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Home My WebLink AboutCD 2022-0007; T-MOBILE LA COSTA PLAZA; Consistency DeterminationI ■ ■ SITE NUMBER: SD06438A (ANCHOR) SITE NAME: SITE TYPE: LA COSTA PLAZA SHOP ROOFTOP SITE ADDRESS: 7750 RANCHO SAITTA FE ROAD CARLSBAD, CA 92009 I ATITUDE & LONGITUDE (NAD83)· 33.0800831 5· (N 3Y o,· 48 30") -117.23758700-(W -11T 14' 15.30") PROPERTY OWNER: SO, LLC 108 KI\IGS COURT SAN CARLOS, CA 94070 CONTACT: t>eckypCrnjcres.-com PHONE, (858) 373-1136 APPLICANT: T-MOB LE WEST CORPCRATION PROPERTY INFORMATION: OCCLPA~CY CLASSIFICATION, TYPE oc co~s·RucnoN, ZONl'-'G ASSESSORS PARCEL NUMBER, 10509 VISTA SORRENTO PKWY, SUITE 206 SAN ~EGO, CA 92121 PROJECT DESCRIPTION RFDS 67D5D998E HYBRID v B· u VB P-C (PtM•EO COMMUNITY) 223-060-29-00 THS PROJECT NCLUDES THE MOD1FICA-I0NS TO AN EXISTING • -M03 LE WIRELESS FACLITY. !NCLUOING, ANTEI\NA SOW REWOVE (2) EXISTl,G TMBX-6516-R2M PANEL ANTENNAS REWOVE (3) EXISTl,G GE,ER!C TW1" Sl'(LE 18 -AWS TIJA • REWOVE (2) EXISTING GE,ER!C TW!\I Sl"LE 1A -PCS TMA NSTALL (3) NEW A R6419 PANEL !.NTE,NAS NSTALL (3) NEW RAOIO 4460 B25+B66 RELOCATE (3) EX STING RA)l0 <449 ON""O (N) MOJNTS ON EX-ERIOR WALL NSTALL (') NEW RRU MOUNTING S~ID NSTALL (4) LOW-"ROF!LE OORWER VENTS NSTALL (6) 12x18" LOUVER VENTS EOU.PMENT SOW ADO (1) NEW CABl~ET ENCLOSURE 6160 ADD ( 1) NEW CABINET ENCLOSURE 81 60 ADD (1) NEW VOLTAGE BOOSTERS PSU 4513 INSIDE (') 6160 ADD ( 1) NEW !XRE ROUTER l!lSIDE (N) 6160 ADC (1) RP 6651 TO SUPPORT AIR6419 B41 NR ADD ( 1) HYBRID TRU!lK 6/24 4AWG 60M ADO (2) HYBRID TRUNK 6/24 4AWG 30M NSTALL 150A BREAKER NSIOE NEW PPC PANEL FOR EXISTING 6102 CA81'ET NSTALL 1 DOA 3REAKER NS!DE NEW PPC PANEL FOR NEW 6160 CABINET SACIZONING/PERM\TTING· INF1NIGY ENGINEERING llP 26455 RANCHO PARl<:NAY SOUTH LAKE FOREST, CA 92630 CONTACT: NIC FAURE PHONE, (714) 566-4451 ARCHITECTURAL & ENGINEERING· INF1NIGY ENGINEERING llP 26455 RANCHO PKWY SOUTH LAKE FOREST. CA 92630 ENGINEER, ROBERT K!TSTEINER PHONE, (949) 753-8807 EMAIL; rkitsteinerOinfinigy.com SHEET NUMBER· T-1 T-2 A-1 A-2 A-3 A-3.· A-4 A-5 A-6 A-7 D-1 D-2 SHEET INDEX: DESCRIPTION: TITLE SHEET ABBREVIATIONS. SYMBOLS. GENERAL NOTES & SPECIF1CATIONS SITE PLAN ENLARGED ROOF PLAN & EQUIPMENT LAYOUTS (E) ANTENNA LAYOUTS & SCHEDULE (P) ANTENNA LAYOUTS & SCHEDULE NORTH ELEVATIONS EAST ELEVATIONS SOUTH ELEVATIONS WEST ELEVATIONS ARCHITECTIURAL DETAILS ARCHITECTIURAL DETAILS APPROVALS: THE FOLLOWING PARTIES HEREBY APPROVE ANO ACCEPT THESE DOCUMENTS ANO AUTHORIZE THE COliTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. All CONSTRUCTION DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMEliT ANO Al('( CHANGES AND MODIF1CATIONS THEY MAY IMPOSE. PRINT NAME SIGNATURE LANDLORD DEVELOP. MGR ___________________ _ CONST. MGR ZONING MGR RF ENGINEER OPERATIONS SAC REP. CITY: COUNTY: CARLSBAD SAN DIEGO CD 2022-0007 ZONING: CITY OF CARLSBAD \ " i ~ I'\ ld :~. '! ~e>g-,ts n y F\.r-l~t.rv. ~ Y . ...... 0. !' J ! VICINITY MAP: 9 St.>;io<ooc:h COtrm.oNly Pa,t f t Lt C.OS,.t. C..~;ooO H'9' Sd>oolY ·-.. '-] LA.COSTA OAKSSOUT>t i J DRIVING DIRECTIONS: DIRECTIONS FROM T-MOBILE SAN DIEGO OFFICE: 1. f-EAD NO,THWEST ON VISTA SORRENTO °KWY TOWARDS _USK B_VD • .8 .-1 2. TURN LEFT ONTO CARMEL MOuNTAJN RD 0.2 .-1 3. TAKE THE SUP ROAD ON THE RIGHT AND FOLLON SIG~S FOR 1-5 NORTh 10.7 Ml 4. TAKE THE SUP ROAD ON TliE RIGHT 0.2 Ml 5. TURN RIGHT ONTO LEUCADIA BLVD 1.8 Ml 6. KEEP STRAIGHT TO GET ONTO RANCHO SANTA FE RD 1 .D Ml 7. TURN RIGHT 105 FT 8. ARRIVE AT 7750 RANCHO SANTA ff ROAD CA.RcSBAD. CA 92009 BUil PING CODE RfffRNCf· APPLICABLE CODES CONSISTENCY DETERML'lA TION EXHIBIT FOR ORJGINAL PROJECT NO. ~!CUP 08-14 'd5NO~Cb201~.ocxif UV(~----~;>"\ 1,:/2: Eric l.aidy, Gty Plamer. --. ~ 0 RE~MMFN~ll\'-:f0Sol\ C:zo\+-&Ji_ . DATE: {Xl. 19 1 'lon !f-· ·Mobile· PLANS PREPARED BY: INFINIGY8 ENGINEERING, LLP 26455 RANCHO PARKWAY SOUTH LAKE FOREST, CALIFORN\A 92630 JOB NUMBER: 581-100 CONSUL TING GROUP: NO. 0 03/07/22 SITE INFORMATION: 100% CD'S CAM LA COSTA PLAZA SHOP SD06438A 7750 RANCHO SANTA FE ROAD CARLSBAD, CA 92009 SEAL: SHEETTin.E: TITLE SHEET .. -------------------------------U-T- 1 L- 1 T_ 1 _E_S ____________________________ ALL __ wo_R_K_,s-To_c_o_MP_L_Y_W_ITH __ TH_E_2_0_,9_CAL_tF_o_R-N1A_e_u_,L_o_1N_G_c_o_o_E_(_c_B_C) _______________________ ...J[SHEETNUMBERT, _ 1 ANSI/TIA-222-H I 607 COMMERCIAL BUILDING GROUNDING AND BONDING REOUIREMENTS FOR ffiECOMMUNICATIONS AISC -CONSTRUCTION MANUAL. 