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08-13-2019 CC Rpt 14COUNCIL AGENDA STAFF REPORTCOUNCIL AGENDA STAFF REPORT TO: HONORABLE MAYOR AND CITY COUNCIL MEMBERS DATE: AUGUST 13, 2019 FROM: CITY MANAGER ITEM NO:14 SUBJECT: AMENDMENT NO. 3 TO AGREEMENT NO. A98-56 WITH STC ONE, LLC RECOMMENDATION: Authorize the execution of Amendment No. 3 to Agreement No. A98-56 with STC One LLC, successor-in-interest to Sprint PCS Assets, L.L.C., to amend Attachment D to modify the telecommunications equipment of the existing cell facility at 3982 Eucalyptus Avenue, and authorize the City Manager to approve changes to equipment that do not increase overall height or square footage of land impacted. BACKGROUND/ANALYSIS: The City entered into Agreement A98-56 with STC One LLC, formerly Sprint PCS Assets, L.L.C., on July 14, 1998. That agreement was extended for successive five (5) year terms pursuant to the terms of the lease and is still in effect today. On September 25, 2018, Crown Castle (on behalf of STC One LLC), requested and submitted plans, and on June 17, 2019, the Community Development Department approved said plans to modify an existing wireless communications facility at 3982 Eucalyptus Avenue (B-9 Booster Station). The proposed plans consisted of six (6) antennas, twelve (12) RRU's, and four (4) equipment cabinets. The project plans for this third amendment to Site Development 98SDP02 shall supersede all previous approvals. In addition, technology is changing at a fast pace, sometimes requiring amendments soon after the previous amendment has been approved. To streamline the process, staff recommends replacing Section 6(c) of Agreement A98-56 in its entirety to allow for changes to equipment that do not increase the overall height of the equipment or square footage of land impacted, and that have been reviewed and approved pursuant to Chapter 16.44 of the Chino Hills Municipal Code to be subject to written approval by the City Manager. All other changes are subject to approval of the City Council by written amendments. ENVIRONMENTAL (CEQA) REVIEW: This proposed action is exempt from review under the California Environmental Quality Act (California Public Resources Code §§ 21000 et seq., CEQA) and CEQA regulations (14 California Code Regulations §§ 15000 et seq.) because it constitutes an organizational or administrative activity that will not result in direct or indirect physical changes in the environment. Accordingly, this action does not constitute a "project" that requires environmental review (see specifically 14 CC § 15378 (b)(4-5)). FISCAL IMPACT: The amendment to the agreement will have no fiscal impact on the General Fund. Any costs incurred in the preparation and review of the agreement, including attorneys' fees, will be reimbursed by the Licensee from a deposit collected by the City. We do not anticipate the costs to exceed the deposit amount. 59/658 REVIEWED BY OTHERS: This item has been reviewed by the Community Development Director and the Finance Director. Respectfully Submitted,Recommended By: Attachments Agreement Amendment 60/658 c~ City Clerk 61/658 CITY OF CHINO HILLS AMENDMENT NO. 3 TO AGREEMENT NO. A98-56 BETWEEN THE CITY OF CHINO HILLS AND STC ONE LLC, SUCCESSOR-IN-INTEREST TO SPRINT PCS ASSETS L.L.C. THIS AMENDMENT No. 3 to Agreement No. A98-56, dated July 14, 1998, is entered into in the State of California by and between the City of Chino Hills, a California general law municipal corporation, hereinafter called "City", and STC One LLC, a Delaware limited liability company by and through its attorney-in-fact, Global Signal Acquisitions II, LLC hereinafter called "Sprint", successor in interest to Sprint PCS Assets L.L.C. a Delaware limited liability company 1. Amend Agreement No. A98-56 to replace Section 6, subsection (c) of the License Agreement in its entirety, with the following: Section 6: Improvements, Installation, Early Access: 6(c) Licensor shall not unreasonably withhold, delay or condition its approval of Final Plans. Notwithstanding the foregoing, Licensor has absolute discretion with respect to approval of (i) any proposed improvement or construction not described in Exhibits B or C at the time this Agreement is executed by Licensor, and (ii) the specific location of any improvement or facility (subject only to technical feasibility). Changes in (c)(i) and (ii) of this Section 6 that only involve changes in equipment that do not increase the overall height of the equipment or square footage of land impacted, and that have been reviewed and approved pursuant to Chapter 16.44 of the Chino Hills Municipal Code, are subject to written approval by the Licensor's City Manager while all other changes are subject to approval by the Licensor's City Council by written amendment to this License. 