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HomeMy WebLinkAbout1926 SWALLOW LN; CS; CB140272; PermitCity of Carlsbad 1,635 Faraday Av Carlsbad, CA 92008 08-14-2014 Commercial/Industrial Permit Permit No: CB140272 Building Inspection Request Line (760) 602-2725 Job Address: 1926 SWALLOW LN CBADSt: CS Permit Type: TI Sub Type: INDUST Status: ISSUED Parcel No: 2150521301 Lot #: 0 Applied: 02/03/2014 Valuation: $95,000.00 Construction Type: NEW Entered By: LSM Occupancy Group: Reference # Plan Approved: 08/14/2014 Issued: 08/14/2014 Inspect Area Plan Check #: Project Title: SPRINT- NEW WIRELESS FACILITY WITH GROUND MOUNTED EQUIPMENT INSIDE NEW CMU WALLED ENCLOSURE AND ANTENNAS INSTALLED ON EXISITN SDG&E STEEP POLE Applicant: TIM HENION 1264 BASSWOOD AV CARLSBAD CA 92008 503-519-8591 Owner: WEST BLUFF CONDOS Building Permit $671.12 Meter Size AddI Building Permit Fee $0.00 Add'l Red. Water Con. Fee $0.00 Plan Check $469.78 Meter Fee $0.00 AddI Building Permit Fee $0.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $19.95 PFF (3105540) . $0.00• Park Fee . $0.00 PFF (4305540) $0.00 LFM Fee $0.00 License Tax (3104193) $0.00 Bridge Fee $0.00 License Tax (4304193) $0.00 BTD #2 Fee . $0.00 Traffic Impact Fee (3105541) $0.00 BTD #3 Fee $0.00 Traffic Impact Fee (4305541) $0.00 Renewal Fee. $0.00 PLUMBING TOTAL $0.00 Add'I Renewal Fee $0.00 ELECTRICAL TOTAL $233.00 Other Building Fee $5.55 MECHANICAL TOTAL $0.00 Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00 Meter Size . . Sewer Fee $0.00 AddI Pot. Water con. Fee $0.00 Redev Parking Fee $0.00 Red. Water Con. Fee . $0.00 Additional Fees . $0.00 Green Bldg Stands (5B1473) Fee $1.00 HMP Fee ?? Fire Expedidted Plan Review $392.50 Green Bldg Standards Plan Chk ?? TOTAL PERMIT FEES $1,792.90 Total Fees: $1,792.90 TotJ Payments To Date: $1,792.90 Balance Due: $0.00 041 Inspector: es-- Clearance: NOTICE: Pleasetake 00TIOfthat approval of your project includes the imi5osition"f fees, dedications, reservations, or other exactions hereafter collectively referred to as fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your fight to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any City of Carlsbad 1635 FaradayAv Carlsbad, CA 92008 Storm Water Pollution Prevention Plan (SWPPP) Permit 08-14-2014 Permit No:SW 140044 Job Address: 1926 SWALLOW LN CBAD St: CS Permit Type: SWPPP Status: ISSUED Parcel No: 2150521301 Lot #: 0 Applied: 02/03/2014 Reference #: Entered By: LSM CB#: CB140272 Issued: 08/14/2014 Inspect Area: Project Title: SPRINT= NEW WIRELESS FACILITY Tier: 1 WITH GROUND MNT EQUIPMENT INSIDE NEW CMU WALLED Priority: L Applicant: Owner: TIM HENION. . WEST BLUFF CONDOS 1264 BASSWOOD AV CARSLBAD CA 92008 503-519-8591 . Emergency. Contact: TIM HENION 503-519-8591 SWPPP Plan Check . $48.00 SWPPP Inspections . $57.00 Additional Fees $0.00 TOTAL PERMIT FEES $105.00 Total Fees: $105.00 Total Payments To Date: $105.00 Balance Due: $000 DATE —CLEARANCE Building Permit Application Plan Check No 1635 Faraday Ave.. Carlsbad. CA 92008 Est. Value CITY OF -95,000-00 760-602-2717!2718/2719 - Fax dI .!5. UioUIL '7CARLSBAD 760.602-8558 Www.cartsbadca.gov rDate ////c, / /3 IsY!! 1 Joe fl955$ 1926SwalfowLane SUITUISPSSC./ Wet. i ImOEORMvis I I i 215 - 052 - 13 - 00 t!PNOIWT. (1.0!. miomass waae 1 I SPRINT I .)ESORlPflON OF WORK: Include Square Fer01McradaIas.) New wireless facility with ground mounted equipment inside new CMU walled enclosure and antennas installed on existing SDG&E steep pole EXISTING USE PROPOSED USE IGARAGE (SF) PATIOS(SF) 1OECflS(SF)JFIREPUtcE IARCONDfflONtNG IFIRESPRIMLERS tennis court /power pole I wireless site o o lnsD. xcQ]) YESONODI VFSOWO CONTACT NAME (ffOfffwent Fern Applicant) Tim Henion .WPUCANT NAME Sprint / Tim Henion ADDRESS 1264 BASSWOOD AVE ADDRESS 330 Commerce. Suite 200 CITY STATE ZIP CARLSBAD. CA 92008 CITY Irvine STATE ZIP CA 92602 PHONE PHONE I FAX 503-519-8591 1' 503-519-8591 I EMAIL EMAIL THENIONDEPRATTIINC.COM thenionideprattiinc.com PROPERTY OWNER NAME West Bluff Condo's .EONTRACTOR BUS NAME .ODRES ue2 ADDRESS CITY STATE ZIP CITY STATE ZIP Carlsbad CA 92009 17c) I PHONE 760603 FAX PHONE 7%7 7oô FAX I EMAIL thenion(ädepraftiinc.com EMAIL '1 (O", aRDvoGveRNnc&aaORcsS IstATEic• 3I*ICu. '' CLASS I I CITY ISIS. UC.' I jJc' DCI Pacific. 32 Executive Park ste 1101 -7&7' '1 S, 1z3 (Sec. 7031.5 Business and Professions Code: Any City at County WhICh requires Is permit to COnStruct. alter. ,nIave. demolish repa any structure. prior toter bauanCO. also requires the applIcant for such Permit to file a stIfled statement that he Is lIcensed pursuant to the pqo%IsI0nSof the CenVactors Uceme IjawCha*er 0. commenmg with Section 700001 DivIsIon 3 of me BusIness and Professions Code) or bets exempt thetetrom, and the basis for the alleged eseniption. Any violation of Section 031.5 by any applicant for a permit sub(ects the applicant toe LMI Of nOt flWP than the hundred ilattire 1550011. Wo,5n Compensation Ocdarsllon: Ih'rbyatDm w of pen3lyOIpeayore ofthola?ISwg*chmatons: R(haye and will maintain aceitiflcata of consent to sdNnsixeb wortow Compensation ioOvidNbySeCSOn 370OdUeLabof Cade, for epeb?ov'end the Yak for Which this Permit bissued. I hive and eW maintain we • coltiosisatlon. as mactEd by SoISon 370001 dW,tabor Code, for the perfcvmassceo( tort bVpemd d1ywe5eis conipecoqi iMIW aid p*y rommbem ate: bstuaice Co_34ic14 tu A )L tacd(l(POICyNO. (N '-j121b c2LExpinitionOste_J1 - Tel YAsection need rd ba permit StG3)ors. CC9404111' P I I 1off*M11thepolorriar d die aortb pertidi Issued. I stat not eircloy any pelsen ii orr nesaiv so as to becose eMec1 toEs, ftillartCarvenotiariLmol CaMamrla, WARNING: Failure to secure wetters compensation covereg. Is urJaeM aid thaI sutfsct as .rIsyIf to atltiiol psnaNIse aid dvii thin up to one tlwidrid thousand doilai (&IOO.COO) Is addition to the coaled centp.nsmlon. danAM' ' 0bitstsMand seem.fs tn-- AT CONTRACTOR SIGNATURE iAGDIT DATE _itu4f IhecbyotSsn tltal Sat, erempi born Ccieas LnseLowkr daft aicgtvasamv 0 tigesasdidewlecompelinda do die sat aid 58nd or edbsde (Sec. 7044. DetEst wd sCoe: The CatesiI'3 Lstotaa does riot apply to an comeralpropeftwto Isddso, hapesmesthemem aid stio does tudt weit liaseder dvl his a nem*yeeL provided Much lugeeremerth mae ret Istartied orctIsred b sate. It. boaster. the bAfgg or itnpmovycmtl is sold s*ii ore Wy01OeIi*1ot daoe y.Isdderatl love the ta0or01 pu*g fiat lode not tattler ittçrme for the piposectsale) 0 1. as caner of the pCOerT an ezdvtiidycooettmig etlh bonwed ov*as 10 On" the project (Sec. 7044. BtaEss maid Prolessions Code: ft Cnittradoesliornse Law does net apply toasomovot praperty %he hgidsot Isiprosos 01ers0n aid cordiads for such pe*ctawidsconbachlts) icotsed pitsIaijtothe Certsda'a License Lai4 0 lam easapluscerSecaon 1.1 pemsCrafy plan topmiiCe the mtn bIter ard materials tar const,uofcnd the proposed propedy .iwlellt. DYes Do 2.; (have Hove not) 510d8n application for ab.gpeltott lot diepltcosedwe& 31 hate ctrtiactecwdl the WoWig pe'wi (fart) to t,pvide ete Proposed wIsnEdls(lIIdenanle aftml Owe 1 comthecni 60armmarftetl 4,1 pInt to provide pomtóoc( the scmb.. bull to-me tEd the iolsaIoj poIson to COISdeISIG. supemsue and provide ete now acts fatale nsralad&est1plOelovtaas tctnie 'anther). 5.1 ad pmvtae sons of the va& but I h3ve COribad "Id) die istenDig per-ama to PINAM die wet itdiud.d ui31e name) aslmolPjpoolwmctIm): .gpRopgaTy OWNER sloldAlvRE .' - - - DAGENT DATE - -- ,IF Is the applicant or future building occupant required to submit ajusiness plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505,25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Yes No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' hYes No Is the facility to beconstructed within 1,000 feet of the outer boundary ofaschool site? 1Yes No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (I) Civil Code). Lender's Name Lender's Address 0,01 W60 IcevtijthatIhavereadtheapplicationandstatethatthâaboveInfunuiation is tandthattheInbmaliononthepIansIsaccuiataIagmetocomptywtthaII City ordinances and State tesreIatingtobuiIthngconstnjction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned pmperIy for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE GUY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID Cmi' IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHAM OSHA permit requtied for excavations 0ver50'deepanddemotitbnor constructionofstires over 3stories in height. EXPIRATION: Every permit issued by the Building Otifoal under the piovisions of this Code shall expire by limlation and become null and vold if the building or work authorized bysuthpermitte not commenced within 180 days from the date 0fs1ich 106.4.4 Uniform Building Code). £APPLICANTSGNATURE) DATE ' STOP: THIS SECTION NOT REQUIRED FOR BVILDING.PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. Fax (760) 602-8560, Email buiIding(CarIsbadca.Qov or Mail the completed form,to ity.of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. CO#: (Office Use.Onty) CONTACT NAME OCCUPANT NAME r 7F..•'-Lv- ADDRESS - BUILDING ADDRESSr ------------------------ .---- 4-. CITY STATE - ziF -- -- CITY - STATE ZIP Carlsbad CA PHONE FAX EMAIL - OCCUPANTS BUS. UC.No:.- ------------------------------------------------------------------------------ - ---------- - --------------------------------------t... - . . .:..: . - ..._.............J.............a. ... DELIVERY OPTIONS . Y PICK UP: . CONTACT (Listed above) . . OCCUPANT (Listed above) -,,,],CONTRACTOR (On-Pg. 1) ;ASS0ClATED-CB#- tMAIL TO: CONTACT(LIsted above) OCCUPANT (Listed above) rill CONTRACTOR (On Pg. 1) 4 r!r---ae NO CHANGE IN USE / NO CONSTRUCTION MAIL/FAXTOOThER: - - CHANGE OF USE /.NO CONSTRUCTION APPLICANT'SSIGNATURE.: - 1.. DATE ITHE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: DPLANNING EJENGINEERING DBUILDING I:JFIRE GHEALTH DHAZMATIAPCD I CITY OF CARLS BAD Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 email: building©carlsbadca.gov www.carlsbadca.gov Plan Check No. Est. Value Plan Ck. Deposit Date IsWPPP 1 JOB ADDRESS SUITE#/SPACE#/UNITC CT/PROJECT# LOT# PHASE # #OFUNITS #BEDROOMS #BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE OCC.GROUP DESCRIPTION OF WORK: include Square Feet of Affected Area(s) EXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) Fl EPLACE ES NO[ AIR CONDITIONING ESDNOD FIRE SPRINKLERS YESDNOE APPLICANT NAME (Primary Contact) APPLICANT NAME (Seddar Contact) ADDRESS \\ ADDRESS / CITY STATE \ ZIP CITY STATE ZIP PHONE 1FAX PHONE T/1 FAX EMAIL \. EMAIL PROPERTY OWNER NAME CO7RACTOR BUS, NAME ADDRESS \ DRESS CITY ' STATE ZIP CITY STATE ZIP PHONE FAX / lf NE FAX EMAIL . . EMAI\ ARCH/DESIGNER-NAME & ADDRESS STATE LIC. f' STATE LIC.# CLASS Cr1? BUS. UC.# (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve,.demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he Is license to the provisions of the Contractor'sl4cense Law jCflapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and'the basis for the alleged exemption. Any violation"Qf Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). / \ )wgo(io° aço® Workers' Compensation Declaration: ihereby affirm under penalty of pe4ur1, one of the following dec/arat/ons: C] I have and Will maintain a certificate of consent to self-insure for workers compensation as provided by Section 3700 of the Labor Code, fo'tre performance of the work for which this permit is issued. U I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the workfor which thlsermlt Is issued. My workers' compensation insurance carrier and rolicy number are: Insurance Co. Policy No. Expiration Date i section need not be completed if the permit is for one hundred dollars ($100) or less. Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil finès up to one hundred thousand dollars (9100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, Interest and attorney's fees. AT CONTRACTOR SIGNATURE DAGENT DATE\ W°OQW 4)G(AU4WO® I hereby affirm that I am exempt from ConbacWs License Law for the following reason: [] I, as owner of the property or my employees with wages as their sole compensation, will do the work and the siructurils not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his an employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is said within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). [1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Coniractor's License Law). I am exempt under Section ____________Business and Professions Code for this reason: 1.1 personally plan to provide the major labor and materials for construction of the proposed property improvement. []Yes [—]No 2.1(have / have nol) signed an application for a building permit for the proposed work. . 3.1 have contracted with the following person (firm) to provide the proposed construction (include name address/phone/contractors' license number): 4.1 plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name/address/phone/contractors' license number): 5.1 will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name! address! phone type of work): ..PR0PERTY OWNER SIGNATURE []AGENT DATE Inspection List Permit#: CB140272 Type: TI INDUST SPRINT- NEW WIRELESS FACILITY WITH GROUND MOUNTED EQUIPMENT I Date Inspection Item 04/16/2015 39 Final Electrical 04/16/2015 39 Final Electrical 04/15/2015 39 Final Electrical 04/15/2015 39 Final Electrical 12/10/2014 31 Undergrourid/Conduit-Wirin 11/07/2014 66 Grout 10/22/2014 11 Ftg/Foundation/Piers Inspector Act Comments - RI PY AP - RI PY AP PY AP PY AP PY AP ii Friday, April 17, 2015 Page 1 of 1 CITY Carlsbad, CA 92009 JOB # Ghostrider.Inc. BUILDING PERMIT/DSA/OSHPD# PLAN FILE# Not Applicable coervrnneit IReiRccIo CB 140272, W.O.# SD34XC861D GHOSTRIDER INC TT PH. 619-379-0735 Fax 619-367-5791 E-Mail, Ghostriderinc@sbcglobaLnet I Any Where Any Time Around the World, Around the Cloc _*___ _-.-.-- - P.O. Box 2009 El Cajon, Ca. 92021 I—_-_-_E-mail, ghostriderinchotmail.com AILY INSPECTION REPORT PROJECT SD&E STEEL pole #Z-718327 11/12/2014 ADDRESS 1926 Swallow Lane ARCHITECT MPA Architects, Inc. 3194 Airport Loop Drive Ste Cl Cbsta MesA,-cà 92626- ENGINEER Not Applicable ._ • -' ..) D ••ç CONTRACTOR Hays Construction ' 00M370M Reinforce Masonry C.M.U. Block: # C90/Type-N Approved Plans Available Second Lift Mortar Type/PSI: # Sf1800 PSI Mortar Batching Site Mixer First Lift Rebar: Gr/Type: # A615/Grade-60 Rebar Clearances Approved Rebar Positions Approved Rebar Sizes Approved Rebar Laps Approved Type/Const._ Running _Bond REMARKS: Inspected ongoing lying of Masonry block on project as shown on approved drawings. Masons are lying block in continues bond. Masons are rewetting mortar only once. C.M.U. block is in dry condition per A.S.T.M. C-90. Also inspected rebar in second (6) courses of block on project as shown on approved plans. Rebar was found to be of grade, size and in conformity with approved drawings for project. Contractor had vacuumed all sand and mortar droppings out of first course of block so that grout can bond with a clean footing. Work on project is ongoing. A.W.S. & I.C.C. & Diego #728: CLIENT DATE Sprint GHOSTRIDER INC,T PH. 619-379-0735 Fax 619-367-5791 E-mail, GhostriderincãsbcqlobaLnet AlLY INSPECTION REPOR CLIENT Sprint (,• PROJECT SD&E STEEL pole #Z-718327 DATE 11/6/2014 c ADDRESS 1926 Swallow Lane ARCHITECT MPA Architects, Inc. - CITY Carlsbad, CA 92009 3194 Airport Loop Drive Ste Cl Costa MesA, ca 92626 JoB# Ghostrider, Inc ENGINEER Not Applicable - U BUILDING PERMIT/DSA/OSHPD# CB 140272 PLAN FILE # Not Applicable CONTRACTOR Hays Construction . 4 w.o.# SD34XC861D -----i-------. 