9Tli EDmON OR LATER. CEC (CALIFORNIA ELECTRICAL CODE) 2019 CFC (CALIFORNIA F1RE CODE) 2019 -2018 IFC ___ ____, '\A'' AB AC ~ A.F.F. ARCH APPROX A.G.L. A.M.S.L BD BLDG BU<G BDT BSMT BTS C CEM CL CLG CLR COL CONC CONST CONT CORR co DIA DBL DEPT DEMO DIM DN DR DTL DWG ~ rue ELEV EQUIP EXP EXT - FA FB FF FH FIN FLR FOS rs FT FTG FW F.G. FUT GA GALV GL GR GYP GFCI GND HC HDW HTR HM HORIZ HR HT HV ID INS INT JT ABBREVIATIONS ANCHOR BOLT ASPHALTIC CONCRETE AIR CONDITIONING ADJUSTABLE ABOVE FINISH FLOOR ARCHITECTIJRAL APPROXIMATELY ABOVE GRADE LEVEL ABOVE MEAN SEA LEVEL BOARD BUILDING BLOCKING BOTTOM BASEMENT BASE TRANSCEIVER STATION g~~~(S) CHAJN LINK CEILING CLEAR COLUMN CONCRETE CONSTRUCTION CONTINUOUS CORRIDOR CONDUIT ONLY DIAMETER DOUBUE DEPARTMENT DEMOLITION DIMENSION DOWN DOOR DETAIL DRAWING EXISTING EACH N NT ION EXTERIOR FIRE ALARM FLAT BAR FINISH FLOOR FLAT HEAD R.i5~(ED) FACE OF STIJDS FINISH SURFACE FOOT, FEET FOOTING FINISH WALL FINISH GRADE FUTIJRE GAUGE GALVANIZED s ND FAULT CIRCUIT RUPT GROUND HOLLOW CORE HARDWARE HEATER HOLLOW METAL HORIZONTAL HOUR HEIGHT HIGH VOLTAGE INSIDE DIMENSION INSULATION INTERIOR JOINT LAM LBS LT LA LNA MFR MAT MAX MECH MIN MISC ML MO MS MTD MTL fu~~ NO NTS 0A o.c. OPNG OPP PARTN PL PLAS PLYWD POC PROP PT R REQD RD RM RMS RO SC SCHED SECT SHT SIM SPECS ss STL STOR STRUCT SUSP SW SWBO THK TI TMA TOS TS TYP UNO VCT VERT V.I.F. VG ~ WR WT XFMR @ [ 't L It .5YMBQLS; ~ SECTION NUMBER ~EET NUMBER /XX DETAIL NUMBER ~ SHEET NUMBER r.r SECTION NUMBER ~EETNUMBER ~ DETAIL NUMBER ~ SHEET NUMBER LAMINATED POUNDS LIGHT LIGHTNING ARRESTOR LOW NOISE AMPLIFIER MANUFACTURER MATERIAL MAXIMUM MECHANICAL MINIMUM MISCELLANEOUS METAL LATH MASONRY OPENING MACHINE SCREW MOUNTED METAL NEW NOT IN CONTRACT NUMBER NOT TO SCALE OVERALL ON CENTER OPENING OPPOSITE PARITTION PLATE PLASTER PLYWOOD POINT OF CONNECTION PROPERTY PRESSURE TREATED RISER REQUIRED ROOF DRAIN ROOM ROOMS ROUGH OPENING CORE LE TIONS S STEEL s S RAL S DED S CH SWITCHBOARD THICK TENANT IMPROVEMENT t8~ESFM!llYiW..f8E AMPLIFIER TIJBE STEEL -TYPICAL UNUESS NOTED OTHERWISE VINYL COMPOSITION TILE VERTICAL VERIFY IN· FIELD VERTICAL GRAIN WITH WOOD WATER RESISTANT WEIGHT TRANSFORMER AT CHANNEL CENTERLINE ANGLE PROPERTY LINE BUILDING SECTION REFERENCE DETAIL REFERENCE DETAIL SECTION REFERENCE EXTERIOR ELEVATION REFERENCE 0 KEY NOTE REFERENCE -------PROPERTY LINE CD DOOR NUMBER )( )( )( FENCING CD AREA AND/OR ROOM NUMBER -E-E-E-E-ELECTRICAL SERVICE MECHANICAL UNIT -T-T-T-T-TELCO SERVICE 1 THESE NOTES SkALL BE CONSJDERED A PAR-or THE WRITTEN SPEC,FJCATIONS 2. Tl-4E COt-rRACTO~ SHAU No,::-v A.RCHITECT/ENGINEER or ANY E~Roqs, QM.SSIONS, OR O SCR£PANCIES /JS THEY tMY BE D SCOVE=tED l"-1 riE t>J.NS, SPEClf'iCATIONS, &. NOTES PRIOR TO STARTI._,G COI\STR'UCTION INClUOING BUT NOT i..l,...rEO BY OEMOt.nON. Y,..[ COl'rRACTOR $\iA.L.l BE RESPONStBLE FOR CORREC-!NG A.NY ERRORS. OM SSION. OR INCo,srs-E~CY AFTER THE STAR"; or CONSTRUCTION WHIC-i HAS t,,QT SEEN BROUCHl TO frtE ATIENTIO ... or THE ARCHITECT/ENCl,EtR ANO SHALL INCUR ANY tXPENSES TO R:'.CTIC')' THE srUl<TION. THE METHOO or CORR£CTl0-., S'-W.l 8E APPROVED BY THE ~CHTECT/ENGl'\l[(R. 3. PR OR TO STARTING CCNSTRUCllON Tt-tE CONTRACTOR hAS THE RES.:>CI\SI9'U"Y TO LOCATE ALL EXISTI"IG JTIUTIES, WHETH:'.:R OR: 'IIOT SriCWN Qt,. THE PLANS, AND TO PROTECT TMEM FROM DAMAGE. THE CONTRA-CTOR OR SvBCON""RACTOR SHA-1. BEAR -HE EXPENSE or REPAI~ NG OR REPLACING ANY ~GE TO TH[ if'KmES CAUSED DURl"-G rtE EXECUTIC'-or THE WORK. 4. A COPY er TI-IE .c..PP~OVED PLANS SI-W.L BS KEPT N A PlACE SPEC flEO :JV THE GOVERNING AGENCY. AND 6Y LAW SHALL BE AVAILABLE FO~ INSPECTJON AT A.LL TIMSS. T IS WE CO\JTRACTORS ~ESPONSIBIUTY TO ENSU~ ALL COI\STRUCT10N SETS REFU'.CT THE SAME IP..F'ORW.TION AS THE APPROVED Pio.ANS. TI-E CONTRACTOR SHAU. ALSO MA NlA N 01>4£ SET OF Pl.ANS AT 1HE SrT[ ~OR THE PURPOSE Of DOCLMENTING AJ..L AS-BJILT CHANGES, REVISIONS, ADDENDUM'S. OR CI-W"GE ORDERS. THE CONTRACTOR SHALL FORWARD THE AS-BUILT DRAWINGS TO ME ARCI-TITECT/ENGINEER I\T T~E CONCLUSION Of" T"'lE PROJECT. 5. T'iE CONTRACTO~ SHALL B:'. RESPONSIBLE FOR T'HE COMPLITE SECURIY OF THE SITE FRO~ S-A~T OF PROJEC''. TO COW?LETIO"'I OF PROJECT 6. r"'lE co-.rRACTOR 'S RESPONSIBLE TO PROVIDE -o•PORARY POWER. WATER. ,tJ,,ID TO LET fA.CILmES 7. All co,STRUCTIOJ\ riROUGH THE PROJtCT SHAU. CONPO~~ TO THE 2019 CBC ANO ALL OTHER GOVERNIJ\iG CODES. e. TME COtrRACTO~ StW..1.. BE RESPONS BLE FOR COM?LYl"IIC WITH ALL SA~m =>RECAUTio,s ANO REGULATIONS OURl"'G TriE WORK. THE EN:;INEER Will NOT ADVISE ON NOR PROVIDE O'RECTION AS ".'0 SAECTY PRECA\JTIOJ\S A-.,D DfWGRAMS 3. THE CONTRACTOR SHALL SUPERVISE AND COORJ,NATE AU 't'fORK. USING 1-itS =>ROfESSONAL. KNOWltDGE AND SKILLS. "-E IS SOLELY RESPONSIBLE FOR All CCNSTRUCTlON MEANS, IAITHOOS. TECHJ\IOUES, P~EDURES A1'1D SE:OUENCING AND COORD1NAT NG ALL PORTIONS or -H WQRI( 10. TH[ CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOP All PERVlTS, LICENSES AN') JNSPECiONS wrM R[SPECT TO THE. WORK TO COMPL~E THE PROJEC. BUILDING PERMtT APPUCATIOt-.:S SHALL BE rit.EO BY THE OWNER OR 1.,15 REPAESEl\iATlVE. CONTRACTOR SHALL OBTAI-., THE ?ERMrT A...,C lillAKE flNAL PAYMEJ\'l or SAID DOCUMENT. 11. AL Dl~ENS CNS TME ?RECDENCE OVER SCALE Ut-4LESS. OTH~ISE NOT£!::. 12. THE CONTRACTOR SHALL P~OV D£ AU NECESSARY BLOCK NG. BACKIN:;. FRAMING, HANGERS OR SUPPO~TS FOR NSTAJJATION CF l"'tVS NO•CATED ON T"'E :,RAW NCS. 13. THE CONTRtiCTO!:t SHAl..l. PROVIDE THE ARE MARSH.A.LL. APPROVED MATERIALS TO ;:'Ill/SEAL PENETRAT ONS THROUGH nRE l?A-ED ASSEMBLIES. 14. • NEW co-..sTRucnO\I ADDEJ TO EXISTING CO\IS-RUCTIO"' S\.iALL BE WATCHED I~ F"ORW, lEXTURE. MATERIA.... ANO PAINT COLOR E.XC[Pl AS NOTED IN THE PLAf,..S. 15. WHERE S?ECIF1ED. MATERIALS TESTING SHA...L Bt TO TI-IE LATEST S~A"IOARDS AVA. L.ABLE AS REOUIRE.D BY' THE LOCAL GOVERNING AGENCY RESPONS18L.