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Home My WebLink AboutCUP 2021-0004; INNOVATIVE TIME WCF; Administrative Determination0 w I- CD I 0 n:: 0.. :>::; I-(.) n:: I-"' "' "' w (.) > n:: w "' D:'. w n:: D:'. <( (.) 0 I- "' w :5 w D:'. I -(.) . :E ;:: -' ';;: I I- z <( I I- "' w I ,- 0 w "' ::, "' 0 ...J (.) "' 0 "' 0 w "' ::, >-z <C w "' ::, i >-CD >-"' ~ ii" 0.. 0 "' "' "' I-z w :::; ::, (.) 0 0 z 0 ;:: (.) ::, "' I-"' z 0 (.) LL 0 t;:; "' "' I ,- z 0 w z ~ z 0 (.) z 0 ';;: :::; "' 0 LL z w I ,-- ·. PROJECT INFORMATION SITE NAME: SITE ADDRESS: COUNTY: LATITUDE: LONGITUDE: GROUND ELEVATION: STRUCTURE HEIGHT: JURISDICTION: PARCEL: ZONING: OCCUPANCY: CONSTRUCTION IN FORMATION: AREA OF CONSTRUCTION: CONSTRUCTION TYPE: PROPOSED USE: HANDICAP REQU IREMENTS: TOWER OWNER: PROPERTY OWNER: APPLICANT: INNOVATIVE TIME 5858 EDISON PL CARLSBAD, CA 92008 SAN DIEGO COUNTY 33· 07' 16.00" N (33.12111029") 11 T 17' 03.20" W ( -117 .28422600") 244.56 AMSL 30' -9" (TOP OF BUILDING) CITY OF CARLSBAD 2120923600 PM S-2 EXISTING V-B UNMANNED TELECOMMUNICATIONS FACILITY FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS NOT REQUIRED GG PACIFIC ENTERPRISES, LLC. 4838 VIA HUERTO SANTA BAR BARA, CA 9311 0 T -MOBILE USA, INC 10509 VISTA SORRENTO PARKWAY, SUITE 206 SAN DIEGO, CA 92121 PROJECT TEAM CONSTRUCT ION MANAGER: T-MOBILE USA MIKE SEBESTA 10509 VISTA SORRENTO PKWY, SUITE 206 SAN DIEGO, CA 92121 PHONE: (760) 644-1027 SITE ACQUISITION AGENT: MD7 JOHN STURGES 10590 WEST OCEAN AIR DRIVE, SUITE 300 SAN DIEGO, CA 92130 PHONE: (619) 947-0762 ZONING/PERMITTING AGENT: MD7 JUSTIN CAUSEY 10590 WEST OCEAN AIR DRIVE, SUITE 300 SAN DIEGO, CA 92130 PHONE: (858) 291 -1869 ARCHITECT & ENGINEER ING MORRISON HERSHFIELD LESLIE BRADLEY 600 STEWART STREET SUITE 200 SEATTLE, WA 98101 PHONE: (206) 992-1684 lbradley@morrisonhershfield.com ENGINEER: TED HAILE MORRISON HERSHFIELD CORP. PHONE: (503) 595-9128 thaile@morrisonhershfield.com ARCHITECT : ROBERT LARA MORRISON HERSHFIELD CORP. PHONE: (954) 577-4655 RF ENGINEER: T-MOBILE USA PEDRO ABE 10509 VISTA SORRENTO PKWY, SUITE 206 SAN DIEGO, CA 92121 ■ ■ SITE NAME: SITE ADDRESS: T-MOBILE SITE NUMBER: PROJECT: S IT E TYPE: VICINITY MAP • M,: -1 .... :::.,_~ :'.lm..: r fj -'te ~r:_'ilrgs 3• -3rlstnd t.ul)"'o q ~ r rw , low. er -·~·Ir:• • .. - ·- V < ti 0 Soa· :.ar:soad Sta·~ 3o;ac;h Cdtl pg (Ulld S.ITE .. A gil Nort;, Commuo,:y Park .· • .. ... fl - 8al1C:/lt!)S I.J.QOO, Stai e Mar.Of' SCOPE OF WORK @ NORTH T-MOBILE PROPOSES TO MODIFY AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY WITH THE FOLLOWING: AT ANTENNA • REMOVE • REMOVE • INSTALL • INSTALL • ADD • REPLACE • REPLACE LEVEL (6) PANEL ANTENNAS AND MOUNTS (6) RRUS (9) PANEL ANTENNAS (3) RRUS (6) 6x12 HCS 6AWG (2x40M, 2x50M, (3) ANTENNA SCREEN ENCLOSURES EXISTING ANTENNA MOUNTS AT GRADE LEVEL EXISTING EQUIPMENT TOTAL: ANTENNAS : 6 RADIOS: 6 2x80M) PROPOSED EQUIPMENT TOTAL: ANTENNAS: 9 RADIOS: 3 • UPGRADE RBS 3106 CABINET TO RBS 6 131 USING THE UPGRADE KIT • INSTALL ( 1) BB6630 INSIDE NEW RBS 6131 CABINET • INSTALL (1) BB6648 INSIDE NEW RBS 6131 CABINET • INSTALL (1) IXRE ROUTER • ADD (1) VOLTAGE BOOSTER PSU 4813 • UPGRADE AC DISTRIBUTION BREAKER TO 150 AMP, IF NOT DONE ALREADY • UPGRADE CABINET POWER TO (8) PSU'S • PROJECT VALUATION: $40,000 • NO PROPOSED BATTERY WORK DESIGN BASED ON: RFDS ANCHOR VERSION 10, DATED 08/26/2020 10:47:28 AM ® ■ INNOVATIVE TIME 5858 EDISON PL CARLSBAD, CA 92008 SD06224A ANCHOR ROOFTOP DIRECTIONS DIRECTIONS T-MOBILE, 1 0509 VISTA SORRENTO PARKWAY, SUITE 206, SAN DIEGO, CA • HEAD EAST ON CALLE BUENO GANAR TOWARD CALLE MESQUITE. • CALLE BUENO GANAR TURNS SLIGHTLY RIGHT AND BECOMES CALLE MESQUITE . • TURN LEFT ONTO MELODY RD. • TURN RIGHT ONTO ASHFORD ST. • TU RN LEFT AT THE 1 ST CROSS STREET ONTO CA-94 W/CAMPO RD. • USE THE LEFT 2 LANES TO TLRN LEFT ONTO CA-54 W/CA-94 W. • USE ANY LANE TO TAKE THE CA-94 W EX IT. • CONTINU E ONTO CA-94 W. • USE THE RIGHT 2 LANES TO TAKE EXIT 3 TO MERGE WITH 1-805 N. • MERGE WITH 1-5 N . • TAKE EXIT 47 FOR PALOMAR AIRPORT RD. • USE TH E RIGHT 2 LANES TO TLRN RIGHT ONTO PALOMAR AIRPORT RD . • TURN LEFT ONTO CAMINO VIDA ROBLE. • TURN LEFT ONTO ED ISON PL. • DESTINATION WILL BE ON THE LEFT. ACCESSIBILITY REQUIREMENTS FAC ILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAP ACCESS IS NOT REQUIRED PER CBC 2D19 SECTION 11 B-203.4 (LIMITED ACCESS SPACES) SECTION 118-203.5 (MACHINERY SPACES) APPROVALS APPROVAL SIGNATURE PROJECT MANAGER T-MOBILE RF ENGINEER SITE ACQUISITION CONSTRUCTION MANAGER SITE OWNER T-MOBILE DEVELOPMENT MANAGER T-MOBILE CONSTRUCTION MANAGER T-MOBILE OPS MANAGER T-MOBILE REGULATORY REVIEW T-MOBILE PROJECT MANAGER DATE -SHEET -- T-1 I T-2 A-1 A-1.1 A-1.2 RF-1 I RF-2 I RF-3 I A-2 A-2.1 CITY OF CARLSBAD Administrativ-2 P~rmit -------············--- Case No. C..U"P 2o ,_, -ac>o 't --- E,dbitNo. A-o Dace 3 /2.",_/Zo?...l INDEX OF DRAWINGS DESCRll?TION TITLE SHEET - GENERAL NOTES -- SITE PLAN ROOF PLAN ~ - EQUIPMENT PLAN - EX ISTING ANTENNA CONFIGURATION --- PROPOSED ANTENNA CONFIGURATION PLUMBING DIAGRAM NORTHEAST ELEVATION SOUTHEAST ELEVATION -- A-2.2 SOUTHWEST ELEVATION A-2.3 NORTHWEST ELIEVATION A-3 -I CONSTRUCT ION DETAILS I - A-4 CONSTRUCTION DETAILS -I A-5 I CONSTRUCTION DETAILS A-6 I CONSTRUCTION DETAILS G-1 I GROUNDING DETAILS ~,-.---r-r~o -w., .. ~-..it...:u C ~ I-· I IAAR O 9 2021 I CITY Or CARLSBAD PLANi..Jli'JG-DWJSl('\l ~ CODE COMPLIANCE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH TH E CURRENT CONDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK . NOT CONFORMING TO THESE CODES: CALIFORNIA STATE AND LOCAL BUILDING CODES WITH THE FOLLOWIN G REFERENCE CODE: 2019 CALIFORNIA BUILDING CODE (CBC) 2019 CALIFORNIA MECHANICAL CODE (CMC) 2019 CALIFORNIA PWMBING CODE (CPC) 2019 CALIFORNIA ENERGY CODE (CEC) 2019 CALIFORNIA FIRE CODE {CFC) 2019 CALIFORNIA ELECTRICAL CODE {CEC) CONTRACTOR TO CALL TO VERIFY UTILITIES AT LEAST TWO WORKING DAYS PRIOR TO DIGGING DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ARCHITECT OR ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. mu: 9 ~~ffi Know what's below. Call before you dig. ~ · ·Mobile·® MD? 10590 WEST OCEAN AIR DRIVE SUITE 300 SAN DIEGO, CA 92130 PLANS PREPARED BY: w.; MORRISON HERSHFIELD 600 STEWART STREET, SUITE 200 SEATTLE, WA98101 Tel: 206.268.7370 www.morrisonhershfield.com MH PROJECT NUMBER: 2035319 REV. DATE ISSUED FOR BY A 10/15/20 90% REVIEW BA -- B 11 /20/20 95% REVIEW BA 0 02/09/21 100% CONSTRUCTION RR -- -- - SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY LI CENSURE: 02/10/2021 5:48PM SITE NAME: INNOVATIVE TIME T-MOBILE SITE I.D. SD06224A SITE ADDRESS: 5858 EDISON PL CARLSBAD, CA 92008 SHEET NAME: TITLE SHEET SHEET NUMBER: T-1 en w 0 ii: w en ffi et:: et:: c3 I=' en w ~ w et:: r 0 r 5' !;;c :r: t- z <( ~ et:: w ~ w et:: :::, en g 0 (I) Cl et:: 0 w (I) :::, ?a: <( w et:: ::, ':;;: z [ii ARCHITECTURAL GENERAL NOTES 1. WORK SHALL COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. ALL NECESSARY LICENSES, CERTIFICATES, ETC., REQUIRED BY AUTHORITY HAVING JURISDICTION SHALL BE PROCURED AND PAID FOR BY THE CONTRACTOR. 2. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING DIMENSIONS AND CONDITIONS AT THE JOB SITE WHICH COULD AFFECT THE WORK UNDER THIS CONTRACT. ALL MANUFACTURERS RECOMMENDED SPECIFICATIONS, EXCEPT THOSE SPECIFICATIONS HEREIN, WHERE MOST STRINGENT SHALL BE COMPLIED WITH. 3. THE CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST BETWEEN THE LOCATIONS OF ANY AND ALL MECHANICAL, ELECTRICAL, PLUMBING, OR STRUCTURAL ELEMENTS, AND THAT ALL REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE ARE MET. NOTIFY THE CONSULTANT OF ANY CONFLICTS. THE CONSULTANT HAS THE RIGHT TO MAKE MINOR MODIFICATIONS IN THE DESIGN OF THE CONTRACT WITHOUT THE CONTRACTOR GETTING ADDITIONAL COMPENSATION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEAN UP OF ALL TRADES AND REMOVE ALL DEBRIS FROM THE CONSTRUCTION SITE. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL THOROUGHLY CLEAN THE BUILDING, SITE, AND ANY OTHER SURROUNDING AREAS TO A BETTER THAN NEW CONDITION. 5. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, ETC. ACCORDING TO APPLICABLE CODES, STANDARDS, AND GOOD CONSTRUCTION PRACTICES. 6. WHERE ONE DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE OR SIMILAR CONDITIONS, EVEN THOUGH NOT SPECIFICALLY MARKED ON THE DRAWINGS OR REFERRED TO IN THE SPECIFICATIONS, UNLESS NOTED OTHERWISE. 7. WHERE NEW PAVING, CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION, THE CONTRACTOR SHALL MATCH THE EXISTING PITCH, GRADE, AND ELEVATION SO THE ENTIRE STRUCTURE SHALL HAVE A SMOOTH TRANSITION. 8. THE GENERAL CONTRACTOR SHALL OBTAIN WRITTEN CONFIRMATION OF THE EXPECTED DATE OF COMPLETION OF THE POWER CONNECTION FROM THE POWER COMPANY. 9. IF THE POWER COMPANY IS UNABLE TO PROVIDE THE POWER CONNECTION BY OWNER'S REQUIRED DATE, THE GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN A TEMPORARY GENERATOR UNTIL THE POWER COMPANY CONNECTION IS COMPLETED. COSTS ASSOCIATED WITH THE TEMPORARY GENERATOR TO BE APPROVED BY THE OWNER. 10. PLANS PART OF THIS SET ARE COMPLEMENTARY. INFORMATION IS NOT LIMITED TO ONE PLAN. DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT, WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED BY THE OWNER ON OTHER PROJECTS OR EXTENSION TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO MORRISON HERSHFIELD. THESE PLANS WERE PREPARED TO BE SUBMITTED TO GOVERNMENTAL BUILDING AUTHORITIES FOR REVIEW FOR COMPLIANCE WITH APPLICABLE CODES AND IT IS THE SOLE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR TO BUILD ACCORDING TO APPLICABLE BUILDING CODES. 