The URL can be used to link to this page

Home My WebLink AboutCD 2020-0020; T-MOBILE CARLSBAD INN; Consistency Determination■ ■ SITE NUMBER: SITE NAME: SITE TYPE: SD06298A (ANCHOR) CARLSBAD INN ROOFTOP SITE ADDRESS: 3001 CARLSBAD BLVD. CARLSBAD, CA 92008 LATITUDE & LONGITUDE (NAD83): 33.15699929' (N 33' 09' 25. 1958") -117.35110900" (W -117' 21' 03.9918") PROPERTY OWNER: CARLSBAD INN LTD 3001 CARLSBAD BLVD. CARLSBAD, CA 92008 CONTACT: LEONARD BARON PHONE: (61 9) 434-7542 APPLICANT: T -MOBILE WEST CORPORATION PROPERTY INFORMATION: OCCUPANCY CLASSIFICATION: TYPE OF CONSTRUCTION: ZONING: ASSESSORS PARCEL NUMBER: 10509 VISTA SORRENTO PKWY, SUITE 206 SAN DIEGO, CA 92121 B-2 V-NON RATED C-1-Q 203-252-04 PROJECT DESCRIPTION -RFDS 67D5A997DB OUTDOOR, VS: THIS PROJECT INCLUDES THE MODIFICATIONS TO AN EXISTING T-MOBILE WIRELESS FACILITY, INCLUDING: ANTENNA SOW: • REMOVE (6) EXISTING AIR21 PANEL ANTENNAS (2 PER SECTOR) • INSTALL (3) NEW AIR32 DB PANEL ANTENNAS (1 PER SECTOR) • INSTALL (3) NEW FFHH-65A-R3 PANEL ANTENNAS (1 PER SECTOR) • INSTALL (3) NEW AIR4449 PANEL ANTENNAS (1 PER SECTOR) • INSTALL (3) NEW RADIO 4449 B71 +B85 (1 PER SECTOR) • INSTALL (3) NEW RADIO 4415 B25 ( 1 PER SECTOR) EQUIPMENT SOW: • ADD 1 X BB6630 TO SUPPORT AIR6449 B41 LTE. • ADD 1 X BB6648 TO SUPPORT AIR6449 B41 NR .. • ADD 1 X BB6630 TO SUPPORT RADIO 4449 • ADD (1) 6X12 HCS 6AWG 40M • ADD (2) 6X 12 HCS 4AWG 60M • ADD (1) NEW CABINET ENCLOSURE 6160 • ADD (1) NEW BATTERY CABINET B160 • ADD (1) NEW VOLTAGE BOOSTERS PSU 4813 INSIDE (N) 6160 • ADD (1) NEW IXRE ROUTER • REMOVE EXISTING 1 OOA PANEL AND REPLACE WITH (N) 200A PPC. • INSTALL 150A BREAKER INSIDE NEW PPC PANEL FOR (E) CABINET • INSTALL 1 OOA BREAKER INSIDE NEW PPC PANEL FOR (N) 6160 CABINET • INSTALL EXTERIOR CONDUIT RUN WITH 2" CONDUIT FROM PPC PANEL TO NEW 61 60 EQUIPMENT CABINET • PULL NEW CONDUCTORS FROM (N) PPC PANEL TO EQUIPMENT CABINETS • TEST ALL ELECTRICAL AT CABINET AND CONFIRM CORRECT VOLTAGE. SAC/ZONING/PERMITTING: INFINIGY 26455 RANCHO PARKWAY SOUTH LAKE FOREST, CA 92630 CONTACT: NIC FAURE PHONE: (714) 566-4451 ARCHITECTURAL & ENGINEERING: INFINIGY ENGINEERING LLP 26455 RANCHO PKWY SOUTH LAKE FOREST, CA 92630 CONTACT: ROBERT KITSTEINER PHONE: (949) 753-8807 SHEET NUMBER: T-1 T-2 A-1 A-2 A-3 A-4 A-5 0-1 D-2 E-1 E-2 E-3 E-4 SHEET INDEX: DESCRIPTION: TITLE SHEET ABBREVIATIONS, SYMBOLS, GENERAL NOTES & SPECIFICATIONS SITE PLAN & EQUIPMENT LAYOUTS ANTENNA LAYOUTS & ANTENNA SCHEDULE ELEVATIONS ELEVATIONS ELEVATIONS ARCHITECTURAL DETAILS ARCHITECTURAL DETAILS SINGLE LINE DIAGRAM AND ELECTRICAL PLAN (E) AND (N) PANEL SCHEDULE GROUNDING PLAN AND NOTES ELECTRICAL DETAILS APPROVALS: THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZE THE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL CONSTRUCTION DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND ANY CHANGES AND MODIFICATIONS THEY MAY IMPOSE. PRINT NAME SIGNATURE DATE LANDLORD DEVELOP. MGR ____________________ _ CONST. MGR ZONING MGR RF ENGINEER OPERATIONS SAC REP. UTILITIES • CITY: COUNTY: ZONING: '"h· .r-.,¢, ..::'j:",;y, ~-, ~-'. ,c; ,,,_. ·~· ® CARLSBAD SAN DIEGO CITY OF CARLSBAD VICINITY ~"", f, .,,.,,, ,, ,-.• G-iA.'.:·%L:2:r, Lan MAP: . D "'o -~ \•.J .n -~ '-"-' -~ _,-,., '·'-' _.,. ~ V C-" ! '"'',' ''. ,;) y'! s~Jt~:J:'." T c,,,. ,r,;l '.,,;, i,-;;; ,:_, -.a', DRIVING DIRECTIONS: :;, DIRECTIONS FROM T-MOBILE SAN DIEGO OFFICE: 1. TURN LEFT ONTO VISTA SORRENTO PKWY. 2. TURN RIGHT ONTO NORTH 805 FWY. 3. CONTINUE ONTO NORTH 5 FWY. 4. TAKE EXIT 50 FOR CARLSBAD VILLAGE DR. CONSISTENCY DETERMINATION EXHIBIT 5. TURN LEFT ONTO CARLSBAD BLVD. ' 6. DESTINATION ON THE RIGHT FoRoRIGINALPRomcrNO.' 'R"r 97-o';I A N (\ . . CD NO. ,,(;_t) o2o ~''-'Do 7p 'l '. , )4,., 21.. :; D=I l?/4q(zb6I Don Neu, City Plann<t ' ' RECOMMENDEDBY:' c?aTGk3?:1' hdQ-foM-_ DATB: i~ii/'3S'/ioZo , , BUILDING CODE REFERNCE: APPLICABLE CODES • ALL WORK IS TO COMPLY WITH THE 2019 CALIFORNIA BUILDING CODE (CBC) • ANSI/TIA-222-H • 607 COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS • AISC -CONSTRUCTION MANUAL, 9TH EDITION OR LATER. • CEC (CALIFORNIA ELECTRICAL CODE) 2019 • CFC (CALIFORNIA FIRE CODE) 2019 -2018 IFC PLANS PREPARED BY:----------. INFINIGY8 ENGINEERING, LLP 26455 RANCHO PARKWAY SOUTH LAKE FOREST, CALIFORNIA 92630 TIME CODE: 4114-C0004-C CONSULTING GROUP:--------- NO. DATE: DESCRIPTION: BY: A 09/21/20 90% CD'S HL 0 10/16/20 100% CD'S HL 1 12/18/20 PLAN CHECK 1 CAM SITE INFORMATION: CARLSBAD INN SD06298A 3001 CARLSBAD BLVD. CARLSBAD, CA 92008 SEAL: --:::;~~~§~;::::-----7 fESS ~-Kl EXP: 3/31/21 Ll.J ~ m 0:: ,_.,,_, :::u SHEET TITLE:------------- TITLE SHEET SHEET NUMBER:------------. T-1 ABBREVIATIONS AB AC A/C AbJ A.F.F. ARCH APPROX A.G.L. A.M.S.L. BD BLDG BLKG BOT BSMT BTS C CEM CL CLG CLR COL CONC CONST CONT CORR co DIA DBL DEPT DEMO DIM DN DR DTL DWG ~ ELEC ELEV EQUIP EXP EXT FA FB FF FH FIN FLR FOS FS 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 ANCHOR BOLT ASPHALTIC CONCRETE AIR CONDITIONING ADJUSTABLE ABOVE FINISH FLOOR ARCHITECTURAL APPROXIMATELY ABOVE GRADE LEVEL ABOVE MEAN SEA LEVEL BOARD BUILDING BLOCKING BOTTOM BASEMENT BASE TRANSCEIVER STATION COURSE(S) CEMENT CHAIN LINK CEILING CLEAR COLUMN CONCRETE CONSTRUCTION CONTINUOUS CORRIDOR CONDUIT ONLY DIAMETER DOUBLE DEPARTMENT DEMOLITION DIMENSION DOWN DOOR DETAIL DRAWING EXISTING EACH ELECTRIC ELEVATION EQUIPMENT EXPANSION EXTERIOR FIRE ALARM FLAT BAR FINISH FLOOR FLAT HEAD FINISH(ED) FLOOR FACE OF STUDS FINISH SURFACE FOOT, FEET FOOTING FINISH WALL FINISH GRADE FUTURE GAUGE GALVANIZED GLASS GRADE GYPSUM GROUND FAULT CIRCUIT INTERRUPT 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~6 NO NTS OA 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 Tl TMA TOS TS TYP UNO VCT VERT V.I.F. VG ~6 WR WT XFMR @ [ ~ L Ii'. SYMBOLS: ..... / X -'\. SECTION NUMBER SHEET NUMBER ~ DETAIL NUMBER ~ SHEET NUMBER SECTION NUMBER I X }< SHEET NUMBER ~ DETAIL NUMBER ~ SHEET NUMBER I I 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 PARTITION PLATE PLASTER PLYWOOD POINT OF CONNECTION PROPERTY PRESSURE TREATED RISER REQUIRED ROOF DRAIN ROOM ROOMS ROUGH OPENING SOLID CORE SCHEDULE SECTION SHEET SIMILAR SPECIFICATIONS STAINLESS STEEL STEEL STORAGE STRUCTURAL SUSPENDED SWITCH SWITCHBOARD THICK TENANT IMPROVEMENT TOWER MOUNTED AMPLIFIER TOP OF SURFACE TUBE STEEL TYPICAL UNLESS 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 CD KEY NOTE REFERENCE -------PROPERTY LINE ( X ) DOOR NUMBER )( )( )( FENCING I X I AREA AND/OR ROOM NUMBER -E-E-E-E-ELECTRICAL SERVICE ffi MECHANICAL UNIT -T-T-T-T-TELCO SERVICE ABBREVIATIONS & SYMBOLS SCALE: N.T.S. 1 GENERAL 1. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS. 2. THE CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER OF ANY ERRORS, OMISSIONS, OR DISCREPANCIES AS THEY MAY BE DISCOVERED IN THE PLANS, SPECIFICATIONS, & NOTES PRIOR TO STARTING CONSTRUCTION. INCLUDING BUT NOT LIMITED BY DEMOLITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY ERRORS. OMISSION, OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION OF THE ARCHITECT /ENGINEER AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITUATION. THE METHOD OF CORRECTION SHALL BE APPROVED BY THE ARCHITECT /ENGINEER. 3. PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR HAS THE RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES, WHETHER OR NOT SHOWN ON THE PLANS, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR OR SUBCONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING ANY DAMAGE TO THE UTILITIES CAUSED DURING THE EXECUTION OF THE WORK. 4. A COPY OF THE APPROVED PLANS SHALL BE KEPT IN A PLACE SPECIFIED BY THE GOVERNING AGENCY, AND BY LAW SHALL BE AVAILABLE FOR INSPECTION AT ALL TIMES. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE ALL CONSTRUCTION SETS REFLECT THE SAME INFORMATION AS THE APPROVED PLANS. THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS AT THE SITE FOR THE PURPOSE OF DOCUMENTING ALL AS-BUILT CHANGES, REVISIONS, ADDENDUM'S, OR CHANGE ORDERS. THE CONTRACTOR SHALL FORWARD THE AS-BUILT DRAWINGS TO THE ARCHITECT/ENGINEER AT THE CONCLUSION OF THE PROJECT. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE FROM START OF PROJECT TO COMPLETION OF PROJECT. 6. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY POWER, WATER, AND TOILET FACILITIES. 7. ALL CONSTRUCTION THROUGH THE PROJECT SHALL CONFORM TO THE 2019 CBC AND ALL OTHER GOVERNING CODES. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS AND REGULATIONS DURING THE WORK. THE ENGINEER WILL NOT ADVISE ON NOR PROVIDE DIRECTION AS TO SAFETY PRECAUTIONS AND PROGRAMS. 9. THE CONTRACTOR SHALL SUPERVISE AND COORDINATE ALL WORK, USING HIS PROFESSIONAL KNOWLEDGE AND SKILLS. HE IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES AND SEQUENCING AND COORDINATING ALL PORTIONS OF THE WORK. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR ALL PERMITS, LICENSES AND INSPECTIONS WITH RESPECT TO THE WORK TO COMPLETE THE PROJECT. BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR HIS REPRESENTATIVE. CONTRACTOR SHALL OBTAIN THE PERMIT AND MAKE FINAL PAYMENT OF SAID DOCUMENT. 11. ALL DIMENSIONS TAKE PRECEDENCE OVER SCALE UNLESS OTHERWISE NOTED. 12. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS OR SUPPORTS FOR INSTALLATION OF ITEMS INDICATED ON THE DRAWINGS. 13. THE CONTRACTOR SHALL PROVIDE THE FIRE MARSHALL_ APPROVED MATERIALS TO FILL/SEAL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES. 14. NEW CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL BE MATCHED IN FORM, TEXTURE, MATERIAL AND PAINT COLOR EXCEPT AS NOTED IN THE PLANS. 15. WHERE SPECIFIED, MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AVAILABLE AS REQUIRED BY THE LOCAL GOVERNING AGENCY RESPONSIBLE FOR RECORDING THE RESULTS. 16. ALL GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY SHOWN OTHERWISE. 17. ALL DEBRIS AND REFUGE IS TO BE REMOVED FROM THE PROJECT DAILY. PREMISES SHALL BE LEFT IN A CLEAN BROOM FINISHED CONDITION AT ALL TIMES. 18. ALL SYMBOLS AND ABBREVIATIONS ARE CONSIDERED CONSTRUCTION INDUSTRY STANDARDS. IF A CONTRACTOR HAS A QUESTION REGARDING THEIR EXACT MEANING THE ARCHITECT/ENGINEER SHALL BE NOTIFIED FOR CLARIFICATIONS. 19. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE METHODS, TECHNIQUES AND SEQUENCES OF PROCEDURES TO PERFORM THE WORK. THE SUPERVISION OF THE WORK IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 20. CONTRACTORS SHALL VISIT THE SITE PRIOR TO BID TO ASCERTAIN CONDITIONS WHICH MAY ADVERSELY AFFECT THE WORK OR COST THEREOF. 21. THE CONTRACTOR SHALL FIELD VERlrY THE DIMENSION, ELEVATION, ETC. NECESSARY FOR THE PROPER CONSTRUCTION AND ALIGNMENT OF THE NEW PORTION OF THE WORK TO THE EXISTING WORK. THE CONTRACTOR SHALL MAKE ALL MEASUREMENTS NECESSARY FOR FABRICATION AND ERECTION OF STRUCTURAL MEMBERS. AND DISCREPANCY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT/ ENGINEER. 22. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAuTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. 23. ALL EXiSTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND SHALL BE CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE ENGINEER. 24. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE AND WRITTEN CONSENT OF THE ARCHITECT/ ENGINEER. UNAUTHORIZED CHANGES RENDER THESE DRAWINGS VOID. 25. ANY REFERENCE TO THE WORDS APPROVED, OR APPROVAL IN THESE DOCUMENTS SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE THE CONTRACTOR AND/OR HIS SUB-CONTRACTORS OF ANY LIABILITY IN FURNISHING THE REQUIRED MATERIALS OR LABOR SPECIFIED. 26. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE EXECUTION OF THIS WORK. 10. GENERAL CONTRACTOR SHALL NOTIFY THE ENGINEER AND ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS, PRIOR TO STARTING WORK. GENERAL NOTES & SPECIFICATIONS SITE PREPARATION NOTES: 1. THE PREPARATION OF THE SITE FOR CONSTRUCTION SHALL INCLUDE THE REMOVAL OF ALL BROKEN CONCRETE, TREE TRUNKS AND ANY OTHER DEBRIS THAT WOULD BE DAMAGING TO THE FOOTINGS OF THE NEW STRUCTURE. 2. BACK FILLING AT TRENCHES SHALL BE OF CLEAN, STERILE SOIL HAVING A SAND EQUIVALENT OF 30 OR GREATER. BACK FILLING SHALL BE DONE IN 8 INCH LAYERS, MOISTURE CONDITIONED AND PROPERLY COMPACTED. ADEQUATE DRAINAGE SHALL BE PROVIDED SUCH THAT NO PONDING OCCURS. 3. ALL FOUNDATION FOOTINGS SHALL EXTEND INTO AND BEAR AGAINST NATURAL UNDISTURBED SOIL OR APPROVED COMPACTED FILL. FOOTINGS SHALL EXTEND INTO SOIL DEPTH AS INDICATED IN PLANS. 4. SHOULD ANY LOOSE FILL, EXPANSIVE SOIL, GROUND WATER OR ANY OTHER UNEXPECTED CONDITIONS BE ENCOUNTERED DURING THE EXCAVATION FOR THE NEW FOUNDATION, THE ARCHITECT /ENGINEER SHALL BE NOTIFIED AND ALL FOUNDATION WORK SHALL CEASE IMMEDIATELY. 5. WITHIN AN AREA A MINIMUM OF 5 FEET BEYOND THE BUILDING LIMITS, EXCAVATE A MINIMUM OF 4" OF EXISTING SOIL. REMOVE ALL ORGANICS, PAVEMENT, ROOTS, DEBRIS AND OTHERWISE UNSUITABLE MATERIAL. 6. THE SURFACE OF THE EXPOSED SUBGRADE SHALL BE INSPECTED BY PROBING OR TESTING TO CHECK FOR POCKETS OF SOFT OR UNSUITABLE MATERIAL. EXCAVATE UNSUITABLE SOIL AS DIRECTED BY THE GEOTECHNICAL ENGINEER/TESTING AGENCY. 7. PROOFROLL THE SURFACE OF THE EXPOSED SUBGRADE WITH A LOADED TANDEM AXLE DUMP TRUCK. REMOVE ALL SOILS WHICH PUMP OR DO NOT COMPACT PROPERLY AS DIRECTED BY THE GEOTECHNICAL ENGINEER/TESTING AGENCY. 