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HomeMy WebLinkAboutExhibit D - Plans OCCST_008 SITE NAME: OCCST 08A SITE NUMBER: CRAN RLOS OCCST 008 at&t PROJECT: CRAN/ SMALL CELL/ MICRO USID: 213392 PACE: MRLOS053101 ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE E R I CS SON WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE PLANS IS TO BE 330 COMMERCE,STE.200 CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES. IF USING 11"x17"PLOT,DRAWING WILL BE HALF SCALE IRVINE,CA 92602 1. 2016 CALIFORNIA ADMINISTRATIVE CODE 2. 2016CALIFORNIA BUILDING ELECTRICCOD ' CONSTRUCTION DRAWING 3. 2016 CALIFORNIA ELECTRIC CODE S�ftwool 4. 2016 CALIFORNIA MECHANICAL CODE 5. 2016 CALIFORNIA PLUMBING CODE sft�mwooi 6. 2016 CALIFORNIA FIRE CODE at&t 7. ANY LOCAL BUILDING CODE AMENDMENTS TO THE ABOVE THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS&AUTHORIZE B. CITY/COUNTY ORDINANCES THE SUBCONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN.ALL 9. NEC,NATIONAL ELECTRIC CODE DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT&MAY IMPOSE r7 10. CALIFORNIA TRAFFIC CONTROL LANE CLOSURES MUTCD CHANGES OR MODIFICATIONS. M S QU A R 1• HANDICAP REQUIREMENTS: WIRELESS APPROVED BY INITIALS: DATE POLE TYPE: (N) CONCRETE LIGHT POLE FACILITYIS UNMANNED AND NOT FOR HUMAN HABITATION.HANDICAPPED ACCESS 1387 CALLE AVANZADO NOT REQUIRED IN ACCORDANCE WITH CALIFORNIA ADMINISTRATIVE STATE CODE SAN CLEMENTE CA 92673(949)3918824 PART 2,TITLE 24,CHAPTER 11 B,SECTION 1103B. AT&T RF ENGINEER: CODE COMPLIANCE POLE I D #: 1243 AT&T OPERATIONS: SITE ACQUISITION MANAGER: THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.A TECHNICIAN WILL LATITUDE/LONGITUDE: 3 3.6 2 7 0 7 5, 117.9 3 24 2 4 PROJECT MANAGER: VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE.THE PROJECT WILL NOT ZONING VENDOR: DRAWN BY: DID RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE;NO SANITARY SEWER SERVICE,POTABLE WATER,OR TRASH DISPOSAL IS REQUIRED AND NO SITE ADDRESS: 320 [CS] SUPERIOR AVENUE LEASING VENDOR: COMMERCIAL SIGNAGE IS NEW. CHECKED BY: MM CONSTRUCTION MANAGER: GENERAL NOTES (SLC1243), NEWPORT BEACH ,CA 92663 A/EMANAGER: PROPERTY OWNER: UTILITY MANAGER: Dig Alert AREA MAPS APPROVALS 0 451 Know whars below. -I ,«a C 06/07/2019 90%REVISION QCall before you dig. _ >v- w lern sr •r $ B 10/08/2018 90%REVISION _ - CALFORNIA SOUTH - v�o AT&T PROPOSES TO INSTALL A NEW WIRELESS INSTALLATION LOCATED IN THE PUBLIC RIGHT CaII Two Working Days Before You Dig1 '"�""' S„�+- a OF WAY TO(N)CONCRETE LIGHT POLE. A 09/27/2018 90%CONSTRUCTION 811/800-227-2600 _ .' Tmder Jp !I. 4 REV DATE DESCRIPTION •�, y THE SCOPE WILL CONSIST OF THE FOLLOWING: •r Y r .r w,7rh la f"ws r ` AT&T TO REMOVE (1) EXISTING CITY OF NEWPORT BEACH CONCRETE STREETLIGHT DIG ALERT a p Sik a'0 r AT&T TO INSTALL (1) PEDESTAL BASED MONOPOLE WI LUMINAIRE AT&T TO INSTALL (1) NEW AT&T RRUS 4415 pF E55rfl7A,,, ATBT TO INSTALL (1) NEW AT&T RRUS 4449 B13 A-W��r`Y�( '� ' l ti� g. •" ` AT&T TO IN (1) NEW AT&T OMNI-DIRECTIONAL ANTENNA �{,. "Tf7 r w 56c1 AT&T TO INSTALL (1) NEW TCE FUSED DISCONNECT 4 P PUBLIC/PRIVATE: PUBLIC RIGHT-OF-WAY J �{! '� 0 S 320[CS]SUPERIOR AVENUE AT&T TO INSTALL (1) NEW RAYCAP DISCONNECT SWITCH � ❑ 2 ADDRESS: T ;v- y v (SLC1243), ` AT&T TO INSTALL (1) NEW HANDHOLE fn NEWPORT BEACH,CA 92663 S`I ^ LL((�� 7 APPLICANT: AT&T si " LJ LJ r �csdi o MohiM Park r 'yam ADDRESS: 1452EDINA92780 ~ sy PROJECT DESCRIPTION TUSTIN,5 92780 rt' Hlwpon He wpm LATITUDE(NAD 83): 33.627075 LONGITUDE E 93): 2424 LAT/LONG TYPE: NAD 83 GROUND ELEVATION(NAVD B8) t1oo ��°a SHEET NO: SHEET TITLE ��OF CA4�F� JURISDICTION: CITY OF NEWPORT BEACH d ¢lam t CURRENT ZONING: PUBLIC RIGHT OF WAY r aI P boan d r." T-1 TITLE SHEET FiosFifol Prc�bylenjoag an � -{ .}� PROPOSED USE: UNMANNED TELECOMMUNICATIONS '� •?� '�Y p ' ,f q1 GIN GENERAL NOTES A-1 SITE PLAN IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY POWER COMPANY: SCE .y �Hewporl Bearic C4 - ,f' ARE ACTING UNDER THE DIRECTION OF A LICENSED ADDRESS: 1INNOVATION WAY �sF - +Wr car ,�P A-2 ELEVATIONS PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. POMONA,CA 91768 l _ - AJ ELEVATIONS N A-4 SITE IMAGE PROJECT SITE INFORMATION i .� � � .,� � ® D-1 DETAILS 'i D-2 DETAILS SITE ID:OCCST 08A - �• ,� �.�.