2243-1.71 0.00 70233 I I :, __, ¥ ;,,. ..,;;:;aa -A Location Condiliotl Pole M~x. Vert Max.H_, Max. H. Max.M, Mnx.J\.1, Max. Torsion Min. Vert Min.H, Min.H, Min.M, Min.M, Min. Torsion --------,-- Gov. Load Comb. 8 14 2 2 4 1 2 4 6 6 1 4 Vertical Horizontal. X Horizontal, Z ffi ffi ~ 23713.96 16776.33 20131.59 702.33 702.33 0.00 15098.69 20 !31.59 20131.59 -702.33 0.00 0.00 0.00 0.00 0.00 0.00 -22412.88 0.00 0.00 -22412.88 0.00 0.00 0.00 -22412.88 0.00 -5570.32 22412.88 22412.88 0.00 0.00 22412.41 0.00 -22412.88 -22412.88 0.00 0.00 ---------- 1 "-'· _, __ ,_ vnzo Tower Mast Reaction Summary, .. -.:=-:-----~---~ <=--'venic~i ' '-=-=-§'J;;;r: x.. -----"'Shea;;· ---"' '· dv~~:r;;~n;;,~x ""··----O••ertumi11g ''" " Load Torque Combinmion Momem. M,. Moment, M, ---~----·------~------~lb _________ ______!.~}. _________ !_b ______ __ljp:ft___~--~--_____EE:f~----------Mr!:l!...~- oe~d Only 16776.33 o.oo o.oo o.oo 0.00 o.oo 1.2 DeadH.6 Wind 0 dcg-No 20131.59 0.00 -22412.88 -702.33 0.00 0.00 k' 0.9 Oead-1-1.6 Wind 0 deg-No loe 1.2 Dc~id..-1.6 Wind 90 deg-No loe 0.9 Dead+\ .6 W111d 90 dcg-No lee 1.2 Dead+ l .6 Wind 1 BO deg- No Ice 0.9 Dead+\.6 Wind 180 deg- 15098.69 20!31.59 15098.69 20131.59 ! 5098.69 0.00 22412.88 22412.41 0.00 0 00 -22412.41 -700.29 0.00 0.00 0.00 -702.33 0.00 0.00 0.00 -700.29 0.00 22412.88 702.33 0.00 0 00 22412.41 700 29 0.00 0.00 RISATower Job Page 1209201-078 5 of6 DaVinci Engineering, luc. Project Date PO Box 1966 55-ft Pine Tree Monopole 22:17 55 05106/09 Santa Maria, CA 93456 Client Designed by Phone: (805) 922-5221 SprintJNextel: Cattle Creel< Simon Leland, P.E. FAX: (805) 880-0402 Load Vertical Shem·, Shem Overtuming OveN!wni11g Torque Combtimlion Moment, ,\f. Moment,M, lh 10 10 kip-f! kil!_:ft kte}:_, -- No Ice 1.2 Dead+ 1.0 lce+LO Temp 237!3.96 0.00 0.00 0.00 0.00 0.00 1.2 Dcad+I.O Wind 0 deg+ LO 237!3 96 0 00 -542UH -169.74 0 00 0.00 lee+ I .0 Temp 1.2 Dead+ 1.0 Wind 90 deg ~ 1.0 23713.96 5421.81 0.00 0.00 -169.74 0.00 lce+l OTemp 1.2 Dead+ 1.0 Wind 180 23713.96 0.00 5421.8\ 169.74 0.00 0 00 deg+!.O lce-1-LO Temp Dcad+W1nd 0 deg-Se(vice 16776.33 0.00 -5570.32 -174.24 0.00 0.00 Dead+Wind 90 deg-Service 16776_33 5570_32 0.00 0.00 -174,24 0.00 Dead+Wiod 180 deg-Service 16776.33 0.00 5570 32 174 24 0 00 0.00 [-----··.·-·-·-·----·----. ·--~--·-. --·---·-·--·-·-· . . · · . . · . · . Solution Summary .. i¥bOO """ &MO. &> 0 " ""'-<&=&OMWS L OZ <=amr . 4 0 • 5£.0&0 ""'" O.C .. 0 Su111 of Applied Forces Sum of Reactions Load PX py PZ PX PY PZ %Error Comb_ lb lb lb /b lb lb 1 0.00 -16776.33 o_oo o_oo 16776.33 0.00 0.000% 2 0.00 -2013!.59 -22412.97 0.00 20131.59 22412.8& 0.000% 3 0.00 -15098.69 -22412.97 0.00 15098.69 22412.41 0.002% 4 22412.97 -2013!.59 0.00 -22412.R8 ?.0131.59 0.00 0.000% 5 22412.97 -15098.69 0.00 -224!2.41 15098.69 0,00 0.002% 6 0.00 -20131.59 22412.97 0 00 20131.59 -224\2_88 0.000% 7 0.00 -1509&.69 2241297 0.00 15098.69 -22412.41 0.002% 8 0.00 -237\3.96 0.00 0.00 2371J.96 0.00 0.000% 9 0.00 -23713.96 -5421.83 0.00 23713.96 5421.81 0.000% 10 5421.83 -23713.96 0.00 -5421.81 23713.96 0.00 0.000% 11 0.00 -23713.96 5421.&3 0.00 23713.96 -5421.81 0.000% 12 0.00 -16776.33 -5570.48 0.00 16776.33 5570.32 0.001% 13 5570.48 -16776.33 0.00 -5570.32 16776.33 0.00 0.001% 14 o_oo -16776.33 5570.48 0.00 !6776.33 -5570.32 0.001% ---·--I Critical Deflections and Radius of Curvature-Service Wind "'""··-" --"""'"'-·'"''"=""""""""""" "'"'-~c-'"'"='"""'" -""""' = o.u'""a=••"'"u --""'= '"·--==$. '"'·"'-="' Eleva/ioll Appur1ena11Ce Gov. Deflection Tilt Twist Load ' Comb_ ill -----~~-------50_00 Lightning Rod (optional) 14 2.616 0.3632 0.0000 49.75 4"ft Branches 14 2.596 0.3631 0.0000 48.63 6-ft Branches 14 2.509 0.3625 0.0000 46_00 (2) Ante\ BXA-80040i6CF Panel 14 2_306 0.3611 0.0000 Antcmw. 36.00 (3) 72" x 12" x. 6'" Panel 14 1.608 0.3572 0.0000 35.45 8-ft Branches 14 U74 0.3570 0.0000 26.00 (3) 72" X 12" X 6'' Panel 14 1.048 0.3559 0.0000 13.93 10-ft Branches 14 0.503 0.3567 0.0000 Maximum Tower Deflections-Design Wind Section No. E!evation --~:-------~G~----~.------cTN'I--------, --TC=c----Hor:. u• , Twisl Vej/eclion Load -----------~----------~--LJ 50-39 10.547 L2 42 - 1 8.099 Comb. 4 4 1.4649 1.44S6 0_0000 0.0000 ----- Radiu.~ of Curvature Jt______ ___ 29167 29167 29167 14584 3542 &678 11958 23121 RISATower Job Page 1209201-078 6 of6 DaVinci Engineeriug, Inc. Project Date PO Box 1966 55-ft Pine Tree Monopole 22:17 55 05/06109 Sanw Maria, CA 93456 Client Designed by Phone: (805) 922"5221 SprintiNexte\: Cattle Creek Simon Leland, P.E. FAX-(805) 880-0./02 Compression Checks Pole Design Data Sa·tion Elevation Si:::e L L, Kl!r A P,., jP. Ralio No. P, p ;, p m' lb ~------------Ll 50-39(1) TP24J9x22.078x0_l875 1 1_0() 49.00 70.3 14.0283 -2677.49 439976.00 0 006 L2 39-1 (2) TP32x23.3845x0.25 41.00 49 00 52.2 25.1936 -20107.30 929144.00 0 022 I Pole Bending Design Data Sectwn Eleva/ion Size M,,, $M;., Ratio M,j $Mn)• Ratio No. p M,., ~ kJp-fi kip-jl ~M.,, klp:/1 kip-fl ~M .. , Ll 50-39(1) TP24 .39x22.078xO.l 87 5 20.83 305.96 0.068 0.00 305.96 0.000 L2 39-1(2) TP32x23.3845x0.25 702.33 740.17 0 949 0.00 740.17 0.000 c-··-Pole Shear Design Data Section Elevation Si:e Aclual ~v .. Ratio Aclual <PT.. Ratio No. v. f!, T,. T, !' --~ lb lb klpji kipjl --$V., of>T., Ll 50.39 (1) TP24.39x22.07Sx0.1875 4438 19 1894!700 0.023 0.00 51!61.83 0.000 L2 39-l (2) TP32x23.3845x0.25 22434.70 340179 00 0 066 0.00 299399.17 0.000 I ·-Pole Interaction Design Data· Sectwn Elevation l?alw Ratio Ratio Ralw Ratio Comb. Allow C!·ll~ria No. 1', Af." Af •. _,. v .. T, Siress Stress 1' Ll 50-39(!) <Pi',. ~ ~--4>I,t... . .......-..-.J:T .. Rallo Rallo 0.006 0.068 0.000 0.023 0.000 O.D75 1.000 4.10-!a v--v' L2 39-l (2) 0.022 0.949 0.000 0.066 0.000 0.975 1.000 4.10-ia t/ v -- Section Capacity Table Sec/ion EleWtliOn Compo1wn1 Si:e Crilica/ P oPatlz• % Pa.~s __ __!l_o_. ____ _ji ________ ~ __ Type _____________________ _____!!!:.'!!!__~!_ _____ lb ______ ~b __ Capac!~ F"ail __ _ L1 50-39 Pole TP24.39x22.07Sx0.\875 -2677A9 439976.00 7.5 Pass L2 39-1 Pole TP32x23.3845x0.25 2 -20107.30 929144.00 97.5 Pass Summary Pole (L2) 97.5 P!IS:i RA Tll\OG = 97.5 Pass P~Vinci!.n~ineerin~, Inc. Job 1209201·078 Page 7 of 10 PO Box 1966 Project 55~ Ft. Pine Tree Monopole Date 5/7/2009 Santa Maria, CA 93456 Phone: (805) 922-5221 Client Sprint!Nextel: Cattle Creek Designed by Fax: (805) 880-0402 Simon W. Lelat1d, P.E. Monopole Arlchor Rod and Base Plate Calculation AN51/ fiA·222·G 200? factored Ba:oe Reaction;;: Po\e 5hape: i'olchcr Rod" Moment: 120 ft-kip5 18·5,cled (6) 2.2? :n. i\617 GR. 70 5hear: 24 k:p' Pole Dla. W 1): A::chcr Rods ~venh1 Spaced Av..d.: 22 k:p, 0,80 11!\~9.9 1140.7? 1n 2 ""'"''"''" 147,69 kip"""'"" 4.00 kip 55<• '"" ~. 0.90 """ Mr~"" ;'1?9.? ln~klpr!.,.,/Moo"'. ~ "' \6,16 In ?cot.:ool<cct'.h Z""' \6,16 A""\1<$ed!>tl~IW}» Mr ~ B~1 .B In-kip n~, ""'~ '2.00 in $ Mu"" 7?4 In-kip fo<t«ed£s>!o\wo Calculated Moment V5 facl:ored Resl;;f:ance 7?4 in·kip On a '?9 in bo!t Cirde 0.?99 ""' Anchor Rod? Are Adequate !7a?e Plate 15 Adequate ~a'e Plate: 2 1n. ~ 4S ln. Rwnd r~ ~?or.,, ID ~22.4 in ?9.9% 41.1% 29.4 J)p.Yinc:i J.nqine.eritUJ, Itt.c.. Job 1209201-078 Page 8 of 10 PO Box 1966 Project Santa Maria, CA 93456 55-Ft. Pine Tree Monopole D•te 5/7/2009 Phone: (805) 922-5221 Client Sprint!Nextel: Cattle Creek Designed by Fax: (805) 880-0402 Simon W. Leland, P.E. MonQj2ole Cai-;;-;;on Calculation;; ANSI/fiA-222-G 200? 1. "E'OONDATION OVERTURNING RESISTANCE Cl\l.CULA'tED WITH "I:>J..S Caissor>" (VERS!ON 9.00), S"'SED ON Sl<OM'S METHOD FOR RIDGED PILES. TEE SOlL LAYERS J\RE MODELED AFTER RECOMMENDATIONS FROM TilE GEO'l'EC!!NICI\.L RE~O.I<T. 2. COHESlON STRENG Til IN VLS Caisson ASSUMES FtJLJ, COHESION AT THE GROUND u:VEL, TI!ERE:FOFJ; TilE COHESION VALUES IN TJIE CALCULATIONS JIAVE BEEN REDUCED BY 50%TO A DEVTH OF 3X THE CAISSON DIAMETER. 3. IN LIEU OF A SOIL RESISTANCB FACTOR~.~ 0.75 (TIA-9.4.1) AN ADDITIONAL SAFETY FACTOR AGAINST SOIL li"AILURE OF 1.33 HAS BEEN A!?PLIED. ~ . WITH RES!?ECT TO 1\PPLlED LOADS AND l)L'UMATE SOIL RESISTI\NCE, THE FOUNDATION IS DESIGNED WITH A MINIHI.IM SAFE'£Y li'ACTOR FJ;SISTING OVERTORNlNG OF 2. 0 5. FODNDATION LOADS liAVE SEE!l FACTORED !?ER ANSI/TIA-222-G 6. GEOTSCHNlCAL REPORT INDICATES GROUNDWATER WAS NOT ENCODNTERED WITHIN TilE DEVTH OF THE CAISSON. •~• PlER PROPERTIES CONCRETO\ STREUGT!i (ksi) 4.00 STEEL STRENGTH (ksi) 60 .oo DIAMETE:R (ft) "' 6.000 DISTANCE FROK TOP OF PIER TO GROUND LEVEL (ft) o. 50 ... SOIL J?ROVERTIES LAYER TYPE THICKNESS D£PTH AT TOP OJ;" LAYER DENSITY '" " PHI (ft) {ft) {paf) (psf) (degrees) ' c 4. 00 o.oo o.o o.o ' ' 6.00 4.00 100.0 3,000 " .00 ' ' 5.00 " 00 '" .o 3.000 " 00 ' ' 10.00 " 00 '" .o 2.800 " .2'1 q• DESIGN (li"AC'l'ORED) LOADS ., TOP OF PIER 1-'.QMENT {ft-k) -720.0 VERTICAL "' 22 .o SHE:AR '" 24.0 ADDITIONAL SAFETY FU:TOR AGAINST SOIL lfAILIJPE = l. 33 ... CA.LCOLA'l'li:D Pl£R LENGTH (ft) 19.000 • •• CHECK OF SOILS VROVERTIES AND ULTIY,AT£ I<ESISTING FORCES ALONG PIER TYPE TOP OF LA1ER BELOW TOP OF PlER THICl<NESS DENSITY co " FORCE ""' (ft) (ft) (pcf) (psf) "' {ft) c 0 " 4.00 0.0 0.0 o.oo 2.50 ' ' .00 6.00 100.0 3.000 " ·" 8.50 ' " " ' ·" 100.0 3.000 195.01 12.90 ' " ·" 0 " '" 0 3.000 -34.49 15.20 ' " " ' " '" 0 ' 000 -22~ .91 " " ... SHEAR AND MOMENTS ALONG PIER WITH THE ADDITIONAL SI'.F:ETY FACTOR WITUOOT ADDITIONAL OAnTI FACTOR DISTANCE BELOW TOP OF PIER {ft) SHEAR (k) l-lOMENT (ft-k) SHEAf!. "' MOMENT (ft-k) 0.00 32.8 1080.6 24.7 '" ' 1. 90 32 .s 1143.0 24.7 B59.4 3.80 32.8 1205.3 "· ' 906.2 '· " 28.9 12:66.1 " ·' 951.9 ' " " 1303,1 ' ' 979.8 ' " -34. '/ 1279.8 -26. ' 962.2 11. ~0 -95.7 1158.9 -72.0 an. ' 13.30 -176 ' 903. ' -132. ' "' ' "· " -242. ' '"' ' -162 ·' 362' ' " " -129 " 126. ' -97. ' " •• " 00 -0 0 0 0 _, .0 0 0 ... TOTAl, REINFORCEMENT '" 0.40 REINFORCEMENT ruttA (in~2) 16.29 ... USABLE AXIAL CAP. "' 22.0 USABLE MOMENT CI\V. {ft-k) 2199 ' *'* 'iiElGHT OF CAISSON (kips) ~ 80.582 *** PRESSURE U~'DER CAISSON DUE TO INPUT DESIGN AXIAL LOAD (psf) 77B.l CI'.ISSON DESIGN SG'MMJ\RY' 6-ft DIAMETER CAISSON" 20-ft LONG (19.5-ft BELOW GRADE & 0.5-ft ABOVE GRADE} W/(18) ijlO REINFORCING BARS EQUALL-:i SPACED 1\ND (#5) CIRCUI..AR TIES @ 6" 0/C FOR THS UVFER 8-ft .1\ND 0 12'• FOR THE REMAINING LENGTH. CONCRETE STRENGTH -~4000 PSI@ 28 DAYS WITH TYVE Il CEMENT AND 1'. lo<.AX. W/C RhTIO OF 0.46 VOl,\.JME OW CONCRETE= 20.93 CUBIC YAI"<DS. Pf\..Vin.ci J:n5inee.rin~, Inc Job 1209201-078 PO Box 1966 Projecl 55-Ft. Pine Tree Monopole Santa Maria, CA 93456 Phone: (805) 922-5221 Client Sprint!Nextel: Cattle Creek Fax: (805) 880-0402 Anchor Bolt Development Length in Concrete Calculation per AC13 18-05 The anchot· bolts arc mechanically anchored with nuts and template at the bottom of the bolts. The cone of failure is assumed to start at the top of the top nut and taken at a 35 deg. cone (per ACI). The cones from the individual anchor bolts will overlap and also come out of the sides of the caisson. Therefore, we conservatively assume that the concrete cracks and there is no strength provided from the concrete and that the vertical reinforcement has to be developed to ensure that the anchor bolts stay attached to the rest of the caisson. Below is the calculations showing the minimum anchor bolts embedment length required to fully transfer the load into vertical bars of the caisson. #10 Rebar Min. Development Length (Per.ACI3l8-0512.2.2; Eq.l2-l) 36.14" Anchor Bolt Length" 8-ft Concrete Strength 4000 psi Minimum Required Anchor Bolt Embedment Depth tmin = ld +2"+6"+[(Caisson Dia.