1 _ Reinforce Masonry C.M.U. Block: # C90/Type-N Approved Plans Available Low Lift Mortar Type/PSI: # 5/1800 PSI Mortar Batching Site Mixer First Lift Rebar: Gr/Type: # A615/Grade-60 Rebar Clearances Approved Rebar Positions Approved Rebar Sizes Approved Rebar Laps Approved Type/Const. Running Bond REMARKS: Inspected ongoing lying of Masonry block on project as shown on approved drawings. Masons are lying block in continues bond. Masons are rewetting mortar only once. C.M.U. block is in dry condition per A.S.T.M. C-90. Also inspected rebar in first (6) courses of block on project as shown on approved plans. Rebar was found to be of grade, size and in conformity with approved drawings for project. Contractor had vacuumed all sand and mortar droppings out of first course of block so that grout can bond with a clean footing. Work on project is ongoing. sections of the building codes. For this report to be valid it must have afinal report, signed by the special inspector, stating "Final Repc ithout oft nal report this document Is invalid. This report covers the locations of the work reported only and doesn't constitute engineer iii Ti me A'' Aq, ifik r~ 1- specifications and Uon and material or project controL A.W.S. & i.c.c. & San Diego #728: not used for advertising, marketing or promotions. This document it used to con vev compliance with the Codes. W.G.A.S.A. Inc. /Ghostrider, Inc. 01-2008. Rev. (17) 10/12/2011 GHOSTRIDER INC,1 Any Where Any Time PH. 619-379-0735 - Around the World, Around the Cloc Fax 619-367-5791 \S ------- - -- P.O. Box 2009 El Cajon, Ca. 92021 E-mail, Ghostriderincsbcglobal.net 1- E-mail, ghostriderinc@fiotmaii.com 5MLY INSPECTIONREPOR11 CLIENT Sprint ,'. F PROJECT SD&E STEEL pole #Z-718327 DATE 11/4/2014 , ARCHITECT MPA Architects, Inc - 3194 Airport Loop Drive Ste Cl Costa MesA, ca 92626- ENGINEER Not Applicable - • . -. CONTRACTOR Hays Construction '- ' , W.O.# SD34XC861D ''! •' M9415=1 tfflomk am ___ Reinforce Masonry Mortar (4) Tube C.M.U. Block: # C90/Type-N Approved Plans Available Mortar Type/PSI: # S/1800 PSI Mortar Batching Site Mixer Rebar: Gr/Type: # A615/Grade-60 Rebar Clearances Approved Rebar Positions Approved Rebar Sizes Approved Rebar Laps Approved Type/Const. Running Bond REMARKS: Inspected masonry contractors lying of first course of masonry block as shown on the approved drawings for project on a clean dry concrete footing using a 1/4" to 3/4" mortar bed, (C.B.C. 2013), section 21. Contractor is mixing mortar at site with mixer. Contractor placed sand in first course of block to stop mortar droppings from sticking to concrete. Work on project is ongoing. ADDRESS 1926 Swallow Lane CITY Carlsbad, CA 92009 Caidvttew'vnent •. JOB # Ghostrider. Inc. RthJmIROiIRedO BUILDING PERMIT/DSA/OSHPD# CB 140272 PLAN FILE # Not Applicable ION OF COMPLIANCE: To the best is and sections of the buildina codes. For valid it must have offal report, signed by the special inspector, stating "Final Report of Inspection and Time in: Time out: signatureQ A.W.S. & I.C.C. & San Diego #728: not used for advertising, marketing or promotions. This document is used to convey compliance with the Codes. W.G.A.S.A. Inc. /Ghostrider, Inc. 01-2008. Rev. (17) 10/12/2011 GHOSTRIDER INC. -- ' Any Where Any Time PH. 619-379-0735 Around the World, Around the Cloc Fax 619-367-5791 - ---- P.O. Box 2009 El Cajon, Ca. 92021 E-mail, GhostriderincsbcglobaLnet -- '- - - -- - - - E-mail, ghostriderinchotmaiI.com - DAILY INSPECTION REPORT1 CLIENT Sprint : C, PROJECT SD&E STEEL pole #Z-718327 DATE 10/22/2014 . ADDRESS 1926 Swallow Lane ARCHITECT MPA Architects, Inc. ' . . . - CITY Carlsbad, CA 92009 3194 Airport Loop Drive Ste Cl Càsta MesA, ca 92626 jos# Ghostrider. Inc. 1 mjPam (Req ENGINEER Not Applicable .-.. . - ) BUILDING PERMIT/DSA/OSHPD# CB 140272 - PLAN FILE # Not Applicable CONTRACTOR Hays Construction ..• . .' W.O.# SD34XC861D V MOMM ____ d1dNIL1 Footing Rebar Rebar: Gr/Type: # A615/Grade-60 Approved Plans Available Rebar Clearances Approved Rebar Positions Approved Rebar Sizes Approved Rebar Laps Approved Safety Gear: Hardhats,Glasse Weather Sunny Bright REMARKS: Inspected rebar in footing and slab-on-grade on project as shown on approved plans. Rebar was found to be of grade, size and in conformity with approved drawings for project. Work on project is ongoing CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all 11 applicable sections of the building codes. For this report to be vatic testina'. Without a final reoort this document is invalid. This report in: Time out: it must signed by the special inspector, stating "Final Report of inspection and eported only and doesn't constitute engineerrng opinion or project control. signatureôLh44+t1i Linger A.W.S. & I.C.C. & San Diego 0722: not used for advertlsina. rnai*etlna or promotions. This document Is used to cr.ovsemiesriith the Codes. W.GA.S.A. Inc. /Ghostrider, Inc. 01-2008. Rev. (17) 10/12/2011 EsGil Corporation In Partnersliip with government for 8ui(iing Safety DATE: 8/6/2014 U APPLICANT :ip_URIS. JURISDICTION: City of Carlsbad U PLAN REVIEWER U FILE PLAN CHECK NO.: 14-0272.rev SET: I PROJECT ADDRESS: 1926 Swallow Lane PROJECT NAME: Sprint SDG&E Steel Pole 3Z-718327 SD34XC861D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. E The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. i1J The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. IJ The applicant's copy of the check list has been sent to: EsGil Corporation staff did not advise the applicant that the plan check has been completed. LI EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Fax #: Mail Telephone Fax In Person REMARKS: The clouded inked change on sheet A7 shall be made on city I revised set. (at building department). No additional fee required. By: David Yao Enclosures: original approved set EsGil Corporation VO4 El GA 0 EJ 0 MB 0 PC 7/31 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In (Partners Flip with government for(Building Safety DATE: 2/13/2014 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 14-0272 CANT O JURIS REVIEWER 0 FILE SET:I PROJECT ADDRESS: 1926 Swallow Lane PROJECT NAME: Sprint SDG&E Steel Pole 3Z-718327 SD34XC861D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. LI The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: EsGil Corporation staff did not advise the applicant that the plan check has been completed. EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Fax #: Mail Telephone Fax In Person REMARKS: The clouded inked change on sheet TI and A7 shall be made on city I set. (at building department) By: David Yao Enclosures: EsGil Corporation [:1 GA DEJDMB El PC 2/6 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad 14-0272 2/13/2014 [DO NOT PAY- THIS IS NOTANINVOICE] VALUATION AND PLAN. CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 14-0272 PREPARED BY: David Yao DATE: 2/13/2014 BUILDING ADDRESS: 1926 Swallow Lane BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) cell site revision pe city 95,000 Air Conditioning Fire Sprinklers TOTAL VALUE 95,000 Jurisdiction Code ICb 1By Ordinance I $671.121 Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance I $436.231 Type of Review: EEl Complete Review fl Structural Only El Repetitive Fee Repeats El Other El Hourly Hr. © * EsGil Fee I $375.83 Comments: Sheet I of I macvalue.doc + Sprint Project SD34XC861 1926 Swallow Lane Summary of SDG&E required plan changes. Dear EsGil Planner, This project is located on an existing SDG&E steel pole and the SDG&E drawing review process takes 4-6 months to get thru. We have received SDG&E approval on. 7/23 and no are resubmitting updated plans with their comments incorporated. Below is a summary of changes, majority are formatting and text based T-1: Removed text box from below SDG&E signature block in upper left corner Updated Coordinates with Thomas Guide gild ID Updated SDG&E contact T-2 Updated sim view to landscape T-4 Added SDG&E shut off sign to 3/T4 T7 Updated SDG&E notes to latest and added SDG&E release doc T8 1. Added sheet for City of Carlsbad Use permit conditions Lk Corrected call out of SDG&E Easement and changed wording from SDG&E tower to pole Al Updated notes show with "3" and show fire hydrants Added Callout for SDG&E shut off sign and RF sign on pole Detail 1 & 2 Detail 1 updated to match 3/A3 Updated electrical route to match SDG&E service order E4 Added Detail 4 for the electrical meter pedestal E5 Detail 2 rotated antenna config to match 3/A3 Updated detail 4 to show SDG&E required grounding attachments A4 A9 El Sprint Project SD34XC861 1926 Swallow Lane. Summary of SDG&E required plan changes. Dear EsGil Planner, This project is located on an existing SDG&E steel pole and the SDG&E drawing review process takes 4-6 months to get thru. We have received SDG&E approval on 7/23 and no are resubmitting updated plans with their comments incorporated. Below is a summary of changes, majority are formatting and text based T-l: Removed text box from below SDG&E signature block in upper left corner Updated Coordinates with Thomas Guide grid ID Updated SDG&E contact T-2 Updated sim view to landscape T-4 Added SDG&E shut off sign to 3/T4 T7 Updated SDG&E notes to latest and added SDG&E release doc T8 Added sheet for City of Carlsbad Use permit conditions LS1 Corrected call out of SDG&E Easement and changed wording from SDG&E tower to pole Al Updated notes show with "3" and show fire hydrants A4 Added Callout for SDG&E shut off sign and RF sign on pole Detail 1 & 2 A9 Detail 1 updated to match 3/A3 El Updated electrical route to match SDG&E service order E4 Added Detail 4 for the electrical meter pedestal ES Detail 2 rotated antenna config to match 3/A3 Updated detail 4 to show SDG&E required grounding attachments CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 2/12/14 PROJECT NAME:SDG&E Steel pole#Z-718327 PROJECT ID: CD 13-06 PLAN CHECK NO: CB14o272 SET#: 1 ADDRESS: 1926 Swallow Ln APN: 21505213 VALUATION: $95,000 APPLICANT CONTACT: thenion@deprattiinc.com >< Tlis plan check review transmittal is to notify you of clearance by: LAND DEVELOPMENT ENGINEERING DIVISION Final Inspection by the Construction & Inspection Division is required: Yes No c For status from a division not marked below, please call 760-602-2719 F-1 This plan check review is NcX'COMPLETE Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. LAND DEVELOPMENT ENG. 760-602-2750 Chris Sexton I Kathleen Lawrence Greg Ryan I 760-602-4624 L 760-602-2741 -- - 760-602-4663 Chris.sexton@carlsbadca.gov Kathleen.Lawrence@carlsbadca.gov Gregory.Ryan@carlsbadca.gov Gina Ruiz Linda Ontiveros Cindy Wong 760-602-4675 760-602-2773 - 760-602-4662 Gina.Ruiz@carlsbadca.gov Linda.Qitiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov IT El Dominic Fieri U L..J 760-602-4664 Dominlc.Fieri@carlsbadca.gov - Remarks: 4 (0 CITY OF CARLSD/-%D STORM WATER STANDARDS QUESTIONNAIRE E-34 Develonment Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov I INSTRUCTIONS: I To address post-development pollutants that may be generated from development projects, the City requires that new development and significant redevelopment priority projects incorporate Permanent Storm Water Best Management Practices (BMP's) into the project design per the City's Standard Urban Stormwater Management Plan (SUSMP). To view the SUSMP, refer to the Engineering Standards (Volume 4, Chapter 2) at www.carlsbadca.gov/standards. Initially this questionnaire must be completed by the applicant in advance of submitting for a development application (subdivision, discretionary permits and/or construction permits). The results of the questionnaire determine the level of storm water standards that must be applied to a proposed development or redevelopment project. Depending on the outcome, your project will either be subject to 'Standard Stormwater Requirements' or be subject to additional criteria called 'Priority Development Project Requirements'. Many aspects of project site design are dependent upon the storm water standards applied to a project Your responses to the questionnaire represent an initial assessment of the proposed project conditions and impacts. City staff has responsibility for making the final assessment after submission of the development application. If staff determines that the questionnaire was incorrectly filled out and is subject to more stringent storm water standards than initially assessed by you, this will result in the return of the development application as incomplete. In this case, please make the changes to the questionnaire and resubmit to the City. If you are unsure about the meaning of a question or need help in determining how' to respond to one or more of the questions, please seek assistance from Land Development Engineering staff. A separate completed and signed questionnaire must be submitted for each new development application submission. Only one completed and signed questionnaire is required when multiple development applications for the same project are submitted concurrently. In addition to this questionnaire, you must also complete, sign and submit a Project Threat Assessment Form with construction permits for the project Please start by completing Step I and follow the instructions. When completed, sign the form at the end and submit this with your application to the city. STEP I TO BE COMPLETED FOR ALL PROJECTS To determine if your project is a priority development project, please answer the following questions: YES NO Is your project LIMITED TO constructing new or retrofitting paved sidewalks, bicycle lanes or trails that meet the following criteria: (1) Designed and constructed to direct storm water runoff to adjacent vegetated areas, or other non-erodible permeable areas; OR (2) designed and constructed to be hydraulically disconnected from paved streets or roads; OR (3) designed and constructed with permeable pavements or surfaces in accordance with USEPA Green Streets guidance? Is your project LIMITED TO retrofitting or redeveloping existing paved alleys, streets, or roads that are designed and constructed in accordance with the USEPA Green Streets guidance? If you answered "yes" to one or more of the above questions, then your project is NOT a priority development project and therefore is NOT subject to the storm water criteria required for priority development projects. Go to step 4, mark the last box stating "my project does not meet PDP requirements" and complete applicant information. If you answered "no" to both questions, then go to Step 2. E-34 Page 1 of 3 Effective 6/27/13 CITY OF CARLSBAD STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov STEP2 TO BE COMPLETED FOR ALL NEW OR REDEVELOPMENT PROJECTS To determine if your project is a priority development project, please answer the following questions: YES NO Is your project a new development that creates 10,000 square feet or more of impervious surfaces collectively over the entire project site? This includes commercial, industrial, residential, mixed-use, and public development projects on public or private land. Is your project creating or replacing 5,000 square feet or more of impervious surface collectively over the entire project site on an existing site of 10,000 square feet or more of impervious surface? This includes commercial, industrial, public development projectson public or private land. _residential, _mixed-use,_and Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a restaurant? A restaurant is a facility that sells prepared foods and drinks for consumption, including stationary lunch counters and refreshment stands selling prepared foods and drinks for immediate consumption. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a hillside development project? A hillside development project includes development on any natural slope that is twenty-five percent or greater. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a parking lot. A parking lot is a land area or facility for the temporary parkingor storage of motor vehicles used personally for business or for commerce. Is your project a new-or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a street, road, highway freeway or driveway? A street, road, highway, freeway or driveway is any paved impervious surface used for the transportation of automobiles, trucks, motorcycles, and other vehicles. Is your project a new or redevelopment project that creates or replaces 2,500 square feet or more of impervious surface collectively over the entire site, and discharges directly to an Environmentally Sensitive Area (ESA)? "Discharging Directly to" includes flow that is conveyed overland a distance of 200 feet or less from the project to the ESA, or conveyed in a pipe or open channel any distance as an isolated flow from the project to the ESA commingles with flows from lands)." _(i.e._not _adjacent Is your project a new development that supports an automotive repair shop? An automotive repair shop is a facility that is categorized in any one of the following Standard Industrial Classification (SIC) codes: 5013, 5014, 5541, 7532-7534, or 7536-7539. Is your project a new development that supports a retail gasoline outlet (RGO)? This category includes RGO's that meet the following criteria: (a) 5,000 square feet or more or (b) a project Average Daily Traffic (ADT) of 100 or more vehicles per day. Is your project a new or redevelopment project that results in the disturbance of one or more acres of land and are expected to generate pollutants post construction? Is your project located within 200 feet of the Pacific Ocean and (1) creates 2,500 square feet or more of impervious surface or (2) increases impervious surface on the property by more than 10%? If you answered "yes" to one or more of the above questions, you ARE a priority development project and are therefore subject to implementing structural Best Management Practices (BMP's) in addition to implementing Standard Storm Water Requirements such as source control and low impact development BMP's. A Storm Water Management Plan (SWMP) must be submitted with your application(s) for development. Go to step 3 for redevelopment projects. For new projects, go to step 4 at the end of this questionnaire, check the "my project meets PDP requirements" box and complete applicant information. If you answered "no" to all of the above questions, you ARE NOT, a priority development project and are therefore subject to implementing only Standard Storm Water Requirements such as source control and low impact development BMP's required for al development projects. A Storm Water Management Plan (SWMP) is not required with your application(s) for development. Go to step 4 at the end of this questionnaire, check the "my project does not meet PDP requirements" box and complete applicant information. E-34 Page 2 of 3 Effective 6/27/13 404h> CITY OF CAR LSBAD STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov STEP 3 TO BE COMPLETED FOR REDEVELOPMENT PROJECTS THAT ARE PRIORITY DEVELOPEMENT PROJECTS ONLY - Complete the questions below regarding your redevelopment project: YES NO Does the redevelopment project result in the creation or replacement of impervious surface in an amount of less than 50% of the surface area of the previously existing development? If you answered "yes," the structural BMP's required for Priority Development Projects apply only to the creation or replacement of impervious surface and not the entire development. Go to step 4, check the "my project meets PDP requirements" box and complete applicant information. If you answered "no," the structural BMP's required for Priority Development Projects apply to the entire development. Go to step 4, check the "my project meets PDP requirements" box and complete applicant. information. STEP 4 CHECK THE APPROPRIATE BOX AND COMPLETE APPLICANT INFORMATION - U My project meets PRIORITY DEVELOPMENT PROJECT (PDP) requirements and must comply with additional stormwater criteria per the SUSMP and I understand I must prepare a Storm Water Management Plan for submittal at time of application. I understand flow control (hydromodification) requirements may apply to my project Refer to SUSMP for details. My project does not meet POP requirements and must only comply with STANDARD STORMWATER REQUIREMENTS per the SUSMP. As part of these requirements, I will incorporate low impact development strategies throughout my project. Applicant Information and Signature Box Address: L Applicant Name: Applicant Signature: Signature: .-- Accessor's Parcel Number(s): a. c-. TW5L i3 Applicant Title: Date: 2_/c,3( tOL' This Box for City Use Only City Concur reyrce: NO kXS By: Date:'— Project ID: 977 * Environmentally Sensitive Areas include but are not limited to all Clean Water Act Section 303(d) impaired water bodies; areas designated as Areas of Special Biological Significance by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); water bodies designated with the RARE beneficial use by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); areas designated as preserves or their quivalent under the Multi Species Conservation Program within the Cities and County of San Diego; and any other equivalent environmentally sensitive areas which have been identified by the Copermittees. E-34 Page 3 of 3 Effective 6/27/13 STORM WATER POLLUTION PREVENTION NOTES ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPS WHEN RAIN IS EMINENT. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEERING OR BUILDING INSPECTOR DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. ALL GRAVEL BAGSSHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. SPECIAL NOTES PROJECT INFORMATION Site Address: 19 2... S1.-4-I1oli' L1 Assessor's Parcel Number: Project ID:':__5WJ.4' 444. Construction Permit No.: CE/ '4O7 Estimated Construction Start Date £.)III I ILf Project Duration 2_-. Months Emergency Contact: Name: -r; g4e-t;,. 24 hour Phone: Perceived Threat to Storm Water Quality MediumC a At9 '30 Low If medium box is checked, must attach a site plan sheet showing proposed work area and location of proposed structural BMPs For City Use Only Cl 0 CARLSBAD STAN ARD TIER 1 SWPPP Approved By: 46!65-~> CITY OF CARLSBAD STORM WATER COMPLIANCE FORM TIER I CONSTRUCTION SWPPP E-29 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov STORM WATER COMPLIANCE CERTIFICATE I My project is not in a category of permit types exempt from the Construction SWPPP requirements I My project is not located inside or within 200 feet of an environmentally sensitive area with a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). I My project does not require a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code) / My project will not result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas that meets one or more of the additional following criteria: located within 200 feet of an environmentally sensitive area or the Pacific Ocean; and/or, disturbed area is located on a slope with a grade at or exceeding 5 horizontal to I vertical; and/or disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse; and/or construction will be initiated during the rainy season or will extend into the rainy season (Oct. I through April 30). I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT ALL OF THE ABOVE CHECKED STATEMENTS ARE TRUE AND CORRECT. I AM SUBMITTING FOR CITY APPROVAL A TIER 1 CONSTRUCTION SWPPP PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF CITY STANDARDS. I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO MINIMIZE THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO MINIMIZE THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND, (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER I CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD. U I\ OWNER(S)/OWNER'S AGENT NAME (PRINT) '2/?If1 OWNER(S)/OWNER'S AGENT NAME (SIGNATURE) DATE E-29 Page 1 of.... REV 4/30/10 Erosion Control Sediment Control BMPs Tracking Non-Storm Water Waste Management and Materials BMPs Management BMPs Pollution Control BMPs .2 BMPs .2 00 E 0 to E — ) CM 2 2 . O E 06 to cc fa . Best Management Practi ce fl I le M (BMP) Description 4 . rJ I— E , . C U) U) 2 i5 CM C to NU)N 0 .1 CO -2 Je t 0)W 2.! totor .1 — .9 I! 22 D)o C5 co to .2 a. oc o WO U) (1) U) . 0 • LL CD .bto U)> to U) 65 (L U).E U) C OC a. >C C U) ( U) x: 0 CASQA Designation 4 C? . M. IT I (f) Pr C? D . C') C? r ' ? 1' C) C? 0 w 0 w 0 w • 0 W U) W U) W U) W U) W CO W U) W U) • W - - U) z U) z U) z U) z Construction Activity W U) Grading/SoiIDisturbance Trenching/Excavation ?:stockpiling---- - Drilling/Boring - - Concrete/Asphalt Saw cutting --- 'Concrete flatwork Paving _Conduit/Pipelnstallation -- -- Stucco/Mortar Work Waste Disposal Down Area _Staging/Lay Equipment Maintenance -- and Fueling Hazardous Substance Use/Storage Dewatering --- - Site Access Across Dirt - Other (list): - - --- -- Instructions: Begin by reviewing the list of construction activities and checking the box to the left of any activity that will occur during the proposed construction. Add any other activity descriptions in the blank activity description boxes provided for that purpose and place a check in the box immediately to the left of the added activity description. For each activity descrribed, pick one or more best management practices (BMPs) from the list located along the top of the form. Then place an X in the box at the place where the activity row intersects with the BMP column. Do this for each activity that was checked off and for each of the selected BMPs selected from the list. For Example - if the project includes site access across dirt, then check the box to the left of "Site Access Across Dirt". Then review the list for something that applies such as "Stabilized Construction Ingress/Egress" under Tracking Control. Follow along the "Site Access Across Dirt" row until you get to the "Stabilized Construction Ingress/Egress" column and place an X in the box where the two meet. As another example say the project included a stockpile that you intend to cover with a plastic sheet. Since plastic sheeting is not on the list of BMPs, then write in "Cover with Plastic" in the blank column under the heading Erosion Control BMPs. Then place an X in the box where the "Stockpiling" row intersects the new "Cover with Plastic" column. To learn more about what each BMP description means, you may wish to review the BMPReferenceHandout prepared to assist applicants in the selection of appropriate Best Management Practice measures. The reference also explains the California Stomiwater Quality Association (CASQA) designation and how to apply the various selected BMPs to a project. E-29 Page 2 of Z. REV 4/30/10 PLANNING DIVISION 4eth-> BUILDING PLAN CHECK CITY OF REVIEW CHECKLIST CAR LSBAD P-28 Develooment Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.crIsbdc.ov DATE:8/6/14 I PROJECT NAME: SDG&E PROJECT ID: CUP 12-13/SUP 12-02 PLAN CHECK NO: CB 14-272 SET#: 2 ADDRESS: 1926 Swallow Lane APN: 215-052-13 This plan check review is complete and has been APPROVED by the Planning ( Division. By: Greg Fisher A Final Inspection by the Planning Division is required Z Yes No You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: Tim Herion For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING ENGINEERING FIRE PREVENTION 760-602-4610 760-602-2750 760-602-4665 Chris Sexton Kathleen Lawrence Greg Ryan 760-602-4624 . 760-602-2741 760-6024663 Chris.Sexton@carlsbadca.gov Kathleen.Lawrence@carlsbadca.gov Greorv.Ryan@carlsbadca.ov Gina Ruiz Linda Ontiveros . Cindy Wong 760-602-4675 760-602-2773 '760-602-4662 Gina.Ruiz@carlsbadca.gov Linda.0ntiveros@carIsbadca.ov Cynthia.Wong@carlsbadca.gov Greg Fisher • 760-602-4629 I •I U . Dominic Fieri 760-6024664. Greg.fisher@carlsbadca.gov Dominic.Fieri@carlsbadca.gov Remarks: None Plan Check No. CB 14-272 Address 1926 Swallow Lane Date 216/14 Review #1 Planner Greg Fisher Phone (760) 602- 4629 APN:215-052-13 Type of Project & Use: WCF Net Project Density:N/A Zoning: P-C General Plan: RLM Facilities Management Zone: CFD (in/out) #_Date:of participation: Remaining net dev acres: (For non-residential development: Type of land use created by this permit: REVIEW #: 1 2 3 Legend: Z Item Complete 0 Item Incomplete - Needs your action' 0-0 Environmental Review Required: YES 0 NO TYPE Exempt DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditionsof Approval: 0 0 0 Discretionary Action Required: YES Z NO LI TYPE CUP and SUP APPROVAL/RESO. NO. 6965 & 6966 DATE 5/1/2013 PROJECT NO. CUP 12-13 & SUP 12-02 OTHER RELATED CASES: N/A Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: 18 of Reso.#6965 Z LI LI Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES 0 NO CA Coastal Commission Authority? YES 0 NO If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine Status (Coastal Permit Required or Exempt): 0 LI Habitat Management Plan Data Entry Completed? YES 0 NO LI N/A If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Os, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) 0 LI Inclusionary Housing Fee required: YES [-] NO Li N/A (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES LI NO 0 (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing YIN, Enter Fee, UPDATE!) 0 Li Housing Tracking Form (form P.20) completed: YES LI NO E] N/A Z P-28 Page 2 of 3 . 07/11 Site Plan: 0 LI Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all -side and rear yard slopes). Provide legal description of property and assessor's parcel number. City Council Policy 44— Neighborhood Architectural Design Guidelines Z LI LI 1. Applicability: YES LI NO Z LI El 2. Project complies: YES LI NOD Zoning: 0 0 1. Setbacks: Front: Required Shown N/A Interior Side: Required Shown N/A Rear: Required Shown N/A Z LI LI 2. Accessory structure setbacks: Front: • Required Shown • Interior Side: Required Shown Street Side: Required • Shown Rear: Required Shown Structure separation: Required • Shown Project location approved per site Plan. Complies with all setbacks. Z LI LI • 3. Lot Coverage: Required J! Shown. Z LI LI 4. Height: Required 14 or less Shown 8 feet Equipment Building LI El 5. Parking: Spaces Required I1L4 LI E Additional Comments I to the issuance of a bt OK TO ISSUE AND ENTERED APPROVAL INTO COMPU P-28 • • Page 30f3 • • 07/11 CITY OF CARLSBAD PLANNING DIVISION Development Services BUILDING PLAN CHECK Planning Division REVIEW CHECKLIST 1635 Faraday Avenue (760) 602-4610 P28 www.carIsbdcov DATE: 2/6/14 PROJECT NAME: SDG&E PROJECT ID: CUP 12-13/SUP 12-02 PLAN CHECK NO: CB 14-272 SET#: I ADDRESS: 1926 Swallow Lane APN: 215-052-13 This plan check review is complete and has been APPROVED by the Planning Division. By: Greg Fisher A Final Inspection by the Planning Division is required 0 Yes 1 No You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: Tim Herion For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING ENGINEERING FIRE PREVENTION 760-602-4610 760-602-2750 760-602-4665 Chris Sexton Kathleen Lawrence Greg Ryan 760-602-4624 760-602-2741 760-602-4663 Chris.Sexton@carlsbadca.gov Kathleen.Lawrence@carlsbadca.gov Gregory.Ryan@carlsbadca.gov Gina Ruiz Linda Ontiveros Cindy Wong 760-602-4675 760-602-2773 760-602-4662 Gina.Ruiz@carlsbadca.gov Linda.Ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov Greg Fisher Dominic Fieri 760-602-4629 LJ 760-602-4664 Greg.fisher@carlsbadca.gov Dominic.Fieri@carlsbadca.gov Remarks: N one C REVIEW #: 123 BEE Plan Check No. CB 14-272 Address 1926 Swallow Lane Date 2/6/14 Review #1 Planner Greg Fisher Phone(760)602-4629 APN: 215-052-13 Type of Project & Use: WCF Net Project Density:N/A Zoning: P-C General Plan: RLM Facilities Management Zone: CFD (in/out) #_Date of participation: Remaining net dev acres: (For non-residential development: Type of land use created by this permit: Legend: 0 Item Complete 0 Item Incomplete - Needs your action Environmental Review Required: YES E] NO Z TYPE Exempt DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES Z NO 0 TYPE CUP and SUP APPROVAL/RESO. NO. 6965 & 6966 DATE 5/1/2013 PROJECT NO. CUP 12-13 & SUP 12-02 OTHER RELATED CASES: N/A Compliance with conditions or approval? If not, state conditions which require action. 9> onditions of Approval: 6,7,8,13,18 of Reso.#6965 U EI1 Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES Q NO CA Coastal Commission Authority? YES Q NO DK If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Z El El Habitat Management Plan Data Entry Completed? YES 0 NO 0 N/A If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Os, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) O El Inclusionary Housing Fee required: YES E] NO E] N/A (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES 0 NO El (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) 0 0 Housing Tracking Form (form P-20) completed: YES 0 NO E] N/A IZI P-28 Page 2 of 3 07/11 PU Site Plan: El El Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. City Council Policy 44— Neighborhood Architectural Design Guidelines Z El El 1. Applicability: YES El NO El El 2. Project complies: YES El NOD MEMO Zoning: 1. Setbacks: Front: Interior Side: Rear: Required Shown N/A Required Shown N/A Required Shown N/A 2. Accessory structure setbacks: Front: Required - Interior Side: Required Street Side: Required - Rear: Required - Structure separation: Required - Project location approved per site Plan Shown Shown Shown Shown Shown Complies with all setbacks. 