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HomeMy WebLinkAboutExhibit D - Plans NBCST_005 SITE NAME: NBCST_05A SITE NUMBER: CRAN RLOS NBCST 005 at&t PROJECT: CRAN/ SMALL CELL/ PICO U S I D: 204419/ FA: 14819462 PACE: MRLOSO49857 MATERIALSALL WORK AND THE CURRE T EDI IONS OF THE FOLLOWING CODES AS(ADOPTED BY THE LOCAL ACCORDANCE WITH E R I CS SON GOVERNING AUTHORITIES.NOTHING IN THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES _ $$O COMMERCE,STE.200 IF USING 11"x17"PLOT,DRAWING WILL BE HALF SCALE 1. 2016 CALIFORNIA ADMINISTRATIVE CODE IRVINE,CA 92602 2. 2016 CALIFORNIA BUILDING CODE 3. 2016CALIFORNIA ELECTRIC CODE I CONSTRUCTION DRAWING 4. 2016 CALIFORNIA MECHANICAL CODE 5. 2016 CALIFORNIA PLUMBING CODE 6. 2016 CALIFORNIA FIRE CODE at&t 7. ANY LOCAL BUILDING CODE AMENDMENTS TO THE ABOVE 8. CITY/COUNTY ORDINANCES THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS&AUTHORIZE 9. NEC,NATIONAL ELECTRIC CODE THE SUBCONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN.ALL M S QU A R •J 10. CALIFORNIA TRAFFIC CONTROL LANE CLOSURES MUTCD � DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT&MAY IMPOSE '7 CHANGES OR MODIFICATIONS. HANDICAP REQUIREMENTS: W I R E L E S S FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.HANDICAPPED ACCESS NOT POLE TYPE: (N) CONCRETE LIGHT POLE APPROVED BY: INITIALS: DATE: REQUIRED IN ACCORDANCE WITH CALIFORNIA ADMINISTRATIVE STATE CODE PART 2,TITLE 1 9 6 7 C A L L E A V A N Z A D O 24,CHAPTER 11 B,SECTION 1103B. AT&T RF ENGINEER: SAN CLEMENTE CA 92673(M)391-6824 CODE COMPLIANCE POLE ID #: 4616 AT&T OPERATIONS: SITE ACQUISITION MANAGER: THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.A TECHNICIAN WILL LATITUDE/LONGITUDE: 3 3.610 7 2 4/ 117.8 9 0 5 8 5 PROJECT MANAGER: VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE.THE PROJECT WILL NOT ZONING VENDOR: DRAWN BY: �GMRESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE;NO SANITARY SEWER SERVICE,POTABLE WATER,OR TRASH DISPOSAL IS REQUIRED AND NO SITE ADDRESS: 1090 [CS] BAYSIDE DRIVE LEASING VENDOR:COMMERCIAL SIGNAGECE,POTA IS NEW. CHECKED BY: CONSTRUCTION MANAGER: GENERAL NOTES (SLC4616), PROPERTY OWNER: UTILITY MANAGER: AREA MAPS p Dig Alert APPROVALS Knowwharsbelow. d ` p CBI(before you dig. h C 06/07/2019 100%CONSTRUCTION Caney Island B 12/12/2018 100%CONSTRUCTION CALIFORNIA SOUTH AT&T PROPOSES TO INSTALL A NEW WIRELESS INSTALLATION LOCATED IN THE PUBLIC RIGHT Call Two Working Days Before You Dig! T� OF WAY TO(N)CONCRETE LIGHT POLE. A 11/01/2018 90%CONSTRUCTION 811/800-227-2600 If/ REV DATE DESCRIPTION Back Bay q THE SCOPE WILL CONSIST OF THE FOLLOWING: View Park DIG ALERT r r ~ h 0 ry AT&T TO REMOVE (1) EXISTING CONCRETE STREETLIGHT ' AT&T TO INSTALL (1) NEW 28'-O"STREETLIGHT AT&T TO INSTALL (4) NEW AT&T REMOTE RADIO UNITS � AT&T TO INSTALL (1) NEW AT&T OMNI-DIRECTIONAL ANTENNA S�TE 8 AT&T TO INSTALL (1) NEW AT&T EQUIPMENT SHROUD QROFESSIOryq 1BL!CJ3�GF1 cc��FF Wqy AT&T TOINSTALL (1) NEW AT&T RAY-AP DISCONNECT PUBLIC/PRIVATE: Pb90`Ga1 AGNSIDE D'I E 7�. AT&T TO INSTALL (1) NEW WTR HANDHOLE ADDRESS: (SLC4616),NEWPORT BEACH, L� Oh70fi Fpn,br o C5 47 z m APPLICANT: &Af&3�660 ; o�y$� E SI A ADDRESS: 1452EDINCA 92780 �f GER AVE TUSTIN, � PROJECT DESCRIPTION T F LATITUDE(NAD 83): 33.610724 9FOFl Cm-�FO LONGITUDE(NAD 83): -117.89058LAT/LONG TYPE: 5 GROUND E EVATION(NAVDB8) 120D-83 Bay0O6I/' JURISDICTION: CITY OF NEWPORT BEACH "J s SHEET NO: SHEET TITLE CURRENT ZONING: PUBLIC RIGHT OF WAY d$111 fi r%7C, T-1 TITLE SHEET PROPOSED USE: UNMANNED TELECOMMUNICATIONS S P GN-1 GENERAL NOTES POWER COMPANY: A-1 SITE PLAN IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED ADDRESS: A-2 ELEVATIONS PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. N A-3 ELEVATIONS•♦:y � A-0 SITE IMAGE PROJECT SITE INFORMATION ;��' �, D-1 DETAILS i ���e� az DETAILS SITE ID:NBCST_05A S-1 POLE DETAILS 1090[CSI BAYSIDE DRIVE n If _ 5 E-1 ELECTRICAL GROUNDING DETAILS (SLC4616) PROJECT MANAGER: ENGINEER: M NEWPORT BEACH, CA,92660 M SQUARED WIRELESS M SQUARED WIRELESS SAN CALLENTE,CA SAN CALLENTE,AVANZADO 92 VICINITY MAP LOCATION MAP SAN CLEMENTE,CA 92673 SAN CLEMENTE,CA 92673 SAC/ZONING/PERMITTING: SENIOR TECHNICAL PROJECT MANAGER: M SQUARED WIRELESS AT&T SHEET TITLE 1387 CALLE AVANZADO 1452 EDINGER AVE. DIRECTIONS FROM AT&T OFFICE: 7. TURN RIGHT ONTO BAYSIDE DR DRAWING INDEX SAN CLEMENTE,CA 92673 TUSTIN,CA 92618 DIRECTION ARE TAKEN FROM RF ENGINEER: CONTACT:OMAR MERE 1452 EDINGER AVE. DESTINATION WILL BE ON THE RIGHT. TITLE SHEET AT&T PHONE:(562)293-6429 TUSTIN,CA 92780 1452 EDINGER AVE. EMAIL:OM5039@ATT.COM 1. TURN LEFT ONTO EDINGER AVE 1090jCS1 BAYSIDE DRIVE(SLC4616),NEWPORT TUSTIN,CA 92618 2. TURN LEFT ONTO STATE ROUTE 55 S BEA H, A 92660 CONTACT:KARLO DAVINAGRACIA 3. MERGE ONTO STATE ROUTE 55 S SUBCONTRACTOR SHALL VERIFY ALL PLANS&EXISTING DIMENSIONS&CONDITIONS ON PHONE:(714)566-7310 4. TAKE EXIT 5A TO MERGE ONTO CA-73 S THE JOB SITE&SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY SHEET NUMBER EMAIL:KD270J TT.COM 5. TAKE EXIT 15 AND MERGE ONTO BE BRISTOL ST DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. 