-2*C\ear Cover)-BC]/2 [tmin-52.90" (min. Depth Req'd.) Anchor Bolt Embedment Provided= 78.00" (from top of nut) Strength Comparrison of Anchor Bolts to Caisson Reinforcement AB Moment of Ine1tia ~ 1140.75 in 2 AB Fy = 75 ksi Equivalent Strength= 85556.3 kips Rebar Moment of Inertia= 9216.00 in 2 Rebar Fy"' 60 ksi Equivalent Strength= 552960.0 kips 1 Page 9 of 10 Date 517/2009 Designed by Simon W. Leland, P .E. P"" Vinc.i l.ttJinuri~, !He.. Job 1209201-078 PO Box 1966 Project 55-Ft Pine Tree Monopole Santa Maria, CA 93456 Phone: (805) 922~5221 Client Sprint/Nextel: Cattle Creek Fax: (805) 880-0402 Se1sm1c Analysis per: 2006 International Building Code Occupancy Category I Importance Factor I " 1 Site Classification Seismic Design Category E Site Class D Site Coefficients Ss 0.217 51 o.os7 Mapped Spectral Accelerations for short periods Mapped Spectral Accelerations for a 1 sec period Design Spectral Response Acceleration Parameters Sos 0.231 5% damped Spectral Ace!. for short periods 501 0.091 5% damped Spectral Acd for a 1 sec. period Equivalent lateral Force Procedure ~" 0.02 Period Parameters X= 0.75 hn = 55-ft ' T = Cthn "' 0.404 R " 1.5 Period Parameters Height of Structure Fundamental Period Response Modification Factor C, = 505/[R/1] = 0.15 Seismic Response Coefficient W 20.1 kips Total Axial Weight of Pole V = C5W = 3.102 kips Max. Equivalent Seismic Base Shear 3.1 kips < 24 kips Seismic < Wind Load from Design Design Vertical Acceleration Ev = 0.93 kips The wind controls the design of this monopole Page 10of10 Date 517/2009 Designed by Simon W. Leland, P.E. Reference 2006 IBC Table 1604.5 ASCE 7-05 Table 11.5-1 2006 IBC Table 1613.5.2 2006 IBC Section 1613.5.3 2006 IBC Section 1613.5.4 2006 IBC Eq: 16-39 2006IBC Eq: 16-40 ASCE 7-05 Section 12.8 ASCE 7-05 Table 12.8-2 ASCE 7-05 Table 12.8-2 ASCE 7-0S Eq: 12.8-7 ASCE 7-05 Tabe\12.2~1 ASCE 7-05 Eq: 12.8-2 ASCE 7-05 Eq: 12.8-1 ASCE 7-05 Eq: 12.14-6 Structural Calculations 55-Ft. Pine Tree Monopole For Sprint/Nextel Site Location: Lot 63 Westbank Ranch PUD Glenwood Springs, CO Site Name: Cattle Creek: DN72XC036 Designed According to: ANSI!TlA-222-G 2005 Meets the Requirements of: 2006 International Building Code Calculations Prepared by: PA-Vinc:i I.n1ineerin1, Inc:. Jo 1 # 1209201-078 'ay 7, 2009 Job# 09-008 Table of Contents RISA Tower Monopole Design Summary and Sl,etch Monopole Design Calculations Monopole Base Plate and Anchor Bolt Design Calculations Caisson Foundation Design Calculations Anchor Bolt Embedment Calculations Seismic Shear Calculations DaVinci Engineering, lnc, P.O. Box 1966 Santa Maria, CA 93456 (805) 922-5221 www.davinci-engineering.com Chameleon Engineering 221 Town Center West PMB 140 Santa Maria, CA 93458 (800) 479-4026 Page--- Page 1-6 Page 7 Page 8 Page 9 l'age 10 ' ' , DESIGNED APPURTENANCE LOADING TOWER DESIGN NOTES Tower is located in Garfteld County, Colorado. Tower designed for Exposure C to the TIA-222-G Standard_ Tower desigr~ed for a 90 mph basic wind in accordance wlth the TIA-222-G Standard. Tower is also designed for a 50 mph basic Wtnd with 0 25 in ice Ice is considered to increase in thickness with height Oeflectio11s are based upon a 60 mph wind TOWER RATING: 97.5% AXIAL 23714/b SHEAR {_T~. MOMENT 5422 lb 1 \ 170 l<tp-ft -___ .J ~ 50 mph WIND-0.2500 in ICE AXIAL 20132 lb MOMENT SHEAR ~~~ 702 k/p-11_ 22413/b_--L----._J \ REACTIONS-90 mph WIND DaVinci Engineeriitg, Inc. PO Box 1966 Santa Maria, CA 93456 Phone. (805) 922-5221 FAX· 805 880-0402 ob: 1209201-078 Pro,oct· 55-ft Pirie TrC;; M~nop~le - . -~-------------~ Clion!o S rin!INextel: Cattle Cree~D•awn 1>\1. Si~;;;;i~~land: -P£'(Aw;. ---- Codo_ TIA-222.G _j 0_~t0-. SJ_5t06lii~-----~---~[S<•'-~--NTS Pooh-""'·'~' ""~"'""""~'''"''"~'·"•'"'"' ,,,_., •[}w~Nu E-1 RISATower Job Page 1209201-078 1 of 6 Project Date D(l Vinci Eugilleering, Inc. PO Box /966 55-ft Pine Tree Monopole 22 17 55 05/06/09 Sm1ta Mal'ia, CA 93456 Client Designed by Phone: (805) 922-5221 FAX: (805) 880-0402 SprinUNextel: Cattle Creek Simon Leland, P.E. c------------~--Tower Input Data --------------, This tower is designed using the TIA-222-G standard. The following design criteria apply: Tower is located in Garfield County, Colorado. Basic wind speed of90 mph. Structure Class II. Exposure Category C. Topographic Category I. Crest Height 0.00 ft. Nominal ice thickness of0.2500 in. lee thickness is considered to increase with height. Ice density of 56 pcf. A wind speed of 50 mph is used in combination with ice. Temperature drop of 50 °F. Deflections calculated using a wind speed of 60 mph. A non~linear (P-delta) analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is I. Local bending stresses due to climbing loads, feedlinc suppmts, and appurtenance mounts are not considered . [ Tapered Pole Section Geometry Sedion Elevation Section Splice Top Bollom Wall Bend Pole Grade Length Length Diamecer Diameter Thickness Radius _____ _f!=c--_i!_. __ L L1 50.00-39.00 I 1.00 3.00 Number of Sides 18 in m ''f.""--,.~'"'oe--==co-22.0780 ---24 39~--()1&75 0.7500 A572-50 L2 39.00-1.00 Section Tip Dia. m Ll 22.4186 24.7663 L2 24 3853 41.00 18 23.3845 32.0000 0.2500 1.0000 (50 ksi) A572-50 (50 bi) Tapered Pole Properties I r C 0C 1 lt!Q w w/t in" ~'~"~-'" -=~'"~' ~ 13.0276 788.7015 --7.7711 11.2156-70.3217 ~~,~·=~~ in' in 1578.4409 6.stso --3.5s57 ___ t8.96T- 14.4035 1065.9242 8.5919 12 3901 86.0302 2J33.2510 7.2031 3.9626 21.134 \8.3572 1241.2583 8.2127 ll 8793 104.4892 2484.1499 9.1803 3.6757 14.703 32.4937 ---~"""-"--""~·~·9~3~6 _J~2"'0f:222.9: 1 !.2713 16.2560 197.3794 6421.4218 12.5992 5.1920 20.768 [-. ---···--~-Feed Line/Linear Appurtenances • Entered As Area DesCI"iplion Faccr A/loll' Comp01w111 Placeme!l/ Total C,,A,1 Weight or Shield Type Number ---.-, <:51~8''' ---'L9~L--N-,o----y;l-sid-,-P-olo _____ 46J/f-'_-2.-00-----i"f"----No lee-~?~~----· lf~---- 112" lee 0.00 0.92 713" C No h1side Pole 36.00-2.00 l2 No Ice 0.00 o 33 112" lee 0.00 0.33 7/8" C No Inside Pole 26.00 -2 00 12 No lee 0.00 0 33 112" lee 0.00 0.33 . -.. ---:] RISATower Job Page 1209201-078 2 of 6 Da Vi11ci Engineering, /uc. Project Date PO Box 1966 55-ft Pine Tree Monopole 2217:55 05106/09 Santa Mana. CA 93456 Cfient. Designed by Phone: (805) 921-5221 Sprint/Nextel: Cattle Creek Simon Leland. P.E. FAX: (805) 880-0402 [ Discrete Tower Loads Descn'ption Face Offset OjfseJS: A;;imuth P/aceme/11 C,JA.1 CiA A Weight w Type Hor; Adjustment Front Srde "' Lmeral Vert __________________ )! ' (i 1 lb Lightning Rod (optio1131) c None 0.0000 5000 No lee 0.25 0 00 75.00 112" lee 0.50 0.25 125.00 (2) Ante! BXA-80040/6CF A From Face 2.50 0.0000 46.00 No lee \6.33 7.15 59.40 Panel Antenna 0.00 J/2" lee 16.96 8.10 154.84 0.00 (2) Ante! BXA-8004016CF B From Face 2.50 0.0000 46.00 No lee \6.33 7.15 59.40 Pane! Antenna 0.00 lf2" lee 16.96 8.10 154.84 0.00 (2) Ante\ I3XA-8004016CF c Front Face 2.50 0.0000 46.00 }lo Ice \6.33 7.15 59.40 Pane\.<l..ntenna 0.00 112" Ice 16.96 8.10 154.84 0.00 EMS RRJ3-20-00DP A From Face 2.50 0.0000 46.00 No lee 7.12 5.54 65.08 w/Mount Pipe 0.00 112" Icc 7.63 6.32 ll9.69 0.00 EMS RR33-20-00DP 8 From Face 2.50 0.0000 46.00 No Ice 7.12 5.54 65.08 w!Mount Pipe 0.00 112"1ce 7.63 6.32 119.69 0.00 EMS RR33-20-00DP c Fro1n Face 2.50 0.0000 46.00 No Ice 7.12 5.54 65.08 w/Mount Pipe 0.00 112" lee 7.63 6.32 119.69 0.00 Std. 10-ft T-Arm Mount c None 0.0000 46.00 No lee 8.37 8.37 915.00 112" lee 10.05 10.05 1015 00 ,. (3) 72" x 12" x6" Panel A From Face 2.50 0.0000 36.00 No lee 8.40 4.70 45.00 0.00 ll2"lee 8.95 5.15 92.28 0.00 (3) 12'' x 12" x6" Panel B Front Face 2.50 0 0000 36.00 No lee 8.40 4.70 45.00 0 00 112" lee 8.95 5.15 92.28 0.00 {3) 72" x 12" x 6" Panel c From Face 2.50 0.0000 36.00 No lee 8.40 4.70 45.00 0.00 112" Ice 8.95 5.15 92.28 0.00 Std. \O-ft T-Arm Mount c None 0,0000 36.00 No lee 8.37 8.37 9!5.00 112" Icc 10.05 10.05 1015.00 ~*· (3) 72" x 12" x 6" Panel A Prom Face 2.50 0 0000 26.00 No lee 8.40 4.70 45.00 0.00 ll2'"lce 8.95 5.15 92.28 0.00 (3) 72" x 12" x 6" Panel B From Face 2.50 0.0000 26 00 No lee 8.40 4.70 45 00 0.00 !12" Icc 8.95 5.15 92 28 0.00 (3) 72" x !2" x 6" Panel c from face 2.50 0.0000 26.00 No lee 8.40 4.70 45.00 0.00 112" lee 8.95 5.15 92.28 0.00 Std. 10-ft T-Ann Mo1.1nt c None 0 0000 26.00 No lee 8.37 8.37 915.00 1/2" ke 10.05 10.05 10\5.00 ~"'~ 4-ft Bmncnes c None 0.0000 49.75 No ice 8.71 0 00 60.00 112" Ice 9.59 0.00 69.00 6·ft Branches c None 0.0000 48.63 No lee 18.01 0.00 270.00 !12" ice 19.8\ 0.0(! 311.00 8-ft Branches c N011e 0.0000 35.45 No lee 238.82 0.00 4950.00 i/2" Icc 262.70 0.00 5693.00 1O-ft Branche~ c None 0.0000 13.93 >Jo lee 129.90 0.00 2805.00 112" lee 142.89 0.00 32222.Q_ --~-- RISATower Job Page 1209201-078 3 of6 DaVinci Engineeri11g, Inc. Project Date PO Box 1966 55-ft Pine Tree Monopole 2217:55 05/06/09 San/a Maria, CA 93456 crre~· Designed by Phone: (805) 922-522! SprinUNextel: Cattle Creek Simon Leland, P.E. FAX: (805} 880-0402 Tower Pressures-No Ice G 1100 H Section ' K, q, Aa F Av A, A,,s "' C,AA C,,A_, Elel'ation q % I" Out ' Face Face fi j: "' rl ' fi' r? jl fl Ji' Li 50.00-39.00 44.41 1.067 2l 21.626 A 0.000 21.626 21.626 100.00 0.000 0.000 B 0.000 21.626 100.00 0.000 0.00•) c 0.000 21.626 100.00 0.000 0.000 L2 39.00-LOO 19.76 0.9 IS 90.058 A 0.000 90.058 90.058 100 00 0.000 0.000 B 0.000 90.058 100.00 0.000 0.000 c 0.000 90.058 lOO 00 0.000 0.000 -------·--. ·-·--·-----·--··-···---·-- Discrete A~ purtenance Pressures-No Ice c,~noo I Descnption Aiming Weiglit Offset, Offset: ' K, q, C.1Ac C,,Ac Ai:ill/11/h Fronl Side 0 lb _fl Ji Ji p'if_ !f. c Lightning Rod (optional) 0.0000 75.00 0.00 0.00 so.oo !.094 22 0.25 0.00 /\Jltel BXA-80040/6CF 300.0000 118.80 -2.99 -1.73 46.00 1.075 2l 32.66 14.29 Panel Antenna Ante! BXA-80040/6CF 60.0000 118 80 2,99 -1.?3 46.00 1.075 2l 32.66 14.29 Panel Antenna Antcl BXA-80040/6CF 180.0000 118.80 0.00 3.45 46.00 1.075 Zl 32.66 14.29 Panel Antenna EMS RR33-20-00DP 300.0000 65.08 -2 99 -1.73 46.00 1.075 2l 7.12 5.54 w/Mount Pipe EMS RR33-20-00DP 60.0000 65.08 2.99 -1.73 46.00 1.075 2l 7.12 5.54 w/Mount Pipe EMS RR33-20-00DP 180.0000 65.08 0.00 3.45 46.00 1.075 2l 7.12 5.54 w/Mount Pipe Std. 10-ft T -Arm Mount 0.0000 915.00 0.00 0.00 46.00 1.075 2l 8.37 8.37 72" x 12" x 6" Panel 300.0000 135.00 -3.05 -L76 36.00 1.021 20 25.20 14.10 72"xl2"x6"Panel 60.0000 135.00 3.05 -1.76 36.00 1.021 20 25.20 14.10 72" x 12" x 6" Panel 180.0000 135.00 0.00 3.53 36.00 1.021 20 25.20 14.10 Std. 10-ft T-Ann Mount 0.0000 915.00 0.00 0.00 36.00 l 021 20 8.37 8.37 72" x 12" x6" Pmwl 300_0000 13S 00 -3.13 -1.81 26.00 0.953 l9 25.20 14.10 72" x 12" x 6" Panel 60.0000 135.00 3.!3 -!.81 26.00 0.953 l9 25.20 14.10 72" X \2" X 6" Plii\C] 180.0000 135.00 0.00 3.61 26.00 M53 l9 25.20 14.10 Std 10-ft T-Arlll Mount 0.0000 915.00 0.00 0.00 26 00 0.953 l9 8.37 8.37 4-ft Branches 0.0000 60.00 0.00 0.00 49.75 1.093 22 8.71 0.00 6-ft Branches 0.0000 270.00 0 00 0 00 48.63 1.087 2l 18 01 0 00 8-fi Branches 0.0000 4950.00 0.00 0.00 35.45 1.017 20 238.82 0.00 10-ft Br!lllclles 0 0000 2805.00 0 00 0.00 13.93 0.850 l1 129.90 0.00 Stun 12266.64 Weight· C01ub. DescripliOII -~------------------------------1 Dead Only 2 1.2 Dead+ 1.6 Wiud 0 deg-No ke 3 0.9Dead+l.6Wind0deg-Nolce 4 l}. Dead+! 6 Wind 90 deg-No lee 5 0.9 Dead+ 1.6 Wind 90 dcg-No lee 6 1.2 Dcad+l.6Wind 180 dcg-No lee 7 0.9 Dead+l.6 Wind 180 deg ·No lee 8 1.2.Dcad+l.Oice+l.OTcmp 9 l.2 Oead+l.O Wind 0 deg+ I 0 !ce·d .0 Temp I 0 !.2 Dead+ 1.0 Wind 90 deg+ l .0 Icc+ 1.0 Temp I ' RJSATower DuVinci E11giueeri11g, luc. Comb. No. PO Box !966 SantaMal'ia, CA 93456 Phone: (805) 922-522/ FAX (805) 880"0402 Job 1209201-078 Project 55-ft Pine Tree Monopole Client Sprint!Nextel: Cattle Creel< Description 11 12 13 14 1.2 Dead+I.O Wind ISO dcg+l.O \ce+l.O Temp ____ _ Dead+Wind 0 deg-Service Dead+ Wind 90 deg-Service Dead+Wind 180 deg-Service Maximum Member Forces -·· ""'-"-''""· K0""4< ·='' '"" " • - -w= """' == "''" "' Section El~vation Component Condition Gov. Axial Major Axis No. p Type Load Moment Comb. lb Page 4 of6 Date 22:17 55 05/06109 Designed by Simon Leland, P. E. --~ ··--··- ... ~_,.,,. Mmor.Axis Moment ---ki£·(1 kie:f!__ Ll 50.39 Pole L2 39-I Pole Location Condition Max Tension 5 0.00 Max. Compression 8 -38\3.76 Max. Mx 4 ·2677.49 Max. My 6 -2677.49 Ma>:: Vy 4 4438.19 Max. Vx 6 4438.19 Max Tension 1 0.00 Max. Compress10n 8 -23713.96 Max. Mx 4 -20107.26 Max. My 6 -20107.26 Max Vy 4 22434.71 Max. Vx 2 -22434.71 . MalCimum Reactions Gov"':'"'·'"'"= Load 0.00 0 00 0.00 0.00 ·20.83 0.00 0.00 -20.83 -20.83 0.00 0.00 -20.83 0.00 o.oo 0.00 0.00 -702.33 0.00 0,00 -702.33 -702.33 0.00 0.00 702.33 Comb ---c,c,c1,:-------.M"ax. Vert----"S,""---23713.96------o:oo·----~-----o.oo Max. H, MaJ<.H, M~x.M, Max.M, Max. Torsion Min. Vert Min.H, Min.H, Min.M, Min.M, Min. Torsion 14 2 2 4 1 3 4 6 6 1 4 16776.33 0.00 -5570.32 20131.59 0.00 22412.88 702.33 0.00 22412.88 702.33 -22412 88 0.00 0.00 0.00 0.00 15098.69 0.00 22412.41 20131.59 -22412.88 0.00 20131.59 0.00 -22412.88 -702.33 0.00 -22412.83 0.00 0.00 0.00 0.00 -22412.88 0.00 -------------------- -'" X----'"'~* _,_,_ '··''" Tower Mast Reaction Summary """' --·-'·'· """··* <±>< ... <"<"'· ··-----·--·"' =-···----"'-"----------=· ---·=-··-· -'" *-" ··'"'-,,,., Load Vertical Shear, S/1ear, Over/urnillg Overturning Combmatwn Mome/11, ,\{, Moll,erlt,M, ' ='"'--" Torque lb lb lb Dead On!y------·----16776Jf----~---O.OO ---0.00 1.2Dcad+l.6Wind0deg-No 20131.59 0.00 -22412.88 EH:it_ ____ ~___l!jp.J}_____. 0.00 0.00 -702 33 0.00 _____ ~!PL ____ _ 0.00 0.00 Ice 0.9Dead+L6Wind0deg-No 15098.69 0.00 -22412 41 -7(10.29 0.00 0.00 '" 1.2 Dead+ 1.6 Wind 90 deg-No 2013\.59 22412.88 0.00 0.00 -702.33 0.00 Ice. 0.9 Dead+ I .6 Wmd 90 dcg-No 15098.69 22412.41 0.00 0.00 -700.29 ().00 ~c, 1.2 Dead+ l.6 Wmd 180 deg-2013l.S9 0.00 22412.88 702.33 0.00 0.00 No lee 0.9 Dead+! .6 Wind 180 dcg-15098.69 0.00 22412.41 700.29 0.00 0.00 RISATower Job Page 1209201-078 5 of 6 DaVinci Eugineering, Inc. Project Date PO Box 1966 55-ft Pine Tree Monopole 22:17:55 05/06/09 Sw11a Marta, CA 93456 Client Designed by Phone. (805) 922-5221 Sprint/Nextel: Cattle Creek Simon Leland, P.E. FAX. (805) 880-0402 Critical Deflections and Radius of Curvature-Service Wind a= "''= ""'"'' =eo==="'"'""·'"'"'=· "-"'=<a '"'" -" ,].OU<W-_ •=•on. """'-""4±±--«--"""" Eleva/ion Appwrenance Gcw. Deflection Tilt Twist Radius of Load Cunature --~ Comb. " • l~----50.00 Lightning Rod (option~--14 2.616 0.3632 0.0000 29167 49.75 4-ft Branches 14 2.596 0.363 l 0.0000 29167 48.63 6-ft Branches 14 2.509 0.3625 0.0000 29167 46.00 (2) A11te! BXA-&0040/6CF Panel 14 2_306 0.3611 0 0000 !4584 Antenna 36.00 (3)72"x l2''x6"Panel 14 1.608 0 3572 0.0000 8542 35.45 8-ft Branches 14 1.574 0.3570 0.0000 8678 26.00 (3) 72" x 12" x 6" Panel 14 !.048 0 3559 0.0000 1195& 13.93 10-ft Bm1whes 14 0.503 0.3567 0.0000 23!21 Maximum Tower Deflections -Design Wind Secrion Elevation -oH;:,c"c· ----;ac,c,----cr;c,o.,,-----cr;c,c6c,:--- No. DBj/ectian Load ___________ /!.