11. IF CONTRACTOR OR SUB-CONTRACTOR FIND IT NECESSARY TO DEVIATt FROM ORIGINAL APPROVED PLANS, THEN IT IS THE CONTRACTOR'S AND THE SUB-CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE ARCHITECT WITH (4) COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK. IN ADDITION THE CONTRACTOR AND SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CHANGES BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR AND SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK. 12. IN EVERY EVENT, THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL BE INTERPRETED TO BE A MINIMUM ACCEPTABLE MEANS OF CONSTRUCTION BUT THIS SHALL NOT RELIEVE THE CONTRACTOR, SUB-CONTRACTOR, AND/OR SUPPLIER/MANUFACTURER FROM PROVIDING A COMPLETE AND CORRECT JOB WHEN ADDITIONAL ITEMS ARE REQUIRED TO THE MINIMUM SPECIFICATION. IF ANY ITEMS NEED TO EXCEED THESE MINIMUM SPECIFICATIONS TO PROVIDE A COMPLETE, ADEQUATE AND SAFE WORKING CONDITION, THEN IT SHALL BE THE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE DRAWINGS. FOR EXAMPLE, IF AN ITEM AND/OR PIECE OF EQUIPMENT REQUIRES A LARGER WIRE SIZE (I.E. ELECTRICAL WIRE), STRONGER OR LARGER PIPING, INCREASED QUANTITY (I.E. STRUCTURAL ELEMENTS), REDUCED SPACING, AND/OR INCREASED LENGTH (I.E. BOLT LENGTHS, BAR LENGTHS) THEN IT SHALL BE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE BID/PROPOSAL THESE DOCUMENTS ARE MEANT AS A GUIDE AND ALL ITEMS REASONABLY INFERRED SHALL BE DEEMED TO BE INCLUDED. 13. THESE CONTRACT DOCUMENTS AND SPECIFICATIONS SHALL NOT BE CONSTRUED TO CREATE A CONTRACTUAL RELATIONSHIP OF ANY KIND BETWEEN THE ARCHITECT AND THE CONTRACTOR. COMPOUND NOTES fie 1. CONTRACTOR AND SUBCONTRACTORS SHALL VERIFY ALL UTILITY SERVICE CONNECTION LOCATIONS PRIOR TO SUBMITTING ~ BID AND PROCEEDING WITH WORK. IT IS RECOMMENDED THAT THE CONTRACTOR VISIT THE SITE AND VERIFY ALL DIMENSIONS AND NOTES BEFORE SUBMITTING BID AND PROCEEDING WITH WORK. et:: 0.. ;? 2. SOIL AT-1Jel!Bcc:SITE ·1s UNDISTURBED ROCK AND SAND ADEQUATE OF SUPPORTING THE DESIGN LOAD OF 2000 P.S.F. IF ~~ · · "O!FfER CONDITIONS ARE ENCOUNTERED, NOTIFY MORRISON HERSHFIELD BEFORE PROCEEDING WITH WORK. THIS VALUE (I) ~ z w ::;; :::, 0 0 Cl z 0 ti :::, ~ z 0 0 le. 0 w (I) (I) ~ z 0 w z g 0 0 z 0 !;;c ::;; et:: e z w I t- IS CONSIDERED SAFE WITH RESPECT TO ACTUAL FAILURE OF THE SUPPORTING GROUND, BUT DOES NOT NECESSARILY ENSURE THE PREVENTION OF EXCESSIVE FOUNDATION MOVEMENTS. 3. IN ORDER TO AVOID ANY CONFLICTS, CONTRACTOR SHALL COORDINATE ALL HIS PRACTICAL TRADES. 4. THE POWER CABINET MUST BE CLEAR OF FLAMMABLE MATERIAL WITHIN 12 INCHES OF THE CABINET, INCLUDING ABOVE THE CABINET. 5. THE POWER CABINET MUST BE MOUNTED ON THE FOUNDATION TO ALLOW WATER TO DRAIN FROM THE DRAIN OUTLET AND AWAY FROM THE CABINET. 6. TO ENSURE SERVICEABLE ABILITY, THE DOORS OF CABINETS WILL REQUIRE AN OPENING RADIUS OF 36 INCHES OF CLEARANCE FROM THE CLOSED POSITION TO THE OPEN POSITION. ELECTRICAL GENERAL NOTES A. GENERAL 1. EXAMINE THE SITE CONDITIONS VERY CAREFULLY AND THE SCOPE OF PROPOSED WORK TOGETHER WITH THE WORK OF ALL OTHER TRADES AND INCLUDE IN THE BID PRICE ALL COSTS FOR WORK SUCH AS EQUIPMENT AND WIRING MADE NECESSARY TO ACCOMMODATE THE ELECTRICAL SYSTEMS SHOWN AND SYSTEMS OF OTHER TRADES. 2. OBTAIN ALL PERMITS, PAY ASSOCIATED FEES AND SCHEDULE INSPECTION. 3. PROVIDE ALL LABOR, MATERIAL, EQUIPMENT, INSURANCE, AND SERVICES TO COMPLETE THIS PROJECT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND PRESENT IT AS FULLY OPERATIONAL TO THE SATISFACTION OF T-MOBILE & LAND/TOWER OWNER 4. PRIOR TO BEGINNING WORK COORDINATE ALL POWER AND TELCO WORK WITH THE LOCAL UTILITY COMPANY AS IT MAY APPLY TO THIS SITE. ALL WORK TO COMPLY WITH THE RULES AND REGULATIONS OF THE UTILITIES INVOLVED GENERAL CONTRACTOR IS RESPONSIBLE FOR VED. REQUESTING CONNECTION OF COMMERCIAL POWER FROM THE POWER COMPANY. ELECTRICAL CONTRACTOR SHALL COORDINATE THIS WORK WITH THE GENERAL CONTRACTOR. 5. FABRICATION AND INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM SHALL BE DONE IN A FIRST CLASS WORKMANSHIP PER NECA STANDARD 1-2000 BY QUALIFIED PERSONNEL EXPERIENCED IN SUCH WORK AND SHALL SCHEDULE THE WORK IN AN ORDERLY MANNER SO AS NOT TO IMPEDE PROGRESS OF THE PROJECT. 8. BASIC MATERIALS AND METHODS 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE EDITION OF THE NEC ACCEPTED BY THE LOCAL JURISDICTION AND TO THE APPLICABLE LOCAL CODES AND REGULATIONS. 2. ARRANGE CONDUIT, WIRING, EQUIPMENT, AND OTHER WORK GENERALLY AS SHOWN, PROVIDING PROPER CLEARANCES AND ACCESS. CAREFULLY EXAMINE ALL CONTRACT DRAWINGS AND FIT THE WORK IN EACH LOCATION WITHOUT SUBSTANTIAL ALTERATION. WHERE DEPARTURES ARE PROPOSED BECAUSE OF FIELD CONDITIONS OR OTHER CAUSES, PREPARE AND SUBMIT DETAILED DRAWINGS FOR ACCEPTANCE. 3. THE CONTRACT DRAWINGS ARE GENERALLY DIAGRAMMATIC AND ALL OFFSETS, BENDS, FITTINGS AND ACCESSORIES ARE NOT NECESSARILY SHOWN. PROVIDE ALL SUCH ITEMS AS MAY BE REQUIRED TO FIT THE WORK TO THE CONDITIONS. 4. SEAL AROUND CONDUITS AND AROUND CONDUCTORS WITHIN CONDUITS ENTERING THE MODULAR CABINETS WHERE PENETRATION OCCURS WITH A SILICONE SEALANT TO PREVENT MOISTURE PENETRATION INTO BUILDING. C. CONDUCTORS AND CONNECTORS 1. UNLESS NOTED OTHERWISE, ALL CONDUCTORS SHALL BE COPPER, MINIMUM SIZE #12 AWG, WITH THERMOPLASTIC INSULATION CONFORMING TO NEMA WC5 OR CROSS-LINKED POLYETHYLENE INSULATION CONFORMING TO NEMA WC7. (TYPES THHN). INSULATION SHALL BE RATED FOR 90 DEG. CONDUCTORS SHALL BE COLOR CODED IN ACCORDANCE WITH NEC. 2. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPLICES. SPLICES ARE NOT ACCEPTABLE. IF SPLICES ARE UNAVOIDABLE PRIOR APPROVAL FROM THE ENGINEER MUST BE OBTAINED. D. GROUNDING 1. ALL LIGHTNING PROTECTION GROUNDING OF THE ELECTRICAL EQUIPMENT SHALL BE CARRIED OUT IN ACCORDANCE WITH THE CURRENT NFPA STANDARDS. 2. ALL GROUND LUG AND COMPRESSION CONNECTIONS SHALL BE COATED WITH ANTI-OXIDANT AGENT, SUCH AS NO-OX, NOALOX, PENETROX OR KOPRSHIELD. 3. ALL EXTERIOR GROUNDING CONDUCTORS INCLUDING EXTERIOR GROUND RING SHALL BE #2 AWG SOLID BARE TINNED COPPER. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. THE RADIUS OF ANY BEND SHALL NOT BE LESS THAN 8" AND THE ANGLE OF ANY BEND SHALL NOT EXCEED 90". GROUNDING CONDUCTORS SHALL BE ROUTED DOWNWARD TOWARD THE BURIED GROUND RING. 4. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY THERMO-WELDING WITH ERICO T-319 GALVANIZING BAR. 5. ALL EXTERNAL GROUND CONNECTIONS SHALL BE EXOTHERMICALLY WELDED. ALL EXOTHERMIC WELDS TO EXTERIOR GROUND RING SHALL BE THE PARALLEL TYPE, EXCEPT FOR THE GROUND RODS WHICH ARE TEE EXOTHERMIC WELDS. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY EXOTHERMIC WELDING. USE SPRAY GALVANIZER SUCH AS HOLUB LECTROSOL #15-501. PROJECT INFORMATION 1. THIS IS AN UNMAINNED AND RESTRICTED ACCESS EQUIPMENT AND WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. 2. THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY. 3. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. 4. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION. 5. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. 6. T-MOBILE MAINTENANCE CREW (TYPICALLY ONE PERSON) WILL MAKE AN AVERAGE OF ONE TRIP PER MONTH AT ONE HOUR PER VISIT. SITE GENERAL NOTES 1. RESTORE EXISTING ASPHALT AND/OR CONCRETE COMPOUND TO IT'S ORIGINAL CONDITION. 2. CONTRACTOR SHALL DETECT AND MARK ANY UNDERGROUND LINES, PIPING, PRIOR TO START OF EXCAVATION. ABBREVIATIONS AGL ABOVE GROUND LEVEL GA GAUGE PLYWD PLYWOOD A/C AIR CONDITIONING GALV GALVANIZED PT PRESSURE TREATED APPROX APPROXIMATELY GC GENERAL CONTRACTOR PROJ PROJECT AZ AZIMUTH GRND GROUND PROP PROPERTY GYP BD GYPSUM WALL BOARD (P) PROPOSED BLDG BUILDING BLK BLOCKING HT HEIGHT QTY QUANITY HVAC HEATING VENTILATION AIR CLG CEILING CONDITIONING REQ REQUIRED ~ CENTERLINE HORZ HORIZONTAL RM ROOM CLR CLEAR HR HOUR RO ROUGH OPENING CONC CONCRETE ROW RIGHT OF WAY CONST CONSTRUCTION IN INCH CONT CONTINUOUS INFO INFORMATION SHT SHEET ID INSIDE DIAMETER SIM SIMILAR DET DETAIL INSUL INSULATION SPEC SPECIFICATION DIA DIAMETER INT INTERIOR SF SQUARE FOOT DIAG DIAGONAL IBC INTERNATIONAL BUILDING CODE ss STAINLESS STEEL DIM DIMENSION STL STEEL DBL DOUBLE LBS POUNDS STRUCT STRUCTURAL DN DOWN STD STUD DWG DRAWING MGR MANAGER SUSP SUSPENDED MFR MANUFACTURER EA EACH MAX MAXIMUM THRU THROUGH ELEC ELECTRICAL MECH MECHANICAL TNNG TINNED ELEV ELEVATION MTL METAL TYP TYPICAL EQ EQUAL MIN MINIMUM EQUIP EQUIPMENT MISC MISCELLANEOUS UG UNDERGROUND (E) EXISTING UNO UNLESS NOTED OTHERWISE EXT EXTERIOR N/A NOT APPLICABLE VIF VERIFY IN FIELD FIN FINISH NIC NOT IN CONTRACT VERT VERTICAL FLR FLOOR NTS NOT TO SCALE FLUOR FLUORESCENT WP WATER PROOF FT FOOT oc ON CENTER W/ WITH OD OUTSIDE DIAMETER W/0 WITHOUT --UGP --UG POWER CONDUIT --UGT --UG TELCO CONDUIT IMPORTANT NOTICE THE EXISTING CONDITIONS REPRESENTED HEREIN ARE BASED ON VISUAL OBSERVATIONS AND INFORMATION PROVIDED BY OTHERS. MORRISON HERSHFIELD CORPORATION CANNOT GUARANTEE THE CORRECTNESS NOR COMPLETENESS OF THE EXISTING CONDITIONS SHOWN AND ASSUMES NO RESPONSIBILITY THEREOF. CONTRACTOR AND HIS SUB-CONTRACTORS SHALL VISfT THE SITE AND VERIFY ALL EXISTING CONDITIONS AS REQUIRED FOR PROPER EXECUTION OF PROJECT. REPORT ANY CONFLICTS OR DISCREPANCIES TO THE CONSULTANT PRIOR TO CONSTRUCTION. BUILDING/WALL/DETAIL SECTION •'--------""'l~:---1 _..,... DETAIL NUMBER A-1 SHEET NUMBER WHERE DETAILED I REFERENCE ~ A-1 REFERENCED DRAWING LEGEND LARGE SCALE DETAIL ~ DETAIL NUMBER ~ SHEET NUMBER WHERE DETAILED ELEVATION DETAIL BUG ~ DETAIL NUMBER ~ SHEET NUMBER WHERE DETAILED ~ · ·Mobile·® 1 0590 WEST OCEAN AIR DRIVE SUITE 300 SAN DIEGO, CA 92130 PLANS PREPARED BY: MORRISON HERSHFIELD 600 STEWART STREET, SUITE 200 SEATTLE, WA98101 REV. A Tel: 206.268.7370 www.momsonhershfield.com MH PROJECT NUMBER: 2035319 DATE ISSUED FOR 10/15/20 90% REVIEW BY BA 8 0 i 11 /20/20 95% REVIEW BA --.. --.