6. TURN RIGHT ONTO JAMBOREE RD PROJECT TEAM DRIVING DIRECTIONS DO NOT SCALE DRAWINGS T-1 1. THE FACILITY IS AN UNOCCUPIED DIGITAL TELECOMMUNICATION FACILITY. Q NEW ANTENNA GROUT OR PLASTER T T TELCO (FIBER) RUN 5/8" X 10'-0" ,CU. GND ROD IN 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A DIAGRAMMATIC EXISTING ANTENNA O (E) BRICK TEST WELL 30' MIN. BELOW GRADE. OUTLINE ONLY, UNLESS NOTED OTHERWISE. THE WORK SHALL INCLUDE FURNISHING UNDERGROUND TELCO RUN MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE CHEMICAL GROUND ROD ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. ���� ® GROUND ROD (E) MASONRY e ---E-----E--- UNDERGROUND ELECTRICAL RUN (XIT GROUND ROD) 3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS SHALL VISIT THE JOB ii Tr GROUND BUS BAR CONCRETE SITE AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD CONDITIONS CADWELD CONNECTION AND DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS • MECHANICAL GRIND. CONN. EARTH ___E/T_____E/T__- UNDERGROUND ELECTRICAL/TELCO RUN SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES ARE TO • BE BROUGHT TO THE ATTENTION OF THE IMPLEMENTATION ENGINEER AND GRAVEL MECHANICAL CONNECTION ENGINEER PRIOR TO PROCEEDING WITH THE WORK. ■ CADWELD � c c GROUNDING CONDUCTOR 4. THE CONTRACTOR SHALL OBTAIN, IN WRITING, AUTHORIZATION TO PROCEED ® PLYWOOD .4HALO GROUND CONNECTION BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED OR IDENTIFIED BY❑ GROUND ACCESS WELL THE CONTRACT DOCUMENTS. SAND FUSE, SIZE AND TYPE AS INDICATED. _1L CIRCUIT BREAKER 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN - �E ELECTRIC BOX ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY O - WOOD CONT. u SAFETY SWITCH, 2P-24OV-60A W/60A FUSES, NEMA 3R INDICATED OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS TAKE ENCLOSURE, SQ D CATALOG NO. H222NRB PRECEDENCE. TELEPHONE BOX � WOOD BLOCKING Q UTILITY METER BASE ERIC550N MANUAL TRANSFER SWITCH, 2P-240V-200A, NO FUSE, 6. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT LIGHT POLE STEEL O1 NEMA 3R ENCLOSURE 0 ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. 330 COMMERCE,STE.200 r� TRANSFORMER CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, CENTERLINE LIGHTING FIXTURE, FLUORESCENT, 10.94" x 4'-0", 2/40W, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC IRVINE,CA 92602 ® SURFACE MOUNTING TYPE, HUBBELL LIGHTING CATALOG AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. MECHANICAL AND END. MONUMENT ® SURFACE 2T ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE PROPERTY/LEASE LINE IT] STEPDOWN TRANSFORMER MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE LIGHTING FIXTURE, FLUORESCENT, 10.94" x 8'-0", 2/95W, JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. SPOT ELEVATION MATCH LINE SURFACE MOUNTING TYPE, HUBBELL LIGHTING CATALOG #TWSM232T @ RECEPTACLE, 2P-3W-125V-15A, DUPLEX, 7, THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE LIGHTING FIXTURE, HIGH PRESSURE SODIUM, 1/70W, WALL GROUND TYPE, HUBBEL CATALOG #5362 BEST SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE SET POINT FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND WORK POINT MOUNTING TYPE, HUBBELL LIGHTING CATALOG #NRG-307 PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE r7 OR 1/50W, HUBBELL LIGHTING CATALOG #NRG-121 TOGGLE SWITCH, 1P-125V-15A, M S Qu A R `•3 S CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE IMPLEMENTATION HUBBELL CATALOG #HBL 1201CN WIRELESS Al REVISION --�-��-�-- -- GROUND CONDUCTOR I� EXIT SIGN, THERMOPLASTIC LED, SINGLE FACE, UNIVERSAL ENGINEER AND WITH THE LANDLORD'S AUTHORIZED REPRESENTATIVE. LY7 MOUNTING, W/BATTERY PACK, HUBBELL LIGHTING CATALOG GRID REFERENCE #PRB SWP TOGGLE SWITCH, 1 P-120V-15A, VP" 8. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED AND FIRE 1 3 8 7 C A L L E A V A N Z A D O XO A COAXIAL CABLE COMBINATION, EXIT SIGN & EMERGENCY LIGHTING, CODE APPROVED MATERIALS. SAN CLEMENTE CA 92873(949)391-8824 ou OVERHEAD SERVICE EXIT HUBBELL LIGHTING CATALOG #PRC IONIZATION SMOKE DETECTOR W/ALARM 9. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN DETAIL REFERENCE CONDUCTORS O HORN &AUXILIARY CONTACT, 120 VAC, 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE EMERGENCY LIGHTING, 2/50W, HUBBELL LIGHTING CATALOG GENTEX PART NO. 7100F PROJECT AREA DURING CONSTRUCTION. X CHAIN LINK FENCING #HE6-50-2-R91 O POLE 10. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS X ELEVATION REFERENCE OVERHEAD TELEPHONE/OVERHEAD POWER ^ LIGHTING FIXTURE, INCANDESCENT, 1/100W, WALL MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH I�l MOUNTING TYPE, HUBBELL LIGHTING CATALOG MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. #BRH-100-06-1 (N) POLE MOUNTED XFMER DRAWN BY: DGM OVERHEAD TELEPHONE LINE 11. REPRESENTATIONS OF TRUE NORTH, OTHER THAN THOSE FOUND ON THE PLOT OF X SURVEY DRAWING (SHEET LS1 OR SHEET C-1), SHALL NOT BE USED TO SECTION REFERENCE LIGHTING FIXTURE, HALOGEN, QUARTZ, 1/30OW, HUBBELL 0 (E) POLE MOUNTED XFMR IDENTIFY OR ESTABLISH THE BEARING OF TRUE NORTH AT THE SITE, THE CHECKED BY: MM OVERHEAD POWER LINE LIGHTING CATALOG #QL-505 CONTRACTOR SHALL RELY SOLELY ON THE PLOT OF SURVEY DRAWING AND ANY SURVEYOR'S MARKINGS AT THE SITE FOR THE ESTABLISHMENT OF TRUE NORTH, E ELECTRICAL RUN (ND PAD MOUNTED XFMER AND SHALL NOTIFY THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK IF LYY LIGHTING FIXTURE, 1/175W. METAL HALIDE, HUBBELL CAT ANY DISCREPANCY IS FOUND BETWEEN THE VARIOUS ELEMENTS OF THE WORKING ELECTRICAL/TELCO RUN �( #MIC-0175H-336 DRAWINGS AND THE TRUE NORTH ORIENTATION AS DEPICTED ON THE CIVIL �Q (E) PAD MOUNTED XFMER SURVEY. THE CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY FAILURE TO O 5/8" X 10'-0" ,CU. GND ROD 30" MIN. BELOW GRADE. NOTIFY THE ENGINEER. 12. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING ABBREVIATIONS IMPROVEMENTS, PAVING, CURBS, VEGETATION, GALVANIZED SURFACES, ETC., AND UPON COMPLETION OF WORK REPAIR ANY DAMAGE THAT OCCURRED DURING CONSTRUCTION TO THE SATISFACTION OF AT&T. 13. KEEP GENERAL AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, C 06/07/2019 100%CONSTRUCTION A AMPERE EMT. ELECTRICAL METALLIC TUBING MTD. MOUNTED T.O.F. TOP OF FOUNDATION RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE B 12/12/2018 100%CONSTRUCTION A.B. ANCHOR BOLT E.N. EDGE NAIL MTG. MOUNTING T.O.P. TOP OF PLATE (PARAPET) ABV. ABOVE ENCL. ENCLOSURE MTL. METAL T.O.S. TOP OF STEEL PROPERTY. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, AC ALTERNATE CURRENT/AIR CONDITIONER ENG. ENGINEER MTS. MANUAL TRANSFER SWITCH T.O.W. TOP OF WALL DUST OR SMUDGES OF ANY NATURE. VA 111/2018 90%CONSTRUCTIONACCA ANTENNA CABLE COVER ASSEMBLY EQ. EQUAL N NEUTRAL TYR. TYPICAL DATE DESCRIPTION ADD'L ADDITIONAL EXST.(E) EXISTING (N) NEW U.G. UNDER GROUND 14. PENETRATIONS OF ROOF MEMBRANES SHALL BE PATCHED/FLASHED AND MADE A.F.F. ABOVE FINISHED FLOOR EXP. EXPANSION NEEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOC. U.L. UNDERWRITERS LABORATORY INC. WATERTIGHT USING LIKE MATERIALS IN ACCORDANCE WITH NRCA ROOFING A.F.G. ABOVE FINISHED GRADE EXT. EXTERIOR NO.(#) NUMBER UMTS UNIVERSAL MOBIL TECH. SYS. (3G MOBILE TECH.) STANDARDS AND DETAILS. CONTRACTOR SHALL OBTAIN DETAILING CLARIFICATION AC AMPERE INTERRUPTING CAPACITY FAB. FABRICATION(OR) N.T.S. NOT TO SCALE U.N.O. UNLESS NOTED OTHERWISE FOR SITE-SPECIFIC CONDITIONS FROM ENGINEER, IF NECESSARY, BEFORE ALUM. ALUMINUM FAC. FACTOR OBIF OPTICAL BASEBAND INTERFACE V VOLT PROCEEDING. ALT. ALTERNATE F/A FIRE ALARM OR OVERHEAD VAC VOLT ALTERNATING CURRENT ANT. ANTENNA F.F. FINISH FLOOR O.C. ON CENTER V.I.F. VERIFY IN FIELD APPROX. APPROXIMATELY F.G. FINISH GRADE OPNG. OPENING W WATT OR WIRE 15. BEFORE ORDERING AND/OR BEFORE FABRICATING/CONSTRUCTING/INSTALLING ANY ARCH. ARCHITECT(IJ FIN. FINISH(ED) P POLE WD WIDE(WIDTH) ITEMS, VERIFY THE TYPES AND QUANTITIES. QROFESS/QNq AT. AMPERE TRIP FLR. FLOOR P/C PRECAST CONCRETE W/ WTH F AWG. AMERICAN WIRE GAUGE FLUOR FLUORESCENT PCs PERSONAL COMMUNICATION SERVICES W/0 WITHOUT 16. CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE AND BATT. BATTERY FDN. FOUNDATION PH PHASE WD. WOOD BD. BOARD F.O.C. FACE OF CONCRETE PLY. PLYWOOD W. PAGER, AND KEEP SAME ON SITE WHENEVER PERSONNEL ARE ON SITE. P. WEATHERPROOF o CS 47 o m BLDG. BUILDING F.O.M. FACE OF MASONRY PNLBD PANELBOARD WT. WEIGHT 17. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE SITE z A BLK. BLOCK F.O.S. FACE OF STUD PPC POWER PROTECTION CABINET XFER TRANSFER BLKG. BLOCKING F.O.W. FACE OF WALL PRC PRIMARY RADIO CABINET XFMR TRANSFORMER AND NOTIFY THE PROJECT MANAGER OF ANY DISCREPANCIES BEFORE STARTING BM. BEAM F.S. FINISH SURFACE PRI PRIMARY XLPE CROSS-LINK POLYETHYLENE ANY WORK. B.N. BOUNDARY NAILING FT.(') FOOT (FEET) P.S.F. POUNDS PER SQUARE FOOT Q CENTERLINE 9TF / 1V BR. BRANCH FTG. FOOTING P.S.I. POUNDS PER SQUARE INCH P PLATE, PROPERTY LINE 18. CONTRACTOR TO PROVIDE COMPLETE SET OF AS BUILT DRAWINGS WITHIN 10 QF�p�\F BRKR. BREAKER FU FUSE P.T. PRESSURE TREATED WORKING DAYS OF PROJECT COMPLETION. BTCW. BARE TINNED COPPER WIRE G GROUND PWR. POWER (CABINET) BTS. BASE TRANSMISSION SYSTEM GR GROWTH (CABINET) QTY. QUANTITY 1. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES 19. CONTRACTOR IS TO EXCAVATE 6" BELOW EXISTING GRADE AND SPRAY WITH WEED B.O.F. BOTTOM OF FOOTING GA. GAUGE RAE(R) RADIUS WITHIN THE PUBLIC RIGHT-OF-WAY. B/U BACK-UP CABINET GEN. GENERATOR RBS RADIO BASE STATION CONTROL. REPLACE WITH CLASS II AGGREGATE BASE AND CRUSHED WASHED C CONDUIT GI. GALVANIZE(D) (BASE STATION 3G NETWORKS) 2, "CONTRACTOR SHALL PROVIDE LANE CLOSURE PLANS PER WATCH HANDBOOK AND ROCK. AS SPECIFIED ON SITE PLAN. CAB. CABINET G.F.C. I. GROUND FAULT CIRCUIT INTERRUPTER RCPT. RECEPTACLE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARDS. CANT. CANTILEVERED) GLB20. CONTRACTOR SHALL PROVIDE TOILET FACILITY DURING ALL PHASES OF CB. CIRCUIT BR KER GRID GROUNDGROUND REINF. REINFORCEMENT(ING) 3. CONTRACTOR TO RETURN E STREET LIGHT AND LIGHT ARM TO THE CITY OF CONSTRUCTION. IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY CDMA CODE-DIVISION MULTIPLE ACCESS (2G & 3G) GPS GLOBAL POSITIONING SYSTEM REQ'D. REQUIRED ARE ACTING UNDER THE DIRECTION OFALICENSED CDUK CONSOLIDATION DISTRIBUTION UNIT KIT GRND. GROUND