__ ________ 111 Comb. Ll 50-39 \0_547 4 ------------=-!.4649 0.0000 L2 42-l S.099 4 1.4486 0.0000 I RISATower Job Page 1209201-078 6 of 6 DaVinci Engineeri11g, Inc. Project Date PO Box !966 55-ft Pine Tree Monopole 22 17:55 05/06/09 Srmla Maria, CA 93456 Client Designed by Phone: (805) 922-5221 Sprint/Nextel: Cattle Creek Simon Leland, P.E. FAX: (805} 880-0401 Compression Checks Pole Design Data Sec tum E/evmicm L Klk A P., ~P .. Raria No. P., f' fi fi fn 1 lb lb Ll 50-39(1) _jfj, 439976.00 0.006 TP24.J9x22.Q78x0.!875 -1-!M-49-:-0'i)-7o.3--14.0283---i677.49 L2 39-1 (2) TP3h23.3845x0.25 41.00 49.00 52.2 25.1936 -20107.30 929144.00 0.022 Pole Bending Design Data &crion Elevation Si:e M"·' ~M,., Rtllfo ,'\{,,, ~.1,1,,., Ratio No .'-1,,, A1"!,. f' kip-ft kip:fl .~{,., kip-jl kip-ft A/,.. L1 50-39(1) TP24J9x22 07&x0 1875 20.83 305.96 0.068 0.00 305.96 0.000 L2 39-1 (2) TP32x23.3845x0.25 702.33 740.!7 0.949 0.00 740.17 0.000 Pole Shear Design Data . Secrton Eleva/ion Stc:e Acmal oj>V., Ratto Actual $T, Ratio No. v., v. r.. 1;, ~ ______ !!_ _____________ _lb_ ____ "~--_____p~---~ijJ~fl ___ kip1f . 7;, Ll 50-39 (1) TP24.39x22.078x0.J875 4438.19 189417.00 0.023 0.00 C5JCOJZ6J~.S'JC--io.~OO~O;-- L2 39-1 (2) TP32x23.3845x0.25 22434.70 340179.00 0.066 0.00 299399.\7 0.000 Pole Interaction Design Data Section No. Ele>'alion !' ----~=---Ll S0-39(1) L2 39-1 (2) Ratio P., 0.022 Rmio A!., 0.949 Ratio M .. _.. 0.000 Ratio ~~. 0.066 Rctlio T., 0 000 ·------·-·-·--- Comb. Sm~ss Ratio 0.075 v' 0.975 ~/ Allow. Stt·ess Ratio 1.000 l 000 Criteria 4.10-la V' 4.10-Ja V c------·------------·---· ------. · Section Capacity Table Sec! ion No. Ll L2 Elevation j! Component Type Si:e Cntical Ele11WIII p lb ""S0.:39 _____ l'ole--·--.yp24.J9illJJ78.xO:TS75--I·---·-267i49 39-l Pole TP32x23.384Sx0.25 2 -20107.30 ol\uo• % /b Capacity 439976.00 7.5 929\44.00 97.5 Sununary Pass Fat! Pass Pass Pole (L2) 97.5 P~ss RATING_, 97.5 l'llss l ] P~NVin~i I.n1ineerin~, In~. Job 1209201-078 Page 7 of 10 PO Box 1966 Project 55-Ft. Pine Tree Monopole Date 517/2009 Santa Maria, CA 93456 Phone: (805) 922-5221 Client Sprint/Nextel: Cattle Creek Designed by Fax: (805) 880~0402 Simon W. Leland, P.E. Monopole Anchor Rod and Base Plate Calculation AN51! riA-222-Gi 200? fac!:ared t?a~e Reactions: Moment: 720 ft·c:ps 'kar: 2~ kips A<ia': 22 kip5 p < " 0.80 ,,.,, 2 \\40,7!7 111 M""',oo:k""-'• 141.69 kip,"'"~'"' 4,00 ~Ips 5hc..-f"''~ ~' 0,90 DW Mrc • '7?9,? In-kip,_""'"''· ~ "" 16.76 In 5""""L""<'.h Z"' 16.16 Pi..t-·<5«!!«>1il.wJ!..s Mp "" 8"?1 ,B ln+lp r;,..,l< lkffi•"'- Pc<e 5hape: 18-Sided Pale O:a, COrl: 72.00 "' lmchcr RoJs: c &l 2.20 "1. Pol? wR. 10 Anchcr Roch fvenl4 Spaced On a "?9 in Bolt, Circle 0599 "" $ Mn"" 1?4 ln+lp f""'w.,JR.•v..""'"" Calculated Moment. vs factored Resistance Anchor Rods Ne Adequate Base Plate Is Adequate ~a>e Plate: 2 in, 1.. iS i!L Pxnd f4"" SO ksi ID ~22.4 :n '79.9% 41,1% 29.4 Pi'-Vinci J;n,inttoriHj, Inc.. Job 1209201-078 Page 8 of 10 PO Bo:< 1966 Project Santa Maria, CA 93456 55-Ft. Pine Tree Monopole Date 517f2009 Phone: (805) 922-5221 Client Sprint!Nextel: Cattle Creek Designed by Fax: (805) 880-0402 Simon W. Leland, P .E. MQ!'IQPolL(ai??Q11 Calculation? ANSI/ ~A-222-G 2000 1. FOUNDATION OVERTURN!NG !U:SLSTANC& CALCULAT&D WITH "PLS C'u.sson" (VERSJ:ON 9. 00) , BASBD ON BROM' S MBT!!DP J;"OR RIDGED FlLES. Til"& SOIL LAYE:RS ARE MODELED 1\FTER RECmw.ENPATIONS FROM THE: GEOTF.O!NICI\L REPORT. 2. COHESION STRENGTH IN FLS Caisson ASSUMES ~"ULL COHESION AT IHE GROUND LEVEL, THERE!FORS THE COHESION VALUES IN IRE CALCULATIONS RAVE BEI':N REDUCED BY 50'!.TO A DEP'rH OF 3X THE: CAISSON OI.IIJ..'..El'ER. 3. IN LIEU OF A SOIL RESISTANCE: FAC1"0R ~. ~ 0.75 (l'IJI.-9.4 1) J..N ADDITIONAL SAFB1'Y J!"ACTOR AGAINST SOIL FAILURE OF 1.33 HAS BEE!l APPLIED. 4. WJ.TH RESPECT TO APPLiii:D LOADS ;>,No UL'l'lMATE SOIL RSSISTANCE, THE FOUNDATION IS DESIGNED WITH A MINI14UM SAFE'J:'>' FACTOR RESISTING OV&RTURNING OF 2. 0 5. FOUNDATION LOADS HAVE: BEEN FACTORIW PER ANSI/TIA-222-G 6, GEOTECIINICAL REPORT INDICATES GROUNDWATER WAS NOT ENCOUNTERED WITHIN THE DEPTH Ol? Tllii: CAISSON **~ PIER PROPERTIBS CONCRETE STRENGTH (ksi) 4.00 STEEL STRENGTH (ks~) 60.00 OI11METER (ft) ~ 6. 000 DISTANCE FROM TOP OF PIER TO GROUND LEV£1. (ft) 0 .so *** SOIL PROPERTIES LAYER TYPE THICiillBSS DEI?TII AT 'l:CP OF LAYER DENSITY cu KP PJII (ft) ' ' 4.00 ' ' 6.00 ' ' 0 00 • ' '" 00 {ft) (pcf) o.oo 0.0 • 00 100.0 '" 00 100.0 " 00 100 .o (psf) o.o 3.000 3.000 2.600 (degrees) 30 00 30 00 28.27 ~u DESIGN [FACTORED) LOADS AT TOI? OF PIER l:.f0l•JEl1T (ft-k) = 740.0 Vl:R'l'ICAL (k) 22.0 SJ!El\R (k) 24.0 ADDI'l:IONAL SAFET"! FACTOR AGAINST SOIL FAILURE= 1.33 ... CAI.CULATED PIER LENGTH (ft) 19.000 ... CHECl{ OF SOILS PROPERTIES AND ULTIMATE RESISTING FORCES ALONG PIER TYPE TOP OF LAYER BF.LOW TOP OF PIER THIC!<NBSS DENSITY cu "' ruruo' (ft) (ft) {pcf) (psf) '" c 0.5a 4.00 o.o 0.0 0 .00 ' 4.50 6.00 100.0 3.000 " " ' 10.50 4.40 100.0 3.000 "' " ' 14.90 0.60 100,0 ' Me _,. ·" ' 15.50 3.50 10a.o l.SOO -224.91 ... SJ!Il:AR liND MOMENTS ALONG l?l<:R WI TEl TilE ADDITIONAL SA.FtTY FACTOR WITHOUT ADDITIONAL SAFETY OIST.!INCE BELOW TOP OF PIER (ft) S!IEAR '" MOMENT (ft-l<) S!IEAR '" MOMF.NT o.oo " " 1080.6 24.7 1.90 " ·" 1143.0 " ' 3.80 " " 1205.3 24.7 5.70 " ·' 1266.1 " ' 7.60 " ' 1303.1 , ' 9.50 -34. ' 1279.8 _,. ' 11.40 -95.7 1158 ' _, ' 13.30 -176.3 903. , -132.5 15.20 ··242. 0 481. ' -182 ' 17.10 -12S ' "' ' _, " 19.00 _, 0 ' ·' _, .0 ... TOTAL REINFORCEMBNT '" 0.40 RF.lNFORCBM&NT ~A {l.n°2) " " ••• USABLE: AXIAL CAP. '" 22.0 USABLE t-i01:>1ENT CJI.P. (t."t·-k) 2199.2 ••• WEIGHT Oh' CAISSON (kips) " 80.582 H* PRESSURE UNDER CAISSON DUE TO !NPUT DESIGN AXIAL LOAD (psf) " 778. 1 CAISSON DESIGN SUMMARY: -(it) 2.50 8.50 12. sa 15 20 17.33 FACTOR (ft.-k) "' ' "" ' '" ' "' ·" "' ' '" ·' 871. ' m ' 362 ·' " " ' ' 6-ft DIAMETER CAISSON x 20-ft LONG (19.5-ft. BEL0"".-1 GRADE & a 5-ft ABOVE: GRADE) W/ (18) ~10 REINfORCING BARS EQIJALl.Y SPAC!m 1\ND (~5) CIRCULAR TIES G 6" 0/C FOR TilE: ;.!PPE:R 8-ft AND @ 12" FOR THE !<EMAWH\G LE:NGTH. CONCRETE S'rRENG'fl! ~4000 PSI@ 28 DJI."!S WIT!! 'r.<PE IT CEM<:NT l>ND A MAX. W/C RATIO OJ;" 0.46. VOLUME: OF CONCRETE= 20.93 CUBIC YARDS. P{{-Vinc.itn1ine.erin5, !nc.. Job 1209201-078 PO Box 1966 Project 55-Ft. Pine Tree Monopole Santa Maria, CA 93456 Phone: (805) 922-5221 Client Sprint!Nextel: Cattle Creek Fax: (805) 880-0402 Anchor Bolt Development Length in Concrete Calculation per ACI 3 t 8-05 Page 9 of 10 Date 51712009 Designed by Simon W. Leland, P.E. The anchor bolts are mechanically anchored with nuts and te.mplate at the bottom of the bolts. The cone of failure is assumed to start at the top of the top nut and taken at a 35 deg. cone (per ACI). The cones from the individual anchor bolts will overlap and also come out of the sides of the caisson. Therefore, we conservatively assume that the concrete cracks and there is no strength provided from the concrete and that the vertical reinforcement has to be denloped to ensure that the anchor bolts stay attached to the rest of the caisson. Below is the calculations showing the minimum anchor bolts embedment length required to fully transfer the load into vertical bars of the caisson. ~OLE ShAF7 ?. r .. ff18o AS1M 1\51!:>· \ CR. 75 A~~HOR RODS #10 Rebar Min. Development Length (Per. ACI 318-05 12.2.2; Eq. 12-1) r , --'-~ -~ ., 1 ,, ~ 36.14" 'y40tcj ,, '" l )(f;J (2.5) ·db Anchor Bolt Length= 8-ft Concrete Strength 4000 psi Minimum Required Anchor Bolt Embedment Depth tmin = ld +2"+6"+[(Caisson Dia. • 2*Clear Cover)-BC]/2 \trnin ~ 52.90" (min. Depth Req'd.) 78.00'' (from top of nut) 10'"·-1~·· ~ROJCCTION W/ \ •-EAVY HSX .OCK NUTS AND ~--i-··~-·1 LEVELIHC NU~S W/ .VA~H~RS Strength Cotn}Jarrison of Anchor Bolts to Caisson Reinforcement AB Moment of Ine1iia ::=.o 1140.75 in 2 ABFy~ 75 ksi Equivalent Strength'""' 85556.3 kips Rebar Moment of Inertia "" 9216.00 it/ Rebar Fy"' 60 ksi Equivalent Strength"" 552960.0 kips Pt1.-Vinc.ii.-n-1ineuin5, I-nc.. Job 1209201-078 PO Box 1966 Project 55-Ft. Pine Tree Monopole Santa Maria, CA 93456 Phone: (805) 922-5221 Client Sprint/Nexte!: Cattle Creek Fax: (805) 880-0402 Se1sm1c Ana!ys1s per: 2006 International Building Code Occupancy Category I Importance Factor I = 1 Site Classification Seismic Design Category E Site Class D Site Coefficients S5 0.217 51 0.057 Mapped Spectral Accelerations for short periods Mapped Spectral Accelerations for a 1 sec period Design Spectral Response Acceleration Parameters 505 0.231 5% damped Spectral Ace!. for short periods 501 0.091 5% damped Spectral Accl for a 1 sec. period Equivalent lateral Force Procedure c,. 0.02 X= 0.75 h!l = 55-ft T =Chx= ' " R = 1.5 0.404 Period Parameters Period Parameters Height of Structure Fundamental Period Response Modification Factor C, = 50 ;/[R/1] = 0.15 Seismic Response Coefficient W 20.1 kips Total Axial Weight of Pole V = C5W = 3.102 kips Max. Equivalent Seismic Base Shear 3.1. kips < 24 kips Seismic < Wind Load from Design Design Vertical Acceleration Ev = 0.93 kips The wind controls the design of this monopole Page 10 of 10 Date 5/7/2009 Designed by Simon W. LelanJ, P.E. Reference 20061BC Table 1604.5 ASCE 7-05 Table 11.5-1 2006 IBC Table 1613.5.2 2006 IBC Section 1613.5.3 2006 IBC Section 1613.5.4 2006 IBC Eq: 16-39 20061BC Eq: 16-40 ASCE 7-05 Section 12.8 ASCE 7-05 Table 12.8-2 ASCE 7-05 Table 12.8-2 ASCE 7-05 Eq: 12.8-7 ASCE 7-05 Tabel12.2-1 ASCE 7-05 Eq: 12.8-2 ASCE 7-05 Eq: 12.8·1 ASCE 7-05 Eq: 12.14-6 Parcel Detail Garfield County Assessor IT reasurer Parcel Detail Information A~.sessor/T reasurer _p_rgpg_rty SBarch I ~-~g_s_s_or _Swbset_ _llu_e_ry I ~_s__s~_s_sor Sal_e_s Se.grch Cler~qRe,~rd_er ReceRtion_S~arc.b Pg_rc~l Detail ! Va)u? DfltqH ! S!l.lg~_Oetail I Resi~en_t_ial/C~mfD]r1Lall!!mro.v.gm~o! O~tai_l Jen(Detalll Photogr_eRh! I Mill_levy Revenne!netail I Tax Area IOccount Number ![ ___ Parcel Number II -2008 Mill levy _j II RIDOI56 II! 238501306063 II 60.562 1 Dwner Name and Mailing Address IK N ENERGY. INC. PO BOX 670 IGLENWOOO SPGS. CD 81602-0670 Assessor's Parcel Description (Not to be used as a legal description) ISECT.TWN.RNG:I-7-88 SUBWESTBANK !RANCH PUD #4 RESUB LDT:63 STATE !ASSESSED PREROID083 BK:D685 IPG:D771 BK:OB24 PG:0858 BK:0885 IPG0065 location L Ph;sical Address: IIHUEBINGEI! DR. GLENWOOD SPRINGS L Subdivision: IIWESTBANK RANCH PUO #4 RESUB I land Acres: I 0 I land Sq F!:iiO - I Section II Township II Range I II 7 II 88 I I I I _j I J I I I I http:/ I www.garco act.corn/ assessor /ParceLasp? AccountNumber=R1 00156 Page I of 2 5/21/2008 II I I I 2008 Property Tax Valuation Information I Actual Value II Assessed Value land:\ D Improvements: I D Total: I D Most Recent Sale Sale Date: 118126/1884 Sale Price: II74.DDD Basic Building Characteristics Number of Residential Buildings: I 0 Number of Comm/lnd Buildings: I 0 No Building Records Found Tax Information No Tax Records Found Topofp"g' AssessoLP-.9Jabase.SJt~rch Drlli!m~ I lr!!<m1,.1rer Datg_b_i;l_se Sean;b .. Qj!tions C!~rk_fj_ R!l~.Gr:d ~r__p_~-t~tb ~§J~ __ S_~ar~_b_ _Optjgns Page2of2 I D D D The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However. Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright© 2DD5-2D08 Good Turns Software. All Rights Reserved. Database a Web Design by G_oo_d Turns Software. http:/ I www. garcoactcom/ assessor /P arc e I. asp? Ace ountNumber= R I 0 D! 56 5/21!2DD8 PA-Vinci Monopole 5pread f ootAnGj Calculation AN51/11A-222-u 200'7 I-nqinurinq, Inc. factored l?ao;e Reactions; footlt'IG1 tlimens-lon:>: Concrete: 1\1\oment: 720 fH'P' 16 ft' 16 ft 6 ft. 5o,uare Pier f' c ' 4000 pSi 9fl.ea: 24 k;p, d.S Rth.ck w I 6 in Reveal Steel f4 ' 60 K,; Axial: 20 Lips Beani1Cj 1ft B .. c:i. ?OA Cubic Yd Concrete ~ • 0.7S 5oil C~ac.kf:il: SO pcf Ultima"ce Bearincr 4000 p5f W<iver fable: n/ a ·--------------------------------------------------- We loilt of Pole Vl/eicjht of Concrete We!# of 5o;l BCUJard1 afVVzter fo!-A~i Overturnll1!1 Resistance: Overl:.urmr1:1 Mamert ( Nl.) Re;;l::;-tir.CJ Moment ( R,) ~<R,>M, 5otl BearltY~ Pre:;;sure: fccert'criclt.lj (e) 6( e) Maximum Sail Bearin(j Soil Overburden Net Soil BeariYI-:1 Reslstiri(j 5oil Beari'll:4 ( P,,) Net Soil Bearir"l < tj> x R, Bendlf!Cj Moment In Pier: Bendil11 Mcment Pier 5teel Req' d (Loads) lv\in~ ~~~~ ~r:,l ___ ,-"'- ' · I ;>; I .~~.·. \J"--:i'-. r .·,, • l?endlnq 1V\oment 111 foot1nq: ·· \~ Max. !3endi!ll Moment f oC'til1q Steel Rect' d (Loads) lv"dn. r wlli'!Cj 5teel JUN 1 S 1009 GARFIELD COUNTY BUILDING & PLANNING 200 kips 12.? kips 49.7 k;p, 00 k'P' 1925 kips 900 fH;p, 1?40 fH;p, . M M,.verWmlf'<1 / $ I "•--e>l 7t 4.68 ft 28.1 ft, > 266?.49 r>f <60 p>f 271'7.49 P>f 4000 pcf Nd ~earin,q I ~ R, ft~kip;; l.l 720 ft·klp> 1" ( 24 ~lp> '1.'7 ft) 71,9% OK 11.2% OK 840 11.~7 2'7.92 il? ----..... 0. ~:; /. ( l7a>c.i or-S'luare P •Cf) (/: c\' t:-_1. ~~~ '+ -·-:-! ,___ ~(-;, _.-) -I r,r.-L', ~01.877 fH;p, OA6 :n 2 I ft 0.60 It?/ ft Overturn!"'! Moment 5oil i?earlnq Pressure 17.9% 17.2% DESIGNED ACCORDING TO THE ANSI/TIA-222-G MEETS THE REQUIREMENTS OF THE IBC 2006 s·-o· LO''G tt• i1ll..J AS!!.< Ml~ GR >5 A\<:HO>< RC:>$ 10'-12" PR()J<CflaN W/ l<E/IW ~EX LDGK tMS ANO lEV[UW; NlJTS W/ w;,KEPS ALTERNATE PAD & '-rtF( G!:<)IlOCHN CA\. WGtN<fR (00 fH< M'PROPRFA" 1NSPt~10R) >HII1.1. IKSPECT T .. E D;CAVA1ION PRJOR TO PI.AClNG RO:iNIOOClNG $!([1. OR fORUS. fHE CEt>lWl~!~"-l £l<CJNtER (OR l"SS'EClDR) Sf<AU P~OIOOC A !<Ol<CO Of INSP(C110N '<>R IH[ BUtLOlflC I~SPi:C1CR fOR •<:'JICW ANO "RORO~ PURPnSL ' llJF; CON\flAC10R SN'll Otr'"~JN( lH£ ~tANS AN) M[THQOC -o &UPPOR> lNE EXCAVAii~N DUe,N~ CONSlllUCIION REFER TO lK£ OCOl!:CH,"ICAL R[PORI fOR RCCO~>IO"'DAIIONS, >. >~! CC\lTRACffiR SKAU R£.'