8. FILL ALL EXCAVATED AREAS WITH APPROVED CONTROLLED FILL. PLACE IN 8" LOOSE LIFTS AND THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-698. COMPACT TO A MINIMUM OF 90% RELATIVE COMPACTION 9. THE STRUCTURAL DRAWINGS HERE IN REPRESENT THE FINISHED STRUCTURE. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TO ERECT AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK AND CONNECTIONS HAVE BEEN COMPLETED. THE INVESTIGATION, DESIGN, SAFETY, ADEQUACY AND INSPECTION OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 10. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO NEW OR EXISTING SURFACES, STRUCTURES OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE SATISFACTION OF THE PROPERTY OWNER. THE CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING ANY DAMAGED AREAS. 11. WHEN REQUIRED STORAGE OF MATERIALS OCCURS, THEY SHALL BE EVENLY DISTRIBUTED OVER THE FLOOR OR ROOF SO AS NOT TO EXCEE[) THE DESIGNED LIVE LOADS FOR THE STRUCTURE. TEMPORARY SHORING OR BRACING SHALL BE PROVIDED WHERE THE STRUCTURE OR SOIL HAS NOT ATTAINED lHE DESIGN STRENGTH FOR THE CONDITIONS PRESENT. 12. BEFORE PROCEEDING WITH ANY WORK WITHIN THE EXISTING FACILITY, THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH EXISTING STRUCTURAL AND OTHER CONDITIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY BRACING. SHORING AND OTHER SAFEGUARDS TO MAINTAIN ALL PARTS OF THE EXISTING WORK IN A SAFE CONDITION DURING THE PROCESS OF DEMOLITION AND CONSTRUCTION AND TO PROTECT FROM DAMAGE THOSE PORTIONS OF THE EXISTING WORK WHICH ARE TO REMAIN. SUBMITTALS: SUBMITTALS: SUBMITTALS FOR SHOP DRAWINGS, MILL TESTS, PRODUCT DATA, ETC. FOR ITEMS DESIGNED BY THE ARCHITECT/ ENGINEER OF RECORD SHALL BE MADE TO THE ARCHITECT/ENGINEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REVIEW THE SUBMITTAL BEFORE FORWARDING TO THE ARCHITECT. SUBMITTALS SHALL BE MADE IN ADVANCED TO ARCHITECT-ENGINEER. SUBMITTALS REQUIRED FOR EACH SECTION OF THESE NOTES ARE SPECIFIED IN THAT SECTION. SHOP DRAWING REVIEW: REVIEW BY THE ARCHITECT/ENGINEER IS FOR GENERAL COMPLIANCE WITH THE DESIGN CONCEPT AND THE CONTRACT DOCUMENTS. MARKINGS OR COMMENTS SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM COMPLIANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, NOR DEPARTURES THRERFROM. THE CONTRACTOR REMAINS RESPONSIBLE FOR DETAiLS AND ACCURACY FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FOR SELECTiON FABRICATION PROCESSES. ACCESSIBILITY NOTE: THE TELECOMMUNICATIONS EQUIPMENT SPACE SHOWN HEREON THESE PLANS IS NOT CUSTOMARILY OCCUPIED. WORK TO BE PERFORMED IN THIS FACILITY CANNOT REASONABLY BE PERFORMED BY PERSONS WITH A SEVERE IMPAIRMENT: MOBILITY, SIGHT, AND/OR HEARING. THEREFORE, PER 2019 CALIFORNIA BUILDING CODE SECTION 1103B.1 EXCEPTION 1, THIS FACILITY SHALL BE EXEMPTED FROM ALL TITLE 24 ACCESS REQUIREMENTS. BID WALK NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONSTRUCTION CONDITIONS BEFORE SUBMITTAL OF FINAL BIDS, START OF CONSTRUCTION AND/OR FABRICATION. AFTER THOROUGHLY EXAMINING THE PLANS AND EXISTING SITE CONDITIONS NOTIFY THE ENGINEER IN WRITING OF ANY OMISIONS/DISCREPANCIES, OR ANY ITEMS NEEDING CLARIFICATION PRIOR TO SUBMITTING FINAL BIDS. 2. IF THE ENGINEER IS NOT NOTIFIED OF ANY OMiSIONS/DISCREPANCIES OR CLARIFICATIONS IN WRITING AS DESCRIBED IN #1 IT WILL BE CONFIRMED THAT THE CONTRACTOR HAS CONSIDERED ALL ITEMS THAT WILL AFFECT THE COST OF THE CONSTRUCTION OF THE S!TE UNDER THE MOST STRINGENT CONDITIONS. THE CONTRACTOR WILL NOT BE ENTITLED TO ANY ADDITIONAL COMPENSATION AFTER FINAL BIDS HAVE BEEN SUBMITTED AND AWARDED FROM CARRIER. BATTERY INFORMATION / NOTES: BATTERY MFG.: MODEL No.: ELECTROLYTE CONTENT PER BATTERY: NORTHSTAR NSB 1 OOFT RED 0.833 GALLONS ELECTROLYTE HAZARD CLASSIFICATION PER 2019 CBC SECTION 1206.2 (17% SULFURIC ACID): No. OF BATTERIES TO BE INSTALLED: CORROSIVE 12 TOTAL ELECTROLYTE CONTAINED ON SITE (0.833 x 12): 9.996 GALLONS MAX. BATTERY POWER OUTPUT AMPERAGE x VOLTAGE/ 1000 295 x 12/1000 = 3.54kWh x 12 = 42.48) TOTAL 42.48KWH ON SITE NOTE: ALL FIRE DEPT BAillRIES AND INSTALLATION SHALL COMPLY Wmi 2019 CFC SECTION 1206.2 QUANTITIES LESS THAN 50 GAL ARE EXEMPT FROM 2019 C.F.C. SECTION 1206.2 -TABLE 1206.2.9 A. AND SHALL NOT REQUIRE PERMIT. ANY CHANGES OR ADDITIONS TO BACK-UP BATTERIES MUST COMPLY B. WITH 2019 C.F.C SECTION 1206.2 POWER OUTPUT OF THE BATTERY SYSTEM LESS THAN 600kWh (2160 MEGAJOULES) C. ARE EXEMPT FROM 2019 CFC SECTION 1206.2 -TABLE 1206.2.9 AND SHALL NOT REQUIRE PERMIT TABLE 1206.2 BATTERY STORAGE SYSTEM THRESHOLD QUANTITIES. BATTERY TECHNOLOGY Flow batteries Lead acid, all types Lithium, all types Nickel cadmium (Ni-Cd) Sodium, all types Other battery technologies CAPACITY 20 kWh 70 kWh 20 kWh 70 kWh 20 kWh 10 kWh TABLE 1206.2.9 MAXIMUM ALLOWABLE BATTERY QUANTITIES BATTERY TECHNOLOGY OCCUPANCY Flow batteries Lead acid, all types Lithium, all types Nickel cadmium (Ni-Cd) Sodium, all types 600 kWh Other battery technologies MAXIMUM ALLOWABLE QUANTITIES GROUP H 600 kWh Unlimited 600 kWh Unlimited Group H-2 200 kWh Group H-2 Not Applicable Group H-2 Not Applicable Group H-2c SCALE: N.T.S. 2 1'/f l "'1 ~1v10011e~ -PLANS PREPARED BY: INFINIGY8 ENGINEERING, LLP 26455 RANCHO PARKWAY SOUTH LAKE FOREST, CALIFORNIA 92630 TIME CODE: 4114-C0004-C -CONSULTING GROUP:---------- NO.--DATE: DESCRIPTION: --BY: -- A 09/21/20 90% CD'S HL 0 10/1 6/20 100% CD'S HL 1 12/18/20 PLAN CHECK 1 CAM -SITE INFORMATION:---------- -SEAL: CARLSBAD INN SD06298A 3001 CARLSBAD BLVD. CARLSBAD, CA 92008 -SHEET TITLE:------------- ABBREVIA TIONS, SYMBOLS, GENERAL NOTES & SPECIFICATIONS -SHEET NUMBER:------------ T-2 ] ' SECTOR 'A' 320° \ \ \_ (E) PARKING AREA\ \_ (E) BUILDING\ \ \ \ \ \ ', \_ (E) BUILDING\ SITE PLAN \ \ \ EXISTING T-MOBILE f1Yu ALPHA SECTOR ~ \_ (E) BUILDING\ ---, 1 I SECTOR 'B' 60° \ / (E) TREE (1YP.) I I II ~ ~ I @5 "' ' Q_ l I i ; ! I I J I j ! I I I I ,! II I I JI 1! I I / i I I 'I i I i I i I I I I ii Ii ' ; i I I I I I I I I I...., ~-EXISTING T-MOBILE BETA SECTOR (1V2\ ~ !; I I . I I \ \ \ ---I I , ! I '¥--EXISTING T-MOBILE / GAMMA SECTOR h' / / /..::,¥-"- / f..,'<-~ <fc-,;JI. ~-(E) ELECTRICAL SWITCHBOARD AT GROUND LEVEL SECTOR 'c' 140°, NOTE: SITE PLAN IS PRELIMINARY AND DONE WITHOUT THE BENEFIT OF A SURVEY. I I N SCALE: 1 /16"= 1 '-o" ~ 0 8' 16' I I 1 (E) CABLE TRAY----~ 1 (E) DORMER ROOF -- (E) TELCO BOX ----.. (E) T-MOBILE 100AMP AC PANEL~ TO BE REMOVED AND REPLACED LJ 1 (E) 4' -0" PARAPET -----. (E) EQUIPMENT LAYOUT INSTALL (N) 1-1/2"~-- POWER CONDUIT FROM (N) B160 TO (N) 6160 INSTALL (N) 1-1/2"~ POWER-- CONDUIT FROM (E) POWER PANEL TO NEW 6160 CABINET 1 (E) DORMER ROOF -- (E) TELCO BOX --.