£ FOR RE.COR01NG THE RESULTS 16. All G[t-4[:Rk. NOTES AND STANDARD OETAJLS ARE THE M Nll,,!UM REQUIREMENTS TO BE USED IN CO\IDmONS WHIC-i ARE t40T SPEC!FlCALLY SHOWN OTHERWISE. 17. ALL DEBRIS AND REFJGE IS TO BE REMOVED FRO~ THE PROJECT DAILY =>REl/IS[S SHALL BE un N A C:..EAN BROOW FINJSH£0 CO"IDffiON o,_-All. TJMES. 18. All SYMBOLS ANO ABSR[VIA'TIQNS ARE COt.StOERED C-::>I\STRUCTIDN I-..iDUSfRY STANDARDS. IF A C~OR HAS A OUES-ION REGA.i?DING THE1R EXAC-MEA"-IIP..G rHE ARCHITECT/ENGINEER SHAL.L BE NOTIFIED roR C\ARIFICATIONS. 19. THE ENGJNEER SHALL NOT BE RESPON$13_E rOR THE METHODS. Tf:CHNIOUES AND SEQUENCES OF PRO::rnuqrs TO PERFO~~ TH[ WORK Tl-It su::>tRvtSION Of TI-IE WORK IS THE SOLE RESPONS 8I.JTY Of THE CONTRACTOR. 20. CO"ITRACTORS SHA..L VISIT TriE SITE PR' OR TO BIO TO ASCERTA.11\ CONDIT10NS WHICH MAY ADVERSELY AFFECT -HE WORK 0~ COST THEREOF. 21. THE CONTRACTOR SHA.LL F tlD VERFY TH[ DIMENSK)N, ELEVATION, ETC. r..[CESSAR'I' :OR Tl-IE PROPER CONSTRUCT ON AND ALIGNMENT or T-iE NEW PO::rTIO"I Of THE WORK TO THE EXISTl'IG WORK. TME CONiRA.CTo:;: SHALL MA-<E All MEASUREMENTS NECE'.SSA.R'I' FOR fASR:CATl()N MO ERECTION OF S..,Rl..CTURAL M~BERS. ANJ D'SCREPANCY SHALL BE 11/MEO\ATEL'I' BROUGHT TO THE AIENTIO~ OF T"1£ ARCHITECT/ ENGIN[J:R. 22. AU. EXISTl-..iC ACTIVE S[WER. WATER. Gli.S. ELEC""RiC, ANO OTHER u-I~.n ES 'fiHERt ENCOUNTERED N THE WORK. SHALL BE PROTECTED AT ALL TlMES. ANO WHERE REQUIRED FCIR THE PROPER EXECU110N CF THE: 't',ORK. SHALL BE RELOCATED AS DIRECTED BY EJ\GlM.ERS. EXTREME CAlf"lON S-iCULO BE USED 9v THE CONTRACTOR WHEN EXCAy~-ING OR PIER D~ILLING AROUND OR "l[AR lJTll,T ES 23. All. EXISTING INACTIVE S~C:R, WATER, GAS, E_ECTR·C AND O~ER ulUTlES, WH!CM INTERFERE WITH THE EXECl..'llON OF THE WORK, SHALL BE RD,IOVED AND SHA_I. BE CAPPED. =>LUGGED 0~ OTI--ERWISE OISCONTINJED AT POIWS W•HCH WILL NOT INf[RF[RE W TH .,.HE EXECUTION OF THE WORK. SUBJECT TO THE APPROVAL OF THE ENGINEER. 24. NO Cl·,A..1'/CES O.R'E. TO BE MAOE. TO "'l<ESE PLANS WJTHOUT THE KNCWL!DGE AND WRITTEN CONSENT OF tHE ARCt·IECT/ EI\Gtr,.[ER UNA.U-THORIZEO CHANGES RENDER THESE DRAWINGS VO 0. 25. ANY R"::F>"...RENCE TO '"l-lE wo~os AP::,ROVEO, OR A?PROVA.L IN rn::sE DOCUMENTS SHALL BE HERE OEFlNED :"O MEAN GENEAA... ACCEPTANCE OR REVlEW .A.ND SHAL.. NOT REUEVE THE CONTRACTOR AND/OR HIS su6-CONTRACTORS or At-rf UASH.l'TY IN HJRNISHIP,.,G THE REOUIRED W.TERIAL.S OR LABOR SPECJF1£0. 26. IT St"AU BE THE RESPOI\Slt3IU'TY o: THE CONTRAc-oR TO LOCATE ALL EXISTING UTILrTIES WHETHER $MOWN HEREON OR NOT, AND TO PROTECT THEM qrov. DAW.ACE, THE CONTRAC .. OR SHALL BEAR AL-EXPE1'S£ o~ REPAIR OR ~EP..ACEVENT I~ CONJUNCTO'\I WIT-i .. 1-E EXECVTIO\/ OF -HIS WORK. 10. GENERAL CONTRACTOR SHALL NOTIFY THE ENG NEER ANO ARCrllT(CT IWMEDIATELY or A"ff OISCREPANC,ES FOUND WIT-ilN THE CO'ITRACT DOCUMENTS, PRIOR TO START!~ ~ORK. SITE PREPARATION NOTES· l. THE PREPARATION OF THE SITE FOR CO/'.STRLICTIJI\ SHALL l'IC-UDE -HE REWOVAL or ALL BROKE"/ CONCRfTE, TREE TRUI\KS Af\10 AAY CTH[R O[BR'IS tlAT WOULD BE DAMA.GING TO THE FOOTINGS Of THE NEW STRJCi.JRE 2. BACK f!LuNG A--RE.NCHES SHALL BE Of CLEM. STER LE 50,L HAVING A SANO EOUWALENT o: 30 OR GREATER. BACK FLUNG ShA_L BE DONE IN 8 INCH 1..,WERS, MO SllJRE CONDIIONED AP,.,0 PROPERL'I' COl.4PACTEI>. AD::OJATE DRAl'-AGE S-.ALL SE PROVDEJ su:H TH" .. "-0 PONDING occu~s. .3. ~ FOU'IDATIOfll FOOTINGS SHAll EXTEND INTO .c.NO BEAR AGAINST NATURAL UNOISTuRBED SOIL 0-=i: APPROVED COMPACTED fill. FOOTl,GS SYAL.L EX:E'\10 INTO SOIL DE?Tl"I AS INJICATW IN PLA'IS. 4. ShOUO ANY LOOSE nLL, EX.PA!\SIV.E SOIL.. GROUND WA.T!R OR ANY OTI-IER UNEXPECED COND'llO\iS BE ENCOUWERED OLJRl'IG Tr-E EXCAV.AT,ON F'OR THE NEW rou ... DAT ON. THE i\~CH TECT/ENGINEER SHALL 3[ "'J(>TlnED ANO All fO\JNDA:ION WORK SHALL CEASE MW'EDIATEL "'. 5. WiTHIN A.N AREA A Ml"IIMUM Of !> F::a 9[)'01\D THE BUfLDl'-X; _IMITS. EXCAVATE A lillNIMUW o: 4-OF EXISTING SOJL REMOVE A.LL ORCANI:s. PAVEMENl. ROOTS. DEBR.S ANO OTHERWISE UNSUITA.3LE WAT[RLAJ..... 6. THE SURFACE OF THE EXPOSED SU3CRA.DE SrlAL.l BE INSPECTED BY PROBJP..G OR TESTING TO CHECK =-oR POCKETS OF S0-7" OR U\ISUiABU:: MATERIAL EXCAVATE UNSUfTABLE SOIL AS Ol~ECTEO BY T-iE GEOTECHNK:AL ENGINEER/TES-INC AGENCY. 7 PROOf"ROU THE SURFACE OF THE EXPOSED Si..,0GRADE WITH A LOAD(!) TAAOCM AXLE DUMP RJCK. REMOVE AU SOILS WHICH PUM? OR 00 I\QT COMPA.CT PROPERLY AS ~fRECTE;) B'I' 1HE GEOTECHN CA_ (NG N:tR/TESTING AGEI\CY. 8. nu All EXCAVA-ED AREAS Wl7-< A,;JPRQV[D CONTROLLED Flll. PLACE IN s- LOOSE LIFTS ANJ -HE W.Xfl,UM ORY DENSr" IN ACCOR:)ANCE WITH ASTM D-698. COMPACT TO A MINIMU~ OF 9.'.