2. Amend Attachment D to modify the equipment by replacing the existing Attachment D with the attached Attachment D. All other provisions of the agreement remain in effect. 62/658 IN WITNESS WHEREOF, the City Council of the City of Chino Hills has caused this Amendment No. 3 to Agreement No. A98-56 to be subscribed by its duly authorized officers, in its behalf, on ________ , a<i:16 and the said party of the second part has signed this Agreement. STC ONE, LLC, a Delaware limited liability company By: Global Signal Acquisitions II LLC, a Delaware limited liability company, ~-in-Fact /~¥-~ NAME ~,:JL ~e. ~Af/211( > TITLE CITY OF CHINO HILLS CYNTHIA MORAN, MAYOR ATTEST: CHERYL BALZ, CITY CLERK APPROVED AS TO FORM: MARK D. HENSLEY, CITY ATTORNEY ATTACHMENT D COMMUNICATIONS EQUIPMENT AND OPERATIONAL CONFIGURATION 63/658 64/658CAUFQRN\A STATE CODE COMPLIANCE Sf>~N'T PliOPOSES TiilJ ALL W0f!K A.'~0 t.1,1Ttl!W.5 SKO,U BE P[llfQRl,IED ,\.'ID INSfJ.L1£D IN ACCORO,t,.'IC£ II/IT)\ TH[ CURRDll aimous Of' THE ra.J.OwtN:: CODES ~~~~~DI~~'.: ~g~~~~,.::g'Jt,i"{;n:k™lrccs':"""s rs CMJF'OR.r~ "°"'INl5'Tl!AD;t COCC (INO. TTIL£ 2• 41 ~l. 201a c..urcRw. Bululo.: com:. Clf'J/ COLlhTr OR:l!HA..'ICCS. g~wi~~&~gT:N,~FTo;IS (BOCA). AHSV EIA.-22l--f' urE s.,J'OY COO( llt'P"--1O1, WU ClUFOR!4APUH,IJlll,IO CCOE. ig:: ~--==-root. M:.CESSJBIUTY REQUIREMENTS DIG ALERT ~'""'"""""'""""' Of'SOIJTI1[11NCA.l..f"'...l!li.ll ""'-"'"-"" T~W-2100 ,.~~~ric1'S CODE BLOCK APPROV"-SIGNAlURE PROJ[C'f -CONST'RuctlON -~F OIQ!o:E£R "" """"""' PIANIIINC CONSl.'1.1.t..'i'f p~~ SPR~"1' DATE \ SPRINT PROP~ TO MO!!fY IT'S Dl!iTNC .IIITEMHA AND CGUIPIJDIT IN 4H EXISTll4G ut,1,U,,'tNEDTEl..[COMUUNIO,TYINSFI.CIJIY. IH'ST"IJ.())(N)&-P011TeD0/1900MH,P£NEi.l.'lT(HSl$ • INSTAU.(6)(N)800MH:Rl!K'• • liD,IDY1;(3)(E)&-PlllflB00/11100Ml1rPAHQ.1-NTD,~/ EB SCOPE OF WORK ::::::::::::::::::::::::::::::::::::::.:: VICINITY MAP [:::::] C,,.SL[ Oilloct COO[Dl'IISIO"'U!JLTIPL£ACC[S5 -J!20ctllJUEJ:lt[f201J =-~~~t,1.l,SH~1 PHOl.'E:{1151)2e!l-l!Jlla PROPERTY OWNER: PROPERJY lNFORMAJlON: CALIFORt,1.!ollUJUltNCCOCE:2015EOOICN Elll5Tl>lCCOl6flll..CflOti,..,...E'.o Tr'P£Y-PI PROFOS[D C0NSTl1UCTIO,II TYfto TVf>f 11-N 01STIIIC otCUl'"'I..--Y, U PRO?OStOOCCUP.I.Plc:Y: U Dl!il\NC VS:E: Ttl.ECOIJUVNCA.TI0!-15 ""<)POS[D USC: l[L[COM\111,,,-ICATIOIIS zouir.c C\.loSSl1Y..AT\O!<I: 1-1 ~1Sffll,110•1AL P~"'"'Tt JUJ.15llll:TION: ClT'l'OfCHll'IOl'II.LS l>.'111\/0E: JJ.91IOJ~l" (.)J· ~-25.i7" Pl) LONGrruot, -111.nl!Q61· r,,r •J· (D.c,· wi PfflCQ. NUMBER· SHEET INDEX PROJECT ARCHITECT ,DJREYROU[4tASSOQ,.t(S ~~••;rtTWJ!II Olll,£ ~~~~ ~2617 PHO!llt:(9411)7&0-.11129 OU,&,: VJW.ttSOJRIJNC.NtT SlRUCJllRAl, ENGINEER =~~-He. ~~[;JWlil~~ll CONSTRUCTION MAN•GER· ..... RO&RT QltAR,I, ~"~l~u&~~~'f.co,,j PROJECT MANAGER ~= 200 SP€CT1UJY amvl Dl!IYE. SIJ!TE 1700 IIM.~C.O.UfOlll',1,\9251' COt.TI.CT: CHE)..5.[A 'l!All~D< PHOf.[: ()1') 97.l-!212 m,co COUPANY· POWER COMPANY: .,. TOWER COMPANY: APPROVED CHINO HILLS PLANNING JUN l 7 i'.019 PROJECT TEAM r'r'CROWN V-CASTLE 2005pEc:lrur,Cenl!!r0rtve,Sulie1700 IMwl.~01nill!l2618 REVISIONS I l1/CB/17 2 01/22/1! lOC:FlN.O.l.C:O'S ,! e -. ' > SB03XC039 CROWN SITE: 880170 CHINO CREEK I TITLE SHffi 1-~.·. n£ t1RA.,11fl. Sc.ou'.S SHOWN 11'i ™'5 SET ~ ™E COl<F.Et1 SCALE 0«1., _ WHDI '1)1[5£ Oltl,WIN~~ it.RI: PFUrntD ~ .._ 11·~17" Olf 72"~3'· roRWT. IF !'HI'S R[Pfl[SCNTi.ll..-£ SIGNATURE BLOCK t.O cw.NC[ IN [)(1'511MC 1.£1,S£ '-RU. Oll,l,lli'l!.IG ~IT r.; t•DT l1"l<tr OR 12°"'"• THS SCT l!i llOT TO -:;c,.i.[. 5 .__ ____________ L_E_GE_N_D __________ P_R_o_J_Ec_T_su_M_M_A_R_Y ______ D_RA_w_1N_G_sc_A_L_E ______ _., r~,w~•, T -1 I: Exhibit "B" 65/658s . t·) pr1n ,. CALIFORNIA STATE CODE COMPLIANCE SPRNT PROPOSE3 ffi,t,T ALL 'llmk N«l W.maAI..S s.w..L 8E PERFORMED ANO ltt5TAl.l.