__ (N) T-MOBILE 200AMP PPC PANEL-~ INSTALL (1) (N) 150A BREAKER FOR (E) CABINET AND (1) (N) 100A BREAKER FOR (N) 6160 @ @ (3) (N) T-MOBILE HCS HYBRID CABLES ( 1 PER SECTOR) (E) 4' -0" PARAPET-~ 1 (N) EQUIPMENT LAYOUT I I I I 8'-0" (E) T-MOBILE CABLE TRAY (E) T-MOBILE CABLE TRAY I I I j \_ (E) ROOFTOP\ (E) T-MOBILE RBS 6131 EQUIPMENT CABINET (E) T-MOBILE CIENA BOX (E) EQUIPMENT PLATFORM SCALE: 3/8"= 1 '-o" ~ 0 1' 2' 3' NOTE: 2 ALL AC POM'R CONDUIT ABOVE GROUND TO BE RIGID CONDUIT I I I j (E) T-MOBILE RBS 6131 EQUIPMENT CABINET INSTALL ( 1) (N) B86630 -------(E) T-MOBILE CIENA BOX ------INSTALL (N) 2"0 FIBER CONDUIT FROM (N) 6160 TO (E) RBS CABINET (E) EQUIPMENT PLATFORM OJ I 0 ~-(N) T-MOBILE B160 BAfilRY CABINET ~ ~-(N) T-MOBILE 6160 CABINET W/ (2) (N) BB6630, (1) (N) B86648, (1) IXRE ROUTER & (1) PSU 4813 SCALE: 3/8"= 1 '-o" ~ 0 1' 2' 3' 3 ' ~ ~ ~IVIobile m PLANS PREPARED BY:---------. INFINIGY8 ENGINEERING, LLP 26455 RANCHO PARKWAY SOUTH LAKE FOREST, CALIFORNIA 92630 TIME CODE: 4114-C0004-C CONSULTING GROUP:--------.... NO .--DATE: DESCRIPTION: BY: A 09/21/20 90% CD'S HL 0 10/16/20 100% CD'S HL 1 12/18/20 PLAN CHECK 1 CAM SITE INFORMATION:-----------, CARLSBAD INN SD06298A 3001 CARLSBAD BLVD. CARLSBAD, CA 92008 SEAL:----:~~~~§;;:::-----7 FESS p... Kl EXP: 3131121 ('.) ~ cr~v86"Z11i ::0 ~ //'?z11812020 A ~,, c,v F CA SHEET TITLE:------------, SITE PLAN & EQUIPMENT LAYOUTS SHEET NUMBER:----------... A-1 ANTENNA SECTOR ANT. TECH. MODEL SIZE A1 U1900 AIR21 B2A/B4P 55" ~ G1900 0:: A2 L2100 AIR21 B2P/B4A 55" 0 f--u w (/) A3 --- B1 U1900 AIR21 B2A/B4P 56" G1900 a:i : 0:: B2 L2100 AIR21 B2P/B4A 56" ~ u w (/) B3 --- C1 U1900 AIR21 B2A/B4P 56" u G1900 Ct'. C2 L2100 AIR21 B2P/B4A 55" 0 f--u w (/) C3 --- ANTENNA SCHEDULE ' SECTOR 'A' 320° EXISTING ANTENNA LAYOUT EXISTING ANTENNA SCHEDULE ANTENNA WEIGHT AZIMUTH I B<; 96 320" 96 320' -- 96 60' 96 60' -- 96 140' 96 140' -- ANTENNA RAD CENTER 45' -0" 45' -0" - 45' -0" 45' -0" - 45' -0" 45'-o" - TMA / RRU - - - - - - - - - SECTOR 'C' 140°, ANTENNA CABLE TYPE CABLE LENGTH SECTOR (2) 7 /8" COM (2) FIBER JUMPER : .-< ( 1) FIBER JUMPER 164' Ct'. 0 f--u w (/) - (2) 7 /8" COAX (2) FIBER JUMPER (/) u : a:i I ( 1) FIBER JUMPER <D 175' X n Ct'. 0 f--u ~ w n (/) ~ - (2) 7 /8" COAX (2) FIBER JUMPER : .u ( 1) FIBER JUMPER 11 o· Cl::'. ~ u w (/) - _,,---(E) T-MOBILE AIR21 PANEL ANTENNA TO BE REMOVED (2 PER SECTOR, TOTAL 6) , SECTOR 'B' 60° ,,..---(E) T-MOBILE AIR21 PANEL ANTENNA TO BE REMOVED (2 PER SECTOR, TOTAL 6) N ANT. TECH. MODEL SIZE A1 L2100 AIR32 866/B2A L1900/G1900 KRD901146/1 56.6" L70~L600/ A2 COMMSCOPE 48.2" 600 u 900-/u 1900 FFHH-65A-R3 L2500 A3 N2500 AIR6649 841 33.1" L2100 AIR32 866/B2A B1 L1900/G1900 KRD901146/1 56.6" L70~L600/ COMMSCOPE B2 600 48.2" FFHH-65A-R3 L 1900/U 1900 L2500 B3 N2500 AIR6649 841 33.1" L2100 AIR32 866/B2A C1 56.6" L1900/G1900 KRD901146/1 C2 L70~L600/ COMMSCOPE 48.2" 600 L 1900./U1900 FFHH-65A-R3 L2500 C3 AIR6649 841 33.1" N2500 NOTE: • THESE DRAWINGS ARE NOT INTENDED TO BE A VER/FICA T/ON THAT THE ANTENNA AND RA0/0 MOUNTS ARE ADEQUATE TO SUPPORT THE PROPOSED LOADING. VER/FICA T/ON THAT THE EXISTING BU/WING AND MOUNTS CAN SUPPORT THE PROPOSED LOADING SHALL BE PERFORMm BY A REGISTERm PROFESSIONAL ENGINEER PRIOR TO CONSTRUCT/ON. • CONTRACTOR TO REFER TO THE STRUCTURAL ANALYSIS AND MOUNT ASSESSMENT AND VERIFY LOADING WITH THE MOST RECENT RFDS PRIOR TO CONSTRUCT/ON. ' SECTOR 'A' 320° PROPOSED ANTENNA SCHEDULE ANTENNA ANTENNA WEIGHl AZIMUTH RAD TMA / RRU I R<; CENTER 99 320" 45'-o" - (1) RADIO 4449 871+812 128 320" 45' -0" (1) RADIO 4415 825 104 320" 45' -0" - 99 60" 45' -0" - (1) RADIO 4449 871+812 128 60" 45' -0" (1) RADIO 4415 825 104 60" 45' -0" - 99 140" 45' -0" - (1) RADIO 4449 871+812 128 140" 45' -o" (1) RADIO 4415 825 104 140' 45' -0" - . NOTE: i GENERAL CONTRACTOR TO PAINT ANTENNAS i TO MATCH EXISTING BU/WING L_ (N) T-MOBILE RADIO 4415 825 ---- ( 1 PER SECTOR, TOTAL 3) ~ (N) T-MOBILE 4449 RADIO (1 PER SECTOR, TOTAL 3) ~ ~ CABLE TYPE CABLE LENGTH (4) FIBER JUMPER ::::. 0 co (4) FIBER JUMPER Cl) (8) SUREFILEX u :I: ( 4) FIBER JUMPER ~ ~ N (4) FIBER JUMPER ~ X (/) co u :,:..-.. (4) FIBER JUMPER N <D ---X (8) SUREFLEX . n ::::. 0 n..i- ( 4) FIBER JUMPER ~ (!) ~ co (4) FIBER JUMPER Cl) u :I: (4) FIBER JUMPER N ~ (8) SUREFLEX X co ......... ~ ( 4) FIBER JUMPER --- , SECTOR 'B' 60° 164' 175' 11 o· 3 ~-(N) T-MOBILE AIR32 DB PANEL ANTENNA (1 PER SECTOR, TOTAL 3) ~ ,,,.--(N) T-MOBILE FFHH-65A-R3 PANEL ANTENNA (1 PER SECTOR, TOTAL 3) ~ (N) T-MOBILE AIR6449 PANEL ANTENNA ( 1 PER SECTOR, TOTAL 3) ~ ~ N SECTOR 'c' 140°, SCALE: ~ 3/8"=1 · -o" o 1' 2' 3' 1 PROPOSED ANTENNA LAYOUT SCALE: ~ 3/8"=1'-o" o 1· 2· 3' 2 PLANS PREPARED BY:-------- INFINIGY8 ENGINEERING, LLP 26455 RANCHO PARKWAY SOUTH LAKE FOREST, CALIFORNIA 92630 TIME CODE: 4114-C0004-C CONSULTING GROUP: NO.--DATE: DESCRIPTION: BY: A 09/21/20 90% CD'S HL 0 10/16/20 100% CD'S HL 1 12/18/20 PLAN CHECK 1 CAM SITE INFORMATION:---------. CARLSBAD INN SD06298A 3001 CARLSBAD BLVD. CARLSBAD, CA 92008 SEAL:---=~~~~;:::----1 OrESS p... Kl EXP: 3/31121 c50 it\ro ~ ~-~867,1~ ~ ~ £ ~18/2020 ~{/ SHEET TITLE:----------- ANTENNA LAYOUTS & ANTENNA SCHEDULE SHEET NUMBER:---------... A-2 ~ z w 'z <( __, w ~ w __, 1i5 0 :::, I >-- ~ w ~ d >-' • .,. I !;;: FlNISHED GRADE EXISTING NORTH ELEVATION <( z z w >--z <( __, w z ~ w __, 1i5 0 :::, I >-- ~ z ~ d >-' • .,. I !;;: FlNISHED GRADE PROPOSED NORTH ELEVATION "' w >--z w (.) ~ <( z z w >--::i' __, w z ~ w __, ffi 0 :::, I >-- w ~ . 0 I "' .,. "' w 'z w (.) ~ <( z z w >--z <( __, w z ..: '1. w __, 1i5 0 :::, >-'- ~ 3 • 0 I ~ (N) T-MOBILE RADIO 4415 B25 MOUNTED BEHIND CHIMNEY, PAINTED TO MATCH EXISTING (1 PER SECTOR, TOTAL 3) (N) T-MOBILE AIR6449 PANEL ANTENNA (1 PER SECTOR, TOTAL 3) ~-(E) T-MOBILE AIR21 PANEL ANTENNA TO BE REMOVED (2 PER SECTOR, TOTAL 6) --EXISTING CHIMNEY (N) T-MOBILE RADIO 4449 MOUNTED BEHIND CHIMINEY, PAINTED TO MATCH EXISTING (1 PER SECTOR, TOTAL 3) --(N) T-MOBILE FfHH-65A-R3 PANEL ANTENNA (1 PER SECTOR, TOTAL 3) (N) T-MOBILE AIR32 DB PANEL ANTENNA (1 PER SECTOR, TOTAL 3) --EXISTING CHIMNEY _,,--EXISTING HOTEL ,,--EXISTING HOTEL SCALE: 1/8"=1 '-o" NOTE: 1. ALL (N) ANTENNAS AND EQUIPMENT MOUNTED TO THE (E) BUILDING SHALL BE PAINTED TO MATCH (E). SCALE: 1 /8"=1 '-o" 1 2 PLANS PREPARED BY: INFINIGY8 ENGINEERING, LLP 26455 RANCHO PARKWAY SOUTH LAKE FOREST, CALIFORNIA 92630 TIME CODE: 4114-CDD04-C CONSUL TING GROUP: NO. A 0 1 DATE: 09/21/20 10/16/20 12/18/20 DESCRIPTION:--BY: -- 90% CD'S HL 100% CD'S HL PLAN CHECK 1 CAM SITE INFORMATION:---------- CARLSBAD INN SD06298A 3001 CARLSBAD BLVD. CARLSBAD, CA 92008 SEAL: --:::;;;::::~~~~;::=------7 rESS f:-.. K / EXP: 3/31/21 c.9 ~ rn ~ o:: _...,,!..J 8 6 "Z ;o ~ /2020 SHEET TITLE:------------ ELEVATIONS SHEET NUMBER:----------- A-3 <( z z w I-z <( _, w z <( "- ~ ffi 0 :::, I I- g ~ ci ,_; • "' I r--... "' w I-z w '-' 0 c?. <( z z w I-z <( _, w z it w _, ffi 0 :::, I I- g • 0 I ~ FINISHED GRADE ---{E) T-MOBILE PANEL ANTENNAS 11 : . ' 1\---:C71 I~ I j"T : ,L,,J,,L.L EXISTING EAST ELEVATION "' w I-z w ~ '-' z 0 w c?. I-z < < _, z z w w ~ I-z <( w _, _, w ffi z 0 <( :::, "- I w I-_, ~ ffi z 0 ~ :::, ci ,!. ,_; ~ • z ... ~ I .., ;.._ ... g ~ • 0 I "' ... FINISHED GRADE ---(N) T-MOBILE PANEL ANTENNAS __ JU_ __ ' I' 11 J:_ , __ J __ ill I 11 'I ii 'I I 'I'' (. T.'TH 'I I' I J_~T~, I I (N) T-MOBILE RADIO 4449 ( 1 PER SECTOR, TOTAL 3) (N) T-MOBILE RADIO 4415 825 (1 PER SECTOR, TOTAL 3) PROPOSED EAST ELEVATION (N) T-MOBILE RADIO 4415 825 MOUNTED BEHIND CHIMNEY, PAINTED TO MATCH EXISTNG (1 PER SECTOR, TOTAL 3) (N) T-MOBILE AIR6449 PANEL ANTENNA (1 PER SECTOR, TOTAL 3) --(E) T-MOBILE AIR21 PANEL ANTENNA TO BE REMOVED (2 PER SECTOR, TOTAL 6) --EXISTNG CHIMNEY --(E) DORMER ROOF 1YP. --(E) T-MOBILE EQUIPMENT CABINET (BEYOND) 1 1111:1 1111 1 1· 1:1· ,ll'1H·l 11I I :.1 11: ! I ,! I ' I : I ·II: ·I , 1'' I I' , , ' --{N) T-MOBILE 4449 RADIO MOUNTED BEHIND CHIMINEY, PAINTED TO MATCH EXISTNG (1 PER SECTOR, TOTAL 3) Ii ;:111 : : i, I• ; ! !i --(N) T-MOBILE FFHH-65A-R3 PANEL ANTENNA (1 PER SECTOR, TOTAL 3) --(N) T-MOBILE AIR32 DB PANEL ANTENNA (1 PER SECTOR, TOTAL 3) --EXISTNG CHIMNEY --(E) DORMER ROOF 1YP. 'f'i I ! I· I, ii i' 1! " ' ii , --(N) T-MOBILE EQUIPMENT CABINETS (BEYOND) ,,---(E) T-MOBILE EQUIPMENT CABINET (BEYOND) '' I 'I' , I ::f:v-~, _:!± I 17r7,----,-------, -1 . ,. ·I ----:[_ . ' 11· . i. I . --. ' ,, ' ,,_ 'b I -:., 1 .Li ', : E ~ lwi 1 l g . ' . . (E) T-MOBILE PANEL ANTENNAS-~ SCALE: 3/32"= 1 '-0" ~ 0 4' 8' 12' 1 NOTE: 1. ALL (N) ANTENNAS AND EQUIPMENT MOUNTED TO THE (E) BUILDING SHALL BE PAINTED TO MATCH (E). (N) T-MOBILE PANEL ANTENNAS---~ (N) T-MOBILE RADIO 4449 -~ (1 PER SECTOR, TOTAL 3) (N) T-MOBILE RADIO 4415 B25 ( 1 PER SECTOR, TOTAL 3) I 'L." 'I o I I I _J --J._JL_,, I~ -,-=t::I:JIT I 'II I I SCALE: 3/32"= 1 · -o" II ~ 0 4' 8' 12' 2 PLANS PREPARED BY:----------, INFINIGY8 ENGINEERING, LLP 26455 RANCHO PARKWAY SOUTH LAKE FOREST, CALIFORNIA 92630 TIME CODE: 4114-C0004-C CONSULTING GROUP: NO. A 0 1 DATE: 09/21/20 10/16/20 DESCRIPTION: 90% CD'S 100% CD'S 12/18/20 PLAN CHECK 1 BY:---, HL HL CAM SITE INFORMATION: ----------, SEAL: CARLSBAD INN SD06298A 3001 CARLSBAD BLVD. CARLSBAD, CA 92008 fESS p... Kl EXP: fr\ ~ rc--.1-J86"Z 1_?? ?J ~ ,1 1211s12020 \. CJV\\.. CA SHEET TITLE: ELEVATIONS SHEET NUMBER:-------------, A-4 "' <C w f-z z z w w u f-~ c::, -' ~ w <C ~ z z w w f- -' z iii < 0 -' "' w I z f-<C CJ.. 'G? w ~ -' d iii 0 ,-: "' • I ..,_ f- I 'G? l;: ~ b I '° ..,_ EXISTING SOUTH ELEVATION "' w f-z w <C u z z ~ w f-z <C <( -' z z w w ~ f-z <( ':':l -' w m z 0 < "' CJ.. ..!. w -' ~ iii z 0 ~ "' I 0 f-,-: ~ • z ..,_ ~ I ,:0 l--..,_ 'G? ~ • 0 I '° ..,_ PROPOSED SOUTH ELEVATION FINISHED GRADE FINISHED GRADE (N) T-MOBILE RADIO 4415 825 MOUNTED BEHIND CHIMNEY, PAINTED TO MATCH EXISTING (1 PER SECTOR, TOTAL 3) (N) T-MOBILE AIR6449 PANEL ANTIENNA (1 PER SECTOR, TOTAL 3) ---(E) T-MOBILE AIR21 PANEL ANTENNA TO BE REMOVED (2 PER SECTOR, TOTAL 6) --EXISTING CHIMNEY --(N) T-MOBILE RADIO 4449 MOUNTED BEHIND CHIMINEY, PAINTED TO MATCH EXISTING ( 1 PER SECTOR, TOTAL 3) --(N) T-MOBILE FFHH-65A-R3 PANEL ANTENNA (1 PER SECTOR, TOTAL 3) --(N) T-MOBILE A1R32 OB PANEL ANTENNA (1 PER SECTOR, TOTAL 3) --EXISTING HOTEL SCALE: 1/8"=1 '-o" ~ 0 4' 8' NOTE: 1. ALL (N) ANTENNAS AND EQUIPMENT MOUNTED TO THE (E) BUILDING SHALL BE PAINTED TO MATCH (E). SCALE: 1 /8"=1 '-0" ~ 0 4' 8' 1 2 II! PLANS PREPARED BY: INFINIGY8 ENGINEERING, LLP 26455 RANCHO PARKWAY SOUTH LAKE FOREST, CALIFORNIA 92630 TIME CODE: 4114-C0004-C CONSUL TING GROUP: NO. DATE::---,-DESCRIPTION:--BY: -- A 09 /21 /20 90% CD'S HL 0 10/16/20 100% CD'S HL 1 12/18/20 PLAN CHECK 1 CAM SITE INFORMATION: SEAL: CARLSBAD INN SD06298A 3001 CARLSBAD BLVD. CARLSBAD, CA 92008 rESS p,._. KI EXP: 3/31 /21 /.JJ ~ m 0::: ~8691 Al 12/18/2020 SHEET TITLE:-------------, ELEVATIONS SHEET NUMBER:----------- A-5 MANUFACTURE: ERICSSON MODEL NO.: RRUS 4449 812 DIMENSIONS: 15" TOTAL WEIGHT: A B 13.2" 70 LBS (31.7 kg) C 9.3" RADIO --------i BOTTOM VIEW C B <( 10 ,11111111111111111111111, iiiiiii!iiiililii!i!!!!!i !1 111111111111111111111 1! !!!!!!!!!!!!!!!!!!!!! i!!i!!!!!!!!i!ii!i!i!!!!j: !!!!!!!!!!!!!!!!!!!!!!! I --'---L __ J-----~IT I T SIDE VIEW FRONT VIEW (N) RADIO 4449 B71, BBS SPECS SCALE: N.T.S. MOUNTING BRACKET PROVIDED BY MANUFACTURER (N) RADIO PER PLAN ~ I I I I :eo '@@ ill ill ill ill eo =O I I I I ATTACH (N) UNISTRUT TO WALL WALL ATTACHMENT: • WOOD USE: 1 /2' LAG SCREWS WITH 3" EMBED @ 16" 0/C. INTO (E) STUDS OR NEW BLOCKING • METAL STUD USE: 3/8"¢ A307 LAG BOLTS INTO 3x BLOCKING (CONTRACTOR TO FIELD VERIFY LOCATION OF (E) STUDS PRIOR TO INSTALLATION) (E) WALL u <( 7 ~ NEW 3"¢ ANTENNA PIPE MOUNT NEW RADIO PER PLAN MOUNTING BRACKET PROVIDED BY MANUFACTURER NEW RADIO PER PLAN o= oe I ill ill ill ill @@ oe: BOTTOM VIEW MOUNTING BRACKET PROVIDED BY MANUFACTURER RADIO MOUNT DETAIL (N) NEOPRENE GASKET -- @ EA. PENETRATION --VALMONT SP250 @ TOP/BOT. (OR APPROVED EQUAL) 1/2"¢ x 5" LAG SCREWS-- (TWO TOTAL @ 1 o" o.c.) (N) 3'¢ SCH40 GALV PIPE --1/2"¢ x 5" LAG SCREWS (TWO TOTAL @ 1 O" O.C.) SEAL W / NEOPRENE GASKET @ EA. PENETRATION SEE DETAIL A (E) BRICK _ _,.,,- VALMONT SP250 @ TOP /BOT. ---' (OR APPROVED EQUAL) VALMONT SP250 WALL MOUNT ~ NEW 3"¢ ANTENNA PIPE MOUNT SIDE VIEW SCALE: N.T.S. ' ' , DETAIL A SCALE: N.T.S. 8 (N) 3"¢ SCH40 GALV PIPE 9 ERICSSON RADI0-4415 825 DIMENSIONS, WxDxH: 13.2"x5.4"x14.9" POWER CONSUMPTION: 660 WATTS TOTAL WEIGHT: 46.3 lbs TEMPE:RATURE: -40' TO 55° C TOP VIEW :r: ~ ~ FRONT VIEW BOTTOM VIEW RADIO 4415 B25 SPECIFICATIONS 0 (E) WOOD STUD WALL -~ (E) BRICK _ _,.,,- (N) WALL ATTACHMENT _ _,.,- EB (E) STONE _ _,.,,- SIDE VIEW 0 SCALE: N.T.S. (E) OR (N) 3"¢ SCH40 GALV PIPE (N) PANEL ANITNNA ANTENNA MOUNT BRACKET DETAIL SCALE: N.T.S. ERICSSON SXA 109 2065/1 & SXA 109 2065/1 LENGTH WIDTH HEIGHT WEIGHT SXK 109 2064/1: (7,9 IN) (7,9 IN) (3,9 IN) (9LB) SXK 109 2065/1: (15,7IN) (11,8 IN) (6,7 IN) (12LB) AIR6449 MOUNT BRACKET DETAIL SXK 109 2065/1 SXK 109 2064/1 SCALE: N.T.S. MANUFACTURER: ERICSSON C MODEL NO.: MR 32 KRD901146-1 B66 82 (OCTO) DIMENSIONS: W8GHT IITTHOUT llllll 1111 SNlE A 59.25" INSfAUATION K[: /Ill Cl.Ill' 1111 llllllf llillill!Di KIT: . 