RGS. RIGID GALVANIZED STEEL NEWPORT BEACH UTILITIES YARD. IF DAMAGED DURING THE REMOVAL, CONTRACTOR 21 PRIOR TO THE COMMENCEMENT OF CONSTRUCTION OR THE FABRICATION OF P AREROF ACTING INGUNDERTHEONAL DIRECTION ,TO ALTER THIS DOCUMENT. C.I.P. CAST IN PLACE GSM GLOBAL SYSTEM MOBILE (2G+ MOBILE TECH.) RRU REMOTE RADIO UNIT SHALL BE REQUIRED TO PURCHASE AND DELIVER A REPLACEMENT. CITY OF NEWPORT MATERIALS TO BE INSTALLED AT THE SITE, THE CONTRACTOR SHALL FIELD VERIFY CKT. CIRCUIT HDBC HARD DRAWN COPPER WIRE (RADIO TRANSCEIVER) BEACH UTILITIES YARD: 949 W. 16TH STREET NEWPORT BEACH CA 92663, ALL DIMENSIONS INCLUDING AS-BUILT DIMENSIONS T EXISTING STRUCTURES IF CLG. CEILING HER. HEADER RX-AIT RECEIVER AIR INTERFACE TRAY CONTRACTOR SHALL DISPOSE OF THE EXISTING STREET LIGHT POLE AND ARMS IF STRUCTURAL ELEMENTS HAVING A BEARING DIMENSIONS THE SCOPE OF THE WORK TO BE CMU CLEAR HGR. HANGER SAT SAFETY UNWANTED BY THE CITY FOR ANY REASON. PERFORMED. IF ANY DISCREPANCY IS FOUND BETWEEN THE VARIOUS ELEMENTS CMU CONCRETE MASONRY UNIT (JAMB BLOCKS) LIPS HIGH PRESSURE SODIUM SCH. SCHEDULE COL. COLUMN HT. HEIGHT SDBC SOFT DRAWN BARE COPPER OF THE WORKING DRAWINGS AND THE DIMENSIONS OR CONDITIONS FOUND TO BE CONC. CONCRETE ICGB. ISOLATED COPPER GROUND BUS SEC SECONDARY 4. WHERE REMOVED OR DAMAGED BY CONSTRUCTION, ALL CURB, GUTTER AND SIDEWALK EXISTING IN THE FIELD, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SITE ID:N BCST_05A CONN. CONNECTION(OR) IN.(") INCH(ES) SHT. SHEET SHALL BE REPLACED IN ENTIRE SECTIONS BETWEEN EXPANSION JOINTS. NO SAW OBTAIN DESIGN RESOLUTION PRIOR TO PROCEEDING WITH THE PORTION(S) OF THE 1090 CS BAYSIDE DRIVE CONST. CONSTRUCTION INT. INTERIOR SIM. SIMILAR CUTTING AND PARTIAL PATCHING SHALL BE PERMITTED. ALL CONSTRUCTION DETAILS ) WORK AFFECTED. THE CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY CONT. CONTINUOUS LB.(#) LAG BOLT S.N. SOLID NEUTRAL FOR REPLACEMENT SECTIONS SHALL BE PER CITY OF FAILURE TO SO NOTIFY THE ENGINEER AND OBTAIN RESOLUTION BEFORE (SLC4616) d PENNY (NAILS) L.B. LAG BOLTS SPEC. SPECIFICATIONS) PROCEEDING. DBL. DOUBLE L.F. LINEAR FEET (Fool) SQ..S SQUARE NEWPORT BEACH,CA,92660 DC DIRECT CURRENT LG. LENGTH S.S. STAINLESS STEEL 5. THE CONTRACTOR SHALL REPAIR, REPLACE OR RE-ROUTE ALL LANDSCAPE, DEM. DEMAND L LONG(ITUDINAL) STD. STANDARD IRRIGATION LINES AND FIXTURES IN KIND INCLUDING LINE SIZE, HEAD TYPE, SPACING DEPT. DEPARTMENT LIPS LOW PRESSURE SODIUM STL. STEEL AND CONTROL WHERE DAMAGED BY CONSTRUCTION TO THE SATISFACTION OF THE DF. DOUGLAS FIR LTE LONG TERM EVOLUTION (4G MOBILE TECH.) STRUC. STRUCTURAL CITY OF NEWPORT BEACH. DIA. DIAMETER MAS. MASONRY SURF SURFACE DIAG. DIAGONAL MAX. MAXIMUM SW SWITCH 6. THE CONTRACTOR SHALL REPLACE ALL EXISTING GROUNDCOVER, INCLUDING SAND AN SHEET TITLE DIM. DIMENSION M.B. MACHINE BOLT TEL. TELEPHONE ALL OTHER LANDSCAPING INCLUDING TURF, SHRUBS, AND/OR TREES IN KIND DWG. DRAWINGS) MECH. MECHANICAL TEMP. TEMPORARY INCLUDING SIZE, SPECIES AND SPACING WHERE DAMAGED BY NEW CONSTRUCTION TO OWL. DOWEL(S( MFR. MANUFACTURER THK. THICK(NESS) THE SATISFACTION OF THE CITY OF NEWPORT BEACH. GENERAL NOTES EA. EACH MIN. MINIMUM TMAS TOWER MOUNTED AMPLIFIER EGR. EMERGENCY GENERATOR RECEPTACLE MISC. MISCELLANEOUS (DC SUPPLY VOLTAGE) EL. ELEVATION MILD MAIN LUGS ONLY T.N. TOE NAIL 7. ANY LANE CLOSURES SHALL STRICTLY ABIDE THE CALIFORNIA MUTED FOR TRAFFIC ELEC. ELECTRICAL T.O.A. TOP OF ANTENNA CONTROL. ELEV. ELEVATOR T.O.C. TOP OF CURB SHEET NUMBER GN-1 ABBREVIATIONS 4 CITY OF NEWPORT BEACH NOTES 3 GENERAL NOTES 4 NOTE: Roy Q:c "IQ" 1. IF DIMENSIONS SHOWN ON PLAN DO NOT SCALE CORRECTLY,CHECK FOR REDUCTION OR ENLARGEMENT FROM ORIGINAL PLANS. 2. UTILITY DESIGN 8 RUNS ARE PRELIMINARY.PENDING FINAL DESIGN FROM UTILITY p NEW AT&T PROJECT LOCATION, PARKWAY 1 .9 \ �`\ PARKWAY ���� PROVIDERS. e SEE ENLARGED SITE PLAN �1 3. CONTRACTORS TO VERIFY SUB STRUCTURE LOCATIONS PRIOR TO ANY EXCAVATION. 4. ALL CONDUCTORS/WIRES&CONDUIT,SHALL BE INSTALLED IN A NEAT&TIDY FASHION. I �O ``\ ALL EXCESS WIRE SLACK IS TO BE REMOVED&HIDDEN AS MUCH AS POSSIBLE. 5. ALL NEWLY INSTALLED EQUIPMENT SHALL BE PAINTED TO MATCH EXISTING POLE,& ♦ - - ---- -----—♦ 1 `� _ OR SURROUNDINGS UNLESS PROHIBITED PER MANUFACTURER. / 6. NEW FIBER CONDUIT TO BE STUBBED OUT OF NEW POLE FOOTING BY APPROX.Z-0'. 'I_ 7. POWER SUPPLY AND RUN ARE SUBJECT TO CHANGE PER SCE FINAL DESIGN. (E)SIDEWALK(TYP.) ROW-__ __—__—__--__—_ —__—_L___ o -------- (E)U/G SCE VAULT AND �-- __�_ --- q -- - POTENTIAL POW ER P.O.C., -'ROW SEE NOTE 7 \ C/F F---E ---E ---E --IF ---E ---E ---E ---E/ C/F 4 1 1 3190'TOE ERIC550N 4 a (E)STREETLIGHT(TYP.) OFJAMBOREE RD � � \ � 330 COMMERCE,STE.200 IRVINE,CA 92602 —q — — — — ��----- ---- ----�—�; — — — — — — — — — — — — — rk BAYSIDE DR \ (E)TRAFFICLIGHT(TYP.) ♦ M S QU A R E& WIRELESS 1387 CALLE AVANZADO C/F 4 C/F SAN CLEMENTE CA 92873(949)391-8824 0 ROW � DRAWN BY: DGM (E)TREE(TYP.) `\ 11 N CHECKED BY: MM PARKING 11 1 1 D d LOT 1 11 �W Eep. AAAk � =4 S SITE PLAN 24"x36" SCALE: 1" = 20'-0" ll 20' 40' A 11"x1T SCALE: 1" = 40'-0" 1 1 L C O6/07/2019 100%CONSTRUCTION (E) U/G SCE VAULT AND (N)U/G POWER RUN