£D t,1 ACC0RQ,l,NCE WITH THE CURHENT EDIOONS OF THE f'OI..I.DWINC a>DE5 ISADOPTEDB'l'TliELOCAL~NCAtmtOIITlES.KOT'HINCINTHESEPLANSIS TO BE CONSTRUCTill TO POUIT 'fllORI( NOT CONFIRlratC TO IBE'.S£ a>DES. CAI..FtlRNI,\ ADMNSTRATIIIE CODE (NCI. TI'ILE 24 a: 25). 2018CAU~BUl.DINGCOOE. arr/ COUNTY ORDINANCES. BUILDING OFACLlil.S ill COOE ADMINISTRATORS (l'IOa.). 20111 l,IEDWUC-.! .. CAI..F0AJM CODE. ~, J;t;'~ ~~~ hF'PA-101. 2018 CALIF'ORN,\ El..ErfRD.L a>D£. 2011!1 LOCAi.. lnADIHG CODE. ACCESSIBtUTY REQUIREMENTS FJrCIJTT 15 \Jl'AWtNED AND NOT Ftlfl HU1rUiH IWITAlKlN. HNCllClPPm ACCESS REOUIREMENB IRE. NOT REQUIRED t,1 ACCORO,,\NCEWITH THE 20111 CM..fllRHi-. Ellll.DINGCOOE.. ~~~N ""'-Till'""' 1-«JO-'l'D-2800 AT lEA5T T'IIO MYS l!EFtlRE'l'OUDIG CODE BLOCK APPROVAL SIGNATURE '""""' """""' "'""""""' .....,, RfDICINEER "" .,..,ISITJQN ,,,_.., C0NSW"" -..... _, """"""""' SIGNATURE BLOCK DATE VICINllY MAP [:::::J c,a.c BRIDCE LEGEND ~SITE CHINO CREEK SB03XC039 CROWN SITE: 880170 MONOPINE 3982 EUCALYPTUS AVENUE CHINO, CALIFORNIA 91709 SAN BERNARDINO COUNTY Ll.fll"'"'Q SPRINT PIIOPOSES TO WODIFY IT'5 EXISTINC AHTDmli AND EQUIPMENT IN AN OCIST1Nll UNMANNED TEI..ECOWWUNCATIONS f'ACUTY. SCOPE OF WORK PROPERTY INFORMATION: CAUfORNlA BUllOINC <XIOE: 20111 EOOlON EXISTING C0NSTRUCTlOH TrPE: TYPE V-N PROPOSED OONSTRUCTION TrPE: TYPE V-N DJST1NQ OCCUPN<IC't': U PROPOSED OCCtJPAHC'I': U EXISTINCUS[; Tn..ECOMWUNIC\TlOHS PROPOSED US£: lElfi:OMWUHICI.TIONS ZONING a.ASSIFrAno+I: 1-1 INSTTTUTION,l,L PRIVATE JURISDIC'T10N: arY OF CHINO HUS LATTTlJDE: ~ (:)3' 511' 2'.27" N) I.OHI.ITUDE: -117.7180e1" (11T 43' 05.02" W) PARCEL NUMBER: 1022-ZZ-ol LEASE AREA: PROJECT SUMMARY SHEET DESCRIPTION ,_, ,_, ,-, ,,_, g ,._, ,_, SHEET INDEX CONSTRUCTION 1,W>W;ER: PROJECT MANAGER """"'CASl1£ 200 SPamnn,t CDmR DIWE, SUITE 1700 IIMNE, ~Nl4 1121114 CONTACT: ota.StA WARREM PHONE: (314) 1173-8212 mco COMPANY: POWER COl.tPANY: TOWER COMPANY: """"'CASl1£ 200SPECTRUMCam:RDRM'.,SUITE1700 IIMNE,ClilJFOR>M1121114 PROJECT TEAM THE DAAWING SCH.ES SHOWN IN ntS SET REPRESENT lliE C0RRfCf SCALE ONLY WHOI ™ESE DIU,'MNGS ARE PA!NTUI IHA 11"X17" OR 22"D4• FllRMAT. 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DII.IEMSIONS TO TN<E PRECEDENCE OVER SCALE SHa#N ON PLANS,SECTlOtiSANDOETAII.S. 8. NCJTtS AND DETAILS ON DRAWINGS SHAU. TAKE PRECEDENCE OVERGEHERAl.NCJJISANDlYPICALDEri\11.S. C. MATERW... NOTE5 AND SPECIFlCATIOHS ON THE DRAWIN1:S SHAU. TAKEPRECfDOICEOVERTHESPECIFlCATIONS. 2. OTHER TRADES: SEE lllE ARCHnrcnJRAI.. DRAWINGS f'OR ALL DIMDISIONSNOTSHOWN. J. C£NERAl. DETAILS AND NOTI5 ON THESESHEET5 SHAI..L>J'PI...T UNl.£SS SPECIFICALLT SHOWN OR NOTm OTHERWISE. CONSTRUCTION OETAII.S NOT fUU.T SHOWH OR NCJTED SHAU. BE SIMILAR TO OETAILS SHOWN FOR S11.11LAR CONDITlONS. 4. SHORINC:: IT SIW..L BE THE RESPONSIEIUTT OfC TI-IE COH!RACTOR TO INSTAU. AU. TEMPORARY BAACINC AND SHORINC TO INSURE THE SMETT OF THE WORK UHTIL IT IS IN rT'S COMPl.£TID FORM. llllS lNWlDES IJNDERPINH!NC ElDSTINC f1JO'TIN1:S WHERE """""1.E. 5.s-.FETT:lllESESTRUCT\IRAI.ORAWINCSREPRE:SENT'lllEFlNISHED STRIJC1lJRE.UM.ESSOTHERWISEINDICATED,THETOONOT INDICATt THE METliOO OfC CONSJRUCTJON. e. WAlcRPROOFINC! w ... TERPROOFlNC .AHO DFWtW:£. DErAI.S AND SP(CU'ICATI0"'5, H..lHDUGH SOWETIMES SHOWN ON STRUC'J\JRAI.. OAAWINCN{[OFCENERAl.lNfORIU.T10HPURPOSt50NLT, WATERPROOf1NC AND DRAIN.ICE ARE SIJI..E...Y THE OESIGN RESPONSIBIUTT OF THE ARCHIT£CT. • STEE. 1. All. STRUCllJRAl STEEL SECflllNS AND WEI.DED Pl.Alt t.lEMBERS SHAU. CONFORM TI> ASTM A-J6 AND BE FABRICATED IN .-.ccoROAHCE WfTM THE SPEClflCATIONS CF THE A1SC. 2. AU. BOLTS SHALl. aJNFDRM TO ASTM A-307 UNLESS OTHERWISE NOlm ON Pl.ANS. HICH S"TR9flm-l BOLTS SHAU. CONFDRM TO '51MA-J2> J. STm. PIPE COl..lJWNS SHAU. 8E CRADE "e9 CONftlRMINC TI> ASTM ..,,_ 4. STEEL 1\JllNC SHAU. BE GRADE Y CONFORM!NC TO ASTM A50Q. 8. lllE FDU..OWlNG WELDING E0U1PllENT MIJST BE USED: A.250NAPWD.llERS. • ROI) MNS. ~ "'""""' 7. NO BUZZ BOXES SHAU. BE USED. 8.ALLSTRUC1URALSTEELSHAI..LMUCERTlflCATION.MlU. CElmf\CATION SHALL BE KEPT ON THE JOB SITE f'OR EXAMINATlON In' THE DESIGN ENGINEER AND TI-IE CflT lNSPEt'TtlR. 9. All.HICH STRENGTH BOLTS SHAU.W.VE Mn.LCERTIFICATlON. I.IIU.CERTl'lCATIONSHAI..LIIEICEPTDNTHEJOBSlTEFOR EXAMINATIONln'THEINSPECTCR. 10. STm. THAT 1W> !EDI WELDED, CLrT OR SCRATCHED ~ TH£ FlEl.D stW..L BE TOUO® UP WfTM C0t.D c-.LYANIZINC PAINT. 