3. Lot Coverage: Required N/A Shown El El 4. Height: Required 14 or less Shown 8 feet Equipment Building El El 5. Parking: Spaces Required IL aEl0 Additional Comments Please correct Sheet T2 to show the correct location of the equipment enclosure near the tennis court. Please comply with condition numbers6,,z7, 8. 13, 18 of resolution PC 6965 prior to the issuance of a building permit OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE P-28 Page 3 of 3 07/11 /1 0)) PLAN CHECK Community& Economic > artmen C ITY OF REVIEW BLDG. DETerPt ay Avenue CARLSBAD TRANSMITTAL Carlsbad CA 92008 www.carlsbadca.gov DATE:, 8/12/14 PROJECT NAME: Sprint PROJECT ID: PLAN CHECK NO: CB140272 SET#: 7 ADDRESS: 1926 Swallow LA. APN: This plan check review is complete and has been APPROVED by theFire Division. By: D. Fieri A Final Inspection by the Fire Division is required Z Yes 0 No This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required.. Plan Check Comments have been sent to: You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance ofa building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING ENGINEERING FIRE PREVENTION 760602-46±0 760-602-2750 760-602-4665 Chris Sexton Kathleen Lawrence Greg Ryan 760-602-4624 760-602-2741 760-602-4663 Chris.Sexton@carlsbadca.gov Kathteen.Lawrence@carlsbadca.gov Greorv.Rvan@carlsbadca.ov Gina Ruiz [I Linda Ontiveros Cindy Wong 760-602-4675 ,, 760-602-2773 760-602-4662 Gina.Rulz@carlsbadca.gov Linda.Ontiveros@carIsbadca.gov Cnth ia.Wong@carlsbadca.gov • Dominic Fieri 760-602-4664 • , Dominic.Fieri@carlsbadca.gov Remarks: Carlsbad Fire Department 1 BLDG. QEPT COPY Plan Review Requirements category. TI ,1NDUST Date of Report: 08-12-2014 Reviewed by: Name: TIM HENION Address: 1264. BASSWOOD AV CARLSBAD CA* 92008 Permit#: CB 140272 Job Name: SPRINT- NEW WIRELESS FACILITY Job Address: 1926 SWALLOW LN CBAD St: CS itted fdrriew is this office to thA Icecfor r d VM41*3 SpeC1tO:S, with%s "c1ou Cond: C0N0007560 [MET] . . <PZPROV~ED.: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. . . THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN . CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. Entry: 08/12/2014 By: df Action: AP rage lol:h CONDITIONAL RECOMMENDATION FORAPPROVALDG DEPT COPY CONDITION RESOLVE ALL REMAINING COMMENTS SHOWN IN BLUE FONT WITH THE FIRE OFFICIAL Daryl K. James & Associates, Inc. Checked by: Daryl Kit James 205 Colina Terrace Date: 8/04/2014 Vista, CA 92084 T. (760) 724-7001 Email: kitfiresbcglobal.net . APPLICANT: Tim Henlon JURISDICTION: Carlsbad Fire Department PROJECT NAME: Sprint PROJECT ADDRESS: 1926 Swallow Lane PROJECT DESCRIPTION: CB140272 New wireless facility with ground mounted equipment inside new CMU walled enclosure and antennas installed on existing SDG&E steep pole. This plan was reviewed in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. The items below, in blue font, require correction, clarification or additional information before this plan check can be approved for permit issuance by a Carlsbad fire official. COMMENTS V Provide the Following List of Applicable Codes 2013 California Building Code ....... . based on the 2012 International Building Code 2013 California Fire Code .............based on the 2012 International Fire Code 2013 California Electrical Code ......based on the 2011 National Electrical Code 2013 California Mechanical Code ...based on the 2.012 Uniform Mechanical Code 2013 California Plumbing Code ......based on the 2012 Uniform Plumbing Code 2013 California Energy Code v'T2 Site Plan Provide a symbols legend to identify 1, 2,3, & X. VT4 Battery. Information Notes & Fire Departnent Notes Revise notes to reference 2013 Codes. Revise cabinet signage reference to CFC 608.7.2. (OTC) Denote the quantity of Class I Water Reactive Liquid and Toxic Liquid Demonstrate method of neutralize spilled electrolyte. CFC 608.5. G. Revise code reference to 2013 CFC 906. Warning Signage Building signage shall be provided and state: The building contains energized battery systems The building contains energized electrical circuits and The battery electrolyte solutions, where present, are corrosive liquids. CFC 608.7 Provide exterior labels for cabinets that identify the manufacturer and model number of the system and electrical rating (voltage and current) of the contained battery system. There shall be signs within the cabinet that indicate the relevant electrical, chemical and fire hazards. CFC 608.8 T7 Access Requirements Provide an approved lock and key box for emergency response access. CFC 503.6 & 506. / Al Site Plan Deferred for Fire Official Approval Access Roads Illustrate access roads on site plan that are in compliance with CFC 503 Denote fire hydrant, locations . . END OF COMMENTS rage 2 Ot 2 rage 1 01:2 CORRECTION LIST Daryl K. James & Associates, Inc. Checked by: Daryl Kit James 205 Colina Terrace Date: 2/4/201 * Vista, CA 92084 T. (760) 724-7001 Email: kitfiresbcgIobal.net APPLICANT: Tim Henlon JURISDICTION: Carlsbad Fire Department PROJECT NAME: Sprint PROJECT ADDRESS: 1926 Swallow Lane PROJECT DESCRIPTION: CB140M New wireless facility with ground mounted equipment inside new WU walled enclosure and antennas installed on existing SDG&E steeppole This plan was reviewed in order to verify conformance to minimum requirements.of codes adopted by the Carlsbad Fire Department. The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. RESUBMffSRUSF WEAPON YEW RE. cHEcKiEVlCES Correction's or modifications to the plans must be clouded and provided with numbered deltas and revision dates. Provide a written response following each comment, On This Correction List, explaining how and where each plan review comment has been addressed. - Provide a copy of Building Department (EsGil) comments. Input fire revisions onto the Building Dept. plan check. Please direct any questions regarding this review to: Daryl K. James 760-724-7001 or kitfire@sbcglobal.net COMMENTS MUST BE SUBMITTED DIRECTLY TO THE FOLLOWING ADDRESS: DARYL K. JAMES & ASSOCIATES, INC. 205 COLINA TERRACE VISTA, CA 92084 PLEASE DO NOT REQUIRE MY SIGNATURE TO ACCEPIDELiVERrOF REVISED PLANS COMMENTS ADDITIONAL COMMENTS MAY BE GENERATED BASED ON RESPONSES. STRUCTURAL CALCULATIONS FOR 8' HIGH FREE STANDING CMU WALL AT 5D34XC861 1926 SWALLOW LANE CARLSBAD,CA 92009 FOR SPRINT MSA ARCHITECTURE & PLANNING 3194 AIRPORT LOOP DRIVE, SUITE CI. COSTA MESA, CA 92626 DATE: 06/27/2013 - - -- 8ner' -: --: - Park . Carlsbad 6 ' \.\\ Carlsbad 0 V CL Coftonwoctd CrEek Pa;k * Ehcs \ . Dale \.. _u. San Marcos - Lak en Pans •_ --8 Stagecoach pit 'wiiei States ,1.. 6/27/13. Design Maps Sumary Report : UsGS Design Maps Summary Report User-Specified Input Building Code Reference Document ASCE 7-10 Standard (which makes use of 2008 USGS hazard data) Site Coordinates 33.108740N, 117.26725°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category 1/11/111 USGS-Provided Output S= 1.062g 5M5 1.142g 61 S1 = 0.410 g SM1 = 0.652 g SDI = 0.435 g For information on how the SS and Si values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCE11 Response Spectrum 1.20 -- 1.08-. 0.84 IP 0.72 0.60 in 0.48 0.36 0.24-- 0.12 0.00 I I I I I I 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.80 2.00 Period, T (sec) Design Response Spectrum 0.98 0.80 0.72-- 0.64-. 0.56 a I 0.49 in 0.40 0.32- 0.24-- 0.16-- 0108 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.90 2.00 Period, T (sec) For PGAM, TL' C, and CR1 values, please view the detailed reoort. 1/2 ' F!R E - - SE/I'-f'C .. oN- C I3C. Zø 1P 4 £C C . 7- !- VZ b.3SD%-JZ - - - - -. V: 2. 0 '.• S rreO-?f'o ,',Pn. Ps 1 2I)- 17• 11 ?fbO PTIL Soil Pressure @ Toe = 646 psf OK Soil Pressure @ Heel = 252 psf OK Allowable = 1,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 776 psf ACI Factored @ Heel = 302 psf Footing Shear @ Toe 3.1 psi 01< Footing Shear @ Heel = 0.0 psi 01< Allowable = 75.0 psi Sliding Caics (Vertical Component NOT Used) Lateral Sliding Force = 187.5 lbs less 100% Passive Force = - 225.0 lbs less 100% Friction Force = - 40.9 lbs Added Force Req'd = 0.0 lbs OK ....for 1.5: 1 Stability = 0.0 lbs OK Load Factors Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind,W 1.600 Seismic, E 1.000 lbs = psi = psi = psf = in= in= in In = 0.701 187.5 796.9 1,136.9 4.2 38.7 84.0 3.75 30.00 30.00 30.00 psi= 1,500 psi = 24,000 = Yes I Project Title: Engineer: Proiect ID: Project Descr: 11110 DIUCK Line 0 Printed: 27 JUN 2013. 1:391341 Cantilevered Retaining Wall File = T SPR1N19SPR1NT 19 - SANDI I9DEPRA1ThPROJE-19S02A7E-19STRUCT-1IRATAIN-1.EC6 :9- ENERCAIC. INC. 1983-2013, Build:6.13.6.21. Ver:6.1.63 Description: Design of 8' high free standing wall Criteria Retained Height = 0.50 ft Wall height above soil = 7.50 It Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 6.00 in Water height over heel = 0.0 ft Vertical component of active Lateral soil pressure options: NOT USED for Soil Pressure. NOT USED for Sliding Resistance. NOT USED for Overturning Resistance. I Surcharge Loads Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning I Axial Load Applied to Stem Axial Dead Load = 0.0 lbs Axial Live Load = 0.0 lbs Axial Load Eccentricity = 0.0 in Design Summary Wall Stability Ratios Overturning = 2.60 OK Sliding = 3.36 01< Total Bearing Load = 1,347 lbs resultant ecc. = 2.64 in Soil Data Allow Soil Bearing 1,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 30.0 psf/ft Toe Active Pressure = 30.0 psf/ft Passive Pressure = 150.0 psf/ft Soil Density, Heel 110.00 pcf Soil Density, Toe = 0.00 pcf Friction Coeff btwn Fig & Soil = 0.300 Soil height to ignore for passive pressure = 12.00 in Lateral Load Applied to Stem I Lateral Load = 0.0 plf Height to Top = 0.00 ft ...Height to Bottom = 0.00 ft Wind on Exposed Stem = 25.0 psf I Stem Construction I Design Height Above Ftg Wall Material Above Ht Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data fb/FB + fa/Fa Total Force © Section Moment... .Actual Moment.....Allowable Shear ..... Actual Shear ..... Allowable Wall Weight Rebar Depth 'd' Lap splice if above Lap splice if below Hook embed into footing Masonry Data fm Fs Solid Grouting Modular Ratio n = Short Term Factor = Equiv. Solid Thick. in = Masonry Block Type = Masonry Design Method = I Adjacent Footing Load Adjacent Footing Load = 0.0 lbs Footing Width = 0.00 it Eccentricity = 0.00 in Wall to FIg CL Dist = 0.00 ft Footing Type Line Load Base Above/Below Soil - 00 ft - at Back of Wall Poisson's Ratio = 0.300 Top Stem Stem OK ft= 0.00 = Masonry in= 8.00 = #5 in= 16.00 = Center 21.48 1.000 7.60 3 ASD Calculations per ACI 318-05, ACI 530-05, IBC 2006, CBC 2007, ASCE 7-05 Project Title: Engineer: Project Descr: Project ID: Printed: 27 JUN 2013, 1:39P1.1 Cantilevered Retaining Wall ENERCALC, INC. 1983-2013. Buitd:6.13.6.21, Ver:6.1.63 Description: Design of 8' high free standing wall I Footing Dimensions & Strengths I I Footing Design Results I Toe Width = 2.33 ft .JQL. Heel Heel Width = 0.67. Factored Pressure = 776 302 psf Total Footing Width = 3.00 Mu': Upward = 2,008 0 ft-lb Footing Thickness = 18.00 in Mu': Downward = 1,047 5 ft-lb Key Width = 0.00 in Mu: Design Actual 1-Way Shear = 961 5 ft-lb = 3.13 0.01 psi Key Depth = 0.00 in Allow 1-Way Shear = 75.00 75.00 psi Key Distance from Toe = 0.00 ft Toe Reinforcing = #7 @ 16.00 in fc = 2,500 psi Fy = 60'000 psi Heel Reinforcing = #6 @ 16.00 in Footing Concrete Density = 150.00 pcf Key Reinforcing = None Spec'd Mm. As % = 0.0018 Other Acceptable Sizes & Spacings Cover @ Top 2.00 @ Btm.= 3.00 in Toe: Not req'd, Mu < 5 * Fr Heel: Not req'd, Mu < s * Fr Key: No key defined Summary of Overturning & Resisting Forces & Moments OVERTURNING RESISTING Force Distance Moment Force Distance Moment Item lbs ft ft-lb lbs It ft-lb Heel Active Pressure = 60.0 0.67 40.0 Soil Over Heel 0.2 3.00 0.5 Surcharge over Heel = Sloped Soil Over Heel = Toe Active Pressure = -600 0.67 -40.0 Surcharge Over Heel = Surcharge Over Toe = Adjacent Footing Load = Adjacent Footing Load = Axial Dead Load on Stem = Added Lateral Load * Axial Live Load on Stem = Load @ Stem Above Soil = 187.5 575 1,0781 Soil Over Toe = 117 Surcharge Over Toe = Stem Weight(s) = 672.0 2.66 1,789.8 Earth @ Stem Transitions = Total = 187.5 O.T.M. = 1,078.1 Footing Weight = 675.0 1.50 1,012.5 Resisting/Overturning Ratio = 2.60 Key Weight = Vertical Loads used for Soil Pressure = 1,347.2 lbs Vert. Component = Total = 1,347.2 lbs R.M. = 2,802.8 * Axial live load NOT included in total displayed or used for overturning resistance, but is included for soil pressure calculation. 8.1n Mas w/#5 ( 16.1n 0/c 6" 40% Pp= 225.# 11111W sf 187.5# 646.45psf Site Name: SDG&E Swallow Lane Site Number: SD34XC861 D Site Location: 1926 Swallow Lane Carlsbad, CA Date: September 23, 2013 Revision No.: A Structural Analysis Of Antennas Wind Load on Power Line monopole for Sprint RECEIVED JUL 30 2014 CITY OF CARLSBAD BUILDING DIVISION MSA Aiddteclure & P1aIng 3194 Airport Loop Drive, Suite C L Costa Mesa, CA 92626 Office: (949)251-1117 Fax: (949) 251-1120 C#IqO 7Z_ INTRODUCTION At the request of Sprint, MSA has performed a structural analysis of the antennas wind load for the proposed antennas installation on the 125' —4" tall SDG&E power line monopole located at 1926 Swallow Lane., Carlsbad, CA 92009. DESCRIPTION It is proposed to install three (3) RFS APXV9ERRI8- antennas (72"x 11 .g"x7.95", 62 lbs. each. 1 per sector, 3 sectors total) at 47'- 4" above pole's base plate and three (3) Alcatel- Lucent RRH (25"x 11.1 "xl 1.4". 60 lbs. each, I per sector, 3 sectors total) at 41'- 6" above pole's base. Antenna and RRH mounting pipes are mounted on pole with universal mounting rings at elevation 47'- 4" and 41'- 6" above pole's base respectively. The three (3) new I 1/4' cables will be mounted outside of existing monopole. An analysis was performed for the wind load on antennas, RRWs, mounting, cables to determined forces and load components induced by the proposed appurtenances on the monopole structure. CRITERIA The analysis was performed per the requirements of the TIA/EIA-222-G standards for 85 mph basic wind speed, three second gust without ice using RiSATower Software. The antennas were analyzed with the proposed configuration of antennas and cables. The design calculations follow. Page 1 PROVISIONS OF ANALYSIS & DISCLAIMER The analysis and the conclusions contained in this report are based only on information obtained from Sprint (the Customer). SDG&E and site investigation. MSA declines any responsibility for damages that resulted due to poor construction. V Page 2 R!S4 Tmvc'r Job Page 125'-4" SDG&E Steel Pole # Z718327 I of 7 MSA Architecture & Planning Project Date 3194 Airport Loop Drive Suite Cl SDS34XC861 D Swallow Lane 03:16:1709/23/13 Client Designed by (osla 'tiesi,. (l 92626 Phone: f940251-ll Sprint Y.I. MX: (949)251-1121) I Tower Input Data 1 This tower is designed using the TIA-.222-G standard. The following design criteria apply: I. Tower is located in San Diego County. California. Basic wind speed of 85 mph. Structure Class II. Exposure Catcgory C. S. Topographic Category I. Crest Height O.00() ft. Pressures are calculated at each section. Discrete Tower Loads Description Eace Offset Offsets. A,nnuh Placement CAA C.44.4 11e1'lit or Type Hor Adjustment Front Side I.cg Lateral (cr1 /7 C ft Ii? 1 K ft ft APNV9ERR IS-C Antenna A From Face 0.500 0.000 47.170 No Ice 8.260 7.533 0.115 with mounting pipe 0.000 (Sprint) 0.000 APXV9ERR I" Antenna 13 From Face 0.500 0.000 47.170 No lee 8.260 7.333 0.115 with mounting pipe 0.000 (Sprint) 0.000 AI'XV9ERRIS-C Antenna C From Face 0.500 0.000 47.170 No Ice 8.260 7.533 0.115 with mounting pipe 0.000 (Sprint) 0.000 1900MHz RRIi with A From Face 0.500 0.000 41.500 No Ice 2.698 3.133 0.100 mounting pipe 0.000 (Sprint) 0.000 19(10Mhz 8811 with It From Face 0.500 0.000 41.500 No Ice 2.698 3.133 0.100 mounting pipe 0.000 (Sprint) 0.000 1900M1z 8811 with C From Face 0.500 0.000 41.500 No Ice 2.698 3.133 0.1011 mounting pipe 0.000 (Sprint) 0.000 Andrew MC-RM 1550-3 Universal Ring Mount (Sprint) Andrew MC-881050-3 (Iniversa Ring Mount (Sprint) C None C None 0.000 47.170 No Ice 2.917 2.917 0.260 0.000 41.500 No lee 2.333 2.333 0.115 13 RIS1 Tower Job Page 125-4" SDG&E Steel Pole # Z718327 2 of 7 MSA Architecture & Planning Project Date 3194 Airport Loop Drive suite ci SDS34XC86ID Swallow Lane 03:16:17 09/23/13 Client Designed by Costa Alesa, CA 92626 Phone: (949)251-11"-1 Spnt Y.I. i:ix (949)251-1120 I Discrete Appurtenance Pressures -No Ice GH = Description Aiming .l:imuih JJ'eigh, K. q: psf C,Ac Front iY ('.Jl Side fi' APXV9ERRIK.0 300.000 0.1l5 Offset, F-40.872 -l.5Il 47.170 1.080 18.985 8.260 7.533 Antenna with mounting pipe APXV9IRR111-C 60.000 0.115 1.511 47.170 1.080 18.985 8.260 7.533 Antenna with mounting pipe ,tPXV9IRRI8-C 180.000 0.115 0.000 1.744 47.170 1.080 18.985 8.260 7.533 Antenna with mounting pipe 1900Mhz RRII with 300.000 0.100 -1.537 .0.888 41.500 1.052 18.480 2.698 3.133 mounting pipe I900MhIzRRhlwith 60.000 0.100 1.537 -0.888 41.500 1.052 18.480 2.698 3.133 mouflhing pipe 1900Mhz KRII with 180.000 0.100 0.000 1.775 41.500 1.052 18.480 2.698 3.133 mounting pipe Andrew MC.RM1550-3 0.000 0.260 0.000 0.000 47.170 1.080 18.985 2.917 2.917 Universal Ring Mount Andrew MC.RR1050.3 0.000 0.115 0.000 0.000 41.500 1.052 18.480 2.333 2.333 t'nivcrsa Ring Mount Sum 1.020 Weight: F= qZGIICAAA q,.