� s-1 POLE DETAILS 320[CS]SUPERIOR AVENUE 5 E-1 ELECTRICAL&GROUNDING DETAILS (SLC1243) PROJECT MANAGER: ENGINEER: '- - M SQUARED WIRELESS M SQUARED WIRELESS , NEWPORT BEACH,CA,92663 1387 CALLE AVANZADO 1387 CALLE AVANZADO SAN CLEMENTE,CA 92673 SAN CLEMENTE,CA 92673 VICINITY MAP LOCATION MAP SAC/ZONING/PERMITTING: SENIOR TECHNICAL PROJECT MANAGER: M SQUARED WIRELESS AT&T SHEET TITLE 1387 CALLE AVANZADO 1452 EDINGER AVE. SAN CLEMENTE,CA 92673 TUSTIN,CA 92618 DIRECTIONS FROM AT&T OFFICE: D RAW I N G INDEX RF ENGINEER: CONTACT:TED SUEKAWA DESTINATION WILL BE ON THE DIRECTION ARE TAKEN FROM 320[CS]S PERIOR AV NUE(S CI1243),NEWPORT BEACH,CA 92663 TITLE SHEET AT&T EMAIL:TS4994@ATT.COM 1452 EDINGER AVE. 1452 EDINGER AVE. TUSTIN,CA 92780 TUSTIN,CA 92618 1. TURN LEFT ONTO EDINGER AVE CONTACT:KARLO DAVINAGRACIA 2. TURN LEFT ONTO THE STATE RTE 55 S RAMP SUBCONTRACTOR SHALL VERIFY ALL PLANS&EXISTING DIMENSIONS&CONDITIONS ON EMAIL:KD270J@ATT.COM 3. MERGE ONTO STATE RTE 55 S THE JOB SITE&SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY SHEET NUMBER 4. TURN RIGHT ONTO HOSPITAL RD DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. 5. TURN RIGHT ONTO SUPERIOR AVE 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 RUN Mu" 5/8"X 1U-G-,CU.GNO ROD IN TEST WELL 30" 2.PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A DIAGRAMMATIC =� EXISTING ANTENNA O (E)BRICK MIN.BELOW GRADE. OUTLINE ONLY,UNLESS NOTED OTHERWISE.THE WORK SHALL INCLUDE FURNISHING . T/E POWER/TELCO RUN MATERIALS,EQUIPMENT,APPURTENANCES AND LABOR NECESSARY TO COMPLETE ® GROUND ROD (E)MASONRY CHEMICAL GROUND ROD ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS.a I G G GROUNDING CONDUCTOR (XIT GROUND ROD) xat&t �— GROUND BUS BAR CONCRETE 3.FIR AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS,FIELD CONDITIONS OR TO THE SUBMISSION OF BIDS,THE CONTRACTORS SHALL VISIT THE JOB ' SI CADWELD CONNECTION AND DIMENSIONS,AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS • MECHANICAL GRIND.CONN. 0 EARTH GROUNDING CONDUCTOR 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 CONDUIT UNDERGROUND 4.THE CONTRACTOR SHALL OBTAIN,IN WRITING,AUTHORIZATION TO PROCEED ❑ ® PLYWOOD , HALO 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. - ft CIRCUIT BREAKER 5.THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN - ELECTRIC BOX WOOD CONT. ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY 0p SAFETY SWITCH,2P-24OV-60A W160A FUSES,NEMA 3R INDICATED OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS TAKE ENCLOSURE,SO D CATALOG NO.H222NR6 PRECEDENCE. TELEPHONE BOX � WOOD BLOCKING MQ UTILITY METER BASE E R I C5 SON MANUAL TRANSFER SWITCH,2P-240V-200A,NO FUSE, 6.ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT } LIGHT POLE STEEL =H NEMA3RENCLOSURE O ACCORDANCE WITH SHALL GI APPEAL NOTICES ES AND COMPLY LLLAWSND INANCES. 330 COMMERCE,STE.200 r� TRANSFORMER CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, LIGHTING FIXTURE,FLUORESCENT,10.94"x 4'-0",2/40W, ORDINANCES,RULES,REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC I RV I N E,CA 92602 CENTERLINE AUTHORITY REGARDING THE PERFORMANCE OF THE WORK.MECHANICAL AND ® FND.MONUMENT ® SURFACE MOUNTING TYPE,HUBBELL LIGHTING CATALOG ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE PROPERTY/LEASE LINE #WSW232T [T] STEPDOWN TRANSFORMER MUNICIPALAND 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 GROUND TYPE,HUBBEL CATALOG#5362 BEST SKILLS AND ATTENTION.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE LIGHTING FIXTURE,HIGH PRESSURE SODIUM,1/7OW,WALL SET POINT L1 FOR ALL CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES AND 1 WORK POINT MOUNTING TYPE,HUBBELL LIGHTING CATALOG#NRG-307 PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE r7 OR /5OW,HUBBELL LIGHTING CATALOG#NRG-121 s TGGLE SWITCH,IP-125V-15A, M SQUAR L•„ HOUBBELL CATALOG#HBL 1201 CN CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE IMPLEMENTATION 1 REVISION - -- -- - - GROUND CONDUCTOR I EXIT SIGN,THERMOPLASTIC LED,SINGLE FACE,UNIVERSAL ENGINEER AND WITH THE LANDLORD'S AUTHORIZED REPRESENTATIVE. W I R E L E S S p KO MOUNTING,WBATTERY PACK,HUBBELL LIGHTING CATALOG #PRB S TOGGLE SWITCH,1P-120V-15A,"WP" 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 GRID REFERENCE A C MBINATION,EXIT SIGN&EMERGENCY LIGHTING, COAXIAL CABLE WR CODE APPROVED MATERIALS. SAN CLEMENTE CA 92673(949)39"824 ou OVERHEAD SERVICE EXIT HUOBBELL LIGHTING CATALOG#PRC IONIZATION SMOKE DETECTOR W/ALARM 9.PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN X DETAIL REFERENCE CONDUCTORS � n SO HORN&ON CONTACT,120 VAC, 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE u X CHAIN LINK FENCING EMERGENCY LIGHTING,2/50W,HUBBELL LIGHTING CATALOG GENTEX PART NO.710OF PROJECT AREA DURING CONSTRUCTION. #HE6-50-2-R91 POLE 10.DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN.MINOR MODIFICATIONS X �,niav—anio.