FROM(N)WTR HANDHOLE POTENTIAL POWER I B 12/12/2018 100%CONSTRUCTION (N)CONCRETE STREETLIGHT(4616)W/(N) TO(N)CONCRETE STREETLIGHT(BY AT&T) P.O.C.,SEE NOTE 7 A 11/01/2018 90%CONSTRUCTION EQUIPMENT(BY AT&T) (E)TREE(TYP.) PARKING� (N)WTR HANDHOLE TO BE PLACED • / REV DATE DESCRIPTION LOT (E)CONCRETE STREETLIGHT(4616)TO BELOW GRADE(BY AT&T) (E)PARKWAY(TYP.) BE REMOVED&REPLACED(BY AT&T) (E)SIDEWALK(TYP.) (N)U/G FIBER RUN FROM(N)FIBER AT&T);SE N TO / (E)HANDHOLE (N)CONCRETE STREETLIGHT(BY BT);SEE NOTE 6 (N)FIBER HANDHOLE TO BE ® PLACED BELOW GRADE(BY OTHERS UNDER SEPARATE PERMIT) /' oeofESS/p/yq 1-2 (E)U/GVAULT(TYP.) -� e wy9PF�G _—__--_—__—_ __ 47 v _TT A - � I I 9T / w For CA\-\EO 1 I F / \__E ___E ___E ___E ___E ___E _ _E ___E ___E ___E ___E ___E ___E ___E ___E ___E -_-E _-_E -_-E _-_E IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY (N)U/G POWER RUN FROM POWER P.O.C. ARE ACTING UNDER THE DIRECTION OF A LICENSED TO(NI WTR HANDHOLE,SEE NOTE 7 PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. SITE ID:NBCST_05A BAYSIDE D R 1090[CS]BAYSIDE DRIVE (SLC4616) 1-2 NEWPORT BEACH,CA,92660 A-3 SHEET TITLE SITE PLAN N GW'�XEe� SHEET NUMBER ®Wj A s A-1 ENLARGED SITE PLAN 24"x36" SCALE: 3/64" = 1'-O" 4' 8' 6' 11"x17" SCALE: 3/64" = 1'-0" ® A NOTE: 1.ALL NEW EQUIPMENT SHALL BE PAINTED TO MATCH NEW CONCRETE LIGHT POLE 2.RE-USE(E)LED LUMINAIRE.IF NOT LED,REPLACE WITH(N)LED LUMINAIRE APPROVED BY THE CITY. at&t }�T/OF G(N)ANTENNA/EQUIPMENT SHROUD (N)14"DIA.EQUIPMENT SHROUD W/(1) • - 34'-0"A. .L. (N)ANTENNA,(2)(N)AT&T 2203 RADIO, GL OF N ANTENNA (1)(N)2205 RADIO&(1)FUTURE 2205 ERIC550N 33'-0"A.G.L. RADIO&(1)(N)RAYCAP DISCONNECT SWITCH WITHIN SHROUD 330 COMMERCE,STE.200 B/OF N ANTENNA 32'-O"A.G.L. I RV I N E,CA 92602 RE-USE(E)LED LUMINAIRE, T/OF N LUMINAIRE SEE NOTE 2 28'-0"A.G.L. T/OF E LUMINAIRE B/OF N EQUIPMENT SHROUD 28'-0"A.G.L. 28'-0"A.G.L. M S QU A R `•3 VgNPOLE WIRELESS 28-0 A.G.L. 1387 CALLE AVANZADO SAN CLEMENTE CA 92673(949)391-6824 CONTACT SIGN •(N)ANTENNA SIGNAGE DRAWN BY: DGM CHECKED BY: MM (E)CITY OF NEWPORT BEACH CONCRETE STREETLIGHT (4616)TO BE REMOVED&REPLACED(BY AT&T) C 06/07/2019 100%CONSTRUCTION B 12/12/2018 100%CONSTRUCTION A 11/01/2018 90%CONSTRUCTION REV DATE DESCRIPTION E QR()FESS�Q STREET SIGN }�(E)STREET SIGN 11'-11"A.G.L. 1A.G.L. (E)SIGNS TO BE RELOCATED TO NEW POLE (E)RELOCATED SIGNS o C5 47 Pz m E STREET SIGN (E)STREET SIGN A A.G.L. A.G.L. 8.63"0 9TF Of cpo � :80 (E)HANDHOLE(TYP.) (E)HANDHOLE(TYP.) CONCRETE NEWPORTETL,.H BEACH E POLE FOUNDATION TO BE CONCRETE STREETLIGHT(ID (E) 4616)(BY AT&T) IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY REMOVED&REPLACED(BY AT&T) ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. (N)POLE FOUNDATION(BY AT&T) 0.2 E GROUND LEVEL E GROUND LEVEL 0'-0"A.G.L. 0'-0"A.G.L. SITE ID:NBCST_05A 1090[CS]BAYSIDE DRIVE (SLC4616) NEWPORT BEACH,CA,92660 SHEET TITLE ELEVATIONS .. ... ... ... ... ... .. ... ... ... .. ... .. ... ... ... ... ... ... ... .. SHEET NUMBER EXISTING WEST ELEVATION 14"x17" SCALE: 3/116"-='1'00" ® Z NEW WEST ELEVATION 11Z17" SCALE: 3/1 _ ''-°" Z A-2 11"x17" SCALE: 3/16" = 1'-O" NOTE: 1.ALL NEW EQUIPMENT SHALL BE PAINTED TO MATCH NEW CONCRETE LIGHT POLE 2.RE-USE(E)LED LUMINAIRE.IF NOT LED,REPLACE WITH(N)LED LUMINAIRE APPROVED BY THE CITY. at&t T/OF(N)ANTENNA/EQUIPMENT SHROUD - 34'-0"A.G.L. (N)14"DIA.EQUIPMENT SHROUD W/(1) C/L OF N ANTENNA (N)ANTENNA,(2)(N)AT&T 2203 RADIO, • E R I C5 SON 33'-0"A.G.L. (1)(N)2205 RADIO&(1)FUTURE 2205 B/OF N ANTENNA RADIO&(1)(N)RAYCAP DISCONNECT 330 COMMERCE,STE.200 32 .L. - SWITCH WITHIN SHROUD IRVINE,CA 92602 C/L OF N LUMINAIRE RE-USE(E)LED LUMINAIRE, 28'-0"A.G.L. SEE NOTE 2 C/L OF E.L.LUMINAIRE B/OF N EQUIPMENT SHROUD 28'-0"A.G 28A.G.L. M PO SQUAR L�J T/OF N LE WIRELESS A.G.L. 1387 CALLE AVANZADO SAN CLEMENTE CA 92673(949)391-6824 DRAWN BY: DGM CHECKED BY: MM C 06/07/2019 100%CONSTRUCTION B 12/12/2018 100%CONSTRUCTION A 11/01/2018 90%CONSTRUCTION REV DATE DESCRIPTION E STREET SIGN }�(E)STREET SIGN 11"A.G.L. 11'-11"A.G.L. (E)SIGNS TO BE RELOCATED TO NEW POLE (E)RELOCATED SIGNS �eofESS/ o C5 47 Pz m E STREET SIGN (E)STREET SIGN A A.G.L. 7'-5"A.G.L. 9TFOr cp'oF� (E)HANDHOLE(TYP.) (E)CITY OF NEWPORT BEACH CONCRETE (N)CITY OF NEWPORT BEACH• STREETLIGHT(4616)TO BE REMOVED& CONCRETE STREETLIGHT(ID REPLACED(BY AT&T) 4616)(BY AT&T) "'1Z (N)POLE FOUNDATION(BY AT&T)• IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY (E)POLE FOUNDATION TO 8E ARE ACTING UNDER THE DIRECTION OF A LICENSED REMOVED&REPLACED(BY AT&T) (N)WTR HANDHOLE(BY AT&T)• PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. (N)FIBER BOX(BY OTHERS)• E GROUND LEVEL E GROUND LEVEL i I 0'-0"A.G.L. 0'-0"A.G.L. SITE ID:NBCST_05A 1090[CS]BAYSIDE DRIVE (SLC4616) NEWPORT BEACH,CA,92660 (N)U/G POWER RUN FROM(N)WTR HANDHOLE TO(N)CONCRETE STREETLIGHT(BY AT&T) SHEET TITLE (N)BIG FIBER RUN FROM(N)FIBER HANDHOLE TO (N)CONCRETE STREETLIGHT(BY AT&T) ELEVATIONS SHEET NUMBER EXISTING SOUTH ELEVATION 114"x17" SCALE: 3/1S6"-='1'OC" ® Z NEW SOUTH ELEVATION 24"x36" SCALE: 3/ _ ''-°" Z A-3 11"x17" SCALE: 3/16" = 1'-C" ERICSSON 330 COMMERCE,STE.200 IRVINE,CA 92602 M SQUAR(•j + WIRELESS 1387 CALLE