= fl.00256KzV 2/a Kz= 2.1 )1 Note: All caics. are bascd onTLA.222-13 Standard and performed by Risa Tower software automatically. Weight of the antenna with mounting pipe and mounting brackets Antenna: 62 lbs. 2 7/8 old antcnna mounting pipe (7 long) = 5.790 = 40.53 lbs. Antenna mounting kit: 7.49 lbs. Total: 62+40.53+7.49 = 110.02 lbs. Use 115 lbs. Weight of the RRH with mounting pipe and mounting brackets RRH: 60 lbs. 2 718 old RRH mounting pipe 0' long) = 5.790 = 17.37 lbs. RRH mounting brackets: 16.5 lbs. Total: 60+17.37+16.5= 93.87 lbs. Use 100 lbs. RIS.1 Tower Job 125'-4' SDG&E Steel Pole # Z718327 Page 3 of 7 MSA Architecture & Planning 3194 .11rport Loop Drives, DriveSuitc C1 Project S0S34XC861 D Swallow Lane Date 03:16:17 09/23/13 (0s10 Mcxc. (,I 92626 I'hong: 949)25I.11- ILV: (949)251-112'j Client Sprint Designed by Y.I. Discrete Appurtenance Vectors - No Ice .41'XI'9ER1118.('.4ntcnna with mimeflug pipe. Eleivlion 47.,;'. From Face .4 Wind Torque l:in,ulh 0 0.086 0.136 .0.007 -0.161 IP.11h7tk -C.4nt.nna with mounting pipe. hievalion 47 17 - l'rom Face H Wind l. F, I , I Torque .'l:unuih K K K K kin-ft 0 0.086 0.1361 0.007 .0.161 0.238 [ .4PXI'WIIiR - 8-C.4n1enna with raounhng pipe - Elevolrnn 4 17. Fmm Face C Wind F l I', Torque el:unuih K K kip-fi 0 0.172 0.0001 0.000 .0.1721- 0.000 l9OO1H: RRH with mounhng pipe - Elevation 41.5-From Face .4 Wind F, I Torque Azimuth K K K k,p.Ii 0 0.027 0.055 0.004 .0.061 -0.098 IYOWP1: R.Rl1 with nlm.ru.lg pipe - Elevaflor 41.3 -From Face H Wind F.I Torquu :limulh K K ktp-Ii 0 0.027 0.055 .0.004 .0.061-F--- 0.098 I1)0O.tIH:RF1II with nlnunng pipe - l(Ie,'afln,, 41.5 - From Face C Wind I F. I Torque .I:im,tih K kip-fi 0 0.055 0.0001 0.000 -0.053 0.000 .4ndrewMC'.R$ll5SO.3Universaling Mount. laevot,on 4717 - tt'one C Wind F. Torque zininth K K K K kin-Ii 0 0.061 0.000 0.000 .0.061 j 0.000 .4nd,w IC-RRIOSO.3 Unr'erso RiiMounl - E'cvalion 31.5-None C 1I1nd F. F, I I- Torque I:,,nu,h kip-li 0 0.0471 0.000 0.0001 -0.047 0.000 R1S .1 Job 125-4" SDG&E Steel Pole # Z718327 Page 4 of 7 MSA Architecture & Planning 3194 Airport Loop Drives Drive Nitile CI Project SOS34XC86ID. Swallow Lane Date 03:16:17 09/23/13 Costa A1ess. Of 92626 Phone: (949)251-11" I•.L (949)251-1120 Client Sprint Designed by Y.I. I 'Discrete Appurtenances at 47.17' elevation Totals - No Ice -. Wind I, r, Total we,ghl.i' Torque ,Iann,lh I I K K K kip-fl 0 0.000 -0.590 0.6051 0.000 I Discrete Appurtenances at 41.5' elevation Totals - No Ice - IflnJ I-, I Total weight. I ' Torque .I:m,ulh I K K K kip-fl 0 0.0001 42241 0.4151 0.000 Note: Vx. Vz - total forces on pole at connections. Antennas and RRHs arc symmetrically mounted to pole and no additional bending moment created. -7 RIS'-1 Tower Job 125-4" SDG&E Steel Pole # Z718327 Page 5 of 7 MSA Architecture & Planning 3194 Airport Loop Drim-Sraite Cl Project SDS34XC86I D Swallow Lane Date 03:16:17 09/23/13 Costa Mesa. 01 92626 Phone: (.949)251- 11 l:Lv: (949)251-112') Client Sprint Designed by V_I. Feed Line/Linear Appurtenances - Entered As Area Description Face ,llloii' Component Placenient Face Lateral t - (rh, or Shield Type Offset Offset Leg ft in (Frac FJJ) j12.ji p/i (1-114 II No CaAa (Out OfFace) 42.000 -0.000 2.000 0 3 No fee 0.155 1.100 Uihrytic cable) (Sprint) Feed Line/Linear Appurtenances Section Areas -. Tower lower Face 011 A, - C.44 Weight Section Elevation Out Face ft 112 ft, 12 K 1.2 42.000.0.000 A 0.000 0.000 0.000 0.000 8 0.000 0.000 19.530 0.139 C 0:000 0.000 0.000 0.000 I Feed Line Pressures and Forces - No Ice - Wind Normal To Face 1 Gil = 1.100 Section KZ q, F Shielding C'AA, F w Elevation a factor Out c K. Face jzsf e ______ /12 lbs p/f 1,242.000- 21.232 0.913 16.127 A 1.0 0.000 0.000 0.000 0.000 13 0.75 19.530 260 6.19 C 1 1.01 0.000 0.000 0.000 F= qSGIICAAK.I q5 0.00256KzV 21a 2.01('Jz1t) Vejg$fl of the cable support bracket assembly: Cable support bracket: 2.3 lbs. Use 3 lbs. Cable clip for I W'cahle: 0.1Ilb. 3 clips: 0.33 lbs. Use oi lbs SS Handing: 10- 0.5311's. Use 1.511's. Total weight: 5 lbs. -7 to NOW All eulm are based onTlA-222.G Standard and Cable weight per support: (weight ofthe3 cable)l . 1. 1 x3x4m 13.2 lbs. Use 14 lbs. Performed by Rise Tower soltwar automatically. Total weight per support: 5+14=19 lbs. Total weight: 19x10= 190 lbs (10 number of the cable support) Wind force at support (4' max. spacing): wl = 6.19x4= 24.76 lbs. Use 25 lbs. Total Wind force. F=260 lbs. Cable attached to monopole by cable supports at each 4. Cable supports transferred forces from cable to monopole. So. at elevations 4.8'.12.16 and so on will be applied horizontal wind load 25 lbs. and vertical dead load 1911's. Ilte additional bending moment at each support due to eccentricity of the cable dead load will be: M = 19N(1.5+0.25)= 34 lb-ft. at each support. Where: 1.5 radius of the pole at bottom, plate. 3 0.25 conservatively taken distance from cable center line to monopole face. The total bending moment at pole base due to eccentricity of the cable dead load will be: M= 34x10 =340 lb-ft. The additional torque moment at each support due to eccentricity of the cable wind load will he: M= 251.75+ 44 lb-ft at each support The total torque moment due to eccentricity of the cable wind load will be: M= 260x1.75 - 455 lb-ft. RISA Tower Job Page 125-4" SDG&E Steel Pole #Z718327 6 of 7 MSA Architecture & Planning Project Date -- 3194AirportLoopDrive Suite C1 SDS34XC86ID Swallow Lane 03:16:17 09/23/13 Client Designed by Costa Mesa. Cu 92626 Phone: (949)251-1177 Sprint 1 Y.I. FAX: (949)251.1120 Load components induced by the Antennas. RRH's. Mounts, Cable On the Monopole Structure (SD34XC961D. Swallow Line. 12514" SDG&E Steel Pole #Z718327 (1 Lonaitudinal I I I Transfers (I so-,. Transfers(0) I 125'4" Universal Longitudinal (270) Mounting Pipe 11, Ring Mount Antenna n -. 590 lbs. Longitudinal (90') vs.. 5901bs.Trazssfers(0 RRH 1 590 lbs. Transfers (180') •E—ç-- r r Universal Ring Mount I, -' 590 lbs. Longitudinal (270 -' 47'-2" Cable •. I i_-- Mounting Elevation 605 lbs. Vertical \t.. 4P.6" Cable support.. -( A Load coinnonents on We at elevation 47'-2" I .1 ••'' f.... _. ..---.---• 224 lbs. Longitudinal (90') 224 lbs. Transfers (180') t i 224 lbs. Transfers (o: Wind force at each cable support =25 lbs. Total Wind Force =260 lbs.4 lbs. Longitudinal (270';. Dead Load at each support = 19 lbs. Total dead load= 190 lbs. 415 lbs. Vertical Additional bending moment at each support due to eccentricity of the cable dead load = 34 lb-ft. Total bending moment at pole base = 340 lbs Additional torque moment at each support due to eccentricity of the cable wind load = 44th-ft. Total torque moment at polo base = 455 lb-ft. Load comoonents on pole at elevation 41'- 6" Note: Conservatively use same wind force for all wind directions 1 RISI Tower Job 125-4" SDG&E Steel Pole # Z718327 Page 7 of 7 MSA Architecture & Planning 3194 ..IsrporI Loop IN-smState ci Project SDS34XC861 D Swallow Lane Date 03:16:17 09/23/13 Costir % Iwa. 01.92626 Phone: 949) 231-!I'Y i•:.tv (949)251-1120 Client Splint Designed by Y.I. Proam Version 5.3.1.0-1/1612009 FiI:C:/1rsrs/Yurvil)oeument./SDG&E/Spiin1 SI)34XC561D!Calculalions/S034XC561 (SDU&E Steel PoIeeri APPENDIX ' 7 Referenced Documents aIace I .g;it 114.,.. 1.4! ,,,.,,i.Fl.b;Jba ?...,•4•raik _I'414flt'l*Ifl, 3. •,rnlP't.,. . n.i . .. •'• ImAv I .pt..*t* K'lijt .* E RAM SPECFICAT1ON c-ni-..... rcQ,fl - II T '•NEW PANEL ANTENNA SPECIFICATION 2 CHAIN- UNK LID DETAILS pAr Sphnt ---3: '':..r7' a. !..* • .... -. —.______ — i-.,,ja E—C. *41, W.i? :..j- ' . I F •...!lI. , •.:..'4, I•$111 LI .a .1.1. 'P '.,tC — 't'tII••.' •L•dl 'L LILIOL • Ak*,.,,* * I*I4 MIII AL. 4nfll..... C'I....EP C C-4n.,Lqn ;:'at . ,..2L.".'H ,,Pl•. -.... , I,..l -,i%'•"w'dI't ,.o' -. c-tea'. aibwlEr: 4116 1 I ..—• LI) •0 ' — _!J r 1' '•_..' SlIr.1 ti .• 1 0 . A6 ::• :1• TABLE 3 Availability of Steel Pipe and Structural Tubing According to ASTM Material Specifications Fy Fu Shape Minimum Minimum Yield Tensile STM Stress Stress Square & Steel Specification Grade (ksi) (ksi) Round Rectangular Availability Electric- A53 B 35 60 NC 3 Resistance Welded Type E - Seamless Type S B 35 60 Note 3 A 33 45 j.- Note I B 42 58 Note I C 46 82 Note Cold Formed A500 - A ______ 39 45 _____________________________ Note B 46 58 Note C 50 62 ' . - Note Hot Formed A501 - 38 58 - Note I 50 70 ':Noteli High-strength A618 U 50 70 Note 1 Ill 50 65 Note 1 , Notes: Available In mill quantities only: consult with producers. Normally stocked In local steel service centers. Normally stocked by local pipe distributors. DAvailabie. t]Not available. PIPE - * Dimensions and properties Dimensions Weight Properties per Ft Nominal Outside inside Wait Lbs. s Schedule .4 Diameter Diameter Diameter Thickness Plain In.2 in.4 In. 3 In. No. In. In. in. in. Ends - Standard Weight 1/2 .840 .622 .109 .85 .250 .017 .041 .261 40 3/4 1.050 .824 .113 1.13 .333 .037 .071 .334 40 1 1.315 1.049 .133 1.88 .494 .087 .133 .421 40 11/4 1.660 1.380 .140 2.27 .669 .195 .235 .540 40 1'/a 1.900 1.610 .145 2.72 .799 .310 .326 .623 40 2 2.375 2.087 .154 3.65 1.07 .666 .581 .787 40 r2% 2.875 469 1.70 1.53 1.06 .947 _40 3.500 3.068 .Q3_ .t .216 2.23 3.02 1.72 1.16 T 40 31/g 4.000 3.548 .226 9.11 2.68 4.79 2.39 1.34 40 4 4.500 4.026 .237 10.79 3.17 7.23 3.21 1.51 40 5 5.563 5.047 .258 14.82 4.30 15.2 5.45 1.88 40 6 6.625 6.085 .280 18.97 5.58 28.1 8.50 2.25 40 8 8.825 7.981 .322 28.55 8.40 72.5 16.8 2.94 40 10 10.750 10.020 .365 40.48 11.9 161 29.9 3.67 40 12 1 12.750 1 12.000 1 .375 1 49.58 1 14.8 279 43.8 4.38 - Extra Strong 1h .840 .546 .147 1.09 .320 .020 .048 .250 80 V4 1.050 .742 .154 1.47 .433 .045 .085 .321 80 1 1.315 .957 .179 2.17 .639 .106 .161 .407 80 11/4 1.860 1.278 .191 3.00 .881 .242 .291 .524 80 1'/2 1.900 1,500 .200 3.63 1.07 .391 .412 .605 80 2 2.375 1.939 .218 5.02 1.48 .868 .731 .766 80 21/ 2.875. 2.323 .276 7.66 2.25 1.92 1.34 .924 80 3 3.500 2.900 .300 10.25 3.02 3.89 2.23 1.14 80 3½ 4.000 3.364 .318 12.50 3.68 8.28 3.14 1.31 80 4 4.500 3.826 .337 14.98 4.41 9.81 4.27 1.48 80 5 5.563 4.813 .375. 20.78 6.11 20.7 7.43 1.84 80 6 6.625 5.761 .432 28.67 8.40 40.5 12.2 2.19 80 8 8.625 7.625 .500 43.39 12.8 106 24.5 2.88 80 10 10.750 9.750 .500 54.74 16.1 212 39.4 3.63 60 12 12.750 11.750 1 .500 1 65.42 19.2 382 1 56.7 4.33 1 - Double-Extra Strong 2.375 1.503 .436 9.03 2.66 1.31 1.10 .703 - 2½ 2.875 1.771 .552 13.69 4.03 2.87 2.00 .844 - 3 F2 3.500 2.300 .600 18.58 5.47 5.99 3.42 1.05 - 4 4.500 3.152 .674 27.54 8.10 15.3 6.79 1.37 - 5 5.563 4.083 .750 38.55 11.3 33.8 12.1 1.72 - 6 6.825 4.897 .864 53.16 15.6 66.3 20.0 2.06 - 8 8.625 1 6.875 1 .875 172.42 21.3 162 137.6 2.78 - 1 The listed sections are available In conformance with ASTM Specification A53 Grade B or ASOI. Other sections are made to these specifications. Consult with pipe manufacturers or distributors for availability. AMEIICMI INSTIT1ThE oiF STEEl. CONSIRUCTION I AMERICAN IxsmuTE OF STEEl. CONSTRUCTiON APM40 Series Installation and Ordering Instructions 4 General Descri ption 0 ic RFS APMiO iuuuntinq kits are 'uitabk for all base station nhr'niir do to I 6m in lc•nllth Benefits Oiic ntctiint kit fits ,ill IhNSInglP illuLii)l kit can be used on the RFS range of CDMA800. G'IjqjO (SM)800 PC1900 UMTSflOO 40d all iiiultil)artd (Wil(fl1l.4S C (iitV('iii(i it. Oriv I ii)(leCl Adjustinvill !lt§% iic• ksitjit tncoiporatc's self-aptivated bolts to allow a rut oqc'r to cd'.uly aflit is) I i'di ir; one hand A iitqk flexible mount sytcm flit one system sncurporutes all options required for optimal .iducti ncnt f151h111ty Features A t)d%i( direct itfl)UF't kit which can have added Optiiat htiiui sliding tilt iiiount for mechanical downtit Optional ussois till for fixed at mast (or wall) downtilt Optional ayimutl i adItistment independent of mast All kit,.,iry tuy titiradc'.Ihtc: Pu1ic.• il,tiuicl(r bfl-1)0 mm. or 30-60nimit with optional adapter WdIl mount ()l)IiC)n Mirh,iiiical (kWvfltilt 0-7 Y for I bn .intcnnas t140' fur lot ,titt(i)ild5 0- S for 1 mi anIvimm I\intiilh .tdui;tiitent ii)) to 44-30 'i(vnl It iit()l( Idt(i!(,itt)r Siiit.titk' Itt' iiicluclru.il and marine environments Antenna Suffix of Mounting ..............jype ilitin Mougj_.. paK ii jL p ----- Ajit1iic APM40-1 &APM4O-E3 r 8.ini it APM40.2 / APM3O-3/ l\PMdf I 0 31-i C - P..u1 dwjjiItiIIi! APM40 2 & AP1040E3 - - ..._P1!!uL.LiL1cc(1i vriciave APM40-2& fP44042 - P.r-trii it: wi-h qfiji min ai ,I.ci,i -- ___APM40-2 H APM40:(7&APLi - - CmrI.u. iii.pilare tti APM4O AP104044 I'ki nin: Li - Pii* itJi ii In: 30-60.uini ii!i*c - - APM4O-(6 id. )ki IIi I Mechanical Specifications ii I .n It. f47 491 Rcan ii: Li .P40-2 54 11 91 Beam ii hr APM40-3. APM40-3H1) IS 95' P.p.ini it Li 4R440.4 i 8 14o,oiiec hi \un,:n:uiii. (-aittf.r: ', i-.sLmr: i..i-) VV .fl.imirii,:i. 1250i200s10(492%79271Bi,ii II Li 90 '200 x 70.374 79, ' 8 APM40.4 Beam ii 730s 200x4528.7 y 79. I inir, Li- - r.1 I,.ii'unt: ii., ii: it P6.4,1C I., .. Imel. I 13ijtin 0.75 AF Siick 1318 niuvi- I'ølsnir'nr:tic::. RFS The Clear Choice" Universal Mount Kit ANAI-702lss7 Print Date: 2 Please visit us on the Internet at http:IIwww.viswortd.com RAW F1qup,i...ms -t '.7 — .'.. I _•,• .:•!.I ...i- I 41 I r - .._.__ . I L. rr1L. . - -__________________ - _________ -ç C L. I I. - - . I.. I .L .]I.( I • I '}' I•? •'• t-)JLI - I. LLj,. -II 1 - .—I •;—i i:.. 7 MO H. — — -- III. rX2 7.;I57. dv.. a. 6•x IWXT.WIU32 NIt rxrxr.wM335m. II TN4P.WN374 (TX IsrX1y.w,I rX,)rX.rW.I3 1xrxc III 1211 (IN I. N IX —N ftinsoaft SI 50 30 MdWMd 11. 000300110 W0 FWMV ¶001. 100 30 0 ON I1.001 NMVXI1. COMMSC. PE MC-RM 1550-3 Universal Ring Mount, 15 in to 50 in OD Mounting Diameter, maximum 1270.0 mm I 50 in Mounting Diameter, minimum 381.0 mm I 15 in Height 254.0 mm I 10.0 in Length 152.4 mm I 6.0 in Mounting Circumference, maximum 3990.3 mm I 157.1 in Mounting Circumference, minimum 1196.3 mm I 47.1 in Weight 117.9 kg I 260.0 lb Width 736.6 mm I 29.0 in Wind Rating 140 mph (BWS) at 150 ftAGL I 160 mph (3-second gust) at 150 ft AGL usinc. Exposure 0 per FBC Wind Rating Criteria Four 72 in x 8 in panel antennas per sector Wind Rating Test Method TIA/EIA-222 Product Type Universal ring mount Includes Mount I Threaded rod Material Type Hot dip galvanized steel Mounting Monopole, 381-1270 mm (15-50 in) OD Package Quantity 1 Sectors, quantity 3 Agency Classification ISO 9001:2008 Designed, manufactured and/or distributed under this quality management system Wind Rating BWS—Base Wind Speed; FBC—Florida Building Code All i:ii,i; ue_ovel. All jyI.irI Zid,'il'.d by IM ofe iili.d iioderr,irl;, •.sc.tlieIy, c.:.rnm.::p 01 All :po ir.,Iu:ns u.. :.bjc.i :iiho.' r:.tic' e'w.w,..:ornmxo-.cr.m :r th rn;i(urreni intorrno'io', R.vis •\ugui 7, 'O l3 Au' I. 01 COMMSC PE ANDREW MC RR 10503 Three Sector Dual Radio Ring Mount Mounting Diameter, maximum 1270.0 mm I 50 in Mounting Diameter, minimum 254.0 mm I 10 in Pipe Outer Diameter 60.3 mm I 2 3/8 in Height 203.2 mm I 8.0 in Length 152.4 mm I 6.0 in Mounting Circumference, maximum 3990.3 mm I 157.1 in Mounting Circumference, minimum 797.6 mm I 31.4 in Weight 45.7 kg I 100.8 lb Width 736.6 mm I 29.0 in Product Type Universal ring mount Includes Hardware I Mount Material Type Hot dip galvanized steel Mounting Monopole, 254-1270 mm (10-50 in) 00 Package Quantity 1 Sectors. quantity 3 ©. 