11. WELDING INDICATED lN nlESE llffAWINCS IS DESICNED FOR ON£ tw..f OF AJ.J.DWAa.E COOE SIRESSES UNLESS SPECtFICAU.T NCJrnl "AJU. STRESS" AT ENO OF WELD SYMBOL C. CONCRETE 1. STRENGTH: CONCRETE FOR THE PROJECT SHAI..L HAVE lllE FOl..1DWINC ULTIMATE COWPf!ESSf'.'E STRDICTH AT Ki€. OF 28 MYS: I.DCATION STRENC1H WT. SUJMP ,IJ)WDmJRE A.SI..A8ctfOOTJNCJOOOpet 150pc:f 4" NONE 2. INSPECOON: CONO'IOE WfTM SPECIFIED STRENC1H CRFATER TW.N 2!i00pel SliAJJ. BE CONTINUOUSLT INSPECTED DURING PU.CEMENT BT A OEPUT't NSPECTOR EMPL0TED In' A lf5iiNC lABORATI:ffi' APPROVED In' THE BUlDINC DEPT. l.REBAACRADE5:REINftlRCINCSTm.SHAU.BECI..ENIPEIITTJflM£D s-RS aJNFORMlNC TO ASTM .r.111!1 JS RX.LOWS: f4 a: SMAU..fJl ~ .. -GRADE 40 l5A:LARGER~ •• GRADEIIO ALLs-RSATCAISSONFOOTIN(LGRADE&l 4. CEMENT: ~TIOl'(S a: SI.ABS: TTPE Y, lDW ALJ<AU, CONFDRMINC TI> >Sn.I C-150. PIER/CAISSON FOOTINGS: 1YP( Y, LOW At.KAU. CONFORMING TI> ASTM C-150. !I. N:GRmA.lE: USED IN THE CONCRETE SHAI..L CONFORM TO ASTM C-JJ. ust ONLT AGCRE!.\TtS ICNOWH NOT TI> a.L.& EXCfSSIYE SHRINKAGE. THE MAXIMUM SIZE AGCREGATE IN CONCRETE WORK SHAU.BETHEFOI..LOWINC: A. f'OUNl\f,TlONS a: SI.ABSi"ORU:SS.: J/4" CRAVEL B. PlfR/CAISSON F0011HG:: 1° CR,\YEL IS, W,_TER: SKAU. BE ~ AND FREE FROM DEL.ETERIOI.IS AMOUNT OF ACIOS, AJ..KW5, ORGAHIC MAT!RW.S ANO SHAI..L BE SJTABI..E FOR t-1.JI.IAH CONSlJMPTION. 7. M!XINC: PREPARA.TION OF CONCRETE SHAU. CONFORM TO ASTM C-94. NO WORE TKAN iO MINlfTES SHAil. El.APS£ BETWEEN CONCRETE BATDilNC AND CONCRETE Pl>CEMOO UNLESS APPROVEDEn'ATESTINCM.[N(;'(. 8. 5£GREGt.TION OF ACGRECATES: CONCRETE SHAU NOT BE FLDf'PfD THROUGH REJNR)RCINC STm. (,-s IN WALLS. C0WMhS, CAISSON, AND DROP CAPITALS) SO AS TO CAUSE SECRE~TION OfC AGCREGA.TES. USE HOPPERS. OiU1ES. TRUNICS OR PUM? HOS£ SO TW.T niE FREE UNCONFINED FAU. rs; CONCRETE SHALL NOT EXCEED 5 Ff. i. SPI..JCES or REINFORCINC STED. SHAU BE lN'PED A MINIMUM OF JO Dw.lETERS ANO SECURELT WIRED TOGETHER. SPLICES OF ADJACENT REINFORCIHC BAAS SIWJ. BE ST>CGERED WHEREVER POSStBL£. 10.RE'NICl.£AA.I.NCE:MlNIMUMCXM:RACEf'ORJOtSTS.11£AWS,GIROERS AND CCJ..UMNS SHALL BE 1t) fC>.CE OF STIRRUPS OR TIE5. UNLESS C1THERWtS£ NCJrnl, CONCRETE ~E F0R RElNFORONC BARS TO FACEOFBARSHAI.LBEASFOU.OWS: A. CONCRETE IN CONTACT WTTH EARTH. UNFORMED J" B. CONCRETE IN CONTACT WTTH EARTH. FORMED 2• C. WALi-EX!e!lOR FACE 1-1/2° D. WALL !NrmOR FACE 1 " E. STRtJCruRAL. S1.>.BS J/4" F.JasTS J/4" G. B(..WS, GIRDERS a: COWWG 1-1/2" 11. PENEIRATlONS: NO SI..EI'IES OR Cl"5ES SHALL B[ PI.JCED IN BE'AMS. Sl,\BS, WAllS AND COLUlr,INS, EXCfPT lHOSE SHOWN ON THE PLANS. CONTRACTOR StW..L OBTAIN PRIOR N'f'ROI/AL FOR lNSTH..LATlONS Of N« AJ)l)ffi()IW.. st.EEYES OR cw.sES. ALL PUJMBING, ELfCJRICAL AND MEDw,,u:.r.L. OPENlNCS SHAU. BE SL£EVES. CORING IS NOT AU.OWED UNLESS PRIOR N'PROYH.. IS OBTAINED FROM THE STRUCTURAL ENGINEER. 12. EMBEDOED ITEMS: CONDUIT P1.JrCED IN A CO~ SLAB SHALL NOT W.VE AH OIJ1SlllE Dw.lEIER CRFATER ~ 1/4 THE nllCICHESS OF niE SW!. CONDUIT SHALL. NOT BE EMBEDDED IN ,_ Sl..AB THAT IS LESS 'THAN J-1/Z" llilCI(, UNl.£SS SLA8 IS LOCAU.T nilCICENED. MINIMUl,I Q.£AR DISTANCE BETWEEN CONOI.JrT5 SKAU. BE SIX INCHES. 1J. NCHORlNC: ALL NCHOR BOLTS, REINFORCINC stm. oowas, INSami, ETC.,stW.L BE WEll SEI:URfD IN POSmON PRIOR 1t) Pl.ACING CONCRETL NO REPOSITIONINC DURltffi CONCRETE POUR . """"'· 14. CUR!NC: SI.ABS SKAL.L. BE SPRAYED WfTM A CURINC COWPOUNO IMMEDIATD.T mER FlNIS)IING. CUR!NC COWPOJNOS USED ON CONCRO'E WHERE TILE OR F1..00R COVERING IS TO Bt BONDED TO THE CONCRETE SURFACE SHAI..L BE APPR<>IED In' niE T1...E OR F1..00R COYERlNC I.IAHUFICNRER. KEEP SUB WET f'OR 7 MT MINIMUM PERIOD. 2. ALLFRAWINC l.UMBERf'OR 2XRAFTERSNIDJOISTS SHAU.BE NQ.2 CR,'J)[DOUClASFIR.S45,UNt..£3SNCJTEDOlllER\111SEONORAWINGS J. STRIPPINC. EI.OCICINC. 9,ICl(ING ANO Oll!ER NON-S'JRUC1\JRAI.. WMBfR SHAU. BE NO, 2 OR STD a: BTR CRADE DOUClAS FIR, S4S. 2X4 SM) WAU.S SHAU. BE D.F. STANCMRO a, IJTR. 4, AU. BtAMS. JOISTS AND fW'TERS SHAU. BE INSTALL.ED WITH CROWN S1DEUP. 5. ROOF PL.TWIXIO SHAU. MATOI EXlST1NG PLYWOOD 51-IEATHINC wtTH A SPAN INOD AATlO 32/111. EDCt HAIL 'tlffT1-ffld AT e"' O.C. UNLESS N01tD 01HERWISE ON Pl.ANS. flEl.D NAil. 'llffli 8d AT 12" O.C. S. Pl.YWOOO SHEEJS SHAU. BE LAID Wl1l1 THE FACE GRAIN l'ERPENDICUI..AR TO SUPPORTS AND WITH THE EDCES STAGCERED, UNLESS NOTED Oll!ERWISE ON TI-IE PlJHS. 