>— MAYBE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS,AND SUCH ELEVATION REFERENCE OVERHEAD TELEPHONE/OVERHEAD POWER ^ LIGHTING FIXTURE,INCANDESCENT,MOUNTING TYPE,HUBBELL LIGHTING CATALOG 1 CATALOG WALL MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. I LJ #BRH-100-06-1 - (N)POLE MOUNTED XFMER DRAWN BY: DID— OVERHEAD TELEPHONE LINE 11.REPRESENTATIONS OF TRUE NORTH,OTHER THAN THOSE FOUND ON THE PLOT OF X SECTION REFERENCE oxr oM SURVEY DRAWING(SHEET LS7 OR SHEET C-1),SHALL NOT BE USED TO ELI LIGHTING FIXTURE,HALOGEN,QUARTZ,1/30OW,HUBBELL 0 (E)POLE MOUNTED XFMR IDENTIFY OR ESTABLISH THE BEARING OF TRUE NORTH AT THE SITE.THE —oxP oxP— OVERHEAD POWER LINE LIGHTING CATALOG#QL-505 CONTRACTOR SHALL RELY SOLELY ON THE PLOT OF SURVEY DRAWING AND ANY CHECKED BY: MM SURVEYOR'S MARKINGS AT THE SITE FOR THE ESTABLISHMENT OF TRUE NORTH, E POWER RUN (N)PAD MOUNTED XFMER AND SHALL NOTIFY THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK IF LY'( LIGHTING FIXTURE,1/175W.METAL HALIDE,HUBBELL CAT ANY DISCREPANCY IS FOUND BETWEEN THE VARIOUS ELEMENTS OF THE WORKING F/P FIBER/POWER 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 90%REVISION A.B. AN A AMCHOR BOLT E.N.PERE EMT. EDGE NAIL MTG MOUNTING T.ELECTRICAL METALLIC TUBING MTD. MOUNTED T.O.F. TOP OF FOUNDATION O.P. TOP OF PLATE(PARAPET) RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE B 10/08/2018 90%REVISION . PROPERTY.LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, ABV. ABOVE ENCL. ENCLOSURE MTL. METAL T.O.S. TOP OF STEEL A 09/27/2018 90%CONSTRUCTION AC ALTERNATE CURRENT/AIR CONDITIONER ENG. ENGINEER MTS. MANUAL TRANSFER SWITCH T.O.W. TOP OF WALL DUST OR SMUDGES OF ANY NATURE. ACCA ANTENNA CABLE COVER ASSEMBLY EQ. EQUAL N NEUTRAL TYR TYPICAL REV DATE DESCRIPTION ADD'L ADDITIONAL EXST.(E) EXISTING (N) NEW U.G. UNDERGROUND 14.PENETRATIONS OF ROOF MEMBRANES SHALL BE PATCHED/FLASHED AND MADE A.F.F. ABOVE FINISHED FLOOR EXP. EXPANSION NEMA 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 AI 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 OH OVERHEAD VAC VOLT ALTERNATING CURRENT ANT. ANTENNA F.F. FINISH FLOOR O.C. ON CENTER V.I.F. VERIFY IN FIELD �pF E55rfl� APPROX. APPROXIMATE(LY) F.G. FINISH GRADE OPNG. OPENING W WATT OR WIRE 15.BEFORE ORDERING AND/OR BEFORE FABRICATING/CONSTRUCTING/INSTALLING ANY ARCH. ARCHITECTURAL) FIN. FINI$H(ED) P POLE WD WIDE(WIDTH) ITEMS,VERIFY THE TYPES AND QUANTITIES. (d .t Fk.VV S AT. AMPERE TRIP FLR. FLOOR P/C PRECAST CONCRETE W/ WITH AWG. AMERICAN WIRE GAUGE FLUOR FLUORESCENT PCs PERSONAL COMMUNICATION SERVICES W/O WITHOUT i6.CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE AND F��4cc) BD' BATTERY FDN. FOUNDATION PH PHASE WD. WOOD PAGER,AND KEEP SAME ON SITE WHENEVER PERSONNEL ARE ON SITE. �7 v BD' BOARD F.O.C. FACE OF CONCRETE PLY. PLYWOOD W.P. WEATHERPROOF BLDG. BUILDING F.O.M. FACE OF MASONRY PNLBD PO E BOARDR PROTECTION W7. WEIGHT 17.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE SITE 4l1 :7 V 7 BILK. BLOCK F.O.S. FACE OF STUD PRC POWER PROTECTION CABINET XFER TRANSFER AND NOTIFY THE PROJECT MANAGER OF ANY DISCREPANCIES BEFORE STARTING LC BM. BLOCKING F.O.W. FACE OF WALL PRC PRIMARY RADIO CABINET XFMR TRANSFORMER 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 C CENTERLINE BR. BRANCH FTG. FOOTING P.S.I. POUNDS PER SQUARE INCH a PLATE,PROPERTY LINE 18.CONTRACTOR TO PROVIDE COMPLETE SET OF AS BUILT DRAWINGS WITHIN 10 BTRKR. BREAKER CW. BARE TINNED COPPER WIRE GU GROUND PWR. POWER(CABINET)URE ED WORKING DAYS OF PROJECT COMPLETION. C+v'L BTS. BASE TRANSMISSION SYSTEM GR GROWTH(CABINET) QTY. QUANTITY �qaT OF C l4 B.O.F. BOTTOM OF FOOTING GA. GAUGE RAE(R) RADIUS 1. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK 19.CONTRACTOR IS TO EXCAVATE 6"BELOW EXISTING GRADE AND SPRAY WITH WEED `F B/U BACK-UP CABINET GEN. GENERATOR RBS RADIO BASE STATION ACTIVITIES WITHIN THE PUBLIC RIGHT-OF WAY. 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 ROCK.AS SPECIFIED ON SITE PLAN. CAB. CABINET G.F.C.I. GROUND FAULT CIRCUIT INTERRUPTER RCPT. RECEPTACLE CANT. CANTILEVER(ED) GLB.(GLU-LAM) GLUE LAMINATED BEAM REF. REFERENCE HANDBOOK AND STAKE OF CALIFORNIA DEPARTMENT OF 20.CONTRACTOR SHALL PROVIDE TOILET FACILITY DURING ALL PHASES OF CB. CIRCUIT BREAKER GND GROUND REINF. REINFORCEMENT(ING) TRANSPORTATION STANDARDS. CONSTRUCTION. IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY CDMA CODE-DIVISION MULTIPLE ACCESS(2G 83G) GPS GLOBAL POSITIONING SYSTEM REQ'D. REQUIRED 3. CONTRACTOR TO RETURN E STREET LIGHT AND LIGHT ARM TO THE CITY ARE ACTING UNDER THE DIRECTION OF A LICENSED CDUK CONSOLIDATION DISTRIBUTION UNIT KIT GRND. GROUND FIGS. RIGID GALVANIZED STEEL 21.