.0 ;,<f GWlEC~N·CAl REPORT 1\NO SHAl..l CONSOli llJF; Gt01CC!<~1CAL EN"I"EIOR AS Nf:CESS.'"Y PRtQR 10 CO~$TRUCllON. <. FCC'N)>llON OWGN IS [JAS(O ON SHE ;P[Cl"C CWTECNt!:C"'-RF;PORl AS r!;o'~DEO ""' l<ORAACON RF:l'ORT NU~~F;R. 1S065ZOO-RE:'I'5[0 DATtO. llO'JEMBER IS, Z006 S. ACL 'O'J"i)lll'tQN CONCRE;TE OHN.l >!AV[ A UN!UU~ COMPRlSSIVF; Sl0£N(;11l Vf 4000 PSI WIIHON 28 OAYS Of Pl>CI:~f:Nl_ PROPORT:O>II'lG Or T><( CONCR<TE MIX S"'ll ~E 00<'""£0 BY JoN ""P!!OVf.:O lABOI"'ORY. cor.ES 0' 0,\CH ~IX SHILL ~[ SIJilVIrlfP m T><F; W001El.R ~?_" ~~~<r~0s~~~~~ :'~~~:;',"';;;i;~~~~~,;~";:,~b'or "~~~" .~~'"';~' ~~D [>IIR.I.m[O O:< (~I.S~} NJ. CQNCRElE CONSTmU:l1o~ S>!ALL SCI~ •cco"o"~ct W1N f.Cl ""-"lHC SU•LOI~G COOE "[QLJI~["ENT> CQ;! R!:MOAC.:O C<lNCR<rt". lATCST [O,ll()t{ Cl~CNl SHALL e<: l'IPE II, COW -''-'-'U, CONfORM,NG lQ ASTM C-150 All AGCI'!Xrlll£ Usco lN THE CONCA<l"E "'"'-'-~ONCOI<\! TO ASW. C-33. USC ONLY liCGRiGATfS •NOV.N NOl fQ CAUSE D:ctSSiot: S!'~•N><AGE ~lo.X,~UM II<'GR,GAT< SIZE TO OE 1 1/L". 0. C,\Y.;SO\< fOUNlJJ.MN INSl'N.lAii(JN S~N.l ~E IN ACCOROA~CE WHJi ACI l\8, '"'""' [Ofr0~ CONL"l:TE CYLINDERS 51!ALC Sf MAOE ANO TE5Tto, ~ ~ N'MlJM OC ONE (1) SE'I SflALL "' IAAEN fRO~ CO~C~Eff IN FC!JNOAIION. U\CH SEf S>!AL< C<JN5151 O' THROE: (3) ~'Yl.INOCI!S. ON[ SHAll ~F; T!OSTE~ Al SMN (1) OA\"3, THE stCONV OliAil ij[ l[STW AT T\\U~Y fiGlil (1M DAY$ M'D n<E \.ASl CYUN(ltR 5i"'ll at A HC'-0. ALL CYU,O!:RS ~1Wl ~[ l-""t'< ::.::~·t,.~D ANO YESTEO OY A TOSIING WI ON ACCO""-'"Cf wn>l 1-'lM ST/ONCMOS C">. i:" 1. 0'--'--•tlNFORClNC STEEL 5HALL CONfORIJ TOAST~ M1S aAAS SHAlL s• o•ADt ou MO "tS OR SliR"U~S "1-~ l BE A ~JN!lJU" Or GAAj)F; 40 1HE PIA<fM[Nf oF Oll ' , OEI~FOI«,'f).<(NI 5""-'. Lt>~rOR~ TO ;.u 31S. "MANCAl Q' STAN0'-"0 Pf<O.c11CE. •oR Hrt.UW:: RFJNFOFICtiJ C<l~CRE;T[ STRUCTURES", LJ,TEST EcmoN. UNt(SO Ofi-I(RW!Sf OETMW) 0" ''"'" '""t"· • tsTI"'rm co,·cef:Tc '10'-"''' ~ " ou.-o """' •. li<E "'U~DATID'I IV<$ 9W' O~SIO~<O TO "[Si>l ll•t '0ltOWING 'AC\QRED li)IIOS' ~OMO~C· nO FT'><'PS. S~F;AA-HQ K'~'-AX!'l• <<O KlPS '"~q S.<Fog <> 12"0/C EACH \1 TOP '-W OO'TQM PIER FOUNDATION@ APPROVED SUIIJECT TO NOTED UCUTIOl'IS & INSPECTIONS GARFIELD COUNTY OOJWING DEPARTMENT -Mz1'1ka lly &:1-!JS :FI'ELDCOPY !?2 0 ' 0 I-g ;o 1 i 04 g: I~: e S-3 ·. ·· ... if;.i:t, 1"'1'' ·:~:"~"';t Sprint· 333 lNV~RNgSS ORlVE SOl!TH >•, E:tlG!£WOOO, OO~OAADO 80112 .• 6 ~;: ' ' " CATILE CREEK .·· DN72XC036 Together with NEXTEL "'CR <0' CATTLE CREEK ~ DN72XC036 CONSTRUCTION DRAWINGS ~ ' ·-I··· DRAWING SYMBOL LEGEND VICJNfTY MAP PROJECT TEAM DRAWING INDEX • ""-I•" ~ ~'""' ~~}W '""' DESCRIPTION • -·· l•oe I _, ' SECTION CVT n.o IDLE SHEET _,_ ' ' " GENDW. NOTES ·~· Gl-ENWOOD INTERIOR ElEVATION F1.AG SPRINGS C1.0 CML SURVEY ZONING: ~ ' " CHRIS STR;YKER P.O. BOX 1558 CIVIL SURVEYO!l: GO.t CP.ADING NOTES EXTERIOR El£VA110N FI.J\G DENVER, CO 80201 JASON NEIL loe~~,:: PHONE: 303.859.0344 HtGH COUNTY EMGINtERI~ G1.0 GRADING PlAN FAX: 303.789.0114 1517 BlAKE AVE 1101 ,-~ EMAil: chris@otryk.,ffllle•ervkeo.com GLENWOOD SPRINGS, CO ~ 61601 "·' """""" CSA DETAil OR PlAN ENLARGEMENT PH: 970.945.8676 ,_, ROARING l ~RIDGE "·' ENlARGED SITE PLAN FORK ~s~ ~~~..: ' "'"" """" ~'~" ""' El.t\!ATIONS ~ 0 0 -.,. ~ KEYNOTE A4.0 FENCE DETAILS &( '· 0 "''"" "·' FOUNDATION PLAN REVISION . ., '$ s., ~~X SPOT ELEVATION ' ' : :::':', """" E1.0 ElECTRICAL SPECIFICATIONS 'It E1.1 GROUNDING SPEClFlCAllONS IJi(i f' =' :, "'~~1f;;~ , f"'-1 r.~ , . 0---1\.@)_ ""' illCTRICAL SITE Pt..AN 1 , ~ !:Q~~~osJt/ GRID REFERENCE '"'~ E3.0 PANEL SCHEDULE & ONE UNE DIAGRAM ['' MAY , __ , __ ELECTRICAL ' E4.0 GROUNOINC PLAN / DET~LS N.T.S. __ , __ moo E4.1 GROUNDING DETAilS ~ DIRECTIONS TO SITE --,n--ELEC & mco --·OOAJE---COAXIAL CABLE 1-70 WEST TO GLENWOOD SI"RINGS, EXrT & GO SOUTH ON HI'N 82 TO ? f, I COUNTY RO 154, TURN RT ON COUNTY RD 109, 00 OVER A BRIDGE AT --~,--CAS UNE lllE ROARING f'ORK RIVER, I"ROCEEO TO SITI':: ON THE R!GifT. __ , __ WATER UNE __ , __ SlWER UNE PROJECT DATA APPROVAL BLOCK PROJECT DESCRIPTION __ , __ SANrTARY SEW£R JURISDICTION: -CARFlELO COUNTY 1001 RF ENGINEER: "'"' NEW SPRINT EQUIPMENJ' ON CONCRETE PliO & 50'H MONOPINE WITHIN --·=--FlBEft OPTIC CABLE tONING DF:SIGNATION: -"" COMA RF ENG1NEER: A G'H CEDAR FENCED COMPOUND. "'"' --~--OVERH£AO liTlUTIES OCCUPAf!CY GROUP: -u RF M.o.NIIGER: DATE: __ , __ Ci'WN UNK FENCE CONSTil.UCTlON TYPE: -,_, ' SITE At;Q: OA'IE: WOODEN FENCE FULLY SPRINKLEAE!l: -R/' -----LEASE AArA / PROPER1Y BOUNDARY NO. OF STORIES: R/' SITE I.IANAGER: -DATE: GENERAL CONTRACTOR NOTE -TITLE SHEET If II II: Ill I! I RAILROAD TRA.CKS GOVERNING CODES: CONSTRUCTION P.M.: DATE: CONTRACTOR SHALL VERIFY All.. PlANS AND EXISTING DIMENSIONS AND --'/VVv- 200l IBC, 200l IMC, 2003 IFC, 2005 NEC CONOffiONS ON THE JOB SITE AND SHALl.. !MMEO!A'IELY NOTIFY THE STEEL STUD CONSTRUCTION MANAGER: ""' ARCHITECT IN WRmNG OF ~ DISCREPANCIES BEFORE PROCEEDING W!J'1ll1}; A.O.II. COMPl.li\NCE: WlTH 'THE WORK OR BE RESPONSIBLE FOR SAME. BAIT INSUlATION TillS FACiliTY IS UN!.WINEO AND NOT FOR HUMAN HA.Bfl'ATION. OPERATIONS MAW.GER: ""' THESE DRAWINGS ARt: ONLY TO SCALE WHEN PLOTIEO ON 24xlS ----~2110----EXISTING TOPOGRAPHY SHEET. USE GAAI'HIC SCALE WHEN PL01T1::0 ON 11x17 SHED'. 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OISTI.Nct Ol' ,0.()1) FE£1 "II) TilE POIHT Of BEiliN~IN~. s.\ll> PA.~CEL Of' !.OMI CONTAININO 1.1!00 SQIJARE f!XT, ~OOt DR lESS. Pr,OJECT NO. C1 DMS!ON 2 -SITE WORK AND DRAINAGE 020DO EAR11-!WORK. EXCAVA110N AND CRAiliNG PART 1 GENERAL 1.1 WORK INCLUDE~ REfER TO 111£ SURVEY AND 1\RCHfiECWfW.. SITE PLAN FOR WORK INCLUDED. 1.2 RElATED WORK A. CONSTRl/CllDN FOR BUllDING FOUNDATION 8. INSTALlATION OF ANTENNA SYSTEI.I C. ERECTION OF FENCE 1.3 DESCRIPTIONS A. ACCESS ROAD, TURW>.ROUNO AREAS, AND SITES ARE CONSTRUCTED TO f>ROVlDE A Will. DRAINED, EASILY MAINTA!NEO, EVEN SURFACE FOR MATtRlA!. AND EQUIPMENT DELIVERIES AND MAINTtNANCE PERSONNEL ACCESS. 1.4 QUALITY ASSURANCE A. APPLY SOIL STERILIZER IN ACCORDANCE WrTH MANUFACTURER'S RECOMMENDATION {USE f<S NEWW). B. VE:GErATION lANDSCAPING, IF INCLUDED WrTHIN THE CONTRACT, WILL BE PLACED AND I.IA!NTAlNEO f<S RECOI.IMENDED 8Y NURSERY INDUSTRY STANDARDS. 1 .5 SEQUENCING A. CONFIRM SURVEY STAKES AND SEf EtEVATlON STAJ<ES PRIOR TO Am CONSTRUCTION. B. GRUB THE COMPI.DE ROAD AND Sf!£ ARE/>. PRIOR TO FOUNOATlON CONSTRUCTION OR PLACEt.4ENT OF BACKFILL OR SVB-6ASE MATERIAL C. CONSTRUCT TEt.4PORARY CONSTRUCTION ZONE ALONG ACCESS ORM:. 0. 1HE SITE AR£A WIL.L BE BROUGHT TO SUB-6ASE COURSE ELEVATION AND THE ACCESS ROAD TO BASE COURSE ELEVATtON PRIOR TO FORMING FOUNDATIONS. E. APPLY SOIL STABILIZER PRIOR TO PLACING BASE MATERIIILS. F. IF REQUIRED, GRADE, St:E"D, FERTIUZE AND MULCf-1 DISTURBED AREAS IMMEDIATELY AFTER BRINGING THE SITE AND ACCESS ROAD TO BASE ELEVATION. WATER TO ENSURE GRO\I'TK G. REMOVE: GRAVEL FROM TEMPORARY CONSTRUCTlON ZONE. H. AFTER APPUC~TIONS OF FINAl SURFACES, APPLY SOIL STERILIZER TO 11-IE STONE SURFACES. 1.6 SUBMITTAlS A. BEFORE CONSTRUCTION 1. IF lANDSC~PING IS APPUCASLE TO THE CONTACT, lWO COPIES OF THE LANDSCAPING PlAN UNDER NURSERY Lt:TTERHEAO. IF A lANDSCAPE ALLOWANCE W~ INCLUDED IN THE CONlRACT, #I ITEMIZED LISTING OF PROPOSED COSTS UNDER NURSERY l.ETTERHEAO {REFER TO SITE PLAN FOR LANDSCAPING REOIJIREME.Nl). 2. SUBMIT FOR APPROVAL 1/2 CUBIC FOOT OF Tl1E PRODUCT SURFACE COURSE MATERW... B. Al'TER CONSTRUCTION 1. MANUFACTURER'S DESCRIP110N OF PRODUCT AND WARRI>.N1Y STATEMENT ON SOIL STERTUZED. 2. MANUFACTURER'S DESCRIPTioN OF PRODVCT ON GRASS SEED AND FERT1UZER, IF REQUIRED. 3, LANDSCAPING WARRANTY STATEMENT, IF REQUIRED. 1.7 WARAANlY A. IN ADOmON TO lHE WA!~RANlY ON AU. CONSTRUCITON COVERED IN THE CONTAACT DOCUMENTS, THE CONTRACTOR SrtALL REPAIR AlL DAMAGE OF SURROUNDING PROPERTY CAUSED BY CONSTRUCTION. B. SOIL STERIUZA110N APPUCMON WILL GUARANTEE VEGErATION fREE ROAD AND SITE AREAS FOR ONE YEAR FROM DATE 01' tiNA!.. INSPECTION. C. DISTIJRilED AREAS WILL REFLECT GROWT}I OF NEW GAASS COVER PRIOR TO FINAt. INSPECTION. D. lANDSCAPING, IF INCWDED WfTHIN THE SCOPE Of 11-IE COt-.'TRACT, WILL B[ GUARANTEED FOR ONE YEAR FROM DATE OF FINAL INSPECTION. 2.1 MATERiALS A. ROAD AND SITE MATERIALS; fiLL MATERIAL -ACCEPTANCE SEU:CT FILL SHALL BE IN ACCORDmC£ WITH LDCI\L DEPARTMENT OF HIGHWAY AND PUBUC TRANSPORTATION STANDARD SPECIF1CATlON. B. SOil STABILIZER SHALL BE EPA REGISTEREO OF LIQUID COt.4PDSmON MD OF PREEMERGENCE DESIGN. C. SOil STABIUZER FABRIC SHALL BE MIAAFI -SODX. 0. NON-STRUCTURAL SrTE CONCRETE SHALL BE 3000 PSI BREAKING STREN(lTH AT 2B DAYS. COMPLY WITH GENERAL PROVISIONS OF [}MSION 3 CONCRETE SPECIFICATlONS. 2.2 EQUIPMENT A. COMPACTION SHALL BE ACCOMPUSHED BY MECHANICAL MEANS. L.ARGER AREAS SKALL BE COMPACTED BY SHEEPS FOOT, VIBRATORY OR RUBBER TIED ROUERS WEIGHING AT LfAST FIVE TONS. SMALLER AREAS ~ALL BE COMPACT£D BY POWER-DRI\IER, H/IIIJD HELD TAMPERS. PART 3 EXCAVATlON 3.1 INSPECTlONS: LOCAL BUILDING INSPECTION SHALL llE NOll FlED NO LESS TJ-1AN 48 HRS. IN ADVANCE OF CONCRETE POURS. 3.2 PR!:PARATION A. CLEAR TREES, BRUSH AND OEBRlS FROM SIT£ AREA AND ACCESS ROAD RIGHT OF WAY loS REQUIRED. B. PRIOR TO OTHER EXCAVATlON AND CONSTRUCTION EFFORTS GRUB ORG ... NIC MATERIAL TO A MINIMUM OF SIX INCHES llEt.OW ORIGINAL GROUND lEVEL C. UNLESS OTHERWISE INSTRUCTED BY lHE OWNER, REMO\IE 1REES, BRUSI-l AND OEilRIS FROM TT-1[ PROPE!l:TY TO AN AlJTHORlZED LANDFILL D. PRIOR TO PLACEI.IENT OF FILL OR BASE MATER!ALS, ROLL Tl1E SOIL E. WfiEflE UNSTABLE SOIL CONDmONS ARE ENCOUNTERED, UNE THE GRUBBED AREAS WITH STABILIZER MAT PRIOR TO PlACEMENT OF FILL OR BASE MATERlld.. 3.3 INSTALlATION A. THE SITE MD TtJRNAROUND AR£AS SHALL BE AT THE SUB-BASE COURSE ELEVATION PRIOR TO FORMING FOUNDATIONS. GRAOE OR FlU. THE SITE M'ID ACCESS ROAD AS REQUIREO IN ORDER THAT UPON EVEN DISTRIBUTlON OF SPOILS RESULTING FROM FOUNOMON EXC~VATIONS. lHE RESULTING GRADE WILL CORRESPOND WITH SAID SUB-BASE COURSE, ELEVATIONS ARE TO llE CAI.CULATED FROM fiNISHED GRADE OR SLOPES INDICATED. B. CLEAR EXCESS SPOILS, IF mY, FROM JOB SITE MD NOT SPREAD BEYOND TiiE LIMITS OF Tl1E OWNERS LEASE PROPERTY UNLESS AUTHORIZED BY PROJECT MO\.NAGER. C. THE ACCESS ROAD SHALL BE BROUGHT TO !lASE COURSE ELEVATION PRIOR TO FOUNDATION CONSTRUCTlON. D. AVOID CREATING DEPRESSIONS WHERE WATER MAY POND. E. TllE CONTRACT INCLUDES ALL NECESSARY GRAOlNG, BANKING, DITCtliNO, AND UNLESS Oll1Ei<WISE INDICATED, COVERING lV/0 INCHES OF SURFACE COURSE. AlL ROADS OR ROUTES UTTUZEO FOR ACCESS TO THE SITE. C0t.4MENCING AT THE POINT OF ltmRSECTION WITH THE NEAREST PUBliC THOROUGHFARE, ARE INCLUDED IN SCOPE UNLESS OTHERWISE NOTro. F. WHEN IMPROVING M'l EXISTING AC:CESS ROAD, GAADE lHE EXISTING ROAD TO REMOVE mY ORGANIC MATTER AND SMOOTH 1HE SURFACE BEFORE PLACING FILL OR STONE. G. PlACE fiLL OR STONE IN SIX INCH MAXIMUM UFTS AND COMPACT BEfORE PLACING NOO UFT. H. lHE FINISH GRMlE, INCLUDING TOP SURFACE COURSE, SHALL EXTtND A MINIMUM OF ONE FOOT BE.YOND THE SITE FENCE AND SHALL COVER Tl1E AREA AS INDICATED. I. RIPRO.P SHALl BE A?PUEO TO Tl1E SIDE SLDPES OF ALL FtNC£0 SrrE AREAS, PARKING N'.EAS AND TO AlL OTHER SLOPES OREAff:R THAN Z : 1. J. RIPRAP SHAI.l. BE APPUED TO THE SlOES OF DlfCHES OR ORIIINAGE SWI\LES AS INDICATED ON PLANS. K. RIPRAP ENTIRE OITCK FOR SIX FEET TN All DIRECTIONS AT CULVERT OPENINGS. L SEED, FERTIUZER AND STRAW COVER SHALL BE APPUED TO ALL OTHER DISTURBED AREAS MD DITCHES, OAAINAGE. SWALES, NOT OTHERWlSE RIPRAPPED, M. UNDER NO CIRCUMSTANCES WIU. DfiCHES, SWALES OR CULVERTS BE PlACED SO Tl1E DIRECT WATER TOWAROS, DR PERMIT STANDING WATER IMMEOLo\TELY ADJACENT 10 Silt IF OWNER OES!GNS OR ELEVATIONS CONFLICT WITH TillS GUIDANCE ADVISE Tl1E OWNER IMMEDIATELY. N. IF DITCH LIES WrTH SLOPES GREATER TIWI TEN PERCENT, MOUND OIV£RSTONARY HEADWAU.S IN THE DfiCH AT CULVERT ENTRANCES. RIPRAP THE UPSTREAM SIDE OF THE HEADWALL AS WEU. f<S THE DITCH FOR SIX FEET ABOVE Tl1E CULVERT ENTRANCE. 0. SEW M'ID FERTIUZER SHALl BE APPUEO TO SURFACE CONDffiONS WHICH WILL ENCOURAGE ROOllNG. RAKE AREAS TO BE SEEDED TO EVEN THE SURFACE AND LOOSEN THE SOIL P. SOW SEED IN lV/0 DIRECTlONS IN TWICE Tl1E QUo.NTITY RECOMMENDED BY THE SEED PRODUCER. Q. rT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE GROWTH OF SEEDED AND lANDSCAPED AREAS BY WATERING UP TO THE POINT OF RELEASE FROM lHE CONTRACT. CONTINUE TO REWORK BARE AREAS UNTIL COMPLETE COVERAGE IS 08TAlNED. ~.4 FIELD QUAl!lY CONTROL A. COI.IPACTION SHALL BE MAXIMUM DENSfTY TN ACCORDANCE WITH ASTM 0-1557 FOR SITE WORK MD 95~ UNDER SLAB AREAS. AREAS OF SETTLEMENT WILL BE EXCAVATED liND REFilLED AT CONTRACTOR'S EXPENSE. 3.5 PROTECTION A. PROTECT SEEDED AREAS FROM EROSION !3Y SPREADING STRAW TO A UNIFORM LOOSE DEPTH OF 1-2 INCH[S, STAKE AND TlE DOWN loS REQU1RED. USE OF EROSION CONTROL MESH OR MULCH NET WILL BE AN ACCEPTABL£ ALTERNATe:. ll. AlL l'Rtts PlACED IN CONJUNCTION WITH A LANDSCAPE CONTRACT WILL BE \\'RAPPED, TIED WITH HOSE PROTECTED WIRE AND SECURED TO 2 INCk • 2 INCH x 4 FOOT STEEL ANGL£ EXTENDING T\\'0 FEET INTO Tl1E GROUND ON FOUR SIDES OF lHE lREE. C. All EXPOSED AREAS SHALL BE PROTECTED AGAINST WASHOLITS mO SOIL EROSION. STAAW BALES WILL BE PLACED AT THE INLET APPROACH TO ALL NEW OR EXISTING CULVERTS. WHERE THE SITE OR ROAD AREAS fiAVE BEEN ELEVATED IMMEDIATELY ADJACENT TO THE Rilll UNE. EROSION COHTROL FABRIC WILL BE STAJ<EO fULL LENGTH IN THE SWAt.