>1. RELATJ\'E CO~PACTIOI\ 9. TJ-1£ STRJC-uRAL i)RAW NGS HERE IN REPRESENT THE F NIS-IED STRUCTUCl:E. THE CONHACTOR SHALL PRO'IIOE AJ.. TEMPOR/1.RY GUYING AND BRACIP,.,G REOUHEO TO ERECT ANO HOU) T-iE STRUCTiJR~ IN PROPER AL GNMENT u,'TIL All STRUCTURAi. WORK A.ND COl"INEC'IONS HAVE BEE"/ COMP_El[O. THE l'NEST!GA.TION, DESIGN, SA~m. A()[OUA.CY ~o INSPECTION OF ERECTION BRACNG. Sl"IORtNG. TEM0 0Rf:.RY SL.PPORTS, ETC. IS THE SOl.E RESPON9BILiT'I' OF TH:: CONTRACTOR 10, PRIOR -o STARTING CONSTRUCT•ON, THE CONlRACTOR SK6.LL PROTECT A_!.. AREAS fROM DA>.IAGE W-iK:H "A'< OCCUR DURIP,.,G CONSTRIJCTIQN. AA Y DAMAGE TO NEW OR D<ISTING SURFACES. s-RuCTUR[S OR EOUIPMEN-ShALL BE MMEOIATELY REPAIRED OR RSPLACEO TO THE SA-ISFAC70N OF THE PRQ::>~TY OWNER. -HE CONTRAC-OR SHALL BEAR THE EXPENSE or REPAJRING 0~ REPt.ACING Am DAMAGED AREAS 1 · WHEN REOU RED STORAGE OF MATERIALS OCCURS, THEY SIW.l SE EVE,L'I' OISTRB\JTE.0 OVER THE FLOOR OR ROOr-SO AS I\OT TO EXCEE:D T"iE 0£S·GNED UV( LO"JS FOR THE STRuc-uRE, TEMPORARY SHORl"'IG 0R BRACING SHALL BE PROVlD£::> WHERE THE STRUCTuR( 0~ SOfl HAS NOT ATTAIJ\ED Tri[ DESIG\I S-RENGTl-i FOR T-E co-..iOITIONS PRESE.NT. 12. BEfOR[ PROCEEDING '111TH Af,Y WORK WITHN THE EX STING FACIIJTY, TH:: COt-lTRACTOR SHALL FAMILIARIZE H MSELf wrr-. EXISTING STRlJCTU:W. AND OTHER CONDl70NS T SHALL BE THE CONTRO.CTOR'S RESPONSIBIL lY TO PROVIDE All NEC~SSA~ BRACING. SrlORING ANJ o-HER SAFEGUARDS TO MAlt.TAIN All PARTS or THE EXISTING WORK N A SAFE CONO"TION DURING THE P~OCESS OF OEMOU7lON ANO CONSTRUC-ION AAD TO PROTECT FROM DAMAGE THOSE PORTIONS or Tl-!E EX STING WORK WHICH ARE -c Rfl.'AIN. SUBMITTAL$· sus1,.urALS: SLiBM TTALS FOR SHOP DRAWJP,.,GS. MIU TESTS. PRODUCT DATA. e:-c. FOR ITEMS DESIGNED BY iHE ARCHP1'.CT/ ENGlt.EER o: RECORD SkALL B£ tJAJE TO TH~ A.RCrtrTECT/ENGINSER PRIOR -o CONS-RUCTION. WE CONTAACTOR SHA~ RE'\IIEW THE SU8UJTTAL 8[FORE FORWARDING TO n-tE ARC-ilTECT. SU8Ml"lALS SHALL BE ).IA[)£ !N ACVANCED TJ ARCHITECT-ENGl"-EER. SUBMITTALS RE.OJl~ED FOR EAC-i SECT.ON OF T-,ESE "'OTES ARE SPECIFlEJ 1"-""HAT SECTION SHOP DRAWING REVIEW· REVIEW BY THE ARCt-tf""ECT/ENGtNEER IS FOR GENERAL COMPLIANCE WTH THE DESIGN CONCEPT ANO THE CONTRAC-OOCLJWENTS, MARKINGS OR COMMENTS SHAH NOT BE CONS-RUED AS RELIEVIJ\G 7-E CONTRACTOR PROM COMPLIANCE WITH THE PROJSCT PLANS AND SPECIFICATIONS, '\IOR OEPART\JR[S "':'liRER'FROM. ""HE CON"TRACTO~ RE .... .AINS RESPONSIBLE FOR DETA'LS Af~O ACCURACY, ro~ CONF'RM NG AN) CORR8.AT1"1C All OUti.NTmES ANO OtVE!\.SIONS, FOR SE.SCTIOl't FABRICATION PROCESSES. ACCESSIBILIJY NOTE: THE TELECCWMUNICtinONS EQUIPMENT SPACE SHOWN HEREO~ THESE PLANS IS NOT CUSTOMAR LY OCCUPIED. WORK -o BE P::RFORl,ff□ IN THIS FACIUTY CANNOT REASOi-.ASLY BE PERfORMEi) BY PERSONS WITH A SEVERE MPAIRMENT: 1109:Ln', StG"'1, AND/OR HEARING. TYEREFO~E. P(R 2019 CALIFORr-.lA BUILDING CODE ~~c~g;Es1s10::o0 fif8f~fN 1, T-ilS FAC UTY SHALL BE EXDPTED FROM ALL Tn.E BID WALK NOTES: 1. CO'ITRACTOR TO FlELO VERIFY All EX!STIP..G CONSTRUCTION CONDmONS BEFOR~ Sl.BM TTAL OF FINAL BIDS. START OF CO~STRUCT!O~ ANO/OR FA.9RJCATK>N. AFTER THOROUGHL v EXAMIMNG THE PLANS A.1-.D EXIS7NG SITE CONDmONS NOT'FY THE ENG NSER N WRffiJ\C OF AN< O~ISl()NS/0 SCREPANCIES, OR Am ITE,...S I\EED NC CLAR'ncATION PRIOR TO SUBWf'.'TIJ\.G flNAL BIOS. 2. IF THE ENG,NEER JS NOT NOTIF EJ OF r..vr OMISICNS/DtSC~EPANCIES OR Cl.AR flCATIONS ·N HRffiNG AS DESC~ BED IN f 1 r. W1LL BE CONFlR!J(:> THAT THE CONT~CTOR HAS CONSIDERED ALL r EMS -HAT WILL AffECT THE COST Of THE CONSTRUCTiON or THE S'TE UNDER THE ~OST STRING['IT CONomc>NS. TrtE CONT~OR lh!Ll NOT BE ENTITLED TO A~ AOD,TIQNA_ COMPENSAT ON AFTER flN.eJ... BIDS hAVE 3::EN SUBM TIED AND AWARDED FROM CARRIER. CD 2022-0007 BATTERY INFORMATION / NOTES: BATTOO lotrG.: NORlli5TAA MOOCL No · NSS 1 oon RCO UECTRO._YTE ~JlT PER BATTERY: 0.8J3 CAU.m.'S ElICTRO-... YIT K"1ARO ClASSIFD.TION PCR 2019 CBC SECTION 1206.2 (rn:: Sl.UURC AOO): CORROSNE /lie. Of ~TTE.~£5 TO BE INSWLD: 12 TOTAJ. ElfCROL'l'lt C0t0AIN£D Ot1 Silt (0.8J3 • 12): 9.996 GAU.OHS WIX. BATTERY POWER OUTPUT Al.4PERAGE ic VOLTAGE / 1000 295 x 12/1000 ,.._ 3 54kWh x 12 ,... 42.48) TOTAL 42.-<.BKWH O'\I STE I NOT[; All ARE DEPT Bo.TTDl£5 AND NSTAUAOON I SHAU. COMPLY WITH 2019 CFC SEC'OON 1206.2 ou•.:m, rs LESS l-4A.."-50 ~ ARE £X[M.l:1J' FROM 20"9 C.f.C. SECTION 1206.2 -TABLE 1206.2.9 ,.._ ~D SHAU N:IT RECURE PERMr AJlf CtW-IGES OR AOOm1NS TO 86,Ct(-J:t Si\rERIES MUST COM?LY S. \l!Tu 2019 C.F.C SLCTION 1206.2 POW[~ OJl?Ul or TH[ BATTERY mm, LESS Tlw. 600kiU1 {2160 t.1£GAJOUL~} c II.RE EXEMPT FROM 2019 CFC S:'.CTON 12062 -.A81..£ 12052.9 ~!> sw.!.L r«Jl REOI.IR[ Pt:RMIT TABLE 1206 2 BATTERY STORAGE SYSTEM THRESHOLD QUANTITIES. 3ATTERY TECHNOLOGY Flow bolte•ies Leed oc·d, c't types Lithium. cl types "liickel ccdrn·um (Ni-C:t) S::>ei..rm, oll types Other bottery tech-,olog:es CA?AC!TY 20 kWh 70 kWh 20 kWt'I 70 kwt-- 20 kWh 10 kWh TABLE 1206.2.9 MAXIMUM Al.l.0'NA8l( BATTERY QUANTITIES BATTERY T£CHNOI OCY MAXIMUM ALLC-NAB E OUb.NTIDES G6QlJP H = Flow botler'es 600 kWh Unlim·ted Group "'i-2 Leed ocid, ciJI types Lilh'u'TI. ol tyoes Nicke coc;m·um (N -Cd} Sodium, ell types 600 kWh Other battery technologies 600 kWh Unlim'ted Gtoup rl-2 200 kW-, Nol App icoble Group H-2 Not ~p,iCC1b-le Group -i-2c r■ • ·Mobile· -PLANS PREPARED BY: INFINIGY8 ENGINEERING, LLP 26455RANCHOPARKWAYSOUTH LAKE FOREST, CALIFORNlA 92630 JOB NUMBER· 58MOO -CONSUL TING GROUP: NO. -DATE:-DESCRIPTION:-BY:- 0 02/23/22 90% CD'S CAM 1 03/07/22 100,: co·s CAM -SITE INFORMATION: LA COSTA PLAZA SHOP SD06438A 7750 RANCHO SANTA FE ROAD CARLSBAD, CA 92009 -SHEET TITl.E: ABBREVIATIONS, SYMBOLS, GENERAL NOTES & SPECIFICATIONS EB t--A_B_B_R_E_V_IA_T_I_O_N_S_&_S_Y_M_B_O_Ls--,11:=_s=cALE==-: :.