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION OR THE FABRICATION OF PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. C.I.P. CAST IN PLACE GSM GLOBAL SYSTEM MOBILE(2G+MOBILE TECH.) RRU REMOTE RADIO UNIT OF NEWPORT BEACH UTILITIES YARD.IF DAMAGED DURING THE REMOVAL, MATERIALS TO BE INSTALLED AT THE SITE,THE CONTRACTOR SHALL FIELD VERIFY CKT. CIRCUIT HDBC HARD DRAWN COPPER WIRE (RADIO TRANSCEIVER) CONTRACTOR SHALL BE REQUIRED TO PURCHASE AND DELIVER A SAF SAFETY RECEIVER AIR INTERFACE TRAY ALL DIMENSIONS INCLUDING AS-BUILT DIMENSIONS OF EXISTING STRUCTURES OR CLR CLEAR HGR, HANGER AF CLG. CEILING HDR. HEADER REPLACEMENT.CITY OF NEWPORT BEACH UTILITIES YARD:949 W.16TH STRUCTURAL ELEMENTS HAVING A BEARING ON THE SCOPE OF THE WORK TO BE . CMU CONCRETE MASONRY UNIT(JAMB BLOCKS) HPS HIGH PRESSURE SODIUM $CH. SCHEDULE STREET NEWPORT BEACH CA 92663.CONTRACTOR SHALL DISPOSE OF THE PERFORMED.IF ANY DISCREPANCY IS FOUND BETWEEN THE VARIOUS ELEMENTS COL. COLUMN HT. HEIGHT SDBC SOFT DRAWN BARE COPPER OF THE WORKING DRAWINGS AND THE DIMENSIONS OR CONDITIONS FOUND TO BE CONIC. CONCRETE ICGB. ISOLATED COPPER GROUND BUS SEC SECONDARY EXISTING STREET LIGHT POLE AND ARMS IF UNWANTED BY THE CITY OF EXISTING IN THE FIELD,THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SITE ID:OCCST 08A CONN. CONNECTION(OR) IN.(") INCH(ES) SET. SHEET ANY REASON. OBTAIN DESIGN RESOLUTION PRIOR TO PROCEEDING WITH THE PORTION(S)OF THE CONST. CONSTRUCTION INT. INTERIOR SIM. SIMILAR 4. WHERE REMOVED OR DAMAGED BY CONSTRUCTION,ALL CURB,GUTTER WORK AFFECTED.THE CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY 320[CS]SUPERIOR AVENUE CONT. CONTINUOUS LB.(#) POUND(S) S.N. SOLID NEUTRAL AND SIDEWALK SHALL BE REPLACED IN ENTIRE SECTIONS BETWEEN FAILURE TO SO NOTIFY THE ENGINEER AND OBTAIN RESOLUTION BEFORE d PENNY(NAILS) L.B. LAG BOLTS SPEC. SPECIFICATION(S) PROCEEDING. (SLC1243) DBL. DOUBLE L.F. LINEAR FEET(FOOT) SQ. SQUARE EXPANSION JOINTS.NO SAW CUTTING AND PARTIAL PATCHING SHALL BE NEWPORT BEACH,CA,92663 DC DIRECT CURRENT LG. LENGTH B.S. STAINLESS STEEL PERMITTED.ALL CONSTRUCTION DETAILS FOR REPLACEMENT SECTIONS DEM. DEMAND L. LONG(ITUDINAL) STD. STANDARD SHALL BE PER CITY OF NEWPORT BEACH. DEPT. DEPARTMENT LPS LOW PRESSURE SODIUM STL. STEEL 5. THE CONTRACTOR SHALL REPAIR,REPLACE OR RE-ROUTE ALL D.F. DOUGLAS FIR LTE LONG TERM EVOLUTION(4G MOBILE TECH.) STRUC. STRUCTURAL DIA. DIAMETER MAS. MASONRY SURF SURFACE LANDSCAPE.IRRIGATION LINES AND FIXTURES IN KIND INCLUDING LINE DIAL. DIAGONAL MAX. MAXIMUM SW SWITCH SIZE,HEAD TYPE,SPACING AND CONTROL WHERE DAMAGED BY SHEET TITLE DIM. DIMENSION M.B. MACHINE BOLT TEL. TELEPHONE DWG. DRAWING(S) MECH. MECHANICAL TEMP. TEMPORARY CONSTRUCTION TO THE SATISFACTION OF THE CITY OF NEWPORT BEACH. DWL. DOWEL(S) MFR. MANUFACTURER THK. THICK(NESS) 6. THE CONTRACTOR SHALL REPLACE ALL EXISTING GROUNDCOVER, GENERAL NOTES EA. EACH MIN. MINIMUM TMAS TOWER MOUNTED AMPLIFIER INCLUDING SAND AND ALL OTHER LANDSCAPING INCLUDING TURF, EGR. EMERGENCY GENERATOR RECEPTACLE MISC. MISCELLANEOUS (DC SUPPLY VOLTAGE) EL. ELEVATION MLO MAIN LUGS ONLY T.N. TOE NAIL SHRUBS,AND/OR TREES IN KIND INCLUDING SIZE,SPECIES AND SPACING ELEC. ELECTRICAL T.O.A. TOP OF ANTENNA WHERE DAMAGED BY NEW CONSTRUCTION TO THE SATISFACTION OF THE ELEV. ELEVATOR T.O.C. TOP OF CURB CITY OF NEWPORT BEACH. 7. ANY LANE CLOSURES SHALL STRICTLY ABIDE THE CALIFORNIA MUTED FOR SHEET NUMBER TRAFFIC CONTROL. GN-1 ABBREVIATIONS 121 CITY OF NEWPORT BEACH NOTES 131 GENERAL NOTES 4 NOTE: 1. IF DIMENSIONS SHOWN ON PLAN DO NOT SCALE CORRECTLY,CHECK FOR REDUCTION OR ENLARGEMENT FROM ORIGINAL PLANS. 2. UTILITY DESIGN&RUNS ARE PRELIMINARY.PENDING FINAL DESIGN FROM UTILITY _ li 3 PROVIDERS. o I 1 O I at&t 3. CONTRACTORS TO VERIFY SUB STRUCTURE LOCATIONS PRIOR TO ANY EXCAVATION. U 1 4. ALL CONDUCTORS/WIRES&CONDUIT,SHALL BE INSTALLED IN A NEAT&TIDY FASHION. 50'-0' ALL EXCESS WIRE SLACK IS TO BE REMOVED&HIDDEN AS MUCH AS POSSIBLE. w 5. ALL NEWLY INSTALLED EQUIPMENT SHALL BE PAINTED TO MATCH EXISTING POLE,& 40'-0" 1 10'-0.. OR SURROUNDINGS UNLESS PROHIBITED PER MANUFACTURER. I 6. NEW FIBER CONDUIT TO BE STUBBED OUT OF NEW POLE FOOTING BY APPROX.2"... 1 7. POWER SUPPLY AND RUN ARE SUBJECT TO CHANGE PER SCE FINAL DESIGN. w ERICSSON ` \ 330 COMMERCE,STE.200 `.