7. PLYWOOO SHAU. BE CRADE MAA1CED In' OFPA. TECO. OR P'I\. Nm SHAU.CONl'ORIITOPS1-8J. 8. THE WAXIMUl,I MDISl\.lRE CONTENT OF All. WMBER SHALL NOT EXCEED 24X AT niE TIME OF INSTM..LATION. 9. MINIMUM HNUNG SHAU. COloCPLT Wl1l1 TABI.£ :U-1-q OF BUILDING CODE. All. N.IJ!.S SHAU. BE COMMON WIRE twLS. 10. All. BOLTS SHAU. ~VE STN-IDAAD CUT WASHERS UNDER HE'ADS Nm/OR NlJTS WHERt IN CONTACT WITH WOOD. 11. L,t,G 80lTS SHALL BE SCREWED IKTO PI.Aa'.. NOT ORMN. Ul; BOt.TS SHALL BE INSTAUED IN PRt-ORIU.ED HOLES Willi A !WIETDI EQUAi.. TI> 7!1:l !WIETDI OF BOLT. 12. CONMECTORS: ALL SHEET WETAL FRAMIIIG CONNECTORS SHOWN IN lllE Pl.ANS SHALl. BE STRONG CONNECTORS ,S MANUFN:TlJRED 81' lllE SAMSON COMPN«. SVBSTTTUllONS MAT BE MADE WHEH N"PftO'o'EDIJ'l'THESTRUCJ\JRAI..ENGlNEER. 13. AU. l..lAIBER EXPOSED TO WEATHER OR IN CONTACT wtTH MASONRY DR COHCRETE SHAU. BE WOIJ,W,IIZED PRESSURE TREATED UJMBEJI OR A NAlllRALL.T DECAT RESISTANT UJWBER SUCH AS REDWOOD OR ...... 14. ALASKAN TEl.L.OW CmAR CUJE-lAMIKATED BEAMS A. WMBER SPECIES: ALASlCAN TEl.L.OW C£n,l,R (A.C.) COHFORWINC 1t) 20f-V12 8.STREHGJHPROPERTIES: Fb BOTTOM FIBER BENDING STRESS 2000pel MIN. Fb TI>P ABER BENDING STRESS 1000pei WIN. FvSHE'ARSTRESS190pell.llN. Fe COMPRESSION STRESS PERPfNll!CUI..A TO ~ :l&lp91 MIN. E MCIDUl.f5 El.>STIClfT 1400Q/ MIN. C. CAMBER TI> RADIUS rs; 1600" u.o.N. D. ALL Cl.B'S SHAU. B[ FABRICATED WITH EX!e!lOR c:t..1IE. E. MANUF'ACJURE OF Cl.B'S SHALL CONFORM TI> THE USC. fC. CUHAl,t MATERW... SHAU. BE lN ACC0RllANCE wtTH AHSI/NrC A190.1 AND .ASTM DJ737. r'r'CROWN V....,CASTLE 200Specin.rnCenterDnve,SU~e1700 lrvine.Calilania92618 II Jet!1eyRom•IA$$0c1nEs llll"oontlloDth•:•"'"'H l"IM, (olO!u• .. t,OI> ,., .. , ..... ,.,,, ....... ,. ... ,,, CJ REVISIONS REY. GATE llESCRIPTIOH INIT. 1 12/o.!1/17 IIDS CO REY1EW WS 2 01/22/1& 100X FINAL CO'S J OD/24/1$ aJOO C:OMMEK!S SC S803XC039 CROWN SITE: 880170 CHINO CREEK Jllll2 EUCAl..'l'PTVS AVENUE OilNO.CAI..JFORNl,,\01709 SAH BERtWlOINO COUNTY SPECIFICATIONS ANO NOTES 67/658SITE PLAN GENERAL NOTES """""' FR0HT YARD • l1ID BACKYAASJ .. l11D Sil£ YARDS .. T8D 1. ~~~~~~-2IIOO)T0l.OCATENl'f.-HOAl..l. 2. All. FACUTIES TI> BE INSTAU.ED ARE UNMANNED. HO EllSTltlG PAAl<INO SPilCES WU. BE IMPACTED BY lHE NEW US£. J. PRIORlOTl-£1SSUANCEOFIM'fCONSTRIJCJION PEJUTS,n£APPl..lCANTSHAI..L INCORPORATE Nlr CONSTRUr:noN BEST tuHAGEMENr PRACTIC£S N£CESSAR'I'. 4.PRIOR101l£1SSUN«:EOFNff'OON5TRUC110N P'ERMITS,ntEAPPIJCANTSHAU.SlJBWITA WATER POU.IJTlON COHTA0L Pl.AN (WPCP). lHE M'CP SHA1..L 8£ PREP.aRED IN .lrCCORDANCE WITH THE crrr'S STORM WAmt ST»IC».RDS. STORM WATER QUAIJTY NOTES CONSTRUCllON BMP'S THIS PffOJECT SHAU. COMPLY WITH AU. REOUf!alENTS OF THE STATE OF oo.FtlRNIA REGIONAL W,.TER OUWTY a»lTROL ei:wtO. Nmt:S 1--11 llEl.0W FID'R£SOIT KEY WNMUM REOUIREMENTS FDR C0H5TRLlCT10H 8WP'S. i • L ewsro BEDEPI.DYED, LE. ~VELa.-cs. OR't'Cl.fAMJP WElHODS, CCM:RED BE INSTAU.ED TO PREVENT SILT, MUD OR OTHER CONSJRIJCTlON DEBRIS """"''"""""" ·.r~~~ ABREEOllNlHE ALL STOaC Pll..E5 OF UNCCU>ACrED SOL N<ID/OR all.DINO W.'IERW.S TMAT ME INTDIOED TO BE IDT IJN'l!OTl'.:CTm FDR A PERI)[) CREAlERnw-1 SE\'EM CALENr:i,t.R 0.-.YSARElO BE Pft!MDEDwmt EROSIONN«ISEDIWENl'COHTROI.S. SUCH SOI.W\JSTBE PROiEC1tD EAQI o,t,Y 'MIEN Tl£ PRO!WIIUTr OF' RAIN IS "40 OR t.RfATER. A a>NCRETE 'IIASH0llT SH,l,lL BE PRCMDED ON Al..l. Pf!O.ECTS WHICH PROPOSE THE C0NSTRUCOON OFNl'f COMCREl'E IWPRO.'EMDITS '!Wt,TARE TO 8E F'OLIIED IN PlAC£ ON THE SM. Al..l.EROSION/'SEDll,ENfa>NfROl.DMCE5 SHALLBEWAMAINED ~ WOIIXNGORDERATAU. TOES. All. Sl.OP£S TMAT AR£ CREATED OR DISTI.IRIED ll'T' CONSmUCTlON ACTMTY MIJST BE PROTEC'TED~EROSION~SEDIMENTTRANSPORTATAl..l.llWES. Tl£SfOR,l,Q;'.OFAl..l.CONSTRUCOON IMTERW..SN«I E:QUIPWENfMUSTEIEPROTECTtDACAINST Nff' POTEKT\l,L AE1£AS£ 01' PCWJTAHTS INTO TttE EJMROHMEHT. EUCALYPTUS AVENUE r'r'CROWN V"'CASTLE 200 Spoclnm Cenler Onve. Sune 1700 lrvine.CaJi1ornia9261B REVISIONS 1 12/01!/17 2 01/22/111 100:11: ritW.. CD'S ~ 08/24/111 Cl.JENT C:OWWENTS S803XC039 CROWN SITE: 880170 CHINO CREEK 3U82Elx:Al.'l'Pl'\JSAVEHUE CHINO,Ct.UF'0RHIA11170II 51.N BERNAADINO COUNTY EBN I SITE P~N 1! ;:;'"::EEr:..':::"";::BElt::::.., _____ ~-1-s-,rr-P-LAN----------------------------------.,-,x,-, s-~---=-,._....,20'.