--.---------· --------------·-- 02/09/21 .100% CONSTRUCTION. RR ----------,. ..... "" .... --~---·-•--.--------- -• • • •• • ••-• av, • SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY LICENSURE: 02/10/2021 5:48PM SITE NAME: INNOVATIVE TIME T-MOBILE SITE I.D. SD06224A SITE ADDRESS: 5858 EDISON PL CARLSBAD, CA 92008 SHEET NAME: GENERAL NOTES SHEET NUMBER: T-2 -------------------------------..L...------------------------------..._ ___________________________________________ _ ' 0 w f- (D :r: 0 a::: D.. :::; f-0 a::: f-en en [f) w 0 > a::: w en a::: w a::: a::: <( 0 0 f- en w ~ w a::: :r: 0 I :;:: ~ I f- z <( :r: f- a::: w i!: 0 w a::: :::, [f) g 0 [f) 0 a::: 0 w en :::, >-z <( w a::: :::, ~ fu ~ a::: NITT~ VE THIS IS NOT A SURVEY. All INFORMATION AND TRUE NORTH HA BEEN OBTAINED FROM EXISTING DRAWINGS AND JURISDICTIONAL GIS INFORMATION AND ARE APPROXIMATE. TAX PARCEL: 2120922200 I I I I I I I D.. 0 __...--+'4s~sV2"•0C."=--••·••• . 0 [f) ~ z w ::;; :::, 0 0 0 z 0 to :::, ~ z 0 0 LL 0 I I I I I EXISTING PROPERTY LINE (TYP) I EXISTIN)'>_/ LANDSCAPING (TYP/ \ . I I I I I I I I I I I /> '--EXISTING~ ('/0 BUILDING "c> (TYP) 0 ~EXISTING~ PARKING ",,._ () TAX PARCEL: 2120922400 EXISTING ADJACENT PROPERTY LINE (TYP) ~~J-~ ~:;v;_ .. :::'.l Know what's below. Call before you dig. ~ · ·Mobile·® 10590 WEST OCEAN AIR DRIVE SUITE 300 SAN DIEGO, CA 92130 PLANS PREPARED BY: MORRISON HERSHFIELD 600 STEWART STREET, SUITE 200 SEATTLE, WA 98101 REV. Tel: 206.268.7370 www.morrisonhershfield.com MH PROJECT NUMBER: 2035319 DATE ISSUED FOR BY A 10/15/20_ 90% REVIEYI BA B 11/20/20 95% RE\IIEYI_ BA 0 , 02/09/21 100% CONSTRUCTION RR .,....... . --. ----------------------.. . ---. -----······· ··--·-·-· SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY UCENSURE: 02/10/2021 5:48PM SITE NAME: INNOVATIVE TIME T-MOBILE SITE I.D. SD06224A SITE ADDRESS: 5858 EDISON PL CARLSBAD, CA 92008 SHEET NAME: SITE PLAN SHEET NUMBER: A-1 SITE PLAN 1 t]214•;x!36~"Js~CALE~[:J1~·J=~2~0·~-~o•==],~~~~~1 ~~~~,~==============-------------------------------------------------------------------------_::.;_,:_:=.,:_~_;;,;..:,.J.,._,1-______________ _ w • · o'o• 20' i!: 11"x17" SCALE: 1" = 40' -0 20· 1 0 w 1- [D I 0 Cl'.'. a.. ~ ~ CS] '.'.::; t3 ~ ~ LOWER ~ ROOFTOP ':,__ Cf) ~ 0 ii' w Cf) Cl'.'. w Cl'.'. ~ ~ Cf) w ~ w Cl'.'. I 0 I :;:: ':.: I I- ~ I I- C,:: w I ti w Cl'.'. :::, Cf) g 0 Cf) 0 "' 0 w Cf) :::, >-z <( t.J Cl'.'. ::, ':.: z >-ill ! EXISTING ANTENNA SCREEN ENCLOSURE (OF OTHERS) EXISTING ACCESS LADDER T-MOBILE ANTENNAS WITHIN REPLACEMENT SCREEN ENCLOSURE T-MOBILE ANTENNAS WITHIN PROPOSED SCREEN ENCLOSURE Cl'.'. a.. 0 £t:;7' :~-3;1"':0"i;\<.'c;,-,:,~''; --"''·o.. EXISTING ANTENNA SCREEN ENCLOSURE (OF OTHERS) Cf) Cf) 1-z w ::. ::, (.) 0 0 z 0 t3 ::, Cl'.'. tii z 0 0 LL 0 t;:; Cf) Cf) F= z 0 w z ~ z 0 0 z 0 ':.: ::. Cl'.'. e T-MOBILE EQUIPMENT MOUNTED TO PARAPET WALL NOTE: ANTENNAS OF OTHERS NOT SHOWN FOR CLARITY ., EXISTING MECHANICAL UNIT (TYP) EXISTING ROOF HATCH c.~w~•ae~~s~~m•~~•~••=•~~~m~ -1< &9;, "& S· EXISTING ANTENNA SCREEN ENCLOSURE (OF OTHERS) "'-EXISTING~ PARKING "-. EXISTING PARAPET (TYP) EXISTING PARAPET EXISTING SKYLIGHT (TYP) D 0 EXISTING ROOFTOP CABLE TRAY (OF OTHERS) 0 T -MOBILE ANTENNAS WITHIN REPLACEMENT SCREEN ENCLOSURE EXISTING T -MOBILE PARAPET-MOUNTED CABLE TRAY ~UPPER~ ROOFTOP ':,__ EXISTING ANTENNA SCREEN ENCLOSURE (OF OTHERS) EXISTING T -MOBILE PARAPET-MOUNTED CABLE TRAY T-MOBILE EQUIPMENT MOUNTED TO PARAPET WALL 0 EXISTING T-MOBILE ROOFTOP CABLE TRAY ,,....__ u -\- / NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL, STATE AND LOCAL CODES 2. CONTRACTOR IS RESPONSIBLE FOR PULLING ALL REQUIRED PERMITS AND ARRANGING FOR ALL INSPECTIONS AND OBTAINING ALL APPROVALS 3. CONTRACTOR SHALL LOCATE AND MARK ANY UNDERGROUND UTILJTIES PRIOR TO EXCAVATION ;r- ; ,,,,,--EXISTING ANTENNA SCREEN ~ ENCLOSURE (OF OTHERS) ID T-MOBILE ANTENNAS WITHIN REPLACEMENT SCREEN ENCLOSURE EXISTING ANTENNA SCREEN ENCLOSURE (OF OTHERS) EXISTING FENCED EQUIPMENT AREA (OF OTHERS) AT GRADE NOTES: PLAN INFORMATION CONTAINED HEREIN IS TAKEN FROM THE DOCUMENTS PROVIDED BY CLJENT. NEITHER WARRANTY NOR GUARANTEE IS GIVEN BY THE ARCHITECT NOR MORRISON HERSHFIELD CORPORATION TO THE ACCURACY NOR THE COMPLJETENESS OF THE COPIED COMPOUND PLAN INFROMATION. ~ · ·Mobile·® 10590 WEST OCEAN AIR DRIVE SUITE 300 SAN DIEGO, CA 92130 PLANS PREPARED BY: MORRISON HERSHFIELD 600 STEWART STREET, SUITE 200 SEATTLE, WA98101 REV. Tel: 206.268.7370 www.morrisonhershfield.com MH PROJECT NUMBER: 2035319 DATE ISSUED FOR A 10/15/20 90% REVIEW BY BA B 11 /20 /20 '9_5_" ~EVIE:_W .. _ _ _ _ _ _13A 0 . 02/09/21 :100% CONSTRUCTION, RR SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY LJCENSURE: 02/10/2021 5:48PM SITE NAME: INNOVATIVE TIME T-MOBILE SITE 1.0. SD06224A SITE ADDRESS: 5858 EDISON PL CARLSBAD, CA 92008 SHEET NAME: ROOF PLAN SHEET NUMBER: A-1 .1 : t;2;:;4:;.x;;3:;;6:-" ~S;;;CAL;-;E;:-:~3;--;/;;3:;2:-" :=:--:;1::,_::;o~•--■ •~□-•-■:J•c■ic.■■■■■■■,~---------------------------------------------------------------------------------------------------==---===--==~=_j i!: 11"x17" SCALE: 3/64" = 1'-0" 8' 4' o· 8' ROOF PLAN 1 ______ ....;.........;,... _____________________________________ ___!,~::!,._!_~~'...J...:==========::::::J ci w J- OJ I 0 ll:'. a.. ~ J-0 ll:'. [ii (f) (f) w 0 > ll:'. w (f) ll:'. w ll:'. ll:'. <( 0 1:2 (f) w 5 w ll:'. I 0 I ;;: . ~ I J- z <( I J- c,: w I J-0 w ll:'. => (f) 0 _j 0 (f) 0 ll:'. 0 w (f) => >-z <( w ll:'. => ~ z >-OJ ~ ~ ll:'. a.. 0 ci:::::," a.. (f) (f) J-z w :if => 0 0 0 z 0 t, => ll:'. J-(f) z 0 0 "-0 t;:; (f) (f) I J- z 0 w z >" z 0 0 z 0 ~ :if ll:'. 12 z w I J- EXISTING T-MOBILE RBS 3106 OUTDOOR CABINET W/ DUW30, DUG20 & 88630 TO BE UPGRADED EXISTING CMU WALL (TYP) EXISTING T-MOBILE DISCONNECT TO REMAIN EXISTING T-MOBILE TRANSFORMER EXISTING BUILDING PARAPET WALL EXISTING T-MOBILE POWER PANEL EXISTING TELCO CABINET X X ~ 24"x36" SCALE: 3/8" = 1 '-0" 11"x17• SCALE: 3/16" = 1 • -o· 2' 1' O"" 2' 7 i EXISTING T-MOBILE VERTICAL CABLE TRAY UP TO ROOF LEVEL EXISTING T-MOBILE RBS 2106 OUTDOOR CABINET TO REMAIN --··· J' -i ! I I + EXISTING T-MOBILE 7' -Q"x20' -0" CONCRETE EQUIPMENT PAD EXISTING T-MOBILE CHAIN LINK GATE ACCESS DOOR EXISTING T-MOBILE CIENA BOX EXISTING T -MOBILE RRU EXISTING EQUIPMENT PLAN 2 PROPOSED T-MOBILE RBS 6131 CABINET W/ DUW30 FOR U1900, DUG20 FOR G1900, 886630 FOR L2100/L1900, 886630 FOR L2500 & 886648 FOR N2500; UTILIZE UPGRADE KIT EXISTING T-MOBILE TRANSFORMER EXISTING BUILDING PARAPET WALL EXISTING T-MOBILE~ POWER PANEL EXISTING TELCO CABINET EXISTING CMU WALL (TYP) EXISTING T-MOBILE DISCONNECT 24"x36" SCALE: 3/8" = 1 · -o• 11"x17" SCALE: 3/16" = 1 '-0" 2· X X. 1 • o· 2' EXISTING T-MOBILE VERTICAL CABLE TRAY UP TO ROOF LEVEL EXISTING T-MOBILE RBS 2106 OUTDOOR CABINET / / I / / j I CABINET SCOPE OF WORK -SEE RFDS • INSTALL (1) RBS 6131 CABINET • INSTALL DUW30 FOR U1900, BB6630 FOR L2100/L1900, BB6630 FOR L2500 AND BB6648 FOR N2500 WITHIN 6131 CABINET • ADD (1) VOLTAGE BOOSTER PSU 4813 • ADD (1) IXRE ROUTER / ---- / / I i I / .J 11 . ·---1 ' ·.1 I .. · I I . ·, ··! >< ·,>:>< '. I i I I ' . J ! EXISTING T-MOBILE 7' -o"x20' -o" CONCRETE EQUIPMENT PAD EXISTING T-MOBILE CHAIN LINK GATE ACCESS DOOR EXISTING T-MOBILE CIENA BOX EXISTING T-MOBILE RRU PROPOSED EQUIPMENT PLAN 1 ~ · ·Mobile·® 10590 WEST OCEAN AIR DRIVE SUITE 300 SAN DIEGO, CA 92130 PLANS PREPARED BY: m~~ ; .. ~.,; MORRISON HERSHFIELD 600 STEWART STREET, SUITE 200 SEATTLE, WA 98101 REV. Tel: 206.268.7370 www.morrisonhershfield.com MH PROJECT NUMBER: 2035319 DATE ISSUED FOR A ;10/15/200 ~0% REVIEW BY BA B 11/20/20 95% REVIEW BA --... -----·---.... ~-~--------"'""'--~-----•-s-• 0 , 02/09/21 100% CONSTRUCTION RR SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY UCENSURE: 02/10/2021 5:48PM SITE NAME: INNOVATIVE TIME T-MOBILE SITE I.D. SD06224A SITE ADDRESS: 5858 EDISON PL CARLSBAD, CA 92008 SHEET NAME: EQUIPMENT PLAN SHEET NUMBER: A-1.2 0 w t:: 0::, I 0 n:: Q. :'::; t; n:: t;; (/) 1/) w 0 > n:: w 1/) n:: w n:: n:: <( 0 g 1/) w ~ w n:: I 0 I :;;: !;;: I 1- z <( I I- n:: w I b w n:: :::, 1/) g 0 1/) 0 n:: 0 w (/) :::, >-z <( w n:: :::, !;;: z >-[Il & ~ n:: IL 0 n:: Q. (/) 1/) 1- i:5 2 :::, 0 0 0 z 0 t; :::, ~ z 0 0 "--0 t;:, (/) 1/) I 1- z 0 w z ~ 0 0 z 0 !;;: 2 n:: EXISTING ANTENNA AND COAX SCHEDULE RFDS ANCHOR VERSION 10, SECTOR TECH AZIMUTH RAD NUMBER OF VENDO!l ALPHA CENTER ANTENNAS U1900 AIR21 A1 G1900 350" 23'-6" 1 ERICSSON A2 L2100 350' 23'-6" 1 ERICSSON AIR21 SECTOR TECH AZIMUTH RAD NUMBER OF VENDOR BETA CENTER ANTENNAS U1900 AIR21 B1 G190D 85" 25'-0" 1 ERICSSON 82 L2100 85" 25'-0" 1 ERICSSON AIR21 SECTOR TECH AZIMUTH RAD NUMBER OF VENDO!l GAMMA CENTER ANTENNAS U1900 AIR21 Cl G1900 260" 25'-0" 1 ERICSSON C2 L2100 26Ci 25'-0" 1 ERICSSON AIR21 ,, ,✓~4,,0~ 0G 2 ''"''" , -,omcc ""' """""' / [ERICSSON AIR21 KRCl 18023-1 _B2P _B4A '-. (QUAD)] TO BE REMOVED '-. '1 c::.