--11 1--t--G-E_N_E_RA_L_N_O_T_E_S_&_S_P_E_C_IF_I_C_A_T_IO_N_S ____________________________ r==-=-SCA-=-LE-=-:--'~11-2---l r~moo,~,T-2 L-_____________ ........ ......;.N;;.;..T;.;.;.s._,.....___._ _________________________________________________ .l.......l -.:.:.:N·.:.:.:r·s=-.-----1_....J.._ ___________ ___,I \\ B'' ' ' ', ,_' ~~ ,,','- ', ', ' ' ' J PARK!!(; ARf.4' ', ' ' /J ~, TOR .;. /,, , . -',<,,IZ>. 15° /~~// _ ---,,//~LtEl """""'-'7 , I ,I , I ' ' I I· •I, I " -l ~ i '---------------' --- EXrsrNG T-MOB!l! PRO.{CT, lU AR£A OF P1<0POS[I) WORK V SECTOR 'c' 220· SECTOR 'B' 130° -- (E) lRIT (TY?.)\ r;. /\.:., ,' /, 4 '/ NG ------ !!!QIE.;. SITE PLAN IS PRELIMINARY AND DONE WITHOUT THE BENEFIT OF A SURVEY. CD 2022-0007 r■ • ·Mob ile· PLANS PREPARED BY: INFINIGY8 ENGINEERING , LLP 26455 RANCHOPARKWAY SOUTH LAKE FOREST, CALIFORNIA 92630 J06 NUMBER: 581-100 CONSUL TING GROUP: NO. DATE: 0 02/23/22 1 03/07 /22 100% CD'S SITE INFORMATION: CAM LA COSTA PLAZA SHOP SD06438A 7750 RANCHO SANTA FE ROAD CARLSBAD, CA 92009 SEAL: SHEET TITLE: SITE PLAN ' SECTOR 'A' 1 s· / (E) T-IIOBI.£ PROJECT-~ i I -iPR(.f()SID"°"" ~ I . -------------- □ 4E) ~ , , , OO(E) T-11081l£ PROJECT-----..... ,, AA£>,Of PR(.f()SIDWORI( --....., , I D T (E) r-MOeU PROJECT ,,,m,. .. ~ AA£A or PROPOSED "°"" ~ ------- SECTOR 'C' 220· , I , I , , llifil; SITE PLAN IS PRELIMINARY AND DONE WITHOUT THE BENEFlT OF A SURVEY. (E) ROOFTOP =-... SECTOR 'B' 130° (E) T-""81LE PROJECT AREA Of EOUl'IIOIT PROPOSED WORI( EB (E) HI08U RIIS 6102 ------'-----, EOUl'MOO OOl<ET (E)T-""81LEB8U001<ET------- TO B( ROIMO (E) EQUIPMENT LAYOUT (E) H l00II£ GPS NITEH"' (EJ T-""81LE R8S 6102 ---'-----, EOUl'IIOIT c,BN:T (M) 2°• CONDUIT fOR F1£R-------+--c+-, CONNECTION TO (E) CABKT (EJ Hoteu: = TRAY------< l'<STN.1 (N) 1-1/2"e COH1MT -------1---' TO (N) 6160 CABKT (E) T--ll08U CNltE SlmU0------1 2 D 2 D 2 D 2 (1) (N) RP0651, (1) (N) IXR£ ROUl(R, D----& (1) (N) PSU 48U VR4A CD 2022-0007 SCALE: ~I------(E) T-IOBU 200,l. P!'C l'<STN.1 (1) (N) 150'-8Rf>KER f0R (E) 6102-,., (1) (N) 100< BR£Al([R f0R (N) 6160 2 ~ (N) H IOBl.E 6160 CA8t£T •I '---hc+----k'+--------(N) T-MOOU 2" CONtm rROM (N) 8160 TO (N) 6160 ~ (N) T-IIOBU 8160 &\TTEJ!I' CABKT ___ .,___ r■ • ·Mobile· PLANS PREPARED BY: INFINIGY8 ENGINEERING, LLP 26455 RANCHO PAR'r'MIAY SOUTH LAKE FOREST, CALIFORNIA 92630 JOB NUMBER· 581-100 CONSUL TING GROUP: NO. DAlE: 0 02/23/22 03/07/22 100% CD'S SllE INFORMATION: CAM LA COSTA PLAZA SHOP SEAL: 5D06438A 7750 RANCHO·SANTA FE ROAD CARLSBAD, CA 92009 SHEET TITLE: ENLARGED ROOF PLAN & EQUIPMENT PLAN ~ (E)cwuw,u--------l-2;~ 1----------------------------------,---::--::-:-:-::---r-;P""'l~-ii~~~~-.--r-1-t----------------------------------,,-;S-;::;CAMLCE::-,-,~~~ii~~~~;--r-,r~m•'"·~A-2 L_E_N_LA_R_G_E_o_s_1_T_E_P_LA __ N _______________ .i.......;.;1/:....:!;....·~:_;~_~~~o·...J....._~_-_4_' _a_·, ....1....-'---(N_) _E_Q_U_IP_M_E_N_T_LA __ v_o_u_T __________________ 3/_8_"=_1_·-_o· __ o~_,_.-i!_2M_3•~_3_L 1.. _________ ____.I ,, D ,, EXISTING ANTENNA SCHEDULE (E) T-""81£ TW1N ST"I\£ 1A ·PCS™'TOBER!MOYED (1 PER SECTOR. TOTAi. 3) (E) T-litOBl.f wa.:> 4449 971+885 TO BE REl..OCATED ONTO EX1EROR WAU. (1 PER SECTOR. TOTAL 3) (E) T-MOOI.£ ffltH .... El. NflDflO. (1 PER SECTOR. TCTAI. 3) SECTOR :« Al °' g u w l>2 "' P' 81 °' 9 V, B2 ,u Cl °' 8 C2 V, TECH. L2100 700/L600/ N600/U190( /G1900 700/L600/ ~600/U190< /G1900 - L2100 L700/L600 <600/U1900 /G1900 (E) 24"><24' lllUVER VOO ,I SECTOR 'C' 220· (E) T-MOBllI 1W1< ST"I\£ 18 -/t'lfSTW.TOBERDIOVED (1 PER SECTOR. TOTAL 3) (() T-IIOBIU TMBX P-"'EI. NlTOlt6' TO BE RD!CMD (1 PER SECTOR. TOTAL 3) ANTENNA MODEL Tl.1BX-6516-R2M FfHH-65A-R3 FFHH-65A-R3 EMPTY Tl.18X-6516-R2M FfHH-65A-R3 EXISTING ANTENNA SCHEDULE ANTENNA ANTENNA RAD AZIMUTH CENTER 15· 23'-Q" 1s· 23•-o· 130' 23•-o· -- 220' 23'-0" 220' 23·-o· (E) 2,·.a,· t.00,{!! VOO TMA / RRU CABLE TYPE CABLE LENGTH (1) TWIN STYLE 1B -AWS (2) COAX CABLES (1) RADIO 4449 B71+885 (2) FIBER JUMPER 196' 6) SUREFLEX JUMPEF ig (1) TWIN STYLE 1A -PCS (2) COAX CABLES (2) FIBER JUMPER <.:> <.:> (1) RADIO 4449 871+885 ;: 3' 6) SUREFLEX JUMPEF ~~ (1) TWIN STYLE 1A -PCS (2) COAX CABLES v,<r> so· uu :,:I --"'"' XX "'"' (1) TWIN STYLE 18 -AWS (2) COAX CABLES ~5: 102' ( 1 ) RADIO 4449 871+885 (2) FIBER JUMPER 6) SUREfliX JUMP[, (1) TWIN STYLE 1A -PCS (2) COAX CABLES (E) T-M08l.E 1W1< ST"I\£ 18 -liliS , TW. TO BE RDl(Ml) (1 PER S(C10R A a C. TOTAi. 2) SECTOR 'A' 1 s· (E) 24°'24' LOIMR VOO (E) FRP P-"'EI. WALL (E) T-10:)811£ RAOO 444g 871 +885 TO BE RELOCATED (1 PER SECTOR. TOTAL 3) (E) T-II08lf mt< ""'El. ANTO/Nl TO REMAIN (1 PER SECTOR. TCTAL 3) (E) T-l<lel.E 1WI< ST"I\£ 1' -PCSTW.TOB£.ROIO'w'ED (I PER SECTOR. TOTAL 3) (E) T-II0011..E RAOO 4449 B71+885 TO E£ RO..OCAlID OHTO EXT[RK)R WM.!. (1 PER SECTOR. TOTAL 3) (() T-'""'1..E TWIN ST)\£ IA -PCS 1W. TO BE RDl'.MD (1 PER SECTOR. TOTAi. 3) CD 2022-0007 2 (E)FRPPM'.l.WAI.L r■ • ·Mobile· PLANS PREPARED BY: INFINIGY 8 ENGINEERING, LLP 26455RANCHOPARKWAYSOUTH LAKE FOREST, CALIFORNIA 92630 JOB NUMBER: 581-100 CONSUL TING GROUP: NO. 0 03/07/22 SITE INFORMATION: 100% co·s CAM LA COSTA PLAZA SHOP SEAL: SD06438A 7750 RANCHO SANTA FE ROAD CARLSBAD, CA 92009 SHEET TITI.E: (E) ANTENNA LAYOUTS & SCHEDULE * N SECTOR 'B' r -::E::X-::1s=T~IN:::G:-A-=--:-N-:-::T::E=N=N:--:A:--:-LA-=-:Y~O=-u::r=-_------------------------------------------------- 1 - 3 :_ 0 -_:-/~:=:-:~~=~=o·=r-o~l""""l~,---•~2-M~-111'!3-•~1-l[-~--A-3 ,, E" PROPOSED ANTENNA SCHEDULE I ,I SECTOR 'C' 220° SECTOR TECH. A1 L2500 N2500 ,< QC L700/L600/ ~ l;l A2. N60D/U1900/ V, ~1900/l2100 /L1900 L2500 81 N2500 ,m "' L700/L600/ § <600/U1900/ 82 ..., G1900/l2100 V, /L1900 C1 L2500 N2500 p "' L700/L600/ 8 ,600/u1900/ C2 V, G1900/l2100 /L19D0 REl.OCATEI) (E) T-lilOBU fW)I() 4449 871+885 W r, ~~OTAL 3) ~ (N) T-110Blf LO< PROF1l£ DORMJJ! '<O<T Ll"-, (2 PER SEC1llll 8 & C. TOTAL <) ~ (N) T-IIOBI.£ IWllO "60 825+866~5 IIJIMT[I) ON OOERIOO WALL I 0-1 0-1 (1 PER SECTOR. TOTAL J) (E) T-W08lf rrHH PANEl. AH1Ilff, ( 1 PER SECTOR. TOTAL J) ~-;.7:o1~L!XMR (8\ (J PER SECT!lfl B & C. TOTAL 6) ~ (E) "'1DINA ACCESS HATCH (E) 2,•,2,• LlXMR '<O<T (N) T-110811..E IWllO "60 825♦866 ~ (1 PIR SECTOR. TOTAL J) ~ ANTENNA MODEL AIR 6419 841 FFHH-65A-R3 AIR 6419 B41 FFHH-65A-R3 AIR 6419 841 FFHH-65A-R3 PROPOSED ANTENNA SCHEDULE ANTENNA ANTENNA RAD AZIMUTH CENTER 15· 23"-0" 15" 23'-Q" 130' 23•-o· 130' 23•-o· 220' 23·-o· 220' 23'-D" TMA / RRU CABLE TYPE N/A (2) FIBER JUPER (2) F1BER JUMPER (1) RADIO 4449 871+B85 6) SUREFLEX JUMW ( 1) RADIO 4460 B25+666 (4) FIBER JUMPER 2) SUREflEX JUMPE!i N/A (2) FIBER JUPER (2) FIBER JUl.lPER (1) RADIO 4449 871+885 6) SUREFLEX JUMPE, ( 1) RADIO 4460 B25+B66 { 4) FIBER JUMPER 2) SUREflEX JUMPEJ; N/A (2) FIBER JUPER (2) FIBER JUMPER (1) RADIO 4449 871+685 6) SUREFLEX JUMPER (1) RADIO 4460 B25+866 ( 4) FIBER JUMPER 2) SUREFl.£X JUMPOi (N) T-MO!ll£ -19 PANEl. ""'°"" ( 1 PER SECTOR. TOTAL 3) ~ ~ , CABLE LENGTH "' 0 ,,, "' 196' 3' ~::i2 v,gg ~~~ ~~~ ~ ..... NN E~~ .:,::>:: so· ::,;zZ O ::::,::::> "'e: e: ~oQ !ii u :r:,:::-N N~~ x "' 102· ~ (E) T-IIOBl.£ mt< PNfil "'1tHNA TO REMAt1 (1 PER SECTOR. TOTAL J) W (N) T-W08lf LO< PROf1l£ OOIOIER '<O<T ~ (2 PER SECTOR 8 & C. TOTAL <) ~ (N) T-W08lf A/"6<19 PANE!. ""1DOl'. ~ (1 PER SECTOR. TOTAL J) (E) "'1DINA ACCESS HATCH (N) T-WOBI..E IWllO "60 825+966 WOUWl!D OH EXTERIOR WAl.1. ( 1 PER SECTOR. TOTAL J) W RELOCATED (E) T-M081.E PAl»'J ffl9 871+~ ~ ~~T:"t -- 24•x:z4• LOWER VENT (E) 2,•,z4• LlXMR '<O<T @(N) T-W08lf RRU Sl(J() MOlMT REI.OOOED (E) T-110Bl£ IWllO ... , 871♦885 (1 PER SECTOR. TOTAL J) (N) H DBl£ IWllO "60 825♦866 ~ (1 PIR SECTOR. TOTAi. J) ~ CD 2022-0007 2 = • n£SE ORAJffNCS ARf Nor M7fMJED ro (£ A lofRfF7CA1'(lil THAr mE: ANrrHNA NtD RADO ltlOUNT5 AR£ ADCCUA rr ro SLFPCRT n£ PRa'OSED LONJINC. ~ r,a,,, 'FHA r 71£ c,asmr; fJ/.11..CH; ANJ MWNTS ~ SI.PP<RT 71£ PRa'(&l) L~ SHAil.. BC P£RF()RJ,lfl} BY A RfctSTERED PR<Ff'S:9{1(AL £NQN££R PRK1? ro ct:»IS1"UCTl<X'i. cairRACra? 10 REFER ro rHE Sml.JCTtRAl MAL r.515 NiO 1/0UNT ASSES9JENT NIO ~ LOAlJIHC ltHff Tl£ MOSf R£C£NT RFDS PRIU? ro CCWS71NCT10N. = fNSUR£ PR<PER ~71.A,Tla,( FrR AIR Fl.OW F<R RADIOS All OCAD f.N TS ro BE HAR\,fS"lID, SCANNED A.NO rtA,tEl) wro ,ai.a:ar(s. (E) ""'PANE!. WALL REI.OCATOl (E) HDBll£ FTl<H PANEl. ANIDINA (1 PER SECTOR. TOTAL J) ~··Mobile· PLANS PREPARED BY: INFIN IGY8 ENGINEERING, LLP 26455 RANCHO PARKWAY SOUTH LAKE FOREST. CALIFORNIA 92630 JOB NUMBER: 58MOO CONSUL TING GROUP: NO. 0 03/07/22 SITE INFORMATION: 1007. CD'S CAM LA COSTA PLAZA SHOP 5D06438A 7750 RANCHO SANTA FE ROAD CARLSBAD, CA 92009 SEAL: SHEET TITI.E: (P) ANTENNA LAYOUT & SCHEDULE .__ ________________________________________________________________________ .i....;.3:.:.l.:.:_-~:...:~:...~-...:,o=-·...L..-=-r_,'fM!........:2~:......:.3:...·.J...._1_JL---------------JI .. F ,, I -----< ------~ --------7 ' CD 2022-0007 (E) T-MOal£ mt< PNEJ. """'"' (1 Pll! S£CTOR. TOT"-J) (N) T-1108l£ AIR6419 PAHa '1/TDH. (1 Pll! S£CT0R. TOT"-J) (E) ANTD/"'5 (BY OTHERS)~ '~============z~,,,===========;i/=i"/ r·/ ,--, I ~----------l---~r,~7----------------------------------~:-1~,---:1+,---------1---: : I I I I I I I I I I I I I I 1...-. ...J LJ LJ LJ -----·----------------------------------------------------------------- fHSHEDGRAI)[ PROPOSED NORTH ELEVATION I (E) "'1!11"'5 (BY 0Tt£RS)~ (E) ANTDl"'5 (BY 0Tt£RS) ~ ,1 fl I I I I I I I I I I I I LJ LJ . --------- v--(E) OOII.DING 1 SCALE: 1 i--J. l 2 I 1/4"=1'-o"I o 2· l~(E)BLO.DIIIC r■ • ·Mobile· -PLANS PREPARED BY: INFINIGY8 ENGINEERING, LLP 26455RANCHOPARKWAYSOUTH LAKE FOREST, CALIFORNIA 92630 JOB NUMBER· 581-100 -CONSULTING GROUP: NO.-DATE:-DESCRIPTION:-BY:- 0 02/23/22 90% CD'S CAM 1 03/07/22 100% CD'S CAM -SITE INFORMATION: LA COSTA PLAZA SHOP SD06438A 7750 RANCHO SANTA FE ROAD CARLSBAD, CA 92009 -SEAL: -SHEET TITLE: NORTH ELEVATIONS ' ntlSIE> GRAD[ ~~~~-------------=~~~·~'"··A-4 IL--l=E_XY_11_s_T_IN_G_N_O_R_T_H_E_L_E_V_A_T_I_O_N _______________________________________________ .J..: _,..:..;_!