0 I C.mrn . ." i.i! i_ IC_eIvOj All .:i1'uij: kie,Iili.d r.y Cn are reiired irroerr-rrI , ise:lety, •-.l Cc'-.rn -.i: r' All po liiio' i s.4. :ci I. dirge wiih.:,,i no c.: ww •:on:"xopo.ccrn icr the n,n•. c,;u'nt iilcrrraticn. evis.xI: li,l 2', 201 A..ij:i 2 ITEM PART NO. DESCRIPTION OTY. WEIGHT S 01%5; I IRMUSBG3.01 JROUND MEMBER BRACKET 1 IC 10.50 LBS ..V 70V DESC R '0 3V 1 J.\ A A. ...A%L I 2 ii Cv5 OThNN NQ Q OD e (9.5[240.53]) - . . \(VIIc . .• 1. ALL ME IRlU )IME 'JSIO\iS Ant: IN IRACKI IS. MOOT ORLAND PARK. 1L. 60462 Cable Accessories. I lunger Kits I IiSSC() OO 472 7373 hup:llwww.tessêo.comFproducts/displayProducts.do?familv kI•20 18408 Login I Register I WothSltost Find S S Clip-On Hangers With Hardware Hanger Kits Filter Results Less Detail Clip-On Hangers WIth Hardware The Clip Manger is second generation hanger system providing exceptional ease of use. Once the hanger is mounted to the support structure, the clip type lacking mechanism is easdy latched to kohl the coos lusty in place. Stemless steel cable grippers Me into cable jacket. Slatted (for banding) & 3 seg. hole. Screws, hex nuts end lock washers are included Ctp hangers are not intended for use with Andrew's AVA Virtual Air Cobb. Includes 10 each of 318 a 314 iister hoed screws, hex nuts and luck For use with corrugated or smooth wall cable. washers. ItemS N.maa5ewr ion price ouscriFt QtYi 13010 NIp. Pelt NO. Wt. (the) For NIp. We an Wgt. (Iw.) year Mc. Add Wireless Solutions list $16.30 a.. WS-CLHI2 For 112 cable. 1.05 3 Years 0.48 for Price 10 PACK Compare Wireless Solutions Lint $18.00 Add. WS-CLH78 For 718 cable. t.li 3Yeers 0.51 for Price 10 PACK compete Add Wireless Solutions IV list $18.00 WS.CLlI1i4 For I-1/4 cabin. 1.07 3Yoars for Price 10 PACK ....---.-.---- ------------ Compote * .. Add Wireless Solutions list. $19.40 WS-CLHISS For i-sir cable. 1.80 3 Years 0.85 for Pitt 10 PACK compete View worksheet Explore TESSCO Stay Informed Cuitomers & Now To Buy Manufacturers & Brands Comers Investors I I I I I 02013 TESSCO. All Rights Reserved. of 8118/20 L, 12:35 AM Wireless Solutions WS-CH 1114 Clip I longer Kit w/hardware, (I- l/4) i... http:/!www.tessco.comfprnducts/dispIavl'roduilnJi.do?sku=.U' lStl&eve... Login I Register I Wteheot Find >SKU# 463080 Wireless Solutions - Clip Hanger Kit w/hardware, (1-1/4") I I TESSCO SKU: 463080 Mfg Part#: WS.CLH1I4 QtyIUOM 10 PACK UPC:646444630801 I W7RELESS SOLUTIONS Clip Style Flinger for 1114" diameter Cablewae. COMMSCOPE or Etipen cable. Provides slot aid 31r mowting hole. Ireludes List: $18.00 mtg. hardware. Your Price: Add a' Tochrnc,d SIYc'. Similar Products Contract: Schedule: GS-35F-0548P The clip Fle,er is a second generation hanger system providing exceptional ease of use. Once the hanger is metaled to the support stnttwe, the clip type locking mectnrden Is easily latched Narrative to hold the coax firmly in place. Stainless steel cable grippers bite lite cable jacket. Slotted (for bardiy) & 31r mtg. hole. Screws, hex isis and lock washers are rahated. Clip targets are not intended for use with Andrews AVA Virtual Air Cable. Product Clip Cable Flonger Kit Description For 1-114r cable. Mfg. Years rranty Explore TESSCO Stay Informed Customers & Now To Buy Manufacturers & Brands Careers Investors I I I I I 02013TE5560.AflRlglnsResuved. 8/I8011 1:08 AM COMMSC . PE ANOIEW MT-640 Banding, stainless steel, 1/2 in, 100 ft IF Height 0.8 mm I 0.0 in Length 30.5m 100.0 ft Weight 2.4 kg I 5.3 lb Width 12.7 mm 1 0.5 in Product Type Banding hardware Material Type Stainless steel Package Quantity 1 Agency Classification ISO 9001:2008 Designed, manufactured and/or distributed under this quality management system t).'O I C.-MM.- f.11 -ili ;o;euveI All Ir'i :n.u1 - il-iil.ed by ci M ai- reiIArd Irr-4 s.c_heij, Cri,:-:.ç- All Pcr li• IiIn!c. s.,l-u-i-cl I: ci .iuigo wiih.,t ro'.c. ¶-e. wwi -:on 151 the -:.ju;eni urlc,,n,-jti ,r • vj.1 jul-1 . 1 1 Au.i I - HYBRIFLEXTM RRH Hybrid Feeder Cabling Solution, 1-1/4, Multi-Mode Fiber RrS' iIYBRWIEX Remote Radio Head (RRH- hybrid feeder cabling solution c3mb1ne5 Optical fiber and DC puvier for RRHs in a single lightweight aluminum corrugated cable. niakiricj it the v,nilcls most innovative solution for RRH deployments It via developed to ie(lirce installation complexity and costs at Cellular sites. HYBRIFIEX allows mobile upr'iatnrc deploying an RRH architecture to standardize the RRH installation l)rces and eliminate the need for and cost of cable grounding. HYBRIFLEX c.mhiie's tiptiCal fiber (multi-m'de or single-mode) and power in a single corrugated cable I; Pliminates the need for function boxes and can connect multiple RRHs with a sinqie feeder Standaid Rf S CELLFLEX accessories can be used with HYBRIFIEX cable Both flre-r. uririectoi ized and on-site options are available Alumim mi corrugated at mot with outstanding bending characteristics — minimizes. installation time and enables mechanical protection and shielding Outer wnductoi grounding — Eliminates typical grounding requirements and saves on installation costs Lightweight solution and compact design — Decreases tower loading Robust cabling — Eliminates need for expensive cable trays and ducts Installation of tight bundled fiber optic cable pairs directly to the RHH -Reduces CAPEX and wind load by eliminating need for Interconnection Optical fiber and grower cables housed in single corrugated cable — Saves CAPEXby standardizing RRH cable installation and reducing installation requirements Outdoor polyethylene jacket — Ensures long-lasting cable protection Figure 1: HYBRIFIIX Series Technical Specifications Oiii+i Ccndii i's Airnar Carruqaleci Aluminum [mm tinil 360,142t Aiu. •.r PEIUV Cstmnai jaCe' ower cube t!.litiiifltuiTi Bar C R.iian- Outtr cndticlar Aitrp)g ltzftm ,O/I000ttl 0.910 27 f'(.Reti',t.tuii.. 1iCi CliIe. 4 4mm •8AWG' (01km 410000ft) 2.1 iO 64 \ri ri Multi-mode — Ouintity, Film Coun1 5 pairs — $0/125 - I,u,ri.., It i,i •Ar.ivlate liuml — 245 buffer Iiu.inu.'t+r. NOnhlfl4I (pml 900 5eccuruul.uiv Pi.tpriir.ii, i.sck.Lunin4I 1mm Orill 2.0 (0.08) Sianrlvd: •i.iuu-•i. ..i e'.eeth' U194-VO. ijl 1666 -.-- RollS Compliant — - ---.. (mm (A''JGu)84i8, QuanhulvWuue Count - 814pairsi ______. -- - -.. .- - u' protected 19 -- (mmani)6 I _0241 Si.suuiarcI u1,Ir.rs or ecuerk. ICEA 5.95-658 iCEIS T.29.520 UL Type XiIHW-2 UL VW-i IEEE-383 119741 RollS Compliant I'C rrll .40 to +65-40 to 149! (c _'F)I -40to+651.40to 149' ii,,- •i ., u-. 1 .uiu,i -1*-u ii.'. .ui RFS The Clear Choices HBII4-1-08U4-M5J Please visit us on the internet at http/Iwww.dsworitcom Ju1.............. with a iaceI Figure 2: Construction Detail Rev: P3 Print Date: 28.1.2011 Radio Frequency Systems Structural Analysis Of Antennas Wind Load on Power Line monopole for pELt. Site Name: SDG&E Swallow Lane Site Number: 5D34XC861 D Site Location: 1926 Swallow Lane Carlsbad, CA Date: January 29,, 2014 Revision No.: B OFESS10. ro No.8 67 m EXP.331_. Jz j.31.1 1-' MU Architecture & Planning 3194 Airport Loop Drive, Suite Cl, Costa Mesa; CA 92626 Office: (949) 251-1117 Fax: (949) 251-1120 INTRODUCTION At the request of Sprint, MSA has performed a structural analysis of the antennas wind load for the proposed antennas installation on the 125' —4" tall SDG&E power line monopole located at 1926 Swallow Lane., Carlsbad, CA 92009. It is proposed to install three (3) RFS APXV9ERRI8- antennas (72"x1I .8"x7.95", 62 lbs. each, I per sector, 3 sectors total) at 471- 4" above pole's base plate and three (3) Alcatel- Lucent RRH (25"xl 1.l"xl 1.4". 60 lbs. each, I per sector, 3 sectors total) at 41'- 6" above pole's base. Antenna and RRH mounting pipes are mounted on pole with triple sector chain mount at elevation 47'- 2" and 41'- 6" above pole's base respectively. The three (3) new 1 1/4" cables will be mounted outside of existing monopole. An analysis was performed for the wind load on antennas, RRH's, mounting, cables to determined forces and load components induced by the proposed appurtenances on the monopole structure. CRITERIA The analysis was performed per the requirements of the TlA/EIA-222-G standards for 85 mph basic wind speed, three second gust without ice using RISATower Software. The antennas were analyzed with the proposed configuration of antennas and cables. The design calculations follow. Page 1 PROVISIONS OF ANALYSIS & DISCLAIMER The analysis and the conclusions contained in this report are based only on information obtained from Sprint (the Customer), SDG&E and site investigation. MSA declines any responsibility for damages that resulted due to poor construction. Page 2 RJSA Tower Job 125-4" SDG&E Steel Pole # Z718327 Page I of 7 i1SA Architecture Planning 3/94 ..lirpnrr Lou1, Drive. Stifle Cl Project c-'- SDS34XC86I D Swallow Lane Date 21:45:40 01/23/14 ('usia Mesa. CA 92626 I'hone: (949) 251=1177 F•I.t (949) 251=/Ill) Client Sprint Designed by Y.I. Tower Input Data I There is a pole section. This tower is designed using the TIA-222-G standard. The following design criteria apply: Tower is located in San Diego County, California. Basic wind speed of 85 mph. Structure Class II. Exposure Category C. Topographic Category I. Crest Height 0.000 ft. 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, feedline supports, and appurtenance mounts are not considered. Discrete Tower Loads. I Description Face - Offset Offsets: A:i,nuih Placement CtA l C,4, Weight or Type br: Adjustment Front Side Leg Lateral Vert ft a ft /,' ft2 K ft ft APXV9ERRI8-C Antenna C From Face 0.500 0.000 47.170 No Ice 8.260 7.533 0.115 with mounting pipe 0.000 (Sprint) 0.000 1900MHz RRH with C From Face 0.500 0.000 41.500 No Ice 2.698 3.133 0.100 mounting pipe 0.000 (Sprint) 0.000 Site Pro V Stand-Off, Triple C None 0.000 49.170 No Ice 0.750 0.750 0.080 Sector Chain Mount (Sprint) Site Pro I' Stand-Off, Triple C None 0.000 45.170 No Ice 0.750 0.750 0.080 Sector Chain Mount (Sprint) Site Pro P Stand-Off. Triple C None 0.000 41.500 No Ice 0.750 0.750 0.080 Sector Chain Mount (Sprint) RJSA Tower Job 125-4" SDG&E Steel Pole # Z718327 Page 2 of 7 ifSA Architecture & Planning 3/94 Airport Loop On ye. Suite , Project SDS34XC861 D Swallow Lane Date 21:45:40 01/23/14 (0510 tlesa. C.4 92626 Phone: (949) 251=1177 I4X: (949) 251=1120 Client Sprint Designed by V.1. I . Discrete Appurtenance Pressures - No Ice G=LJOO I Description Aiming .I:imuih Weight K O/Jset, ft Offset. ft ft K. Ib psI C..4 Front ff., Side I? APXV9ERR18-C 180.000 0.115 0.000 1.744 47.170 1.080 18.985 8.260 7.533 Antenna with mounting pipe 1900MHz RRH with 180.000 0.100 0.000 1.775 41.500 1.052 18.480 2.698 3.133 mounting pipe Site Pro 1. Stand-OfT, 0.000 0.080 0.000 0.000 49.170 1.090 19.151 0.750 0.750 Triple Sector Chain Mount Site Pro ISland-Oft 0.000 0.080 0.000 0.000 45.170 1.071 18.812 0.750 0.750 Triple Sector Chain Mount Site Pro I Stand-Ofl 0.000 0.080 0.000 0.000 41.500 1.052 18.480 0.75O .,. 0.750 Triple Sector Chain . Mount Sum 0.455 Weight: F= qZGHCAAA q= 0.00256KzV 2/a Kz 2.0l(7Jzg) Note: All calcs. are based on TlA-222-G Standard and performed by Risa Tower software automatically. Weight of the antenna with mounting nine and mounting brackets Antenna: 62 lbs. 2 7/8' old antenna mounting pipe (7' long) = 5.790 = 40.53 lbs. Antenna mounting kit: 7.49 lbs. Total: 62+40.53+7.49 = 110.02 lbs. Use 115 lbs. Weight of the RRH with mounting nine and mounting brackets RRH: 60 lbs. 2 7/8' o/d RRH mounting pipe (3' long) = 5.790 = 17.37 lbs. RRH mounting brackets: 16.5 lbs. Total: 60+17.37+16.5= 93.87 lbs. Use 100 lbs. Weight of the Triple Sector Chain Mount per one sector Weight of the Triple Sector Chain Mount per one sector: 221/3 = 73.7 lbs. ¼" galv. Chain, (3' long) = 1.70 = 5.1 lbs. Total weight: 73.7+5.1 = 78.8 lbs. Use 80 lbs. RISA Tower Job 125-4' SDG&E Steel Pole # Z718327 Page 3 of 7 MSA Architecture & Planning 3/94 ..Urporl Loop Drive. Suite CI Project SDS34XC86I D Swallow Lane Date 21:45:40 01/23/14 ('oslo Alesa. CA 92626 Phone: (949) 251=1177 !IX (949) 251=1120 Client Sprint Designed by VI. Discrete Appurtenance Vectors No. Ice. •.. . I ui,!,lnuu,,Iing pipe - Elecati,,,, 47.17- l'ri,,,, Puce C Wind F,, F, OTM, OTM Torque A:innilli o K K K K hip-f, kip-fl hip-fl 0 0.172 0.000 0.000 -0.172 -7.936 0.000 0.000 l'JIIIMIIl: Ilk!! with inowiti,ig pipe - E!evutio,, 41.5 -Em -Emn Face(! Wind F F, V. V. OTM. OTM, Torque .4:i,nwh K K K K kip-ft kip-ft kip-ft 0 0.055 U001 0.000 -0.055 -2.0981 0.0001 0.000 Site Pro I' Vtm,d-Off Triple Sector ( hai,, A.lou,,i - I:Ieuaiio,, 49.17 - Nnic C'_______________________ Wind F F. V. OTM, OTM Torque A:i,nwh K K K K hip-fl kip-fl kip-ft 0 0.016 0.0001 0.000 -0.016 -0.7771 0.0001 0.000 Site I'm / 'Sand-Off Triple Si' Wind F F, I', '[ V 0Th'!, OTM Torque .4:1mw!, I K K K K kip-fl hip-fl kip-ft 0 0.016 0.0001 0.0001 -0.0161 -0.7011 0.0001 0.000 Site Pro I 'tan,U)ft Triple Sector ('ham Mount - 'k'iaiio,i 41.5 - None Wind F. F, V. I' 0Th4, . 0Th'!, Torque Azimuth 0 K K K K hip-fl kip- kip-ft 0.015 0.000 0.000 -0.015 -0.633 0.0001 0.000 RISA Tower JOb Page 4 of 7 1254 SDG&E Steel Pole # Z718327 1$fS4 Architecture A Planning Project SDS34XC86I D Swallow Lane Date 21:45:40 01/23/14 3/94 Airport Loop Drire. Suite Cl Client Designed by C'osiu tfrsa. CA 92626 Phone: (949) 2511177 Sprint Y.I. FAX: (949) 251=1120 Discrete Appurtenances at 47.17' elevation Totals -No. Ice I ---. 11171141 I • 1.. Total weight. I's. Torque A:iuu'tlt K K K kip-ft 0.000 -2041 0.2751 0.000 Discrete Appurtenances -at OR elevation Totals:- No Ice .. Wind v, V. Total weight. J. Torque Azimuth K K K kip-ft 0.000 -0.70 0.180 0.000 Note: Vx, Vz - total forces on pole at connections. RJSA Tower Job Page 5 of 7 125'4" SDG&E Steel Pole # Z718327 MSA Archileclure & P/aiming Project Date 3/94 .hrporl Loop Drive. Stifle C SDS34XC861D Swallow Lane 21:45:40 01/23/14 Client Designed by Costa tlesa, CA 92626 Phone: (949) 25!1177 Sprint Y.I. r--..IX. (949) 251! 120 Feed LinelLinear Appurtenances - Entered As Area. I Description Face Allow Component Placement Face Lateral 4 CAI Weight or Shield Type Offset Offset Leg •ft in (Frac FlY) Ji2/fl piT (1-1/4 B No CaM (Out Of Face) 42.000 - 0.000 2.000 0 3 No Ice 0.155 1.100 Ilibrytlex cable) (Sprint) FeedineILinear AppurtenancsSectiOn Areäs. . . . . Tower Tower Face .4, Weight Section Elevation Out Face ft p1 ft2 K U 42.000-0.000 A 0.000 0.000 0.000 0.000 B 0.000 0.000 19.530 0.139 C 0.000 0.000 0.000 0.000 I .. - FCedLine Pressures and Forces.- NO.Ice-WindNOrmal.To Face I G=I.,Oo Section = qz 7 Shielding c..4;1 F it, Elevation a factor Out C K. Face ft ft - psf e ft2 lbs plf U 21.232 0.913 16.127 A 1.0 0.000 0.000 0.000 42.000-0.000 B 0.75 19.530 260 6.19 £ 1.01 0.000 0.000 0.000 F= . Weight of the cable support bracket assembly: Cable support bracket: 2.3 lbs. Use 3 lbs. 2 Cable clip for I '/4" cable: 0.11lbs. 3 clips: 0.33 lbs. Use 0.5 lbs. q= 0.00256KzV 2/a SS Banding: ID'- 0.531bs. Use I .51bs. Total weight: 5 lbs. Kz 2.01(7/zg) Note: All calcs. are based on TIA-222-G Standard and Cable weight per support: (weight of the 3 cable)l = 1.1x3x4= 13.2 lbs. Use 14 lbs. Performed by Risa Tower software automatically. Total weight per support: 5+14=19 lbs. Total weight: 19x10 190 lbs (10 number of the cable support) Wind force at support (4' max. spacing): wi = 6.19x4 = 24.76 lbs. Use 25 lbs. Total Wind force, F=260 lbs. Cable attached to monopole by cable supports at each 4'. Cable supports transferred forces from cable to monopole. So, at elevations 4',8',12'.16' and so on will be applied horizontal wind load = 25 lbs. and vertical dead load = 19 lbs. The additional bending moment at each support due to eccentricity of the cable dead load will be: NI = 19x(1.5+0.25) = 34 lb-ft. at each support. Where: 1.5'— radius of the pole at bottom plate. 