~---__..,__'-. EXISTING T-MOBILE ANTENNA~ '-. C1 MODa KRC118023-1_B2A_B4P (QUAD) KRC118023-1_B2P_B4A (QUAD) MODa KRC118023-1_B2A_B4P (QUAD) KRC118023-1_B2P_B4A (QUAD) MODa KRC118023-1_B2A_B4P (QUAD) KRC118023-1_B2P_B4A (QUAD) SCREEN ENCLOSURES TO BE REMOVED , '-. GAMM~ ~~• ~ EXISTING T-MOBILE PANEL ANTENNA [ERICSSON AIR21 KRC118023-1_B2A..._B4P (QUAD)] TO BE REMOVED EXISTING T-MOBILE ANTENNA MOUNT (TYP OF 2) TO BE REMOVED ELEC MECH FEEDER NUMBER & lYPE TILT DOWNTILT 2" (4) 7 /8" LMU COAX. o· o· (4) 7/8" COAX (4) FIBER JUMPER (4) FIBER JUMPER o· o· (1) 3x6 HCS ELEC MECH FEEDER NUMBER & 1YPE TILT DOWNTILT ( 4) 7 /8" LMU COAX. 5· o· (4) 7/8" COAX (4) FIBER JUMPER 5· o· (4) FIBER JUMPER (1) 3x6 HCS ELEC MECH FEEDER NUMBER & lYPE TILT DOWNTILT o· ( 4) 1 5/8" LMU COAX 'Z o· (4) 1 5/8" COAX. (4) FIBER JUMPER o· o· (4) FIBER JUMPER (1) 3x6 HCS EXISTING PARAPET EXISTING PARAPET EXISTING ANTENNA SCREEN ENCLOSURE (OF OTHERS) DATED 08/26/2020 10:47:28 AM FEEDER LENGTH 117' 117' 16' 16' 80M FEEDER LENGTH 148' 148' 16' 16' 40M FEEDER LENGTH 230' 230' 16' 16' 50M ADDmONAL EQUIPMENT (1) RRH1900-4x45 (1) RRH8x20-25-FEU - ADDmoNAL EQUIPMENT (1) RRH1900-4x45 ( 1) RRH8x20-25-FEU - ADOITTONAL EQUIPMENT ( 1) RRH 1900-4x45 (1) RRH8x20-25-FEU - EXISTING PARAPET /0 EXISTING T-MOBILE RRH8x20-25-FEU TO BE REMOVED EXISTING EQUIPMENT MOUNT (. (TYP OF 2) / EXISTING T-MOBILE RRH 1900-4x45 TO BE REMOVED EXISTING EQUIPMENT MOUNT (TYP OF 4) EXISTING T -MOBILE RRH 7 900-4x45 TO BE REMOVED EXISTING T-MOBILE RRH8x20-25-FEU TO BE REMOVED EXISTING PARAPET / / / / / / / / EXISTING T-MOBILE RRH 1900-4x45 ) TO BE REMOVED / V EXISTING T-MOBILE RRH8x20-25-FEU TO BE REMOVED < EXISTING ANTENNA SCREEN ENCLOSURE (OF OTHERS) / '-. A 1 '-. EXISTING T-MOBILE ANTENNA SCREEN ENCLOSURE TO BE REMOVED EXISTING T-MOBILE PANEL ANTENNA [ERICSSON AIR21 KRC718023-7_.B2A_B4P (QUAD)] TO BE REMOVED EXISTING T -MOBILE PANEL ANTENNA [ERICSSON AIR21 KRC118023-7_B2P _B4A (QUAD)] TO BE REMOVED ---EXISTING T -MOBILE ANTENNA MOUNT (TYP OF 2) TO BE REMOVED EXISTING PARAPET EXISTING T-MOBILE ANTENNA SCREEN ENCLOSURE TO BE REMOVED EXISTING T-MOBILE PANEL ANTENNA [ERICSSON AIR21 KRC118023-1_B2P _B4A (QUAD)] TO BE REMOVED EXISTING T-MOBILE PANEL ANTENNA [ERICSSON AIR21 KRC 118023-1 _B2P _B4A (QUAD)] TO BE REMOVED EXISTING T -MOBILE ANTENNA MOUNT (TYP OF 2) TO BE REMOVED ~ z t--:--:-.:----------:-.:--~--=======ij;ii~~~~~::----------------------------------------------------------,,---I w 24"x36" SCALE: 1 /4" = 1 '-0" ~ 11"x17" SCALE: 1/8" = 1'-0" 4' 3• 2' 1· o· 4• EXISTING ANTENNA LAYQLJT 1 ~ · ·Mobile·® 10590 WEST OCEAN AIR DRIVE SUITE 300 SAN DIEGO, CA 92130 PLANS PREPARED BY: MORRISON HERSHFIELD 600 STEWART STREET, SUITE 200 SEATTLE, WA 98101 REV. Tel: 206.268.7370 www.morrisonhershfield.com MH PROJECT NUMBER: 2035319 DATE ISSUED FOR A , .10/1~/?Cl ~()% REVIEW BY BA 8 11/20/20 ,95%. REVIEW .. BA 0 02/09/21 '100% CONSTRUCTION RR SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY UCENSURE: 02/10/2021 5:48PM SITE NAME: INNOVATIVE TIME T-MOBILE SITE I.D, 8O06224A SITE ADDRESS: 5858 EDISON PL CARLSBAD, CA 92008 SHEET NAME: EXISTING ANTENNA CONFIGURATION SHEET NUMBER: RF-1 ci w >- ID I 0 0::: [L :".:i t; 0::: tt, [/J [/J w (.) 5c w [/J 0::: w 0::: 0::: j ~ [/J w :s w 0::: I (.) I :s: !;;;: I f- z 1 f- a::: w ~ w 0::: :::, [/) g (.) [/J 0 0::: 0 w [/) :::, >-z <( w 0::: :::, !;;;: z ~ fie ~ 0::: [L 0 0::: [L [/J ~ z w ::. :::, (.) 0 0 z 0 t; :::, ~ z 0 (.) Li. 0 t;; [/) [/) ~ z 0 w z ~ z 0 (.) z 0 !;;;: ::. 0::: e PROPOSED ANTENNA AND COAX SCHEDULE SECTOR TECH AZIMUTH RAD NUMBER OF VENDOR MODEL El.EC ALPHA CENTER ANTENNAS TILT L2100 AIR32 KRD901146-1_B66A_B2A A1 L1900 350" 23'-6" 1 ERICSSON (OCTO) z G1900 L2500 AIR6449 B41 (ACTIVE ANTENNA -A2 N2500 350· 23'-6" 1 ERICSSON MASSIVE MIMD) 2· A3 L1900 350" 23'-6" 1 ANDREW (QUAD) U1900 HBXX-6516DS-A2M z SECTOR TECH AZIMUTH RAD NUMBER OF VENDOR MODa El.EC BETA CENTER ANTENNAS TILT L2100 AIR32 KRD901146-1_B66A_B2A B1 L1900 85" 26' -6" 1 ERICSSON (OCTO) z G1900 L2500 AIR6449 B41 (ACTIVE ANTENNA -B2 N2500 85" 26'-6" 1 ERICSSON MASSIVE MIMO) 2· B3 L1900 85" 26'-6" 1 ANDREW (QUAD) U1900 HBXX-6516DS-A2M z SECTOR TECH AZIMUTH RAD NUMBER OF VENDOR MODEL El.EC GAMMA CENTER ANTENNAS TILT L2100 AIR32 KRD901146-1_B66A_B2A C1 L1900 260" 25'-o" 1 ERICSSON (OCTO) z G1900 L2500 AIR6449 B41 (ACTIVE ANTENNA -C2 N2500 260" 2s'-o" 1 ERICSSON MASSIVE MIMO) z C3 L1900 260" 2s'-o" 1 HBXX-6516DS-A2M (QUAD) U1900 ANDREW 2· NOTES: 1. ALL PROPOSED EQUIPMENT IS LOW VOLTAGE, DC POWER 2. COORDINATE WITH CONSTRUCTION MANAGER FOR CURRENT RFDS PRIOR TO CONSTRUCTION 3. CABLE LENGTH IS APPROXIMATE. CONTRACTOR TO FlELD VEF11FY CABLE LENGTHS PRIOR TO ORDERING, FABRICATION, OR INSTALLATION OF CABLES. MECH DOWNTILT o· o· o· MECH DOWNTILT o· o· o· MECH DOWNTILT o· o· o· 4. NO WORK SHALL COMMENCE WITHOUT THE APPROVED TOWER/ANTENNA MOUNT STRUCTURAL ANALYSIS REPORT (SIGNED AND SEALED) PROVIDED BY OTHERS UNDER SEPARATE COVER. CONTRACTOR PRIOR TO INSTALLATION OF ANTENNAS, EQUIPMENT AND COAX CABLES SHALL REVIEW THE APPROVED TOWER STRUCTURAL ANALYSIS PROVIDED BY T-MOBILE AND MODIFY, IF REQUIRED, ALL APPLICABLE MEMBERS AS INDICATED IN THE CERTIFIED STRUCTURAL PROPOSED T-MOBILE ANTENNA MOUNT (TYP OF 3) PROPOSED T-MOBILE PANEL ANTENNA [ERICSSON AIR6449 B41 (ACTIVE ANTENNA -MASSIVE MIMO)] CD. I (!) , 1-1- RFDS ANCHOR VERSION 10, DATED FEEDER NUMBER & TYPE FEEDER LENGTH (4) FIBER JUMPER 16' (4) FIBER JUMPER 16' (1) 3x6 HCS 80M (2) 6x12 HCS 80M (2) FIBER JUMPER 16' (4) JUMPER 8' SUREFLEX 4.3-10 TO DM FEEDER NUMBER & TYPE FEEDER LENGTH (4) FIBER JUMPER 16' ( 4) FIBER JUMPER 16' (1) 3x6 HCS 40M (2) 6x12 HCS 40M (2) FIBER JUMPER 16' (4) JUMPER 8' SUREFLEX 4.3-10 TO DM FEEDER NUMBER & TYPE FEEDER LENGTH (4) FIBER JUMPER 16' (4) FIBER JUMPER 16' (1) 3x6 HCS 50M (2) 6x12 HCS 50M (2) FIBER JUMPER 16' (4) JUMPER 8' SUREFLEX 4.3-1 0 TO DM 08/26/2020 10:47:28 AM ADDITTONAL EQUIPMENT - - (1) 4415 B25 RRU ADDITTONAI.. EQUIPMENT - - (1) 4415 B25 RRU ADDITTONAI.. EQUIPMENT - - (1) 4415 B25 RRU EXISTING EQUIPMENT MOUNT (TYP OF 2) PROPOSED T-MOBILE~ 4415 B25 RRU EXISTING PARAPET PROPOSED T-MOBILE 4415 825 RRU (TYP OF 2) EXISTING PARAPET PROPOSED REPLACEMENT ANTENNA SCREEN ENCLOSURE (DESIGN BY OTHERS); PAINT AND TEXTURE TO MATCH ADJACENT BLDG SURFACE PROPOSED T-MOBILE PANEL ANTENNA ffi [ERICSSON AIR32 KRD901146-1_866A_B2A (OCTO)] \[:!) PROPOSED T-MOBILE PANEL ANTENNA @ [ERICSSON AIR6449 B41 (ACTIVE ANTIENNA -MASSIVE MIMO)] A-3 BETA :7 AZ=B5" PROPOSED T-MOBILE PANEL ANTENNA [ANDREW HBXX-6516DS-A2M (QUAD)] PROPOSED T-MOBILE @ ANTENNA MOUNT (TYP OF 3) A-S PROPOSED T-MOBILE PANEL ANTENNA ffi [ERICSSON AIR32 KRD901146-1_B66A_B2A (OCTO)] \[:!} EXISTING PARAPET EXISTING PARAPET 24"x36" SCALE: 1/4" = 1'-0" PROPOSED T-MOBILE PANEL ANTENNA [ERICSSON AIR32 KRD901146-1_B66A_B2A (OCTO)] PROPOSED ANTENNA SCREEN ENCLOSURE (DESIGN BY OTHERS); PAINT AND TEXTURE TO MATCH ADJACENT BLDG SURFACE EXISTING ANTENNA SCREEN ENCLOSURE (OF OTHERS) EXISTING EQUIPMENT MOUNT (TYP OF 4) PROPOSED REPLACEMENT ANTENNA SCREEN ENCLOSURE (DESIGN BY OTHERS); PAINT AND TIEXTURE TO MATCH ADJACENT BLDG SURFACE PROPOSED T-MOBILE PANEL ANTENNA ffi [ERICSSON AIR6449 B41 (ACTIVE ANTENNA -MASSNE MIMO)] \[:!) PROPOSED T-MOBILE PANEL ANTIENNA ~ [ANDREW HBXX-6516DS-A2M (QUAD)] \[:!} ANTENNA MOUNT PROPOSED T-MOBILE @ (TYP OF 3) A-S EXISTING ANTENNA SCREEN ENCLOSURE (OF OTHERS) ~ · ·Mobile·® 10590 WEST OCEAN AIR DRIVE SUITE 300 SAN DIEGO, CA 92130 PLANS PREPARED BY: mi,; .,,_ ,,,. MORRISON HERSHFIELD 600 STEWART STREET, SUITE 200 SEATTLE, WA98101 REV. Tel: 206.268.7370 www.morrisonhershfield.com MH PROJECT NUMBER: 2035319 DATE ISSUED FOR BY A 10/15/20'90% REVIEW BA -----.... ------·····"'----·-···-··---- B 0 · 02/09/21 100% CONSTRUCTION RR . . -. ,, ___ "--. ···-•"" ---.. __ ,, . ---"" ----··-~·· SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY LICENSURE: 02/10/2021 5:48PM SITE NAME: INNOVATIVE TIME T-MOBILE SITE I.D. SD06224A SITE ADDRESS: 5858 EDISON PL CARLSBAD, CA 92008 SHEET NAME: PROPOSED ANTENNA CONFIGURATION SHEET NUMBER: RF-2 z~ r~~~~:=:~-~~~~~~-------------------------=-------------------------;;~~~~~~~~~~-;-;;;.~~--;-i >-11"x17" SCALE: 1/8" = 1'-0" 4• 3• 2· 1· o· 4' PROPOSED ANTENNA LAYOUT 1 _________________________________________________________ ....;_..;_;;_~~~::....:..:..;~~~:..:::...:..:...=..::....:...1......:.--1. _________ _J D w f-ii'i :r: ~ Q._ ::; f-u 0:: t;; (f) (f) w u ~ w (f) 0:: w 0:: 0:: < u ~ (f) w ~ w 0:: :r: u :r: :!< i f- z < :r: f- 0:: w :r: 13 w 0:: ::, "' g u "' D 0:: 0 w "' ::, >-z < t.J 0:: ::, ~ z >-[D >-0:: ~ 0:: Q._ 0 0:: Q._ (f) [".! z w ::::; ::, u 0 D z 0 e= u ::, 0:: to z 0 u '-'--0 t (f) "' :r: f- z D w z ~ z 0 u z 0 ~ I .A.au.a::.. .. ~ --l-➔ I . I l I • 1 It>•- ~ • II .. :111" I J ' ~ ...--• ~ r I I I r I Secti on 3 • Propos.ed Tem p la e r ma ge-s S 06 224 fiA.!1970-3 Anciior.Jpg ttrl,1, -..;u; -. ., .... ... ,, ., q n,a:· • II --. ,.,, - ... • • • t • I • ~, -· ~ l I -I I l J I ' i I I ~ · ·Mobile·® MD? 10590 WEST OCEAN AIR DRIVE SU ITE 300 SAN DIEGO, CA 92130 PLANS PREPARED BY: w.; MORRISON HERSHFIELD 600 STEWART STREET, SUITE 200 SEATTLE, WA98101 Tel: 206.268.7370 www.morrisonhershfield.com MH PROJECT NUMBER: 2035319 REV. DATE ISSUED FOR BY A 10/15/20 90% REVIEW BA B 11/20/20 95% REVIEW ' BA . 