~_-~l.,;_t _~o:..."i.1..,_t"_-_2_· _J._i,...._1 1_,J .... L _________ ____.I " ~ /I I ·, i ~ ~g i s 0 j . ~il ,!. g s 1 I " 7--, l -------------4--..------------+-l : I i ~ d i ~ ~ in~ ! N Q. 3 i s ,!. 3 .. g fHSl1ED GRADE I I '--·-' PROPOSED EAST ELEVATION I g RO.OCAl[l) (0 T-1101ll£ FFlfl """1. ""°"" (1 PER SECTOR, TOT"-3) ,,,,-(N) Hll811£ AIR64\9 PNe. '"'°'"' / (l PER SECTOR, TOT"-3) L _________ , -- ' I , I 11 ! I_.,_ lu,..•-"--"~'__,,__ I I I I ! II I I , , ! I il!l. 'i "-.. 11 1 ·1 11 ·.1.. "-. ' l i Ii il i 1 71 'I ~ -'---~ I I! 11 I I , i Ii , I 11 Ii ', II I' T I I I Ii I I Ir--.. NQIE; 1. ALL {N) ANTENNAS AND EQUIPMENT MOUNTED TO THE (E) BUILDING SHAU BE PAINTED TO MATCH {E). CD 2022-0007 ~(OBIALDI«: I SCALE: I r-4'• I 2 I 1/4"=1·-0·1 o 2 ' k----1,Ll~"• ',I i 111,.l..j.l__"'-.. I I i :·' I I , ,; "'- ~··Mob il e · -PLANS PREPARED BY: INFINIGY8 ENGINEERI NG, LLP 26455 RANCHO PARKWAY SOUTH lAKE FOREST, CALIFORNIA 92630 JOB NUMBER: 581-100 -CONSUL TING GROUP: NO.-DATE:-DESCRIPTION:-BY:- 0 02/23/22 90% CD'S CAM 1 03/07 /22 100% CD'S CAM -SITE INFORMATION: LA COSTA PLAZA SHOP -SEAL: SD06438A 7750 RANCHO SANTA FE ROAD CARLSBAD, CA 92009 -SHEET TllLE: L__j ===-=-~~FHSHEl)~GRAD(---------------i~~i-:;-1 [~m•'""A-s I 1 ---I SCALE: l ,._ , I 1 " 1 , ,, L...:E::..X::..IS_T_I __ N:....:G_E_A...:.S_T_E_L_E_V_A_T_I_O_N _____________________________________________ ...__l1.;_/4_"=_1_·-_o· ....... ·1 _0_2_'_4•-----____.L-.. ________ ___, n t1 EAST ELEVATIONS !iQIL 1. ALL (N) ANTENNAS AND EQUIPMENT r■ ·Mobile· MOUNTED TO THE (E) BUILD1NG • SHALL BE PAINTED TO MATCH (E). CD 2022-0007 I ---~ (E) T-MOBI£ mt< F\INEl. ""'°'"' (1 PER SECTOR. TOTAL l) -PLANS PREPARED BY: ---' f (NJ T-MOBlE AIR6419 PAHEI. ""'°"" ~ •~,t-J---I I ( 1 PER SECTOR. TOTAL l) INFINIGY8 ' 7 7 r (E) AIIITN"'5 (BY OllOS) ' ~ 7 I ' / ENGINEERING, LLP . ...,.. I / I 26455RANCHOPARKWAYSOUTH r ' I I LAKE FOREST, CALIFORNIA 92630 I I r1 r, JOB NUMBER 581-100 I I I I I I I I I I I I -CONSUL TING GROUP: '-·-·-' I I I I I -------------LJ LJ -----------------------------------------------------------------------------------1..,,,--(E) ,.._ :r j! i ~ ~ I ~~ ~ i s d ~ ~ o I . ! ~ '<::,.. NO.-DATE:-DESCRIPTION:-BY:-~,1 i!i 0 02/23/22 907. CD'S CAM ' ! -0. g g :;j 03/07/22 100::. co·s CAM ! 1 s ci o-' g .., g l FHSHOl GRAOE I SCALE: I ,-,;;;, I I PROPOSED SOUTH ELEVATION I 1/4"=1·-0·1 0 2' 4' 2 .-SITE INFORMATION; I ~ ~(E)T--lEmt<PM£1.ANlOI"' LA COSTA PLAZA SHOP ~ (1 PER SECTOR. TOTAL l) , 'I I : 7 (E) T-"°"'LE 1M8X PNia ,.noo" .... -,----r .. , 1 . , : . .. • : 11 . ,i ~ ~ ,o B[ ROIO'IO) (' PER SECTOR. TOTAL l) SD06438A I ' / /I r (E) ANTOINAS (BY OllOS) ' / / I ' / 7750 RANCHO SANTA FE ROAD -( I / / CARLSBAD, CA 92009 r I I I I I I I ' I I r1 r7 -SEAL: I I I I I I I I I I I I I I I I I '-·-·-' I I I I I I L.J L ---------LJ LJ ---------------------------------·--------·------------------v--(E)BULD4NC '-r I '-~ - I I ; ~e ~~ s ti ~" ' ½' t j ~ ,"-. >-: i:l ii i J ~ ,!. t ~ ~ g g a. s s i .-SHEET TITLE; ,!. g SOUTH ELEVATIONS FNSliEI)GAAll[ ['"='""'A-s I l I I SCALE: I-I 1 EXISTING SOUTH ELEVATION I 1/4"=1·-0 ·1 0 2' 4' NQIE; 1. ALL (N) AITTENNAS AND EQUIPMENT ~ ·Mobile· MOUNTED TO THE (E) BUILDING • SHALL BE PAINTED TO t.lATCH (E). CD 2022-0007 l ~ ,~ -----~ _,,--(" ~ -PLANS PREPARED BY: -----L 1U I --------'.Ll..l -..u---'-----""" ' / INFINIGY 8 ' / ENGINEERING, LLP :1 v--[N) T IIOBl£ -19 PANO. '"10ff. r, I [1 PER SECTOR. TOTAL 5) , / n 1..-------(() T-MOBU FFHH PANO. '"10ff. 26455RANCHOPARKWAYSOUTH (1 PER SECTOR, TOTAL 5) LAKE FOREST, CALIFORNIA 92630 / , I I JOB NUMBER 561-100 / {J -CONSULTING GROUP: ~ -------------------------------------------------------------------_____________________ , ----------- ~(()!UL.DING -i ' l! ! ·~1 ~ i "or. ~ l! IO~ ~11 N t ~ ! ,!. NO.-DATE:-DESCRIPTION:-BY:- g ~ i 0 02/23/22 907. CD'S CAM 0 e ,--' ,!. 03/07/22 1 1007. CD'S CAM g .. g i FNSttEOCRAOE PROPOSED WEST ELEVATION I SCALE: ,..._ I I 2 1/4" ,· 0·1 0 2' 4' -SITE INFORMATION: I ~"-ff/;~ I LA COSTA PLAZA SHOP -----r ;, ' I ii I ,...___ ~r .. II : . I 1 1 ,I '- ' / SD06438A ' / " v-(£) T-MOEll.E TMBX PA/£1. N1ID1NA TO r, 7750 RANCHO SANTA FE ROAD BE REM<MO (1 PER SECTOR. TOT"-5) / / ~ l ,,,,,----(E) T-IIOBlJ: mtH PANO. '"10ff. CARLSBAD, CA 92009 (1 PER SECTOR. TOTAL 5) / , I I -SEAL: / Wl,.J / , , ~-----------------. --------------------------------------------, _________ -- 1_.,,,---(E) BU1D1NC ·r i - I l! i ~g ~ s . j d j f l! :f~9 i \;' ~ 1l ~ i:: ,!. p:i g g Cit. s s i ,!. -SHEET TITLE: g WEST ELEVATIONS . f"NISHEO CRAOE ['"="'•"A-1 I EXISTING WEST ELEVATION -SCALE: 7 ,..._ I I 1 1/4" 1. O"l 0 2' 4' ''J'' Universal Vent Model Number: UV-60 I 60 Sq. in. NFA Dimensions & Specifications Pttch Capacity I L 11111111111111111111111111111111b 1£ ~,., <3"' I 4T'-------l • Can be used as either an exhaust vent or intake vent • Used for ventilating parapet walls and steep slope roofs • Louvers Pfevent rain, snow, insects & animals from entering • Constructed of durab~ rust-free aluminum • UL Certified, Fk>rida State, Texas Insurance & California Fire Code approved • Tested to withstand wind pressure of 200+ mph LOW PROFILE DORMER VENT 16" Min. 3112 Net Free (sq_ Inches) 60 Applcation (1(150) 125 :::s 12"x18" LOUVER VENT W/ BIRD SCREEN Max. 24112 f.'e<rtArea t•c.. feet) 0.42 ,er Sq. Foot (1/300) 250 SCALE: N.T.S. SCALE: N.T.S. 7 8 l()TE, HlJll80< Of UN(S SHOWN FOR R!rn!ENC[ OHLY. ACT\W. # Of OC 'l<O fllER LIES SPECIFlC TO MOOE!. Of l«:S c,rus (6) DC POWO! CASlfS TO ANTDNAS OR RRIJS I L 6,.12 HCS OOLE Fl9ER SPtn CONNECTOR IOJ!IT NEW CON,a;mo TO (E} NfilNM. BAACK£TS OR PIPE MOUNTS W1lH GALV. tEAVY DUTT HOS( CUJIP (N) HYBRID TRUNK 6X24 CABLE DETAIL SCALE: N.T.S. WOlN1lNl BRACKET Pl<MlED!!Y IW<UfJCT\MR Nt.