AVANZADO - SAN CLEMENTE CA 92673(949)391-6824 M DRAWN BY: DGM CHECKED BY: MM a Y , C 06/07/2019 100%CONSTRUCTION B 12/12/2018 100%CONSTRUCTION kyy. A 11/01/2018 90%CONSTRUCTION REV DATE DESCRIPTION QRoFESS/O�q WON C5 47 PzCZn �r ) FOF CAUF� STREETLIGHT TO BE REPLACED - _— IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. - -. SITE ID:NBCST-05A 1090[CS]BAYSIDE DRIVE (SLC4616) - - _ NEWPORT BEACH,CA,92660 tiJ SHEET TITLE SITE IMAGE SHEET NUMBER A-4 PROPOSED SITE LOCATION LOOKING NORTHWEST 24" l7" SCALE: NTS 1 x 11"x7" SCALE: NTS COVER FEATURES: •STANDARD LOAD RATING:20,800 LBS.WHEEL LOAD ERICSSON-MICRO RADIO 2205 GALTRONICS G02410416621 PSEUDO OMNI CANISTER ANTENNA ON 10"x20"PLATE MECHANICAL SPECIFICATIONS MECHANICAL SPECIFICATIONS DIMENSIONS(VJxDxH): BRACKETA AND NG FRONT GOING DIMENSIONS(HxD): 24.9x 10 INCHES •2 BOLT DOWN LOCATIONS BRACKET AND ESTHETIC FROM COVER (843x255 mm) •STAINLESS STEEL BOX INSERTS VOLUME AND WEIGHT: 4 LITRES AND<4 kg S.82 Ibs) MOUNTING: WALL AND POLE MOUNT WEIGHT EXCL MOUNTING BRACKETS: 1].21ba(9 kg) ���� •POLYMER CONCRETE CONSTRUCTION NO.OF CONNECTORS 10X4.3-10 DIN FEMALE •NON-SKID SURFACE STANDARD LIFT PINS(2 PL) INTERFACE PORTS CONNECTOR TYPE& 4X4. 0DIN FEMALE ANTENNA PORTS: 2 x 2.5-10(F) — •20K TO BE EMBOSSED ON COVER ,xY 2� 7.87 7.a7^ 4.64" 6 FREQUENCY BAND[MHzI: (1895-2360)MHz CPRI: 2 x 2.515I10 Gbps(EXCHANGEABLE SFP •APPROXIMATE WEIGHT=120 LBS. ti MODULES) O 4X4.3-10 DIN FEMALE OPTICAL INDICATORS: 6 O 10 O (3550-3]A)MHz __ EXTERNAL ALARM: 2 2%4. 0 DIN FEMALE _ FIELD GROUND: 1 0 • 2 (515-50)MHz BOLT DOWNS(2 PL) _-- o u ® 1 MAX WIND SPEED: 50 mpb ELECTRICAL SPECIFICATIONS: COVER FEATURES: = 2"x8"NAMEPLATE - RADOMEMATERIAL ASA POWER SUPPLY: -0B VCD OR 100-250 VAC • POLYMER CONCRETE CONSTRUCTION RECESS(1PL) POWER OUTPUT: 97 WATTS MAX OO .O SHIPPING DIMS(UMD): 30'X19'%19•(]62x4&3xd83Hnm MAX HEAT II WATTS NON-SKID E"icsmu � O D GROSS SHIPPING WEIGHT: 26165(12kg) doe • LIGHTWEIGHT (STANDARD) MINIMUM AD FUSE RATING: fiAMP 3 O O • STACKA. E FOOTIGHT PART NO.GW41(-0621-11(GRAY) • APPROX.WEIGHT 188 LBS. z,?\ FRONT BACK SIDE PART NO. N MYNI)PART NO.GQ2410-O21 B11(CH ERICSSON 7.87" BOTTOM 330 COMMERCE,STE.200 IRVINE,CA 92602 3/8"x3"HEX BOLT o (2 PL EA END) $ L 10.0" TOP FRONT 9x (OR APPROVED EQUAL) w�g11 " 4 M SQUAR J • WIRELESS, HANDHOLE 24"X36" SCALE: NTS 7 ERICSSON - RADIO 2205 24"%36" SCALE: NTS 4 GALTRONICS OMNI ANTENNA 24"x36" SCALE: NTS 139L CALLE AVANZADO 11"x17" SCALE: NTS 11"x17" SCALE: NTS 11"x17" SCALE: NTS SAN CLEMENTE CA 92873(949)391-8824 ELECTROMATE RAYCAP RSCACS53&P-120.0 ERICSSON-MICRO RADIO 2203 - HINGED 3R ENCLOSURE MECHANICALSPECIFICATIONS ELECTRICAL MECHANICAL DIMENSIONS(MDxH): 7.8]•x3.94'IS1,INCLUDING MOUNTING DIMENSIONS: CONNECTION TERMINAL COMPRESSION LUG N-#14 AWG(13-2MM2) BRACKET AND ESTHETIC FRONT COVER SURGEPROTECTIONDEVICE(SPD)TYPE TO UL STRIKESORB 30-A TERMINAL BLOCK#1 O- AWG(6-S14MM2) VOLUME AND WEIGHT: 4 LITRES AND�4.5 kg(9.92 Ibs) A 12" NUMBER OF CIRCUITS PROTECTED:4 ENVIRONMENTAL INGRESS MOUNNNG: CPOLEMOUNT SURGE PROTECTIVE DEVICE(SPD)TYPE PER UL 14494TH EDITION: PROTECTION gP)RATING: NEMA. B 12" TYPE2COMPONENTASSEMBLY OPERKrONTEMPERATURE: DC)-00°CTO a80°C DRAWN BY: DGM SURGE PROTECTION DEVICE(SPD)CLASS TO IEC 61 11:CLASS II INTERFACE SPECIFICATIONS: STORAGE TEMPERATURE: (°C)-]0°CTO 180°C C 6" NOMINAL OPERATING VOLTAGE IUM:120V ENCLOSURE TYPE _ 7.87" 7.B7" 3.94" ANTENNA PORTS: 2x4.3-10(F) NOMINAL DISCHARGE CURRENT IIM PER ILLXI PER 14494TH EDITION:20 KA I20 MS f� fiYCARBO­ UL­RATEDr CPRI: 2x 2.515/10 Gbps(EXCHANGEABLE SFP MAXIMUM DISCHARGE CONTINUOUS ORENT[NGVOI_ERIE[Ug(MCOV)KA Bf20 MS UTDENCLOSURE RDIMEN ION: (L 9W H&N-X 5A6^X 10.08'• 1 'III '� MODULES) CHECKED BY: MM MAXIMUM CONTINUOUS OPERATING VOLTAGE IUCI1—V)150V [21]^128•256 MM1 OPTICAL INDICATORS: 6 VOLTAGE PROTECTION LEVEL IUPI PER IEC 81843-11:]OOV WEIGHT: 2.25 LBS[1.02KGI VOLTAGE PROTECTION RATING NPR):20 KA 8120 EXTERNAL ALARM: 2 SUPPRESSION TECHNOLOGY:MOV FIELD GROUND: 1 PROTECTION MODES(DUAL MODE):LINE TO NEUTRAL,NEUTRAL TO GROUND j� ELECTRICAL SPECIFICATIONS: e,eu,,.m,z.¢zeuz.,,.mos,iz�zcezn,.zov,¢�zcez,w. POWERSUPPLY: 48 VCD OR 100-250 VAC S r S POWER OUTPUT: 97 WATTS MPX 10.28" ewcsso" OO QO M XHEAT SUISERIONNG' 6AMPTTS NIMIM 8.59" FRONT BACK SIDE Q C 06/07/2019 100%CONSTRUCTION 7.g7• B 12/12/2018 100%CONSTRUCTION A 11/01/2018 90%CONSTRUCTION - v m - REV DATE DESCRIPTION � a O ® NPT 1"GLAND CAN BE REPLACED BY TOP CONDUIT FITTING B C FRON7 SIDE BOTTOM M40 GLANDS CAN BE REPLACED BV 1 1/4"NPT CONDUIT FITTINGS eoFESS/Qi�q s.2s^ o C5 47 Pz m SCE UN-METERED FUSED PANEL 124"x36" SCALE: NTS 1"x17" SCALE: NTS 8 RAYCAP DISCONNECT 11 X17 SCALE NTS 5 ERICSSON - RADIO 2203 24"x36" SCALE: NTS A 11"x17" SCALE: NTS 2 OF cm_�F 9TF SQUARE-D AVAILABLE FROM EXCEL SIGN AND DECAL: DDNDEALFAB CONCEALMENT POLE TOP ECCENTRIC HINGED 3R ENCLOSURE MECHANICAL SPECIFICATIONS # D221 NRB http://www.weneedsigns.com/home.php?cal+1135 AND CLICK ON AT&T DIMENSIONSIWxDxH): 65•x011 EA5 DIMENSIONS: PH:510-651-0445 MOUNTING: MOUNTS TO TOP OF POLE [ A 7.75" N01-DC-16 1"X6"NOTICE DECAL VII B 9.63" "For 1 Foot Distance"VINYL DECAL WITH ADHEDSIVE BACKING ®" IraIA SHmDa C 3.75" r} IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY �f ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. n �wgaFrsP4� SITE ID:NBCST_05A NOTICE U *�r'a 1090[CS]BAYSIDE DRIVE (SLC46 `I 1 RF energy emitted by this device may exceed the FCC's general �I. � g��5 NEWPORT BEACHH,, CA,92660 public exposure limits.Stay at least 1 foot away from the device. W.ria o rxi BAOq ON OCali 800-638-2822 for help if you need access within>foot MYCJ!p4�pNH_q—I SHEET TITLE y'• DETAILS B Place 3 NOTICE sticker at the bottom of the front of ' iRCPW®SCE ANARPI z'• the radome of each antenna. °"""" D�LOE�FOE ti`: 1&r orHBal - SHEET NUMBER ..,.,--YArowv�vr F•DuvwT oa n'�i oE1vi� ::`: B1P LAB 6ONc aL V E/I D_1 AT&T MOBILITY FUSED DISCONNECT 14 11""x17" SCALE: NTS 9 OMNI ANTENNA DISCLAIMER LABEL 24"%36" SCALE: NTS 6 EQUIPMENT SHROUD 24"x36" SCALE: NTS 3 x17" SCALE: NTS 11"x17" SCALE: NTS HOR RODS NI WITH190'XHOOK &O POLE PER PLAN 4" PROJ. 55 KSI) 2 NEW CONDUfIS AND UNDERGROUND FALJUMS IN THE ROADWAY SHALL 8E INSTALLED ADJACENT (MIN. HANDHOLE ���� OR aDs£sr As POssIeLE TO THE EXISTING EDGE OF GUTTER OR CURB IF THE PRApOSED CONDUIT TRENCH IS IN TRAFFIC LANE ADJACENT TO THE EXISTING EDGE OF GUTTER OF CURB, CONCRETE APRON PVC CONDUIT STUBBED UP - COLD PLANING AND PA V£AIENT RESURFACING KILL BE REQUIRED FROM THE NEAREST LANE LINE ADJACENT TO HAND HOLE, OF IHE PROPOSED TRENCH TO THE EXISTING EDGE OF GUTTER OR CURB. AF THE TRENCH WORK NO TES FINISHED GRADE NUMBER AND SIZE AS REQUIRED IS IN A TRAFFIC LANE BETWEN TRAFFIC LANES THE CONTRACTOR WILL BE REQURED TO COLD 1• ANY SIDEWALK REMOVALS MUST BE REPLACED IN FULL PANELS IN ADDITION, NQ GAP - SEAL WITH PLANE AND RESURFACE THE ENTRE TRAFFIC LANE THE TRENCH OPENING SHALL Of A ANY EXISTING CITY JAIPRDV£M£NTS/FACILITIES DAMAGED DURING T11£ NON-SHRINK LEVELING GROUT MI AN OF R FROM THE ENTADJAf TRAFRC LANE. IN R IS DAMAGED IF D TRENCH WORK O ETHEND5 CONSTRUC77ON SHALL BE REPLACCEED PAIRED AT THE APPLICANT'S EXPENSE. WTD ANY PORTION OF AN ADJACENT TRAFFIC LANE OR IS DAAfACED AS A RESULT OF THE I� CONTRACTORS WORK OR IS US5 THAN 5'FROM AN EXISTWC UTILITY TRENCH, THE CONTRACTOR 2. SIDEWALK SHALL BE RESTORED WTHIN ONE WEK OF INSTALLATION OF WILL 14E REQUIRED TO COLD PLANE AND RESURFACE THE ENTRE TRAFFIC LANE. FACI COLD PLANE EX7SnNG PA V£AIEN T(2"AI/N. DEPTH) o 4p q q AND RESURFACE JOIN FLUSH NTH EX STREET q PAVEA►ENT FAR ENTIRE LANE AND RESTRIPE 2E RI C55flN TRAFFIC LANESIUARKWGS OF ENTIRE LANE I WHICH TRENCHING OCCURS AND ANY CIRCUIT CONDUCTORS & 330 COMMERCE,STE.200 OTHER LANE DAMAGED AND TRAFFIC LOOPS] CONDUIT TO NEXT POLE, TYP., IRVINE,CA 92602 DURING COONSTAVC77ON SEE NOTE 4 FULL LANE MOTH - #3 HORIZ. TIES AT 12" O.C. (PARKING LANE OR DRIVE) MIN 3,000 PSI TYPE 2T74'f' CINDS'CTIM CH II CONCRETE REPLACE SIDEWALK .2 PER STL7-1Li0-L M SQUARES& MIN I WIRELESS VARIABLE - # ( ) SAN CLEMENTE CA 92873(949)391$84 ,*N FLUSH 4 �^'7 EX CURD& WAR 12 5 BARS VERT. 60 K51 fX. FRB RB TIER x z PA WMENT . I (4) 1"0 X 36" ANCHOR RODS W/ 90- HOOK (MIN 55 KSI) DRAWN BY: DGM /2 --•' REPLACE PITH 1' I I raj #3 HORIZ. TIES @ 12" O.C. I-Tr` AWN' TH17ER A.C. THAN ___ O CHECKED BY: MM EX. A.C. SECTION PIPE IDDINC AND POLE BASE PLATE LOCATION SAMFkL PER SM.-106-L. N P+PE BEDDING AND (CLWPAC77ON 95%MW J OR AS DETERMMO BY THE I I - o ..0 12 — #5 BARS VERT. (60 KSI) BACKRU PER 50 106—L. ry 1-112'AI FIELD ENGINEER I� 1� MIN 3,000 PSI TYPE II CONCRETE OR AS N G%M BY TILEIr FIELD E f 11 COT fx CITY OF NEWPORT CONCRETE NOTES: C 06/07/2019 100%CONSTRUCTION BEACH UALIUES 1. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO CHAPTER 19 (EJ, SEKER/WATER) OF THE CBC AND TO ALL REQUIREMENTS OF THE CURRENT EDITION OF ACI 318, B 1212/2018 100%CONSTRUCTION YARMOT "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE". A 11/01/2018 90%CONSTRUCTION 5',WIhI 2. MIX DESIGN REQUIREMENTS: REV DATE DESCRIPTION 2.A. CEMENT SHALL BE TYPE II 2.B. COMPRESSIVE STRENGTH = 3,000 PSI NOTE• STREETS/ALLEYS RECENTLY(LAST 5 YEARS) SLURRIEDIVESURFACED/BUIL T SHALL 2.C. MAXIMUM WATER/CEMENT RATIO (W/CM) SHALL BE 0.50 REQUIRE EXTENSIVE PAVEWNT RESTORATION TO BE DETERAIRNED BY 7HE FIELD ENGINEER 3. ALL REINFORCING STEEL SHALL BE SECURED IN POSITION AND INSPECTED BY THE 5�2A72 BUILDING OFFICIAL PRIOR TO PLACING CONCRETE. REWSW 4. FOR FIBER CONDUIT, STUB OUT FROM FOUNDATION AWAY FROM STREET SIDE FOR FUTURE FIBER HANDHOLE INSTALLATION. QROFESS/pN 5. ALL INTERNAL COMPONENTS, ANCHOR BOLTS, REBAR, PLATES ARE TO BE EPDXY �O p. Wti9YF CITY OF NEWPORT BEACH DRAWING STD-105—L—C CITY OF NEWPORT BEACH DRAWING STD—105—L—D COATED OR GALVANIZED o C5 47 o m ROADWAY TRENCH DETAIL 111"x17" SCALE: NTS 4 PARKWAY TRENCH DETAIL 11 x17" SCALE: NTS 3 NEW FOUNDATION 24"x36" SCALE: NTS ) z A 11"x17" SCALE: NTS s, _ OF CA1-�FO� 5" IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY AT&T TOWERS ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. . In case of Emergency Contact E-mail:atttowers@att.com Phone:(877)231-5447 Stay Back Please Reference Site ID SITE ID:NBCST_05A Radio-frequency energy Site ID cRAH_RLos_Nscs_oos 1090[CS]BAYSIDE DRIVE may exceed exposure limits. FCC ID 0 (SLC4616) If questions,contact facility owner. NEWPORT BEACH,CA,92660 0 0 OWNER / OPERATOR NOTE: ANTENNA SIGNAGE: SITE ID LABEL TO BE AFFIXED AT OR NEAR THE POINT OF ON WOOD POLES — SIGN ON ALUMINUM WITH SS SCREW TO THE POLE POWER CONNECTION WITH TZeS241 LABELING TAPE OR SHEET TITLE ON METAL POLES — ADHESIVE VINYL OR PLACARD STRAPPED WITH SS TIES EQUIVALENT BLACK ON WHITE LABELING TAPE OF AT LEAST ON CONCRETE / COMPOSITE — PLACARD STRAPPED WITH SS TIES 18mm WIDTH WITH EXTRA—STRENGTH ADHESIVE. USE ANY DETAILS SIGN PLACEMENT: COMPATIBLE P—TOUCH LABEL MAKER. TEXT SHOULD BE AFFIX TO THE STRUCTURE 3-4' BELOW THE COMMERCIAL RE ANTENNA(S) PRINTED IN ALL CAPS WITH A MINIMUM HEIGHT OF 1/2". SIZE APPROX. 