0 02/09/21 100% CONSTRUCTION RR -- -- -- SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY LI CENSURE: 02/10/2021 5:48PM SITE NAME: IN NOVATIVE TIME T-MOBILE SITE 1.0. SD06224A SITE ADDRESS: 5858 EDISON PL CARLSBAD, CA 92008 SHEET NAME: PLUMBING DIAGRAM SHEET NUMBER: ~;r:~ L f2;41"•3~6~-~S~CAL~E[: I1/~4-~=~r1·-;o~-: _-_;,4'E· ~3•52~E-~,.jo~· ~~~~~4'=· ==================================================================================================================£P~LJu~iM~,;;;;;B~]1;_N~~GfJoi~1A~_G9._~RA~~~M~J=1IJ ...... __________ _ ~ 11 "•17" SCALE: 1 /8" = 1 '-0" RF-3 ci TOP OF EXISTING T-MOBILE ANTENNAS ALPHA ±25'-10" AGL EXISTING T-MOBILE PANEL ANTENNA [ERICSSON AIR21 KRC118023-1_B2P _B4A (QUAD)] (TYP OF 3, 1 PER SECTOR) TO BE REMOVED EXISTING T -MOBILE ANTENNA SCREEN ENCLOSURE (TYP OF 3, 1 PER SECTOR) TO BE REMOVED w f-m I 0 0:: (]_ RAD CENTER OF EXISTING T-MOBILE ANTENNAS (ALPHA) ±23 -6' AGL ~ f-(.) ~ (/) (/) w (.) ii: w (/) 0:: w 0:: 0:: i'i ~ (/) w :5 w 0:: I (.) I =;:: !;;: I 1- z <( i1: r--::-:-:--:::-::-::::::-::-:--:-;:::---;-:--:;;---;;:::;c;c,;;;;c, "'w 24"x36" SCALIE: 1/8" = 1 '-0" ,-i-l'.'l■(■;a■.:•::i•■•C'.;ll■C====1 I 11"x17• SCALE: 1 /16" = 1 '-o· 87 6' 4' 2' o· I BETA SECTOR I EXSTING BUILDING I ALPHA SECTOR I I I I n I I I L.J L.J / I I L-------' I I I / I EXISTING T-MOBILE PANEL ANTENNA [ERICSSON Al R21 KRC 118023-1 _B2A_B4P (QUAD)] (TYP OF 3, 1 PER SECTOR) TO BE REMOVED EXISTING ANTENNA SCREEN ENCLOSURE (OF OTHERS) (TYP OF 6) NOTES: 1. INFORMATION CONTAINED HEREIN IS TAKEN FROM THE DOCUMENTS PROVIDED BY CLIENT. NEITHER WARRANTY NOR GUARANTEE IS GIVEN BY THE ARCHITECT NOR MORRISON HERSHFIELD CORPORATION TO THE ACCURACY NOR THE COMPLETENESS OF THE COPIED ELEVATION INFORMATION. 2. NO WORK SHALL COMMENCE WITHOUT THE APPROVED TOWER/ANTENNA MOUNT STRUCTURAL ANALYSIS REPORT SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER UNDER SEPARATE COVER. IF REQUIRED, THE CONTRACTOR SHALL MODIFY TOWER AND/OR ANTENNA MOUNTS AS INDICATED IN THE ABOVE MENTIONED STRUCTURAL REPORT OR ASSOCIATED MODIFICATION DESIGN DRAWINGS. 3. REFER TO STRUCTURAL ANALYSIS FOR CABLE ROUTING INFORMATION I SEE SHEET RF-1 FOR ANTENNA LAYOUT I TOP OF EXISTING BUILDING$ ±30'-9" AGL TOP OF EXISTING CONC ±18'-9" AGL GROUND LEVEL ASSUMED O' -0" EXISTING NORTHEAST ELEVATION 2 t,1---------------------------------------------------------------------------------------------------------------------------------'---I w 0:: ::::, (/) g (.) (/) Cl 0:: 0 w (/) ::::, >-~ w 0:: ::::, !;;: z fi:i ~ ~ 0:: (]_ 0 0:: (]_ (/) ~ z w ~ ::::, (.) 8 z 0 t3 ::::, ~ z 0 (.) LL 0 t;; (/) (/) I 1- z Cl w z ~ z 0 (.) z 0 ~ ~ 0:: e @ PROPOSED T-MOBILE PANEL ANTENNA [ANDREW HBXX-6516DS-A2M (QUAD)] (TYP OF 3, 1 PER SECTOR) PROPOSED REPLACEMENT ANTENNA SCREEN ENCLOSURE (DESIGN BY OTHERS); PAINT AND TEXTURE TO MATCH ADJACENT BUILDING SURFACE (TYP OF 3 LOCATIONS) TOP OF PROPOSED T-MOBILE ANTENNAS ALPHA ±25'-10" AGL RAD CENTER OF PROPOSED T-MOBILE ANTENNAS (ALPHA) ±23 -6 AGL I BETA SECTOR I EXSTING BUILDING ~ GROUND LEVEL ASSUMED O' -0" I ALPHA SECTOR I PROPOSED T-MOBILE PANEL ANTENNA @ [ERICSSON AIR6449 841 (ACTIVE ANTENNA 3 -MASSIVE MIMO)] A-3 (TYP OF 3, 1 PER SECTOR) PROPOSED T-MOBILE PANEL ANTENNA @ [ERICSSON AIR32 KRD901146-1_866A_B2A A 3 (OCTO)] (TYP OF 3, 1 PER SECTOR) - EXISTING ANTENNA SCREEN ENCLOSURE (OF OTHERS) (TYP OF 6) PAINT NOTE: PAINT AND TEXTURE PROPOSED SHROUDS TO MATCH ADJACENT BUILDING SURFACE TOP OF EXISTING BUILDING$ ±30'-9" AGL TOP OF EXISTING CONC $ ±18'-9" AGL 2---------------------------------------------------------------------------------------------------------------------------------.--- t"F • ·Mobile·® 10590 WEST OCEAN AIR DRIVE SUITE 300 SAN DIEGO, CA 92130 PLANS PREPARED BY: MORRISON HERSHFIELD 600 STEWART STREET, SUITE 200 SEATTLE, WA98101 REV. Tel: 206.268.7370 www.morrisonhershfleld.com MH PROJECT NUMBER: 2035319 DATE ISSUED FOR BY A 10/15/20 90% REVIEW BA --••• "W••-"-•--••• ••••-•••••-•"• --------•••-• ---• . 13 .... • .. 11/20/20 ~5% _ REVIEW BA 0 • 02/09/21 100% CONSTRUCTION RR •~•••-•••-••• "' ~•" -• """'-'"' •-••••ss"-•'"'" . SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY LICENSURE: 02/10/2021 5:48PM SITE NAME: INNOVATIVE TIME T-MOBILE SITE I.D. SD06224A SITE ADDRESS: 5858 EDISON PL CARLSBAD, CA 92008 SHEET NAME: NORTHEAST ELEVATION SHEET NUMBER: A-2 w 24"x35" SCALE: 118" = l'-O" i-la•■•--■ 1 PROPOSED NORTHEAST ELEVATION 1 I 11"x17" SCALE: 1/16" = 1'-0" 8' 6' 4' 2' o" 8' ,-._ ____________________________________________________________________________________________________________________________________________________ .. ci w f-m I 0 0:: 0.. ~ t, 0:: t, ff) ff) w u 6c w ff) 0:: w 0:: ~ g ff) w 5 w 0:: I u I 3< ~ f- ~ TOP OF EXISTING BUILDING ±30'-9" AGL TOP OF EXISTING T-MOBILE ANTENNAS BETA ±27'-4" AGL RAD CENTER OF EXISTING T-MOBILE ANTENNAS BETA ±25'-0" AGL TOP OF EXISTING CONG ±18'-9" AGL EXISTING T -MOBILE PANEL ANTENNA [ERICSSON AIR21 KRC118023-1 _B2P _B4A (QUAD)] (TYP OF 3, 1 PER SECTOR) TO BE REMOVED I GAMMA SECTOR I I BETA SECTOR I EXISTING T-MOBILE PANEL ANTENNA [ERICSSON AIR21 KRC118023-1_B2A_B4P (QUAD)] (TYP OF 3, 1 PER SECTOR) TO BE REMOVED EXISTING T-MOBILE ANTENNA SCREEN ENCLOSURE (TYP OF 3, 1 PER SECTOR) TO BE REMOVED EXISTING FENCED T-MOBILE EQUIPMENT AREA AT GRADE NOTES: 1. INFORMATION CONTAINED HEREIN IS TAKEN FROM THE DOCUMENTS PROVIDED BY CLIENT. NEITHER WARRANTY NOR GUARANTEE IS GIVEN BY THE ARCHITECT NOR MORRISON HERSHFIELD CORPORATION TO THE ACCURACY NOR THE COMPLETENESS OF THE COPIED ELEVATION INFORMATION. 2. NO WORK SHALL COMMENCE WITHOUT THE APPROVED TOWER/ANTENNA MOUNT STRUCTURAL ANALYSIS REPORT SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER UNDER SEPARATE COVER. IF REQUIRED, THE CONTRACTOR SHALL MODIFY TOWER AND/OR ANTENNA MOUNTS AS INDICATED IN THE ABOVE MENTIONED STRUCTURAL REPORT OR ASSOCIATED MODIFICATION DESIGN DRAWINGS. 3. REFER TO STRUCTURAL ANALYSIS FOR CABLE ROUTING INFORMATION I SEE SHEET RF-1 FOR ANTENNA LAYOUT EXISTING FENCED EQUIPMENT AREA (OF OTHERS) AT GRADE I ALPHA SECTOR I EXSTING BUILDING GROUND LEVEL ASSUMED o' -o" z <( ~w t24~?sc~~~?-=--,::~-~~~~~~~~---------------------------------------------------------------------------------;:~;;~~::-;-:~-::~~-;-:~;--;-~-:--:::~:-::::-::::~:-:;:-;:;::-:-r~-I ~ 24"x36" SCALE: 3/32" = 1'-0" ~½•■ , :i: 11"x17" SCALE: 3/64" = 1•-0• 8' 4' o· 8' EXISTING SOUTHEAST ELEVATION 2 l:ia-------------------------------------------------------------------------------------------------------__::.._:....:..:....:_:_.=__:__:.....::......:......:..:=--=-=-=--===-----=--::...:.....::...:....::....:....1-=::....a w 0:: ::, ff) g u ff) 0 0:: 0 w ff) ::, >-z <( w 0:: ::, i fu & t3 0:: 0.. 0 0:: 0.. ff) ff) 'z: w ::;; ::, u 0 0 z 0 t, ::, ~ z 0 u "---0 ti ff) ff) I f- z 0 w z ;'.': z 0 u z 0 !;,: ::;; 0:: i2 24"x36" SCALE: 1/4" = 1'-0" ~ TOP OF EXISTING BUILDING ±30'-9" AGL TOP OF PROPOSED T -MOBILE ANTENNAS BETA ±28'-10" AGL RAD CENTER OF PROPOSED T-MOBILE ANTENNAS BETA ±26'-6" AGL TOP OF EXISTING CONG ±18'-9" AGL PROPOSED T-MOBILE PANEL ANTENNA [ERICSSON AIR6449 841 (ACTIVE ANTENNA -MASSIVE MIMO)] (TYP OF 3, 1 PER SECTOR) @ PROPOSED T-MOBILE PANEL ANTENNA [ANDREW HBXX-6516DS-A2M (QUAD)] (TYP OF 3, 1 PER SECTOR) I GAMMA SECTOR I I BETA SECTOR I PROPOSED T-MOBILE PANEL ANTENNA @ [ERICSSON AIR32 KRD901146-1_866A._82A A-3 (OCTO)] (TYP OF 3, 1 PER SECTOR) PROPOSED REPLACEMENT ANTENNA SCREEN ENCLOSURE (DESIGN BY OTHERS); PAINT AND TEXTURE TO MATCH ADJACENT BUILDING SURFACE (TYP OF 3 LOCATIONS) EXISTING ANTENNA SCREEN ENCLOSURE (OF OTHERS) (TYP OF 6) EXISTING FENCED T-MOBILE EQUIPMENT AREA AT GRADE PAINT NOTE: PAINT AND TEXTURE PROPOSED SHROUDS TO MATCH ADJACENT BUILDING SURFACE EXISTING FENCED EQUIPMENT AREA (OF OTHERS) AT GRADE I ALPHA SECTOR I EXSTING BUILDING GROUND LEVEL ASSUMED O' -0" ~ · ·Mobile·® 1 0590 WEST OCEAN AIR DRIVE SUITE 300 SAN DIEGO, CA 92130 PLANS PREPARED BY: MORRISON HERSHFIELD 600 STEWART STREET, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 www.morrisonhershfield.com MH PROJECT NUMBER: 2035319 REV. DATE ISSUED FOR ! BY A .10/15/20.90%REVIEW ...••.... BA , __ B_ .• 1 ... 1/2~/20 95% _ REVIEW BA 0 • 02/09/21 _100% CONSTRUCTION: RR SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY LICENSURE: 02/10/2021 5:48PM SITE NAME: INNOVATIVE TIME T-MOBILE SITE 1.D. SD06224A SITE ADDRESS: 5858 EDISON PL CARLSBAD, CA 92008 SHEET NAME: SOUTHEAST ELEVATION SHEET NUMBER: A-2.1 zw~~~~~~~~------------------------;;~~~~~~~~~ ;i: 11"x17" SCALE: 1/8" = 1'-0" 4' 3• 2' 1' 4• PROPOSED SOUTHEAST ELEVATION 1 -------------------------------------------------------~~..;,._;~~;.,,...;;...::..;:..:..,;,,.;.;;;;~::..;_-===-,;.:..,;~;:_;_;;.J...~---------...I 0 w f- (D :r: 0 a::: n. § a::: ti; 1/) 1/) w (_) > a::: w 1/) a::: w a::: a::: () !2 1/) w ~ w a::: :r: (_) :r: ;;: '< :r: f- z < TOP OF EXISTING CONC ±18'-9" AGL -- EXISTING T-MOBILE ANTENNA SCREEN ENCLOSURE TO BE REMOVED EXISTING T-MOBILE PANEL ANTENNA [ERICSSON AIR21 KRC11B023-1_B2P _B4A (QUAD)] (TYP OF 3, 1 PER SECTOR) TO BE REMOVED I GAMMA SECTOR I EXISTING T-MOBILE PANEL ANTENNA [ERICSSON AIR21 KRC118023-1_B2A_B4P (QUAD)] (TYP OF 3, 1 PER SECTOR) TO BE REMOVED EXISTING ANTENNA :C~R~E~EN[~~-ic------:c-------;~:~~~-~~~~tf-----------------7 c;-----z~~71 ENCLOSURE (OF OTHERS) ~OF6) ,. n I I 1 \ I I I I I 1 \ I I I I ~;f--~ \u I I; \ I ii \ I -~---'i\J I I NOTES: 1. INFORMATION CONTAINED HEREIN IS TAKEN FR!?M THE DOCUMENTS PROVIDED BY CLIENT. NEITHER WARRANTY NOR GUARANTEE IS GIVEN BY THE ARCHITECT NOR MORRISON HERSHFIEbD CORPORATION TO THE ACCURACY NOR THE COMPLETENESS OF THE COPIED ELEVATION INFORMATION. 2. NO WORK SHALL COMMENCE WITHOUT THE APPROVED TOWER/ANTENNA MOUNT STRUCTURAL ANALYSIS REPORT SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER UNDER SEPARATE COVER. IF REQUIRED, THE CONTRACTOR SHALL MODIFY TOWER AND/OR ANTENNA MOUNTS AS INDICATED IN THE ABOVE MENTIONED STRUCTURAL REPORT OR ASSOCIATED MODIFICATION DESIGN DRAWINGS. 