-!§l"i-5-_-~-~-~---,-1.,...-i I A-1 I! 4X36 SCALE: 1•-10• 0 5' 10' 20' _ . · 68/658NOlES TO COmRACTOR: 1. Ra«M: ALL EXIS1\NG CDMA COAX AND ANTENIWl l'RJW SITE. 2. NEWNflENNASANDHARIJWAR(TOEEPAWTEDltlMATDtEXISTINOBUUllNGORPOLE. 3.. C0NTRACTORTOSETD.ECTI!ICALTt.T, 4, ALL 1tlWER WOUNTED EQUIPMENT WUST IE BE>INO THE (N) SPRtfT NflEN~ EQUIPMENT WST BE wrMN 1!1' VER'l1Cll. SPACE. ALL PANEi. ANTtNNAS ANO REl.ATED HARDWARE MUST BE PAINTED TO MATCH EXISTING MON0POI..E. 2 3 TOTAL (1) UIE OF 1-1/4-. FDR ALL (3) SEC'IORS IMPORTAflT NOlE: INSTALLER VERIFY lAlEST PLUMBING/WIRING DIAGRAMS, PRIOR TO INSTAUAllON. VERIFY CURRENT RFDS SHEET PRIOR TO BUILD I / ..... ---... ...,,, .... --'l.;............ -------------------------------c--=-............. ____ / v-....... , ' ', , I I ' ,/ , I I I ' ) I i( i\, ) I I /"' \ '\ / \_-.._, ~-------------+------'',-----EX!SllNC B8U CABINET. ,,,. .... -1 t---::==='i, ¥'----=::::::;.::=:-=--;;;C==i----------j ' ' ' 1· ~'---· _ _, _____ ~~~~I( If----+--+----------EXISTING Fl&R CABINET. L'\-·-·-·-·--, ~~"/fK:1~ it----------EXIS1\NC CtWN UHIC rncE. I \ ' / . ~ / r_,,,,. '-..,~---=°","'1,L'-----------------------------------~~~~ , I MONOPINE; SE£ SHEET A--3. -"'... ,,r-_____ ,,. ..... ___ .... NONE COMBINER MODfl. 2 r'r'CROWN V'""'CASTLE 200Spec1rtrnCenterDnva,Su1te1700 lrvIne,CalI1crma92618 Ill Jerrrey Rom•IAHO~•,.TES '" '"""''""" ..... ; ,~, .. ,., , .. ,.,,c ..... , ... , .. ., ,.,H,,,.,.,.,,,,,.,.,,,.,.,.,, CJ REVISIONS REV. !».TE INIT. 1 12/011/17 DOS CO RE't'IEW 2 01/22/HI 100,C FINAL CD'S 3 09/24/UI SBO3XCD39 CROWN SITE: 880170 CHINO CREEK 31182EUCQ."i'PTUSAI/EHUE OHNO, ~11170II SAH BERtWallNO COUNTY N ENLARGED SITE PLAN EB .. ,.-,,,.-,. .. -.-,.,------~ 1-------------------------------------------------------,,-,--x,-::-7-::S-:-CALE,-::-· --,1""'•·,.._,-:-._-::o.::r--15ie-~----_-;z-~-~-~-~-.-.,--:1-J I A-2 ENLARGED SITE PLAN 4XJ6 SCALE, 1;2·-1·-o· o ,· 2· . 69/658ANTENNA LAYOUT PLAN NOTES 1-AHTEtfiA. a..£ARNK:E ANO WOUKTINC TO BE FE.D 'B!IFED PRIOR TO CXlNSTRUCTl0HWflHFlNALNfTDOIASPECIFlCATIONS,MOUHTINGw.F!D'#AAE ANO Rf' DESI.K. ANTENNA PIPE MOUNT MOOlftCJ.TlON MAY Bf REQUIRED. (E) EXISTING AN1ENNf. (M) PROPOSED AHTENNA. ,..---..... ✓,,. EXlST1NG SPRINT 800/11100 r.a-tz AHTOINA.,-----~--➔' TD BE REMCMD ANO REP1JrCED: (1) PER I SECTOR.(J)TCJTAL.. I EXlST1NG SPRINT 11100 MHr RRH; ------~~----/J:/""f (l)PEJISEI:itlR,(J)TUTAL.. ~ :_2r:=. ~-----+-1----'>-MlV/I EXl.STWG SPRINT 2'°° Mia~: ------,'1-'---'II (1) PER 5EerDR, (3) lUTAL.. ' ) , I I \ ',., I ' ' ' -.... __ _, ~ ' ' '----""... ,,..,,... ..... _ /. !fl'/. EXISTING ANTENNA LAYOUT PLAN ~ ~ -------1X17 SCALE: 1/4••1'-0"' 4XJ6 SCALE: 1/2'"-1'-0"' I I l"j 0 ,. 2· ' ' ' ' 4' 2 ANTENNA LAYOUT PLAN NOTES I. ~Q..ENWtCEANOWOIJNTN:lTOBEF'IELD'ftR!flEilf'fflORTD C0NSTHUC!lON wmt FJIW. NITTNNA SPECIF'ICATIONS. WOUNT1NG KAROWARE AND RF' DESIGN. AKTEHHA PIPE MOUNT t.lOOIFlCATlON WAY BE REQUIRED. :t. ~ AN1'DINAS MUST BE PAINTiD ANO TEXTURED 10 MA.lt:H EXISTING BUILDING OR Sprint> r°'r°'CROWN V....,CASTLE 200 SIX!CIMl Center Onve. Su~e 1700 Irvine, Cal1fcmia 92618 II JerrreyRom•lusoc1AHS "''"""""""u" .. ''""''°' lo,lno,<,Wo,nlo""' .. , .. ,_, .. .,,,.,, .... , ..... ,.,, ,. ,..~ I ,✓ ... ---..... ...r.,..----,,,----...J (N) ........ ----,, 4JJf!!:"'1-'/ \ ___ $.e,:; D ,,,,,.·IIJO"-lill00 /' N-ITEH* =cn::~{3)~---------!----l,(\\\li)< ~~~M,.Mlh Nff!N~ (1) ---~\--~ ,> I EXIS!lt«. SPRINT 2.500 t.ntr RRH: --------✓// (1}PERSECTtlR,(J)TUTAL.. I I ' ' ) PR0flOSED SPRINT IIJO WU MIH:------,------~ (2}POtSEI:TtlR,{ll)TDTAL I ' \ ',., ' ' ' ' SEE SHEET A-7 FOR ANTENNA AND RRH SPECIFICATIONS. SEE SHEET E-1 FOR ANTENNA DIAGRAM ANO GROUNDING. FINAL ANTENNA LAYOUT PLAN 1X17 SCALE: 1/4••1•-o• 4X.36 SCALE: 1/2"-1°-0• ,.., \ (E)2'00',/-,: Wfu L..._ 4>-~ AKIOI,..,_ '-.,p;~ .,;i'' ' (IQ IIJ0/1900 --REVISIONS REV. O..TE '"'""'"''" 1 12/0tl/17 90X CO RE'o'IEW 2 01/22/111 1cm nN.OL CO'S l 09/24/111 a.JOO COWWENTS S803XC039 CROWN SITE: 880170 CHINO CREEK 351112 El.JC.-t.TPT\ISAVENIJE OHNO, CAUFtlRHIA91709 SAN BERNAAOINO COOKTY N I ANTENNA LAYOUT PLAN I· a ,· 2· •~ .___im•~-"" A--3-'il 70/658TOP Of"DQS11NG SPRIHTANTDINAS. P,J'¥,,-----------~=S~~i00 ...... 1.-,\ ..... ~<c-"""""'--""'"---""""""----------....... """"""""-COiTEROFEXISTN.SPRIHT~ 52.00A.a.L ________ _ '-----------=:. ~HTTtl~~ """"'"'-'3'.._--------w~ =. 