8" x 5" SHEET NUMBER ANTENNA SIGNAGE EMERGENCY CONTACT SIGN D-2 NOT USED 24"x36" SCALE: NTS 6 POLE MOUNTED SIGNS 24"x36" SCALE: NTS 11%17" SCALE: NTS 11"x17" SCALE: NTS 2 FOR REFERENCE ONLY 4I I t at&t N n 014.00 34'-0"— 33-0"— ANTENNA CENTERLINE COBRA LUMINAIRE, 32'-0" BOTTOM OF ANTENNA STYLE AS REQUIRED ERICSSON 330 COMMERCE,STE.200 -0„ IRVINE,CA 92602 G � G 27-1 l" TR SHROUD$ M SQUARAcrri•j WIRELESS $•_0 �� 1387 CALLE AVANZADO SAN CLEMENTE CA 92673(949)391-6824 F F 8 63 14"DIAMETER SHROUD uDRAWN BY: DGM CHECKED BY: MM TYPICAL ANTENNA SHOWN VENTS E E (ACCOMMODATES UP TO f� 13.75"DIAMETER) (BY OTHERS) C 106/07/2019 1100%CONSTRUCTION B 12/12/2018 1 100%CONSTRUCT!ON A 11/01/2018 90%CONSTRUCTION REV DATE DESCRIPTION D D DUAL ERICSSON 220X RADIO PROPOSED (BY OTHERS) DISCONNECT DUAL ERICSSON (BY OTHERS) 220X RADIO RAYCAP (BY OTHERS) DISCONNECT 6,$„ - BY OTHERS) c c PROPOSED METER (B Y OTHERS) T IS VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION OFALICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. B O— a SITE ID:NBCST-05A CAST-IN-PLACE CONCRETE 1090[CS]BAYSIDE DRIVE FOUNDATION,DIMENSIONS SCALE 1 ;20 (SLC4616) DEPEND ON SPECIFIC NEWPORT BEACH,CA,92660 APPLICATION /1I DO NOT 14"X 72'POLE TOP SHEET TITLE CanceafFat xA<EDYY� -CEJ SHROUD DAVIT POLE. �jAF CpIImid,,, 30'LUMINAIRE POLE DETAILS 1WFE[4RaLMWt DNIE NSIONS ARE IN INCHES A«: A :NEFIFL'E. SMEET: AD IDDSRRII CAwO RI�IIod99�YtK I 71MPW" 1:35 B �OF 1 Sn U!S�[.�iF�'fAU'b,C]Al NAME'S [MiE: PROPROARYINFORMA710N MODELE 8Y• OBC 10/30/18 -A --- SHEET NUMBER !R[,RERROOUCTON,D4 DlSCa0,9iJRf 5sue.ccrio RaTm�nous sFL EaRIM DRAWN BY: OBC O 1319 (7O/7'jQ❑ S-1 �NON06TORME•CMI 5nN1i5.ND 21 1 ] 1 J`]/ / �ERFYiENi LCHiRALTUPL OOOJNfNLS. Cf CCX.ED BY; K,4B 02/14/19 o W+l[wxedfoh tap-N gpM R •e4 4 3 2 1 NOTE: EXOTHERMIC WELD CONNECTIONS 0 NOTE: ALL GROUND CONDUCTORS TO BE #6 UTILITY DESIGN AND RUNS ARE PRELIMINARY. PENDING THHN/THWN GREEN STRANDED COPPER MECHANICAL TYPE CONNECTIONS 0 FINAL DESIGN FROM UTILITY PROVIDERS UNLESS OTHERWISE NOTED OR REQUIRED BY EQUIPMENT MANUFACTURER. GROUNDING BAR 0 e (1) NEW 2205 RADIO & ACaR NEW ANTENNA at&t • D-1 D-1 • AC SOURCE (1) FUTURE RADIO • EIITTHER B2DORRB66AARE SAME BAND, pi (2) NEW 2203 RADIO AWS/PCS/WCS 5GHz RRH-3: (LAA), 2T2R MECHANICAL • USE OF DOUBLE MOUNTING BRACKETS a a a a a a CPRI CASCADING RRH-1/RRH-2 CONNECTION, TYP. + + + 44 (1) NEW 2205 RADIO & / / D-1 (1) FUTURE RADIO - D1 (2) NEW 2203 RADIO - NEW #18 AWG ERICSSON THHN/THWN STRANDED 330 COMMERCE,STE.200 DOUBLE DOUBLE IRVINE,CA 92602 MOUNTING MOUNTING THWN GREEN-,, THHN BRACKET RRH-1 RRH-3 BRACKET NEW # / 2203 B2 OR B66A 2205 B46 STRANDED GROUND FROM OPR/QC OPR QC EQUIPMENT TO GROUND BUS PSU PSU . NEW GROUND D1 NEW RAYCAP DISCONNECT WITH M SQUAR(•J FIBER BUS BAR RRH-2 INTEGRATED SURGE PROTECTION t WIRELE S SB2 OR B66A OPR/QC NEW DISCONNECT O O 1387 CALLE AVANZADO WITH INTERGRATED P SAN CLEMENTE CA 92873(949)3918824 D1 SURGE PROTECTION FIBER AC CABLE AC CABLE 9 NEW AT&T D-1 DISCONNECT Ac cABLE 9 NEW AT&T D1 DISCONNECT DRAWN BY: DGM FIBER CHECKED BY: MM -T 3 NEW SCE D1 UN—METERED FUSED PANEL AC CUT-OFF SWITCH 6 NEW SCE FIBER NEW #6 THHN/THWN D-1 UN—METERED DEMARCATION GREEN COPPERINNDED FUSED PANEL BOX/SPLICER Ac souRCE COATED MAIN GROUND CONDUCTOR/RISER C 06/07/2019 100%CONSTRUCTION B 12/12/2018 100%CONSTRUCTION EXOTHERMIC WELD NEW 1" SCH-80 PVC CONDUIT; A 11/01/2018 90%CONSTRUCTION #12 AWG THHN/THWN STRANDED DARK FIBERS CONNECTION TO NEW REV DATE DESCRIPTION TO/FROM HUB GROUND ROD NEW 5/8"0 x 8'-0" — NEW 120V POWER SERVICE COPPER—CLAD STEEL GROUND ROD I eofEss/pNq EXISTING POWER SUPPLY , P w119�l<1� o C5 47 Pz m PICO PLUMBING DIAGRAM 11.17' SCALE: NTS 5 GROUNDING SCHEMATIC 11 x36.. SCALE: NTS 3 SINGLE LINE DIAGRAM 11%17 SALE: NTS 1 A 11"x17" SCALE: NTS or cpo� STRIKESORB 120V a PROTECTION I IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY DISCONNECT SWITCH ARE ACTING UNDER THE DIRECTION OF A LICENSED IfYF11L PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. mQ _ W SITE ID:NBCST_05A p1 CONNECTION FOR POWER IN 1090[CS]BAYSIDE DRIVE 4 (SLC4616) 1' JUMPER GROUND NEWPORT BEACH,CA,92660 O CONNECTIONS DEAD-FRONT FOR LIVE 7 AMP CIRCUIT BREAKERS COMPONENTS SHEET TITLE ELECTRICAL DETAILS CHASSIS GROUND CONNECTION SHEET NUMBER E-1 NOT USED 11%36" SCALE: NTS 6 NOT USED 24"x17" SALE: NTS 4 BREAKER SCHEDULE 24"x36" SCALE: NTS 11"x17" SCALE: NTS 11"x17" SCALE: NTS 11%17" SCALE: NTS 12