3. REFER TO STRUCTURAL ANALYSIS FOR CABLE ROUTING INFORMATION I SEE SHEET RF-1 FOR ANTENNA LAYOUT I TOP OF EXISTING BUILDING$ / ±30' -9" AGL ------~ TOP OF EXISTING T-MOBILE ANTENNAS I BETA SECTOR I EXSTING BUILDING ±27'-4" AGL RAD CENTER OF EXISTING T-MOBILE ANTENNAS (BETA/GAMMA)$ ±25'-o" AGL GROUND LEVEL$ ASSUMED 0'-0" ~a::: t-;:;~~sc~~~:z--:--,.:::o-:---~c.:i:x:iiiiiiiiif------------.;._---------------------------------------------------------------------=:-:::::=::-~:---=-=~::::--::-~=:-==:-:=--:=-:-:-:=-=:-:-:-r-=-1 24"x36" SCALE: 3/32" = 1•-0• !I-Ir■ ~ 11•x17" SCALE: 3/64" = 1•-0• aT•J" ~-a• EXISTING SOUTHWEST ELEVATION 2 [31---------------------------------------------------------------------------------------------------------------------------------1---1 w a::: ::, 1/) g (_) 1/) 0 a::: 0 w 1/) ::, >-z < w a::: ::, '< z >-CD ~ ~ a::: n. 0 a::: n. 1/) ~ w :::. ::, (_) 8 z 0 t; ::, ~ z 0 (_) u. 0 t 1/) 1/) ~ z 0 w z ~ z 0 (_) z 0 '< :::. a::: TOP OF EXISTING CONC ±18'-9" AGL ~- PROPOSED T-MOBILE PANEL ANTENNA [ERICSSON AIR6449 B41 (ACTIVE ANTENNA -MASSIVE MIMO)] (TYP OF 3, 1 PER SECTOR) PROPOSED REPLACEMENT ANTENNA SCREEN ENCLOSURE (DESIGN BY OTHERS); PAINT AND TEXTURE TO MATCH ADJACENT BUILDING SURFACE (TYP OF 3 LOCATIONS) @ PROPOSED T-MOBILE PANEL ANTENNA [ANDREW HBXX-6516DS-A2M (QUAD)] (TYP OF 3, 1 PER SECTOR) I GAMMA SECTOR I r PROPOSED T-MOBILE PANEL ANTENNA @ [ERICSSON AIR32 KRD901146-1 _B66A_B2A (OCTO)] (TYP OF 3, 1 PER SECTOR) A-3 PROPOSED ANTENNA SCREEN ENCLOSURE (DESIGN BY OTHERS); PAINT AND TEXTURE TO MATCH ADJACENT BUILDING SURFACE -----~/ ____ __,/ I BETA SECTOR I EXSTING BUILDING PAINT NOTE: PAINT AND TEXTURE PROPOSED SHROUDS TO MATCH ADJACENT BUILDING SURFACE TOP OF EXISTING BUILDING$ ±30'-9" AGL TOP OF PROPOSED T -MOBILE ANTENNAS $ ±27'-4" AGL RAD CENTER OF PROPOSED T-MOBILE ANTENNAS (GAMMA)$ ±25'-o" AGL GROUND LEVEL$ ASSUMED o·-o· fi'. 2w~~~:=o:-~~-~~-----------------------~mnonc"i=nc~~~~~=imii-:i1 I 24~x36" SCALE: 1/4" = 1'-0" ~ I _ j ~ · ·Mobile·® 10590 WEST OCEAN AIR DRIVE SUITE 300 SAN DIEGO, CA 92130 PLANS PREPARED BY: MORRISON HERSHFIELD 600 STEWART STREET, SUITE 200 SEATTLE, WA 98101 REV. Tel: 206.268.7370 www.morrisonhershfield.com MH PROJECT NUMBER: 2035319 DATE ISSUED FOR BY A 10/15/20 '90% REVIEW BA -----------·•--s,••· ~---------- B ! 1/20/20 95% REVIEW BA 0 02/09/21 100% CONSTRUCTION RR SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY LJCENSURE: SITE NAME: INNOVATIVE TIME T-MOBILE SITE I.D. SD06224A SITE ADDRESS: 5858 EDISON PL CARLSBAD, CA 92008 SHEET NAME: SOUTHWEST ELEVATION SHEET NUMBER: A-2.2 :r: 11"x17" SCALE: 1/8" = 1•-0• 4' 3' 2' 1• o· 4' PROPOSED SOUTHWEST ELEVATION 1 >-.,_ _________________________________________________________________________________________________________________________ _,__ ... ________________ _. -------------------------------------------------~ 0 i=' ID :r: 0 O:'. 0.. ~ f-(.) O:'. t;; (/l (/l w (.) if: w (/l O:'. w O:'. i5 g (/l w ~ w O:'. :r: (.) :r: 3: '< i!: EXISTING ANTENNA SCREEN ENCLOSURE (OF OTHERS) (TYP OF 6) I ALPHA SECTOR I EXSTING BUILDING I GAMMA SECTOR I NOTES: 1. INFORMATION CONTAINED HEREIN IS TAKEN FROM THE DOCUMENTS PROVIDED BY CLIENT. NEITHER WARRANTY NOR GUARANTEE IS GIVEN BY THE ARCHITECT NOR MORRISON HERSHFIELD CORPORATION TO THE ACCURACY NOR THE COMPLETENESS OF THE COPIED ELEVATION INFORMATION. 2. NO WORK SHALL COMMENCE WITHOUT THE APPROVED TOWER/ANTENNA MOUNT STRUCTURAL ANALYSIS REPORT SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER UNDER SEPARATE COVER. IF REQUIRED, THE CONTRACTOR SHALL MODIFY TOWER AND/OR ANTENNA MOUNTS AS INDICATED IN THE ABOVE MENTIONED STRUCTURAL REPORT OR ASSOCIATED MODIFICATION DESIGN DRAWINGS. 3. REFER TO STRUCTURAL ANALYSIS FOR CABLE ROUTING INFORMATION I SEE SHEET RF-1 FOR ANTENNA LAYOUT TOP OF EXISTING BUILDING$ ±30'-9" AGL TOP OF EXISTING CONG ±18'-9" AGL GROUND LEVEL ASSUMED O' -0" ! °'w t-:2~4·x~36~-~SCAL~E~: 3~/3~2·--==~1·~-or· ~,-.~•-·s~~-~~, -------------------------------------------~E;x~1ics;",T71~Nir.G;-;jNiro)IR;:T=rwHivwviEt=SCITT~E;L11E;VVAATT1110~Nll'2;1 :r: I ;1"x17" SCALE: 3/64" = 1'-0" 8' 4' o· 8' 51-----------------------------------------------------------------------------------------------------------------------------------L---I w O:'. ::::, (/l g (.) (/l 0 O:'. 0 w (/l ::::, ~ <( w O:'. ::::, '< z ~ ~ O:'. 0.. 0 O:'. 0.. (/l ~ w ::;; ::::, (.) 8 z 0 0 ::::, ~ z 0 (.) LL 0 t;:; (/l (/l :r: f- z 0 w z ~ z 0 (.) z 0 '< ::;; O:'. ~ EXISTING ANTENNA SCREEN ENCLOSURE (OF OTHERS) (TYP OF 6) I ALPHA SECTOR I EXSTING BUILDING I GAMMA SECTOR I J PAINT NOTE: PAINT AND TEXTURE PROPOSED SHROUDS TO MATCH ADJACENT BUILDING SURFACE TOP OF EXISTING BUILDING$ ±30'-9" AGL TOP OF EXISTING CONG ±18'-9" AGL GROUND LEVEL ASSUMED o' -o" * .... ~-~:-:~-~:-~-~~-~-; ~-j~-!~-. :-;:=-~-: -8~e-~•--4~~---~-~~--~-~-~-~-. _________________________________________________ P_R_O_P_O_S_E_D_N_O_R_T_H_W_E_S_T_E_L_E_V_A_T_I_O_N__,-1--1 ~ · ·Mobile·® 10590 WEST OCEAN AIR DRIVE SUITE 300 SAN DIEGO, CA 92130 PLANS PREPARED BY: MORRISON HERSHFIELD 600 STEWART STREET, SUITE200 SEATTLE, WA98101 REV. Tel: 206.268.7370 www.morrisonhershfield.com MH PROJECT NUMBER: 2035319 DATE ISSUED FOR BY A 10/15/20 190% REVIEW BA ... ,_ ___ ,, ___ _,·-----~---------·------·-····-· B 11/20/20 '95% REVIEW BA ···-,-·--· -., --·-------------------------- 0 • 02/09/21 100% CONSTRUCTION RR SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY LICENSURE: SITE NAME: INNOVATIVE TIME T-MOBILE SITE I.D. SD06224A SITE ADDRESS: 5858 EDISON PL CARLSBAD, CA 92008 SHEET NAME: NORTHWEST ELEVATION SHEET NUMBER: A-2.3 u, w () > "' w u, [}:'. w [}:'. [}:'. c'S g u, w ~ w [}:'. I () I ;:: ANTENNA TILT BRACKET (AS REQ'D) BY ANTENNA MFR PIPE MOUNTING BRACKETS BY ANTENNA MFRM 3STD MOUNTING PIPE PANEL ANTENNA NOTE: PROPOSED T-MOBILE RRU (4415) UNIT SHALL BE MOUNTED AS PER MANUFACTURER'S RECOMMENDATIONS. n I MOUNTING BRACKET BY MFR MOUNTING PIPE I-I C) w I WIDTH FRONT VIEW DEPTH L, l SIDE VIEW ERICSSON 4415 (B25) SIZE AND WEIGHT TABLE HEIGHT W/0 CABLE WEIGHT 1; WIDTH 1; 1 l ~ ~-----, _ _____, __ w 0 PLAN VIEW WIDTH DEPTH MANAGEMENT COVER W/0 BRACKET 13.19" 5.39" 14.96" 44.0 LBS NOTE: INSTALL PER MFR RECOMMENDATIONS ~ · ·Mobile·® 10590 WEST OCEAN AIR DRIVE SUITE 300 SAN DIEGO, CA 92130 PLANS PREPARED BY: MORRISON HERSHFIELD 600 STEWART STREET, SUITE 200 SEATTLE, WA 98101 REV. Tel: 206.268.7370 www.morrisonhershfield.com MH PROJECT NUMBER: 2035319 DATE ISSUED FOR BY A 10/15/20 90% REVIEW BA -----·-·· ------------,_,,, _____ --------.. ····---·-·--·-•---"· B '11/20/20,95% REVIEW BA --------' . .,. 0 02/09/21 100% CONSTRUCTION RR ··-· -. --.. --. -------,. ... , ... , --········-"'·-·· ... --~----. SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPAUTY ~ f'=l-----------------------------~---T""""---ll------------------------------------,,----+-----------------------------------.----1,------------ I ~~::~~: ;~~; :; TYP ANTENNA MOUNTING 6 ~~::~~: ;~:~; ~ TYPICAL RADIO MOUNTING 5 ~~::~~: ~~~; ~~ RRU SPECI Fl CATIONS 4 LICENSURE: I- "' w I t3 w "' ::, u, g () u, 0 "' 0 w (/) ::, >-z <( w "' ::, ~ z fu fie ~ "' 0.. 0 "' 0.. u, ~ z w ::e ::, (.) 0 0 z 0 t, ::, ~ z 0 () "-0 w u, u, I 1- z 0 w z ~ 0 (.) z 0 ~ ::e "' WIDTH WIDTH v v 1 r-m 1 I- I 0 w I FRONT VIEW BACK VIEW WIDTH It It: I 1 1 ~to ERICSSON AIR6449 B41 SIZE AND WEIGHT TABLE HEIGHT WIDTH DEPTH WEIGHT 33.10" 20.60" 8.60" 104.0 LBS DEPTH WIDTH WIDTH I-I-I I 0 C) w w I I SIDE VIEW FRONT VIEW BACK VIEW WIDTH ANDREW HBXX-6516DS-A2M SIZE AND WEIGHT TABLE HEIGHT WIDTH DEPTH WEIGHT 50.94" 12.01" 6.50" 30.60 LBS DEPTH WIDTH WIDTH DEPTH v v 1 _ 1 I-I C) I-I-w I I I ('.) ('.) w w I I SIDE VIEW FRONT VIEW BACK VIEW SIDE VIEW WIDTH v v I 1 1 ~to ERICSSON AIR32 DB B66A B2A SIZE AND WEIGHT TABLE HEIGHT WIDTH DEPTH WEIGHT 56.60" 12.9" 8. 7" 105.80 LBS 12 zl---------------------------------,----lf----------------------------------.---+----------------------------------.----1 24"x36" SCALE: NTS 11"x17" SCALE: NTS w 24"x36" SCALE: NTS i': 11 "x17" SCALE: NTS ANTENNA SPECIFICATIONS 3 24"x36" SCALE: NTS 11"x17" SCALE: NTS ANTENNA SPECIFICATIONS 2 ANTENNA SPECIFICATIONS 1 02/10/2021 5:48PM SITE NAME: INNOVATIVE TIME T-MOBILE SITE I.D. SD06224A SITE ADDRESS: 5858 EDISON PL CARLSBAD, CA 92008 SHEET NAME: CONSTRUCTION DETAILS SHEET NUMBER: A-3 ,-- I I I ' 24"x36" SCALE: NTS 11"x17" SCALE: NTS MANUFACTURER: ERICSSON MODEL: PSU 4813 DIMENSIONS: 19"x14.3"x1 .7" WEIGHT: 17.2 LBS I !. . 1----~, ·;"•· -··' 1 =---; ,------- t _____ _ PSU DETAIL 8 0 w l-m t------------------------------------------L---1 I 0 a:: a_ ~ 1-u ~ (/) en w u > a:: w (/) a:: w a:: a:: c5 i2 !:l ~ w a:: I u I ;;; MANUFACTURER: NOKIA MODEL: IXR-E MODULE DIMENSIONS: 17.25"x1 0.0"x1 .75" WEIGHT: TBD NOTICE Radio frequency fields beyond this point may exceed the FCC general public exposure limit. c::::I c::::I CAUTION Beyond this point: Radio frequency fields at this site may exceed FCC rules for human exposure. For your safey, obey all posted signs and site guidelines for working in radio frequency environments. c::::I c::::I c::::I c::::I WARNING Beyond this point: Radio frequency fields at this site exceed the FCC rules for human exposure. Obey all posted signs and site guidelines for working in radio frequency environments. c::::I c::::I Failure to obey all posted signs and sites guidelines for working in radio frequency environments could result in serious injury. c::::I c::::I MANUFACTURE: ERICSSON MODEL: BASEBAND 6648 DIMENSIONS: 19.0"x13.85"x1 .75" (UNIT ONLY WEIGHT: ±16.5 LBS (UNIT ONLY) I.