\ I i IRVINE,CA 92602 I PARKING LOT (TYP.) M sill J W (E)U/G SCE VAULT \ \ 1 1-2 1 (PROPOSED POWER ``\ w PROPOSEDt3ROM E) \ WIRELESS 1 POC,SEE NOTE 7 `�\ POWER RUN FROM(T D 2 `\\ I SCE VAULT(ID TBD)TO 1387 CALLE AVANZADO (N)WTR HANDHOLE,SEE PARKING LOT 1 \ \ RO w SAN CLEMENTE CA 92873(949)391-8824 (TYP.) NOTE� i w I I �\ I I �iF HANDHOLE TO BE PLACED 7_9 BELOW GRADE(BY AT&T) D-1 O F 1 \\\ "� DRAWN BY: DID 4 Z `\ aU C� I PROPOSED U/G POWER RUN FROM CHECKED BY: MM 1 (E)SIDEWALK(TYP.) \ R (N)WTR HANDHOLE TO(N)CONCRETE \ 1 STREETLIGHT(BY AT&T) D-2 (E)TREE,TYP. LLO I `�qQ w w (E)HANDHOLE,TYP. I O I I PROPOSED 000'4'U/G (E)CITY OF NEWPORT BEACH CONCRETE w POWER RUN FROM(E)SCE 47'-0" UJ STREETLIGHT(1243)TO BE REMOVED& w 1 VAULT(ID TBD)TO(N)WTR \ REPLACED W/(N)CITY OF NEWPORT BEACH 1 HANDHOLE,SEE NOTE 7 D-2 CONCRETE STREETLIGHT W/(N)EQUIPMENT rr�n A 3 T-0" 3'-0" AT SAME LOCATION(BY AT&T) v/ w C 06/07/2019 90%REVISION I (N)U/G FIBER RUN FROM(N) B 10/08/2018 90%REVISION w FIBER HANLE TO(NI 3 1 CONCRETE STDHOREETLIGHT D-2 A 09/27/2018 90%CONSTRUCTION 1 (BY AT&T);SEE NOTE 6 REV DATE DESCRIPTION BUILDING -- --- - PARKING LOT (TYR.) r ^l (TYP.) 7 HANDHOLE TO BE PLACED BELOW GRADE(BY OTHERS UNDER D-1 I w I j SEPARATE PERMIT) �pFE55rfl� I I I w w (E)CITY OF NEWPORT BEACH CONCRETE > V 7 Y7I STREETLIGHT(1243)TO BE REMOVED& Q �� REPLACED W/(N)CITY OF NEWPORT BEACH of (E)PARKWAY,(TYP.) C U I CONCRETE STREETLIGHT W/(N)EQUIPMENT I I AT SAME LOCATION(BY AT&T) 0 nL� wa (E)SIDEWALK,(TYP.) PRIVATE I I I�OF CA4�F DRIVEWAY\ ------ _ (n (E)TREE(TYP.) NEW AT&T PROJECT LOCATION. 2 IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY SEE ENLARGED SITE PLAN ARE ACTING UNDER THE O A LICENSED PROF SSIONAL ENG NEER,ORECTION TIO ALTER HIS DOCUMENT. '10'-0" 40'-0" 40'-0" BUILDING (TYP) I SITE ID:OCCST 08A 100'-01" 320[CS]SUPERIOR AVENUE (SLC1243) NEWPORT BEACH,CA,92663 (E)TREE,(TYP.) j \PARKWAY SHEET TITLE (E)PARKWAY,(TYP.) SITE PLAN I I I 3 (E)SIDEWALK,(TYP.) N U K N ILL3 / E SHEET NUMBER 7WT %S ®WT S A-1 SITE PLAN 24"x36" SCALE: '" = '- " 20' -iii 1 ENLARGED SITE PLAN 24"x36" SCALE: 1/8" = 1'-U" 4' 8' 6' ^ 40 11"x17" SCALE: 1" = 40'-0" 11"x17" SCALE: 1/16"= 1'-°" L NOTE: 1. ALL NEW EQUIPMENT SHALL BE PAINTED TO MATCH(N)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 1 36'-0"A.G.L. (N)OMNI ANTENNA - C/L OF(N)ANTENNA D 1 3a-o'A.G.L. ERICSSON B/OF N ANTENNA RE-USE(E)LED 33'-0"A.G.L. LUMINAIRE, T/OF N MONOPOLE SEE NOTE 330 COMMERCE,STE.200 32'-0°A.G.L. I RV I N E,CA 92602 T/OF N LUMINAIRE 31'-0"A.G.L. T/OF E LUMINAIRE 29 A.G.L. (N)EMERGENCY 0.2 CONTACT SIGN SEE POLE DIAMETER TE FOR M SQUAR�• POLE DIAMETER �7 26'-8"A,TI GPOLE p 2 (N)ANTENNA SIGN WIRELESS!/ (N)NEWPORT BEACH CONCRETE 1 3 8 7 C A L L E A V A N Z A D O STREETLIGHT(1243)(BY AT&T) S-1 SAN CLEMENTE CA 92673(949)391-6824 DRAWN BY: DO CHECKED BY: MM C 06/07/2019 90%REVISION B 10/08/2018 90%REVISION A 09/27/2018 90%CONSTRUCTION �Sl, 3 ce REV DATE DESCRIPTION 04 oY co 0 ,3 3 Q�pFE55rfl�� (E)TREE,TYP. DC 1 (E)TREE,TYP. 1 Lr� C10- 4449 I 4416&NSTALL (E)CITY OF NEWPORT BEACH CONCRETE E (N) 2,3 9 4 INSTALLED IN D-1 OF CA4�F� STREETLIGHT(1243)TO BE REMOVED 8 BASE OF MONO POLE 7-9 (N)WTR HANDHOLE REPLACED(BY AT&T) D-1 (BEYOND)(BYAT&T) E HAND HOLE (N)FIBER BOX rff IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ( ) (E)POLE FOUNDATION TO BE 7 (BEYOND)(BY OTHERS) ARE ACTING UNDER THE DIRECTION THIS A LICENSED REMOVED&REPLACED(BY AT&T) r PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. E GROUND LEVEL � E GROUND LEVEL 0'-O'A.G.L. TY 0'-0"A.G.L. SITE ID:OCCST 08A 320[CS]SUPERIOR AVENUE (SLC1243) (N)U/G FIBER CONDUIT NEWPORT BEACH,CA,92663 D-2 (N)U/G POWER CONDUIT D-2 SHEET TITLE ELEVATIONS (N)POLE FOUNDATION(BY AT&T) D-2 SHEET NUMBER EXISTING NORTHEAST ELEVATION 114"x17" SCALE: 3/1S6"-='1'OC" ® 17 Z NEW NORTHEAST ELEVATION 11Z " SCALE: 3/ _ ''-°" Z A-2 "x17" SCALE: 3/16" = 1'-O" NOTE: 1. ALL NEW EQUIPMENT SHALL BE PAINTED TO MATCH(N)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 35' A.G.L. (N)OMNI ANTENNA - C/L OF(N)ANTENNA D 1 34'-0"A.G.L. B/OF N ANTENNA RE-USE(E)LED LUMINAIRE, E R I CS SON 33'-0"A.G.L. SEE NOTE 2 T/OF N MONOPOLE 330 COMMERCE,STE.200 3z'o^A.c.L. IRVINE,CA 92602 T/OF N LUMINAIRE 31'-0"A.G.L. T/OF E LUMINAIRE 29'-6"A.G.L. �2 (N)EMERGENCY SEE SHEET S-1 FOR D-2 CONTACT SIGN POLE DIAMETER M SQUAR(•j 26'-8"qTI GPOLE p 2 (N)ANTENNA SIGN WIRELESS (N)NEWPORT BEACH CONCRETE 1387 CALLE AVANZADO STREETLIGHT(1243)(BY AT&T) S-1 ,AN CLEMENTE CA 92673(949)391-6824 DRAWN BY: DO CHECKED BY: MM C 06/07/2019 90%REVISION B 10/08/2018 90%REVISION A 09/27/2018 90%CONSTRUCTION REV DATE DESCRIPTION Q�pF E55r��A cl (E)CITY OF NEWPORT BEACH CONCRETE 7D',A TO2 STREETLIGHT(1243)TO BE REMOVED& REPLACED(BY AT&T) ' S4 7 Lr C10-(E)HANDHOLE,TYP. 9��OF CA4�F� 7-9 (N)WTR HANDHOLE p-1 (BEYOND)IS AT&T)Y (1)(N)4415&(1)(N) 2,3 4449 INSTALLED IN D-1 BASE OF MONO POLE IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY (E)POLE FOUNDATION TO BE ARE ACTING UNDER THE DIRECTION OF A LICENSED REMOVED 8 REPLACED(BY AT&T) PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. (N)FIBER BOX 7 (E)HANDHOLE,TYP. (BEYOND)(BY OTHERS) D-1 E GROUND LEVEL E GROUND LEVEL 1 0'-0"A.G.L. 0'-0"A.G.L. SITE ID:OCCST 08A 320[CS]SUPERIOR AVENUE e (SLC1243) NEWPORT BEACH,CA,92663 (N)U/G FIBER CONDUIT 0.2 (N)U/G POWER CONDUIT