8 12.87" 99 LBS 131 LBS C 8.67" UL B TOP VIEW I ' FRONT VIEW BACK VIEW SIDE VIEW 4 (N) AIR32 ANTENNA SPEC SCALE: N.TS. 1 COMMSCOPE ANTENNA MODEL WEIGHT (lb) (N) 3"¢ PIPE --~ -~ I. 9.2· • 1 "---~:m I I FRONT VIEW SIDE VIEW ' I 25 2· ' I r::::J C] •• . " -_f? C] • , ... ,.. BACK VIEW (4') FFHH-65A-R3 72.8 WEIGHT W/ MOUNTING BRACKET (lb): 109.1 25.2" TOP VIEW 25 2· r " c,J ♦ ♦ ♦ ♦ CD ♦♦CJ CJ CJ • • " -.. [ BOTTOM VIEW 5 (N) FFHH 4' ANTENNA DETAILS SCALE: N.T.S. MANUFACTURE: ERICSSON MODEL NO.: AIR6449 841 DIMENSIONS: 33.1" TOTAL WEIGHT: A B 20.6" 8.6" 104 LBS C B B <( u I I .. .. [ TOP VIEW FRONT VIEW SIDE VIEW 6 (N) AIR6449 B41 ANTENNA SPEC SCALE: N.T.S. ----------· -- 2 3 PLANS PREPARED BY: INFINIGY8 ENGINEERING, LLP 26455 RANCHO PARKWAY SOUTH LAKE FOREST, CALIFORNIA 92630 TIME CODE: 4114-C0004-C CONSULTING GROUP:---------. NO. A DATE: 09/21/20 DESCRIPTION: 90% CD'S BY:-- HL 0 10/16/20 100% CD'S HL 1 12/18/20 PLAN CHECK 1 CAM SITE INFORMATION:--------... CARLSBAD INN SD06298A 3001 CARLSBAD BLVD. CARLSBAD, CA 92008 SEAL: ----::::;;;~~~~;::-----7 OrESS p,... Kl EXP: 3/31/21 & ~ ?J m 0:: ---~ :::0 Fe SHEET TITLE:-----------. ARCHITECTURAL DETAILS SHEET NUMBER:---------- D-1 PSU 4813 VOLTAGE BOOSTER DIMENSIONS, WxDxH: OPERATING TEMPERATURE: INPUT VOLTAGE: INPUT CURRENT, MAX: FUSE RATING: 1 9" (19"x14.3"x1.7") -40 TO +60'C -38 TO -58.5 VOLTS 200A 30A, 40A OR 50A (N) PSU 4813 VOLTAGE BOOSTER (12) FIBER JUMPERS TO ANTENNAS OR RRUS NOTE: 0 0 0 NUMBER OF LINES SHOWN FOR REFERENCE ONLY. ACTUAL # OF DC AND FIBER LINES SPECIFIC TO MODEL OF HCS CABLES (6) DC POWER CABLES TO ANTENNAS OR RRUS (N) 6X12 HCS CABLE DETAIL GENERATOR RECEPTACLE MAIN DISCONNECTS ----+1--1----__..,- (UTILITY /GENERATOR) WITH MECHANICAL INTERLOCK REMOVABLE HINGED _...-- DEAD FRONT lRANSIENT VOLTAGE SURGE SUPPRESSION NEXTEND JUICEBOX SERIES MODEL: CAC SIZE: 39"H x 20"W x 1 O"D UL LISTED: UL891 12 POSITION LOAD CENTER OPERATING VOLTAGE: 120/240 VAC, SINGLE PHASE, 3 WIRE AND GROUND SERVICE: 200 AMP. UTILITY/STANDBY DISCONNECT: SLIDE BAR MECHANICAL INTERLOCK AIC RATING: 10KAIC, 22KAIC, 65KAIC SCALE: N.T.S. L6x12 HCS CABLE FIBER SPLICE CONNECTOR L_ __ MOUNT NEW CONNECTOR TO (E) ANTENNA BRACKETS OR PIPE MOUNTS WITH GALV. HEAVY DUTY HOSE CLAMP SCALE: N.T.S. 7 8 LOAD CENTER: 200 AMP, 24 POSITION, 1-30 AMP DOUBLE POLE (AC TVSS), 1-15 AMP SINGLE POLE (GFI RECEPTACLES) BONDING JUMPER: OPTIONAL N-G BONDING JUMPER STANDBY POWER RECEPTACLE: APPLETON AR20044RS STANDARD (100A OR 200A), 10KAIC (N) PPC (PANEL 'A') DETAIL SCALE: N.T.S. 9 6630 BASEBAND DIMENSIONS, WxDxH: (19"x1 3. 78"x1. 75") 180 W MAX POWER CONSLJMPTION: clREAKER SIZE: TOTA~ WEIGHT: MIN 10 A, MAX 30 A ± 14.33 lbs 19" (N) 6630 BASEBAND NOKIA 7250 IXRE ROUTER DIMENSIONS, WxDxH: 482.6x350x44.45mm (17.25"x1 O"x1 .75") SERVICE INTERFACES:.- 600Gb/s 240 Gb/s 2 x QSFP28/QSFP+ 1000/ 40GE 14 x SFP+/SFP 10/1GE 8_ x SFP25/SFP+/SFP 25/10/lGE 4 x RJ-45 100/1000 Mb/s 24 x SFP+ /SFP 10/1 GE 17.25" ~----------i ~----1FAN MODULE ---MOVABLE BRACKETS TOP VIEW 7250 ROUTER DETAIL 6648 BASEBAND DiMENSIONS, WxDxH: MAX POWER CONSUMPTION: BREAKER SIZE: TOTAL WEIGHT: 19" - 6648 BASEBAND (19"x1 3.78"x1. 75") 180 W MIN 10 A, MAX 30 A ± 14.33 lbs - SCALE: N.T.S. 4 SCALE: N.T.S. 5 SCALE: N.T.S. 6 25.6" 33.5" u I, ' ' TOP VIEW FRONT VIEW SIQE VIEW BASE FRAME ATTACHED TO FLOOR / SLAB ERICSSON MODEL NO.: 6160 RACK SPACE: DIMENSIONS, HxWxD: CABINET WEIGHT, EMPlY: MAXIMUM WEIGHT: 6160 CABINET DETAIL TOP VIEW ERICSSON MODEL NO.: 8160 RACK SPACE: DIMENSIONS, HxWxD: CABINET WEIGHT, EMPlY: MAXIMUM WEIGHT: B160 CABINET DETAIL 19U 63"x25.6"x25.6" (Ji/ 6" PLINTH) 410 LBS 770± LBS 26" - - FRONT VIEW 19U II : 63"x26"x26" (W/ 6" PLINTH) 485 LBS 2100± LBS 26" h SIDE VIEW - SCALE: N.T.S. I L '- I ~BASE FRAME ATTACHED TO FLOOR / SLAB SCALE: N.T.S. --rr-____ ,i\ ----··-~ --NEW EQUIPMENT CABINET PER PLAN ( 4) 5/8" LAG SCREW (2-1/2" EMBED) ~-(N)/(E) WOOD BLOCKING EQUIPMENT CABINET MOUNTING DETAIL SCALE: N.T.S. 1 2 3 PLANS PREPARED BY:--------- INFINIGY8 ENGINEERING, LLP 26455 RANCHO PARKWAY SOUTH LAKE FOREST, CALIFORNIA 92630 TIME CODE: 4114-C0004-C CONSULTING GROUP:--------- NO. DATE: DESCRIPTION: BY: A 09/21/20 90% CD'S HL 0 10/16/20 100% CD'S HL 1 12/18/20 PLAN CHECK 1 CAM SITE INFORMATION:---------- CARLSBAD INN SD06298A 3001 CARLSBAD BLVD. CARLSBAD, CA 92008 SEAL: --~~~~§:;;;;::-----7 FESS p._. Kl EXP: 3/31/21 c, rn ~ !l::'.-~867: ::o ~ 18/2020 SHEET TITLE:-------------. ARCHITECTURAL DETAILS SHEET NUMBER:----------- D-2 FROM (E) POWER SOURCE --------(E) CONDUIT/CONDUCTORS TO BE UPGRADED TO 200A BY SERVICE UTILITY CO. M (N) METER/MAIN, 120/240V 10, 200A, 42KAIC TO REPLACE (E) METER BY UTILITY CO. '\2-P/ flOOA (N) AWG2 ------j TO (E) GROUND ROD '----+-------' (N) POWER PANEL 'A' TO REPLACE (E) 100A PANEL 120/240V, 10, 3W, 200A, 65KAIC NOTES: 1. (E) POWER SERVICE TO BE UPGRADED TO 200A. 2P/ ) 3OA SURGE ARRESTOR 2P/ )100A (N) 1-1/4"C (MIN.) --cD 2#3 + 1#8 GND. 2P/ )150A (N) 1-1/2"C (MIN.)--t---<D 2#1/0 + 1#6 GND. 6160 6131 (N) EQUIP. UPGRADED CABINET EQUIP. CABINET 2. (E) MffiR, POWER PANEL 'A', GENERATOR RECEPTACLE TO BE REPLACED FOR 2DOA SERVICE. 3. (E) CONDUIT/CONDUCTORS COULD BE RE-USED IF IN GOOD CONDITION AND MEET THE MINIMUM SIZE AS SHOWN. 4. (E) POWER P.O.C TO BE VERIFIED @ FIELD. SINGLE LINE DIAGRAM NORMAL SOURCE 2P/2OOA _...,.--(E) 2"0C (NOTE) 3#3/0+ 1 #4 GND. • (N) 200A GENERATOR RECEPTACLE, NEMA 3R ~~------1• • LOCATED @ GRADE (LOCATION TO BE • DffiRMINED @ FIELD) -+-MECHANICAL INTERLOCK l----''-----1 ALT. SOURCE 2P/2OOA 1P/ ) 15A 1P/ )2OA CT:>------CT>----(N) 3/ 4 "C (NOTE) 2#12+1#12 GND. (E) L.S. (E) G.F.I. (E) LIGHT ------------------------------- 2 INSTALL (N) 1-1/2"0 POWER-~ CONDUIT FROM (N) POWER PANEL TO (E) 6131 CABINET INSTALL (N) 1-1/4"0 POWER-~ CONDUIT FROM (N) POWER PANEL TO (N) 6160 CABINET (E) TELCO PANEL--.__ (N) T-MOBILE 200AMP PPC PANEL --.__ INSTALL (1) (N) 150A BREAKER FOR (E) CABINET AND (1) (N) 100A BREAKER FOR (N) 6160 ~ FROM (N) MffiR MAIN (N) CONDUIT / CONDUCTORS I I ELECTRICAL PLAN ----------------------------------- --(E) T-MOBILE RBS 6131 EQUIPMENT CABINET I I I j [] \_ (E) ROOFTOP\ (N) T-MOBILE 8160 BATTERY CABINET (N) T-MOBILE 6160 CABINET W/ (2) (N) 886630, (1) (N) BB6648, (1) IXRE ROUTER & (1) PSU 4813 1 PLANS PREPARED BY:--------- INFINIGY8 ENGINEERING, LLP 26455 RANCHO PARKWAY SOUTH LAKE FOREST, CALIFORNIA 92630 TIME CODE: 4114-C0004-C CONSULTING GROUP:-----------, NO D .--ATE: DESCRIPTION: BY: A 09/21/20 90% CD'S HL 0 10/16/20 100% CD'S HL SITE INFORMATION: ----------, CARLSBAD INN SD06298A 3001 CARLSBAD BLVD. CARLSBAD, CA 92008 SEAL:----------------, EXP: 06/30/2022 SHEET TITLE:-------------, SINGLE LINE DIAGRAM AND ELECTRICAL PLAN SHEET NUMBER:------------, E-1 ELECTRICAL NOTES 1. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL LOCAL AND STATE CODE, LAWS, AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS REQUIRED TO MEET NEC STANDARDS. 