[) co r<) . ' ' , ' ~~ ' 19" , -·- PLAN VIEW FAN MODULE , I , . - 19" BASEBAND UNIT MOVABLE BRACKETS I.[) r--- !;,: ~t-::-::--::-:-::=-:--:-:::----------------------------------.--+----::--:----------------------------;__ ___________ 'T""'_+---------------------------------------"T"""--1 24"x36" SCALE: NTS . 24"x36" SCALE: NTS 24"x36" SCALE: NTS ~ 11"x17" SCALE: NTS IXR-E DETAIL 7 11"x17" SCALE: NTS SIGNAGE 5 11"x17" SCALE: NTS 886648 4 ~t-----------------------------------------..L..--+------------------------------------------.L-+ __ .:_..:..::...=.:_..:...::. ___________________________ -=.__:__:__:_..:._L....:..-I a:: w 15 w O:'. :::, (/] g u (/] 0 O:'. 0 w en :::, >-z <( w O:'. :::, i in 1" ~ O:'. a_ 0 a:: a_ •·JJlr ,;Sllllr· RR.U END ' I i ·' \ POWEROORD \ '--OLC FLEX CONNECTORS WI BOOT ' HQLC CONNECTOR_./ PENDANT END (/)1-----------------------------------------~---1 ~ ~~::~~: ~~; ~ HCS 2.0 JUMPER CABLE 4 i5t-----------------------------------------..L..--1 ::;; :::, u 0 0 z 0 5 :::, ~ z 0 u LL 0 l:;:j (/] (/) ~ z 0 w z ~ z 0 u z 0 ~ ::;; O:'. e GALV. BOX FRAME PART OF CABINET u u NOTE: EQUIPMENT CABINET(S) TO BE MECHANICALLY ATTACHED TO CONCRETE PAD PER MANUFACTURER'S RECOMMENDATIONS (4) 5/8"¢ HILTI KB-1Z EXPANSION BOLTS ( 4-1 /8" EMBED) INTO CONG CONC SLAB MANUFACTURE: ERICSSON MODEL: BASEBAND 6630 DIMENSIONS: 19.0"x13.8"x1 .75" (UNIT ONLY) WEIGHT: ±2.5 LBS (UNIT ONLY) 1 g" , , ' ' .. . -co . r<) . -,, PLAN VIEW '·; tj,Ea@1· 1°1°1° i"1( 1"1'1 1 1' I 1 1 @~ FRONT VIEW FAN MODULE ,, I , ~ ~ 19" BASEBAND UNIT MOVABLE BRACKETS I.[) r--- :r: l-o.. w 0 WIDTH k 1 -"_-L.,--------,...J . 1-:r: C) w :r: -' k 1 ~ -- PLAN VIEW WIDTH k 1 FRONT VIEW SIZE AND WEIGHT TABLE (W/O BASE FRAME) WIDTH DEPTH HEIGHT 25.5" 33.5" 57.0" NOTE: INSTALL PER MFR RECOMMENDATIONS • 1-:r: C) w :r: ' ' k DEPTH k 1 1 SIDE VIEW ~ · ·Mobile·® 10590 WEST OCEAN AIR DRIVE SUITE 300 SAN DIEGO, CA 92130 PLANS PREPARED BY: MORRISON HERSHFIELD 600 STEWART STREET, SUITE 200 SEATTLE, WA98101 REV. Tel: 206.268.7370 www.morrisonhersh1ield.com MH PROJECT NUMBER: 2035319 DATE ISSUED FOR BY A 10/15/20:90% REVIEW BA ---------··---· ------- B , 11 (2Cl/~O 95% REVIEW BA 0 , 02/09/21 100% CONSTRUCTION. RR ------·--------- SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY LICENSURE: 02/10/2021 5:48PM SITE NAME: INNOVATIVE TIME T-MOBILE SITE I.D. SD06224A SITE ADDRESS: 5858 EDISON PL CARLSBAD, CA 92008 SHEET NAME: CONSTRUCTION DETAILS SHEET NUMBER: A-4 zt--------------------------~--------------,--+-------------------------------------------r--+---------------------------------------"T"""--1 ~ .. ~_~:_:~_~:-~-~-~_: ~-~ __________ c_A_s_I N_E_T_A_T_T_A_c_H_M_E_N_T.....r._3.....1,,_~~_::_~~-: ~-~~-~-: _: ___________________ s_s_6_6_3_0_,__2..i..,.~_~: ___ :~ ... ~: ... ~~ ... ~;;;;.LE:_~_TS _______ E_N_c_L_o_s_u_R_E_6_1_3_1_c_A_B_1 N_E_T....1.,_1....1.. __________ .... 0 w I-m I 0 (l'.'. a. '.'.:i l-o (l'.'. ti; V> V> w 0 fie w V> (l'.'. w (l'.'. ~ g f:l :5 w (l'.'. I 0 I :;;; ~ · ·Mobile·® 10590 WEST OCEAN AIR DRIVE SUITE 300 SAN DIEGO, CA 92130 PLANS PREPARED BY: MORRISON HERSHFIELD 600 STEWART STREET, SUITE 200 SEATTLE, WA98101 REV. Tel: 206.268.7370 www.morrisonhershfield.com MH PROJECT NUMBER: 2035319 DATE ISSUED FOR A _10/15/20 90% REVIEW BY BA 8 11/20/20 ?5% REVIEW BA 0 02/09/21 100% CONSTRUCTION' RR SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY !;i: ~t----------------------------------,,-+---------------------------------,----li----------------------------------r--+----------------------------------,---1------------------ 24"x36" SCALE: NTS 24"x36" SCALE: NTS 24"x36" SCALE: NTS 24"x36" SCALE: NTS I t-1_1·_x1_1·_s_CAL_E:_NTS __________ N_O_T_U_S_E_D__.__?-;-1_1·x_17_" _sc_AL_E: _NT_s _________ N_O_T_U_S_E_D.....__6--+_11_·x_17_" s_CAL_E_: _NTS __________ N_O_T_U_S_E_D........1.._s_J..._11·_x1_1·_s_CAL_E:_NT_s _________ N_O_T_U_S_E_D----1...._4-I LI CENSURE: (l'.'. w I 5 w (l'.'. ::::, g 0 V> 0 (l'.'. 0 w V> :::, >-z ...: w (l'.'. ::::, !;i: z i£ ~ ~ (l'.'. a. 0 (l'.'. IL V> V> 1-z w ::;, :::, 0 8 z 0 ti :::, ~ z 0 0 "-0 t;:; V> ~ I 1- z Cl w z g 0 0 z 0 !;i: ::;, (l'.'. t--~d ... 0: J~ fi'iH.: ~Of;ifl,if~D '&'.£:P;,&;,::.,. 1a•if~ -.. , ·, '· "'"' ..... ,~,.. ""··,, WWWIWl'!i!!!!!I • T.Jl111Vf.•,t;':i A.!/.. &.OJUSiTJ'4S.:t..E !lll!Al,i,.. MQ~.i'N.T, T..-• 1·::.-!'." !fi.T ~DOH , !i!'~½',r;:·,1 _;:J ~--·"' ..... "' 1!,M:1'1-t:;:.:,F~ fi1li'Rf"W ~f,s1 q,H,\ ~',j' ... ~.!c•l'<f!N!, :;,.µ, ~-"""' #,h,i!-~-LA l'°':t·-"'" ... !li.ii'TI'1S e.l,£ .1:,,.,1<,1,,, :C:t e zl---------------------------------~---1----------------------------------..---+----------------------------------------------------------------------.---II w 24"x36" SCALE: NTS 24"x36" SCALE: NTS 24"x36" SCALE: NTS T D 02/10/2021 5:48PM SITE NAME: INNOVATIVE TIME T-M0BILE SITE LO. SD06224A SITE ADDRESS: 5858 EDISON PL CARLSBAD, CA 92008 SHEET NAME: CONSTRUCTION DETAILS SHEET NUMBER: A-5 I 11"x17" SCALE: NTS NOT USED 3 11"x17" SCALE: NTS NOT USED 2 11"x17" SCALE: NTS WALL MOUN ETAIL 1 1-L..----------------------------L...-J...;.;;.......;..;;.;;.;;.. _______________________ .i.,._..i., ___________________________________________________________ ....., _ _. ________________ _. 0 w I-m :r: 0 0:: (L ~ 1-0 0:: In (/) (/) w 0 fie w (/) 0:: w 0:: 0:: --= 0 ~ (/) w :s w 0:: :r: 0 :i: 3: !;,: :r: 1- z --= ~ 0:: w :r: 5 w 0:: :::, (/) s 0 (/) ci 0:: 0 w [/) :::, ~ --= Product Datasheet RADIO FREQUENCY SYSTE M S The C l ear Choice " • Group Datasheet HB 114-U6S 12-xxx-LI Series HYBRIFLEX™ RRH Hyb r.id l Cab l~:§.ol u,tion 6x12, 6AWG Low-Inductance, 1-1 /4", Sing ~.-:M_o~t~•Fiber With DLC Connectors i•MMll,t•■Ml·il,1&111·1,_ Length, ft• Model Number length, ft* Model Number ·,o HB 114-U6S1 2-1 0-ll 230 HB 1 14-U6S 12-230-LI 20 HB1 14-U6S12-20-ll 240** HB114-U6S12-240-LI 30 HB114-U6S12-30-LI 250 HB114-U6S12-250-U 40 H8114-U6S12-40-LI 260 H8114-U6S12-260-U 50 H8114-U6S12-50-LI 270"'" H8114-U6S 12-270-U -- 60 HBl 14-U6512-60-LI 280 HB114-U6S12-280-LI 70 HB1 14-U6S12-70-LI 290 HB114-U6512-290-U 80 HB114-U6S12-80-LI 300 HB114-U6S 12-300-LI 90** HB114-U6S12-90-LI 310 HS114-U6S12-3 10-LI 100 H8114-U6512-100-LI 320 HBl 14-U6S12-320-LI 110 HB114-U6S12-1 10-U 330 HS 114-U6S 12-330-LI 120** HS 1 l 4-U6S 12-120-LI 340 H8114-U6S12-340-LI 130 HB 114-U6S12-130-LI 350 H8114-U6S12-350-LI 140 H8114-U6S1 2-140-LI 360 HB114-U6S12-36D-LI 150 .... HB114-U6S12-150-U 370 HB1 14-U6S 12-370-LI i 60 HB114-U6S1 2-160-U 380 HB114-U6S 12-380-U ·170 HB714-U6S12-170-ll 390 HB114-U6S1 2-390-ll 180*" H8114-U6S1 2-180-U 400 HB114-U6S12-400-U --"190 H8 1 l 4-U6S 1 2-190-LI 410 H8114-U6S12-410-Ll 200 H8 114-U6S12-200-U 420 HS 114-U6S 12-420-LI 210""' HB 114-U6S12-210-LI 430 HB114-U6S12-430-LI 220 HB114-U6S12-220-LI 440 HBl 14-U6S12-440-LI * Length 1s "L" shown in product drawing, ,.. Quick Ship Madel -Contact RFS for details CAl·l·&il•Ji¢9ill·- 39"Typ./35" Min. 31ue0ip, Bl<.1eB<xt.:$ & (2)1M1i-t:e Moocers I ~ Blue dip, Blue f:loa3, (1) Y~IIIW Marker & (l) IM,iu, M~rker BlucOi,.BlucBoot,;, (1) Brawr,Marker&(lfl/mtc~er ~ Bl1.1e Op, Blue Boot;, (1) Green M.irl,;,:r & (1) Wlitc Marker ~ Blue Oip, Blue IIQol5, {1] Purple Marker&(1) 'Nhite W.arlcer ~ Blue Oip. Blue Boats, (1) Blue M.:iikcr & (1) VVhitc M.lrkcr ~ 3" :t 25~~olored IVlarkers ----- --- -- ==- ----::: ~=:-Blue dip. Blue Boots & {I) Wnitc M Blue Clip.Blue B= & (1) Yellow M BlucOip, liluci Beets l!, (7) Brown w Blue Oip. BlueBoo::5 & C,) Gr=i M Blue dip. Blue Boots& (1) ?i.rple Ml BlueOip,Hl<.>e ~&(1)111ueMa """~-- arkcr ~~== ""'~==~ '"' ~--~ L_36HTyp./32" Mil"!.. rder Length CustomerO (Armor to Armo ,) f "'L# 1stributioo Fiber door Fan-Out ~ I I ' ~ ~ I ' l • . Length, ft* Model Number 450 HB114-U6S 12-450-LI 460 HB 114-U65 12-460-LI 470 H8114-U6S12-470-LI 480 HB114-U6S12-480-LI 490 H8114-U6S12-490-LI 500 HB 1 t4-U6S12-SC0-U 510 HB 114-U6S 12-51 0-LI 520 HB114-U6S12-520-LI 530 HB114-U5512-530-U 540 HB114-U6S12-540-U 550 H8114-U5S12-550-U 560 HB114-U6S12-SEO-LI 570 HB 114-U6S 12-570-LI --580 HB 114-U6S 12-580-LI 590 HB 1l4-U6S12-590-LI 600 HB 114-U6S 12-600-U 610 HB114-U6S12-610-U 700 HB114-U6S12-700-LI 800 HB114-U6S12-8D0-U 900 HB114-U6S12-900-LI 1000 H8114-U6S12-1000-LI w,,· 32·· (.813 Mete~) M;n. i :"' 18 AWG Alarm Wires · B "00 ' -Pa:r7 ' r,_G, ' ,,......, ' ""' -""' ' • ----~rp • .. ~r .. ' • • • • _, -Pa:r6 Twisted <Jam \','Ires _r32" (.813 Meters) Min._J DC Power Wires ladcnge -?air2 ~/White • ?air 1 lad<w'White StTipe-P~ir6 lad<w/"YellowSmpe-Pcolr S lado: wl Brcmn Stripe-P.,ir 4 B:ack w1 Gree; Stripe -P~ir 3 l.d wlf'uµe Stripe-Pair2 lad<w/Blue5oipe-Pair 1 ' lnsubtionl .. -...._ lns.Jlatkri/1 oc-, t "" ...._'-- i@M@■Mi·ll,,&lll-i,_ View factory test results on-line simply by entering the product serial number See how RFS' HYBRIFLEX installation tools can simplify and improve field work for you today RFS The Clear Choice® HB114-U6512-xxx-LI series I Print Date: 12.6.2015 I Rev: P4 I Rev Date: 12.6.2015 All information contained in this datasheet is subject to confirmation at time of ordering www.rfsworld .com Page 2 of 2 HCS SPECIFICATION 6 24"x36" SCALE: NTS 11 "x 17" SCALE: NTS Product Datasheet Group Datasheet HB114-U6S12-xxx-LI Series RADIO FREQUENCY SYSTEMS T he C lear Cho i ce ® HYBRIFLEX™ RRH Hy~9..9J[S.olution 6x12, 6AWG Low-Inductance, 1-1/4", Sing~i..Mgde Fiber With DLC Connectors 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. This low-inductance version of HYBRIFLEX allows mobile operators deploying an RRH architecture to deploy >400ft sites without the danger of power-cycling their RRHs due to voltage swings, which could occur in some specific instances. It combines bend-insensitive single-mode fiber (12 pairs of DLC connectors), 6 pairs of low-induc- tance DC wires and 9 pairs of 18AWG wires used to carry alarm signals. The package also includes a special RFS-designed DC insulating boot, used to properly protect and insulate the DC wires after stripping the jacket, avoiding possible short-circuits while wiring it to the distribution boxes. Standard RFS CELLFLEX® accessories can be used with HYBRIFLEX cable. Technical Specification -Structure Outer Conductor Armor: Corrugated Alumi.,._nu,e,m,..