--W AAOO PE.R Pi.AH NfW RADIO PER PlAN BOTTOM VIEW NEW 3"t ~ PIP£ MOUHT "°'-"""G BRACKIT PRCMOE!l!!Y IW<Uf,CWR(R .rTAD! TO (E) U!IISTRUT w/ ,;s·, THRU BOL1S BOl.1S RADIO MOUNT DETAIL .sJ.QLY!EW SCALE: N.T.S. 4 MANUFACTURE: ERICSSON MODEL NO.: AIR6419 841 Dlt.lENSK>NS: A I 28.3" TOTAL WEIGHT: 8 I 1s.1· C I 7.9" 77 LBS TOP VIEW FRONT VIEW (N) AIR6419 B41 ANTENNA SPEC ERICSSON SXA 109 20 65/1 & SXA 109 2065/ 1 LENGTH WIDTH HEl:i-41 WEIG-IT SX< 109 206</1: (7.9 IN) (7.9 IN) (3.9 IN) (9LB) SX,( 109 2065/·: (i5.71N} (11,8 N) (6,7 1'-1) (12LB) 5 AIR6419 MOUNT BRACKET DETAIL MANUf'ACnJRE: ERICSSON MODEL NO.: RRLIS 4460 B25+866 DIMENSIONS: TOTAL WEJGHT: A I 19" B I 15.7* 109 LBS C I 12.1" ~ < SIDE YIEW CD 2022-0007 SIDE VIEW SCALE: N.T.S. 1 SXK lP'i 2065/1 SXK 192 7064/J SCALE: N.T.S. 2 BOTTOM VIEW 8 01mmmmmmni1, 11mmmmmmm11 11 m1m1mmm1m 11 mmmmmmm 1mmmmm1mm11 immmmmmm1 --1. FRONT VIEW SCALE: r■ • ·Mobile· PLANS PREPARED BY: INFINIGY8 ENGINEERING, LLP 26455 RANCHO PARKWAY SOUTH LAKE FOREST, CALIFORNIA 92630 JOB NUMBER: 581-100 CONSUL TING GROUP: NO. DATE: 0 02/23/22 1 03/07/22 100% CO'S SITE INFORMATION: CAM LA COSTA PLAZA SHOP SEAL: SD06438A 7750 RANCHO SANTA FE ROAD CARLSBAD, CA 92009 SHEET TITLE: ARCHITECTURAL DETAILS SHEET NUMBER: D-1 SCALE: N.-.S. 6 (N) RADIO 4460 B25+866 SPECS N.T.S. 3 NOT USED SCALE 9 NOT USED L---------------------.......l-_;;;N·.;..;T.S;;;.._J......_.J..... _____________________ J..........;;;:;._;,;;;._-'--....l...---------------------......l...-.:.:;.:;~.....J..-_J L--------------' ,\ \( 1· (E) Bt.UltNC WAU 1/2'• AJCl7 Tl-RU £OU TYP. =>RO='OSEl) R.AOO ll.OIJNTIN:: P1000 UtfSlRIJl ATT'CH~ 10 SLOPED FtOOO UMSTR.,lf PRO:>QS~ PlOOO U'IBTRUT rP.AM~ "TTACtED ·o wooo Sl£PER$ 3/8" ---:,f!(. TWrX: fl'.M.K ?itD ADl-0~ UNOCR 1000 S..IT?ER PROPOS£D3/8°f.J.t SCREWS W/ WIN. J" D'l!UlllOO PROPVSCD 4°,;:6°.J.O" WOOO SI.IEPCR 'f/ lc::,,,..-''----:,-'---'------c-....L.'i'--------,,<--~i'-'--7.c.._---, '° "'°' PENITRA10N 1· 1/2"t lAC SCREW W/ 2° OIBED 1'YP. (E) BUl.()tl(;PAAAPET 1/2"• 1.1,C SCREW W/ 2" (r.tBE'J NP. 0 ELC:VATIOt-. ~03/8"o .>t, ""°" w/ "-™· 3" (1,13[!)M~ 0 PLAN 0 0 PROPOSCD ~D MOONTINC U'-"'ST'Rl'l ATTACl-£0 TO 5-(P(D UNJSTRJT PRa'OS[O RRUS MOtlNTED lO UH!S1RU'T FRAME 1YP PROPOSEDP1000 llllllSTRUT~ BR,ICE PSU 4813 VOLTAGE BOOSTER DIMENSIONS, WxOxH: (19•, 14.J•x 1. 7") -40 TO +sere OPERATING TEMPERATURE INPUT VOLTAGE: -38 TO -58.5 VOLTS INPUT CURRENT, MAX· fUSE RATING: 19• 200A 30A, 40A OR 50A □ H!UII: (N) PSU 4813 VOLTAGE BOOSTER NOKIA 7250 IXRE ROUTER DIMENSIONS, WxDxH: 482.611350x44.45mm (17.25"xt0"x1.75") SERVICE INTEf<fACES, 60000/s 2 x OSFP28/0SFP+ 1000/ 40CE 8 x SfP25/SfP+/SFP 25/10/lGE 24 x SFP+/SFP 10/lGE TOP VIEW FRONT VIEW 240 Gb/s 14 x SfP+/SfP 10/1GE 4 x RJ-45 100/1000 Mo/s ~---FAN MOIJl.U IIO'I"'! BRAD<E1S 7250 ROUTER DETAIL (N) T-IIO!lU 9150 CABKT AWG /6 CROIJ,c) WIRE~/ 1-----(E)CROU!ID Wl<E (N) T-1,0JWI 6160 CABINET ·--"""'lr -{E) S[ClOR CROU!ID """ SCALE: 4 N.T.S. SCALE: 5 N.T.S. Illf..l!E! ERfCSSONIQ)Q,,t«): ™ ""'1<51'ACE, --CABlt£Twa:::HT, EMPTY: MAXlilJW W[Gff: 6160 CABINET DETAIL lllf.'J!f.'! 2s.s· !l!Q!fi.lD: 19\J 63°'2S.6°'2S.6° (W/ 6° P!Jffi<) 410 LBS TIO± lBS 2s· -~I ~~ ~~ ...._o ,., ~!. "'' ~:;; -fJ!!ll!LYIEl! CD 2022-0007 33.5" I µ L_ ~ -8'5(™"£ ATIJOED TO flOOR / 5l,\8 SCALE: N.-.S. 25• .. ,., SlllU!lll! L -fRAME ATTACHED TO FRICSSOH YQDfl. tl2. llllil2 flOOR / SI.All ""'1(s,,,,,c(: DIWENSJONS. HxWd►. CIIIHET WOOf!, EMPlY, .WOWUM wo:::tfl: B160 CABINET DETAIL 19\J 63°'26°x26° (W/ 6° P!Jffi<) <85 lBS 2100:1: LBS SCALE: N.T.S. \----~ r (N) £0tJl'MOIT CA8ll£f / PER PINI EWPlilOff NOfORACE US( 1/2"t HI.Tl KS-lZ W/ l.25· EIIB. {ICBO /E:SIH 9!7) (E) CONCRm PAO 1 2 r■ • ·Mobile· PLANS PREPARED BY: INFINIGY8 ENGINEERING, LLP 26455RANCHOPARKWAYSOUTH LAKE FOREST, CALIFORN\A 92630 JOB NUMBER: 58M00 CONSUL TING GROUP: NO. DATE: 0 02/23/22 03/07/22 100:>:: CD'S SITE INFORMATION, CAM LA COSTA PLAZA SHOP SD06438A 7750 RANCHO SANTA FE ROAD CARLSBAD, CA 92009 SEAL: SHEET TITI.E: ARCHITECTURAL DETAILS '~~,---N) T-1_-•0BLE-----, :====================================================================================S=YM=BO=L=L=EG=EN=D===:=============================================== '~-SH_E_ET_N-UM-B-ER~: -~~----1 \\ L r/ NfW' RADIO ■ EXOTHERMIC CONNECTK>N A MECHANICAL CONNECTION RRUS MOUNTING SKID SCALE: 7 GROUNDING DETAIL SCALE: 6 CABINET MOUNTING DETAIL SCALE 3 N.T.S. N.-.S. N.-.S.