£ BETWEEN Tl1E SITE mD TliE RAIL BED TO PREVENT CONTAMINATION OF THE RAIL I!ALlAST. EROSION COt."'RO!. NOTES: 1. EROSION AND SEOII.Itm CONTROL MEASURES SHALL BE INSTAULD AT AlL TIMES DURING Tl1E CONSTRUCTION PROCESS. AlL TEMPORAR.Y AND PERMANENT EROSION .AND SEDIMENT CONTROL MEASURES SHI\LL BE WJNTATNED AND/OR REPAIRED f<S Ntl':DED TO PRE.VENT ACCEU.ERATED EROSION ON THE SITE AND AlL ADJACENT PROPERTIES. 2. ALL TOP SOIL WHERE APPLICABLE, SHALL BE SALVAGED AND NOT REMOVED FROM nlE S!TE. TOPSOIL AND OVERS\IRDEN SrtALL BE REOISTRIBIJ110 OVER DISTURBED AR£.1.S TO PROVIDE A SUITABLE BASE FOR CRUSHED GRI>.VEL GROLIND COVER/EROSION CONTROL I.IE<\SURES. 3. PERMANENT OR TEMPORARY SOIL SI'ABIUZATION MEASURES SHALL BE APPUEO TO DISTURBED ARE<\5 WHERE APPUCAllU:. 4. CRUSHED GRI>.VEL GROUND CMR SHALL BE APPUED T-1/2" DEEP WHERE DEPICTED ON THE PLANS. 5. ALL DISlURBEO AREAS IN DEVELOPMENT WILL BE REVEGETATED WITH LOW GROWING NAllVE GRASSES SUCk /JS THE FOLLOWING MIXTURE: """""' WESTERN WHEATGRASS ARIZONA FESCUE MOUNTAIN BROME BLUE GRAMA SLENDER WHEATGRASS SANDBERG BLUEGRASS PRAIRIE JIJNEGAASS PERCENT """"" llLMIX ARRIBA 20% REDONDO 20% BROMM 15% LOVINGTON15% PRIMM 15% NATIVE 1D% "'"" ~"'~-100 PLS lb~./Acre (Orlll!'tl PJontTngl 3.2 0.9 2.9 0.5 1.7 '·' 0.1 9.6 lbs.fac PLS lbs./Acr~ (Broadca•ll M 1.6 5.7 0.9 M 0.6 0.1 1 8.8 lbs./ ""· 6. A MULCH CONSISTTNG OF LONG-STEMMED, WEED ~NO SEED FREE GRASS HAY WILL BE USED 10 PROTECT THE SITE AflER GRASS SEED IS PLANTED.. 7. ALL REVEGETATION AND EROSION CONTROL WILL BE IN COMPLW-ICE WrrH Cll'!' OF GLENWOOD SPRINGS SUGGESTIONS FOR REVEGETATION AND EROSION CONTROL B. PRIOR ro COMMENCEMENT OF AND DURING ANY CONSTRUCTION ACTMTY {EXCEPT FOR Ul1LI1Y INSTALLATION}, A TEMPORARY BARRIER SHAlL BE ERECTED AT THE DRTPUNE AROUND EXISTING TREES THAT ARE stATED FOR PROTECTION. THIS BARRIER SHALL CONSIST Of BRIGHT PLASTIC ffNCING A MIN. OF 4 FEET TN HEIGHT, SECURED VIITH MErAL T-POS!S. I • t· 'Spnn ~331NVERN5SS DRIVE SO\ffil ENGU'\'1'000, COlOI<AOO 80112 CA TILE CREEK DN72XC036 GO.l 3 2 12'-0" MIN. ROAD BASE DETAIL POST (2")(2~ "'"'"LJ-, FENCE FABRIC ANCHORED IN TRENCH AND FlRMLY ATTACHED TO POST TRENCH 6"x6" SILT FENCE DETAIL N.T.S. N.T.S. ' ' --4·?.~'" WEED RIER (CEASE EA) r~ EXISTING GAAPE I-{'!YP) "-- ' I I c;'ENERAi NIJT'ES: ., , + 1. REFER TO LAND SURVEY FOR !..EASE AREA AND ACCtSS &i UTI CORRIDOR. LOCATIONS ON EXISTING PROPEruY. 2. IN~AtL EROSION COI-ITROL BARRIER PER-CrtY ~EQUIR[MENTS - \ I RE: 2/GI.O. , 3. MAJr-ITAIN EXISTING DRAINAGE PATIERNS. • \ 4. ACCESS DRIVE: R[MOVE TOP SOIL & ADD CLASS 6 ROAD BASE \ .MIN. FULL L.i':NGTH OF ACCESS I<;QAD AS R£0'0 TO PROTECT UNDERGROUND GAS u'NES -RE: GENERAL NIJT'E IJ:;,j A2.0. ,_ \ 5. HYDRO SEED ALL DISTURBED AREAS AS REO'o. 6. VERifY lJTIUTlES \ PRIOR TO CONSlRUCTION. . \ \ \ GRADING PLAN \ \ \ \ \ \ \ \ \ I \ \ \ \ ':/>lt.W t,INDtRGRoJNo , unt.mES RE: 1/A(Z..O- EXIsnNG --, -__ \ --~-- UNDERGROUND 1• \ tJiiLmES \ ' \ \ \ \ \ I I I i I SCALE; 11&"~1'-ll" NEW SILl '·fENCE RE: 2/Gl.O· ... NORlH 4' 0 B' I !sprint • ' 1 Too"""'~HioNf.><m. 333 INVERNESS ORM': SOUTH ENGLEWOOD, GOLOR!IOO 80112 CATILE CREEK DN72XC036 735CR 109 GRADING PLAN Gl.O ' ' \ ' ' \ ' ' \ \ SITE PLAN ' \ ' ' \ ' ' \ ~ \ ' ' \ ' ' (E) UNDERGROUt>V TEL£VISION UNE (lYP) \ LOT 63 ' ' \ ' ' \ ' ' \ ' ' /~~~~~---NON-EXCLUSIVE BIKE PATH & UTILITY EASEMENT RE: CML SURVEY ,__~~-~~~-~RELOCATE EXISTING ROCK OUTCROP /~===========(~ G~ UNE GAS MARKER f-~~-~ NEW JO'xtlo' SPRINT / NEXTEL lfASE AREA (APPROX. 1.800 SQ. FT.) ---(£) GURIED flSER OPTIC UNE /~-(E) UNI)ERGRDUNO POII'ffi UNE (E) GAS LINE RE: NOTES G1.() NEll' ROAD BASE AT ACCESS ORNE RE: 1/GLO (TYP) /--(E) FENCE GAS UNE PROlECllON. RE: GENERAL NOTES 13, THIS SHEET. 20'W NON-EXCWSM.: ACCESS & lJTlUTY -EASEMENT RE; C1.0 ~--{E) UNDERGROUND GAS UN£ ~ UNDERGROUND ELECT & TELCO / RE: 7/M.O GENEFW.. NOTES: 1. COmRACTOR TO VERIFY EXISTlNG 1Jl1UIY LOCATIONS PRIOR TO CONSTRUCTION. 2. RmR TO G1 .0 FOR GRADING & EROSION CONTROL 3. PROVIDE STL PLANK PROTEcnON 0 HIGH PRESSURE CloS UNE LOCATIONS PRIOR TO HEAVY £QUIPMENT CROSSING($) DURING CONS'!niJCTION. ~~--(E) TRANSFORMER AND UTILirr POLE (E) PIPnlG AREA EXISTING e'K CEDAR f'ENCE '!HIS SHEET. (E) UNDERGROUND GAS LINE (TYP) \ LOTOS ' ' \ EXISllNG ;:::::;--/ BUILDING (TYP) ' / v SCALE: 1' = ~OIJ"q NOI'!Tii 300' 150' D 300' 333 INVERNESS DRIVE SOUTH ENGLEWOOD, COLOflADO 80112 ,, CATILE CREEK DN72XC036 SITE PLAN A2.0 ·. I ' ' I ' ' "' o• "I·~ _, ' "'!~~ • •• ' ' I ~ ' 0 n, I I i ' ' ' NOTE: , REFER TO LAND SURVEY fOR LEASE . AREA AND ACCESS & IJnl.fT'f ,EASEMENT LOCA"IlONS . NEW AAILI!OAD TlE RETAINING '-y.'ALL RE: 5/M.O 1 ENLP..RGED SITE PLAN I ~~- \ I ' \ - ' - ' ' ' I ' I J0'-0~ \ 15'-o" ·. : FUTIJRE ;CARRIER ' . -10'-0" ; I I I I \ I I I I I I 5'-0" I I I \ \ I ! I ) .( I \ I I ~ NORTH SCALE: 4' 2' 0 4' I ' ispri~! .... "" 3~ INVERNESS DRIVE SO\Jl'H Ef!GI..EWOOO, COLORADO 80112 CATILE CREEK DN72XC036 ENLARGED SITE PLAN A2.1 NEW 50"H MONOPINE -----, W/ (9) NEW ANTENNAS 295" "'" 335" AZ!Mt.ml {FliT.). I ~---.. _, ____ NEW SPRINT/ NEXTEL ANIDINI\S (1) PER SECTOR, (2) TOTAL ~ ,. (ARM FOR FU11JRE ANT£NW.S} ~...:::-.---------~-NEW 50' -O"H SPRINT /NEXTEL MONOPlNE --,. 115" AZIMIJll-1 .l, 175" "'" NEW EQUIPMENT ON CONC. PAD (BEYOND} NEW 50'H MONOPINE --- W/ (9} NEW Af.rrENf/AS NEW 5'H CEDAR FENCE NEW GPS AN1rNNAS MOUNT£0 TO F'ENC!' L I i.i '' ii NOltS: 1. ANTENNAS ARE WffiliN MONOPINE FOUAGE. 2. ANTENNAS TO BE PAINTED DARK GREEN (SIM 10 Si-WJI' AREAS IN FOt..wl£). 3. MOUt.'TlNC HARDWARE TO BE PAINTED DARK BROWN TO MATCH TRUNK / BRANCHES. 4. COLOR OF EQUIPMtNT SHEL TtR DARK BROWN AGGREGATE. I I I S:l31NVERNESS DRIVE SO\ffil ENGI£\.'11000, COUJAAOO 00112 CATILE CREEK DN72XC036 '. ELEVATIONS A3.0 I I """"' 1. INSTAU. AU. t.INPERGROUND IJnuntS PER LOCAL IJllLITY REQUIREMF;NTS. 2. LOCATE AU. UNOE:RGROVNP tmUnE:S PRIOR TO TRENCHING / EXCAVATION. 3. COORDINATE SIZE AND lYI'E WITH LOCAL UTIUfY COMPANIES REOUffiEMFNTS. 4. REFER TO ELECT PWI FOR EXACT LOCATION. 5. COMPACT SACKF'ill TO 95% PROCTOR DENsnY AT AU.. DRM':WAY OR HARD SURFACED AREAS. COMPACT TO 90% PROCTOR DENSITY ALL OTHER AREOS UNlESS NOTED OTHERWISE, REFER TO GEOTECHNICAL REPORT. DETAIL 1. ALL WOOD FENC~ POSTS AND RAILS TO BE P.T. LUMBER. 2. PH:KETS TO BE 1x6 NO. I ROUGH SAWN CEDAR. :S. LINE POSTS TO BE 1-X4. 4, CORNER & GATE POSTS TO BE 6)(6. 5. Al.L STEEL HARDWARE TO BE HOT DIP GALVANIZED. 6. APPLY COLD GALVANIZING COMPOUND TO AIL flELO WELDS AND CU'IS. 7, FENCE SHAll BE PRIMED & PAifiTEll TO MATCH O:lsnNG FENCE COLOR. s'-o' MAX ......--WOOD PtcKETS fTtl11---UNE POST ctAaLE TRAY NOTEJ• SCUD Fl.ANGED TOP """ COMBINATION COVER & HI)U) DOWN ClAMPS 'B-UNE' CABLE TRAY (\ADDER 'TY?t) OR EQUAl. -4X4 P.T. SLEEPER C 36" D.C . 1. FOR CABlE TRAY MOUNTED TO VERTICAL WAU.S: A. HORlZONTAL RUN -ATTACH TO (E) WAlL C 24" O.C. a. VERTICAL RUN -ATTACH C 48" O.C. 2. ATTACHMI':NTS: US!': ANCHORS APPROI'flJ,I,TI': FOR MOUN11NG SURFACE. A MASONRY CONDffiONS: 1/4" ~ONRY ANCHORS, 2 1/2" PENETAAT!ON. B. WOOD CONDmONS: 3/B" lAG BOLTS, 2 1/2" PENETRATION. C. MTL STUDS: /110 TEK SCREWS C WX U." O.C BO!H HORIZ & VffiT. CABLETRAYDETA!L '"""~"'"" 't>T>I. 3Y.IINVERNESS DRIVE 60\JTH EtlGltWOOD. CO~ORAOO 801\2 CATTLE CREEK DN72XC036 735CR 109 GLENWOOD SPRINGS, COLORADO FENCE DETAILS A4.0 3 GENERAL NarES 1. ALL DIMENSIONS TO, Of", AND ON EXISTING BUILDINGS, DIWNAC<: STRUCTURES, AND SrrE IMPROVEMENTS SHALL BE VERIFIED IN FlflD BY CONTRACTOR WITH 1\Ll.. O!SCREPANCIES REPORTED TO Tii[ ENGINEER. 2. DO Naf CHANGE SIZE NOR SPM:ING OF STRUCTURAL ELMNTS. 3. OEfAII.S SHOWN liRE TYPICAl; SIMILAR OEfAII.S APPlY W SIMILAR CONDITIONS UNlESS OntERWlSE NOTED. 4. THESE DRAWINGS DO NOT INCtvDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFElY. 5. BRACE STRUCTURES UNTIL AU. STRUCTURAL ElEMENTS NEEDED FOR SfA81UfY ARE INSTAI.i.ED. THESE ElEMENTS ARE I>S FOlLOWS: LATERAL SRI\CING, ANCHOR BOLTS, ETC. 6. DETERMINE EXACT LOCATION OF EXISTING UTiunES, GROUNDS DRAINS, DRAIN PIPES, VENTS, ETC. BITORE COMMENCING WORK. 1. INCORREC1l.Y I'A!IRICATED, DAMAGED, OR OTHERWISE MISFITT1NG OR NONCONFORMING MlllffiiALS OR CONDmONS SI-W.l BE REPORitD TO "THE OWNER PRIOR TO REMEDIAL OR CORRECTNE ACTION. mY SUCH ACTION SI-W.L REQUIRE APPROVAL 8. EACH CONTRACTOR SHAlL COOI>ERATE WITH lliE OWNER'S REPRESENTAllVE, AND COORDINATE HIS WORK WITH THE WORK OF OTHER& [}ESIGN CR!TfRI!\• WIND SPEED: ROOF SNOW LOAD: IDS MPH (3 SEC. GUST) 30 PSI' SIESMIC DESjGN C,O.TEGORY: IRC: S I'ROST DE?TH: ,. CONCRETE NOTES I. DESIGN ANO CONSTRUCTION or All. CONCRETE ELEMEN1S SHALL CONF"ORM TO THE lA"IEST EDmONS OF THE FOLlOWING APPLICABLE CODES: ACI 301 "SPECIFICATIONS FOR STRUCTUfW. CONCRETE fOR BUilDINGS": ACI 318, "BUllD!NG CODE REQUIREMENTS FOR REINFORCED CONCRErE". 2. MIX OESICN SI-IAU BE APPROVED BY OWNER'S REI'RtsEN"fATIVE PRIOR TO PlACING CONCRETE. 3. CONCRETE SHALl.. BE NORW.L WEIGHT, 6X AIR ENTRAINED {±I.SX) WITH A MAXIMUM 4" SLUMP, /\NO KA.VE A MINIMUM 28-DAY COMPRESSM STRENGTH OF 3000 PSI UNlESS OTHERWISE NOTED. 4. MAXIMUM AGGREGATE SIZE SHM.l BE 1". 5. THE FOUOWIN(; MIITE1Wd.S SHALL BE USED: PORTI.AND CEMENT: REINFORCEMENT: NORMAL WEIGHT AGGREGA."IE: WATER: AOMtxn.IRES: ASfM c 150, lYf'E I PSJM A 185 """ c "' DRINKABLE NON-CHLORIDE CONTAINING 6. REINFOilCING DETAilS SH.O.U. BE IN ACCORDANCE WITH THE LATEST EOIT!ON 01'" ACI 315. 7. REINFORCING STEEL SHALl.. CONI'ORM TO ASTM A 61S, GRADE 60, OEI'ORMED UNLESS NOTED OlHERWISt. WElDED WIRE FABRIC SHALl CONFORM TO AS1M A 18S WElDED STEEL WlRE FABRIC UNLESS NOTED OTHERWISE:. SPUCES SHALL BE CLASS "8" AND .O.U. HOOKS SHALL BE STANDARD, U.N.O. 8. THE FOLLOWING MINIMUM CONCR8"E COVER SIW.L BE PROVIDED I'OR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGNNST EARTH ........ 3 IN. CONCRETE EXPOSED TO EARTH OR WEAniER: IS AND LARGER .................................. 2 IN. S AND SMALLER & WWF ................... 1 1/2 IN. CONCRETE NOT EXPOSED TO EAR1H OR WEATHER OR NDT C/IST AGAINSl" THE GROUND: SU<B AND WAIJ.. ................................. 3/4 IN. BEAMS AND COlUMNS ................ ., .. ., •• 1 1/2 IN. 9. A CHIWFER 3/4" SHA!.l. BE PRO\IIOEO AT AU.. EXPOSED EDGES Of CONCRot, UNO, IN ACCORDANCE W11li ACI 301 SECllON 4.2.4. 10. INSTALlATION OF CONCRErE EXPANSION/WEDGE ANCHOR, SHALL BE PER WI.NlJI',O.CTIJRES WRrTTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATfON FOR EMBEDMENT DEPTH OR I>S SHOWN ON 1HE DRAWINGS. NO REBAR SHAIJ.. BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN ORILUNG HOLES IN CONCRf.JE. 11. CURING COMPOUNDS SHA.tl. CONFORM TO A$1\4 C-J09. 12. ADMJ>mJR£S SHALL CONFORM TO THE APPROPRIIITE ASTM STANDARD AS REfERENCED IN ACI-301. 13. DO NOT WELD OR TACKWEU> RElNFORCING STEO.. 14. All. DOWElS, ANCHOR BOLTS, EMBEDDED STEEL, ELECTRICAL CONDUITS, PIPE SLEEVES, GROUNDS AND AU. OT1-Io:R EMBEDDED ITEMS AND FORMED OETNI.S SHAIJ.. BE IN PLACE BtrORE STAAT OF CONCRETt PLACEMENT. 15. LOCATE ADDmDNAL CONSTRIJCTION JOIN1S REQUIRED TO FACIUT,O.T£ CONSTRUCTION i'S ACCEPTABLE F0 ENGINEER. PlACE REINFORCEMENT CONTINUOUSLY THROUGH JOINT. 16. REINFORCEMENT SHAI..L BE COLO BENT WHENEVER BENDING IS REQUIRED. 17. PlACE CONCRETE IN A Ui'IIFORM MANNER TO PREVENT niE !'ORMATION OF COLD JOINTS AND OlHER N.ANES or WEAKNESS. VIBRATE THE CONCRETE TO FULLY EMBED REINFORCING. DO NOT USE VlBRAWRS TO TRANSPORT CDfiCRETE THROUGH CHUTES OR F"ORMWORK. 18. 00 NOT PLACE CONCRETE IN WATER, ICE, OR ON FROZEN GROUND. 19. DO NOT ALLOW CONCRETE SUBBASE TO FREEZE DURING CONCRETE CUR1NG liND stmNG PERIOD, OR FOR A MINIMUM Of" 1 + DAYS AFTER PlACEI.lENT. 20. FOR COLO-WEATHER AND HOT-WEATHER CONCRETE PLACEMENT, CON!'"ORM TO APPUCABLE ACI CODES AND RECOMMENOA110NS. IN EITHER CASE, MATERtA.LS CONTAINING CHLORIDE. CALCIUM, WTS, ETC. SHALL NOT B<: USED. PROTECT FRESH CONCRElE FROM WEAnit:R FOR 7 DAYS M!NIMVM. NOTES NOTES: ntE COmAACTOR MAY USE ONE Of TWO RElNFORCEMENT METHODS; 1. 1) #5 BARS 0 1!!" O.C. 2) #4 tiARS 0 12" o.c. 2. REFER TO SOilS REPORT FOR SUBGRADE PREPARATION .o.NO I'OUNDATION REC0~1MENOATIONS PRIOR TO CONSTRUCTION. 2 FOUNDATION SECTION FOUNDATION PLAN I I I I I I CONC. Sl.l\8 RE: NOTE {f1 RE!NF'OI'lCING 1"-4" a· o 3/4'"' 1".()"' 6"0 CONC. SlAB RE: NOTE 1/1 FOR REINFORCING 2400 !lASE STATION CABINET FLOOR STANO (4} l/2"11~4· EMBED EXP. ANCHORS SCALE: 1' ~ j".Q' 1"..0' 933 INVERNESS DRlVE SOUTH ENGLEWOOD. COLORADO wm CATILE CREEK DN72XC036 7S5CR 109 GLENWOOD SPRINGS. COLORADO FOUNDATION PLAN A5.0 DMSION 1B -GENERAL Et.ECTRIC GENERAL UEC"ffilCAI.. PROVISION 1. SUBMITTAL OF BID INDICATES CONTRACTOR IS COONfZANT Of AtL JOB SlTE CONDffiONS AND WORK TO BE PERFORMED UNDER TI-llS CONTRACT. 2. CONTRACTOR SHALL f'WORM ALL VERIFICATION 08SERVA110NS 24. THE CONTRACTOR SHALL COORDINATE THE ELECTRICAL DRAWlNClS wtTH AU OTHER PROJECT DRAWINGS AND TRADES PRIOR TO ANY ROUGfl IN. 25. All MATERIAlS AND EQUIPMENT SHALL BE INSTALLED IN ACCOfttiANCE WITH RECOMMENDATIONS OF THE MANUFACTURER ~ APPROVED BY THE f'ROJECT MAW.GER, AND TO CONFORM WFTH THE CONTRACT DOCUMENTS, TEST, AND EXAMINATION WORK PRIOR TO n-IE ORDERING OF THE 21>. TI1E INSTAllATION SHALt BE ACCOMPUSHED BY WORKMEN ELECTRICAL EQUIPMENT AND ll1E ACTUAL CONSTRUCTION. CONTRACTOR SK1U.ED IN Tflts TYPE 01' WORK SHAll ISSUE A WRITTEN N011CE OF ALL fiNDINGS TO THE ARCH!TtCT USTING ALL lJAlfUNCllONS, FAULTY EQUif'MENT AND DISCREPANCIES. 27. VERifY LOCATION Ot AtL BURII'TJ UTilmES PRIOR TO EXCAVATION. 3. HEIGHTS SHALL BE VERifiED WITH OWNER PRIOR TO INSTAllATION. 