__-"[m"'m"-"(i""n).,_] ---~l,.,60,.0c,(c.l ·c,4'"2)c_ ___ _ Jacket: Flame Retardant [mm (in)] 39.0 (.~l -~54~) __ UV-Protection: Individual and External Jacket Yes Mechanical Properties Weight. Ap0p~ro~,~;m~a~te~------_ _,lc-kg/,m (lb!h)l, ___ .o_2,c-_52._(1.70l_ __ _ Minimum Bending Radius, Single Bending lmm (in)l 152 (6) Minimum Bending Radius. Repeated Bending Recommended/Maximum Clamp Spacing Electrical Properties DC-Resistance Outer Conductor Armor DC-Resistance Power Cable, 13.3mmi (6AWG) Inductance @100-1 OOOHz Fiber Optk Properties Version Quantity, Fiber Count Core/Clad Primary_J;oo ti!}_gJAQYlate) Secondary Coating Diameter, Nominal Minimum Bending Radius Optical Loss@ wavelength 1310nm Optical Loss@ wavelength 1550nm DC Power cable Properties Size {PO\iver) Quantity, 1/Vire Count (Power) Size (Alarm) _Quantity, Wire Count (Alarm) .JY-p_e __ Primzry Jacket Diameter. Nominal Environment lnstallation Tem_perat,,,urc'.e __ Operation Temperature Stor~ge Temperature Standards (meets or exceeds) Imm (in)] 254 11 DI [m (ft)] 1.0 / 1 .2 (3.25 / 4.0) [nt,m (!l/1 000ft)l_...c0"".9'-("'0"".2'-'7)c_ ___ _ [!l/km (!l/1 OOOft)] 1.4 (0.42) [µHim (J.l.Hlit)] __ _:<c,0c.. lec9c,l,c0."-06e,) ___ _ Single-mode 24 (12 airs) 9/125 [µm l 245 [µm],~~----"9"'00,__ __ _ [mm (;n)] 137 (5.4) dB/km 0.5 dB/km 0.5,__ _____ _ [mm1 (AWG)] [mm'(AWG)] 13.l (6) 12 (6 concentric wires) 0.8 (18) 18 (9 stranded pairs) __,P-'V,-,.C/Ny~lo~n ____ _ [mm (in)] ____ -c9.,,.l .,,(O,,,.l-,-6:,-SL) ___ _ [0 ((0F)j -20 to+65 (-4to +149) 1°c ("F)] ----~-4ccO~t~o-'-+"'6s'-1(-40 to +149) ["C (°F)] -40 to +70 (•40 to + 158) Jacket Ul2882 Type RHC, UL Listed Fiber Optic UL Listed Type 0FNR (UL 1656), RoHS Compliant Alarm Wires Power Wires UL Standard 1063, 1581 VW-1 . MTvV Oil and Gasoline RES1 SUNRES (Cable meets UL requirements), RoHS/REACH Complia,1t For use in Type RHC per UL 2882, PVC/Nylon, RoHS/REACH Comp liant RFS The Clear Choice ® HB114-U6512-xxx-LI se ries [ Print Date; 12.6.2015 I Rev: P4 I Rev Date: 12.6.2 015 At! information contained in this datasheet is subject to confirmation at time of ordering. @usrEo \ • Patented DC Wire Insulator J Used at the DC wire connection in distribution boxes, prevents potential short circuits • Aluminum corrugated armor with outstanding bending characteristics Minimizes installation time and enables mechanical protection and shielding • Same accessories as 1-1 /4" coaxial cable • Outer conductor grounding Eliminates typical grounding requirements and saves on insta llation costs • Lightweight solution and compact design Decreases tower loading • Robust cabling Eliminates need for expensive cable trays and ducts • Optical fiber and power cables housed in single corrugated cable Saves CAPEX by standardizing RRH cable installation and reducing installation requirements • Outdoor. flame-retardant jacket Ensures long-lasting cable protection www.rfsworld.com Page 1 of 2 HCS SPECIFICATI ON 5 24"x36" SCALE: NTS 11"x17 " SCALE: NTS w 0:: :::, il-----------------------------------.------------------------------_._--+--------------------------------....---------------------------------'-----1 6'i {ic ~ 0:: (L 0 0:: (L (/) (/) 1-z w ~ :::, 0 0 0 z 0 t; :::, 0:: In z 0 0 u.. 0 t;:, [/) VJ :r: 1- z 0 w z ~ z 0 0 z 0 ~ ~ 0:: e z l------------------------------------.---+-----------------------------------"T"--+------------------------------------.----+-------------------------------------r---1 1 ~ · ·Mobile·® MDI 10590 WEST OCEAN AIR DRIVE SUITE 300 SAN DIEGO, CA 92130 PLANS PREPARED BY: w.; MORRIS ON HERS HFIELD 600 STEWART STREET, SUITE 200 SEATTLE. WA98101 Tel: 206.268.7370 www.morrisonhershfield.com MH PROJECT NUMBER: 2035319 REV. DATE ISSUED FOR BY -- A 10/15/20 90% REVIEW BA B 11 /20/20 95% REVIEW BA 0 02/09/21 100% CONSTRUCTION RR - SIT NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALJTY LJCENSURE: ·t c.SS/ OROS r{:a C 81056 >;; \ \\Q_~ * 02/10/2021 5:48PM SITE NAME: INNOVATIVE TIME T-MOBILE SITE 1.D. SO06224A SITE ADDRESS: 5858 EDISON PL CARLSBAD, CA 92008 SHEET NAME: CONSTRUCTION DETAILS SHEET NUMBER: A-6 w 24"x36" SCALE: NTS NOT USED 4 24"x36" SCALE: NTS NOT USED 3 24"x36" SCALE: NTS NOT USED 2 24"x36" SCALE: NTS NOT USED :r: 11"x17" SCALE: NTS 11"x17" SCALE: NTS 11"x17" SCALE: NTS 11"x17" SCALE: NTS I-L-------------------------------'---'------------------------------.1..--------------------------------1...-.i..---------------------------------... ----------------..1 ci w I-m COAX JUMPER (TYP) CONNECTOR WEATHERPROOFING KIT (TYP) SEE NOTE 2 TO ANTENNAS RX2 ANTENNA CABLE-~----:[:L;-', TO BTS ----....--,,,,.- EQUIPMENT (TYP) WEATHERPROOFING KIT (TYP) GROUND KIT (TYP) #6 AWG ISOLATE FROM TOWER HALO W/ #2 TO LOWER TOWER BUS BAR COPPER ANTENNA GROUND BAR, WITH INSULATORS. ~------ii--" '---TO GROUND RING NOTES: DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT. COLD SHRINK SHALL NOT BE USED. :r:1-----------------------------------,---t 0 a:: n.. 24 "x36" SCALE: NTS 11"x17" SCALE: NTS GRND CABLE CONNECTION 7 ::;1----------------------------------..... --t l-o ~ (/) [3 0 > a:: w (/) a:: w a:: a:: c5 i2 (/) w ~ w a:: :r: ~ :r: 3= !;;: i!: z <( i!: a:: w :r: 5 w ANTENNA CABLE WEATHERPROOFING KIT (SEE NOTE 3) CABLE GROUND KIT NOTES: N<( 0 (TYPICALLY) 12" TO 24" I, I, 1 120" MAX. 1 ' CABLE CONNECTOR "'-#6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR). SEE NOTE 1 & 2 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. a::1----------------------------------.-----i ::::, Cll 24 "x36" SCALE: NTS COAX CABLE GROUNDING 5 g 11"x17" SCALE: NTS ~1----------------------------------...,_--; 0 a:: 0 w (/) ::::, >-z <( w a:: ::::, !;;:: z >-[Il ~ ~ a:: n.. 0 a:: n.. (/) en 1-z w :a; ::::, 0 0 0 z 0 l-o ::::, ~ z 0 0 LL 0 ti en (/) i!: z 0 w z g 0 0 z 0 ~ :::. a:: TYPE TA TYPE W TYPE GT TYPE VN TYPE NC TYPE SS TYPE VS TYPE VB TYPE PT TYPE GY TYPE GR TYPE GL NOTES: NO STEEL, GROUND OR CABLING TO BE ON SIDES OR IN FRONT OF ANTENNAS #2 AWG SOLID BARE ~ / TINNED COPPER / CONDUCTOR / EXISTING ANTENNA SECTOR GROUND BAR ( / / / NEW #2 AWG SOLID TINNED COPPER CONDUCTOR / s / -J-I I I ) _/ '--. ..__ EXISTING #2 AWG SOLID BARE TINNED '--. ,I COPPER GROUND RING _J I ANTENNA MOUNTING PIPE PROPOSED PANEL ANTENNA PROPOSED ANCILLARY EQUIPMENT (TYP) PROPOSED CABINET EXISTING GROUND BAR SOLID BARED TINNED COPPER CONDUCTOR W/ THERMOWELD 3/8" WASHER 3/8"x3/4" SS BOLT 3/8" SS NUT 3/8'' SS LOCK WASHER 3/8" WASHER 24"x36" SCALE: NTS 11 "x17" SCALE: NTS TYPICAL GROUND BAR CONNECTION 2 HOLE LUG #2 AWG GRN ~ 1/4-20 HEX NUT =--------1 / 4" EXT. TOOTH LOCK WASHER PRIMARY GROUND BAR/ METAL ENCLOSURE ~ 1/4" FLAT WASHER 1/4-20 HEX BOLT INSTALi ATION NOTES: 1. SELECT BOLT LENGTH TO PROVIDE A MINIMUM OF TWO EXPOSED THREADS. 2. BURNISH MOUNTING SURFACE TO REMOVE PAINT IN THE AREA OF LUG CONTACT. 3. APPLY ANTI-OXIDANT COMPOUND TO MATING SURFACE OF LUG AND WIPE CLEAN EXCESS COMPOUND. 4. USE SOLID COPPER WIRE AND MECHANICAL 2-HOLE LUG FOR ALL EXTERIOR GROUNDING. 24"x36" SCALE: NTS 11"x17" SCALE: NTS GROUND CONNECTION I-BEAM OR C-CHANNEL SITE PRO ANGLE ADAPTER FOR SNAP-INS (P/N #ADAP-0) PROPOSED CABLE SITE PRO STACKABLE SNAP-IN HANGERS @ 3' -0" O.C. MAX; CONTRACTOR TO SELECT APPROPRIATE HANGERS BASED ON CABLE DIAMETER CONDUIT COUPLING STRAPPED TO UNISTRUT ANCHOR TO PAD CONDUIT / CABLE GRAINGER BEAM CLAMP 6 4 P1000 UNISTRUT -7~~~3lg0tc=~--I (12" LONG) (TYP) (P /N #3KF30 OR APPROVED EQUAL) (2) 7 /8"t/J HILTI KWIK BOLT Ill EXPANSION ANCHOR W/ 1-5/8" MIN. EMBED. EXISTING SLAB CONDUIT D CONDUIT GRAINGER CONDUIT HANGER (P /N #6XC40 OR APPROVED EQUAL) e zl-------------------------~--------,---l~-----------------------------------------r--+---::----------------------------------------,-7 24"x36" SCALE: NTS 24"x36" SCALE: NTS ICAL GROUNDING DIAGRAM 2 24"x36" SCALE: NTS TYPICAL CONDUIT SUPPORT 1 ~ · ·Mobile·® 10590 WEST OCEAN AIR DRIVE SUITE 300 SAN DIEGO, CA 92130 PLANS PREPARED BY: MORRISON HERSHFIELD 600 STEWART STREET, SUITIE 200 SEATTLE, WA98101 REY. Tel: 206268.7370 www.morrisonhershfield.com MH PROJECT NUMBER: 2035319 DATE ISSUED FOR A 10/15/20 '90% REVIEW --.. --·--------_____ ,, ___ ·-----·--· -- B _ 11 /20/20 95% REVIEW BY BA 0 02/09/21 100% CONSTRUCTION RR SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY LICENSURE: 02/10/2021 5:48PM SITE NAME: INNOVATIVE TIME T-MOBILE SITE I.D. SD06224A SITE ADDRESS: 5858 EDISON PL CARLSBAD, CA 92008 SHEET NAME: GROUNDING DETAILS SHEET NUMBER: G-1 ~ 11"x17" SCALE: NTS CADWELD 3 11"x17" SCALE: NTS TYP 11"x17" SCALE: NTS 1-L,;.;.,;;,;.;....;;,;;;.;,;;;.;.;,;,;;. _________________ ....;....;;. ...... ____ .1.._.L..;.;.;;;.;.;....;;;,;.;;;;;..;.;;.;;; _________________________________ .... _....I __________________________________________________________ _ -------