2. CONDUITS INSTALLED AT PCS EQUIPMENT ENDS PRIOR TO THE EQUIPMENT INSTALLATION SHALL BE STUBBED AND CAPPED AT 6" ABOVE GRADE OR PLATFORM. IF SERVICE LINES CAN'T BE INSTALLED INITIALLY, PROVIDE NYLON PULL CORD IN CONDUITS. 3. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING BID. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTORS FUNCTIONS, THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. 4. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO ROUGH-IN. 5. THE CONDUIT RUNS AS SHOWN ON THE PLANS ARE APPROXIMATE. EXACT LOCATION AND ROUTING SHALL BE PER EXISTING FIELD CONDITIONS. 6. ALL CONDUITS SHALL BE MET WITH BENDS MADE IN ACCORDANCE WITH NEC TABLE 346-10. NO RIGHT ANGLE DEVICE OTHER THAN STANDARD CONDUIT ELBOWS WITH 12" MINIMUM INSIDE SWEEPS FOR ALL CONDUITS 2" OR LARGER. 7. ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC THROAT INSULATING GROUNDING BUSHINGS. 8. ALL WIRE SHALL BE TYPE THWN, SOLID, ANNEALED COPPER UP TO SIZE #10 AWG (#8 AND LARGER SHALL BE CONCENTRIC STRANDED) 75 DEGREE C, (167 DEGREES F), 98% CONDUCTIVITY, MINIMUM #12. 9. ALL NEW MATERIAL SHALL HAVE A U.L. LABEL. 10. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULL BOXES, AND ALL DISCONNECT SWITCHES, STARTERS, AND EQUIPMENT CABINETS. 11. THE CONTRACTOR SHALL PREPARE AS-BUILT DRAWINGS, DOCUMENT ANY AND ALL WIRING AND EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS CONTRACT. SUBMIT AT SUBSTANTIAL COMPLETION. 12. ALL ELECTRICAL DEVICES AND INSTALLATIONS OF THE DEVICES SHALL COMPLY WITH (ADA) AMERICANS WITH DISABILITIES ACT AS ADOPTED BY THE APPLICABLE STATE. 13. ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT (NEW AND EXISTING) SHALL BE FIELD VERIFIED WITH THE OWNER'S REPRESENTATIVE AND EQUIPMENT SUPPLIER PRIOR TO ROUGH-IN OF CONDUIT AND WIRE. ALL EQUIPMENT SHALL BE PROPERLY CONNECTED ACCORDING TO THE NAMEPLATE DATA FURNISHED ON THE EQUIPMENT (THE DESIGN OF THESE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AT THE TIME OF DESIGN AND SOME EQUIPMENT CHARACTERISTICS MAY VARY FROM DESIGN AS SHOWN ON THESE DRAWINGS). 14. LOCATION OF ALL OUTLET, BOXES, ETC., AND THE TYPE OF CONNECTION (PLUG OR DIRECT) SHALL BE CONFIRMED WITH THE OWNER'S REPRESENTATIVE PRIOR TO ROUGH-IN. NOTES: • GENERAL CONTRACTOR TO NOTIFY INFINIGY ENGINEERING IF THERE ARE ANY DISCREPANCIES BETWEEN THE ACTUAL SITE CONDITIONS AND THE DRAWINGS • ALL WORK TO BE COMPLIED WITH NFPA 70E AND OSHA TITLE 29. • AI.C. OF NEW CB SHALL MATCH W/ AI.C. OF (E) CB'S (E) AND (N) PANEL SCHEDULE NOTES: 1. THIS (E) PANEL TO BE REPLACED BY (N) 200A PANEL 2. LOADS ON THIS PANEL TO BE RELOCATED TO {N) PANEL 3. REFER TO {N) PANEL SCHEDULE. NOTES: 1. THIS PANEL TO BE REPLACE {E) 100A PANEL. 2, {E) LOAD (6131) TO BE INTERNALLY UPGRADED. ITS (E) CB TO BE REPLACED BY {N) CB 2P/150A 3. (N) LOAD {6160) IS ADDED TO THIS PANEL. 4. MAIN CB 2P /200A SHOULD BE 100% RATED. SITE NUMBER: VOLTAGE: MAIN BREAKER: MOUNT: ENCLOSURE TTPE: PANEL STATUS: CKT lOAD DESCRIPTION 1 SPARE 3 - 5 LIGHT 7 GFI ... SITE NUMBER: VOLTAGE: MAIN. BllE_AKER: (NOTE 4) MOUNT: ENCLOSURE TYPE: PANEL STATUS.: CKT LOAD DESCRJPTION 1 SURGE 3 5 GFI 7 UGHT 5 SPACE 11 SPACE 1l SPACE 15 SPACE 17 SPACE 19 SPACE 21 SPACE 13 SPACE SD0629Bt. 240V/120 100AMPS SURFACE NEMA 3R EXISTING BREAKER AMPS 40 20 15 ---- SD06298A 240V/1.20 200AMPS SURFACE ----- NEMA 3R NEW BREAKER AMPS 30 15 20 ------------ BREAKER POlES 2 1 1 BREAKER POLES 2 - 1 1 --------- BREAKER SERVICE STATUS LOAD VA OFF D OFF D ON 10-0 ON 180 BREAKER SERVICE STATUS LOAD VA ON o ON 0 ON 180 OH 100 EXISTING PANEi.. SCHEDULE MODEL NUMBER: PHASE: BUSS RATING: NEUTRAL BAR: N to GROUND BOND: INTERNAL 1VSS: USAGE PHASE A FACTOR 1.00 1.00 1.00 1.00 VA 4800 1··::--.·~ ·<·( 100 r·,:-:.,-,·<< .. ---t"·., 4900 TBD 1 1DOAMPS YES TBD TBD · PHASE B USAGE VA FACTOR ~ 1.00 4800 1.00 :,:/. > (/•·· 1.00· 100 1.00 4000 VA (NJ PANEL SCHEDULE MODEL NUMBER: TBD PHASE: 1 BUSS RATING: 200AMPS NEUTRAL BAR: YES -. N to GROUND BOND: TBD ---- INTERNAL TVSS: TED USAGE PHASE A PHASES USAGE FACTOR VA VA FACTOR 1.00 8640 ~ 1.00 1.00 I,:·:;_,:,'\'-•-•',• ----;-c 8640 1.00 ' .,, 1.00 13140 :-: ,_, 1.00 1.00 ~···-•• •·' 100 1.00 1.00 0 ~. 1.00 ., .. 1..00 .. , .. ~12960 1.•00 1.00 0 1.-00 1..00 • ·• . 0 1.00 1..00 0 v t'cx:-,p 1.00 1.00 . ,. ·.; :C 0 1.00 1.00 0 1,·•t .. .;\:':'; 1,00 1,00 •::<•.£;·..:·,.,•· D 1.00 21780 21700 VA WIRE: AIC: GROUND BAR: SERVICE BREAKER LOAD VA STATUS 4800 ON 4800 ON 0 OFF 0 OFF V.IRE: A!C: .. _,, ------... _,,_ GROUND BAR: ---.------- SERVICE BREAKER ~OADVA STATUS 8640 ON 8640 ON 12960 ON 12960 ON 3 42KA!C TBD BREAKER BREAKER POLES AMPS LOAD DESCRIPTION 2 60 RBS 6131 -- 2 40 SPARE -- TOTAL KVA 9.88 AMPS 41.17 3 -- 65KA1C YES ---- BREAKER BREAKER POLES AMPS LOAD DESCRIPTION 2 100 6160 --- 2 150 6131 --- SPACE SPACE SPACE SPACE SP'°'CE SPACE TOTAL KVA 43.48 AMPS 181, 17 CKT 2 4 6 8 - CKT 2 4 6 8 10 12 14 16 18 20 22 24 1 -PLANS PREPARED BY:----------. INFINIGY8 ENGINEERING, LLP 26455 RANCHO PARKWAY SOUTH LAKE FOREST, CALIFORNIA 92630 TIME CODE: 4114-C0004-C -CONSULTING GROUP:---------.. •NO.--DATE:--,-DESCRIPTION:--BY: -- A 09/21/20 90% CD'S HL 0 10/16/20 100% CD'S HL -SITE INFORMATION:-----------. CARLSBAD INN SD06298A 3001 CARLSBAD BLVD. CARLSBAD, CA 92008 -SEAL:---------------- EXP:06/30/2022 -SHEET TITLE:------------- (E) AND (N) PANEL SCHEDULE -SHEET NUMBER:----------- E-2 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 2. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS USING #2 GROUND WIRES AND CONNECT TO SURFACE MOUNTED GROUND BUS BARS AS SHOWN. FOLLOW ANTENNA AND BTS MANUFACTURER'S PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS USING MANUFACTURERS PRACTICES. ALL UNDERGROUND WATER PIPES, METAL CONDUITS AND GROUNDS THAT ARE A PART OF THIS SYSTEM SHALL BE BONDED TOGETHER. 3. ALL GROUND CONNECTIONS SHALL BE #2 AWG U.N.O. ALL WIRES SHALL BE COPPER THHN/THWN. ALL GROUND WIRE SHALL BE SOLID TIN COATED OR STRANDED GREEN INSULATED WIRE. 4. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE, 5 OHMS MAXIMUM. PROVIDE SUPPLEMENT GROUNDING RODS AS REQUIRED TO ACHIEVE SPECIFIED OHMS READING. GROUNDING AND OTHER OPTIONAL TESTING WILL BE WITNESSED BY THE T -MOBILE REPRESENTATIVE. 5. NOTIFY ARCHITECT/ENGINEER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. 6. BARE GROUNDING CONDUCTOR SHALL BE HARD DRAWN TINNED COPPER SIZES AS NOTED ON PLAN. 7. ALL HORIZONTALLY RUN GROUNDING CONDUCTORS SHALL BE INSTALLED MINIMUM 12" BELOW GRADE/FROST-LINE IN TRENCH, U.N.0., AND BACK FILL SHALL BE COMPACTED AS REQUIRED BY ARCHITECT. 