3" = 0.25'— conservatively taken distance from cable center line to monopole face. The total bending moment at pole base due to eccentricity of the cable dead load will be: NI = 3400 = 340 lb-ft. The additional torque moment at each support due to eccentricity of the cable wind load will be: NI = 25x1.75= 44 lb-ft. at each support The total torque moment due to eccentricity of the cable wind load will be: NI = 260x 1.75 = 455 lb-ft. RISA Tower Job Page 6 of 7 125'-4' SDG&E Steel Pole # Z718327 111S.4 Architecture & Planning Project SDS34XC86I D Swallow Lane Date 21:45:40 01/23/14 3/94 Airport Loop Drive. Suite ci Client Designed by Costa tlesa. Cl 92626 Phone: (949) 251= 1177 Sprint Y.I. FAX: (949) 251=1120 Load components induced by the Antennas. RRH's, Mounts, Cable On the Monopole Structure (SD34XC86ID. Swallow Line. 125'- 4" SDG(lE Steel Pole #Z718327) Lonaitudinal Transfers (180°) I rne 125'-4" Chain Mounting Pipe I I / Mount Antenna RRH .N °-T Chain Mount - 47'-2" Cable - " Ca e 48'-8 = 4I'" Cable support...,,,,— - 45'-8" 4' max. Wind force at each cable support =25 lbs. Total Wind Force =260 lbs. Dead Load at each support = 19 lbs. Total dead load = 189 lbs. Additional bending moment at each support due to eccentricity of the cable dead load = 34 lb-ft. Total bending moment at pole base = 340 lbs Additional torque moment at each support due to eccentricity of the cable wind load =44 lb-fl. Total torque moment at pole base = 450 lb-ft. Longitudinal RISA Tower Job Page 7 of 7 1254' SDG&E Steel Pole # Z718327 MSA Architecture & Planning Project Date 3194 .Urporl Loup Drive. S,iiie c, . SDS34XC861D Swallow Lane 21:45:40 01/23/14 Client Designed by cusia tIesa. C., 92626 Phone: (949) 251=1177 . Sprint Y.I. FAX:_(949)_251=1120 Program Version 5.3.1.0 - 1/16/2009 File:C:/Users/Yury/Doeuments/SDG&E/Sprint SD34XC861D/Rev. 13/SD34XC861 (SDG&E Steel Pole, rev. B).eri MSA Architecture Planning Load Induced by Antennas and Chain Mount Vertical Load *Dead Loads (Weight of the chain mount with antena and mounting pipe per one sector) DL= 275 lbs From RisaTower Output data Lateral Load Wind Loads (Total wind load on chain mount with antena and mounting pipe per one sector) F= 204 lbs. From Risalower Output data Wind load conservativly taken same for all wind directions Antenna mounting pipe El 48-8 Antenna Fz Fx Fx Fz Fy V My Mx Mz 41l_/1 x z Fx = F = 204 lbs. Fz = F = 204 lbs. Fy=DL= 275 lbs. Supp. point 1 I h=3.0 Supp. point 2 El 45-8" Additional Moment due to Dead Load eccentrici Mz=Fy(L1)=275(1.25)= 343.8 lb-ft. Additional Forces due to Dead Load eccentricity F'xl=-F'x2=Mzih=344/3.0 115 lbs. F/2 = 102 lbs Fy/2 = 138 lbs Monopole shaft R= 1.50 ft. h = 3.00 ft. L1= 1.25 ft LR+L1 1= 2.75 ft. MSA Architecture Planning Load Induced by RRU's and Chain Mount Vertical Load *Dead Loads (Total weight of the chain mount with RRU's and mounting pipes) DL= 180 lbs From RisaTower Output data Lateral Load *Wind Loads (Total wind load on chain mount with RRU's and mounting pipes) F= 70 lbs. From RisaTower Output data Wind load conservativly taken same for all wind directions RRU's mounting pipe V My M Mx z z Fx = F = = 70 lbs. Fz = F = 70 lbs. Fy = DL = 180 lbs. Us Monopole i< R Li > L = R+LI L= 2.83 ft. onal Moment due to Dead Load eccentricity - j(LI) = 180(1.33) = 239 lb-ft. Additional Forces due to Dead Load eccentricity F'xi = - F'x2 = Mzlh = 239/3.0 = 80 lbs. MSA Architecture Planning Loads Induced by antennas and chain mount. Chain mount elevation at 48'-8" Wind Along the tower arm A t North Conductor - 02=60" y lix 12z My X Fx2 Mz Ff2 - - -. -. 12x )Z rx - -. - - - J3x Additional Forces at connection Fzi AF'xF'x ................. .-. - -. -. -. - - ..... -. -• - -. - - due to Dead Load eccentricity: - -. Ff2 i - - - - z3 Fx = uS lbs R: radius of the pole 01=60° - lix = R*cosOl Fx1 = F/2+FX1 Fx3 liz = R*sinOi Fx = Fx1+Fx2+Fx3 liz Fzi = FIx*sin0l Fz = Fz1+Fz2+Fz3 / 03=300 F'xl = F'x*cosOi M'yi = Fzi*lix 13z Fzi = Fx*5in01 Myl Fxi*llz Lind My = Ff2 lbs Fy12 lbs 01 deg. 02 deg. 03 deg. K ft lix ft 12x ft 13x ft liz ft 12z ft 13Z ft FXIL lbs Fx2 lbs Fx3 lbs 102 138 60 60 30 1.50 0.75 0.75 1.30 1.30 1.30 0.75 -57 57 -99 Fzi lbs FZZ lbs FZ3 lbs FX1 lbs Fx2 lbs Fx3 lbs FX lbs Fz lbs M'yl lb-ft M'y2 lb-ft M'y3 lb-ft iTT lb-ft iT lb-ft ?A/f lb-ft My lb-ft -99 99 57 45 159 3 207 57 74 74 -74 58 -207 -2.1 -77 Additional Bending Moment due to Dead Load eccentricity: y/2 lbs K ft Mxi lb-ft Mx2 lb-ft Mx3 lb-ft Mz1 lb-ft Mz2 lb-ft M8 lb-ft Mx lb-ft Mz lb-ft 138 1.50 -179 179 103 -103 103 179 103 179 Mxi= Fy/2*llz Mzi = Fy/2tllx Mx = Mx1+Mx2+Mx3 Mz = Mz1+Mz2+Mz3 MSA Architecture Planning Loads Induced by antennas and chain mount. Chain mount elevation at 45'-8" Wind Along the tower arm x Conductor North F'x . 02=600 lix Fx 2z - . . My .x2 Mz F/2 .-' —I2x \ ••%...._ )Z .. Fxl . - -. - - - .-. -. - - - -13x Additional Forces at connection. -. . --------- -.-.- - due to Dead Load eccentricity: - -. Ff2 - - .. Fx3 F'x = 115 lbs liz Fz1 R: radius of the pole F'x - - lix = R*cosOl Fx1 = F12+FX1 Fz3 liz = R*sin01 Fx = Fx1+Fx2+Fx3 01=600 13z Fz1 = FIx*sinOl Fz = Fzi+Fz2+Fz3 03=300 F'xl = F x*cos0l Myl = Fz1*llx Lind F'zi = F'xsinOl. Myl: Fx1*llz My = Myl+M'y2+M'y3+My1+My2+My3 I/2 lbs Fy12 lbs 01 deg. 02 deg. 03 deg. K ft lix ft 12x ft I3x ft liz ft 12z ft I3z ft F'T lbs Fxl lbs Fx3 lbs 102 138 60 60 30 1.50 0.75 0.75 1.30 1.30 1.30 0.75 57 -57 99 Fzi lbs FzZ lbs Fz3 lbs Fx1 lbs Fx2 lbs Fx3 lbs Fx lbs Fz lbs M'yl lb-ft M'y2 lb-ft M'y3 lb-ft Myl lb-ft i12 lb-ft My3j lb-ft My lb-ft 99 -99 -57 159 45 201 405 -57 -74 -74 74 207 -58 -1511 -77 Additional Bending Moment due to Dead Load eccentricity: Fy12 lbs K ft Mx1 lb-ft Mx2 lb-ft Mx3 lb-ft Mz1 lb-ft Mz2 lb-ft Mz3 lb-ft Mx lb-ft Mz lb-ft 138 1.50 -179 179 103 -103 103 179 103 179 Mxi= Fy/2*11z Mzi = Fy/2* lix Mx = Mxi+Mx2+Mx3 Mz = Mz1+Mz2+Mz3 MSA Architecture Planning Loads Induced by RRU and chain mount. Chain mount elevation at 41'-6" Wind Along the tower arm North Conductor 12z - 02=600 my x - •---c--1;1 Mx z \.• . - . - . -. --------------- 13x L - distance from center gravity RRU mount to \ 2x --------- .- - - . - . -pole center line . IF lixR*cOSOi Fx1F 01=60° .'. I liz = R*sin0l Fx = Fx1+Fx2+Fx3 - - ........ - .....1 My1:Fxlllz lix My = My1+My2+My3 liz 13z f Wind F lbs Fy lbs 01 deg. I 02 deg. 03 deg. 1 ft lix ft 12x ft 13x ft liz ft 12z It 13 ft 70 180 60 60 30 2.83 1.41 1.41 2.45 .2.45 2.45 1.42 FX1 lbs FxZ lbs Fx3 lbs Fx lbs Myl lb-ft My2 lb-ft My3 lb-ft My lb-ft 70 70 70 210 172 -172 -172 -172 Additional Bending Moment due to Dead Load eccentricity: Fy lbs L ft Mxi lb-ft Mx2 lb-ft Mx3 lb-ft Mzi lb-ft Mz2 lb-ft Mz3 lb-ft Mx lb-ft Mz lb-ft 180 2.83 -441 441 255 -255 255 441 255 441 Mxi= Fy*llz Mz1 = Fy*lix Mx = Mx1+Mx2+Mx3 Mz = Mzi+Mz2+Mz3 Loads Induced by antenna and chain mount. Wind Alone the tower arm Wind f Antenna mount Total Load: MSA Architecture Planning North V My NIX 4AR h z Mz Support Points Fy Fx Fz Mz Mx My lbs lbs lbs lb-ft lb-ft lb-ft Support Point 1 306 207 57 179 103 -77 Support Point 2 1 306 405 -57 179 103 -77 El 48-8" El 45'-8" El 41'-6" RRUs mount Support Points Fy Fx Fz Mz Mx My lbs lbs lbs lb-ft lb-ft tb-ft Support Point 1 540 210 0 441 255 -172 APPENDIX Referenced Documents (2)• SA ,J.S4tA BOLtS 4S 9% CBS CSR—;.!qt, %'A 510 "'PC GA.4) nt!ALi.%.AI. CHW-LIIW IC11CC SUPPRIII /' ". SO.. COLLAR SIALtt.TCF AS Iron. FOR 3o uOqIAoS;4 CM—LINK rESCE SOPABA! PL .9/5.6.92' LoSS 0 90%' or CAL) !'i. INEW RRH REMOTE RADIO SPECIFICATION t-H 31 CIM CII M.,Thrn,opt Sp..ifimtion, wo.L.W.irmMi ION. iW.WIAA!.I!9. AR NwPy5 t.99LoAob%% 9105 1.016. It..! 1.01. NI (ISO _2P 1.dn. Ct .449110 .Au13cVVV ¶.At!.j P440.0 M.P4U D.tsln..'JG.k01Wd1.04 I-OlE: ICAfRAL COUTRACTOR TO CUSSIRUCT CLAIII-tISA r.NCLoS500 WI"! TAO LO%J01566 (As 000uloro) I I/C A 3/C lESSOR 9%A%' CXTENS:0S 015 LOOP 2. 1/8' 0 3/C 9% I)' S.C. SIPLICIICR LAUDS ANTENNA SPECIFICATION Fi -1 2 1 CHAIN- Alcatel-Lucent P,odwt: IRIMIIpRJUI (63MHo) P..d..6 I5.,IpIio. Th.. R R.& Ik.d(RRII)o.pp000tho i9OOMiiI..,.Ib. Qood iNnoob ad dRnoinoiflsnoiono 9%1104045W of noptpaou ITT. &1 .a.Ii,noi,o I - !hq1ononpto 6ono1on of CUMA in tin lRBOB1it..nt.00i id Ijidwo,. body .4o4 LIE MIMO (9%I bodpnIoo) - Oo5mit,upE Scvnoo of COMA (diileIednol,) - Sioi,AISO 40V DC.wyin pow.d ro. Akd-I.1.oitiod S.q,p.oto Ilyiniflon I0o.Ipoo.h,rdi. T..iniknl Sp..lfl.LIno. I%ybI I*o,oloo,(IIoWoD) 25". HI. I I.4 PB thi Von..! 4o4SW IBOWILOol F..,R.00.: I95fl.IRRSMHpT.IIRi0- IRISH. Comoniod Powbuppit filow I.g..Eioododdtht 65 MHo Rn NolooVlpn.: 3iI 711601N Fn..to bk.. Tomr,nMn. R .4to,S3C .ctnAISG Pt509 tiE IQJi1IIiB 3/8' IA!" AT%I / \ L COiSLCAO5 2-5/1 'o Pt 0111405 I DVIII BOLT SIEC!#C / 2 1/2'P .CQIFOS,%I 5.1011591 ANCHORS 3/I6 WELD ALL AIIOUUO—J sprintil- TALC! 4W0W#ATALS.ZT.I.rI SO 34XCiW, SE) SDC5&E STEEL. POLE pz75a327 025 SUA,.LCW •As( CAL' TPAQ C$uVORsA 12002 VIM Q .ECG :W.Js.Do 07-09-13 :55)00 1 LIIZ CD IIiI1] III L .IEIITIIZTI! '/..___C%lAN_I%!A rCIr.o IT 3/96 WELD ALL AROUND—.--' - i-COLLAR 0 CITLSO 110100 S I/7. IORIFALATIL SLALPORI CIIAIS-L1111. 10CC 0•-•-- T5 •9%40Rf 0001162 ToP Cr CMU WALL 3/O•' PlATE 16196 2-S/41 RI3VACADS DYIIA 8159 SLEEVE AIlCAOP.Sj Q_E_ j - IO WE LD ALL / '1-5 11r. 600490 — I4I%PIZCSITAL SUPPORT 01410 lUll, 'ALSO CI%SS.LIUB 7-2/Lp RLSAEAI.S rcicE 95.1 TIE I 00014 ROLl SLEEVE I ASCAOIVS J iop or cou WALl. TI' _ AU. 990452 2 i/To VlSRtZO%ITAL -•-;-Ct5.IAA o,rc. SUPPORt WAU. CONNLCLO'I ___ - O 04. 31.1.1! "15 015. MSA Ar9%hllowfllroo & P141.19kw 3190 •l.pwl .060 LAo. Solo C' toll. ARC 50.01 SIt A6 r ,Universal IMount 1Kit [Installation and Ordering Instructions 1 General Description The RFS APM40 mounting kits are suitable for all base station antennas up to 2.6m in length. Benefits 'One mount kit fits all. This single mount kit can be used on the RFS range of CDMA800, GSM900, GSM1800, PCS1900, UMTS2 100 and all multiband antennas. Convenient, one handed adjustment. This new design incorporates self-captivated bolts to allow a rigger to easily adjust using one hand. A single flexible mount system. The one system incorporates all options required for optimal adjustment flexibility. Features 'A basic direct mount kit which can have added: Optional beam sliding tilt mount for mechanical downtilt Optional scissors tilt for fixed at mast (or wall) downtilt Optional azimuth adjustment independent of mast 'All kits are fully upgradeable 'Pipe diameter: 60-120 mm, or 30-60mm with optional adapter. 'Wall mount option 'Mechanical downtilt: 0-7.50 for 2.6m antennas 0-10° for 2m antennas 0-15° for 1.3m antennas 'Azimuth adjustment up to +1-300 'Downtilt angle indicator 'Suitable for industrial and marine environments * Model dependent Weight of kit, kg (lb) 3.4 (7.49) Beam tilt kit APM40-2 5.4 (11.9) Beam tilt kit APM40-3. APM40-3HD 2.7 (5.95) Beam tilt kit APM40-4 1.8(4.0) Direct kit Packed size, H x W x D, mm (in) 1250 x 200 x 70(49.2 x 7.9 x 2.7) Beam tilt kit 950 x 200 x 70 (37.4 x 7.9 x 2.8) APM40-4 Beam tilt kit 730 x 200 x 45(28.7 x 7.9 x 1.8) direct kit Tools required 18mm (0.75'S) AF Socket (3/8 drive recommended). 10mm (0.4') AF spanner or socket I R F S The Clear Choice e I Universal Mount Kit I ANAI-702 1ss7 I Print Date: 22.3.2010 I Please visit us on the internet at http:l/www.rfsworld.com Radio Frequency Systems UfliversaüfltKi APM40 Series R FS Installation and Ordering Instructions 0 71 ff; al #11 mount SFCOF2 APM46-2 + APM4O-E2 + APM4O-E3 Beam tilt configuration at.6deg w,th.scissor kit and azimuth adjusfrnent. Pole or Wailmount. ..APM4O-E6 . Adapter for 30-60mm pipe. R F S The Clear Choice; Universal Mount Kit ANAI-702 15s7 Print Date: 22.3.2010 Please visit us on the internet at http://www.rfsworld.com . Radio Frequency Systems I 4 APM4O.1 Not required for wall mounting APM4OE4 10 '0;' ~ - 211. Figure 2: Interface Bracket Assembly Attach interface bracket to antenna with M6 hardware where required. Top and bottom mounting points are identical. Figure 3: Direct Mount Assembly Pipe mounting shown. For wall mounting, refer to Figure lb. Rear pipe bracket is not required. Top and bottom mounting arrangements are identical. APM40-1 and AP Not required foi wall mounting Figure 6: Direct Mount with Azimuth Upgrade Assembly Top and bottom mounting arrangements are identical. APM4O2 Figure 4: Beam Tilt Assembly (downtilt shown) This assembly attaches to top of antenna for downtilt. Bottom mount assembly is the same as direct mount (Figure 3). Ensure tilt indicator has BEAM tilt markings visible. For uptilt, invert assembly and attach to bottom of antenna. Figure 7: Beam Tilt with Azimuth Upgrade Assembly Insert azimuth bracket between arms of tilt beam, bolting down onto flat surface of pipe bracket. Bottom arrangement as shown in Figure 6. For uplift, invert assembly and attach to bottom of antenna. - APM40.2 and APM40-E2 Figure 5: Beam Tilt with Scissor Upgrade Assembly Insert scissor arm into beam tilt assembly. Bottom mount assembly is the same as direct mount (Figure 3). Reverse tilt indicator to have SCISSOR tilt markings visible. For uptilt, invert assembly and attach td bottom of antenna. APM40.2, APM40-E2 and APM40-E3 Figure 8: Beam Tilt with Scissor and Azimuth Upgrade Assembly Insert scissor arm into till beam as shown in Figure 5. Insert azimuth bracket into scissor arm, and bolt down onto flat surface of pipe bracket. Ensure tilt indicator has SCISSOR tilt markings visible. Bottom assembly as shown in Figure 6. For uptilt, invert assembly and attach to bottom of antenna. Not required foi wall mounting Not required wall mountin APM4O.2 and AP F"1. Not require wall mounti for tilting Refer to the following table to identify mount kits supplied. The packages of the mount kits are marked with the APM variation. Refer to the relevant Figure in the Instruction for assembly information. The letter designation is referenced in the antenna model description. Letter Type of Mounting Mounting kit(s) figure Reference A Direct pipe (no tilt) APM40-1 3 B Azimuth upgrade APM40-1 & APM40-E3 6 C Beam lilt APM40-2 4 D Beam tilt with azimuth upgrade APM40-2 & APM40.E3 7 E Beam tilt with scissor upgrade APM40-2 & APM40-E2 5 F Beam tilt with scissor and azimuth upgrades APM40-2. APM4O.E2 & APM4O-E3 8 - Direct to beam upgrade APM40-E1 4 - Bracket Interface for APM40 APM40-E4 2 7 No mount kit - -.-.. 5 6 Masonry anchor I... .. (not supplied) Figure la : Pipe Mount Installation Figure lb : Wall Mount Installation For pipe mounting, bolt front and rear pipe brackets to pipe. For wall mounting, fix front bracket to wall with appropriate Tighten from front as rear bracket holds nut captive. Refer masonry anchors. Pre-drill holes with centres 134mm to Table 2 for top to bottom mount bracket separation. apart, at lop to bottom separation shown in Table 2. The Clear Choice in Wireless' I Document Reference :30746E000 ( Version 1.0 Please visit us on the Internet at httplMww.rfsworld.cem Antenna Base Naxw:117 Figure 9 : Adjusting Tilt with Beam Assembly To adjust tilt, loosen top pipe damp bolts, bolts through tilt beam, and bolts at antenna bracket base (as shown by arrows). Slide arm up or down pipe to achieve tilt. Align mark with indicator angle. Tighten nuts to lock in position. REFERENCE DATA Table 1: Item Numbers for the Mount Kit Hardware Item No. Description 1 Screw Hex Ml2xllO 2 Bolt Hex M12x13O 3 Bolt Hex M12 x 65 Nut Hex M12 Washer Flat M12 Washer Spring M12 Screw Hex M6 x 16 Washer Spring M6 Washer Flat M6 Table 2 : Bracket Separation 'S'. in millimetres Kits Separation Direct Azimuth Scissor S2 Scissor + Azimuth Beam Variable with tilt Beam + Azimuth Si = Refer to antenna mount bracket separation for distance S2 = (SI- 255) mm Antenna Base + 3=B :igure 10 Adjusting Tilt with Scissor Assembl To adjust tilt, loosen bolts through scissor and tilt beam. Loosen bolt at base of antenna to allow rotation (as shown by arrows). Fold or unfold scissor to achieve tilt angle. Mg mark with indicator angle. Tighten nuts to lock position. Figure II: Adjusting Azimuth Angle To adjust angle, loosen bolts through azimuth bracket (top and bottom), and rotate to desired angle. Tighten nuts to Unless stated otherwise, the following general tightening torque values shall be used for metric hexagon bolts and screws, coarse pitch threads, property class 4.6. Dia Pitch I Bolt I Tension I I Torque I I (mm) I (kN) i (Nm) I M6 I 1.00 I 2.94 3.5 M12 1.75 I 12.40 30.0 MAINTENANCE Under normal conditions, no maintenance is necessary. However, the antenna should be visually inspected at regular intervals for damage. (eg due to lightning stakes, and falling ice). Periodic checks should be performed to verify correct torque and bracket clearance settings. RADIO FREQUENCY SYSTEMS Antennas IITUr.i-es. The APM40 kits are mounting hardware options to be used for Base Station antennas up to 2.6 metres in length. Features include; Basic direct mount kit Beam Sliding tilt mount for mechanical tilt Scissor tilt option for fixed at mast (or wall) downlilt Option for azimuth adjustment independent of mast All kits fully upgradable Pipe diameter: 60-120 mm. Wall mount option Mechanical downtilt. minimum 10 degrees Azimuth adjustment up to +1-30 degrees Installation Instruction o Mechanical Specifications !!!!n Till adjustment 0 to 10 (mm) range Weight of kit (kg) 2.8 (lilt kit) 1.8 (direct kit) Mounting kit material Aluminium. Galvanised steel Packaging dims. 1250 x 200 s 70 (lilt kit) H x x 0 (mm) 730 x 200x 45 (direct kit) Packaging material Plastic Sleeve Tools required 18mm (3/4) AF socket (3/8 drive recommended) 10mm AF spanner or socket Please contact technical support for more information. sl s DIRECT SCISSOR 'ProductIData Sheet-,- A (Y] :1 Triple Band Dual Polarized Antenna, 806-1995, 80deg, 14-17dBi, 1.8m, VET, 0-10deg 1 This antenna is an ideal choice for dual band site upgrade for high traffic areas. It features 4 ports in 1 900MHz and 2 ports in 800MHz. Features/Benef its *Variable electrical downtilt - provides enhanced precision in controlling intercell interference. The tilt is infield adjustable 0-10 deg. 'High suppression of all upper sidelobes (Typically < 18 dB) 'Independent control of electrical downtilt for 800 and PCS bands Remote tilt - AISG compatible Low profile for low visual impact Quick and easy to adjust 'High front-to-back ratio Electrical Specifications Mechanical Specifications Ordering Information This data is provisional and subject to change. RIPS The Clear Choice® I APXV9ERRI8-C I Rev: P I Print Date: 23.5.2011 Please visit us on the Internet at http://www.rfsworid.com Radio Frequency Systems pht and 7", Weight 57 lbs 7.95". Weight 63 X 4.3", Weight 32 Weight 33.5 lbs Weight 33.5 lbs II 4.67. Weight 37.4 1(4.3", Weight 44.1 1(4.37. l,wighl32 I" X 5.03". Weight 84" tall lengths Weight 44.1 lbs '.Weight 44.1 lbs .5". Weight 40lb5 .5", Weight 40 lbs 1-114 RCVD RCVD Yes 1.37 lbs per un foot. 1.54" in diameter 518" RCVD I Yes .7 lbs per un foot. .84" in diameter 50.6 lbs 44 lbs each lax 10.1" Weight TBD 13"X 15.2" Weight 64 26" X 7.4" Weight 91 lbs 11.1 X 10.7' Weight 60 13" X 6" Weight 55 lbs 13.9" X 4.4" Weight 45 s-designed. 5.17 each each each each ITEMIQTYI PARTNO. PART DESCRIPTION LENGTH UNITWT. NETWT. - - 3 1 I-UCMMK TOP CHAIN MOUNT BRACKET 16.17 48.50 - 3 X-UCMSH LOWER CHAIN MOUNT BRACKET 14.14 42.41 12 SHCM-T CHAIN MOUNT TIGHTENER BRACKET 3.000 In 1.84 22.09 12 JB4 JAW BOLT GALV. 112" It 6" 0.51 6.11 - - - S 0C40317 114"xGR4O GALV. CHAIN 3.1T 0.91 . 5.46 6 48 GI2NUT 1I2" HOG HEAVY 2H HEX NUT 0.07 3.44 7 48 GI2FW II2"HOGUSSFLATWASHER 0.03 1.64 8 54 GI2LW 112" HOG LOCKWASHER 0.01 0.75 12 G1202 112"x2"HDG HEX BOLT GRS 2 0.18 2.11 10 Al2NUT 112"HOGAS2SHEXNUT 0.07 0.43 11 A1205 112"x5"A32S HOG BOLT Sin. 0.34 2.06 12 X-UAPM UNIVERSAL ANGLE TUBES" 9.31 55.56 13 12 X-U51458 112" 24-518" 27" 23" GALV U-BOLT 0.97 11.66 13 12 X-UB1212 1I2" 22-112" 24-112" 22" GALV. U-BOLT 0.66 7.55 14 12 G38212 318"x2-112"HDG HEX BOLTGR5 0.10 1.23 15 12 G36FW 310" HOG USS FLATWASHER ______ 0.01 0.14 16 12 G38LW 318" HOG LOCK WASHER ______ 0.01 0.08 17 12 G38NUT 3,8"HOO HEAVY 2H HEX NUT ______ 0.03 TOTAL WT 8 0.41 221.00 PIPES NOT INCLUDED DETAIL B LOWER MOUNTING BRACKET TOTAL IN 0.75 INCREMENTS DETAIL A UPPER MOUNTING BRACKET TOLERANCE NOTES 10E8Gb0l - ____ ON DIMENSIONS. UNLESSOTHERWISE NOTED ARE: TAPERTOLERANCES 1-0" STAND-OFF. TRIPLE SECTOR. Enqma.nng SAWED. SHEARED AND GASCUTEDGES a.O3o7 ADJUSTABLE CHAIN MOUNT Ij EASER 446 £ Fiv Soppo.tT0000 Be AND GAS CUT HOLES (10.0307- NO CONING OF HOLES SITE PRO 1DRILLED CUT EDGES AND HOLES #A0107-NOCONINGOF NOLE8 BENDS ARE ± 112 DEGREE CPO NO. DRAWN BY ERG. APPROVAL PART NO. ALL OTHER MACHINING (10.0307 ALLOTHERAS8EMOLY(10.0607 1RH18 3I10120101 I TCHM3 1001000*10001W ICLASSI SUB DRAWING USAGE CHECKED BY DWG. NO. 0 100.m.100100IY..Tl10B000.W00P00YII1000AI10N 100100000 IA V. S0VU000010C010B00000V10 81 1 01 I CUSTOMER BMC 311512010 TCHM3 - MEMBER 74]) NOTES: 1. ALL METRIC DIMENSIONS ARE IN BRACKETS. ;:ri, I P IllS UI!.L Zlii:Iw5 .lUtI U.S /1 1/0'; 5:111 Di UIIACIIOIIS I is xxx-- ala (51.V 515:4 A lUAL. '- 0h A DO NOT SCALE THIS PRINT - III RM-USBG-3 5)1115 FII MIII It llIAAc;KI I ASSIiAMY U 11451(1; ORLAND PARK. IL. 60462 U.S.A. Cable Accessories. Hanger Kits I TESSCO 800 472 7373 http://www.tessco.corn/products/displayProducts.do?fami lyld=20 18408 Login I Regleter I Worksheet [Find 1I] II Base Station Infrastructure z, Towers & Site Hardware > Site Hardware & Shelter Equipment> Hanger Kits> Clip-On Hangers With Hardware Hanqer Kits Filter Results Less Detail Clip-On Hangers WIth Hardware The Clip Hanger is a second generation hanger system providing exceptional ease of utie. Once the hanger is mounted to the suppot structure, the ctp type locking mechanism is easily latched to hold the coax firmly In place. Stainless steel cable grippers bite Into cable jacket. Slotted (for banding) & 3/8" mtg. hole. Screws, hex nuts and lock washers are included. Clip hangers are not intended for use with Andrews AVA Virtual Air Cable. includes 10 each of 3/8' x 3/4" flter head screws, hex nuts and lock • For use with corrugated or smooth wag cable. washers. Item* Qty/ Uom Manufacturer Mfg. Part NO. Mfg. Warranty .Description Wt. (Ibs) Wgt.(kg.) prim Log in For Vou,P*e I For 1/2" cable. . 1.05 0.48 List $16.30 Log in for Price Add im comparel • 427088 Wireless Solutions WS-CLH12 3 Years 10 PACK 417076 Wireless Solutions 3 Years For 7/8" cable. . 1.11 0.51 List $18.00 Log in for Price 1 Add 15 Comparel 10 PACK 463080 Wireless Solutions 3 Years For 1-1/4" cable. 1.07 0.49 List $18.00 Log in for Price Add compare 10 PACK - Wireless Solutions WS-CLH158 3 Years For l-5/8"cable. 1.80 0.82 List $19.40 tog in for Price Add 427058 10 PACK . comparel View Worksheet Explore TESSCO Stay Informed Customers & How To Buy Manufacturers & Brands Careers Investors Vision & Mssion What's New Why TESSCO? Become a TESSCO Manufacturer Working At TESSCO lnWstor Relations & Value Proposition News & Events Become a TESSCO Customer Manufacturers & Brands Job Opportunities 6 Search Contact The TESSCO Way Knov4edge & Resource Doing Business t'Ath TESSCO Manufacturer Promise & lnternlGrad Opportunities Press Releases History Center Customer Promse Etiona Stock lnfornwton SEC Filings Leadership Become a TESSCO Reseller Corporate GoWrnance Corporate Citizenship My Account Contact j My Account I Privacy I Terms of Use- Legal I FAQs I. Help I Site Map @2013 TESSCO, All Rights Reserved. I of 1 811812013 12:35 AM Wireless Solutions'WS-CLHI 14 Clip Hanger Kit tv/hardware. (1-1/4") I... http://www.tessco.cotnlproducts/displayProductlntb.do?sku=463080&eve... Login I Register I Worksheet (Find [i) gg Base Station Infrastructure> Towers & Site Hardware> Site Hardware & Shelter Equipment :o Hanger Kits> SKU# 463080 ilre Wireless Solutions- Clip Hanger Kit w/ha;dware,(1-1/4") TESSCO SKU : 463080 Mfg Part #: WS-CLH114 QtyIUOM :10 PACK UPC: 646444630801 WIRELESS SOLUTIONS Clip Style Hanger for 1114' diameter Cablewate. COMMSCOPE or Eupen cable. Provides slot and 3/8" mounting hole. Includes List: $18.00 I mtg. hardware. Your Price: Log in Qty: 1 Add Technical Specs GSA Contract: GS-35F-0548P Schedule: 70 - Information Technology The Clip Hanger is a second generation hanger system providing exceptional ease of use. Once the hanger is mounted to the support structure, the clip type locking mechanism is easily latched Narrative to hold the coax firmly in place. Stainless steel cable grippers bite into cable jacket. Slotted (for banding) & 318' mtg. hole. Screws, hex nuts and lock washers are included. Clip hangers are not intended for use with Andrew's AVA Virtual Air Cable. Product Clip Cable Hanger Kit Description For 1-114' cable. Mfg. 3 Years Warranty Similar Products: :Clip-On Hangers With Hardware Hanger Kits Cable Hanger Block Systems Angle Tower Adapters Round Tower Adapters, Steel Strap Waveguide Cushions Coax Support Components Grounding Kits Weatherproofing Hoisting Grips Hanger inserts Explore TESSCO Stay Informed Customers & How To Buy Manufacturers & Brands Careers Investors Vision & Mission Whafs New Why TESSCO? Become a TESSCO Manufacturer Working At TESSCO Investor Relations & Value Proposition Neve & Events Become a TESSCO Customer Manufacturers & Brands Job Opportunities & Search Contact The TESSCO Way Knowledge & Resource Doing Business with TESSCO Manufacturer Proinse & Intern/ad Opportunities Press Releases 14510ry Center Customer Pronise Expectations Stock tntormetion Leadership Become a TESSCO Reseller SEC Filings Corporate Citizenship My Account Corporate Governance Contact I My Account I Privacy I Terms of Use- Legal I FAQs I Help I Site Map 0 2013 TESSCO, All Rights Reserved. lofi . .8/18/20131:08AM Product S pecif icatib'ns COMMSCO onth.; MT-640 Banding, stainless steel, 1/2 in, 100 ft Dimensions Height 0.8 mm I 0.0 in Length 30.5 m I 100.0 ft Weight 2.4 kg I 5.3 lb Width 12.7 mm I 0.5 in General Specifications Product Type Banding hardware Material Type Stainless steel Package Quantity 1 Regulatory. Compliance/Certifications Agency Classification ISO 9001:2008 Designed, manufactured and/or distributed under this quality management system 02012 CommScope, Inc. All rights reserved. All trademarks identified by® or T14 are registered trademarks, respectively, of CommScope. page 1 of 1 All specifications ore subject to change without notice. See www.commscope.com for the most current information. Revised: January 26, 2011 March 7, 2012 (JjYBRIFLEXTM RRH Hybrid Feeder Cabling Solution, 1-1/4", Multi-Mode Fiber 1: RFS' HYBRIFLEX Remote Radio Head (RRH) hybrid feeder cabling solution combines optical fiber and DC power for RRHs in a single lightweight aluminum corrugated cable, making it the world's most innovative solution for RRH deployments. It was developed to reduce installation complexity and costs at Cellular sites. HYBRIFLEX allows mobile operators deploying an RRH architecture to standardize the RRH installation process and eliminate the need for and cost of cable grounding. HYBRIFLEX combines optical fiber (multi-mode or single-mode) and power in a single corrugated cable. It eliminates the need for junction boxes and can connect multiple RRHs with a single feeder. Standard RFS CELLFLEX® accessories can be used with HYBRIFLEX cable. Both pre-connectorized and on-site options are available. Aluminum corrugated armor with outstanding bending characteristics - minimizes installation time and enables mechanical protection and shielding Outer conductor grounding - Eliminates typical grounding requirements and saves on installation costs Lightweight solution and compact design - Decreases tower loading Robust cabling - Eliminates need for expensive cable trays and ducts Installation of tight bundled fiber optic cable pairs directly to the RRH - Reduces CAPEX and wind load by eliminating need for interconnection Optical fiber and power cables housed in single corrugated cable - Saves CAPEX by standardizing RRH cable installation and reducing installation requirements Outdoor polyethylene jacket - Ensures long-lasting cable protection Figure 1: HYBRIFLEX Series Technical Specifications Structure Outer Conductor Armor: Corrugated Aluminum (mm (in)] 36.0 (1.42) ' Aluminum OC D,vI,,vthuin Pr t,,rn, (intl O fl (1 cAt . PEiUv external jacket Power cable with an internal jacket (PE/UV) Optical cable (pair) with an internal jacket (PE/UV) Figure 2: Construction Detail Optic RoMS Compliant DC Power Cable Properties ICEA 1-29-520 UL Type XHHW-2 UL VW-1 IEEE-383 (1974) RoHS Compliant Environment Installation Temperature (°C (°F)1 -40 to +65 (40 to149) Operation Temperature 1°C (°F)) -40 to +65 (-40 to149) This data is provisional and Subject to change. RFS The Clear Choice® HBII4-1-08U4-M5J J Rev: P3 I Print Date: 28.7.2011 Please visit us on the internet at http:I/www.rfsworld.com , Radio Frequency Systems )eCi L01y-/-1(fM5p-. o?c?l, OFFICE USE ONLY is SAN DIEGO REGIONAL RECORD ION HHMBP#_____________ HAZARDOUS MATERIALS QUESTIONNAIRE BP DATE I I Business Name Bu ass Contact Telephone # Sprint SD34XC861 5 5/( . Project Address City State Zip Code APN# 1926 Swallow Lane Carlsbad, CA 92009 215.052-13.00 Mailing Address City State Zip Code Plan File# C6140272 Project Contact Telephone # 1ft7 NFLuO/) The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT -HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: (not resuired for projects yithin the City of San Diego): Indicate by circling the item, whether your business will use, process, or store any of the following hazardous matenas. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13:)orrosives Compressed Gases 6. Oxidizers 10. Cryogeni oth Occupancy Rating: Facility's Square Footage (including proposed project): j) Flammable/Combustible Liquids 7. Pyrophorics 11. Highly To Ic or Toxic Matenals 15. pne of These Flammable Solids 8. Unstable Reactives 12. Radioact es I L.0 PART It: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTh - HAZARI OUS MATERIALS DIVISION (HMO: If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 5500 Over v1.nu, i4 170 Call (858) 505-6700 prior to the issuance of a building permit. • San Die9r CA 92123. FEES ARE REQUIRED. Project Completion Date: Expected Date c Occupancy: CalARP Exempt / YES NO (for new construc on or renWcLeling projects, ut El 0 is your business listed on the reverse side of this form? (check all that apply). Date Initials D El Will your business dispose of Hazardous Substances or Medical Waste in anyVa tnL_.______- .YHECK # 0 El Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 0 CaIARP Required I pounds and/or 200 cubic feet? efrA74'4 ' Date Initials 0 El Will your business store or handle carcinogenslreproductive toxins in any quantity V4'V i.2 'o CaIARP Complete 0 El Will your business use an existing or install an underground storage tank? 0 El Will your business store or handle Regulated Substances (CaIARP)? 0 0 Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? Date Initials 0 0 Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). PART III: SAN DIEGO COUNTY NR POLLUTION CONTROL DISTRICT (APCD): If the answer to Question #1 below is no or the answer to any of the Questions 82-5 is yes, applicant must contact the APCD at 10124 Old Grove Road, San Diego, CA 92131-1649 or telephone (858) 586-2600 prior to the issuance of a building or demolition permit. If the answer to questions #4 or #5 is yes, applicant must also submit an asbestos notification form to the APCD. at least 10 working days prior to commencing demolition or renovation. (Some residential projects may be exempt from the notification requirements. Contact the APCD for more information.) YES NO 0 0 Has a survey been performed to determine the presence of Asbestos Containing Materials? 0 0 Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at htto:llwww.sdaocd.orplinfolfactsloermits.odf, and the list of typical equipment requiting an APCD permit on the reverse side of this from. Contact APCD if you have any questions). 0 El (ANSWER ONLY IF QUESTION I IS YES) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)? (Search the California School Directory at httrr:IIwww.cde.ca.00vlre/sdl for public and private schools or contact the appropriate school district). 0 0 Will there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? Briefly describe business activities: Briefly describe proposed project: Wireless Communications Site I INstall new Cell Site ,bc732,9 tRiZLs I deare under peIty of perjury that to the best of my knowledge and beli lie resp rr sme herein are true and correct. Name of Owner or Authorized Agent Signature of bwrrer or Authorized Agent / Date FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: FOR OFFICAL USE ONLY: BY: DATE: EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY APCD COUNTY-HMD APCD - COUNTY-HMD APCD MM.- SMATUFA RECEID pUG 14 CITY OF C L04 RLSBAI >-/V- DPW __________ A stamp ,.q_o,_ofi exempts businesses from completing or updating a Hazardous Materia JfeSjSllan1Otheipern1itting requirements may still apply. HM-9171 (03/14) County of San Diego - DEH - Hazardous Materials Division