SHEET TITLE D-2 ELEVATIONS (N)POLE FOUNDATION(BY AT&T) 1 D-2 SHEET NUMBER EXISTING NORTHWEST ELEVATION 114"xl7" SCALE: 3/116"-='l'OC" ® 17 Z NEW NORTHWEST ELEVATION 11Z " SCALE: 3/ _ ''-°" Z A-3 "x17" SCALE: 3/16" = 1'-O" atat ERICSSON 330 COMMERCE,STE.200 IRVINE,CA 92602 M SQUAR6 s WIRELESS 1387 CALLE AVANZADO + SAN CLEMENTE CA 92673(949)39"824 r E _ � DRAWN BY: DID A CHECKED BY: MM a (E) STREETLIGHT r'~ TO BE REPLACED :y _ C 06/07/2019 90%REVISION ( - B 10/08/2018 90%REVISION A 09/27/2018 90%CONSTRUCTION naa REV DATE DESCRIPTION Big ■ ■w co v - _ -- Lrt ny OF CA4�FG -' 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:000ST 08A 320[CS]SUPERIOR AVENUE (SLC1243) NEWPORT BEACH,CA,92663 SHEET TITLE SITE IMAGE SHEET NUMBER A-4 PROPOSED SITE LOCATION LOOKING NORTHEAST 24" 1 11 x36" SCALE: NTS 07" SCALE: NTS COVER FEATURES: •STANDARD LOAD RATING:20,800 LBS.WHEEL LOAD AVAILABLE FROM EXCEL SIGN AND DECAL: GAMMANU DOYz9X3WIF12 OMNI CANISTERANTENNA ON 10"x20"PLATE MECHANICAL SPECIFICATIONS •2 BOLT DOWN LOCATIONS http://www.weneedsigns.com/home.php?cal+l 135 AND CLICK ON AT&T DIMENSIONS(HxD)' 24 x 14 INCHES (610 x 355..) •STAINLESS STEEL BOX INSERTS PH:510-651-0445 - _ N01-DC-16 1"X6"NOTICE DECAL WEIGHTE%CL MOUNTING BRACKETS: 29.7Iba(13.54) ���� •NON-SKID CONSURFACE STANDARD CONSTRUCTION RUCTION NO.OF CONNECTORS 12X4.3-10 DIN FEMALE LIFT PINS(2 PL) •NON-SKID SURFACE STANDARD "For 1 Foot Distance"VINYL DECAL WITH ADHEDSIVE BACKING CONNECTOR TYPES 4X4.3-10 DIN FEMALE •20K TO BE EMBOSSED ON COVER Y ___ 1' ® FREQUENCY BAND[MHzI: (1695-2360)MHz •APPROXIMATE WEIGHT=120 LBS. ti,A-- -_______ • on( : (35- 001NFEMA E (355D- 0D)MHz 4%4.3-10 DIN FEMALE BOLT DOWNS(2 PL) __ ____= o w oO o 0 5150-5950)MHz COVER FEATURES: -_= 2"x8"NAMEPLATE * - o• O Oo • POLYMER CONCRETE CONSTRUCTION RECESS(1 PL) • LIGHTWEIGHT NON-SKID NOTICE ' • STACKABLE FOOT (STANDARD) 1 ®oO C<<�>>J RF energy emitted b this device may exceed the FCC's general 6 • APPROX.WEIGHT 1S8 LBS. z; 9Y Y Y ,Y ?' public exposure limits.Stay at least 1 foot away from the device. 11 ERICSSON ' Cali 800-638-2822 for help if you need access within 1 foot BOTTOM 330 COMMERCE,STE.200 IRVINE,CA 92602 3/8"x3"HEX BOLT I . 1�D (2 PL EA END) /y 14 Place 3 NOTICE sticker at the bottom of the front of 14" the radome of each antenna. FRONT ,x (OR APPROVED EQUAL) J•���1 M SQUAR •J WIRELESS HANDHOLE 24 x36" SCALE: NTS 7 OMNI ANTENNA DISCLAIMER LABEL ��"x17" SCALE: NTS 4 GAMMANU OMNI ANTENNA 24"x36" SCALE: NTS ,9BL CALLE AVANZADO 11"x17" SCALE: NTS 11"x17" SCALE: NTS 1 SAN CLEMEN7E CA 92873(949)391�824 ELECTROMATE MANUFACTURER: ERICSSON RAYCAP-RSCACS533P-120.D HINGED 3R ENCLOSURE MODEL NO.: RRUS 4415 B25 C� MFR'S STANDARD ELECTRICAL MECHANICAL MOUNTING BRACKETS DIMENSIONS: SURGEPROTECTION DEVICE(SPD)TYPE TOULSTRIKESORB30-A CONNECTION TERMINAL: COMPRESSION LUG#6-#14 AWG(13-2MM2) DIMENSIONS: TOTAL WEIGHT: TERMINAL BLOCK#10#6 AWG IS-0.14MM2I A 12" NUMBER OF CIRCUITS PROTECTED. A 16.5" SURGEPROTECTIVE DEVICE ISPDI TYPE PER UL 14494TH EDITION: ENVIRONMENTAL INGRESS B 12" TYPE2COMPONENT ASSEMBLY PROTECTION(IP)RATING: NEMA 4X B 134" DRAWN BY: DD SURGEPROTECTION OEVICE(SPD)CLASSTOIEC61643-11:ClASSII OPERATION TEMPERATURE: (°C)-40°CTO a80°C 46 LBS(21 kg) C 6 NOMINAL OPERATING VOLTACE[UN]:120V STORAGE TEMPERATURE: (°C)-]0°CTO a80°C G 5.9" NOMINAL DISCHARGE CURRENT[IN)PER UL 14494TH EDITION:N KA620MS ENCLOSURETYPE MAXIMUM DISCHARGE CURRENT[IMAXI PER IEC 616 1160 KA 8=MS (OUTDOOR)POLYCARBONATE:UL—RATED CHECKED BY: VIMMAXIMUM CONTINUOUS OPERATINGVOLTAGE IUCI(MCOV)150V ENCLOSURE DIMENSION: (L"W-H)8.N'X SOS'X 10.08' VOLTAGE PROTECTION LEVEL[UPI PER IEC 61B48-11:700V []17"128 x 256 MMI VOLTAGE PROTECTION RATING NPR):20 KA 8120 WEIGH: 2.25 LBS[1.02KG] P1000 UNISTRUT AS SUPPRESSION TECHNOLOGY:MOV RRU W/SUNSHIELD m ALTERNATE ATTACHMENT PROTECTION MODES(DUAL MODE):LINE TO NEUTRAL,NEUTRAL TO GROUND TOP VIEW 10.28" 8.59" W D M STANDARD MOUNTING TING BRACKETS Q C 06/07/2019 90%REVISION B 10/08/2018 90%REVISION _ A 09/27/2018 90%CONSTRUCTION v m P1000 UNISTRUT AS --�� SUNSHIELD ALTERNATE ATTACHMENT REV DATE DESCRIPTION GE��i ® NOT 1"GLAND CAN BE REPLACED BY R C CONDUIT FITTING pF E55r FRONT SIDE BOTTOM M40 GLANDS CAN BE REPLACED BY 1LQ�,t �{.Wx,��'���G'C 6.25" 1/4"NPT CONDUIT FITTINGS V' T FRONT VIEW SIDE VIEW co41 D� °2 2 r� SCE UN-METERED FUSED PANEL ;4;;x36.. SCALE: NTS 8 RAYCAP DISCONNECT 24„5;�;; SCALE: NTS 5 RRUS 4415 B25 11x36"SCALE:NTS 2 54 7 11"z17"SCALE:NTS SQUARE-D MANUFACTURER: ERICSSON HINGED 3R ENCLOSURE MODEL NO.: RRUS 4449 B13 LOP,�q C10- # D221 NRB DIMENSIONS: O 0 Q OF CA4�F0 DIMENSIONS: TOTAL WEIGHT: A 7 75•• A 15" RRU UNIT 0 0 0 0 O B 9.63" B 13.2 70 LBS(31.7 kg) 0 O C 3.75- IT