8. ALL GROUND CONDUCTORS SHALL BE RUN AS STRAIGHT AND SHORT AS POSSIBLE, WITH A MINIMUM 12" BENDING RADIUS NOT LESS THAN 90 DEGREES. GROUNDING NOTES --G--GROUNDING WIRE, DASHED LINE INDICATES UNDERGROUND --E--POWER LINE, DASHED INDICATES UNDERGROUND, 3/4"C-2#12&1 #12GND, UNO --T--TELEPHONE LINE, DASHED LINE INDICATES UNDERGROUND --A--COAXIAL CABLE, DASHED LINE INDICATES UNDERGROUND @ ® 1:81 D-' {[]}- DETAIL REFERENCE DETAIL NO. 2 ON SHEET E3 GROUND ROD GROUND ROD WITH ACCESS FUSED DISCONNECT SWITCH, 240V, 2P, 30A, WEATHERPROOF, UNO UTILITY METER CIRCUIT BREAKER FUSE =8 DUPLEX RECEPTACLE WITH GFCI IN WEATHERPROOF ENCLOSURE $M SWITCH, 120AC, 20A ab -SWITCH LEG M -MANUAL MOTOR STARTER e CLAMP QR DOUBLE HOLE LUG TYPE GROUND CONNECTION ■ EXOTHERMIC CONNECTION (CADWELD) TO GROUND RING AND COMPRESSION CONNECTION TO GROUND HALO SYMBOLS NOT USED SCALE: N.T.S. SCALE: N.T.S. 6 7 9. ALL SUPPORT STRUCTURES, CABLE CHANNEL WAYS OR WIRE GUIDES SHALL BE BONDED TO GROUND SYSTEM AT A POINT NEAREST THE MAIN GROUNDING BUS "MGB" (OR DIRECTLY TO GROUND-RING). 10. ACCEPTABLE CONNECTIONS FOR GROUNDING SYSTEM SHALL BE: a. BURNDY, HY-GRADE U.L. LISTED CONNECTORS FOR INDOOR USE OR AS APPROVED BY T-MOBILE PROJECT MANAGER. b. CADWELD, EXOTHERMIC WELDS (WELDED CONNECTIONS). c. TWO -(2) HOLE TINNED COPPER COMPRESSION (LONG BARREL) FITTINGS (BUS BAR CONNECTIONS). 11. ALL CRIMPED CONNECTIONS SHALL HAVE EMBOSSED MANUFACTURER'S DIEMARK VISIBLE AT THE CRIMP (RESULTING FROM USE OF PROPER CRIMPING DEVICES). 12. PRIOR TO ANY LUG-BUSSBAR CONNECTIONS, THE BUSSBAR SHALL BE CLEANED BY USE OF "SCOTCH-BRITE' OR PLAIN STEEL WOOL AS TO REMOVE ALL SURFACE OXIDATION AND CONTAMINANTS. A COATING OF "NO-OX-ID" SHALL BE APPLIED TO THE CONNECTION SURFACES. 13. ALL CONNECTION HARDWARE SHALL BE TYPE 316 SS (NOT ATTRACTED TO MAGNETS). 14. THE GROUND RING SHALL BE INSTALLED 24" MINIMUM BEYOND ANY BUILDING DRIP LINE. 15. ELECTRICAL SERVICE EQUIPMENT GROUNDING SHALL COMPLY WITH NEC, ARTICLE 250-82 AND SHALL BOND ALL EXISTING AND NEW GROUNDING ELECTRODES. NEW GROUNDING ELECTRODE SHALL INCLUDE BUT NOT LIMITED TO GROUND RODS, GROUND RING IF SERVICE IS WITHIN THE RADIO EQUIPMENT LOCATION, BUILDING STEEL IF APPLICABLE, COLD WATER CONNECTIONS MUST BE MADE ON THE STREET SIDE OF MAIN SHUT-OFF VALVE. AWG AFC BTCW BTS C CB co DWG EMT (E) OR EX. (F) GEN GFI G, GND KAIC NEMA (N) ¢ p P.O.C. PVC (R) RGS TEL TYP. U.G. UNO w WP AMERICAN WIRE GAUGE AVAILABLE FAULT CURRENT BARE TINNED COPPER WIRE BASE TRANSMISSION SYSTEM CONDUIT CIRCUIT BREAKER CONDUIT ONLY DRAWING ELECTRICAL METALLIC TUBING EXISTING FUTURE EQUIPMENT GENERATOR GROUND FAULT CIRCUIT INTERRUPTER GROUND THOUSAND AMPS INTERRUPTING CAPACITY N.T.S. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NEW (PROVIDE AND INSTALL, UNLESS NOTED OTHERWISE) PHASE POLE POINT OF CONNECTION POLYVINYL CHLORIDE CONDUIT REPLACE OR REWIRE WITH AS EXISTING RIGID GALVANIZED STEEL TELEPHONE TYPICAL UNDERGROUND UNLESS NOTED OTHERWISE WIRE WEATHERPROOF EQUIPMENT ABBREVIATIONS SCALE: N.T.S. 1. THE ELECTRICAL CONTRACTOR SHALL PAY ALL ELECTRICAL FEES FOR PERMITS, AND BE RESPONSIBLE FOR OBTAINING SAID PERMITS AND COORDINATING ALL ELECTRICAL INSPECTIONS. 2. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE N.E.C. IN ADDITION TO ALL APPLICABLE LOCAL CODES. 3. ALL ELECTRICAL COMPONENTS SHALL BE U.L. LISTED. 4. CONTRACTOR SHALL EXAMINE ALL GENERAL CONSTRUCTION DRAWINGS AND VISIT CONSTRUCTION SITE TO BE FAMILIAR WITH EXISTING CONDITIONS UNDER WHICH THEY WILL HAVE TO OPERATE AND WHICH WILL IN ANY WAY AFFECT THE WORK UNDER THIS 3 4 5. PROVIDE A PULL ROPE AND GREENLEE CONDUIT MEASURING TAPE IN TELEPHONE CONDUIT FOR BTS #1 REGARDLESS OF WHETHER CABLE IS INSTALLED OR NOT. 6. ALL PANELS, DISCONNECT SWITCHES, ETC. SHALL BE SUPPLIED WITH A LOCKABLE DEVICE PER AT&T GENERALELEC.NOTES SCALE: N.T.S. 5 (N) AWG2 INSULATED COPPER GROUND ----- E (N) T-MOBILE 200AMP PPC PANEL ---.__ NOTE: (E) EQUIPMENT GROUND WIRES ARE NOT SHOWN FOR CLARITY. EQUIPMENT GROUNDING PLAN KEYNOTES (E) GROUND BAR @ EACH SECTOR (TO BE VERIFIED @ FIELD). 2 (N) AWG 2 INSULATED COPPER GROUND FROM (N) RADIO. 3 (N) AWG 6 INSULATED COPPER GROUND FROM (N) ANTENNA GROUND KIT. NOTE: (E) GROUND WIRES ARE NOT SHOWN FOR CLARITY. ANTENNA GROUNDING PLAN I I .,,--- / (E) I (E) T-MOBILE CABLE TRAY I' I I I I (E) T-MOBILE RBS 6131 EQUIPMENT CABINET I j (E) EQUIPMENT GROUND BAR FIELD VERIFY LOCATION ' I 1v1.. (E) EQUIPMENT I PLATFORM ' i ~-(N) T-MOBILE 8160 BAillRY CABINET ~-(N) T-MOBILE 6160 CABINET N SCALE: N.T.S. 1 2 >-~ C, SCALE: N.T.S. 2 PLANS PREPARED BY:--------- INFINIGY8 ENGINEERING, LLP 26455 RANCHO PARKWAY SOUTH LAKE FOREST, CALIFORNIA 92630 TIME CODE: 4114-CD004-C CONSULTING GROUP: NO. DATE:--DESCRIPTION:--BY: -- A 09 /21 /20 90% CD'S HL 0 10/16/20 100% CD'S HL SITE INFORMATION:---------- CARLSBAD INN SD06298A 3001 CARLSBAD BLVD. CARLSBAD, CA 92008 SEAL:---------------- EXP:06/30/2022 SHEET TITLE:------------ GROUNDING PLAN AND NOTES SHEET NUMBER:------------ E-3 NOT USED SCALE: N.T.S. NOT USED SCALE: N.T.S. NOT USED SCALE: N.T.S. ,---#2 AWG GREEN INSULATED STRANDED COPPER WIRE (EXISTING SHELTER GROUNDING HALO) T&B CO. "C-TAP", CAT. #54730, CRIMP 1YPE PARALLELED TAP OR EQUIVALENT IRECTION OF BOND TO TURN TO SHORTEST DISTANCE TO MGB 7 GROUNDING WIRE CONNECTION 8 NOT USED 9 NOT USED SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. TYPE SS TYPE TA TYPE VB TYPE PH TYPE XA TYPE GT TYPE NC TYPE LJ TYPE HA TYPE VS TYPE NX1 TYPE PG TYPE GR TYPE RR 4 CADWELD CONNECTIONS SCALE: N.T.S. 5 6 CLOSED BARREL, FOR----- ALL EXTERIOR TWO-HOLE CONNECTORS EXTERNAL TOOTHED-~ 3/8"~x1 1/2"·-~ S/S NUT-~ S/S LOCK WASHER BUTT CONDUCTOR--~ INSULATION UP AGANST THE CONNECTOR BARREL 1" MIN 1/4" MIN CLEAR HEAT I SHRINK-I S/S FLAT-----. WASHER ----~ I LABEL I . BLACK HEAT SHRINK UV RATED TINNED COPPER GROUNDING BAR S/S FLAT WASHER s/s BOLT (1 OF 2) "DO NOT DISCONNECT" TAG ON ALL GROUNDING BAR INTERCONNECTS AND EQUALIZERS---~ DO NOT DISCONNECT EXTERIOR TWO HOLE LUG BOLT GRND. ROD CLAMP 2 BOLT PARALLEL SPLICER CROSS RUN CLAMP 0 UNIVERSAL PIPE CLAMPS 75/1.25 2 HOLE LUG CAST "T'' SPLICER 1 BOLT PARALLEL "U" BOLT PIPE CLAMP 1 BOLT PARALLEL CLAMP CLAMP UNIVERSAL PIPE CLAMPS 50H2 MECHANICAL CONNECTION DETAIL ----------------------------- SCALE: N.T.S. SCALE: N.T.S. 1 2 3 PLANS PREPARED BY:--------- INFINIGY8 ENGINEERING, LLP 26455 RANCHO PARKWAY SOUTH LAKE FOREST, CALIFORNIA 92630 TIME CODE: 4114-C0004-C CONSULTING GROUP:---------, NO.--DATE: DESCRIPTION: BY: A 09/21/20 90% CD'S HL 0 10/16/20 100% CD'S HL SITE INFORMATION:-----------. CARLSBAD INN SD06298A 3001 CARLSBAD BLVD. CARLSBAD, CA 92008 SEAL:----------------, EXP:06/30/2022 SHEET TITLE:-------------, ELECTRICAL DETAILS SHEET NUMBER:-----------, E-4