2:'~ RRH; ~illl~"""=--------w~ =-'~~ IIRt1; ~-----------EX!SmC VONOPINE. e~------EXlST'INO (J) 8'--0• SPfllNT 2$00 liDtz NOENNAS MOUNTED Ttl EXISTINC MONOPINE. #~!..._-----~ :=.~:ri:.RRH. ,\,--,"!",~-----EXISTINC SPfllNT 1900 MHr RRH, (1) PER SECTOR, (J) TCITAL {----------EX1Sl1NC YONOPIHE. r'r'CROWN V'-JCASTLE 200SpectrunCen1erDnve,Su11e 1700 lrvine.Ca11rcniia92618 ' . ' ' ' CJ REVISIONS I 12/08/17 80S CO REVIEW 2 01/22/115 100Z f'1HAI. CO'S WS J 08/24/1!1 QJEHT aJMMENTS SB03XC039 CROWN SITE: 880170 CHINO CREEK .Je82EIJCALYPIUSA-.nfUE CHINO,CAUFORN1Ag17011 SAN BERMARDINO COUNTY I ELEVATIONS L-----------------~-5.---~~-~ -~r-----1--------------,----,--,-.,.......,.,...=~~~~~--.---------11 l'""'"""'""A-4 LEv: JIO 1x11 SCALE: 3/32•-1·-o· _c::. 2 b:17 SCALE: J/32•-1·-o· N 1 EXISTING SOUTH E 'A N 4,36 = 3116._,._0• 0 ,. •· ,. PROPOSED SOUTH ELEVATION 4,36 = 3;,s·-,·-o· 0 3• •· ,2 71/658CfHTER OF ~C SPRINT~ CENrni OF PROP0SDl SPRINT ANTENNAS. ~A.C.c---------112.00A.G..L ----------lllil{---------<lOS11~•"""'"" EXISTING EAST ELEVATION 1x17 SCAlE! .J/J2"•1•-o• 4xJ6 SCALE: J/1s·-1·-o· a J' 6' 12 2 PROPOSED EAST ELEVATION .~-,-------~~c:'~ RRH. ~----EXISTING (3) 8'-o" SPRINT 2500 MHz NflDlt4'S MOUH'T!D T0 EXlSTIHC UONOPINE. lllil{--------EXISTINC MONOPINE. -----EXISTING OWN UNI( FDICE EQUIPMENT EHC..OSURE. ----EXISllNO SPRINTEQUIPMOO. EXISTlNCctWNUHKNXESS C,TC 1x17 SCALE: J/32•-1•-o• P""j 4,cJs SCALE: J/1s·-1·-o· a J' 6' 12 1 r'r'CROWN V._.CASTLE 200Spedn.rn Center Dnve, Sulla 1700 Irvine, Cal1fcm1a 92618 ' . . ' ' D REVISIONS 1 12,/0a/17 l)~ctlllf\'IEW 2 01/22/18 1oo:x flN,O,,i_ cn's 3 08/24/18 Cl.JENT C:OMUEHTS SB03XC039 CROWN SITE: 880170 CHINO CREEK .»112ElJCAL'l'PTUSAVEHUE ~~c:~ LI ___ E_LEV_A_n_□_Ns ___ ..,,~ 72/658FROrrt'V'.e"JWIT!-l llOOff REtrCWOTOSHOW SIDE VIEW CHT F.WAT TOS/-10';.'Fltll!l, BULJ<HEAOCE:rAll... ~ DISTRIBUTION Box DE'TAIL Sc:J\.1.£: ! :116 FIIONTVU:.W'Mnl OOOl'i REr.ov:ECTOSHOWOETAIL DlSTRIBUTION Box INSTALL e COMPLETE VIEW SCAL£:1::36 JUNCTION BOX DETAIL ElllSTINGOR NEWH-FfV.ME Sector and Cable Color Code Frequency Color Code (Sprint/ Scenario Specific) RFS Color Code HF11-Flber Pain~,) HF11-F'iber Pa'i' 2 Fl HF11-F ber Par 3 F3 HF11-Ffber Pair 4-F ~m-~11ir;. ~~lfr~ F21-F er Par 2 F ~F21-F er Pair 3 P. ~rn:~g:~ ~:!~ ~ Fi HF11-Flber PafrilFt HF 1-Ffber Pair 2 F HF 1-Flber Palr3 F HF31-Flber Palr4-~ HF31-Flber Palr5 F5 e FIBER CONNECTION DE'TAIL ScAL.lr:N.T..S. e DC CONNECTIONS DE'TAIL SCAI.Jl:N.T.S. l"uture Each sector has separate Hybriflex cable. Hybrlflex cable naming as follows: ALPHA-HF11 BETA-HF21 GAMMA-HF31 REAR of Distribution Box -+ NOTES: -o:stribution Box Is kitted with 501 of 1 1/].• Uquid-tight conduit and connectors. This shou!d be-split in half (25' per), terminated to the Distribution 13ox as shown, ran to and coiled as close to where the cabinet is going to be mounted as possible. • Distnbution Box is kitted with lAWG, power cable 35' X 2ea. Runs red and 2ea. Runs black. This should be coiled and left inside Distribution Box. BTS inst.illation team will terminate Liquid-tight, run the fib<!r jumpers and power cables from BlS Cabinet to Dlstrfbutlon Box. ~NOTES 1 SCAUC N.A r'r'CROWN V-CASTLE 200Spec1runCen1er Drive. Su~e 1700 lrvine,Califcma92618 ' . ' ' ' D REVISIONS 1 12/011/17 90'.'I'. CD Ftt:VIEW 2 01/22/18 !DCCII: ntW. CD's WS 3 09/24/1! CUOO COWWENTS S803XC039 CROWN SITE: 880170 CHINO CREEK 31M!.2El.lCll...YPnJSAwnJE OilNO,CAUF'ORN1A9170U SAN BERNAROINO CDOtm' JUNCTION BOX DETAIL 73/658~------PROPOSED SPRINT ANTENNA. SEE DETAILS TI-11S SHEET. ~------PROPOSED DOWNTILT ANTENNA MOUNTING BRACKET &: 1-WWWARE BY ANTENNA MANUF,lrC'TIJRER. ~------EXISTlNC RRH. PROPOSED ABER CABLE. IE-----PROPOSED RRH; SEE DETAILS lHIS SHEET. ~-'e=I-------PROPOSED ANTENNA MOUNTING KIT BY ANTENNA MANUFACTIJRER, .,,._ _ _, _____ PROPOSED JUMPER CABLES FROM RRH TO ANTENNA. PROPOSED ANTENNA&: RRH MOUNT DETAIL ALCATEL-LUCENT RRH2X50-800 "" RRH 800 ""°" "LBS PROPOSED 800 RRH DETAIL SCAIE NONE SCAIE NONE 6 5 NOT USED 4 NOT USED 3 RFS APXVBBLL 15X-43°C0120 ANTENNA ANTENNA COL.DR: DIMENSIONS. H.WXD: WDGHT, UGHr GREY RAl...7035 50"X19.8"X8.5" J7.4l.BS (8) 4. 1/9.5 OIH FEMALE 111.0· -====.