IS VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED MFR'S STANDARD PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. MOUNTING BRACKETS BOTTOM VIEW C B I SITE ID:OCCST 08A 320[CS]SUPERIOR AVENUE ��uDuDuDuDuDuDuDuDuDuOl (SLC1243) O o o RRU UNIT �D�D�D�D�D�D�D�D D NEWPORT BEACH,CA,92663 qD�D�D < MFR'S STANDARD a SHEET TITLE MOUNTING BRACKETS 0 o D000000000000000000000000 DETAILS �0�0�0�0�0�0�0�00000�0� FEET SIDE VIEW FRONT VIEW SHEET NUMBER D-1 AT&T MOBILITY FUSED DISCONNECT 11N17" SCALE: NTS 9 NOT USED 24"x36" SCALE: NTS 6 ERICSSON RRUS 4449 B13 11x36"SCALE:NTS Q 11"x17" SCALE: NTS 11"x17"SCALE:NTS �•7 (4) 1"0 X 36" ANCHOR RODS NDrE✓S. WITH 90' HOOK & 4" PROJ. POLE PER PLAN NOTE: NO 55 K51) NEW CONDW TS AND IINDERCROUND FACIIJ TIES IN THE ROADWAY SHALL BE INSTALLED ADJACENT T. ANY SIDEWALK REMOVALS MUST BE REPLACED IN FULL PANELS, IN ADDIAON, HANDHOLE OR CLOSEST AS POSSIBLE TO THE EXISING EDGE OF GLITTER OR CURB. IF THE PROPOSED ANY EXISTING CITY IMPROYEMENTS/FALYLITIES DAMAGED DURING THE CONDUIT TRENCH IS IN A TRAFFIC LANE ADJACENT TO THE EXISTWG EDGE OF GUTTER OF CURB CONS TRUC DON SHALL BE REPLA CEDAEPAIRED AT THE APPLICANTS EXPENSE. CONCRETE APRON PVC CONDUIT STUBBED UP at&t ADJACENT TO HAND HOLE, COLD PLANING AND PAVEMENT RESURFACING MILL BE REQUIRED FROM THE NEAREST LANE LINE 2. SIDEWALK SHALL BE RESTORED WI THIN ONE WEEK OF INS TALLA TILW OF GRADE NUMBER AND SIZE AS REQUIRED OF III PROPOSED TRENCH TO THE EXISTING EDGE OF CUTTER OR CURE IF PIE TRENCH WORK IS IN A TRAFFIC LANE BETWEEN TRAFFIC LANES THE CONTRACTOR HILL BE REQUIRED TO COLD FACILIAES NO GAP - SEAL WITH PLANE AND RESURFACE THE ENTIRE TRAFFIC LANE. THE TRENCH OPENING SHALL BE A NON—SHRINK LEVELING GROUT MINIMUM OF 2'FROM THE ENTIRE TRAFFIC LANE. IN ADDITION, IF THE TRENCH WOW EXTENDS INTO ANY PORTION OF AN ADJACENT TRAFFIC LANE OR IS DAMAGED AS A RESULT OF THE CONTRACTOR'S WORK OR IS LESS THAN 5'FRAM AN EXISTING UTILITY TRENCH, THE CONTRACTOR - MLL BE REQUIRED TO COLD PLANE AND RESURFACE THE ENTIRE TRAFFIC LANE N - COLD PLANE EXISTING PAVEMENT(2-MIN. DEPTH) N AND RESURFACE ON FLM WITH EX SMUT M� ERICS$ON PAVEMENT FOR ENTIGRE LANE AND RESTRIPE TRAFFIC LANES/MARKINGS OF ENWE LANE CONDUCTORSCIRCUIT 330 COMMERCE,STE.200 IN WHICH TRENCHING OCCURS AND ANY w CONDUIT O NEXT POLE, TYP., OTHER LANE DAMAGED AND TRAFFIC LOOP(S) 2 IRVINE,CA 92602 SEE NOTE 4 DURING CONSTRUCTION � REPLACE SIDEWALK I, PER S70-I804 w - #3 HORIZ. TIES AT 12" O.C. FULL LANE MOTH (PARKING LANE OR DRIVE) Of MIN 3,000 PSI TYPE oc VARIABLE TH MIN II TFI TRENCH QI II CONCRETE TFnRU A-G SECTION EX. CURB � GLITTER M SQU]AR6 MIN .7 =_____ 12 - #5 BARS VERT. (60 KSI) SAN CLEMENTE CA 92873(949)391�a4 EX, CURB R GUTTER JOIN FLUSH k. OR CURB EX, PAVEMENT w • PIPE BEDDING AND I - BACKFILL PER STD--105—L. OR AS DETERWU BY THE I •,, ,• I (4) 1"0 X 36" ANCHOR RODS W/ FaD ENGINEER Ir 90- HOOK (MIN 55 KSI) DRAWN BY: DID REPLACE WITH 1• 1 ` #3 HORIZ. TIES @ 12" O.C. 1-1/2'MIN. THICKER A.C. THAN lI POLE BASE PLATE LOCATION CHECKED BY: MM z EX, A-C. SECTION ` II PIPE BEDDING AND (COMPACTION 959 MIN,) 12 - #5 BARS VERT. (60 KSI) @ACKFILL PER STD,-168-L 1-112'MIN MIN 3,000 PSI TYPE II CONCRETE OR AS DETERMINED BY THE FIELD ENpNEER VARIABLE Elf. CITY OF FIEIIPORT CONCRETE NOTES: C 06/07/2019 90%REVISION BEACH UTILITIES 1. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO CHAPTER 19 B 10/08/2018 90%REVISION '..� (El. SEW£R/WAIER) OF THE CBC AND TO ALL REQUIREMENTS OF THE CURRENT EDITION OF ACI 318, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE". A 09/27/2018 90%CONSTRUCTION 5'MIN 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 SLURRIED ESURFACED LXLT SHALL 2.C. MAXIMUM WATER/CEMENT RATIO (W/CM) SHALL BE 0.50 ( ) IR IB 3. ALL REINFORCING STEEL SHALL BE SECURED IN POSITION AND INSPECTED BY THE REQUIRE EXTENSIVE PAVEMENT RESTORATION TO BE DETERMINED BY THE FIELD ENGINEER BUILDING OFFICIAL PRIOR TO PLACING CONCRETE. OFE$SfO REVISED EI20D2 4. FOR FIBER CONDUIT, STUB OUT FROM FOUNDATION AWAY FROM STREET SIDE FOR FUTURE FIBER HANDHOLE INSTALLATION. A d -Wy 5. ALL INTERNAL COMPONENTS, ANCHOR BOLTS, REBAR, PLATES ARE TO BE EPDXYC CITY OF NEWPORT BEACH DRAWING STD-105—L—C CITY OF NEWPORT BEACH DRAWING STD-105—L—D COATED OR GALVANIZED COD 2 y� ROADWAY TRENCH DETAIL 11"x17" SCALE: NTS 4 PARKWAY TRENCH DETAIL 11 x17" SCALE: NTS 3 NEW FOUNDATION 24"x36 SCALE: NTS 1 54 7 11"x17 SCALE: NTS 5" CIV�1. OF CA4�F� c3m s" IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED • AT&T TOWERS PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. . In case of Emergency Contact E-mail:afttowers@att.00m III Phone:(877)231-5447 Stay Back Please Reference Site ID SITE ID:OCCST 08A Radio-frequency energy Site ID cRAN_RLos_occsT_ooa 320[CS]SUPERIOR AVENUE may exceed exposure limits. FCC ID 0 (SLC1243) If questions,contact facility owner. NEWPORT BEACH,CA,92663 0 0 OWNER / OPERATOR NOTE: ANTENNA SIGNAGE: SITE ID LABEL TO BE AFFIXED AT OR NEAR THE POINT OF SHEET TITLE ON WOOD POLES — SIGN ON ALUMINUM WITH SS SCREW TO THE POLE POWER CONNECTION WITH TZeS241 LABELING TAPE OR ON METAL POLES — ADHESIVE VINYL OR PLACARD STRAPPED WITH SS TIES EQUIVALENT BLACK ON WHITE LABELING TAPE OF AT LEAST DETAILS ON CONCRETE / COMPOSITE — PLACARD STRAPPED WITH SS TIES 18mm WIDTH WITH EXTRA—STRENGTH ADHESIVE. USE ANY SIGN PLACEMENT: COMPATIBLE P—TOUCH LABEL MAKER. TEXT SHOULD BE AFFIX TO THE STRUCTURE 3-4' BELOW THE COMMERCIAL RF 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 11 NOT USED 24"x36" SCALE: NTS 5 POLE MOUNTED SIGNS N17" SCALE: NTS 2 11"x17" SCALE: NTS 7" SCALE: NTS FOR REFERENCE ONLY at&t L w o U DO Q J FOUNDATION SHOWN BELOW NOT TO BE USED, SEE DETAIL 3/D-2 FOR FOUNDATION INFORMATION. 0 w ° w 0—w _ QO om > ERICSSON O w Q 330 COMMERCE,STE.200 (� IRVINE,CA 92602 w Z Q ¢ � ii r w z u Q EL w — J OJ OO 00 Q M SQUAR(•j V o o o WIRELESS J ? 1387 CALLE AVANZADO O Z SAN CLEMENTE CA 92673(949)391-6824 Lu m Q C� Z z � �z U Lu Q U OLLJ � w o Z o Z Z O Z:w DRAWN BY: DO cal W Q O v) O U O o s cal Z J W W W U � V CHECKED BY: MM :I-- Or W OoeW W Q Q W Z WJ - WQ ED Z W �- U Z���'x W i L QQJ o O��Qzz Z ' QW< m 2!0 LU zIII w � Z� O — O UQ � L� NQ ° �o�wom N� CLO Urn r�Lo ci o °Q p C O LLI L�o LLJ QcQ o��Q Z DLL. v) CUm wU w� >>-� �=LLw zz�w�� O w O �Q w� �� �oQ oo�Q v �oeo —p�- � f— U P7 od C U z o C 06/07/2019 90%REVISION OZ O Lc)W/ O z W � o q�,� W 00 U 0 m B 10/08/2018 90%REVISION Q m LL (J O O O V 01 O ¢ a w oUzi,V A 09/27/2018 90%CONSTRUCTION O Q U Q '-�L-L�a 1 U w m 0 Z 0 REV DATE DESCRIPTION I I I D-,11�z t© « r � z O �Q co co IIII w g II III m aeleaoolaalallalalla�allaeleaoolaalall _ — 11 III w a000aooeaa0000aeaooaaaoea000aooeaa0000 � "IIII � IBIGGIGIGGIGOGGIGOGd�191181GGIGIGGIGOG t a000aooeaa0000aeaooaaaoea000aooeaa0000 :_ Cn o w Old J -- — IIIIIIIII 0 ow o Q IIII O 0 z .1=1 11=1 11=1 11=1 11- z IIIII N O O -� �� I� I� I� Cn Q IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY O w O N III III ^w ARE ACTING UNDER THE DIRECTION OF A LICENSED V IIl PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. J= X ZZ NO Q w m Q =Q = Lf) 6 _ Q m DO 0 X W 2 Q SITE ID:OCCST 08A �Q Z Lu Q w Q w 320[CS]SUPERIOR AVENUE Z Q Z LU > (SLC1243) Z Lu U c o o m NEWPORT BEACH,CA,92663 Lu 0 v) = U Z J >>w 2 o O Z O Q w Z `n ��Q > Q N O O 0 U O d d 0 0 SHEET TITLE Z O Q¢z � 1111❑ Q POLE DETAILS N 2 0 LL w U m Q SHEET NUMBER S-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 NEW 4449 pi NEW ANTENNA D1 at&t 700/850 AWS/PCS MECHANICAL ism ,CONNECTION, TYP. NEW 4415IIIIIII�IIIIIIIIllplllllIIIIIIIII D_1 NEW 4449 021 NEW 4415 ERICSSON NEW #18 AWG THHN/THWN STRANDED 330 COMMERCE,STE.200 IIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII IRVINE,CA 92602 RRus aaas RRUS 4415 NEW GROUND NEW RAYCAP DISCONNECT WITH M SQUAR �•J BUS BAR D1 INTEGRATED SURGE PROTECTION WIRELESS PSU PSU NEW DISCONNECT o o I 1387 CALLE AVANZADO e WITH INTERGRATED PP SAN CLEMENTE CA 92673(949)391-6824 SURGE PROTECTION TO BBU HUB FIBER LOCATION VIA DARK FIBER FIBER NEW AT&T D' DISCONNECT 9 NEW AT&T AC CABLE AC CABLE D-' DISCONNECT DRAWN BY: DO [CHECKED BY: MM e NEW SCE D' UN-METERED FUSED PANEL AC CUT-OFF SWITCH 6 NEW SCE NEW #6 THHN/THWN UN-METERED GREEN COPPERINNDED FUSED PANEL Ac souRCE COATED MAIN GROUND CONDUCTOR/RISER C 06/07/2019 90%REVISION B 10/08/2018 90%REVISION EXOTHERMIC WELD NEW 1" SCH-80 PVC CONDUIT; #12 AWG THHN/THWN STRANDED A 09/27/2018 90%CONSTRUCTION CONNECTION TO NEW REV DATE DESCRIPTION GROUND ROD -_ NEW 120V POWER SERVICE NEW 5/8"0 x 8'-0" OFESSIG COPPER-CLAD STEEL GROUND ROD EXISTING POWER SUPPLY + y�OLp �O14 MICRO PLUMBING DIAGRAM ?4..x;; SCALE NTS 5 GROUNDING SCHEMATIC za;;%36;; SCALE: NTS 3 SINGLE LINE DIAGRAM 24x36" SCALE: NTS 1 �a 7 17 11"x17" SCALE: NTS C10- oF c�4�Fo STRIKESORB 120V 'r a PROTECTION IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY llll DISCONNECT SWITCH ARE ACTING UNDER THE DIRECTION OF A LICENSED IfYF11L PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. - 5 D-1 - SITE ID:OCCST 08A TI CONNECTION FOR POWER IN 320[CS1 SUPERIOR AVENUE 1� (SLC1243) 1 JUMPER GROUND NEWPORT BEACH,CA,92663 •i O ID CONNECTIONS DEAD-FRONT FOR LIVE 7 AMP CIRCUIT BREAKERS COMPONENTS SHEET TITLE ELECTRICAL DETAILS CHASSIS GROUND CONNECTION SHEET NUMBER E-1 NOT USED 11"x36" SCALE: NTS 6 NOT USED 24"x36" SALE: NTS 4 BREAKER SCHEDULE 11%17" SCALE: NTS 11"x17 SCALE: NTS 11"x17" SCALE: NTS 11"x17 SCALE: NTS