28. CONTRACTOR TO INSTALL A!.L EQUIPMENT SO IT IS Sl'RUCTUAALLY SOUND AND DOES NOT Al'l'tCT THE STRUCTURE ON 4. THESE PLANS ARE DIAGRAMMATIC ONLY, FOLLOW AS CLOSElY AS WHICH rr IS MOUNTED. POSSIBlE. 5. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN EACH PANEL BOAAO, PUU.SOX, J-BOX, SWITCH OOX, ETC., IN COMPUANCE WITH OCCUPATIONAL SAFElY AND HEALTH N::f (O.S.HA). 6. CONmACTOR SHALl PROVIDE ALL IJ.SOR, MATERIALS INSURANCE. EQUIPMENT, INSTAllATlON, CONSTRUCTION TOOLS, lRANSPORTAllON, ErC., !"'R A COMP!.tTE AND PROPEI<LY OF>t:AATIVE SYSTEM ENERG1ZED TI1ROUGHOUT AND AS INDICATED ON DRAW1NGS AS SPECiilED HEREIN AND/OR AS OTHERWISE REQUIRED. 7. A!.L MATER!At.S AND EQUIPMENT SHALL BE NEW AND IN PERI'tCT CDNDffiON WHEN INSTALLED AND SHAll BE OF TI1E BEST GRADE AND Of THE SAME MANUFACTURER THROUGH f1}R E:ACH ClASS OR GROUP OF EQUIPMENT. MATERlALS SHALL BE liSTED "J" WHERE SUBJECT TO SUCH APPROVAL MATERIALS SHAll MEEJ WITH APPROVAL OF THE DIVISION OF INDUSTRIAL SAFETY AND ALL GOVERNING OODlES HAVING JURISDICllON, MATERIAlS SHAlL BE I.'ANUFACTURED IN ACCORDANCE WITK APPUCABLE STANDARDS ESTABUSHto BY ANSI, NEMA, AND NBFtl. B. CONTRACTOR SHAll. CARRY OIJT HIS WORK IN ACCORDANCE Wl1l-l ALL GOVERNING STATE, COUNTY AND LOCAL CODES AND Q.S.HA 9. CONTRACTOR SHAU SECURE ALL NECESSARY BUILDING PERMITS AND PAY ALL REQUIRED fEES. 10. COMPLETE JOS StiALL 8!': GUARANTEto FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF JOB ACCEPTANCE BY OWNER. NN WORK, MAT!':RIAL OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHAlL BE CORRECTED AT ONCE UPON WRITTEN NOTifiCATION, AT THE EXPENSE OF THE CONTRACTOR. 11. AU. CONDUIT ONLY (C.O.) SHAll. HAVE A PUll WIRE DR ROPE w/ A TENSILE STRENGTH 01" 200/1 & A MEASURING O!':VICE TIED OFF AT EACH END. 12. PROVIDE PROJECT MANAGER WlTii ONE SET OF COMPLEIE ELECTRICAL "AS INSTAll£0" DRAWINGS AT THE COMPUffiON OF THE JOB, SHOWING AC11JAL DIMENSIONS, ROUTINGS AND CIRCUITS. 1 3. All. BROCHURES, O~EAATING MANUALS, CATALOGS, SHOP DRAWINGS, ETC., SHM.l BE TURNED OVER TO THE OWNE!I AT JOB COMPLETlON. 14. USE T-TOP CONNECTIONS ON ALL MULTI-CIRCtJITS WITH COMMON NEUTIW. CONDUCTOR FOR utlHfiNG FlxnlRES. 15. AU. CONDUCTORS SHAll BE COPPER. 16. All. CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHAl..l HAVE AN INTERRUPTING SHORT CIRCUIT CURRENT TO WHICH THE MAY BE SUBJECTED AN0 A MINIMUM OF 10,000 1\.l.C. 17. 1HE ENTIRE ELECTRICAL INSTAllli110N SHAll. BE GROUNDED AS REQUIRED SY AtL APPLI~LE CODES. 18. PATCH, REPAIR AND PAINT ANY AREA WAT HAS BffN DAMAGED IN ll-lE COURSE OF THE ELECTRICAL WORK. 19, P!CNETRAllONS IN FlRE RATED WALL SHALL BE FIRE STOPPED IN ACCORDANCE WITH Al'PUCABLE LOCAL BUILDING CODES. 2.0. WIRE AND CABLE CONDliCTORS SHALL BE COPPER f 12 AWG MINIMUM UNLESS SPECIFICALLY NOTED OTHERWISE ON DRAWINGS. 2.1. GROUNDING CONDUCTORS SHALL BE SCUD TINNED COPPER f2. 22. MEIER SOCKET AMPERES, VOLTAGE. NUMBER OF PHASES Si-!All BE AS NOTED ON TiiE DRAWINGS. MANUFACTURED 6'( "SQUME 0 COMPANY", OR AP?ROVEO EQUAL 2J. ALl W.TERIAI.S SHALL BE U.L USTtO. ELECTRICAL SPECIFICATIONS 29. CONDUIT A. RICIO CONDUIT SI-IALL BE U.L. I.A9EL GALVANIZED ZINC COATE:) WITH ZINC INTERIOR AI'ID SHALL BE USED WHEN INSTAlLED IN OR UNDER CONCRrrt: SLABS IN CONTACT WITH THE EARTH, UNDER PUBLIC ROMJWAYS, If< IAASONRY WALlS OR EXf'OSEO ON BUilDING EXTEfiiOR. RIGID CONDUIT IN CONTACT WITH EARTJi SHAll BE 1/2 LAPPED WRAPPED WITH HUNTS WRAP PROCESS NO. 3. 8. ELECTRICAL METALUC TUBING SHALl HAVE U.L LABEL. f1mNG SHALL BE GlAND RING COMPRESSION TYPE Wlll-1 INSULATED THROAlS. fMT SHAll BE USED ONLY FOR INTERIOR RUNS. C. FlEXIBLE METAlliC CONDUIT SHAll HAVE U.L liSTED LABEL AND MAY IJt: USED WHERE PERI.CITTEO BY CODE. FITTINGS SHALl. BE "JME' OR "SQUEEZE' TYPE, SEAL TIGHT FlEXIBLE CONDUIT. ALL CONDUIT SHALL HAVE R!ll SiZE EQUIPMENT GROUND WIRE. PRO\IIDE FLEX COtiNECTIONS TO All. EQUIPMENT AND TIWISFORMERS. SEALTITE SHALL BE USED FOR All CONifECTIONS TO MOTORS, ANO E)(TERIOR EQUIPMENT. D. CONDUIT RUNS SHALL BE SURFACE MOUNTED IN C!':lUNCS OR WALLS UNLESS INDICATED OTIJERWISE. CONDUIT INDICATED SHALL RUN PARALLEL OR AT RIGtfT ANGLES TO CEJUNG, flOOR OR Bf:AMS. VERifY EXA.CT RDIJT'1NG OF ALL EXPOSED CONDUIT WITH THE OWNER PRIOR TO INSTALUNG. NO HORIZONTAL CONDUITS SHAll EIE BELOW 7'-6" 1\.I'.F. NO BX OR ROMEX CABLE IS PERMITTED. E. ALL IJND£RGROUND CONDUIT SHAlL B~ PVC SCHEDUl£ 40 (UNl£SS NOTI:O OlliERWlSE) AT A MINIMUM DEPTH OF 24" BELOW GRADE. THERE SHALL 81:: tl"O PVC CONDUIT INSIDE OF lliE BUilDING OR ABOVE GRADE. IF I>BOVE GROUND, tf SHAlL BE CHIINGED TO STEEL CONDUIT. F. CONt>UrT TYPES & SUPPORTS SHAll BE Pl::R N.E.C. G. MINIMUM SIZE IS 1/2" UNU:SS NOTED OTHERWISE ON THE DRAWINGS AND SKALL BE INSTALLED IN A CONCEAlED MANNER. H, IF ALLOWED 8Y THE OWNER OR ENGINEE:R, CONDUIT MAY BE INSTALLED IN AN EXPOSED lh\NNER IN CERTAIN LOCATIONS. 1r EXPOSED, IT SHAll BE ROUTED PAR4LLEL OR PERPENDICULAR TO THE UNES OF lliE BUILDING. I, RIGHT ANGlE BENDS SHAll BE Mo\OE WlTii STANDARD ELBOWS. WHERE EXPOS£0 AND, B!':LOW 6 FEET ABOVE THE flOOR AND SUBJECT TO PHYSICAL DAMAGE. IT SfW.l BE G.R.S. CONDUIT. J. WHERE CONDUIT PENETRA.TES WALLS, CEIUNGS AND/OR FlOORS, THE CONTRACTOR SHALL PATCH AROUND CONDUIT TO PROVIDE A TIGHT SEAL AND THE SURFACE WILL BE lEfT IN A CONDITION TO MATCH THE EXISTINC. ALL CONDUIT THAT PASS!':S THFIOUOI-l A AATEO FIREWALL OR flOOR SHAt.L USE APPROVED FlRESTOf'S EVEN If' NOT SHOWN ON lliE DRAWINGS. K, lABEL AU. CONDUITS AT AiL JUNCTION BOXES, PANELS, !':TC., AND ALL JUNCTION AND OUTLET BOXES SHALL BE PAINTED WHITE EWIIdEL BOTH ON THE INSIDE AND OI.JlSIDE OF EACH BOX. l. CONTRACTOR WILL NOT BE AtLOWEP TO USE 'AC", "MC", "NM" TYPE WIRING SYSTEMS WITHOUT THE WRrTTEN PERMISSION OF Tf!E OWNER. 30. DISCONNECT SWITCH & FUSES A. ALL FUSIBLE DiSCONNECT SWITCHES SHALL BE HEAVf PUTY WITH VOLTAGE AND NEMA AA11NG AS !N01CATED. FUSIBLE SWITCHES SHALL BE USED WITH ClASS R !'USES. a LABEL ALl DISCONNECT SWITCHES WITH RESPECT TO TliE EQUiPI.CENT THEY CONTROL AND TO THE FlJSf SIZE AND TYPE. C. ALL DISCONNECT SWITCHES USED WITH MOTORS SHALL BE f<IORSEPDWER AATED. SIZE FUSES PER N.E.C. D. PROVIDE A SPARE FUSE CABINET WITH AT lEAST 10!'.: SPAR( FUSES OF EACH SIZE AND m'E, WITH A MINIMUM OF l EACH. PROVIDE A NAMEI"LATE ON THE SPARE FUSE CABINET INO!CATING THAT ONLY TKE "RI<t • TYPE Of' FUSES SHOULD BE RESTOCKED TO MATCfl EXISTING. ~t, ENCLOSURES II.. ELECTRICAl EQU!f'MENT INSTALLED INDOORS SHALL BE IN NEMA 1, OR GENERAL PURPOSE ENCLOSURES. B. ELECTRICAl EQUIPMENT INSTALLED OUTDOORS SHALl. BE !N NEMA 3R, OR WEAmERPROOF ENCLOSURES. 32. BOXES A. All BOXES SHALL BE PER N.E.C. AND SIZED PER COD£ BASED ON TI1E NUMBER OF WIRES ENTERING OR LEAVING EACH BOX. B. IDENTIFY AlL 0\JTlET, JUNCTlON AND PULL BOXES ACCORDING TO THE SYSTEM CARRI!':D BY MEANS OF PA!NTED ON STENC1lS OR LABElS, Wrlli lEGIBl£ LEITERS AND CONTRASTING COLORS AND WITHOUT ABBIIDIIATIONS. C. Ali BOXES SHALL BE A MINIMUM OF 1-1/2" DEEP BY 4" X 4' SQUARE OR OCTAGONAL Wf<IEN USED WITH f1XTURES UNLESS A LARGER SIZE IS REQUIRED llY THE DEVICE OR NUMBER OF WIRES BEING INSTALIB> OR PER CODE. ALL BOXES SHALL BE PRESSED STEEL GAlVANIZED n'PE U.N.O. ON THE DRAWINGS. BOXES FOR MASONAAY-BLOCK OR IILE WALLS SHALL BE SQUARE CORNERED ""'· 33. PANElS A. ALL PANELS SHALL BE AS INDICATEIJ ON ONE-UNE DIAGRAM A.'ID PANEL SCKEOULE. B. FURNISK iYPEWRmtN DIRECTORY BOARDS TO IDEifflFY EACH CIRCUIT. NOTE SPARE CIRCUITS ON OIREC10RY CARDS IN PENCIL. C. C\.EAN OlJT ALL OIRT AND DEBRIS IN ALL EI£CTRICAL EQUIPMENT, PANELS AND SWrTCHGEAR. 34. CONDUC10RS A. ALL WIRE SHALL BE COPPER IJ.N.O, ON THE DRAWINGS. WIRE #12 .!< #10 SHALL IJt: SOUD: LARGER WIRES SHALl. BE STRANDtD U.N.O. B. lAG ALL FE£0ER AND BRANCH CIRCUIT CONDUCTORS IN Ail. ENCLOSURES, JUNCTION BOXES, PANELS, ElC •• TO INDICATE ns CIRCUIT AND PANEL NUMBER FllOM WHICH rr ts FED. C. fEEOfRS f4 AND LARGER SHAU. BE XHHW DR THWN. SMA!..Lffi WIRES SHALL BE THW OR BEITER. 0. WIRES USED AT 100A OR LESS SHALL USE 60'C RATING; ABOVE 100A SHALL USE 75'C RATlNG. 35. AtL ELECTRICAL EQUIPMENT SHALL BE LAJ'.IELED WITI-1 PERW.NENT ENGRAVED PLASTlC LABELS. 35. CONTRACTOR TO CDOROINATE TI1E ElECTRICAL SERVICE WITH THE lffiliJY COMPAtN. CONTRACTOR lO COORDINATE WITH UTILITY COMPANY FOR CONNECTION OF TEMPDAARY AND PERMANENT POWER TO THE SITE. THE Tl':MPORARY POWER AND ALL HOOKUP COSTS TO BE PAID BY COfrrRACTOR. 31. UPON COMPLETION OF WORK, CONDUCT COifflNUITY, SHORT CIRCUIT, AND FALL POTENTIAL GROUND T!':S'tS FOR APPROVAL. CLEAN PREMISES OF AU. DtBRiS RESULtiNG FROM WORK AND lEAVE WORK IN A COMPLET£ AND UNOMIAGEO CON01TIQN. ABBREYIAIJONS '"" ,., ,. ,,. escw "" ' "' CIGBE " OWG ""' (E} OR EX. "N '" '"' '~ " "'' '" '" """ '" '" '" ""' """ "" SLO. " m m>. UNO ., ""' []' ~ ~~ ~ @) @ lS'l§] §] ANTENNA CABlE COVER ASSEMBLY AMERICAN WIRE GAUGE aARE COPPER WIRE BARE TINNED COPPER WIRE BARE STRANDED COPPER WIRE BASE TiWISMISStON SYSTEM CONDUIT CABINET COAX ISOlATED GROUND BAR EXTERNAL CONDUIJ' ONLY DRAWING ElECTRICAL METAWC 1VB!NG EXISTING t:ENERio.TOR t:ROUND FAULT CIRCUIT INTERRUPTER GROUND GLOBAL POSmONING SYSTEM '"'""' GALVANIZED RIGID STEEL INTERIOR GROUND RINC (HALO) INTERMEDIATE METAWC CONDUrT INSULATED STRAI.JDED COPPER WIRE PERSONAL COMMUNICATION SE:RVICE POWER PROTECTION CABINET PRl~.ARY RADIO CABINET POL '(\/INYI. CHLORIDE CONDUIT POWER CABINET ,__., SINGLE UNE DIAGR.o\M STNNLESS STEEL TElEPHONE TYPICAL UNLESS NOTED OTI1ERWISE WEATHERPROOF EQUIPMENT TRANsrORMER DISCONNECT SWITCH METER CIRCUIT BREAKER FUSE GENERATOR GENERATOR RECEPTACLE AUTOMATIC TRANSFER SWITCH MANUAL TRANSFER SWITCH VJJJ TRANSFORMER rYYY'. ELECTRICAL SYMBOLS 333 II#ERNESS DI'UVE SOUlli ENGLEWOOD, COlORADO 80112 CATTLE CREEK DN72XC036 OENN!S GREVEL, P.E. ! 231 1 WE-9T PRENT'GE PlACE: Lrrn.ETON, COLORADO 80 1 27 PHON<:: 303.933.7048 F'J>.X: :903.932.05B2 ELECTRICAL SPECIFICATIONS E 1.0 GROUNDING STANDARilS GENERAL ELECTRICAL PROVISION 1. DtFINmot<S M.$ -ANTENW.. GROUNO BUSS 1\WG -M!t:RICNl WlRE: GUJ\01': CMJ WfLDiNG -Nf EX.OTH£RM!C WEU>I~ PROCESS WHICH CREATES POSI!WE COW"I\CT OF GRO\INOING CONDIJC'IORS, EMf -EI..EOTR!:AL MEflll. TUBING (U~HT GUAGE MEflll. CO~rr) 1.1GB -I.IASl'm GRO!lN:l BUSS P\IC -POLY Vlfm. CHLORIL>l: COH!l\JIT RFl -RA!)jQ FREQUENCY INTERff:R~N~E THW -I.ETTIR lYPE DES1GW>.llrnl FUR CONDUCTOR INSUlATION THAT IS A MOISTURf: AND HEAT RES1STA.'lT 1HffiMOPlAST1C Wffi1 A MI\XIMUM OPERI\11>1G 1D.IPEAATURE OF 75 D"..Gf!EES GUSIUS OR 167 DWR£ES fllllRUIH8T. T/1 -1ENANT !MPRO\IEI.!Em' Z.O IW:KGROUNO 2.1 AR~ OF CO,~CIRN: WHEN DES1CNINtl A GROIJNQ!Nt: SYSlEM FOR A lo!Ol!II..E AAIJIO fACIJIY TIIERE AAE mtlR !1.1ERRELATW AAE"I\S OF CD,~CE!IN. Til£ SASH:: (Hl.IEC'I1\IE FOR <AC!-1 IS: 1<. UGtllffill~ PRmECTIOil -TO MIIINTNN All EQUIPMEm AT ltl~ SAME PI.'1TENTW.. DUR111G A UG!lTING IMPULSE. E!. RR FOO NOISE lllDUCTIDN CO!fmot -m ESTI<Ill.ISH TilE lOWEST POSSI131..E IW'I'OIINCE AMONQ IlL\. EQUIPJ.!ENT, C. ti.£CTROSTA'llC CCllTROL -TO REDUCE EI.ECTIIOSTI<'llC D~cw.RGE PRDBUJ,IS, 0. PERSONNEl SllfiTi -WIJNTA!N A MINiMUM \IOLTME Olf'l'ERENCE BEJWEEN JW( 'MD MEf!'ll.lJC OBJECTS WHICH PERSONNEL Mlmff COm'ACT S!MIJI.TANEOUSLY 2.2 A/C GROUNOING IN TillS GROUNDING SYSIEid TilE A/C SER\IICE GROUNO SllAI.L BE KEPT ISOlATE!) fROM n;£ EQ!IIl'~ENT FRM!I: WORK ANO UGH!WNG PRO'lf:CllON GROUN!l S'l'ST£1,05 EllCEI'T fOR ONE SP£!:1flC POlm". TillS POINT IS lHE !.!Am GROUN!JlNG !'OINT Or '!HE S!'SID!. Tl<IS WOU!b TYPICAU.Y a£ CONNECTING THE A/C SER'O!CE GROUND AT rnE COMMffiCW.. f'OVI€R RISER POU: OISCONNECT/MlliR !li\SE 1\1 THE mEP.NI\L GROV~O RINO. IN ltlE CASE OF TFIWIT IMPi!OYO.<~m SITES If IMY BE A COlD WATER PlPt OR BUII.DI~G S!EEL. 2.3 UGHTNI>IG COMSIDERAllONS UGHlNING DA!MGE OCCIJRS ffiOM ElmER !NPUC110N OR FROM AN ACTIJAt DlRECT :>miKE 1ti TI!E Bliii.DING USUIILLY TAKDI TilROUOH THE 10WC:R AND/OR ANTENIIJIS. STRIKES TO OTIIEII N!.J\ll!lY OBJECT INDUCE Hlll!l ENERGY INTO 1'\lWU! OR lEID'HDNE CAili£S ENltRING mE BU!UifNG. TillS TYPE Or EfFECT HISTORIC.OUY CAUSES MOST OF THE !JMW;E TO TilE BUilDING ANO 11S CONTENTS. 3.1 MATrRW.S: A. 12 AW&, BAAE SOU() llNNEtl COPI'ffi WillE, FOR All £)(T[ll101< CONDVCTORS ANO TO\Vm GROUND BAR CONDUCTORS OR ~ OTIIEIWIIS£ SPEClAEG. TliE GROtiNO WIR!' TO lHE MGB SHAlL llE GREEN JAC~E!ID STRANDED 1/0 AWG WIRE CAll wao!:D TO TilE E!USS IIJ\R AND CONNECTW TO lHE GROUml Rill~ ON A GROUND ROO, B. fJ! AWG, INSUl.I\TI:D STRANOE!l C!lPPER CI'Jll.E IS AC!:a'T.oBL£ fOR INTERIOR GROUND B'IRCONOUCTORS ON lENAffi IMPRO\IEMENr sm:s. C. 5/8 K 10 GROIJN!l ROOS (II' SOUO WPP!;R, STNNI£SS STEEL OR WPPE!! CI.AO HIGKSTIIENGlH STEEL. D. C11D WELD OR OTHER APPROVED EJ(OTI!El!MiC WiillliNG Si'STEM fOR BONDIIlG AS Sf'ECIFl~ E. )(IT 00 IJrHBI APPRO\'UJ CKEMICAL GROUfiD RODS. 1U CHEMiCAL GROUND ROllS SIW.t B£ IJI. AI'PRDVEll. f. SOUD CCPP!;R PLAlt:S OF MINI~UM 31<3><1/4 SllES PS SPECifiED. ~ ~0-0)( OR APPROVED EotW. WfiD\JCTI'o'£ I.!EDIUM WiiERI'IL SIW.L BE USE!) IN 1U MECfl.OUICAl. CONNECTIONS. H. 16 loJIIG S!RANDW INSUlATED {GREEN) fCR ALL INTERNAL EQUIPMENT Glrot®mw. I. MECHANICAL FASITNERS (I.E., OOUet.t lUGS, S!'t!T SOliS P"-'WJ.a CONNECTORS) SIW..L BE 6ROflZE, BRASS. COPPER OR STNNLESS STEEL AND HI\VE NO-OX BGWffN CONOUCTOR ANtl CONNECTION. J. aOL'fS, N\IJS AND SCR!'W.> IJSED 10 ti\STEN I.'<:CHAI'IlCAl CONN~CTOIIS SHAlL BE BE STNNL!SS STEEL WfiH STAA 1W£ STNNLESS S1EEL I..OCK WASHEIIS. K. IlL\. LUG 'lUBE f.osrt'NERS 5~-AU. PR;;MD~ lWO HOLES TO AUOW A DOUBLE OOt.T CONNECllON. L. AlL GROIJNDING CI>8I.E IN CONCRETE StlAU. llE IN NC CONOOIT. NO MEf!'ll.lJC CONOIJif SWIU. !!£ USED FOR GROUNDING CONOUCTOR st£EVES. M. ALL GROUNDING ELECTROOCS SlW.L SE BONDED TOOEJllER PER NEe 250-50. PROVIDE All GROUNDS AS Rttll!IR£0 BY THE N.E.C. IN AOOffiON TO GROUNDING SHOWN. N. AU. !mO\JNOS SHAU. B£ 1lN~ED COPPER. D. DO ~ INSTilL\. 9UR1t0 GROUND RI~G OVISIDE OF PRO!'£RIY UNS COIITRIICTOR SKOU NOTIFY OWNERS R£PRtSENfAnvt: WHW TH£ BURIE!l GROUND R!NG IS INSTAU£0 SO THE REPRi':SENTATM: CAN INSPf.CT GROUND RING BEFORE IT IS Eli\C~FlLLEO. GROUNDING SPECIFICATIONS 3.2 I.!ASlER GROUND IWl (MG!I) TilE PURPOSE OF THE w.sJEil GROUND BAA IS ;o GROUND n<E BlS AriD mi OTHER MEI'!'II.lJC OBJECTS AAOUND THE ~ WE MGB IS~ CO?P!:R BAA ME.OStlRING 4W x 24t ~ 1/4 lOCATED 1<S CLOS€ TO TilE BlS AS POSSISL£. TilE l.IGa SH1U HAVE Mltlll.IUM NUMOER OF 27 EliCH 7/16 frol£S. GRO\I~!I BAA SWILl BE SUP?O!UUI BY MOUNTING BAACKE!S WflH INSUL'TOR ST#IDOFFS. 1\ Gru:EN JACKE!'EO 1/0 AWG., AS SPECIF!EO lN SEGllOI'l J.l A OR !1, CONDUCTOR SHAU. !lE CAC WElDED TO THE BliSS BAR. Tl{IS CtlNIJVCfOR SIW.l. BE ~Ef'T SEPARA'IE PND ISOlATE!) Utffil TERI.miATlNG AT TilE MAl~ GROUNDING PO!Nf, (I.E. EX!<RIOR GROUND RING. COlD WAT'IJ< PIPE OR I!UIUJ!NG STU:L~ ~ AN1ENNi1 GROU~O Bi\R (Ai.;B): Tilt PURPOSE Of 'lf1E Mm:rn1A GROUND BAR IS PRII.WifLY FUR UGHINING PROTECllON. C0AXW.. CA111.E IS USV11.LL.Y lHE ONLY ITEM GROVN!JtD TO THIS SAR. ltOI'IE"..m rr IS AOCEPfAllL.£ TO BON<:~ EXTERIOR; CA9L.£ TRAY, WAVE GUill£ PORTS liND CANlli.E.VmEO WIWE GUIDE BRIOIW; TO 'rnE AGB. THE AGB IS A CCPPER BAR MEASVRING 'ill x 24l x 1/4 OR A 4W K 12L x 1/4 ON WHICH TH£ COAX~ Ci\!IL.£ FROM TilE .o.me!WS 1$ PRl!AARILY G!!OIJNOE!l. THERE SIW.l. I!E: TWO 1\GBS. ONE LOCATED AT THE TOP OF THE TOWER mtl'IE lliE COAX I.AODt:ll ON A T/1. TilE AGB SfW.L BE AS (:tQSE TO THE Al'ffi:NW.. MllUtnS I<S P0S519LE. WE AGB SHALl. K'.VE MINIMUM Of 24 FilCH 7/lS HOlES, GROUNO IWIS SHALl. BE SUPPORl'Eil BY MOUiffiN~ BRACKETS WITH INSULATOR Sli\NDO!l'S, fllR EACH AGB 1\ f2 AWC }S SF'ECIREtl IN stCTION 4.1 A OR B, CONDUCTOR SKAU BE CAD \\IU1)ED TO 'rnE BUSS l!A!l. TillS CONDUCTOR SWU !rE KEPT S£l>AAA1'E AND ISOI.Am> UNTJL lERMiWITlml AT THE Wm GROIJN(}I~Q POINT (f.E.. OXTERIOR GllOUNO III~G, GOlD WATER PIPE OR BUILtllNQ STEEl}. lHE N;!3 CAN 1!E HOME RUN TO '!fiE MGB Ot>l A T/l WHERE B\IILDING S1"1'EL EXIS!S. 3.4 GROUfiD ROt> AND GnOUNO RING PlAC~ENT mE OtllSlllf GROU~O RIMG SHAll. 9E PlACED AAOUm> THE BTS AT A lilSTANCE OF TWO (2) fEEt FlWl.t THE BTS AT A DEPTH OF 2'-6" OR 8" 9UOW THE fROST Um':. WHICHE'I!EB !S DEEPER, ROllS SK'ILL BE ORM:N Til A D£PTH SUCH TWIT THE lOP Of TilE R\IOS IS AT TilE I.EVEl. or TilE G!!OIIND R11W CONDUCTOR. THE R!l!IS SIW.L llE Pl.ACE!l MltliMAIJ.Y AI.ON& TilE Rlt!O T!! mE fOU.!lWINO I.OCAllDNS. 1<. BELOW lt!E AAEA OF TI-lE INID1NAL MASIEll tlROUNO !WI (!.«;B) FtlR CONN!:CliON TO THE 1.1GB. B, BELOW THE IJT1lJTY RACK fO!< COONECTION TO TH£ MAIN SUILUH'IG COMI.!ERC\l.l POWER DISCONNECT. C. 8ELOW TilE CORNERS OF ltlt BTS. D. ~ RE!lUIRID TO ACHIE-r.: A WJ(IMUM SPIICIIIG Of" ~ (10) FEET SEIWErn GROUND RODS ALONG TI1E RING PERIMEI'ER E. 1\S REOl!IR£0 Al.ON!l Tl1( RIM P!:RiMOER '10 1\CHIEVE 5 OHMS OR lESS RESISTANCE WHEN lESTID (REf. 4.5) F. TWO ROLlS lOCi'l"ffi!l llN Oi'POSfll': SiDES AT <ACH TO'I,m LEO OR MONOPOLE. G. ON£ ROO lJ)CATED IIDIE'AW EACH ENO OF TilE W/>Nf. GUIDE 3RIOG<: 00 OA.8U: TAAY, H. ON£ ROO lOCAn:D ADJAC£NT TO TilE STANOOY Gl:N£RATOR. liND IF BEPAAIITED BY MORE 1WIN rtN FEEf, ONE LDCATEU A!l~ TO THE FUEL , __ ONE ROD lOCATEil AT lHE BAS£ OF 'rnE lOWER FOR lHf o\GB, J.S WilER GR!lUNDING AI.!. MO,~OPOU:S SI-IAU. K'<VE TWO GROUND RODS {MINIMUM), IlL\. OTHI:R Tll'IIDIS SHAI.l WIVE TWO G!WUNO RODS P\ACEO 1\T TilE BASE OF <AC!1 TOWER L.£0, FilCH MONOPOLE OR Towrn LEG SH>J.l. BE SOOOE!l TO TilE S'tSTI'.'M '1M TWO ~2 IIA.'<E TINNED SOLJD OONOtiCTORS. C0.0 WElDS Sl-'Alt BONO 1\lE COND\JC!OOS TO ONLY STRUCTURAL BASE PLATES DR WGS OR EARS 1\S MAY !rE PROVIDED , NO CAO \\'Ull CONNECTIONS SW1..L BE MM>E TO THE VERTlt:Al WAllS Ol' -mE SIRUCNRE. J.e ANTENNA lliWUNDINll: tACH .wrt:NW.. COAXIAL CA91.E SHAI.llYPICII!.LY BE G~!lUNOEO Ai THREE POl~ USING A ~ CA!IL£ ~IT FROM T>lf: !.W<UFACTURER Of' TH£ ANTENNA CASU:, 1\ ni'!CAL INSTAUAl10N SIW.I. BE 1\S FOU.OWS: A. WE RRST GROUND CONNEOnONS SHAlL OCCUR AS CLOSE TO 'THE MOBiL£ 1\!fTEN!IAS 1\S POSSI3L£. BElOW ll1E FIRST CONNECTOR. T~IS OROUm> SWILL TEIWIW..tE DIRECT TO TOWER STEEL AT THE ARST POI!iT TilE CCAX CA9LE Bt!lU>!S 10 RUN VERiiCi\L DOWN TilE TOWER ON A T,ll, GROUII!l TO TilE AG!I AT TilE ANTENNA I.!OUI!Ta B. lHE SfCONO ~OUND Sl\111.1. BE WJlE AT TilE BEGINNING OF THE BEllO OF" lH~ CO>.XI'IL CA9lE ~ IT TURNS 0\lf AWAY FROM Til£ TOWER TOWA/IOS ltlE SIS. TfiiS GROUND SHI\l.!. BE KRM\NATED AT -rnE AGB. THE AGB SfW.L HIWE A DOWN L.£40 Ol' #2 AWG BARf. Tltl!lfD SQUO COPPER WIRE, AND SHAll TERMINATE AT -mE TOWER CROU~IO RIND ON A GROUtln roo. C. mE 1\liRD GROUND SHALL BE ON THE I.'GII AT TI-lE BTS, IN AU CASES, T~E GROUND Kml WILl. BE ATIAGHEO TO THE COJ31.E ON TilE sn:wGHT RUNS (NOT WID11N THE BENDS) ANO II€ ~THER PROOfED PER TfiE !MNUfiiCTURERS SPECI!'lCATIONS. 3.7 PERIMETERS I'I':NCE A. CORNER AN!l Et<O POSTS. IlL\. FENCE CORNER "NO END POSlS (MIN!!AUM Or TWO) SIWl. HAVE ONE f2 SOUO TINNED COPPER TlNN!ll CMUND WIRE CONNEcn:O TO A 5/6 x 10 SOLID COPPEll ClAD GIWUND ROil NEXT TO ltlE POST • lHESE POSTS SHAU. BE CONNEC!ID lO lHE GROUNIJ RING WlTH A f2 SO!.IO llNNID COPPER GROUND WIRE AN!l INTERJ.!ED!ATE GRO!IN!l ROllS IF Til~ OISfANCE f'ROM WE POST TO lliE GROUND RING EXCil:DS 10 fW'. IN NO CASE SHAU. /W( POR!ION OF WE SMIE fENCE REM/liN DISCONNEC!Ef) FROM 'rnE GRCUND RiNG. B. GATE PQSTS GAlE I>OST$ SWU BE GROUNDtD TO tACH OlHER WITH A BUPJEtl c.<liLE TO ENSURE THE EI!IIRE fBlt:E HilS ELECTRICAL CONTINUITY. CONNECTIONS Sfi.lll. EIE CAD WElDED TO 1\lE POm \\TTI-I f2 AWG BOllE SOIJD l1NNED COPPER WIRE. C. GA"Its CArtS SIW.l BE BONDED TO CATE WITl! A JACKETED 1/0 AWG STRI\NO!ll I~SUt.All:O CABlL THt: CONNECTlON SHAU. St CAD WELDID TO TilE GATE PllST AND MECIWIICAi. TO -mE GATE FR!IME. 0. ALL DOWN I.EAOS TO EARTH WfU. BE ENCASED IN J/ 4 INCH NC NON-MElM.llC 1\NO SEAl.E!l 'II£1H SIUCONE. THE GEN!WITOR flJEl TANK SHAll. B~ CONN~TED IN AT t£AS1 ONE PLAC£ TO THE Wo!N EIO'ER!OR GROUND RING. CAD Wt:l.DED CONNECTIONS S~iAU. BE t.WlE IIEI'NEEN THE NfARE:ST EIIT£RIOR GROUtlD RiNG GROUND ROO ANO ONE SUPPORT 1.00 OF TilE RIEL TA.~K USING 12 lo.WG !JARE SOUD llNNE!l OOPI>ER WJR£, J.S EJ:lUIP"'ENT ROOM GRQllNiliNG Till: I.IASl'm GROUND !JAR (m>B} S~ I>S lHE C0ll£CTION POINT FOR THE BTS I>S WElL 1\S AI.!. INTERloR NON-ELEI:!RICAL GROUNDtD MEfAt- W.Tt!IIAI.S; HVAC GRill.S, OOOR !'RAMES/0001$, TU.C0 BOARD, UNISWutS, Cl\lli.E iAAYR AUIRM JUNC110N EIOX. EfC .. SHALl. BE GROUNDED Wlll1 fS loJIIG STIW<DED (GREEN) GROUND WIRES WlTH INDMDUAI. RUNS flACK TO THE 1.1GB. (THE CA9LE TJVW, OOOR/ff!AidE AND UNISTRlJT W.Y B~ JUMPERED TOGETHI:R liND HAVE A slWllE GMUND WIRE CONNECTlON TO THE MGB. THE SIEE:l SKIDS OF lllE SHELID! SIW.L BE GROUNDED OIRWitY TO mE OROUNtl fm«; IN lWO PlACES (OPPOSITE CtJRfiERS) li'ITH CNJ WUl!EO CONNWfiO~ 3.10 WAll PENOR/IT!ON st.EEVES IlL\. WilL\. PENEfAA'llONS FOR GROUND CONDUCTORS SHAll K'.VE ~ I'YC CONDUIT SU::E\IE THAT IS AT A '15 OEGI1£E ANGI.E ANil WEll-mER SEN.rn Wffi1 SIUCON<:. 3.11 A/C COMMERC~ POWfR GROONDING CONNI:CTlONS AT 'rnE ON-S!TE RISER POLE LOCATION OR UNOERGROUNO SER'VICE EIITAA'ICE tOCAllON, THE A/C SER\11C!' SI-W1. BE MEC!WilCAU.Y BONDED TO WE A}C SERVICE tNTAANc~ GROU#D liS Si>EC!fl!ll !1Y '!HE NATlOIW. EI.EClRIC CODE, 1\RllCLE 250, ANO/OR APPROI>Rli.TE LOCAL COOS. A SEPARI\TE CROIJUO ROD SHAlL BE PRO\fiD£0 AT WIS POINT, ANtl SIWl. 8£ CONNECTED TO TKE EX11J110R GROUNDING RING.. A sa>AAAtE A/C SiJMC£ GROUND AND NMRAL SIW.t TtiEN at Rrnm:tl TO ANO CONNE:CTE!l TO THE MJ.IN DISCONNECT I~SIDE TliE BUIUliNG. J.t2 GENEAATOR REC!'Pl'ACLE llROlifiDIN~: TI!t llf:NffiATOR RECEPTACLE (AP!'l..-"WN PlUG) SIW.I. BE G!\OUNOto THROUGH iHE El..ECTRICAL S'fSTEid. NO G!!OUNO ROO OR DOWN I£A!.l IS REQUIRED AT 1\liS lOCATION. J.B CllAX BRIDGE/ CABLE lRAY GROUNOit.'G , BOND THE COAX BRIDGE OR CABlE lRAY Til THE AGB WITH GRUN h. STfW'IDED GROtiND 'lllf!E. TllESE CON~ECTIONs; SHALL BE OOUBCE LUG BOlTED / .SCREWED MECHANICAl. CONNECTlON$ Wlrn STAR LGa WASHF.RS ANO ND-OX GRVS£, :H4 CMJ VltlJ) ANO MECIW41CAL OONDINil ' 00 \\'UDS (EXOlHrnMIG wtlllS) SHiiL1. SONO Al.l UNDERGROUfiD AND DAMP I.OCIITlON CONNECTIONS, SHEI.TE!l: S~ID GROUNDS, TO\\'ER OR MONOPOL.£ GROIIN!l, FENC1NC CORNE!! 1\110 GillE POSTS, mmiWI GROUND l!AAS, (ACB) AND lllE MAS1ER CR!lUND BAR (MOB). MEOH.I.N!CAt CQNNEC110Ns SHAll Br 1W'IOALLY \!SID 1D BONO IlL\. INTERIOR EQUIPMrNT, COW. CABlE BRIDGES AND COAXW.. CABLE CROUN!I KITS, All UJG 1YI'E MECIW<1CN.. CONNECTDI!S TO 1\lE MGB 00 AGB SHALL at lWO HOLE '!YPE CONNECTED WITH STAINLESS 5rtEL !lOllS AND NVIS WITH STI>IN!.ESS 5rtEL lOCK WASHf.RS AND NO-OX ON Ell'H!J! SIDE OF THE BUSS !\AR. 3.1S ~rr CROUNOS (CiltMiCIIl GROUND RODS) Xlf GROUND ROW SHAl1. NOT BE I~STAI.LEO ON CROUNO RINO INSTAUAllONS WfiH NORM.Al-SOIL. CHEMICI\l GROI!NO RODS Stw.L BE INSTAI.I..EI) ONLY FOR SPECIAl. OESI{Itl APPUCAllllNS THAT REQUIRE SiNGLE POINT GROUNOING OtiE TO SPECIFIC SITE CON!llTlot<S. 3.15 ~IT GRO\JNOS {CHEMICAL GROUND RODS) Xlf GROUND RODS SfW.L NOT BE INSTI>ti.ID ON GROUNO RING INSfAI-IAllllNS WlTH NORW\L SOli.. Cf!EMfCAI. GROUNO ROllS SH>J.L BE INSfAI.I..EI) ONLY FUR SI'ECIAL DESIGN AP!'UCA'll!lNS lHI\T REQUIF!>: SING!£ POIIH GROUNOIN~ CtiE TO SPECIFIC SITE CONDITIONS. 3.16 TENANT IMPRffiiEMENT SITE GROUNDIN::: FOR ROOF lOP AmENtiA INSTJ\UAllONS A!l!lll'lONAt Atf!ENAA GROUND BARS MAY HAVE TO BE fNSTAU.EO AT E'.CH #l!ENNA MOUNT lOCATlON. AU 1\NTENNII MOUNTS SHI\U. !lE GROI!NOID 'II!TH A j2 /<lNG CDNOUC!OR CONNECTID TO THE NfJ\RfST BUil.OINC sn:E:L OR lHE A~B INSTALLED AT THE MOUNT. AI.!. BUSS llARS, BOTH ldGB AN!! AG!I(o), SW.U. !rE INOEP£NDENTI.Y TIEtl TO Tilt NEAAEST BUILDlNG STE~l OR COLD WATER PIPE. NO GROUND WIRE IS TO CONNECT TilE BUSS BARS TOG!m!ER, A!lll(>) W.Y BE HOME RUN BACK 10 THE ~GB WHE!<E ND I!U1UliNG STEa IS 1\VNlA!ll£. 3.\7 Ul.l!lS OF BEllO Rt;!)jUS If J5: IMPORTANT THAT THE GROU~DING CONDL!CTOR CON!IECTINC "THE INSIDE "-'W Ol!TSIOE CROLINO SYSIE!IIS B~ P$ ST!WGfff i'S FOSSIBi.£. WJtH NO TURN OR BENO SHORTER r.-»111 ONE rDDT AAIIIUS WITH A THREE fOOT RACIUS PREfERRED. NO Rl~HT ANQL£ OR S~.AAP BEN!IS SHALL BE AllOWED. 3.18 OONDiNG !'REI'IIRATIDN ll< RNISH AU. SURFACE REQV!Nt PREPAAATION PRKlR 'ro BONOI»tl OF lHE OTHER OA!J 'liD» OR MECIW<ICI\L FASTENERS. GALVAN!ZEO SUR<ACES SlW.L BE GROU~IO OR SAllOW TO ThE POINT Of EXPOS1NG TilE SlEEt SURFN:£ BtLOW, PRl!lR TO OONOiNC TilE GROUND CONDUCTOR. FOR OTHER SIJ!IfACB> INCLUOI~G COPPER BliSS BARS All PNh'T, RUST, TARNISH, AAD CREASE SfW.L 8£ Jla.IOIIEO PRIOR 'ro 90NOING TI!E GROtiNO CONOuc:'roR. CliO WELD TY!'E OONDS (EXCM IIUSS BARS) SW.U. BE FINISHED WfiH TilE AI'PUCATION Of COLD GALV~IZIITION AriD WflEN N'PUCII!Il£, RNISH PNNTEO WITH AN N'PROPAIATE COLOR AS REOUIRW. Mf:Ci-WliCAL TY!'E OONDS ON BUSS BARS S!1ALL BE RNISHEO WITH THE AI'PUCAllON OF WLD OAI.J/ANilAT!ON AND OR THE AI'PRoPIW>.lE PNNT TO MA.TCH AS RECUIREQ TilE OIITSIDE GF!OUNO RiNG SHIILL BE TESTED AFTER INSTA!lJffiONS B\IT PRIOR TO BACK FIW~lG THE GROUND ~IN~ TRENCH. lliE GROUNO FIELD REStSTANC~ SIWJ. MEASURE 5 Olil.IS OR LESS TO GROUND. AN'f DifT!CIJI.Tr IN ACH1EYING TillS I..EVEL CF RES•SfANCE MUSf BE IIROUGiif TO THE A:m:NIION OF TH£ PROdECT MANA.GER. ltlE RESISTANCE ro GROUNO SKM.t BE l.!EASUREO !JSINt: 1\lE FAU.. or WE POTENTW. MEI'Hotl. l.stlNG SHAlt BE PERFORMED !!¥ AN INDEPENDENT 1ESTING IAI!OAATORY Fli!lM WHICH A WRrrrEN R£PORT SH.OU. BE PRODUCED FOR RE\'1<-W !lY THE PROJECT w.n.I.GER ~.2D Sl'ECW.. CONDITIONS: WHI:N SOl~ CONOII!IlNS EXIST (!,£., NON-COMPA'llBl..E ROCK, GRIIVEL. SHIU..£, OC.} THAT P~E'IENTS TH£ INSTAUA110N OF !HE STA!IDAAO GFWUNOiM S'I'StEM AND PROCED!IR!:S, THEN TilE FOU.OWIN~ Pil£CEOURES SHAlL at iMPlEMENT<J.l: J.20.1 EXlElltiAl. GROUND RING 3.20.2 GI<OIJ!ID ROllS (REP!ACEMEm) WHEN GROUND RODS CANNOT liE DRNEN INTO -mE SD;L I'EirnCAU.Y TO A OEF'TH OESCR!BID IN I>ARAGIW'H 4.11l.l, ANO REIWN IN 95% COMPAllBLE SOIL. Wrn THE fOUOWIN~ METHODS OF SUBSTmmoN MI\Y B£ USED. TH£SE AAF. SUGGESTED MEIHODS ONLY, MO EACH CI>S!; SHOULD BE RE\IIE\\Ul !lY ThE PRQ.JECT MANACER. THE PURPOSE IS TO ACHIEVE WE !.OW!ST IMPEDANCE TO GROUND, IN mY CAS£. EOUAI. TO OR l£SS TllAN 5 Of!MS. J.10.2. 1 ROCK WlTH SOME OR NO SDit COVER FOR SJTES WHICH HIIVE SOli. COtlDmONS Wff!CH COilSIST OF SOLID llR SEMI SOIJO ROCK aaow ..SOUl THREE I'm or COI.!PAlll!LE SOIL, A CO!IlB!MA.llON or Mtll!O!lS !JAY BE USED< A. A COMBINAllllN OF SHilRl QROUNO R0PS W.Y B£ US£() \'mlf J' SQVARE 1/4 COPPER PlATtS. A MINIMUM OF 1'1/0 PlATI;S stlO\ILD EE liSEll A.'<O SHOULD RE:l'U.CE GROUNO ROOS ON A EQUWAL!N(:'I' Of TWO GROUND ROO LENCITHS PER COI'PER PLATE. TilE COPPER PlATE SKOUUl II! PlACE!) lN A I.<INII,IUI.t 3" BENTONm: MSE #10 CD\.'tRED WlTH ~· OF BEt<TONm:; flU. PR10R TO BACimU.. l!. AN A!IT1VE lYPE CHD.IICAL ROO SYSTEM MA.Y BE USED '!HIS IS AN ENlliNEERING JUOOEM£Nl AND S!-lOLFtO !rE IJSEU ONLY WHERE NECESSIIfl'(, DUE TO EXPENSE. !N ALL CASES, THE STANDARD PRAC!ICES 0\ITUNED IN THIS OOCIIMINI SfiOIJID BE FOU.DWm TO THE ElmNT THI\T IS APPUCA'li.E AND SHOUU) BE MOO!AED AS TO THE QUMm!Y llf GROUND RODS AIID CONDU<:IQR SIZE ONLY ~ RECOMME~Iltll BY Til£ I.!ANUFACTIJRER Of TilE GROUND ROO SYSJal. c. A SYSTEM vnuz•NG COREll SHI>FlE, STANDA.qo GROUND RODS ON A lYP!CAL !AYOIJT, WlTH A BENTO~ITE (CLo\Y) llACl<FILL IN THJS C'ISE FilCH GRm!NO ROO SHOlllD Bt TESTID ltlDMDElALLY, 1\NO E"ACH ROD SHOUlD HAVE AN0 ACCESS BOX PLACE!) toR FUTURE lESTING. :3.21 Hi!lK RISE BlJJ!DlNG: A. HIGH RISF.: llUU.DINGS ~RESEm A tJNI!lU£ PROB!D.! IN GROUNDING. A FACILITY INVSTIGA'llON SKOIJI.tl BE I.IAilE: INT!l THE SffiliCfURE Or THE BUILDiNG 1\NO 1\S TO TilE POSSIBLE PRESEN(;E Of AN EXISTING ummmiG PRO£CTION SYSTEM. IF ONE IS IN P!ACE AND APPEARS AOEilUATE iN DESIGN. If WILL BE NECESSI\IIY TO CONNECT mE .>iff<NNII SYSTEM TO TH~ EXISTING~. S. STRUCTURAL STEl. Bliii.Dli<GS: IF THE eLIILD!NO IS EI\JILT Of SlliUCTtlRAL STEEL. lT W.Y !rE POSSI\li.E TO OOOUND TilE ANTENNAS TO lt!E SULOING Sf!E. lT IS PREFEI'WII.E TO CROUNO 1HE ANlUINAS A.'<D THE SiTE TO A OlRECr EAA'!H CONNEDTlON Iff USE OF SI'PAAA.t£ Dll'IIN !.OOS 01' CONS!OCRIISL£ SIZE. (200 MCM OR lAAGER) COMING FROM GROUND BUSS <WIS TO COI.J.£Cf THE GROUNIJ INPUT, AND R~N 00\'IN A V'<.fiTlCAI. SIWT OR STAIRWElL TO A I'AnmN OF NO LESS iiWl fOOR GROUND R!lDS. WHE!\E PHACTlCAL. TilE BUn.DING STEEL SHOUI.D !rE BON!JtD lO TilE ORO\mO RIN~ WITH A $EPAAA1'E LEAD TO THE GROUND ROO F18..0. C. STRUCTURAL CONCRUI: SUIUllNG$ ME M!l~E OlmCULT TO GROUN() PROPER!.\', THE ANTENNAS SH0\11.0 $E GROU}HliD 1D A SEPEAATE BUSS PO! AND DOWN lDJ> \I'!Jrnt THE C{)AI(W. OA9l£S ENTER 1\lE Bl!ILDINO- n!E DOWN lEAD SHOUlD BE RUN IN A Sll.!llAA F.OSiliON i'S m lHE STRUCTURAl-STEEL EQUiP!.!tNT R!lOM. THE DOWN LEADS SHOtJlD 6E PROTECTEO IN COIIP\JIT AAD SH!l\JI.D !IE ~NSTAU£0 .OS fAA A"AAT .OS IN PAACfiC'.L fROM EACH OTHER THE StJ>AAAlE DOWN t£0.05 SHOUlD Nc<T CONTACT EACH OlH!J! UNlll CONNEC'llON WITH FlRST GROUND ROO. Sprint 3~ INVERNESS ORIVE SOtrTH ENGI.EWOOO, COWRI\00 eo112 CA1TLE CREEl< DN72XC036 DENNIS GREVEL, P.E. : 231 1 Wf!s' PRENTIG~ Pl.ACE LITrl.£rON, COl-ORADO SO I 27 PHCN~: :'!03.933.70116 FAJ<C 303.932.0582 GROUNDING SPECIFICATIONS El • 1 2 NOTUSED \ \ \ \ \ \ ' ' \ \ \ ~ LOT 63 \ \ \ \ ELECTRICAL S!TE PLAN r----NE.W SPRINT/NEXTEL 50'H MONOPINE /~-·--(E} UNDERGROUND CABLE / (E} GAS UNE ------Ntw '-lffiR & DISCONNECT & PANEL 'LA' RE: S/E4.1 ---NEW SPRINT/NEXTEL EQUIPMENf WITHIN fENCE'D AREA ( -----------(E) BURIED FIBER OPTIC UNE / / I \ \ \ ---(E) UNDERGROUND POWER UNE NOTt: COtm!ACTOR TO VERIFY UTIUTY LOCATIONS PRIOR TO CONSffiUCTION. r--(E) f'ENCE ,r-----NEW 12' GRAVEl DRIVE IN 20'W / NON-EXCLUSIVE ACCESS & UTIIJTY ROVTE RE: C1.0 ~---(E) UNDERGROUND GAS UNE NEW UMYERGIWUNO ELEC & Tt:LCO RE: 6/M.O (E) 50 KVA PAD MOUNTED TRANSfORMER IJ0-64 ---(E) 6'H C£0AR FENCE SCALE: 30' 16' 1"~J " NORTH " ~· Sprinf 333 INVERNalS DfUVE SOUTH ENGLEWOOD, COI.ORA.DO 80112 CATILE CREEK DN72XC036 735CR 109 GL-ENWOOD SPRINGS, COLORADO DENNIS GREVEL. P.E. 123! I WESrPREN11C~ PLACE LmwrroN, COLORADO 90 I 27 PHoNE: 303.933.7046 FAX: 30$.93:2.0~82 ELECTRICAL SITE PLAN E2.0 (E} 50kVA 120/NOV, 10, TRANSFORMER (F'Atl MT} 200A/2P OISCONNECT----1 SWITCH W/ 200A FUSES, lABEL "SERVICE O!SCONNECT" 64 COPPER TO GROUND ROD ·-·~ lso = 14,800A ~------3 f/3/0, 2"C OR RING, BOND TO NEUTRIIL "'jc <f-------3 {}3/0, 1 f4G, 2"C (3# 3/0 1#4~-,--------, GND},2" C 10' MAX. \ 200A, 10, 3W, w/GND........l. APPLETON PLUG, TO SE RI"Pl.AC£0 WITH FUTURE CE:t<ERATOR @REMOVE GROUND SONOING JUMPER / ) 200A ----PANEL "!A" {lh'TEGRATED LOAD CENTER) PROVIDED BY NEXTEL. TO INCWOE THE FOUOWING: !sc ~ 2,S46A A. 2GOA/2P "WALKING BEAM" INTERLOCKED MA!N CIRCUIT BREAKERS. 0 B. LOAD CENTER' 40 POLE 120/240V IP.I 3W C. TVSS .---~ 12~16~4 PUl.l.!lOX W/ SCR£H COVER (NOTE #3) SHORT C1RCUIT CALCULATIONS => 2 X 350FT X 14,800A = 4.2 10,400 X 240V M _1_ "'.19 1 +4.2 lsC =.19x14,800A =2,846AIC NOTES: 1. COORDINATE WITt! LOCAL vnUTY CO. TO DETERMINE REQUffiEMEf'll"S FOR CONNECnONS TO TRANSFO!lMER. 2. VERirY AI.L UNDERGROUND POWER, SPRINKLER UNES, ETC., BEFORt TRENCHING. COMPACT SOlL TO 95 % TO PROCTOR OENSrTY AND REPAIR GROUND TO ORIGINAL CONOffiONS. 3. PROViDE 200A/ 2PSN LUG BOX ADJACENT TO PANEL "!.A" AND UNED UP Wffil DISC. SW. FOR FlJTURE INSTAl.LA110N OF AliTO TRANSFER Sl'r1TCH. 4 ONE-LINE DIAGRAM SCAI.E' N.T.$. 2 N.QlE.S;, 1. ON 3 PHASE SYSTEMS, TH£ AC POWER FAILURE DEVICE UTlUZED IS AN UNDER VOLTAGE/PI-IIISE stQUEI'lCE RElAY. TI-lE STATUS liGHT ON THIS 1YPE Of VOLTAG£ RElAY WILL SHOW FAILURE (REO) WHERE SYSTEM VOLTAGE IS EITH£ROVT OF TOLERANCE TO THE "'DROP our SET POINT, ORTHE liNE VOlTAGE IS PROPER BUT INCOMING SERVICE'S PHASE ROTATION IS "COUNTER CLOCKWISE" INSTEAD Of "ClOCKWISE". 2. WG PAD IDENllF1CATION JN THE STANDBY GENERATOR CONNECTION BOX SHALL MATCH COLOR CODlNG AND PHASE ROTATION OF INCOMING ELECTRICAL SERVICE AND SHAI.L BE CLEARLY MA!~KED. PHASE ROTATION fROM Gt:NERATOR CONNECTION BOX SHALl.. BE CONfJRMEO SACK TO MAIN DISCONNECT AND GENERATOR OJSCONNECT BRE'AKERS WITHIN THE MAIN ElECTRICAL OISTRIBUTION PANEL. PHASE ROTATION SHAU AlSO BE SfATEO ON INTERIOR Of" GENERATOR CONNECTION !lOX AT EACH SITE. ELECTRICAL COLOR CODING PROGRAM SCI\I.E: ~u.s. lA ,., _1_ PHASE, _3_ WIRES. SN. ~AMP BUS, 200 .!. (MINIMUM), NEMA 1 NCLOSURE. SURFACE AMP MAIN,~ MOUNTED NOTE: SHELTER IS PREFABRICATED SO IS PRE-WIRED. PHASE A = €80 VOL TAMPS PHASE 6 ~ IKIO VOL TAMPS PANEL LOAD CALCULATIONS LIGHTING :mo VOLTAMPS X 1.25 ~ "' VOL TAMPS RECEPTAClES "" VOL TAMPS X 1.00 ~ "" VOL TAMPS RECTlf!ERS 1000 VOL TAMPS X 1.00 = 1000 VOL TAMPS MISC. LOADS " VOL TAMPS X 1.25 ~ " VOL TAMPS 1555 TGTALDEMANOVA 55 TOTAL DEMAND AMPS 1201240V 10 3 PANEL SCHEDULE 'LA' NOT USED 333 INVERNESS DRIVE SOUrn ENGLEWOOD. COLORADO 80112 CATTLE CREEK DN72XC036 735CR 109 GLENWOOD SPRINGS, CSAi DENNIS GREVEL, P.E. I 2.3 I I WliST PFI~NTiCE PLAc~ l.rl'H£TON, COLORADO SOl Z? PHONE: 303.933.7048 FAX. 303.932.0582 PANELSCHED. /ONE·LINE 1·PHASE OP'TICJNl>i I E3.0 FW!.!J! E1 f!OBiZQtlW CONIJllilTllRS PAIW.l.El 'li!ROUt:l! OOiiNU:HON OF f!Of<EZOIIT.<L nAJILE5 -T'fi'E PT fl£lD fA!lRICA$ GREEN SI>WIDEO l~lAm> lYPE 2-Y~-2 HDR!ZQ!ijAI SPIJCE SI'!!CE 0!' HORIWI<W. ~~ ~~ TO 1'\J\T STEEl-SLIRI'/\CE OR HO!liZONflot PIP( -T'!'P£ llS ll!I!Q\IIDJ CJ.Bt..r: TQ GRQUNP ROp niRO~H CAIIU TO mP 0!' GRO\JI!D ROO ~m TWO HOLE -lDNG BAARQ u:N\ml 'M'E YA-2 vrrmw mm susrg CIISl.l: OOVIN ~T <16" TO VERllCAL sm:t. SURfACE INCLUD!N\l PIPE -~ (";A!lLE OOWN AT <!<>' TO RANGE 0!" IIERTICAl PIPES ~~ 5 TYPICAL CADWELD 8: COMPRESSION CONNECTION DErAILS 2 NOT USED N.T.S. 4 NOTUSED COPPER GROUND ROD 0 10'-0" MIN. /15'-0" MAX. (TYP) 50'H MONOPINE 1/'l SCUD BTCW UFER GND. FROM RING CAD WELDED TO CONT. fOlJNOATION REBAR (lYP. 2 f>IACES) CD!!. (2) 1/2 AWG lEADS ABOVE GRADE FOR F1J1lJRE CONNECTIONS (TYP) GROUNDING PlAN • • .. @ 5/8" > 10'-0" DRNEN COPPEI< CLAD GROUND ROD 10'-o" MIN 15'-0" MAX. COPPER CONDUCTOR COPPER CONDUCTOR IN CONOIJfT T!NNEO COPPER GROUND BAR PATH AND NUMBER OF CONDUCTORS EXOTHERMIC WELD CONNECTION (CAD WELD) MtCHAN!CAL CONNECTlON (LUG CR!MP OR C ClAMP) INSPECTION WElL 1) ALL DErAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING INSTAUA110N AND CONSTRUCTION MAY VAAY DUE 10 SITE SPECIFIC CONDmONS. 2) All EXT£RIOR GROUND1NG AND TOP OF GROUNDING RODS SHAll. BE SURIEO TO A MINIMUM DEPTH OF 2'-6" B£LDW FlNISH GRADE. (ELECTRIC MEIER GROUND EXCEPTED.) 'l All. GROUNDING CINOUCTORS SHALl. BE e2 SOUD BARE TINNED COPPER. 4 GROUND SYSTEM MUST BE INDEP£NOENTLY ITSTED AND SI-Wl. !-lAVE A RESISTANCE or 5 OHMS OR LESS. SUBMrr AN INDEP~NUENT FAU. or POTENTlAI.. T£Sl1NG REPORT. 5) t>IOT!FY PROJlli MANAGER IF THERE ARE ANY DIITICUI.JI£S INSTALUNG GROUNDING S'I"STEM DUE TO SIT"E SOIL CONDmONS. S} CHt:MICA.L GROUNDS SHALL B~ XIT, CHEM-ROD OR APPROVED EQUAL, WHEN REQUIRED. USE MUST BE AI'F'ROVED m' PROJECT MANAGER· 7) AU. UNOERGilOUNO GROUNDING CONNECTORS ARE TO BE CIIDWElDEO. ABOVE GRADE GROUNDING SHAU BE Em-lER CADWELD OR MEC!WIICAL f>S SffCIFIED ON DRAWINGS. B) ALL GROUNDING INSTAllATION IS TO BE IN ACCORDANCE Wm-1 THE NEXTEL STANDARD SPECifiCATIONS AND SUPPlEMENTS PROVIDED BY 1HE PROJECT MANAGER. B) GROUNDS A'lE TO BE INSTALLED A MINIMUM OF 2'-0" FROM SHELTER OR TOWER. 10) GATE GROUNDING flD( CONNECTOR' RtF. "CAowfLD" OATALOC iNWJ2 FOR GATE/POST FlEX CONNECTOR (EXAMPLE: PART NO. A329f"C'l5-Y-XL FOR J" POST). 11) All EXTERlOR METAL BOXES (INCLUDING GENERATOR PLUG, HVAC, ETC) GROUNDf:l) Wm-t 2-HOlE WG. . 3 GROUNDING LEGEND & NOTES RE; 1/E4.1 f"OR ANTENNA. GROUNDING. GROUND MW D!SH AND MOlJTING FRAME SIMILAR. MASTER GROUND AT TOP FOR CABlE CROUOO AT LEADER TRANSmON &: MASTER = BOTTOM FOR COAX GROUND KIT "=== m<wm (1Yf> OF Z) RE: 4/£4.1 1/2 SOLID STCW GROUND RING, 6" BElOW fROST UNE (TYP) 1'rk:~ ~~~/ f;tt' '-' /!4 AWG SOliD BARE TINNED COPPER CONDUCTOR lO !JOND MmR & DISCONNECT SWrTCH TO SERVICE EN1RANCE GROUND ROD /16 TO GPS MOi.l~lT ,, ,, 0 ,, 333 INVERNESS ORNE SOIJTH ENGLEWOOD, COlOAAIJO 00112 CATTLE CREEK DN72XC036 735CR 109 GLENWOOD SPRINGS, COLORADO ' DENNIS GREVEL. P.E. I 231 I Wffir PRENTIC~ Pi-ACO: l.ITTI..OON. Col-.ORAOO 80 1 27 PHoNE: 303.933.7048 FAX. 303.932.0582 GROUNDING PLAN/ DETAILS E4.0 Si NOT USED NOTES: 1) AU HAROWAAE IS STAINLESS STEa 2) COAT All SURFACES WITH I<OPR-SHEitJ) BtfQRE MA.llNQ. 3) ALL WGS TO & DOUBLE LUGGt:D. 4) BUS BARS: NEWTON 4"~20"~1/4" COPPER, OR EOUAL ~+c;-/ DOUBLE-WGGED Cu LEAV Til ANDREW GROUND KIT g EACH COAX TEST MOBILE ====:::;;~~d~:il~::=:::;--f/6 AWG STRANDED O<" ---------~-INSULATED TO COAX (0 11 • o o ., " ENffiY PORT r .. """ .. L--''iif-::=::=::::,;,_--''-----BOlT TO WALl Wln-1 __... INSULA1ED (2) LEADS TO BURIED--~~ STAND-Off GRo\JNO RING EXII:RIDR CQA)( ENJFY BUS MOUNT ON EJ(J£RIOR WALL Of SHEL"It:R AT CO/IX ENTRY PORT 1. tUet<> oouooouaaa .. 1 'L· __ c•o•::•o•<••;•o•o•o•o•c_ _ _,-.'--- #S AWG STRANDED INSULATED TlNNEO CU LEAD TO TElCO SURGE ARRESTOR JNSULATEo CONNECTOR TO 12 SOUD TINNEll ----------TaCO BOARD Cu LEAD TO GROUND RING Jfi.&Q.Jmlllm.JlBQlllilLW.S: BOLT TO TELCO BOARD r--::-;:::;:,;~d;~;;:;=:;--DOUBlE-WGGI':tJ Cu LE'AI) TO ANDREW I., ugno 000 .,.,0 Ill ~I GROUND KIT 0 j" ooo ooo ou '{ fACH COAX TO BURIED OROUNO -·------~-----11 BOLT TO WALL WITH INSULA TEO STAND-OFF RING TO POLYPHASER ''"' TO CABlE TRAY (2) LEADS TO BURI£0 GROUND RING I· COAX I JOWFR ~ 80LT TO COAX I.AOOER 0 BAS£ OF TOWER II MASTER GROUND BUS 1/6 AWG SlRANDED INSutATED Cu 1.£1\!) RUN ALONG CABlE TRIIY FOR CONNECTION TO AlL 1-NAC. V£:NTS, DOOR FRAMES & ELEC. PANEl ENCLOSURES BOLT TO WAll W/ INSIJLATED STAND-OfT r---;<~------300W FLOODliGHT (BRONZE) :1 MODEL .f0F300 BY RAB OR SIM. UGHmNG 1-800-722-1000 'fto 3 HOLE OUTLf:f BOX BY REO I?\, ----------~~pf~~~t1':.p~{~ GFCI l=::::i~ _____ r_------_.----CONDUIT SJiW> (TYP) ~ """--FIXTURE SHALL BE MOUNTED & ORIENTED 50 01RECT GlARE FROM THE UGHT SOURCE WilL NOT BE VISISI.E OFF SITE. 1 HR TJM£0 SWITCH IN ~ ___.-___-WEATHERPROOF EU:ClRICAL BOX ------------ .---· ---PIPE -~- ~~---1/2"~ tw TO PANEl 'IX NOTES: I. All 1-WlOWARE (INCLUDING NIJTS, BOLTS AND LOCK WASHERS) SHALL BE STAINLESS STEEL CONNECTIONS SHALL B£ MADE IN THE FOUOWING SE:CIJtNCE: BOLT, LOCK WASf!ER, BUSS BAR. LUG AND LOCK WASHER. 2. CONNECTIONS TO STEEL SWILl HAVE A THOMAS & BETTS ID'IW DRAGON TOOTH TRANSmON WASHER BEIWEEN THE LOCK WASKER AND THE LIJG. CONNECTIONS SHALL BE MADE IN lHE fOlLOWING SEQUENCE: BOLT. LOCK WASf!ER, STUL DRAGON TOOTH WASHER, LUG AND LOCK WASHER. 3. KOPR-SHIEtll, ANTIOX, NO-OX. OR EQUIVALENT SHALL BE APPLIED WHERE ALL DISSIMilAR Mf:fAlS CONNECT. BURNDY GROUND LUG,------~ GROUNDING\ CONDUCTOR \ SEE WO SCHEDULE fOR SPECIF!CA110NS S/S NUT------\ oto ---n 1 JJI.n~\p~t---'--, LOCK WASHER-----=== KOPR-SHI~"§"~;:;;s~5~~~~~;fb==";;::bJ ____ j :::~ .. ~ S/S BOLT {1 OR 2) LUG SCHEDUL£ WIRE SIZE BURNDY tUG BOLT SIZE es AWe YA6C-2TC38 "J/6" -16 NC S 3 BOLT e2 AWG SOLID YA3C-2TC38 "J/6" 16 NC S 3 BOLT /!2 AWG STRANDED YA2C-2TC38 3/8" -16 NC S 3 BOLT .f2/0 AWG YA26 2TC38 3/8" 16 NC S 3 BOLT e4/0 AWG YA28-2N 1/2" -16 NC S ~ BOLT ~'~'-""" wo f W/LONG BARREL FOR J!!6 STRANDED V BARE WIRE TO ElE NO-OXED , AT BOTH ENDS :-----HEAT SHRINK v/!6 STRANDED ~~~4~~~S~E~R~V~IC~E~L~IG~HT~D~ET~A~IL====================t~31~jG~R~O~U~N~D~I~N~G~L~U~G~TO~B~U~S~B~A~R~~~;;~~~;========~~-t ~ 30" DEEP INSPECTION Will. HARGER CAT. J!!360P-42 OR APPROVE:O EQUAl. it> Atm:NWS .---:;;:" NOTt: ~ fT \J DO NOT INSTALl CAB!.£ ~ 'f GROUND !<IT AT A BEND. , / M..WAYS DIRECT GROUND l/2"~ JUMPER (rn>) ~ WIRE DOWN TO GROUND (1 5/B" ONLY) , BAR/GROUND RING CONNECTOR WEATHER___./ IL .1·1 J. tk---STANDARD GROUND f'ROOnNG KIT (TY?) l . KIT {1YPICAl.) COAX CABLE {TYP) L ______ /!6 AWG 12" UPPER "-NTENNA ----......, , GROUND BAR (AGB} l v w I I LOCATED NEAR ANTENNAS \ ~~--·---(1) f/2 AWG SCUD GREEN ~ ISCW GROUND WIRE, C-TAP -~~--',---, TO LOWER GROUND I.FAllC 12" LOWER AGB C TOWER ~ _ Ol BASE Of TOWER SASE -BOLTED DIRECTLY l l I l TO TOWER y ;--i #2 AWG SCUD 8~ GROUND WiRE TO TOWER GROUND RING {12 1':1/G "'" GROUNDING TEST LOOP 5/8"¢><8'-o• COPPER ClAD GROUND ROD, """"'-" CONNECTillNS TYP£ GT, NC I lWELL/ !:'4" !>RAVEL !0 GROUND ROO FOR GROUND 1" ABOVE (TYP EA. SIDE) ------------·-1· WIDE SLOT FOR \ . ····---··-~~~~ _ i>III~E, EXTEND \_ /!2 AWU '>\JLllJ 1" ABOVE GROUND RING ~~iJN::fE (BURIED GROUND RING) 8' MIN. SEPARoi.TlON, 15' MAX. SEPARATION DETAIL ~ ·--·-2" IMC CONDUIT •oER ~ c ' " 333 li'I\IERNESS DRIVE SOUT!1 ENGI..EWOOO, CO!..OR!IJJO 80112 ' ' CATILE CREEK DN72XC036 735CR109 GLENWOOOSPRINGS, c~~~~o C~SAi ' . ~ 32097 DENNIS GREVEL, P.E. ! 23 1 1 WF..<;r PRENTICE PLACF. UITUITON, COI.Oit'IOO SO 1 27 PHoNE: 303.933.7048 FAX 303.9:32.0582 GROUNDING DETAILS E4.1