--t-800/1900 ANTENNA DETAIL NOT USED rt 2 1 r'r'CROWN V._,CASTLE 200 SpeCIIUll Cei,ter Drive, Su~e 1700 lrvine,CalI1anra92618 II JeffrevRomejA5SOCIAHS '""'"""'''"'"-"''''-'' Ill IM,,.«o• D,n,: '"'" 110 1,,,.,.c,1<1o,.,,,,.,, .. , .. ,., ... ,,io1• ......... 1 .. , CJ REVISIONS 1 12/~/17 IIOS Ctl RE.\IIE.'W 2 01/22/111 100lt FINAL CD'S J 09/24/111 SB03XC039 CROWN SITE: 880170 CHINO CREEK ~EIJCALYPTUSAVEHUE CHIN0.CAI.JF'ORHIA91709 SAN BERtWIDINO COUt-rTY ANTENNA AND RRH DETAILS 74/658Product Data Sheet:,; HB114-13U3M12-xxxF I HYBRIFLEX'" RRH Hybrid Feeder Cabling Solution, 3x18, 6AWG, Riser, 1-1/4", Multi-Mode Fiber I~ • i 0 I § 1 E I j l 1 ., l § Product Description AFS' HYBRIFLEX Remote Radio Head (RRH) hybrid feeder cabling solutlon combines optical fiber and DC power for RRHs in a single lightweight aluminum corrugated cable, making it the world's most innovative solution for RAH deployments. It was developed to reduce lnsta!!atlon complexlty and costs at Cellular sites. HYBRIFLEX allows mobile operators deploying an RAH architecture to standardize the RAH 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. Standard RFS CELLFLEX• accessories can be used with HYBRIFLEX cable. Features/Benefits • Aluminum corrugated armor with outstanding bending characteristics-minimizes installation time and enables mechanical protection and shlelding • Outer conductor grounding -Elimlnates 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 • UL-Listed, flame-retardant jacket. UV protected assembly -Allows both indoor and outdoor applications Technical Spec1f1cations OC Power Cabla Prop,art!11s Size(Power) ~:;nntyW1reCount(P0wt!r) trands Primary Jadcet Diameter Nominal Standards{Meetsore~ceeds) fmm'(AWG}j )mm(in\l ~ ULStandard8l,1S81 Nation~! Electrical Code, NFPA 70 WJ-1. THHN/THWN lloHSIREACH CompUant Oil11nd Ciasollnelleslstancell =:1 ~~=c====--'.CC=---,-----,-=-,-,--====---cc---~-----,----------i -,----•!hil,J,,i.,,.promion.,/.ncl.ubjo_.:ttoch.:""JOI ~ ~-R_F_S_T_h_e_C_l_e a_r_C_h_o_i c_e_• _ _,__ ___ H_B_1_14_-_1_3_U_3_M_1_2_-x_xx_F ___ .,___••-"_P_1 _ _,___P,_l•t_o_,_ .. _, 1_.1_u_o_1_, __, Pl•IIH visit won lh• lnt.rn•t at http://www.rfsworld.com bdiofrequancySyrttms HYBRIFLEX 1 1/4"11l SPECIFICATIONS NONE 2 NOT USED 1 r'r'CROWN V..._,CASTLE 200SpectfUTICen1erOnve,Su~e1700 INine,Cailf0m1a926tB REVISIONS I 12/0&/17 IIOS CO REVIEW Z 01/22/111 1oa,i; t'lNAL CO'S SB03XC039 CROWN SITE: 880170 CHINO CREEK Jll82EUCAL'l"PJ1.JSAVOftJE CHINO, CAl..lRlRtM 1117011 SANBERt-lARDINOCOUHTY FEEDER CABLE SPECIFICATIONS j'''"""'"' A -8 75/658GENERAL NOTES: 1. 5PUCE CROOND CCNNEimONS. I I I I I I I I I I I I I I I I I I I I I I I j I ,r=;:-~ ) : I(----J i 1 J 11 , , , 2-RltJ.DW COAXW. CAll.E MNIUFACTURES R£CCIMIEIG'-T10NS ~ 3. ALL NSU\.A.Tm CROUND WRES m SE STRo\HDED, J,//IC WIRE LN..ES5 NOTED CJlliERWISE. 4.llUSISTl'PIC-.i..FtlROHESEI:TDROf"ANTENKAS. SEEPI.AHSFORNUMBEROFSECTtlRS. (E) (1) 2500 MH1. ANTENNA PER sa;TOR. 1TI11TI1TT (N) SPRINT CXWC JUMPERS..---,J)ll-!!lllllli' nnrn::] m::::n: :::::::::: ::::::mi 111111111, (E)(1)2!>00Mtt.RRH.-1 I I I (E')H'l'lftFUXCABt.E.----~ (N) (1) 800/11100 MHt ANTENNA PER SECTOR. 11f11111 :::: ~ (E) SPRINT CXW( JUM?£RS. (N) SPRINT CQI.X JUMPERS.--rr-r_=_=_=~~ if ii h r-,~:::: ti 11 1111 ti 11 1111 t: n :::: (H) (I) 800 MH, -•~ ~ ~ '--(E) (I) 1900 MN,-•~ (H) (1) 800 MN, Rl><.==.r111.--J I I I I I I I I : : ~(E)HY8RIFLEXCAEI.E. I I I I I I J J J *-to-----;=~-;---::~, '~1,\! r 11 II il II II II 11 II 11 II II II It II II 11 II 11 !1 :: !! r-------(E) SPRINT FIBER AND ~~~-~ 0C JUNCTION BOX; SEE . SHEET A-6. ~~2>R1-xi1{fWo~ f'ORPOMR/FlBER. '----,--c----",e--f --(E) ""'"'gr.;""'""· i I I ,,,--------,.," I . : D 1'-------~---------(E) M; CONDUCTOR, I MODIFY AS REQUIRED. DI (E) M; POWER SOURCE --------~.,\,'I,~""'"' ~ (E) TEI..CO SOURCE. r'r'CROWN V~CASTLE 200SpectrunCen1erDnve.Sune1700 lrvme,Califcm1a9261B . . . ' ' CJ REVISIONS I 12/08/17 IIOS CO RE.VIEW 2 01/22/111 1am: FINAL CO'S SB03XC039 CROWN SITE: 880170 CHINO CREEK 3DB2ElJClL'l'PT1.JSA',Uf\JE QilNO, CAl..lFtlRNIA 1117011 SliN BERHAADINO COUNTY DC SINGLE LINE DIAGRAMS ~ II. EXIST»IC DPL.DEts NCl EXISTl'IC llU.'S NOT" SJ«JWN FDR a.ARITY. ~--------~• ._c_,.o_:_""""_&_"""""'_GR_O_~_N_D_~;_G_S_Y_ST_E_M_S_C_H_EM_A_J_IC _______ __.__s_"C:,:_,'__.__2___._D_C_/_F_IB_E_R/_C_O_AX __ S_IN_G_LE_L_IN_E_D_IA_G_RA_M _______ __._ __ ~1~ ~jm_,_""'_""_E_-_1_~1: