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Home My WebLink About20200117_Plans SITE NAME: HBNPB 47A � � . SITE NUMBER: CRAN-RLOS-HBNPB-047 TF� at&t DEV PROJECT: CRAN/ SMALL CELL/PICO rQ } � 1452 EDINGER AVE. TUSTIN,CA 92780 USID: 188453 PACE: MRLOSO45295 C1TYOP ERICSSON APPROVALS 330 COMMERCE,STE.200 THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS&AUTHORIZE A IRVINE,CA 92602 THE SUBCONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN.ALL (� DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT&MAY IMPOSE CITY TY NOTE CHANGES OR MODIFICATIONS. APPROVED BY: INITIALS: DATE: TRAFFIC CONTROL PLANS ARE NOT TO BE USED FOR CONSTRUCTION AND NEW TCP WILL BE SUBMITTED AND APPROVED AS PART OF THE ENCROACHMENT PERMIT APPLICATION. AT&T RF ENGINEER: � � Li POLE TYPE: (N) CONCRETE LIGHT POLE SPECIAL INSPECTION WIRELESS AT&T OPERATIONS: SITE ACQUISITION MANAGER: 1397 CALLE AVANZADO CONCRETE FOUNDATION(CONTINUOUS INSPECTION). SAfICI fM£11(TEfA81�6P33i188t4 PROJECT MANAGER POLE ID #: SLC 0007 ZONING VENDOR: LEA CONSTRUCTION LATITUDE/LONGITUDE: 33.595655/ -1 1 7.882205 DO NOT SCALE DRAWINGS CONSTRUCTION MANAGER: SUBCONTRACTOR SHALL VERIFY ALL PLANS&EXISTING DIMENSIONS&CONDITIONS ON A/E MANAGER: THE JOB SITE&SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DRAWN BY: AS SITE ADDRESS. 2301 [CS1 CHANNEL R D■ (SLCO007) DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. PROPERTY OWNER: � CHECKED BY: MM UTILITY MANAGER: NEWPORT BEACH, CA 92661 CONSTRUCTION DRAWING H 01/142020 SCE FINAL POWER DESIGN PROJECTDESCRIPTION A 12/302019 100%CONSTRUCTION REVISED AREA MAPS IF USING,1"x17"PLOT,DRAWING WILL BE HALF SCALE F 12/092019 100%CONSTRUCTION REVISED AT&T PROPOSES TO INSTALL A NEW WIRELESS INSTALLATION LOCATED IN THE PUBLIC RIGHT E 0927/2019 100%CONSTRUCTION OF WAY TO(N)CONCRETE LIGHT POLE. VICINITY MAP LOCATION MAP DRAWING INDEX D 07/192019 100%CONSTRUCTION { THE 4G SCOPE WILL CONSIST OF THE FOLLOWING C 12/15l17 100%CONSTRUCTION s AT&T TO REMOVE (1) EXISTING CONCRETE STREETLIGHT £ SHEET NO: SHEET TITLE SHEET NO: SHEET TITLE B 12/14/17 95%CONSTRUCTION AT&T TO INSTALL (1) 22'-9"CONCRETE STREETLIGHT L �5 A 12/01l17 90%CONSTRUCTION AT&T TO INSTALL (4) NEW AT&T REMOTE RADIO UNITS , U� T-1 TITLE SHEET S-2 ADAPTER PLATE DETAILS .. ' AT&T TO INSTALL (1) NEW AT&T OMNI-0IRECTIONALANTENNA REV DATE DESCRIPTION AT&T TO INSTALL (1) NEW AT&T ANTENNA SHROUD AT&T TO INSTALL 2 NEW AT&T 2"POWER/FIBER RISER T-2 1A ACCURACY SCE-1 SCE FINAL DESIGN () CERTIFICATION SCE-2 SCE FINAL DESIGN AT&T TO INSTALL (1) NEW AT&T 2"COAX RISERS $' AT&T TO INSTALL (1) NEW DISCONNECT g S GN-1 GENERAL NOTES SCE-3 SCE FINAL DESIGN ` AT&T TO INSTALL (3) NEW HANOHOLES ,. C-1 TOPOGRAPHIC SURVEY E-1 ELECTRICAL DETAILS AT&T TO INSTALL 3 U/G POWER TRENCH A-1 SITE PLAN TC-1 TRAFFIC CONTROL PLAN �C Vl a A-2 ELEVATIONS PROJECT SITE INFORMATION ��n hs�.N A-3 ELEVATIONS m sr s z A-4 SITE IMAGE UI 50 7 PUBLIC/PRIVATE: LIC RIGHT-OF-WAY ` 1ef £ ] bbpv 8A 4 D-1 DETAILS 5 2301[CSJ CHANNEL RD.(SLC0007), a ADDRESS: ; 3 r BLL It4ATti `x D-2 DETAILS NEWPORT BEACH,CA 92661 \ . D-3 TRENCH DETAILS ` APPLICANT: AT&T , + �1 ADDRESS: 1452 EDINGER AVE .. D� LUMINA DETAILS �T��F C C II"i TUSTIN,CA 92780 n LATITUDE(NAD 83): 33.595655 3 £ ti C04{tt3A Slgl MR1 Dee S-1 POLE DETAILS OF,. LONGITUDE(NAD 83): -117.882205 43 $�X@ i30dC4: arh LAT/LONG TYPE: NAD 83 DATE SIGNED:01/1 4 2 02 0 GROUND ELEVATION(NAND 88) ±11.45' _ f St3c(Ir� D3 Tl � EXPIRATION DATE:06/302021 I JURISDICTION: CITY OF NEWPORT BEACH Y 1 CODE COMPLIANCE IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY CURRENT ZONING: PUBLIC RIGHT OF WAY r€ ARE ACTING UNDER THE DIRECTION OF A LICENSED PROPOSED USE: UNMANNED TELECOMMUNICATIONS ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. POWER COMPANY: SCE ;£ ] CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING ADDRESS: 2131 WALNUT GROVE [� AUTHORITIES.NOTHING IN THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES. ROSEMEAD,CA 91770 k Z $6hu1x,' 1. 2016CALIFORNIA ADMINISTRATIVE CODE 2. 2016 CALIFORNIA BUILDING CODE SITE ID HBNPB 47A 3. 2016 CALIFORNIA ELECTRIC CODE N ' 30 [ ]CHANNEL RD ( LC000 4 2016 CALIFORNIA MECHANICAL CODE h x ODE 6. 2016 CALIFORNIA FIRE MCODE C 1 Cis G S W Eli 7) PROJECT TEAM 7. ANY LOCAL BUILDING CODE AMENDMENTS TO THE ABOVE NEWPORT BEACH,CA,92661 < . 3 $ 8. CITY/COUNTY ORDINANCES 9. 2019 WORK AREA WATCH TRAFFIC CONTROL HANDBOOK 10. 2017 NEC,NATIONAL ELECTRICAL CODE PROJECT MANAGER: ENGINEER: 11. CALIFORNIA OSHA CADE M SQUARED WIRELESS M SQUARED WIRELESS DRIVING DIRECTIONS DIG ALERT HANDICAP REQUIREMENTS: 1367 CALLE AVANZADO 1387 CALLE AVANZADO FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.HANDICAPPED ACCESS SHEET TITLE SAN CLEMENTE,CA 92673 SAN CLEMENTE,CA 92673 NOT REQUIRED IN ACCORDANCE WITH CALIFORNIA ADMINISTRATIVE STATE CODE PART 2,TITLE 24,CHAPTER 118,SECTION 1103B. SAC/ZONING/PERMITTING: SENIOR TECHNICAL PROJECT MANAGER: DIRECTIONS FROM AT&T OFFICE: DESTINATION WILL BE ON THE LEFT. TITLE SHEET M SQUARED WIRELESS AT&T 1387 CALLE AVANZADO 1452 EDINGER AVE. DIRECTION ARE TAKEN FROM © 2301[CS]CHANNEL RD. (� Dig Alert GENERAL NOTES SAN CLEMENTE,CA 92780 TUSTIN,CA 92780 1452 EDINGER AVE. (SLC0007), V TUSTIN,CA 92780 RF ENGINEER: CONTACT:OMAR MERE NEWPORT BEACH,CA 92661 Know whaYs below. t&t- PHONE:(562)293-6429 1. TURN LEFT ONTO EDINGER AVE Call before you dig.L AT&T Y 9 SHEET NUMBER 1452 EDINGER AVE. EMAIL:OM5039@ATT.COM 2. TURN LEFT TO MERGE ONTO STATE ROUTE 55 S THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.A TECHNICIAN WILL 3. MERGE ONTO STATE ROUTE 55 S CALIFORNIA SOUTH TUSTIN,CA 92780 4. CONTINUE ONTO NEWPORT BLVD Call Two Workin VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE.THE PROJECT WILL NOT _ f g Days Before You Oig CONTACT:KARLO DAVINAGRACIA 5. CONTINUE ONTO W.BALBOA BLVD RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE;NO SANITARY PHONE:(714)566-7310 6. CONTINUE ONTO CHANNEL RD 811/800 422-4133 SEWER SERVICE,POTABLE WATER,OR TRASH DISPOSAL IS REQUIRED AND NO EMAIL:KD270J,ATT.COM COMMERCIAL SIGNAGE IS NEW. [ i,pp NATIONWIDE SURVEYING INC. . . at&t 1452 EDINGER AVE. NOVEMBER 20,2019 TUSTIN,CA 92780 1-A ACCURACY CERTIFICATION AT&T CRAN RLOS HBNPB 047 DATE OF SURVEY: NOVEMBER 15,2019 ERICSSO SITE NAME: CRAN RLOS HBNPB. 047 - _ 330 COMMERCE,STE.200 TYPE - STREET LIGHT IRVINE,CA 92602 SITE ADDRESS 230'1'CHANNEL RD. NEVATPORT BEACH,CA 92661 I hereby certify that the.latitude and longitude of the following areas are as f S dw*wollows': Q WIRELESS '1307 CALLE AVANZADQ GEOGRAPHIC COORDINATES: (NORTH AMERICAN DATUM 1983) LATITUDE' LONGITUDE EXISTING STREET LIGHT POLE: 1330 35'44.36."N 1170 52'55.94" S'Y (NAD 83) DRAWN BY: AS 33.595655 -117.882205 (NAD 83) CHECKED BY: MM I further certify that the elevations shown hereon are Above Mean Sea Level,North American Vertical Datum 19.88(-N AVD 8 8)' H 01/14/2020 SCE FINAL POWER DESIGN L�'"� ELEVATIONS(NAVD 88) 8 12/30/2019 100%CONSTRUCTION REVISED- . 12/09/2019 100%CONSTRUCTION REVISED GROUND ELEVATION Op EXISTING STREET LIGHT POLE LOCATION =11.45 FEET A.M.S.L: E 09/27/2019 100%CONSTRUCTION TOP ELEVATION OF EXISTING STREET LIGHT POLE =36.85 FEET A.M.S.L. D 07/19/2019 100%CONSTRUCTION TOP ELEVATION OF EXISTING STREET LIGHT SENSOR(I-ffGI-IESTPOINT)=39.40 FEET.A.M.S.L. C 12/15/17 100%CONSTRUCTION 8 12/14/17 95%CONSTRUCTION A 12/01/17 90%CONSTRUCTION MEASURE HEIGHTS REV DATE DESCRIPTION HEIGHT OF EXISTING STREET LIGHT POLE = 25'-5"A.G.L. HEIGHT OF EXISTING STREET LIGHT SENSOR(HIGHEST POINT) = 27'-11"A.G.L. The horizontal accuracy for the Latitude and Longitude is±5 feet. The vertical accuracy for the Elevation is±1 feet. The m.easured.height of the features located is=1 foot. The Geographic Coordinates are based upon the State Plane Coordinate System of 1983(NAD 83) California Zone 6.and were established by static GPS Post:Processing method;utilizing NGS GPS Monuments. The.Smartnet North America C.O.R.,S.."CASA" Elevation 1.0.9.20 Feet(NAND 88). IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY S J f .., ARE ACTING UNDER THE DIRECTION OF A LICENSED r...i artli}/.. PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. scoi+ f4F vo SITE ID:HBNPB 47A 84"L 2301[CS]CHANNEL RD.(SLC0007) NEWPORT BEACH,CA,92661 CHARLES- = ; I11,PLST LS 8742 EXP. 12/O 31,2020 SHEET TITLE 1A ACCURACY CERTIFICATION NATIONWIDE SURVEYING INC. 18 52.J WARREN ROAD RIVERSIDE. CALIFORNIA 9250.9 909.841.4235 SHEET NUMBER T-2 1. THE FACILITY IS AN UNOCCUPIED DIGITAL TELECOMMUNICATION FACILITY. Q NEW ANTENNA GROUT OR PLASTER -T-T TELCO RUN 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A DIAGRAMMATIC 5/8"X 10'-0",CU. GND ROD IN OUTLINE ONLY, UNLESS NOTED OTHERWISE. THE WORK SHALL INCLUDE FURNISHING EXISTING ANTENNA 0 MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE(E) BRICK T E TELCO RUN POWER ® TEST WELL 30"MIN. BELOW GRADE. / ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. ® GROUND ROD (E) MASONRY e CHEMICAL GROUND ROD 3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS SHALL VISIT THE JOB at&tGROUNDING CONDUCTOR G G (XIT GROUND ROD) SITE AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD CONDITIONS TT' GROUND BUS BAR CONCRETE 0 AND DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES ARE TO �. CADWELD CONNECTION BE BROUGHT TO THE ATTENTION OF THE IMPLEMENTATION ENGINEER AND • MECHANICAL GRND. CONN. EARTH GROUNDING CONDUCTOR ENGINEER PRIOR TO PROCEEDING WITH THE WORK. 1452 EDINGER AVE. 0 0 0 0 0 0 0 MECHANICAL CONNECTION 4. THE CONTRACTOR SHALL OBTAIN, IN WRITING, AUTHORIZATION TO PROCEED TUS'fIN,CA 92780 ■ CADWELD o 0 0 0 0 0 GRAVEL BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED OR IDENTIFIED BY -------- CONDUIT UNDERGROUND THE CONTRACT DOCUMENTS. ® PLYWOOD , HALO GROUND CONNECTION 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN GROUND ACCESS WELL ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY SAND FUSE, SIZE AND TYPE AS INDICATED. INDICATED OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS TAKE �- CIRCUIT BREAKER PRECEDENCE. Q ELECTRIC BOX ® WOOD CONT. 6. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT 0J SAFETY SWITCH, 2P-24OV-60A W/60A FUSES, NEMA 3R ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. i}�p #`i ❑T TELEPHONE BOX WOOD BLOCKING ENCLOSURE. SO D CATALOG NO. H222NR8 CONTO UTILITY METER BASE ORDINANCEES, RULES, REGULATIONSCTOR SHALL GIVE ALL CES ANDAND LAWFUOMPLY L ORDERISH ALL OF ANY PUBLIC UBLIC ERICSSON MANUAL TRANSFER SWITCH, 2P-24OV-200A, NO FUSE, AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. MECHANICAL AND STEEL NEMA 3R ENCLOSURE ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE 330 COMMERCE,STE.200 0 LIGHT POLE ® TRANSFORMER MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE -- -- CENTERLINE LIGHTING FIXTURE, FLUORESCENT, 10.94"x 4'-0", 2/40W, JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. IRVINE,CA 92602 ® FND. MONUMENT ® SURFACE MOUNTING TYPE, HUBBELL LIGHTING CATALOG 7. THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE #WSW232T r� BEST SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE CURB/GUTTER LIGHTING FIXTURE, FLUORESCENT, 10.94"x W-0", 2/95W, U STEPDOWN TRANSFORMER FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND SPOT ELEVATION ® SURFACE MOUNTING TYPE, HUBBELL LIGHTING CATALOG PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE PROPERTY/LEASE LINE CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE IMPLEMENTATION #TWSM232T ® RECEPTACLE, 2P-3W-125V-15A, DUPLEX, ENGINEER AND WITH THE LANDLORD'S AUTHORIZED REPRESENTATIVE. ® SET POINT MATCH LINE I LIGHTING FIXTURE, HIGH PRESSURE SODIUM, 1/70W, WALL GROUND TYPE, HUBBEL CATALOG#5362 fLJ MOUNTING TYPE, HUBBELL LIGHTING CATALOG#NRG-307 8. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED AND FIRE OR 1/50W, HUBBELL LIGHTING CATALOG #NRG-121 S TOGGLE SWITCH, 1P-125V-15A, CODE APPROVED MATERIALS. tsU1 Y3 C ER Q REVISION WORK POINT EXIT SIGN,THERMOPLASTIC LED, SINGLE FACE, UNIVERSAL HUBBELL CATALOG#HBL 1201CN 9. 2ROVIDE A 2-PORTABLElOBC WITHI N INGUISEET R WITH STANRATING TO O L PORTIONS F NOT LESS THAN THE VY I(a G J \\V// MOUNTING, W/BATTERY PACK, HUBBELL LIGHTING CATALOG GROUND CONDUCTOR #PRB O PROJECT AREA DURING CONSTRUCTION. tBaT CALLS AYANZADo X GRID REFERENCE S "WP°WP TOGGLE SWITCH, 1P-120V-iSA, 10. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS COMBINATION, EXIT SIGN & EMERGENCY LIGHTING, MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH �� EXIT A COAXIAL CABLE HUBBELL LIGHTING CATALOG #PRC IONIZATION SMOKE DETECTOR W O /ALARM MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. DETAIL REFERENCE HORN &AUXILIARY CONTACT, 120 VAC, 11. REPRESENTATIONS OF TRUE NORTH, OTHER THAN THOSE FOUND ON THE PLOT OF KEY ou OVERHEAD SERVICE EMERGENCY LIGHTING, 2/50W, HUBBELL LIGHTING CATALOG GENTEX PART NO. 710OF SURVEY DRAWING (SHEET LS1 OR SHEET C-1), SHALL NOT BE USED TO CONDUCTORS � #HE6-50-2-R91 O POLE IDENTIFY OR ESTABLISH THE BEARING OF TRUE NORTH AT THE SITE. THE CONTRACTOR SHALL RELY SOLELY ON THE PLOT OF SURVEY DRAWING AND ANY ELEVATION REFERENCE X CHAIN LINK FENCING I LIGHTING FIXTURE, INCANDESCENT, 1/10OW, WALL SURVEYOR'S MARKINGS AT THE SITE FOR THE ESTABLISHMENT OF TRUE NORTH, f o MOUNTING TYPE, HUBBELL LIGHTING CATALOG AND SHALL NOTIFY THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK IF pia"-aim- OVERHEAD TELEPHONE/OVERHEAD POWER #BRH-100-06-1 A (N)POLE MOUNTED XFMER ANY DISCREPANCY IS FOUND BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWN BY: AS DRAWINGS AND THE TRUE NORTH ORIENTATION AS DEPICTED ON THE CIVIL X SECTION REFERENCE SURVEY.THE CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY FAILURE TO OVERHEAD TELEPHONE LINE LIGHTING FIXTURE, HALOGEN, QUARTZ, 1/300W, HUBBELL 0 (E)POLE MOUNTED XFMR NOTIFY THE ENGINEER. CHECKED BY: MM LIGHTING CATALOG #QL-505 12. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING - �P- OVERHEAD POWER LINE IMPROVEMENTS, PAVING, CURBS, VEGETATION, GALVANIZED SURFACES, ETC., AND f LIGHTING FIXTURE, 1/175W. METAL HALIDE, HUBBELL CAT ❑� (N)PAD MOUNTED XFMER UPON COMPLETION OF WORK REPAIR ANY DAMAGE THAT OCCURRED DURING ---E---t---E #MIC-0175H-336 CONSTRUCTION TO THE SATISFACTION OF AT&T. POWER RUN- (E)PAD MOUNTED XFMER 13. KEEP GENERAL AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, H 01/14/2020 SCE FINAL POWER DESIGN RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE 12/30/2019 100%CONSTRUCTION REVISED F/P FIBER/POWER RUN OO 5/8"X 10'-0" ,CU. GND ROD 30"MIN. BELOW GRADE. PROPERTY. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, 0 DUST OR SMUDGES OF ANY NATURE. F 12/09/2019 100%CONSTRUCTION REVISED ABBREVIATIONS 14. PENETRATIONS OF ROOF MEMBRANES SHALL BE PATCHED/FLASHED AND MADE E 09/27/2019 100%CONSTRUCTION WATERTIGHT USING LIKE MATERIALS IN ACCORDANCE WITH NRCA ROOFING D 07/19/2019 100%CONSTRUCTION STANDARDS AND DETAILS. CONTRACTOR SHALL OBTAIN DETAILING CLARIFICATION A AMPERE EMT. ELECTRICAL METALLIC TUBING MTD. MOUNTED T.O.F. TOP OF FOUNDATION FOR SITE-SPECIFIC CONDITIONS FROM ENGINEER, IF NECESSARY, BEFORE LREV 12/15/17 100%CONSTRUCTION PROCEEDING. A.B. ANCHOR BOLT E.N. EDGE NAIL MTG. MOUNTING T.O.P. TOP OF PLATE (PARAPET) 12/14/17 95%CONSTRUCTION ABV. ABOVE ENCL. ENCLOSURE MTL. METAL T.O.S. TOP OF STEEL 15. BEFORE ORDERING AND/OR BEFORE FABRICATING/CONSTRUCTING/INSTALLING ANY AC ALTERNATE CURRENT/AIR CONDITIONER ENG. ENGINEER MTS. MANUAL TRANSFER SWITCH T.O.W. TOP OF WALL ITEMS, VERIFY THE TYPES AND QUANTITIES. 12/01/17 90%CONSTRUCTION ACCA ANTENNA CABLE COVER ASSEMBLY EQ. EQUAL N NEUTRAL TYP. TYPICAL ADD'L ADDITIONAL EXST.(E) EXISTING (N) NEW U.G. UNDER GROUND 16. CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE AND DATE DESCRIPTION • A.F.F. ABOVE FINISHED FLOOR EXP. EXPANSION NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOC. U.L. UNDERWRITERS LABORATORY INC. PAGER, AND KEEP SAME ON SITE WHENEVER PERSONNEL ARE ON SITE. A.F.G. ABOVE FINISHED GRADE EXT. EXTERIOR NO.(#) NUMBER UMTS UNIVERSAL MOBIL TECH. SYS. (3G MOBILE TECH.) 17. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE SITE A.G.L. ABOVE GROUND LEVEL FAB. FABRICATION(OR) N.T.S. NOT TO SCALE U.N.O. UNLESS NOTED OTHERWISE AIC AMPERE INTERRUPTING CAPACITY FAC. FACTOR OBIF OPTICAL BASEBAND INTERFACE V VOLT AND NOTIFY THE PROJECT MANAGER OF ANY DISCREPANCIES BEFORE STARTING ALUM. ALUMINUM F/A FIRE ALARM OH OVERHEAD VAC VOLT ALTERNATING CURRENT ANY WORK. FSSIO ALT. ALTERNATE F.F. FINISH FLOOR O.C. ON CENTER V.I.F. VERIFY IN FIELD Q SE ANT. ANTENNA F.G. FINISH GRADE OPNG. OPENING W WATT OR WIRE 18. CONTRACTOR TO PROVIDE COMPLETET OF AS BUILT DRAWINGS WITHIN 10 NQ� APPROX. APPROXIMATELY FIN. FINISH(ED) P POLE WD WIDE(WIDTH) WORKING DAYS OF PROJECT COMPLETION. (t� A WHq,Q.��: ARCH. ARCHITECT(URAQ FLR. FLOOR P/C PRECAST CONCRETE W/ WITH ��P TD AT. AMPERE TRIP FLUOR FLUORESCENT PCs PERSONAL COMMUNICATION SERVICES W/O WITHOUT 19. CONTRACTOR IS TO EXCAVATE 6" BELOW EXISTING GRADE AND SPRAY WITH WEED 0 �i y AWG. AMERICAN WIRE GAUGE FDN. FOUNDATION PH PHASE WD. WOOD CONTROL. REPLACE WITH CLASS II AGGREGATE BASE AND CRUSHED WASHED V BATT. BATTERY F.O.C. FACE OF CONCRETE PLY. PLYWOOD W.P. WEATHERPROOF ROCK. AS SPECIFIED ON SITE PLAN. C7 t11 BLDG. BUILDING D F.O.S. FACE OF STUDNRY PPCPNLBD POWER PROTECTION CABINET XFER TRANSFER 20. CONTRACTOR SHALL PROVIDE TOILET FACILITY DURING ALL PHASES OF a OARD WT. WEIGHT Lti �� BLK. BLOCK F.O.W. FACE OF WALL PRC PRIMARY RADIO CABINET XFMR TRANSFORMER CONSTRUCTION. BLKG. BLOCKING F.S. FINISH SURFACE PRI PRIMARY XLPE CROSS-LINK POLYETHYLENE BM. BEAM FT.(') FOOT (FEET) P.S.F. POUNDS PER SQUARE FOOT CENTERLINE 21. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION OR THE FABRICATION OF B.N. BOUNDARY NAILING FTG. FOOTING P.S.I. POUNDS PER SQUARE INCH PLATE, PROPERTY LINE MATERIALS TO BE INSTALLED AT THE SITE, THE CONTRACTOR SHALL FIELD VERIFYBR. BRANCH FU FUSE P.T. PRESSURE \ MENSIONS ING ILT NS BTCW. BREAKER G GROUND PWR.ARE TINNED COPPER WIRE GR GROWTH (CABINET) QTY POWERQUANTI (CABINET) STRU ALL DCITURAL ELEMENTS DH HAVING A UBEARINGE ONO THE OSCOPE EXISTING THE WORK STRUCTURES OR OBE OF CRC-�FO�� BTS. BASE TRANSMISSION SYSTEM GA. GAUGE RAD.(R) RADIUS PERFORMED. IF ANY DISCREPANCY IS FOUND BETWEEN THE VARIOUS ELEMENTS B.O.F. BOTTOM OF FOOTING GEN. GENERATOR RBS RADIO BASE STATION OF THE WORKING DRAWINGS AND THE DIMENSIONS OR CONDITIONS FOUND TO BE B/U BACK-UP CABINET GI. GALVANIZE(D) (BASE STATION 3G NETWORKS) EXISTING IN THE FIELD, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND DATE SIGNED:01/14/2020 C CONDUIT G.F.C. 1. GROUND FAULT CIRCUIT INTERRUPTER RCPT. RECEPTACLE OBTAIN DESIGN RESOLUTION PRIOR TO PROCEEDING WITH THE PORTION(S) OF THE EXPIRATION DATE:06/30/2021 CAB. CABINET GLB. (GLU-LAM) GLUE LAMINATED BEAM REF. REFERENCE WORK AFFECTED. THE CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY CANT. CANTILEVER(ED) GND GROUND REINF. REINFORCEMENT(ING) FAILURE TO SO NOTIFY THE ENGINEER AND OBTAIN RESOLUTION BEFORE RISAVIOLATION OF LAW FOR ANY PERSON,UNLESS THEY CB. CIRCUIT BREAKER CPS GLOBAL POSITIONING SYSTEM REO'D. REQUIRED PROCEEDING. AREACTMGUNOEAW F DIRECTION PER ON,LICENSED COMA CODE-DIVISION MULTIPLE ACCESS (2G & 3G) GRND. GROUND RGS. RIGID GALVANIZED STEEL PARE ACING UNDER THE DIR ALTER THIS DOCUMENT. CDUK CONSOLIDATION DISTRIBUTION UNIT KIT GSM GLOBAL SYSTEM MOBILE (2G+ MOBILE TECH.) ROW RIGHT OF WAY 22. CONTRACTOR SHALL PROVIDE LANE CLOSURE PLANS PER WATCH HANDBOOK AND STATE OF C.I.P. CAST IN PLACE HDBC HARD DRAWN COPPER WIRE RRU REMOTE RADIO UNIT 1. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARDS. CKT. CIRCUIT HDR. HEADER (RADIO TRANSCEIVER) THE PUBLIC RIGHT-OF-WAY. CLG. CEILING HGR. HANGER RX-AIT RECEIVER AIR INTERFACE TRAY 23. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE CLR. CLEAR HPS HIGH PRESSURE SODIUM SAF SAFETY 2 CONTRACTOR SHALL PROVIDE LANE CLOSURE PLANS PER WATCH HANDBOOK AND STATE PUBLIC RIGHT OF WAY. CMU CONCRETE MASONRY UNIT (JAMB BLOCKS) HT. HEIGHT SCH. SCHEDULE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARDS. CNB CITY OF NEWPORT BEACH ICGB. ISOLATED COPPER GROUND BUS SDBC SOFT DRAWN BARE COPPER 3. CONTRACTOR TO RETURN (E) STREET LIGHT AND LIGHT ARM TO THE CITY OF NEWPORT 24. BEFORE CONSTRUCTION DIG ALERT NOTIFICATION REQUIRED, PHOTOGRAPHS & RECORDS SITE ID:HBNPB 47A COL. COLUMN IN.(") INCH(ES) SEC SECONDARY BEACH UTILITIES YARD. IF DAMAGED DURING THE REMOVAL, CONTRACTOR SHALL BE OF MARKINGS. CONC. CONCRETE INT. INTERIOR SHT. SHEETREQUIRED TO PURCHASE AND DELIVER A REPLACEMENT. CITY OF NEWPORT BEACH 25. TRAFFIC CONTROL PLAN REQUIRED. 2301[CS]CHANNEL RD.(SL00007) CONN. CONNECTION(OR) LB.(#) POUND(S) SIM. SIMILAR UTILITIES YARD: 949 W. 16Ui STREET NEWPORT BEACH CA 92663. CONTRACTOR SHALL CONST. CONSTRUCTION L.B. LAG BOLTS S.N. SOLID NEUTRAL DISPOSE OF THE EXISTING STREET LIGHT POLE AND ARMS IF UNWANTED BY THE CITY 26. PRE CONSTRUCTION MEETING REQUIRED WITH "ALL" PARTY/AGENCY REPRESENTATIVE AND "CITY" NEWPORT BEACH,CA,92661 CONT. CONTINUOUS L.F. LINEAR FEET (FOOT) SPEC. SPECIFICATION(S) FOR ANY REASON. STAFF. C/F CURB FACE LG. LENGTH SQ. SQUARE 4. WHERE REMOVED OR DAMAGED BY CONSTRUCTION, ALL, CURB, GUTTER AND SIDEWALK d PENNY (NAILS) L. LONG(ITUDINAL) S.S. STAINLESS STEEL SHALL BE REPLACED IN ENTIRE SECTIONS BETWEEN EXPANSION JOINTS. NO SAW DBL. DOUBLE LPS LOW PRESSURE SODIUM STD. STANDARD DC DIRECT CURRENT LTE LONG TERM EVOLUTION (4G MOBILE TECH.) STL. STEEL CUTTING AND PARTIAL PATCHING SHALL BE PERMITTED. ALL CONSTRUCTION DETAILS FOR DEM. DEMAND MAS. MASONRY STRUC. STRUCTURAL REPLACEMENT SECTIONS SHALL BE PER CITY OF NEWPORT BEACH STANDARD DRAWINGS. DEPT. DEPARTMENT MAX. MAXIMUM SURF SURFACE 5. THE CONTRACTOR SHALL REPAIR, REPLACE OR RE-ROUTE ALL LANDSCAPE, IRRIGATION SHEET TITLE D.F. DOUGLAS FIR M.B. MACHINE BOLT SW SWITCH LINES AND FIXTURES IN KIND INCLUDING LINE SIZE, HEAD TYPE, SPACING AND DIA. DIAMETER MECH. MECHANICAL TEL. TELEPHONE CONTROL WHERE DAMAGED BY CONSTRUCTION TO THE SATISFACTION OF THE CITY OF DIAG. DIAGONAL MFR. MANUFACTURER TEMP. TEMPORARY NEWPORT BEACH. DIM. DIMENSION MIN. MINIMUM THK. THICKNESS MOUNTED AMPLIFIER LINES AND FIXTURES IN KIND INCLUDING LINE SIZE, HEAD TYPE, SPACING AND 6. THE CONTRACTOR SHALL REPAIR, REPLACE OR RE-ROUTE ALL LANDSCAPE, IRRIGATION GENERAL NOTES DWG. DRAWIN G S) MISC. MISCELLANEOUS TMAS TOWER DWL. DOWEL(S� MLO MAIN LUGS ONLY (DC SUPPLY VOLTAGE) EA. EACH T.N. TOE NAIL CONTROL WHERE DAMAGED BY CONSTRUCTION TO THE SATISFACTION OF THE CITY OF EGR. EMERGENCY GENERATOR RECEPTACLE T.O.A. TOP OF ANTENNA NEW PORT BEACH. F EL. ELEVATION T.O.C. TOP OF CURB 7. THE CONTRACTOR SHALL REPLACE ALL EXISTING GROUNDCOVER. INCLUDING SAND AND SHEET NUMBER ELEC. ELECTRICAL ALL OTHER LANDSCAPING INCLUDING TURF, SHRUBS, AND/ OR TREES IN KIND ELEV. ELEVATOR INCLUDING SIZE, SPECIES AND SPACING WHERE DAMAGED BY NEW CONSTRUCTION TO THE SATISFACTION OF THE CITY OF NEWPORT BEACH. GN-1 ABBREVIATIONS 2 NEWPORT GENERAL NOTES 3 GENERAL NOTES 4 VICINITY MAP LEGEND 4 .4 a 4 s APN ASSESSORS PARCEL.NULM FOIRO 4_I °: J/d. ° d *-•�• FO FpRq MOtA11EtiT M GALE 4 / d \ ES11NG FS I"SURFACE -v- SKiN < ° J• LOT 1 RE3USM Nat HAtpK AP RAMP .--� S1REEf LIGHT ' e'' d d ° BLOCK P x R PoaiT a WAY J % a NN 4 i /W TREE PAS ed' 4 TRACT N0.518 CV STREET LIGHT 10P OF a VAULT B ar1T�ER YE °.-, Jy / , d° d 4. RAM M.B.17/33-36 �` at&t CENTER LINE —LOT LINE 4' <. O FIRE HYORAI TT FRE RIGHT OF WAY 4. ..° d 4 ° 2 T9N d -�/ v (23M CHANNEL RD) 048-283-0 i °. \ a \ L.42814 R_1J50d0 0�18 11 JO' — % a IiPASS i Site — — 4 . J_ .sc-ass J'.z..•s.-as " A d ° \ J/ 4 E OCEAN BO�ILEVA.RD:•, ° 4 4 d .° d \ cL--"—ASPHALT - 4•J 4 a < ERICSSON TITLE REPORT / _ $ 4.'. 4 J P"nu 4 330 COMMERCE,STE.200 NOT APPLICABLE (RIGHT-OF-WAY). THIS SURVEY WAS PERFORMED WITHOUT ''6 ' J' ' ° A _I ' A a % a THE BENEFIT OF A TITLE REPORT, RIGHT OF WAY LINES SHOWN WERE ° J�. 4 4' °' ` IRVINE,CA 92602 PLOTTED PER DATA SHOWN ON RECORD SUBDIVISION MAPS. NO ATTEMPT ° P 4 WAS MADE TO PLOT WRITTEN OR UNWRITTEN EASEMENTS OR SETBACK LINES. - ,�tr 4.. ° . ' 1 4A 4 °4 ° APN:048-283-07 4 d 4: (WEST&-M MEW PARK) LEGAL DESCRIPTION NOT APPLICABLE(RIGHT-OF-WAY). I I 1 d `. °• ° ° d 1 .4 °J �/a \ 5U�.E S Wv 4 P 1367 CALL!AVANZAOQ ASSESSOR'S PARCEL NO. I I °dJ. .' / 8IWa8�MECA>1Qr8B14�t .it NOT APPLIC LE(RIGHT-OF-WAY). \ d d 1I.J1FS hpP < J '/ '4 EASEMENT NOTES: I I /1 %• °'' Q 4 a 4 NOT APPLICABLE(RIGHT-OF-WAY). iLJ1FS •.°• � Je � BENCHMARK :• I LOT 21 ° ° Z *mff THE SMARTNET NORTH AMERICA C.O.R.S. "CASH", BLOCK E I °. 14 ° d a' ELEVATION = 109.20 FEET(NAVD 88) ( TRACT NO.518 J?, / 4 Iw M.B.17/33-36 I 4 '36 PAy 11 U J ° / avAss H1�TisC r�1as. BASIS OF BEARINGS APN:048-282-18 I LOT 20 / 4 4, REV DATE DESCRIPTION BY I (2173 OCEAN BLVD) I BLOCK E u' 1 ° a-so"'T lr wAr THE BASIS OF BEARING FOR THIS SURVEY IS THE CALIFORNIA TRACT NO.518 / ° ` APN:048-310-02 COORDINATES SYSTEM (CCS 83),ZONE 6, 1983 DATUM. I i / J /M.B.17 33-36 ° LJOsS d' 1a1' ° J •d v / J 4 4 APN:048-282-19 P ° dl SURVEYOR'S NOTES: ( I c `RD) DEW °THIS IS NOT A BOUNDARY SURVEY.THE RIGHT OF WAY LINES AND THEIR DIMENSIONS SHOWN HEREON ARE PER READILY AVAILABLE RECORDED I I � J PAS INFORMATION AND THEIR LOCATIONS ARE APPROXIMATE, PENDING RECEIPT J +' d OF TITLE REPORT(S)FOR THE ADJACENT REAL PROPERTY. ( I \ v, Agl ° 1 ° ' . 4•. 4 A. .•aA., �r •. E OF DATE OF SURVEY I I LAr=11s,.,>4t '"J 4' NOVEMBER 15,2019. I °•. J I ATP��»� d ° �1. 1tAw GRAPHIC SCALE mw or PaE a- / ..4 ° m�n<Aall¢r / ° J 4 A e 10 0 5 10 CHARLES L.SCOTT III,PLS 8742 LLWAK ARM ° 1 FEET EXP.12131/2020 Registration No.in the State of California. 1LS d ° . . J /' STREET LIGHT POLE PROFILESite Detail I ` °. 4 ° A. 4 °J.A 1:10 (N.T.S.) \4' SCALE:.1�5 I �/: ° Laa4°E""ar i 4 J'4 ° CRAN RLOS (]EK�36.85'AMSL ;. 4 . °. A . HBNPB 047 EE%V .0 AA11.SL / < a' 4 1.d 4Q a d a. :J �/ J/ Hi+f � 2301 CHANNEL RD. 9 4: 1 4 p 1 NEWPORT BEACH, CA 92661 -ar �' _ ° ° 1]� �_�� 571�T110Ir " z b /.,r Z E OCEAN F _ - ---� 4 �/ 4 < SHEET TITLE .20.13 Aw.sL Q RO/V7- < mi&r J'i • TOPOGRAPHIC CM2'-1e41 P"� P SURVEY ELEV-I&6T AJ.SL EabW V �— �� y'4 A a, SHEET NUMBER C-1 SITE SURVEY • NOTE: V, 1. IF DIMENSIONS SHOWN ON PLAN DO NOT SCALE CORRECTLY, CHECK FOR 114"I REDUCTION OR ENLARGEMENT FROM ORIGINAL PLANS. n n -A v p t,Z 5 ppE n �' 2. UTILITY DESIGN & RUNS ARE PRELIMINARY. PENDING FINAL DESIGN FROM " UTILITY PROVIDERS. 3. CONTRACTORS TO VERIFY SUB STRUCTURE LOCATIONS PRIOR TO ANY t (E)TREE (TYP.) \ at&t " EXCAVATION. \ \ I TO BE PROTECTED SUBSTRUCTURE 4. ALL CONDUCTORS/ WIRES & CONDUIT, SHALL BE INSTALLED IN A NEAT 7 TIO EXISTING WATER\ \ 0 \ \\\ \ \LINE ±12'-O"W / f CHANNEL RD FASHION. ALL EXCESS WIRE SLACK IS TO BE REMOVED & HIDDEN AS MUCH \ t1 (N)±101'U/G POWER RUN \ \ AS POSSIBLE. - FROM E)VAULT TO(N)WTR \ t 6-0 (E) CONCRETE STREETLIGHT (SLC p_3 ( 5. ALL NEWLY INSTALLED EQUIPMENT SHALL BE PAINTED TO MATCH EXISTING C� BUILDING HAND HOLE M \ POLE, & OR SURROUNDINGS UNLESS PROHIBITED PER MANUFACTURER. 0007) TO BE REMOVED & REPLACED 1452 EDINGER AVE. \ y (TYP.) AT SAME LOCATION (BY AT&T) (E) CONCRETE \ TUSTIN,CA 92780 ROW 2p-1" C/F \\ \ \ BUILDING \ Z (TYP.) ERI S ON E. OCEAN BLVD 32 \ 330 COMMERCE,STE.200 q 11"OF EXISTING PVC STREETLIGHT �- IRVINE,CA 92602 b \ \ CIRCUIT SUBSTRUCTURE LINE \ w o \ (E) SIDEWALK (TYP.) / ±25'-O"W/ f CHANNEL RD (N) ±41'-O" U/G POWER RUN FROM (N) WTR HANDHOLE TO C/F M \ \ i \ (N) CONCRETE STREETLIGHT oo o � , ROW - - -- ---- -_� \ 9p,_p \ (E) CNB STREET LIGHTING , :` BOX HANDHOLE ° In � a t: 1 \ M SQUAl (N) ±2'-O" U/G POWER \` '�; \\ \ I R I»(» S I p" RUN FROM (E) CNB 133? CALLE AVANZADO I 1 STREETLIGHT HAND HOLE TO I I © (N) STREETLIGHT SAMCLENtENTEC/19a6TJ(91!!�'Jda1G8M N±26'-O" U/G FIBER RUN 14' 6 0 D-3 FROM (N) FIBER HAND HOLE I TO (N) CONCRETE STREET \ A o LIGHT '1 (N) HANDHOLE 7 ' BUILDING I I 1 I \ - 185 ( ) CONCRETE STREETLIGHT W/WTR BOX D-1 CE- N 1p" DRAWN BY: AS I \ \ S 1 D-1 (5LC 0007) W/ (N) EQUIPMENT o \ (TYP.) , , \ :1 y-Z �z (N) ±5-0 U/G POWER RUN CHECKED BY: MM TYP \ \ FROM (N) SCE HANDHOLE (N) FIBER HAND HOLE BELOW GRADE l I I 1 \ \ \ 0 \ \ (H187A) TO (N) WTR HANDHOLE PE IT&T WIRELINE UNDER SEPARATE �` \ �� I t D-1 PERMIT) , ' g�.0 a O D-3 CE- ` is 0 Rt H 01/14/2020 SCE FINAL POWER DESIGN t t+ o 8 12/30/2019 100%CONSTRUCTION REVISED �n G (E) RED PAINTED CURB TO BE \ 72 F 12/09/2019 100%CONSTRUCTION REVISED ROW I I I , "1\ \ , 1 PROTECTED BY CONTRACTOR 1p, 3,- }� \ E 09/27/2019 100%CONSTRUCTION 1 �:,1 10 U ` ` p O __ _ �(E) SIDEWALK (TYP.)- 1'1" a D 07/19/2019 100%CONSTRUCTION o� �� I , - \ T , \ N SCE HANDHOLE 7 0.o OCEAN " \ ` -11" ( ) e C 12/15/17 100hCONSTRUCTION <v E, -_ E O N F ---=-�-�__--�_ :`�1 \ Z ' '` :3 10.9 (H187A) D-1 CE- B 12/14/17 95%CONSTRUCTION _ \ \ ROW- _ RONT A 12/01/17 90%CONSTRUCTION 114 2°�°5�pE `'` \\ ` REV DATE DESCRIPTION ' 2 NEW AT&T PROJECT LOCATION. T -- __ `�`� � E WALL SEE ENLARGED SITE PLAN , d: ' O \ Rp'<ESSIp�y l QROM N) ±65'-O" U/G POWER RUN �� 0OCEAN(E) VAULT (55495187) TO FRONT _ 1-2N) SCE HANDHOLE (H187A) O \ --- _- ;\`A-2 ±55'-O" U/G POWER RUN �`\\ - C� 7 7L1 ��FROM (E)VAULT(S5495187) TO :J CE- D-3 \ \ �� - -(N) SCE HANDHOLE (H187A) � (E) VAULT (55495187) It AND PROPOSED AT&TIV ' POWER SOURCE CE \ - - -� F CAS-�� DATE SIGNED:01/14/2020 EXPIRATION DATE:06/30/2021 IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY Row. ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. (E) TRASH CAN \1` (E) HANDHOLE ` ;1 SITE ID:HBNPB 47A o I \ 2301[CS]CHANNEL RD.(SLC0007) -'---- (E) SIDEWALK (TYP.) m`t NEWPORT BEACH,CA,92661 -ROW , _ (E) VAULT (S5495187) \: I CE- AND PROPOSED AT&T ' I POWER SOURCE Iv"': SHEET TITLE (E) PLANTS \ ' SITE PLAN N I I, l 9k ®w E® SHEET NUMBER A-1 SITE PLAN 24"x36" SCALE: 1" = 40'-0" 2 40' 1 ENLARGED SITE PLAN 24"x36" SCALE: 3/16" = 1'-0" °„ 2' 4' 8' A • 11"x17" SCALE: 1" = 0'-O" 11"x17" SCALE: 3/32" = 1'-0" L • NOTE: NOTE: 1)CONTRACTOR TO RETURN(E)STREET LIGHT AND LIGHT ARM TO © 1)ALL NEW EQUIPMENT SHALL BE PAINTED TO MATCH NEW STREET LIGHT. THE CITY OF NEWPORT BEACH UTILITIES YARD.IF DAMAGED 2)(N)STREET LIGHT POLE SHALL MATCH EXISTING STREET LIGHT POLES AS MUCH AS POSSIBLE, DURING THE REMOVAL,CONTRACTOR SHALL BE REQUIRED TO MANUFACTURE&MODEL. PURCHASE AND DELIVER A REPLACEMENT.CITY OF NEWPORT 3)ALL WIRE ACCESS COVERS TO HAVE ANTITHEFT/TAMPER RESISTANT HARDWARE STAINLESS STEEL. at&t BEACH UTILITIES YARD:949 W.16th STREET NEWPORT BEACH CA 4)ALL HARDWARE SHALL HAVE ANTI SIEZE COMPOUND APPLIED. 92663.CONTRACTOR SHALL DISPOSE OF THE EXISTING STREET LIGHT POLE AND ARMS IF UNWANTED BY THE CITY FOR ANY / REASON. 2)CONTRACTOR/ATT SHALL DISPOSE OF(E)STREET LIGHT STANDARD IF UNWANTED FOR ANY REASON AT NO CHARGE TO THE CITY. 1452 EDINGER AVE. 3)ANY MODIFICATION TO(E)STREET LIGHT CONDUITS,WIRE OR TUSTIN,CA 92780 PEDESTALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR/ATT. _k T/OF(N)ANTENNA i p �y**�� 33'-9"A.G.L. 11wSS 'F�.�N OIL C/L OF N)ANTENNA _ If 32'-8"AG.L 1 330 COMMERCE STE.200 (N)ANTENNA MOUNTED N B/OF N ANTENNA (N)EQUIPMENT SHROUD D 1 31'-8"A.G.L. IRVINE,CA 92602 T/OF N EQUIPMENT SHROUD 31'-8"A.G.L (N)EQUIPMENT SHROUD W/(2) z (N)AT&T 2203,(1)(N)2205&(1) 24 FUTURE 2205,(1)RAYCAP SURGE D-1 T/OF N POLE N PROTECTOR WITHIN SHROUD 28'-3"A.G.L. T/OF(E)LUMINAIRE SENSOR T/OF(N)LUMINAIRE SENSOR 27'-11"A.G.L. 27'-11"A.G.L. Q, AR `ii YY�UrIRELE S B/OF(N)R/F SIGNAGE S-2 (N)ADAPTOR PLATE }; 13$7 C A L L E A Y A[!Z A d 0 T/OF(E)POLE 26'-0"A.G.L. .SiAN CLENIE M CA 02M(9A8)3014?4 25'-5"A.G.L. 7'-5" T-5" e(N)R!F SIGNAGE D 2 4 NEW RELOCATED LUMINARIE e2 e (E) LUMINAIRE TO BE RELOCATED ' TO BE"CITY"STANDARD LED TO MATCH EXISTING T/OF FUTURE BANNER 22'-0"A.G.L I I DRAWN BY: AS I I CHECKED BY: MM I I 1 1 1 I 1 (E) TREE (E) TREE I L. FUTURE BANNER&BRACKET e LOCATION(BY OTHERS) D 1 H 01/14/2020 SCE FINAL POWER DESIGN I 8 12/30/2019 100%CONSTRUCTION REVISED F 12/092019 100%CONSTRUCTION REVISED 1 j E 09272019 100%CONSTRUCTION I - I D 07/192019 100%CONSTRUCTION C 12/15/17 100%CONSTRUCTION B 12/14/17 95%CONSTRUCTION B/OF FUTURE BANNER .. --------J 14'-0"AG.L A 12/01/17 90%CONSTRUCTION REV DATE DESCRIPTION Q�pF E8S 10N� W N�RT 02 T/OF(E)STREET SIGN C2 T/OF(E)STREET SIGN Uj v 8'-6"A.G.L. 8'-8"A.G.L. �r�j �. . B/OF(E)STREET SIGN (E) STREET SIGN TO BE RELOCATED ON RELOCATED(E)STREET SIGN ON(N) L!1 5O5 7'-3"A.G.L. (N) STREETLIGHT POLE OL T 3FA G.LTREET SIGN STREETLIGHT POLE(BY AT&T) +9"0 VA.GL - 0 (E) FENCE ST Cl'v�� (E) FENCE (E) CONCRETE STREETLIGHT (SLC 0007) BOTTOM OF(N)CONTACT SIGN INFO (N)CONTACT INFO SIGN '9�r TO BE REMOVED & REPLACED (BY AT&T) Y 5'-0"A.G.L. ATTACHED TO POLE(BY AT&T) 0-2 i OE CJ��- 0 O 9�/4 EXPIRA ION DATE�06/02021 I I © IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY (E) POLE FOUNDATION TO BE ' 4'-10" (SLC NCR TE STREETLIGHT S1 ARE ACTING UNDER THE DIRECTION OFA LICENSED ® REMOVED BY AT&T I SIDEWALK 2-3 ) PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. I [ 4,_10„ 2,-0 ,.;: 1,_3., 11•_1„ T-9" 1'-10' 1-4 .:.11 1,_3„ E GROUND LEVEL SIDEWALK 4,(E)GROUND LEVEL v 0'-0"AG.L 0'-0"A.G.L. - �' Z SITE ID:HBNPB 47A (E) SIDEWALK (E) SIDEWALK m (N) 1 }" PVC FROM (N) wrR 2301[CS]CHANNEL RD.(SLC0007) (E) CNB STREET LIGHTING Q HANDHOLE TO (E) STREET LIGHT NEWPORT BEACH,CA,92661 BOX HANDHOLE Fj7 (N) FIBER BOX (BY AT&T (N) 1 }" PVC FROM (N) FIBER WIRELINE UNDER SEPARATE HANDHOLE TO (E) STREET LIGHT PERMIT) m 1„ (N) 1 4 PVC FROM (E) CNB (E) CNB STREET LIGHTING STREETLIGHT BOX TO (E) STREET LIGHT BOX HANDHOLE (N)POLE FOUNDATION 1 SHEET TITLE STREETLIGHT POWER (BY AT&T) D2 7 (N) WTR HANDHOLE ELEVATIONS D-1 (BY AT&T)(BEYOND) 2'-6" e7 (N) SCE HANDHOLE D-1 CE- (1-1187A) ALL CONDUITS SHOULD BE 18" SHEET NUMBER MIN BELOW GRADE. EXISTING SOUTHEAST ELEVATION 11"07" SCALE: 3/1 _ ,' Z' 4' 2 NEW SOUTHEAST ELEVATION 11%17"SCALE: 3/1 _ -0" 0 2' 4' A-2 • 1,"x17" SCALE: 3/16" = 1'-0" it"x1T SCALE: 3/16" = 1'-0" " NOTE: NOTE: 1)CONTRACTOR TO RETURN(E)STREET LIGHT AND LIGHT ARM TO 1)ALL NEW EQUIPMENT SHALL BE PAINTED TO MATCH NEW UTILITY POLE. THE CITY OF NEWPORT BEACH UTILITIES YARD.IF DAMAGED 2)(N)STREET LIGHT POLE SHALL MATCH EXISTING STREET LIGHT POLES AS MUCH AS POSSIBLE, DURING THE REMOVAL,CONTRACTOR SHALL BE REQUIRED TO MANUFACTURE&MODEL. PURCHASE AND DELIVER A REPLACEMENT.CITY OF NEWPORT 3)ALL WIRE ACCESS COVERS TO HAVE ANTITHEFT/TAMPER RESISTANT HARDWARE STAINLESS STEEL. BEACH UTILITIES YARD:949 W.16th STREET NEWPORT BEACH CA 4)ALL HARDWARE SHALL HAVE ANTI SIEZE COMPOUND APPLIED. at&t 92663.CONTRACTOR SHALL DISPOSE OF THE EXISTING STREET LIGHT POLE AND ARMS IF UNWANTED BY THE CITY FOR ANY REASON. 2)CONTRACTOR/ATT SHALL DISPOSE OF(E)STREET LIGHT STANDARD IF UNWANTED FOR ANY REASON AT NO CHARGE TO THE CITY. 1452 EDINGER AVE. 3)ANY MODIFICATION TO(E)STREET LIGHT CONDITS,WIRE OR TUSTIN,CA 92780 PEDESTALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR/ATT. z T/OF(N)ANTENNA 33'-9"A.G.L. C/L OF N)ANTENNA ANTENNA MOUNTED ON IERICSSON 32'-8"A.G.L. (N)EQUIPMENT SHROUD p_1 330 COMMERCE,STE.200 B/OF N ANTENNA IRVINE,CA 92602 31'-8"A.G.L. T/OF N EQUIPMENT SHROUD (N)EQUIPMENT SHROUD W/(2) Tf OF A.G.L. (N)AT&T 2203,(1)(N)2205&(1) 2 4 z FUTURE 2205,(1)RAYCAP SURGE 0.1 OLT/OF N POLE PROTECTOR WITHIN SHROUD © 28,-3"A.G.L. N _ (N)"ADAPTOR PLATE S 2 T/OF(EI LUMINAIRE SENSOR OL T/OF(NI LUMINAIRE SENSOR NEW LUMINARIE TO BE"CITY' _ �� 27'-11"A.G.L. 27'-11"A.G.L. EXISTING STANDARD LED TO MATCH D-4 0.2 �• N IREL SS B/OF(N)R/F SIGNAGE OL 13ET CALLE AVANZADO T/OF E POLE 26'-0"A.G.L. SANCLBAENTECA8MT3(94g)3914bRM 25'-5"A.G.L. (E) LUMINAIRE TO BE RELOCATED SIGNAGE D32 in 0 T/OF FUTURE BANNER 22'-0"A.G.L. DRAWN BY: AS pil FUTURE BANNER&BRACKET 8 CHECKED BY: MM I LOCATION(BY OTHERS) 0.1 (E) TREE I° (E) TREE TYP.) pll ( (TYP.) H 01/142020 SCE FINAL POWER DESIGN 12/302019 100%CONSTRUCTION REVISED III F 12/092019 100%CONSTRUCTION REVISED E 09272019 100%CONSTRUCTION jj D 07/192019 100%CONSTRUCTION C 12/15/17 100%CONSTRUCTION OILB/OF FUTURE BANNER ,I 8 B 12/14/17 95%CONSTRUCTION 14'-0"A.G.L. (N)CONCRETE STREETLIGHT TO BEe A 12/01/17 90°h CONSTRUCTION ff INSTALLED BY AT&T(ID SLC 0007) g1 REV DATE DESCRIPTION I, I.I RpF ESSI +9"0 @ 6'A.G.L Q WN F RELOCATED(E)STREET SIGN Q �C ON{NjSTREETLIGHTPOLE "`IrQ10 c T/OF(E)STREET SIGNco 8'-8"A.G.L. OL T/OFAG.L.REET SIGN v m PARK B/OF(E)STREET SIGN �� C B/OF(EI STREET SIGN 50 OL 7'-3"A.G.L. T-3"AG.L. (E) FENCE (E) FENCE © I ST G'rv,� (E) CONCRETE STREETLIGHT(SLC�0007) 9TTO BE REMOVED & REPLACED ( V A.G.OF(N)CONTACT SIGN INFO AT&T) FOF O �`F. Q 7 (N)FIBER BOX �(N)CONTACT INFO SIGN ATTACHE p 2 .TO POLE(BACK SIDE)(BY AT&T) 9-3/4"0 DATE BY AT&T WIRELINE,.. 0.1 EXPIRATION NDATE:06/02021 UNDER SE PARATE EPARATE PERMIT ` (E) CNB STREET LIGHTING E:POLE FOUNDATION 0 BE BOX HANDHOLE BEYOND IT IS AVIOLATION OF LAW FOR ANY PERSON,UNLESS THEY (.), ( ) 7 ARE ACTING UNDER THE DIRECTION OFA LICENSED ' 'T N HAND HOLE REMOVED BY AT&.. l ) PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. D1 W eox/N WTR T ( ) 8-00 21 4 (BY AT&T) E GROUND LEVEL E GROUND * " i' SITE ID:HBNP6 47A =i/a°Pvc coN�ulr ) 2301[CS]CHANNEL RD.(SLC0007) 1-1/4"Pvc coNDulr 1. Q. NEWPORT BEACH,CA,92661 SCE TO POWER SOURCE TO SERVICE TO CNB STf2EET LIGHT POWER (E) CNB STREET LIGHTING 1-1/4"PVC CONDUIT`- 1-1/4"PVC CONDUIT BOX HANDHOLE (N)1 q"PVC FROM(E)CNB STREET LIGHTING BOX TO(N)STREETLIGHT; SEE SHEET A-2 GROUND ROD STAINLESS STEEL SHEET TITLE #6 SOLID COPPER INSULATED WITH ©EXOTHERMIC CONNECTION (N)POLE FOUNDATION 1 (BY AT&T) D2 ELEVATIONS FTO ATT FIBER SHEET NUMBER A-3 EXISTING NORTHEAST ELEVATION 11"x17" SCALE: 3/116"-= 2 4' 2 NEW NORTHEAST ELEVATION 24"x36" SCALE: 3/8" = 1'-0" 0" 1' 2' 4' 11"x17"SCALE: 3/16" - 1'-0" 3< at&t 1452 EDINGER AVE. TUSTIN,CA 92780 old ERtcssom 330 COMMERCE,STE.200 a IRVINE,CA 92602 S UR TREYS 13E7 CALLE AVANZADO SAt1 CiE7r1E11iE CA 9rLB73�3i1�bbL1 DRAWN BY: AS CHECKED BY: MM H 01/14/2020 SCE FINAL POWER DESIGN ® 12/30/2019 100%CONSTRUCTION REVISED r F 12/09/2019 10D°h CONSTRUCTION REVISED D 07/19/2019 100%CONSTRUCTION 12/ g C 15/17 100%CONSTRUCTION s £ s x <I x a� B 1 14/17 5° CONSTRUCTION A 12/01/17 90%CONSTRUCTION REV DATE DESCRIPTION irEr: NEW 27'-0" POLE LOCATION SAME AS (E) POLE _ (32'-6°OVER ALL POLE I . HEIGHT) (RAD CENTER 31`-5°) �s IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER,�y PROFESSIONAL O ALTER THIS DOCUMENT. R T � y>f £ , a I �... .. , ... .:... :,:... ..�;>w .F .....d. .".��h 3• r<?E. .: s. s,.... ..,. as w x ..._xa .. ..-� ,,,F,`,.. R^..,'k. ,€',. SITE ID:HBNPB 47A w Mgr < ., - a < .�„ri..0 z ,s..ro .,... 3<„Kf .aa[ <,s:,_ g ..✓ .k ... ..,: ... ..::. .-ewa- / .,x .,. .,..�. .,,.,. �s 301 SCHANNEL ar: attw............. , s£a>. < ..:..:. .... ..:. 3•<., x. , .:,.., :.... __aa,, .,.. >M' .. .:..w.. >:. t;.:., .. s. ... - x NEWPORT BEACH, • ..w. s r.^ ,.,,., .... .:....... .8. sw .... ..... z3= 3'<,.> �«.:_....,., .. _ ..s.... s:<x. ^3'" e'. ^ >s�a., ate.. ..�',,. € <. >. �. a ...._. ,v _ r ^. .. .< •e: > ..:>>f �.a,.3 t.>`," gy� ..:.:.. .:✓F'x ., .,. ..: n .,.. ,s e �s?i"<,.. sa` ... .} {< fY .,� :,)." f. £ SHEET TITLE s Eu S x5x.. 3 £S SITE IMAGE s 1 ?ss�s 3r ^a a'R> a , " :.. SHEET NUMBER •a. '•a, ,G i'� s o€ .1: 'i:} 15 :? :k,< 3, ;� �.w, :4, 'rL'?k',:�o-hd , z a PROPOSED SITE LOCATION LOOKING NORTHWEST 1 AVAILABLE FROM EXCEL SIGN AND DECAL. ERICSSON-MICRO RADIO 2205 GALTRONICS EXTENT-P64801-6 PSEUDO OMNI CANISTER ANTENNA Z MECHANICAL SPECIFICATIONS h t tP//w w w.w e n e e d s ig n s.c o m/ P home.p h p?Cal+1 1 J 5 DIMENSIONS(WxD.M: 7.875c4.64N7.87,INCLUDING MOUNTING MECHANICAL SPECIFICATIONS BRACKET AND ESTHETIC FRONT COVER DIMENSIONS(HYD): 24.7z 10 INCHES AND CLICK 1 AT&T VOLUME AND WEIGHT: WALL AN POLE kg(8.821bs) (626(9 kg mm) at&t MOUNTING: WALL AND POLE MOUNT WEIGHT EXCLMWNTING BRACKETS: 191bs(9 kg) PH: 510-651—0445 NO.OF CONNECTORS 10X 4.3-10 DIN FEMALE N01—DC-1 6 1"X6" NOTICE DECAL INTERFACESPECIFlCATIONS: �" �" ANTENNA PORTS: 2■4.3.10(F) '> CONNECTOR TYPE 8 4 X 4.3-10 DIN FEMALE /- 7•87" 7.87„ 4.B4n ',� FREQUENCY BAND(MHz): (1695-218012180-2400)MHz For 1 Foot Distance" VINYL DECAL WITH ADHEDSIVE ,�----�T CPRI: M D LES)Gbps(EXCHANGEABLE SFP "I I MODULES) 4 X 4.3-10 DIN FEMALE BACKING OPTICAL INDICATORS: 6 oO (3550J700)MHz 1452 EDINGER AVE. EXTERNAL ALARM: 2 ;s, O . FIELD GROUND: 1 X O O O (51505950)MHz TUSTIN,CA 92780 2 X 4.3.10 DIN FEMALE ELECTRICAL SPECIFICATIONS: ?I _ MAX WIND SPEED: 150 mph ,r OJ 0o -48 VC RAOOME MATERIAL: ASA ^ POWER SUPPLY: D OR 100.250 VAC POWER OUTPUT: 97 WATTS MAX y, CV O D SHIPPING DIMS(LxMD): 30"X19X19"(762x483x483)— N NOTICE I C E ssx so" O MINIMUMAX C FUSE DISSIPATION: 90 WATTS O OO O GROSS SHIPPING WEIGHT: 261bs(12kg) Bh O O MINIMUM AC FUSE RATING: 6 AMP � q (0�)) „" RF energy emitted by this device may exceed the FCC's general 6 ® PART NO.04127265-06460 i(GRAY) FRONT BACK SIDE r public exposure limits.Stay at least 1 foot away from the device. — PART No.04,z726S-064806(BRONM) m Cat/800-638-2822 for help if you need access within 1 foot PART NO.04,272650646o c(CHROME) RICSS N BOTTOM . 7.a7 330 COMMERCE,STE.200 IRVINE,CA 92602 1.0" °° 14 Place three NOTICE stickers at the bottom of the TOP 10.0" radome at 00 1200,2400 for each antenna. FRONT SQU R `•ul WIRELESS OMNI ANTENNA DISCLAIMER LABEL 11"07"SCALE: NTS 6 MICRO RADIO 2205 11"07"SCALE: NTS 4 GALTRONICS P6480-6 OMNI ANTENNA 11".1�"SCALE: NTSSCALE: NTS 1 1387 CALLE AYANZADQ COVER FEATURES: •STANDARD LOAD RATING:20,800 LBS.WHEEL LOAD ERICSSON-MICRO RADIO 2203 ON 10"x20"PLATE MECHANICAL SPECIFICATIONS •2 BOLT DOWN LOCATIONS DIMENSIONS O%DxH): 7.87"x3.94N7.8T,INCLUDING MOUNTING BRACKET AND ESTHETIC FRONT COVER •STAINLESS STEEL BOX INSERTS VOLLMIEANDWEIGHT: 4LITRES AND<4.5 kg(9.921.) •POLYMER CONCRETE CONSTRUCTION MOUNTING: WALL AND POLE MOUNT LIFT PINS(2 PL) DRAWN BY: AS •NON-SKID SURFACE STANDARD INTERFACE SPECIFICATIONS: ANTENNA PORTS: 2 x 4.3-10(F) •20KT0 BE EMBOSSED ON COVER ��9 ___ ?' 7.87" 7.87" 3.94" •APPROXIMATE WEIGHT=120 LBS.�i, _______ CPRI: MODU 5/10Gbps(EXCHANGEABLE SFP CHECKED BY: MM OPTICAL INDICATORS: 6ODULES) 1 RAYCAP-RSCAC-6533-P-120-D EXTERNAL/LLARM: 2 BOLT DOWNS(2 PL) w —_�__ w MECHANICAL FIELD GROUND: 1 ANTI THEFT TAMPER RESISTANT ---_= 2"x8"NAMEPLATE CONNECTION TERMINAL(POWER): COMPRESSION LUG#6—#14 AWG(13—2MM2) 1` � n ELECTRICAL SPECIFICATIONS: H 01/14/2020 SCE FINAL POWER DESIGN HARDWARE STAINLESS STEEL. RECESS 1 PL TERMINAL BLOCK y10—p26 AWG(6—0.14MM2) °^D POWER SUPPLY: 48VCOIX2100-250VAC °,CONSTRUCTION REVISED ( ) e 12/3012019 100 i NON-SKID ENVIRONMENTAL INGRESS PROTECTION(IP)RATING:NEMA 4X POWER OUTPUT: 97 WATTS MAX COVER FEATURES: OPERATION TEMPERATURE: ('C)—40-C TO+80-C Exx:ssw MAX HEAT DISSIPATION: 90 WATTS F 12/09/2019 100%CONSTRUCTION REVISED (STANDARD) STORAGE TEMPERATURE: (-C)—70-C TO+80'C O O MINIMUM AC FUSE RATING: 6AMP • POLYMER CONCRETE CONSTRUCTION ENCLOSURE TYPE(OUTDOOR)POLYCARBONATE: UL 94V-0 RATED E 09/27/2019 100%CONSTRUCTION • LIGHTWEIGHT �?` ENCLOSURE DIMENSION: (L"W"H)8.58"X 5.06"X 10.08" Y ?, (217.128 x 256 MM] FRONT BACK SIDE D 07/19/2019 100%CONSTRUCTION • STACKABLE FOOT N. \ WEIGHT: 2.25 LBS[1.02KG] • APPROX.WEIGHT 188 LBS. /S C 12/15/17 100%CONSTRUCTION 11 ELECTRICAL7 87" B 12/14/17 95%CONSTRUCTION SURGE PROTECTION DEVICE(SPD)TYPE TO UL:STRIKESORB 30-A A 12/01/17 90%CONSTRUCTION NUMBER OF CIRCUITS PROTECTED:4 SURGE PROTECTIVE DEVICE(SPD)TYPE PER UL 1449 4TH EDITION:TYPE 2 COMPONENT ASSEMBLY REV DATE DESCRIPTION 3/8"X3"HEX BOLT SURGE PROTECTION DEVICE(SPO)CLASS TO IEC 61643-11:CLASS 11 (2 PL EA END) NOMINAL OPERATING VOLTAGE[UN]: 120 V O) NOMINAL DISCHARGE CURRENT[IN]PER UL 1449 4TH EDITION:20 KA 8/20 MS M MAXIMUM DISCHARGE CURRENT[IMAX]PER IEC 61643-11 60 KA 8/20 MS MAXIMUM CONTINUOUS OPERATING VOLTAGE[UC](MCOV)150V TOP VOLTAGE PROTECTION LEVEL[UP]PER IEC 61643-11:700V Y�C 10 VOLTAGE PROTECTION RATING(VPR):20 KA 8/20 ��,ln/�1 SUPPRESSION TECHNOLOGY:MOV `` �T` '� 0x PROTECTION MODES(DUAL MODE):LINE TO NEUTRAL,NEUTRAL TO GROUND �(GOp� WN,q,QT `9 ry' ULx1H9 Ep�"1q::2�0��"�"C 6 613M 2W.FM M 616U-1 NO CF C321'1�2W3)ST t6231 2pp1,EEE WYaS:3UD]. (OR APPROVED EQUAL) s'� 0 xwx-Is-i cc"nwunw u.wr.cc co V HAN D H O L E 24"X36°SCALE: NTS 7 W_ m ,1"X17"SCALE: NTS MICRO RADIO 2203 11"07"SCALE: NTS 2 50 7 COMIMSCOPE SCC-760236966 MECHANICAL SPECIFICATIONS DIMENSIONS(W OzH): 42NO12', MOUNTING: MOUNTS TO TOP OF POLE DATE SIGNED:01/14/2020 EXPIRATION DATE:06/30/2021 10.28" O I I $59" IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY I I ARE ACTING UNDER THE DIRECTION OF LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. I I r! i STREETLIGHT POLE ' TOP _ _{ „ 1 SITE ID:HBNPB 47A 00 2301[CS]CHANNEL RD.(SLC0007) Q _ NEWPORT BEACH,CA,92661 NPT 1"GLAND CAN BE REPLACED BY € CONDUIT FITTING 1 I FRONT SIDE BOTTOM M40 GLANDS CAN BE REPLACED BY 1 1/4"NPT CONDUIT FITTINGS BANNER SHEET TITLE I I I I s DETAILS STEEL BANDING KIT W/BANNER ,n L-------------------J ARM TYP.TOP&BOTTOM 012" j! % (2"'- TO COMPLY WITH CITY BANNER /' MOUNTING-BOTH SIDES SHEET NUMBER --(2)ERICSSON 2203 e2 POLICY L-16,WIND LOAD 90MPH --- (FUTURE BY OTHERS) FRONT BOTTOM =- RAYCAP POSITION AC LOADCENTER OVP(OPTIONAL) D-1 WINDBREAKER BRACKET SYSTEM 11"07 SCALE: c LE NTS 8 RAYCAP DISCONNECT 11"07"SscACALE: NTS 5 EQUIPMENT SHROUD 11%17"SCALE: NTs SCALE: NTS 3 (4)1"0 X 36"EPDXY COATED POLE PER PLAN ANCHOR RODS WITH 90°HOOK&4" PROJ.(MIN.55 KSI)EPDXY COATED ` EM © HANDHOLE ANTI GRAFFITI COATING ON SIGN at&t CONCRETE APRON PVC CONDUIT STUBBED UP 5" ADJACENT TO HAND HOLE,NUMBER �•� Q FINISHED GRADE Cf AND SIZE AS REQUIRED 1452 EDINGER AVE. ANTI GRAFFITI COATING ON SIGN Q NO GAP-SEAL WITH NON-SHRINK TUSTIN,CA 92780 m AT&T TOWERS JJJ LEVELING GROUT In case of Emergency Contact '►�— GC TO ADD OWNER INFORMATION DECAL To SIGN E-mail:atttowers@att.comOld Stay Back Phone:(877)231-5447 I I I I Radio-frequency energy Please Reference Site ID tn N o o may exceed exposure limits. o� — ' If questions,contact facility owner Site ID CRAN_RL0S_H8NP8_047 M o R� O D E=E-mail:atttowers@att.com FCC ID z eat(ttowers@att.com 231-5447 0 a CIRCUIT CONDUCTORS&CONDUIT 330 COMMERCE,STE.200 ANTENNA SIGNAGE: OWNER / OPERATOR NOTE: TO NEXT POLE,TYP.,SEE NOTE 4 IRVINE,CA 92602 - 0 ON WOOD POLES — SIGN ON ALUMINUM WITH SS SCREW SITE ID LABEL TO BE AFFIXED AT OR NEAR THE POINT OF .1 1 U TO THE POLE POWER CONNECTION WITH TZeS241 LABELING TAPE OR #3 HORIZ.TIES AT 12"O.C. ON METAL POLES — ADHESIVE VINYL OR PLACARD EQUIVALENT BLACK ON WHITE LABELING TAPE OF AT LEAST EPDXY COATED CAGE STRAPPED WITH SS TIES 18mm WIDTH WITH EXTRA—STRENGTH ADHESIVE. USE ANY MIN 3,000 PSI TYPE II ON CONCRETE / COMPOSITE — PLACARD STRAPPED WITH COMPATIBLE P—TOUCH LABEL MAKER. TEXT SHOULD BE CONCRETE SS TIES PRINTED IN ALL CAPS WITH A MINIMUM HEIGHT OF 1/2". �'""'1 SIGN PLACEMENT: SQ,UAR �• AFFIX TO THE STRUCTURE 3-4' BELOW THE COMMERCIAL WIRELESS-7 RF ANTENNA(S) EMERGENCY CONTACT SIGN 138T CALLS AVANZADO SIZE APPROX. 8" x 5., 12-#5 EPDXY COATED BARS WNCLEAENTECAB'>1673"3914104 VERT.(60 KSI) ANTENNA SIGNAGE POLE MOUNTED SIGNS 24"x36"SCALE: NTS 11"x17 SCALE: NTS 3 R � 1"0 X 36"EPDXY COATED ANCHOR RODS W/90°HOOK IN 55 KSI) DRAWN BY: AS " #3 HORIZ.TIES @ 12"O.C. POLE BASE PLATE LOCATION L CHECKED BY: MM F 1 N 112-#5 BARS VERT.(60 KSI) MIN 3,000 PSI TYPE II CONCRETE H 01/14/2020 SCE FINAL POWER DESIGN 6 12/30/2019 100%CONSTRUCTION REVISED ALL CAGE SHALL 2'-6" F 12/09/2019 100%CONSTRUCTION REVISED BE EPDXY COATED E 09/27/2019 100%CONSTRUCTION D 07/19/2019 100%CONSTRUCTION CONCRETE NOTES: C 12/15/17 100%CONSTRUCTION 1. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO CHAPTER 19 OF THE B 12/14/17 95%CONSTRUCTION CBC AND TO ALL REQUIREMENTS OF THE CURRENT EDITION OF ACI 318,"BUILDING CODE A 12/01/17 90%CONSTRUCTION REQUIREMENTS FOR STRUCTURAL CONCRETE'. 2. MIX DESIGN REQUIREMENTS: REV DATE DESCRIPTION 2.A. CEMENT SHALL BE TYPE 11 2.8. COMPRESSIVE STRENGTH=3,000 PSI 2.C. MAXIMUM WATER/CEMENT RATIO(W/CM)SHALL BE 0.50 3. ALL REINFORCING STEEL SHALL BE SECURED IN POSITION AND INSPECTED BY THE BUILDING OFFICIAL PRIOR TO PLACING CONCRETE. �QVr ESSIQN 4. FOR FIBER CONDUIT,STUB OUT FROM FOUNDATION AWAY FROM STREET SIDE FOR FUTURE 04 iNN q(� FIBER HANDHOLE INSTALLATION. CD m NEW FOUNDATION 24"x36"SCALE: NTS a 50 11"x17" SCALE: NTS NOTE: SECURLY TIGHTEN BOLTS TO OPENING FOR 19.7 FT-LBS BY ALTERMATING ----- SENSOR �,Q�, CIV«- FROM BOLTS TO BOLTS IN OF CAG�F EQUAL MEASURED AMOUNTS OF • 25% TORQUE TO AVOID 'O DATE SIGNED:01/14/2020 CROSS-THREADING EXPIRATION DATE:06/30/2021 XBACKVIEW FASTENING LATCHES IT IS AVIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED MOUNTING ARM PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. OPENING SLIP—FITTER BRACKET o MOUNTING ARM (WITHIN ENCLOSURE) Y-i (WITHIN ENCLOSURE) _::o, SITE ID:HBNPB 47A STEPS TO ACHIEVE 2301[CS]CHANNEL RD.(SLC0007) DEGREE OF TILT NEWPORT BEACH,CA,92661 (WITHIN ENCLOSURE) SLIP—FITTER BRACKET BOLTS (WITHIN ENCLOSURE) 00000 00000 SHEET TITLE 00000 LED LIGHTS D 4 0000 0 DETAILS 00000 00000 SHEET NUMBER 0 BOTTOM VIEW D-2 24"x36" SCALE: NTS 4' LU M I NAI RE ATTACHMENT 24"x36" SCALE: N 11"x17" SCALE: NTS 11%17" SCALE: N S at&t ILY Ot NOTE.• 1 VARIES NEW CONDUITS AND UNDERGROUND FADLI71ES IN IHE ROADWAY SHALL BE INSTALLED ADJACENT 3ff EXPANSM11I.RIIM TYPES OF PAVEMENT REPLACEMENT OR CLOSEST AS POSSIBLE 70 THE EX1S77NG EDGE OF GUTTER OR CURB.1F THE.PROPOSED 1452 EDINGER AVE. MATERIAL(TYP) CONDUIT TRENCH IS IN A TRAFFIC LANE ADJACENT TO THE EXISTING EDGE OF GUTTER OF CURB, TUSTIN CA 92780 COLD PLANING AND PAVEMENT RESURFACING WILL BE REQUIRED FROM THE NEAREST LANE LINE 1. TRENCH RESURFACING IN PORRAND CEMENT CONCRETE PAVEMENT SHALL BE OF THE PROPOSED IRENCH TO THE EXISTING EDGE OF GUTTER OR CURB. IF THE TRENCH WORK A/3 PER STANDARD SPEOFICA71OYNS SECTION 306-1:5,EXCEPT 774AT CONCRETE IS IN A TRAFFIC LANE BETWEEN 7RAFT7C LANES,THE CONTRACTOR WILL BE REQUIRED TO COLD ■� PLANE AND RESURFACE 7HE ENRRE TRAFFIC LANE. THE FRENCH OPENING SHALL BE A,'•dd. SHALL BE - 4�3 8'THICK MINIMUM CLASS 560-C-3250-AND/5 DOWEL, 18 O.C. MINIMUM OF 2'FROM THE ENTIRE 7RAFFIC LANE IN ADDIAON,IF 7HE TRENCH WORK EXTENDS 413 WITH EPDXY COA7ING. NOIES ,'• R=15`FIR LOCAL STREETS AND INTO ANY PORTION OF AN ADJACENT TRAFFIC LANE OR IS DAMAGED AS A RESULT OF THE 25'f1R ARIERLAL STREETS CONIRACTORS WORK OR IS LESS THAN 5'FROM AN EXISTING UTILITY TRENCH,THE CONIRA07OR 1. ANY SIDEWALK REMOVALS MUST BE REPLACED IN FULL PANELS IN ADDIRON, 1.P,LESS DffERVISE SPECIFIEp Z TRENCH RESURFACING(N ASPHALT CONCRETE PAVEMENT SHALL BE PER WILL BE REQUIRED 70 COLD PLANE AND RESURFACE 7HE ENIIRE 7RAFFIC LANE ANY EVS71MG CITY IMPROVEMENTS//��A�CJUAES DAMAGED DURING THE STANDARD SPECIFI'CA770NS SEC71ON 306-L5,EXCEPT THAT. CONSTRUC77ON SHALL BE REPLACEDAEPAIRED AT IHE APPUCANTS EYP£NSE. i k Z., NE ilE IT FM M M fir FM PRAW, A.ASPHALT CONCRETE SHALL BE PLACED IN LIFTS NOT TO EXCEED 4"THICK. COLD PLANE EXISTING PAVEMENT(2'MIN..DEPTH) P. SIDEWALK SHALL BE RESTORED INMIN ONE WEEK OF INSTALLA7ION OF i - } Alm IV FIR sEcamARY STREETS AND RESURFACE JOIN FLUSH W11N EX STREET FAClUDES1 �4 Lw-Ess DTIERVISE Sh01M PAVEMENT FOR ENTIRE LANE AND RE57RIPE SIWLL L3 APPLY TACK COAT.AND FEATHER NEW PAVEMENT AS NECESSARY TO SEAL TRAFFIC LANES ARKINCS OF DV77RE LANE CDNDIETTHE CONTACT JOINT AND ELIMINATE PAVEMENT DEPRESSIONS WITHIN 1N WHICH'IRE ING OCCURS AND ANY 330 COMMERCE,STE.200 CURB ACCESS Raw MOLL .ONE FOOT OF THE CONTACT JOINT. 07HER.LANE DAMAGED AND 7RAFY7C LOOP(S) CDIPLY VITH CLWRfxr DUR�Nc CONsmucnON IRVINE,CA 92602 ' AM REmur/r EM * C.COLD PLANE DUS77NG A:C.PAVEMENT(2'MINIMUM DEP7H). EXACT W7D7H TO BE DETERMINED BY THE FIELD ENGINEER. FULL LANE IWDTH crAee FAX ** NO PIECES LESS THAN 5'W1DE.BETW£EN PATCH AND NEAREST JOINT � (PARKING LANE OR DRIVE) CURB RETURN AREA OR CURB AND GUTTER. SPV7** TH ON W10E TRENCH a 7HRU A.C.SECTION EkST. ## 5'MIN. 1D'TYPICAL AC PVT # '� 2'' - REPLACE SIDEWALK IL # 18" CONTACT MIN.. PER SID-180-L P7 18" 24'MIN. 11 2'OR 4'1lIN TIP VARIES T �' w Ea1Si kk W 2 JLMN RUSH 5 u I° HATCH I� I SLDPE RX MAX. VARIES AG PVT. 8• 8" EX CURB&GUTTER Q VARIABLE EXIST. :,�.. n:•• +: LANDSCAPE PARKWAY VITH TIP•TTP OR CURB k 2 EX PAVEMENT I LY CURB d GUTTER W I R E L E S$ /STANCE EXCEM T z g —•-r sAH8txBAEMECA80eess3�49y'J91btSAd 4'NIN P.C.C. T PRPERT Y LAEMIA Ex7ST. - TWICAL SECTION AREAS UW.RETE SIDEVALK CONTACT P.C.G PVl"�` �/n �:•' L �� IN CaWERCIAL AREAS VnY C T STREET 77TE£S PN°E BEDDING AAD REPLACE W1IH 1" ( �, 1-1/2'MIN. THICKER AC.THAN I _ VEAKM PLAAE'.XIINTS BAIHL PER SIA-106-L ` a :. £X.KER .CflOV PIP£L wwo AND 11/4'SAVED QUICK-XMT DP E6GWL OR AS DETffUI>NfD BY TFE .,' 840M PER STD.-105-L PIPE BEDDING AND (COMPACTION 95%MIN.) 1� H8' 8' 8' 8' 8` B' 8' 8' FIELD 17YL7NEFR o4 as OE7ERYp�O 8Y IFS' �• .••. �� —�_ '. '. BAQW1L PER STD•-106-L N 1-1/2'MIN. FIELD ENGINEER OR AS DEIDNMlNED BY THE FED ENGWEER DRAWN BY: AS ' I +s•"s CHECKED BY: MM <; ASPHALT TRENCH RESTORATION CONCRETE TRENCH RESTORATION - +^' EX.CITY OF NEWPORT BEACH URU71ES VARIABLE 3/8'EXPANSION (EI.SEWER/WATER) JOINT MATERIAL H 01/14/2020 SCE FINAL POWER DESIGN PLANTING 3? 5'MIN. NOTE. STREETS/ALLEYS RECENTLY(LAST 5 YEARS)SLURRIED/RESURFACED/BUILT SHAH ClklMIE VALK REQUIRE'EXTENSIVE PAVEMENT RESTORA77ON TO BE DETERMINED BY THE FIELD ENGINEER. 12/30l2019 100%CONSTRUCTION REVISED WEAKENED PLANE JOINTS NOTE S7REETS/ALLEYS REC£NILY(LAST 5 YEARS)SLURRIED/RESURFACED/BUILT SHALL F 12/09/2019 100%CONSTRUCTION REVISED &EXPANSION JOINTS 1"50 6/2002 REQUIRE EXMV-qVf PAVEMENT RESTORA71ON 70 BE DETERMINED BY THE FIELD ENGINEER REMSED 612002 0 E 09/27/2019 100%CONSTRUCTION APPROVED, CITY OF NEWPORT BEACH APPROVED: CITY OF NEWPORT BEACH APPROVED: 6/2002 D 07/19/2019 100%CONSTRUCTION CITY OF NEWPORT BEACH CITY OF NEWPORT BEACH APPROVED: PUBLICW'ORKSDEPARTMENT PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT C 12/15/17 100%CONSTRUCTION RCENO.36106 WORKSDEaMR RCENO.MI06 WORKSDD—tWWR RCE NO.36106 U WORKS DIRECTOR B 12/14/17 95%CONSTRUCTION ROADWAY UTILITY Date: 2 Mar•1999 Scale N.TS. PARKWAY UTILITY RCE ND.361e2 W WORKS DIRECTOR SIDEWALK DETAIL :�;1„� S :N.T� TRENCH RESURFACING b• M•(,ApA ' N me:N.T.S. am b. M.CRAGA sro D/aIM b Afar 19991 M.GNAaA S 'S' A 12/01/17 90°k CONSTRUCTION TRE1VChT DETAIL TRENCH DETAIL REV DATE DESCRIPTION • DxAwnvcNo. STD-180-L D�wnvcxo. STD-105-L-B DRAR'DVGNO. STD-1QS-L-C DRAwnvGNO. SID-105_L_]pl Q�pV ESSIpN& co � m 24"x36" SCALE: NTS 24"x36" SCALE: NTS 24"x36" SCALE: NTS 24"x36"SCALE:NTS a 50 SIDEWALK DETAIL 7 TRENCH RESURFACING 11"xl7" SCALE: NTS 5 ROADWAY TRENCH 11"xl7" SCALE: NTS 3 PARKWAY TRENCH 11"x17" SCALE: NTS 1 it'x17' SCALE: NTS �TFOF CP��-CFO DATE SIGNED:01/14/2020 EXPIRATION DATE:06/30/2021 R IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION OF LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. SITE ID:HBNPB 47A 2301[CS]CHANNEL RD.(SLC0007) NEWPORT BEACH,CA,92661 SHEET TITLE TRENCH DETAILS SHEET NUMBER D-3 NOT USED 124"x3 " SCALE: NITS 1%17" SCALE: NTS 8 NOT USED 24"x36" SCALE: NTS 6 NOT USED 24"x36" SCALE: NTS 4 NOT USED 24"x36" SCALE: NTS 2 11"x17" SCALE: NTS 11"x17" SCALE: NTS 11"x17" SCALE: NTS • FOR REFERENCE ONLY Type aF� at&t • �� GreenCobraTM Midsize LED Street Li LE .�TEKe Type LE:,��TEIC tit g 1,11E-ON GROUP Catalog No. LITE-ON GROUP GCM H-Series Specification Data Sheet GreenCobraTM Midsize LED Street light 1452 EDINGER AVE. GCM H-Series Specification Data Sheet Luminaire specifications ............................................................................................................................................................................................................................... , - TUSTIN A 92780 Housing quality Control Finish Luminaire Data F Dierast aluminum hmningwi.h unhcral Emery luminaire is performance teved WWI, Rasing receives a dtmble.hd[resistant = two-bolt slip Etter mounts to l-i/4'to 2' and after a 2-hovr lb,m-in period.Assembled polyester powder mat finish with 3.0 mil nominal Weigh 101hs(4.6 Vg) �� .ca _ (1-5/e'to 2-3,18'CO.)diameter mast arm. in the USA. [hi kness.5tandald finish Lasted to%i;.stand EPA 0.44 ft' —-- - One piece alumirium t4ncealnfhum housing provides passive 50M hours!.saltspiny exposure cer ASV 6117 g ppe•suria..s Optical Systems and Cnastal Finish per AST M G85 Tinkhmeets od th lshed Pu pladon.Pon-bult mounting M 4ensapncal systems produce IE.SNA scribe Lrecpago rating 8 per ASTM D1654.Finish ,., >ts'.•ssny.; bracket isavailable.NUuntL provisions meet Yp'2,Type 3,Type 4,or Type Shcstribu.— tested 500 hours'.UV ex sere� _ po per ASTM G354 3CvlbraVm per ANSIC13631-2010 Normal 'd'r'e fully sealed tu.lam'Ian IP65 IdU!Ig. and meets ASTN1 C523 gloss retention, Apol'ytio,.Bridge&Overpass.to-rdng has I.mineire produces 0%total lumens above 90v �_P SI leyeling adjustment from i 5-in 3.5'repz (9UG Rating,U-0).Oprional hose side shield Ust(ngs/Ratings/Labels n as air aegis f ats light off at 1/2 mounting height behind � 1 esa ass Elearczl compOrentsare a-cessed withos,l Lumma'res are UL listed for,.-in net I.caf—; aaegaales humnitm Frontside shell cuts light off at aaaa4a A;R I loo',s visa hgMslrengtll,not conductve _ In The United States and Canada DesignUghts a a.aaa as - approximately one mou-Urg helght infront or pWycarbon=_te door%Rh quckrelease la:ches the luminore(sl side).Co,-de saosh:eld Co^sornum'•qualified pnsducl.Cunsull DlL 330 COMMERCE STE.2U0 Polycerbonat-ematenalmeels Ul 74GCfor presides bttkaltd tide fgM ccntroi for erld OFLforStandard and Premium Classification s OTdercnalogN,Information A2-s0 vs ofcul-de sac applications.All shields are fle'd Listings.International Dark Sky,ssodationt:sted IRVINE,CA 92602 $arnp:e catalog Nn.GGd2-30H MVldW-2P.Gy-TOO PORT VA (RWGo.ticn)mr.formstoma;tartn%ithno installable:vithmdt_ls. Lumirsa!•e is qualified to operate at ambient gaps. t pe atti es of 40 C to 4]C. em r - - ' Ef-trical Light Emitting D!cdes `Prodsct LE-0- Vdtage j -.Ofstnbutlon nmsht 80H Dove:y - g FiaLM iFe of clgarlca.mmponenuslgC,000 Photometry :Code Tempmtureq CLrrent Code?1 IOpti ''gh-WHIlh-po%er Aite LEDs produces hours;Uses isolated po%erwpplyttwis Luminai;es photometncsaretested by certified ''"' """ """ mimmum of 90%of initial irtenso nler 75,OP3 I-3OV dimmable.Power supply is wired with Independent testing laboramdes in accordance '.GC1A2 30H !MV 1267T7k:WIN 3D309 :25 Type.'$Mrt IGY Gray 530 FqC' Fixed Drive Curtdnt [W 347 46Uy NW 4WDY. 2a Type 2 Kfed.n '.De Dark 610 1 IPCR Less Plwsnsvnud ii—sof life based on IESTM-22 USU 275k quick-disc-nect tcrminals.Po ,wp01y %ills IES 1M-79 testing procedures. ;Cod SOOCr, j3R Type 3Medk,n aroma 700 Receptacle Noursj.tEDs are tested in acmrdance'+rith lES features miNmum pe:ver factor of.Vi end i a typo 4 'aK Black 850 !PORV AN511-aim P. W--80 testing procedures.LEDs have correlated <20%Total FlarmoniC Distortion(TI:D).EMC tf+ro4nry ?5 Types u wnuul Re,:eplacle color temperature of 3000K NAB),4003K meets or exceeds F_C CFR Part 15.Terminal 10-year limited wa:mnty is standard on luminaire �� ! ! __PUt7-Cit Control Ready PC pd : R W).or 5000K(CW)and 70 CRl minimum. block accommodates 6 to 14 gauge wire.SLrge a components. GCM2 ! 40H c WL Utility Wadzge Label LEDs are lOA?f mercury and lead free. complies IEEE/ANSI.C62.41 �pj'(` 'g L''( 1^�` Curl 4B 4.8a1t Mounting Brack (N /70kA and AN51 C1362 al Resistance�d I lfY$.C'E G S.G I 4011 e''. proteeUon with I�� `® I s fume Category C High 2 Vandal �[` Bracket Cky ui rs8 and optics a[o Klt a,T I 575 .(MIS Rubber Wddl,le Guard Field Adjustability 2015,20kV/10kf.. 700 SWie Straight wire Terminal Block LED drive current can oe changed in the field aso i BBL Bubble Le+el to adjustlighl oulotr,for local conditions(not Controls Standards 1397 C A L L E A Y A N Z A D O i.....—__.....i......_...._.._...:________.._.--.___._....--..-..___.__.............._......_................._._...,....- --._Gaslal Pa�r.t Fuush___...._. _ _ I _ a _ .�7I .TE�iA 'f 95D I R' _ LUrnmeke complies%ith available with Fixed Drive Currem(FDC)or 3Wlm photomntrul roceptacie is standard. ANSI•C'362,C3363,C73510.C13613.C13635 PCR7-CR option).The speo.ed drive anent ANSI C33o 417 evil(PCR7)photocontrol Notes. _ code will be the factory set drhe current.Field receptacle is available,Al photomntrol C136.22,CL36.31.C136AS.C136.37,C336.41. s '"' C62.41,C78.377,C62.77 1 G i8lxk and Dada tie rd camult i.cury brptrerflnuhes. AlxGcoHes adiie entscanbemadetsiththecurmnt rr�p'adeshavetool-tool Other.FCC 47 CrR,lEC 60598,ROFL It,U13449, 7 ye:aRM dr.e acre de!h faetsuyset ddve urrcrr_re,adl—bk cume2 aNeaarenedn ILSSGCM H sr SkI Sh Itl 5 p-0 !elector included in the fixtm field adjustable Wireless control moduleis proyided by ether:. fi•tueto be changad,n the field to adrust light output lorbro candHon:(mt ratable w:M Giretl Drivv UL 1598 Cc—jFOCi c-P01:-0oaten).Conwk'+ctery Hwane6c emus require.spe<!.l drive current. !CSSGDW CuI De 5ac5ide meld,Snap On rargeshownmperformance data[able. 3 VomF.<kle us:.Ne,Reed dri.e wnenc5 d Iced dnrc wrV+e.NocrvekGe yi Jh PCkT{R !FSKO Front Side Shield,Snap-On- SPOTQ pec'yrequ °Pu"^' i Square pole Fl--,al Amt Bracket; a rK'.uWscurrerd sels!Ra that enaJles field aQuvablrtyd light levels nc.iaesconnxtorstoallaweasy 1RPBsv IWund Pole H.—M lArm Bracket upgmcecfwlraless dWr,;ngvk PCR7.Wireless no de by ahers. jPTB" Pole Tap Tenon Hgri:ontal S Cerrentselesermtirsduded Arm B—ln ,n ft fixture.Nat able Wacjus'r,a base spttrtsed drive cunaa jPT32- Pole top Tenon Homontal Specify the OF Orr-forceestel imrelkrm.5ee w.,,,wfwde:.ib. arm Bm¢knr(z@lave) DRAWN BY: AS 7°lush mpsMrd h.—side hild 5h0d aks l4ht offal 112—name height behird!.mmabe [WB10 W.1t Ho,ltpmal A,m Bwckal a=lush m.1mad wile-sit:shKb.Shield cis llghtoll.1 W mswnprg heght win U—e!ra and 1-2/2 [BSc Bad Dotemem Spider Krt nnnnr-ngh.,I&nn,ner,..rl�min.!.,. IaPc' Long4if¢TwixtackPhoroconnnl CHECKED BY: MM 9-lueh me,red fnmsideshesd1 r.IZM MfIrp-m nuvN one mvannng height!,fmnt M lumim!re !SC T%tit lrxk5hor.ng Up 10 Spedfy Wor(a DD,DKJ •tlK at W'I,Y n,•nM rnr Ixm'rymsyts4tl NSSu[St,and r5fy 115pecY.y My(1i67T/Vl prflV(3eNdap� ana:lt k<tory. H 01/14/2020 SCE FINAL POWER DESIGN 02G19 Leotskelemenics USA.GCM_H-Series sect$heec_M.27-19.Saecmcadp s,bjeam ch,gewhrwu:nod- s°®Tit 02019 Leoul,ilettcric,USA.GOJ_H-Serles_Spec Sheet 02.27.19.Specygcatlons subjen tq chen6e wit at ro`tt. a 12/30/2019 100%CONSTRUCTION REVISED F 12/09/2019 100%CONSTRUCTION REVISED E 09/27/2019 100%CONSTRUCTION D 07/19/2019 100%CONSTRUCTION C 12/15/17 100%CONSTRUCTION LETEKe GreenCobraTM Midsize LED Street Light LE TEI� GreenCobraTM Midsize LED Street Light B 12/14/17 95%CONSTRUCTION r . A 12/01/17 90%CONSTRUCTION LRE-ONGROUP GCM H-Series Specification Data Sheet LITE,0NGROUP GCM H-Series Specification Data Sheet --...._........_..—.Y_......_ _._. _ —--—' --_.._. --- - --'-...._.._..... REV DATE DESCRIPTION • _�T —._......____......_..._-._.�.___..._.—�__-- _ —..—. BUG Ratings 3000K( ) Type 2S Type 2P.i Type 3R iType 4 Type 5 Perfortance Data.3000K(WWI (�--- - Aldta nominal.lES fit.ivau STs aadabl<at leouk tom I lED Otfve ! BUG;77T BUG: BUG ! BUG BUG Product )) :s Code Curreni Code 3 Ratliig 1 Rating:. Rating Rating Ranng Drive s System. DelWefed ! Efticaty fdeidAdjustable Product LED:Code , 530 !B2 UO Gl I 81 UO Gl B2 UD G2 62 UO GI F UO GL Current Code'l Wattage(ih� Limmeirs(tin) (Int/W) Output Range 02 UO G2 ! 82 UO G2 83 UO Gl ....,.._ i ........ ......... ..... ... .... ..... .. 10 fit UDG3 Bl LXI Gl 530 4S 5770 220 A 6 ! 610 58 6.00 116 30H I 700 62 LID G1 R2 LID IS B2 UO G2 82 UO G2 83 LID G1 i 850 62 UDGS B2UOG2 82 UO G2 82 LID G2 B3 UD G2 I SOH iW fie 7620 ill 1A €62 UD G2 82UOC2 82 U0 G2 82 UO G2 83 UO G2 ! 650 82 8800 1D7 GCM2 30002 s '. !: IA 101 10480 104 r G7 B2 ............ '_.._.__._.:......__...._._. ....._.__._._.._....._. _._...�.._.,_. ._. 'S (B2 UO LID G2 52 UD G2 B2 UO G2 B I GCM2 ! ... .. 73.. 8�lyl 27n.._.. 2 i B 5 T' 700 (82 UO G2 2U0 G2 B2 U7 G2 B2 UO G2 83 UO G2 57S q 4DH 850 j 62 UO G2 B2 UO G2 B3 UO G3 B3 UO G2 B3 UO G2 [ r00 88 70230 13.6 s ! i 950 I 03 UO G2 82 UO G2 63 UD G3 Ol UO G2 04 UO G2 40H 850 X7 11960 ! 112 ! I 950 321 13040 lU8 ! 3A E2 UO G2 182UOG2 B3UDG3 B3UOG2 B4 UO G2 ! ! i ]A 135 ! 14090 104 y _........_.__....._.....:...__._...........__....._—.____.—..___.:_._ ..._._._...:.__..... .._._._1__..._._ NnW 4000K( ) I Type 25 Type 2R Type 3R Type 4 ......Type 5 v xraw,¢t. d I 1 ... 1 Norma hmgns Nerm:l tote,a,w¢•10%dve tofeaws k.iudng distriL,sWnl ce,LED Tom wrance,and rn,b!entlam ! - LED Dove 8UG BUG BUG BUG 8UG Produ4t d Code Cumermt tl]do Ratilig Raring: Habpg Ratfrmg_': Rating... 530 62 UDG3 3 81 UO G1 82 U']G2 B2 UO G1 83 UO GI 610 62 UDG3!82 UO G2 82 UD 132 82 UO G2 B3 UO Gl MH ! 700 ':E2 UD Gl i 82 UD G2 82 U]G2 82 UO G2 B3 UO G2 850 'E2 UDG2€02 UO G2 82 UO G2 82 UO G2 83 LID G2 IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED Performance Data:4000K(NW)and S000K(CW) ! 1A i 53UOG2 s 82 UO G2 82 UJ G2 63 UO G2 83 UO G2 GCgg2 :._._..._f_.—....._.._.._...__.._........!_....,_..._.,..._........._..__ ....-.__._ ............._ PROFESSIONAL ENGINEER, ALTER THIS DOCUMENT. TO At data mmmlnd.lES flues for all CCis eveiebk etkaek min. ; ci WB3 UD a 5'S €F2110^i s R2 UO G2 92 U0G2~v0'U0 G2 C2 ` Produ Dove System': Delnered Efficary Ffe(d Adplstable. i ?00 !32 UDG2!B2 UD G2 03 LID i 82 UO G2 83 UO G2 ! Wrrent Code 3 Wattage(W) Wmene(im)s iLsTm/W) Output Wrge 40H 850 63 UO G2 i 82 UD G2 83 LID G3 B3 UO G2 64 UO G2 i ........ ....,..a .... ,....... ... ..-.. ...,.... 530 48 6330 i 132 A I I 950 B3 UG G2 82 UD G2 i 83 WG3 83 UO G2 84 UO G2 610 58 7440 s 128 lA i E3UDG2 83 UU G3!. 83 U0 G3 83 UD G3 83 UC G2 i ............................................ 30H too326 SITE ID:HBNPB 47A ! eSSU T5082 i 9830 120 .............................................................. ... _ ......................... Type _�_—_--9590�! 131 i ➢raduct ?00 68 112FA Cade IWrrcnt Code! Rating Rating,, 'Rating Rating Red, T T _ _ _..:.......1.:_ i 130 '.E2 UOGI Bl U0 G1 82 U3 G2 B2UOG1 BS UO GI 60H 650 ;07 13270 I 124 .... I 610 E2 UUGl i 82 U0 G2 62 UD G2 ? 82 UOG2 83 LID Ill 550 121 14390 119 30H 700 i 62 UO G1!82 UO G1 1A 15430 114 82 UD G2 B2 UO G2 83 UO G2 - ..... 135 I &50 i V.UO'-7 B2 UD G2 9'LID G2 82 UCG2 93 UO G2 Nv n: I Nominal lumerc,.Nam.I tnkm„cve lC74 dunes&am indadrgdwrikudan Dip¢,tyu bin nonce,cneambienttamx,atvras. ! GCM2 ..............e................_........_82 UDG.. B21.1 OG2 83 U0 G3 B3 UDG2 B3 UOG2 SHEET TITLE t ...I... ...:... i ) 575 E2 UD G2!82 UO G2 52 UD G2 B2 UO G2 83 UO G2 700 82 UO G2 82 UO 62 B3 WG3 B2 UO G2 83 UO G2 i 43H i 953 i e`sU0G2 1 820002 83U].G3. 83UOG2 84DDG2 LUMINAIRE DETAILS 950 i 63 LID G2(82 UO G2 83 UO G3 I 83UOG2 B4U0G2 ! IA 63UOG2[83UDG3 63113G3 B3UOG3 smuam K12019Leotsk3l,:. res USA.GCM_H-Series specSnea:_02.27-17.SpechhcedousubjectrochanYw.Mut rwY.x. Cs2019 Leoteklecoerks USA GW_H-Senes5oa Sheet_02-27-19.Spediksdonssubleawchangewinoawpm. SHEET NUMBER D-4 FOR REFERENCE ONLY gkam�wm at&t 5-7/g""TOP (STD MOD9.3 POLE TOP) REV. DATE DESCRIPTION DRN. APPR. 1452 EDINGER AVE. COLLAR CAST (4) 1/2"-13UNC x TUSTIN,CA 92780 ALUMINUM 1-3/4" LG. COUPLINGS (OCTAGONAL) _ WITH 12" LG. ANCHORS ON A 3-11/16" BOLT CIRCLE "F"LEVEL CONFIG CODES "P"LEVEL CONFIG CODES (46r) OPTION CLASS ENTRY INFO. OPTION CLASS ENTRY INFO. ZOO ERICSSON ' COATING: N MIX 81 10 O.D. x 24.7" LG. 330 COMMERCE,STE.200 ANTENNA SHROUD (BY HH COVER T.B.D. FINISH 3 OTHERS) IRVINE,CA 92602 I — DOOR SCRS STD COLLAR $5832E OCT 12" O.D. x 42" LG. `:: MISC. MOD MQDFE NOTE 7 BASEPLATE T.B.D. (MODEM); BLOCK DOWN EQUIPMENT SHROUD POLE LENGTH (BY OTHERS) POLE TOP CON. MOD93 6-1/8" O.D. POLE (MOD27). CAST IN MOD MOD27 TOP WITH 2-3/4" t (1) 1-1/2" DIA. TAPERED TO: A R • 1/4" I.D. RACEWAY POLE TOP DETAIL 1-1/4" DIA. WIRE EXIT'® O STRUC. MOD- MODDC.IMS NOTE 8 � � L 8'—��t �� SPL POLE LG MODEM WIFELESS CLEARANCE& POLE TOP DETAIL 1387 CALLS AVANZADO"ET`2' f 1' CONFORMANCE DECORATIVE BASE BASE PLATE OCTAGONAL POLE SMCLI ECAA80D� m WITH NEC CODE TO POLE BE VERIFIED BY 1/2 46" f 2" 37" f 1" " CLEAR COVER (TYP.) POLE HEIGHT OVERALL BOLT BASE ULTIMATE POLE CUSTOMER POLE G.L. MOMENT WEIGHT ABOVE CIRCLE O.D. NATION LENGTH (ft.; Ibs;) (Lbs.) (8) 9 :mm PRESTRESSING' - GRADE STEEL WIRES ASTM A-421 2-3/8" O.D. GALV STEEL PIPE 0 0' cBd4xu8.r�i 2-7'-0" 27'-3" 17" 14" 43,600 1,320 DRAWN BY: AS I( )POLES REQUIRED,(PIN:TBD)EACH WITH: CHECKED BY: MM 1-5/8". -5/8 WALL (TYP) (1):SINGLE r STEEL CLAMP ON ARM ASSEMBLY(PIN:T13D) #12 GA. .SPIRAL STEEL WIRE (4)1"X 36"X 4"OR 55'ANCHOR BOLTS(PIN:42026E) 6-7/16" (NOM.) O.D. ACROSS FLATS AT 3" PITCH, ASTM A-1064 OVERALL AT 34 BELOW POLE TOP NOTES' H 01/14/2020 SCE FINAL POWER DESIGN POLE " ' #11 GA. LONGITUDINAL 1. MIX.(813N):BLACK&WHITE,EXPOSED AGGREGATE FINISH WITH NO COATING. 8 12/30rz019 100%CONSTRUCTION REVISED LENGTH t; ° STEEL WIRE WELDED TO 2. ASTM C-150 TYPE[if GRAY CEMENT. F 12/09r2019 100%CONSTRUCTION REVISED 28'-6" SPIRAL WIRE ASTM. A-1064 L 3. Vc @ 28 DAYS_7;000 PSI.,USING SPUN CYLINDER'TEST. E 09mr2019 100%CONSTRUCTION ` (MODDCIMS;MODMS) 4. f.'c @ 28 DAYS_5,000 PSI,USING ASTM C-31 CYLINDER.TEST. D 07nsrz019 100%CONSTRUCTION POLE ADDITIONAL(8) 9 MM N.T.W. 5. POLES MANUFACTURED PER ASTM C-1089.13 SPECIFICATIONS. C 12/15/17 100%CONSTRUCTION ABOGHT VE ' + Q t MUST BE BUTTONED AT 6. PROTECTIVE COAT EXPOSED P.C.WIRES AT POLE ENDS. B 12/14r17 95%CONSTRUCTION BOTTOM END &TIED TO 7. MODFE:POLE BOTTOM PREPARATION FOR FREEZING,OR CORROSIVE COASTAL GRADE TENSION WIRE AT THE TOP'OF A lzrovn 90°kCONSTRUCTION � ENVIRONMENTS;SEE DOCUMENTATION Q THE:TENSION RING 8; MODDCE CORROSION INHIBITOR MIX MODIFICATION. REv DATE DESCRIPTION HANDHOLE, WIRE EXIT, & POLE SECTION DETAIL 9. THE POLE DEPICTED ON THIS DRAWING IS DESIGNED TO WITHSTAND THE LOADS IMPARTED BY AMERON I.D. TAG POLE ORIENTATION. LUMINAIRE (1)66"OVERALL ANTENNA AND RADIO SHROUD(NOT TO EXCEED 6.7 SO.FT.EPA,130 LBS MOUNTING HANDHOLE OPENING TOTAL),'(1)SINGLE CLAMP ARM ASSEMBLY(NOT TO EXCEED Er OFFSET,2.5 SO.FT.EPA,45 LBS HEIGHT 3" x S" x'6-1/4" LG`; g-3(4" E,ACH)MOUNTED AT 24'-5"A.G.WITH THE ARM HOLDING A SINGLE.LUMINAIRE(NOT TO EXCEED 27'-11" WITH ALUMINUM COVER 0.04 OCT. 2.5 SQ.FT.EPA,50 LBS EACH),EMERGENCY SIGN(NOT TO EXCEED 1.0 SO.FT EPA,10 LBS COVER IS TO BE ATTACHED PRIOR EACH)MOUNTED NO HIGHER THAN 2T-9"A.G.,ANTENNA SIGN(NOT TO EXCEED 1.6 SO.FT.EPA, TO SHIPMENT WITH STANDARD (STD) 9-1/4" OCT. 10 LBS EACH)MOUNTED NO HIGHER THAN T-3"A.G.,&BANNER(NOT TO EXCEED 36"x 96",EPA; $PUNCAST, DOOR SCREWS I'I ACROSS FLATS 30 LBS)CENTERED NO HIGHER THAN 18-4-AG.AS'DESIGNED.ASIDE 7-10 USING A 110 MPH WIND PRESTRESSED' ACCESS HOLE ZONE(SS._1.701,Si_0.629),RISK CATEGORY 11,NON-BUILDING STRUCTURE,EXPOSURE C,SITE CONCRETE POLE 4-1/4" DIA. x 8" CLASS D,SURFACE ROUGHNESS C,:NO HILL NOR ESCARPMENT CONSIDERED.PLEASE CONTACT DIA. x 10-3/4" LG. 14" &,ADVISE MANUFACTURER IF THE INTENDED LOADING EXCEEDS THESE VALUES. AMERON I.D. TAG 0 0` GRADE *SPECIAL ANCHOR BOLTS.** (4) 1" x 36" x 4" GALV. ANCHOR 3 APPROVED BY DATE 13OLTS WITH HEX NUTS & WASHERS R IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY P ASTM F1554 GRADE 55 1<� �k}• ,F 3 �ti'S ARE ACTING UNDER THE DIRECTION OF A LICENSED ROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. (P/N; 42026E OR EQUIVALENT BY ,• C., M-SQUARED WIRELESS OTHERS) FOUNDATION DESIGN IS BY OTHERS. SPECIFIC FOUNDATION I DESIGNS MAY REQUIRE ALTERNATIVE BASE DETAIL N EWPO RT BEACH, CA SITE ID:HBNPB 47A GRADE BOLT REQUIREMENTS (4) 1-1/47 DIA. X 1 2301[CS]CHANNEL RD.(SLC0007) :. 1-3/4" LG. SLOTS CB04X08.7SPL POLE W/8'SINGLE CLAMP ARM ASSY. NEWPORT BEACH,CA,92661 3" ,,; . y/ EQUALLY SPACED ON A 16" SQ. X 1-1/4" I 16-1/2" TO 17-1/2" STEEL PLATE DIA. 13OLT CIRCLE THIS DOCUMENT CONTAINS INFORMATION WHICH IS.PROPRIETARY TO NATIONAL OILWELL VARCO. IT SHALL NOT 8E ASTM A36 ti� 1 REPRODuci=D, USED OR DISCLOSED.TO ANYONE WITHOUT111E PRIOR.WRITTEN.PERMISSION OF NATIONAL OILWELL VARCO. SHEET TITLE 7-1/2" t 1/41" I.D. DRAWN. AF1 DATE: 12/05 f 2019 CONDUIT RACEWAY POLE DETAILS 6ASEPLATE DETAIL alimepo hlSCALE: DWG. NO. REV C.OMPLIANCETOANY.CODE IVOFEXPLICITLYLlSTEt?ONTh/15'DRAV✓tNGISNOT.GIJt1RANTEEG; N.T.J. I C� 12 � 13 PLEASE CONTACT NATIONAL OILWELL�IARCO IF YOi1.l WVE SPECIFIC CODE REQUIREtifENTS, SHEET NUMBER S.1 FOR REFERENCE ONLY at&t 1452 EDINGER AVE. REV. DATE DESCRIPTION DRN. APPR, TUSTIN,CA 92780 00,44 THRU 00.81 TYP 4 PL.. 00.75 X 82 00.9.50 BOLT CIRCLE FOR SHROUD ATTACHMENT ERtC59ON f � 330 COMMERCE,STE.200 ol 1.50 0.06 / IRVINE,CA 92602 00.56 THRU 1--300 v.00.88 X 82 �, r•7 30`° SWIRE SS I 1387 CALLE AVANZADO / \ SAN t�.FJ�1ETlTE CJ�831�7'3 391bat4 — { DRAWN BY: AS CHECKED BY: MM H 01/14/2020 SCE FINAL POWER DESIGN 02.50 f 0.06 ID L / ` 05.13 BOLT CIRCLE e 12/30/2019 100%CONSTRUCTION REVISED (FOR USE WITH MOD94); MATERIAL: F 12/09/2019 100%CONSTRUCTION REVISED A36 STEEL PLATE E 09r27rz019 100%CONSTRUCTION E741NELD FILLER D 07/19/2019 100%CONSTRUCTION i USE GRADE 5 UNCOATED NUTS C 12J15/17 100%CONSTRUCTION 00.44 THRU GALVANIZE PER AST'M A123. a 12/14n7 95%CONSTRUCTION 0.75 X 82° \ MATERIAL.CERTIFICATIONS REQUIRED. A 1vov17 90%CONSTRUCTION \ + 03$9 BOLT CIRCLE REV DATE DESCRIPTION NOTES: (FOR USE WITH MD93) 1.ALL DIMENSIONS ARE EXPRESSED AS INCHES UNLESS OTHERWISE NOTED. 2.CORNER AND.FILLET RADDI TO BE 1/32"UNLESS OTHERWISE 03.5.0 BOLT CIRCLE NOTED.. 3. DEBURR ALL SHARP EDGES. (FOR USE WITH MOD38) 4.AFTER FABRICATION GALVANIZE TO.ASTM A123 (R4:13)TYP.ALL EDGES 5.ALL HOLES SHOULD BE CLEANED UP AFTER GALVANIZING 6.CHASE THREADS AFTER GALVANIZING (0.50) 7.TOLERANCES FOR ALL BOLT CIRCLES_±0:06 ,� 8.TOLERANCES FOR ANGLES+1. �- r� r r-r II N 1 I N II TOP MOUNT ADAPTER PLATE FOR USE ff IS ACTING UNDER RTHEDREC PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. WITH COMMSCOPE SHROUD FOR USE WITH ANY AMERON POLE WITH MOD.94,MOD93 TYP. OR MOD 38 POLE TOP SITE ID:HBNPB 47A 3/16 /4"-1.0 GRADE 5 NUT 2301C THI6D000MENTOONTAINSINFORmAT10NWHICHISPROPRIEfARYTONATIONALOILWELLVARW.RSHALLNOTBE REPRODUCED, OR DISCLOSED TOANYONEWITHOUTTHEPRIORWRITTENPERMISSIONOFNATIONALOILWELLVARCO. S]CHANNEL RD.(SL00007) NEWPORT BEACH,CA,92661 DRAWN: KB DATE: 0.3/01/19 ML-� � SCALE DWG.NO REV. on APPROX. WT:15.0 LBS N.T.S. 56248E SHEET TITLE ADAPTER PLATE DETAIL SHEET NUMBER S2 FOR REFERENCE ONLY at&t 1452 EDINGER AVE. TUSTIN,CA 92780 / 1 FINAL DESIGN - APPROVED FOR CONSTRUCTION EROSION 330 COMMERCE,STE.200 %t IRVINE,CA 92602 � JOB SCOPE: -� -AT&T TO INSTALL HH H187A TO FEED NEW _ WTR HH SPLICE BOX OC MAIr .BL Tj.I� -AT&T TO INSTALL WTR HH -AT&T TO INSTALL DUCT AND CABLE FROM S WIRELU A R SS H187A TO CO WTR HH 1,38LE AVANZADO -CUSTOMER CONTACT: TIRZAH STARR (602) 488-2700 DRAWN BY: AS CHECKED BY: MM Co: WTR H H '� 13 (HH-9) 1 65' RAI% H , 85187 TO H187A H 01/14/2020 SCE FINAL POWER DESIGN IN:80' 2-1/0 1—#2 CLP ® 12/30/2019 100%CONSTRUCTION REVISED EPL OK BOTH DIRECTIONS F 12/09f2019 100%CONSTRUCTION REVISED E 09/27/2019 100%CONSTRUCTION Cl OWNED D 07/19/2019 100%CONSTRUCTION Cl: HH H187A �� T C 12/15/17 100%CONSTRUCTION Wfl �4SI:C BARS . , B 12/01/17 90%CONSTRUCTION EX: S5495187 SURD A DATE DE CONSTRUCTION 4'X4' CONCRETE PKWY lil REV DATE DESCRIPTION 1 1i EX: 50KVA 12KV 120/240 1P CR 65- CM DUCT 2 1/20 TO 4° SOUTHERN CALIFORNIA CF: 65 CM DUCT FOR EXCAVATION MEDISON PROJECT REQUIREMENTS (Y/N) ~` IN: 80- CBL 2-1/0 1 2 AL 3-1/C 600V CLP PLEX � An Facer 1ntT0anrAnorvAt r,r Cl: 1- S HH CONIC 17 X30 X24 EDISON EASEMENT REQUIRED FN1 ---� -" ----` CR 1- SS TAX EXCV CST FOR BD/PAD/PB/PME/SB/SOE PWRD 88 REQUIRED �Y o IN: 1- CNN BAR INS LT DUTY J8-350 1P 4-WAY UG CIVIL ONLY WORK ORDER pN PERMIT REQUIRED nY 1 SCALE:. 1" = 30' PERMIT TYPE: TRAFFIC CONTROL 0 30 so OUTAGE REQUIRED �N , IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY DISTRICT PROJ.MGR HUNTr=R, YOLANDA D PLANNER ROSALES. THOMAS V DESIMER ARE ACTING UNDER THE DIRECTION OF LICENSED 33 - HUNTINGTON BEACH PHONE 62f-484-6772 PHONE 949-590-6830 ROSALES. THOMAS V PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. OUTAGE DATE:�A TIME: N A PROJECT N0. SERVICE REQUEST MSR N0. PRODUCT-1 ASSOC DESGN 1864207 2766714 1632436-LINE EXTENSION TRAFFIC CONTROL REQUIRED DY CIRCUIT VOLTAGE THOMAS GUIDE PRODUCT-2 ASSOC DESGN JANUARY/12KV SITE ID:HBNPB 47A PIED. TRAFFIC CONTROL REQ'D ❑Y SUB PG NO. CIRCUIT CODE PRODUCT-3 ASSOC DESGN 2301[CS]CHANNEL RD.(SLC0007) I LAFAYETTE I I NEWPORT BEACH,CA,92661 CONVEYANCE LETTER REQ'D rN_j INVENTORY MAP 26-14C-5 J.P.A.NO PROPOSED CONSTRUCTION(LOCATION) AT&T SITE #188453 ENVIRONMENTAL CLEARANCE REQ'D 0 2301 CHANNEL RD CSD 140 (TLM) REQ'D Q �1 NEWPORT BEACH, CA 916,61 SHEET TITLE 0124: Rev.02/08/18 F 12/27/19 ROSAM 51423 ADAPTER PLATE TYPE DATE APPROVED BY CHECKED BY I DRAWN BY PAX SHEET DESIGN\DRWG NO. DETAIL Southern California Edison Company1 OF 3 1219678_0.01 SHEET NUMBER SCE-1 FOR REFERENCE ONLY , 1 at&t 1452 EDINGER AVE. TUSTIN,CA 92780 C low 41 ERICSSON o ; o pof m ;; wi E •' ,' Q " . E aka v 330 COMMERCE,STE.200 'a v ,/7 —v- LL7�a W 8 E $ '� �m � a, `$ � �� '`� .�� c c IRVINE,CA 92602 s- co .; $ ° l; ss 8 s s� z m 8's €m ,s o 0 En v � $8 IS 2 - a SG,' T �� y::$g" o�' a d t M Or o p v o M -fit o +� v O m �' go -� n r c �o � c E to v � o 0 0 a E a c C G � $o E`er # b c 8-p $ `o �� ocg Y'3u " "g $ o a c g e Gr $'v of c.c �G g�; c � •� o �+�r m F� �� o c a a+s+c I5 1!P O" �'p°U S �' m �� e i yjp 7�s-S a tW n ri p� m ram�Q n S i6�®7 0 M.S-6 m O..O f' �O- O •e •.40 6 C C/O*•t, (/J •4�a W m' p +' 04,E a C = .Y S 011 .� {1a gyp, k ��QT, I a rg��{ aC �� -5 �m Cq 1 � A 1CUE E o ��gjn 5 WIRELESS O C a W n� Mv� ^ f O ,6 �C� � � O W ��T .ia ��+�.£ �® -�C i+`►' O e - lc Call l� o m»- a o o r a o m p ° ,cii !e�`1 a ym �.S t O 1387 CALLE AVANZADO 6 s� p 3�6 O +' r.. .1 E��S j u � a� m c a s O. a G S v il v �Cp y(�l7J �° �. yO� �p rp .s e a�y, j ap �u+_ Egg a (� SJW CLBUIETITECA8�6T3 '#188L4 a a Q V W !]»_ .,,7� .-1�. ��o a•� �+'m$ G.C�- E.a � 'S -a n�*�1i o�42 C� df bm:� o i3 Q �S� s "� Eo 7 w'i n mP�a� -E �� op�E $ _c8a8 a W yid 8 a E £ b m �� $o a, S ooT�� g it a O O b �i 'Eli ari $•E1c r� + i U p- or — , •?—^� # a oG �. �t ■ t� v 1J i'C EU— M1 Zf�FiW 6 _�g—¢ .4U �.:' #. �"m._ m O ,a g.c+p. 3I �N�� u L m n•«. 8 LtJ C 'a 'Op .. ` .0 a r o N i?r a o p-2 '2 o I5 a, ro 2 a. 6 n o 2:5 �� 7 �' G $ :5 1` se` ��c � �E•«� # Co `•`�Z' g p b�� 8 `i3 bw vu-G sC. �+I«-<pC,yy U 8 p �. N o p O iQ E fy C$� o o a O rt� 'a E 6 ,1� G v-O•4, _ p— ,� 4� f+y E e C ++C -s■' ly P$ r C J,r �■ •D�:C — O o o =, �^�, 15 - � y p o +.+� O w� '!'m e O o. s TIE 3 M� m -�` =o 5 35 vL � a 8 m a ' I—al .s (L m 7 �'a m g fx� r+ j O O W O �. L O ' m p E a o f a g m Z � v $'F�S S Y r Z�a,. �►.6 m a DRAWN BY: AS c �a.G �t 8f O N 7 m e $ MM 5 'a,- "$8c''rS,� �� a E� �4N o E Qa ��'E to 'E € a $ r�i Z a u .+ g 6 -�i E 9 1 o y, o, Y o o 0. g,� Q .+ G m o m �� .+E � s c� s CHECKED BY: o g e C� aL��a Fc'a • op o •3 30N .' _ 0 2 ¢ is o d E a ale v�d p fit^ fs `"a� � - O m E o ,� o S _ m C E p O ii C ++r U b L7 W &pq r W ,� ,�, yQ C x'� O � - p C 8 : E r Ts�� `� 8•_E� ��IA,� C ya { ��p � C pp C m� �rr'i• �Ot pr0 Ohs�� 'ate �tl� Wm r�1_. a y� .4.+ +� O G v GC � �a Wa G a B% • c..E O•C.0 j'G 'p Y�G $ � iKo O C ip O =E gA - � •k�� m d p O p p �y t1 a C O .V - E- a U �, n� m rn y ,+ Q Q ;'1,t y� a m g .0 .9 4m o �m % o o O o n C p H 01/14/2020 SCE FINAL POWER DESIGN oG 0 , E �� 5 E m•� �� _ op� 8 � � - Cm n $*o' '� o�?Y7is � �lf �S� yRki S a ��i� r4 E�° r U Q x ,� is.� b �' d p S.�?-R .o I-S i—m � . a a.,�" 1;? $ _' •� �-•�y+' �' E p o e 12/30r2019 100%CONSTRUCTION REVISED Z Gs t v E rS o.�nu o�c1 ��v �_ZS S -M —_a o—.l4�� u—_ o v �P� A. "S p �'iei O p a s OM �7 '� 3 G a[E L- �j Z li {V W y � �g O Ca0 tom—8r $�m$ Via , $E g m '5� � '� � lc O OQ +'+ •= F 12/09/2019 100%CONSTRUCTION REVISED G bb _ v 8��0o GG `F v U -O • fa .a� 0.179 O ZS ,.• _ E ae _ E v o 73 x W a a,`o eD .E :3 V v O a p $ � 8— U3 E E ZZpQ E a C a CC c 1i r CC m .m v 3 �O S c r� j m m m p 7 E 09/27l2019 1D0%CONSTRUCTION .r•�� r—¢ :L' C Cp ,G #!'1 m-� a��' Oa $O — 7 " a ++C a 2 �1 O J C� 7 if p —O n - c 61 -• � �•t O I� OQ a E �.#O m G O�—y {� \ (J '6 < S;m T= 8 9.. 4 P C• • • �� -�4$ b p ,� r E .S 1 4 0 � p �o�o E� (/� y� � D 07/19/2019 100%CONSTRUCTION � y T3 .E E,S� a.g=.s bd E I�w E v �� t3�- 3t S Ta °' '�- cosp c` L°a `� G <� y6'S� a!} •$Fn ° r c� w G c O - <3` v F »•o R_a _ z 9 �iL, Vf S !; o p a n �5 �c 6v A r\cl, C 12/15/17 100 k CONSTRUCTION O ��o is � a�i�U 5�a �Hda.ga-—oZZ=ISZ F� �� V a��a ��E`o!r ra y�� 5�� <y �Jf .�i�o�t3 �� _��F3 O 6�� W�!8� p � � B 12/14/17 95%CONSTRUCTION c3 > 4 o ��g d.c a3v d.:d, r j ii d J_d 4S .: ON t a dr J_d da d . o z v o ,° U �� It cd rj m ^ m = O A 12/01/17 90/CONSTRUCTION ZZ zz o REV DATE DESCRIPTION F Z O Z r� Z Z vi F F a F TIE-IN MADE THROUGH SIDE WALL OF STRUCTURE 0 z zSCEL Inspection :2 - 5- (Vault, Manhole, PME, SOE/CST, SURD, Slab Box,Pull Box, PMH) i w I.- o o H- Fo I- Ix The The customer is responsible to trench to the structure entrance Contact SCE 48 Hours in advance c o 2 oo > SF 5 5 point and bring the conduit to within 5 of the structure being for a Pre-Construction meeting o w zo o aW o U entered. The customer is to provide slip coupling and conduit. and/or Inspection. (/} o " NN E —w Email: NDPFCSOSCE.CCM m is 5Z `b` Wo Z z a} Ld Z W C9 ZW p W W UoU) C u m U O j _ _ 0<ZaJ a= W F _ l7 IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY Z Z O U J _J U O Q J a LL W =Z N z DISTRICT PROJ AIGR. HUNTER, YOLANDA D PLANJNER ROSALES, THOMAS V DESIGNER C ARE ACTING UNDER THE DIRECTION OFA LICENSED Z 33 - HUNTINGTON BEACH PHONE 626-484-6772 PHONE 949-590-6830 ROSALES, THOMAS V PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. U) [_� 2 O Z LLI W W W L j _ p Z ED GJ Z PROJECT N0. SERVICE REQUEST MSR N0. PRODUCT-1 ASSOC DESIGN U w w W w �- o W w W 18fi4207 276fi714 163243fi-UNE EXTENSION W I I N I'-Z M 8 CIRCUIT VOLTAGE THOMAS GUIDE PRODUCT-2 ASSOC pE�N U) in F a cwn N z JANUARY/12KV Z 1 m W 5 m>- V V a 10 SUB PG Na CIRCUIT CODE PRODUCT-3 ASSOC DESIGN SITE ID:HBNPB 47A T } I z z za o Iz o LAFAYETTE 2301[CS]CHANNEL RD.(SLC0007) c o 0 o Z v w I F w .j W INVENTORY MAP 26-14C-5 J.P.A.No. PROPOSED CONSTRUCTION(LOCATION) NEWPORT BEACH,CA,92661 Q W z �" zz w z z °I z w z o W m v _o 2 0 ` AT&T SITE #188453 a_ z W m z m z m a p o a '�'a 2301 CHANNEL RD CK L!J a ``o o `` o o m NEWPORT BEACH, CA 91fifi1 U Z � Z Z � SHEET TITLE Z Z 69 L� W 0 W 0 w 0 W >.a F 12/27/19 ROSAn 51423 ADAPTER PLATE C7 o p b z p DATE APPROVED BY CHECKED BY DRAMM BY PAX SHEET DESIGN\pRWG NO. DETAIL z z � z o: a�. � Southern Califomia Edison Company 2 3 OF 1219678_0.01 SHEET NUMBER SCE-2 S FOR REFERENCE ONLY at&t 1452 EDINGER AVE. TUSTIN,CA 92780 CONCRETE PRODUCTS T.L.M. DATA: CONNECTING TO EXISTING SCE STRUCTURES Precast concrete item complete with neck. Cover and SIZE KVA CUST LOAD a Per SCE requirements, customers are not allowed to enter, intercept or Olt inserts may be obtained from any of the following listed tie-in to existing SCE facilities; e.g. structures, equipment. multi-conduit and approved manufactureres: EXIST. 50 56 13 112.1 % runs/banks, or conductors. These facilities may be energized and the work will only be performed by SCE. Contact the appropriate SCE PROP. 5_ 57 13 114.0% inspector to schedule an appointment. Customers may connect to an ERICSSO1� JENSEN PRECAST existing conduit stub without a SCE Inspector present. ' q' 330 COMMERCE,STE.200 VOLTAGE DROP:14221 San Bernardino Ave., Fontana, Calif. 92335 0.08 ° • Multi-conduit runs/banks are runs of conduit in close proximity to each CONDUIT RADIUS REQUIREMENTS: IRVINE,CA 92602 Phone: (909) 350-4111 FLICKER FACTOR: N/A other and other SCE fncllltles. A conduit stub Is a single empty conduit (800) 257-6100 stub that is not in close proximity to other SCE owned facilities. Refer A. The minimum radius for bends are: PRI. CIRCUIT: JANUARY/12KV to the work order mop for details. 36" for conduits 3" in diameter or smaller UTILITY VAULT CO. Per CPUC/SCE's Rule 15 B.1.A and Rule 16 D.T.A., the customer will 48" for conduits 4" and 5" in diameter 10650 Hemlock Ave., Fontana, Calif. 92335 provide all necessary excavations (with the exception of excavation under 600 for 6" diameter conduit Phone: (909) 428-3700 pads and primary splice boxes), material(including conduit and B: The minimum radius for sweeps are: (800) 626-3860 structures) and encasement, to be utilized In the Intercept/tie-in 36" for conduits 3" in diameter or smaller S 0 U A R 9 ErEw process. 12'-6" for conduits'e in diameter and larger, WIRELESS FOR HANDHOLE AND PULLBOX MANUFACTURERS, • The customer must adhere to all applicable Cal-OSHA, local, city, state unless otherwise noted. 1E07 CALLE AVANZADO SEE UGS HP 200. and federal regulations,(including, but not limited to, all necessary + shoring and traffic control In place to perform the intercept/tie-in work D41: Rev. 07/12/07 by SCE'a underground civil contractor(s)). NOTE: 0 Inter cept/tie-in work must be coordinated with SCE's civil contractors ALL ELECTRICAL DUCTS AND STRUCTURES WILL TYPICAL HANDHOLE INSTALLATION through the Division Inspector/P-spec to limit exposure of excavation(s). CONFORM TO GENERAL ORDER #128 (RULES FOR Customer is responsible for securing excavation(s). CONSTRUCTION OF UNDERGROUND ELECTRICAL SEE UGS HP 205 SUPPLY AND COMMUNICATION PRESCRIBED BY THE DRAWN BY: As Doe: ii/T3/ia PUBLIC UTILITIES COMMISSION OF THE STATE OF CALIFORNIA, JANUARY 2006). CHECKED BY: MM uFws M(0 BOLT HKM(2) UNDERGROUND SERVICE ALERT o� CUSTOMER NOTE H 01/14/2020 SCE FINAL POWER DESIGN 1-800-422-4133 TYPICAL CONDUIT BANK SECTION e 12/30/2019 100%CONSTRUCTION REVISED • v or 1 —Schedule 40 PVC F 12/09/2019 100%CONSTRUCTION REVISED 1-800-227-2600 SEE UGS CD 120 E 09/27/2019 100%CONSTRUCTION EXTENSION 2 —Schedule 80 sweep d riser pole • D 07/19/2019 100%CONSTRUCTION Call USA 3 -Duct to be a minimum of 30 below finished. grade ALL COVERS TO eR IOEN7FM VMH For Underground Locating " C 12/15/17 100%CONSTRUCTION o� WW IN 1/r(MIN)auXK 2 WorkingDa Before You Di 4 —Install a 1/4 poly pull rope in duct for mtlndrelling ECESSED V=TIER& y� g B 12/14/17 95%CONSTRUCTION R z 5 —Duct must be inspected before backfilling KNOCK OUT � A 12/01/17 90%CONSTRUCTION (I"REQUIRIM) TYPICAL COVER c 6 -Duct must be mandrelled after backfilling F L REV DATE DESCRIPTION f7 TYPICAL ASSEMBLY LEGEND CODE DEFINITIONS 13r WARNING (WITHOUT COVER) a-CUSTOMER CONTRACTOR INSTALLEQ: MATERIALS FURNISHED AND BEDDING INSTALLED BY APPLICANT AT EDISON'S EXPENSE AND ARE DEmm E E THE EXCAVATOR MUST TAKE ALL STEPS NECESSARY TO AVOID M.EDISON.(EXCEPTION: STREET LIGHT.ELECTROLIERS WILL BE CONTACT WITH UNDERGROUND FACILITIES WHICH MAY RESULT IN GRACE INSTALLED BY EDISON'S CONTRACTOR.) T INJURY TO PERSONS OR DAMAGE TO FACILITIES IN THE AREA. A ; ..,�.;, K a• , , 00-CUSTOMER CONTRACTOR OWNED.MATERIALS FLOOD.INST&LED. 3. THE INDICATED LOCATIONS OF ED" UNDERGROUND FACILITIES, OWNED.AND MAINTAINED BY APPLICANT. 1 AS PROVIDED,ARE BELIEVED TO BE ACCURATE, HOWEVER, THE Flar'o AIR W OF-CUSTOMER CONTRACTOR FURNISHED. MATERIALS FURNISHES AM DIRECT BURIAL FINAL DETERMINATION OF EXACT LOCATIONS AND THE COST OF oa►arrls INSTALLED BY APPLICANT AT APPLICANT'S EXPENSE THAT MAY BE SIMILAR CONSTRUCTION FOR FEWER CONDUIT 4TS DOM TO EDISON• 2 CONDUITS MAX REPAIR TO DAMAGED FACILITIES IS THE RESPONSIBILITY OF THE EXCAVATOR:IN-INSTALL MATERIALS FURNISHED AND INSTALLED BY APPLICANT IF 081:Rev.09/23/08. APPLICANT WSTALLFD PROJECT AIR BY Fn gn N'EDISON NISTAiM KAM.(DWTION:FOR AN APPLICANT WSTALIED LINE EXiENSION. CRUSFD ROCK / n "7E CONDUIT ALONG STATION NOS. NAMM END i,�ol.E T-r(WI HAM µ AMSK T TO AN V LEQN CODE�PRESENIS DISTRICT PRo,I MGR HUNTER, YOLANDA D PLANNER ROSALES, THOMAS V DESIGNER ,I �+ IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY LA (�N 04) sF$'llp 33- HUNTINGTON BEACH PRONE 626-484-6722 PHONE 949-590-6830 ROSALES, THOMAS V ARE ACTING UNDER THE DIRECTION OFA LICENSED DIRECT BURIAL MATEIM TO BE PROVIDED BY APPLICAN AHD T INSTALLED BY EIISai PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. TYPE CONDUIT OR HBO IN ALL CASES.REFER TO OPB 8258.PROJECT MATERIAL LIST BY PROJECT N0. SERVICE REQUEST MSR N0. PRODUCT-1 ASSOC OESGN ae•(MIN)RA pJS MO. ASSEMBLY WTMW A STATION.) 1864207 2766714 1632436-LINE EXTENSION CIRCUIT VOLTAGE THOMAS GUIDE PRODUCT-2 ASSOC DESGN CONDUIT LOCATION SECTION A-A MI-MEMO INSTALL SAME IN-WSTAl4 JANUARY 12KV MR MEMO ItEMOUE:MATERIALS RFJMM BY EDISON, SUB PG NO. CIRCUIT CODE PRODUCT-3 ASSOC DESGN SITE ID:HBNPB 47A LAFAYETTE RM-MEMO REMOV1 1.MATERIALS REMOVED BY EDISON 2301[CS]CHANNEL RD.(SLC0007) NOTES: INVENTORY MAP J.P.A.No. PROPOSED CONSTRUCTION.(LOCATION) . SHOOFLY N:MATERIALS FURNISHED AND WSTALIED BY EDISON FOR 26-14C-5 NEWPORT BEACH,CA,92661 1. SEE UGS HP 200 FOR DIMENSIONS OF VARIOUS SIZE HANDHOLES AVAILABLE. TEMPORARY CONSTRUCTION AT&T SITE #188453 2.RADIUS ANGLE MAY BE REDUCED TO LESS THAN 90'PROVIDING THE PROJECTED Z3O1 CHANNEL RD CENTER LINE OF THE CONDUIT CLEARS HANDHOLE OPPMNG. SR-SHOOFLY FW&MAiFRINS REMOVED BY EDISON FOR TEMPORARY 3. TWO HOLD DOWN DIEVICES TO BE SUPPLIED 1MTH EACH HANDHOLE. CONSTRUCTION. NEWPORT BEACH, CA 91661 4. ALL CONDUITS SHOULD BE INSTALLED WITHIN THE SHADED AREA. TR-TRANSFER:EDISON LIBOR RE[IUREO Tn TRANSFER DOSW FACLUTIES. F 12/27/19 ROSALES 51423 SHEET TITLE M Illy D31:Rev.11/85 E DATE APPROVES BY CHECKED BY DRAWN BY PAX SHEET OESIGN\pRWG NO. ADAPTER PLATE D75 REV.06/28/07 Southern California Edison Company 3 OF 3 1219678_0.01 DETAIL f SHEET NUMBER ,i SCE-3 NOTE: EXOTHERMIC WELD CONNECTIONS ■ NOTE: p ALL GROUND CONDUCTORS TO BE #6 THHN/THWN GREEN STRANDED COPPER MECHANICAL TYPE CONNECTIONS UTILITY DESIGN AND RUNS ARE PRELIMINARY. PENDING FINAL DESIGN FROM UTILITY PROVIDERS � UNLESS OTHERWISE NOTED OR REQUIRED at&t BY EQUIPMENT MANUFACTURER. GROUNDING BAR ! 1 g a (1) NEW 2205 RADIO & nc souRCE D-1 NEW ANTENNA D 1 (1) FUTURE RADIO • RRH-1 AND RRH-2 ARE SAME BAND, =' " EITHER 82 OR B66A 021 (2) NEW 2203 RADIO 1452 EDINGER AVE. AWS/PCS/WCS 5GHz RRH-3: (LAA), 2T2R • USE OF DOUBLE MOUNTING BRACKETS TUSTIN,CA 92780 MECHANICAL • CPRI CASCADING RRH-1/RRH-2 CONNECTION, TYP. v n in n in v e (1) NEW 2205 RADIO & ,� ° (1) FUTURE RADIO #6 SOLID COPPER a a1 (2) NEW 2203 RADIO INSULATED, GREEN a e NEW #18 AWG CL THHN/THWN STRANDED I 330 COMMERCE,STE.200 DOUBLE 09 DOUBLE a IRVINE,CA 92602 MOUNTING MOUNTING a THWN GREEN- 2203 THHN BRACKET RRH-i RRH-3 BRACKET NEW # / 2203 e2 OR 866 2205 B46 STRANDED GROUND FROM OPR/QC OPR Qc EQUIPMENT TO GROUND BUS a a PSU PSU NEW GROUND e NEW RAYCAP SURGE PROTECTOR aM SQUAREEW FIBrG ER p_t RRH-2 BUS BAR o 2203 82 OR 866 aWIRELESS OPR/QC 5 NEW RAYCAP SURGE o 133ar7 CALL AVANZn�DO D1 PROTECTOR LIP P a FIBER r--------- 0 I I AC CABLE AC CABLE I I eNEW AT&T DISCONNECT AC CABLE 9 NEW AT&T D' (FLOOD PROOF) (BELOW I I D1 DISCONNECT (BELOW GRADE) I I DRAWN BY: AS FIBER GRADE) NEW (1) HANDHOLE TO CONTAIN DISCONNECT & I I CHECKED BY: MM s NEW SCE I I UN—METERED FUSED WTR (BELOW GRADE) I I PANEL DISCONNECT #6 SOLID COPPER I I AC CUT-OFF SWITCH (BELOW GRADE) INSULATED, GREEN I f H 01/14no20 SCE FINAL POWER DESIGN FIBER NEW 6 SOLID COPPER e NEW SCE UN-METERED I i 8 lvaonols 100%CONSTRUCTION REVISED DEMARCATION # 8 D1 (WTR), DISCONNECT/FUSED 1 I F 12/09/2019 100%CONSTRUCTIONREVISED INSULATED GREEN PANEL, I f E osn7nols 100%CONSTRUCTION 80X/SPLICER (BELOW GRADE) AC SOURCE COPPERINNDED COATED MAIN GROUND I I D 07/19no19 100%CONSTRUCTION CONDUCTOR/RISER C 12/15/17 100%CONSTRUCTION TT a NEW 1" SCH-80 PVC CONDUIT; B 12/14/17 95%CONSTRUCTION EXOTHERMIC WELD #12 AWG THHN/THWN STRANDED A 12/01/17 90%CONSTRUCTION DARK FIBERS CONNECTION TO NEW ( REV DATE DESCRIPTION TO/FROM Hue GROUND ROD a NEW 5/8"0 x 8'-0" NEW 120V/240 VAC POWER STAINLESS STEEL GROUND SERVICE a Q�pFESS10Al� ROD I �0 J.p` N Fiji EXISTING POWER SUPPLY ♦ -��Q� lQ2'cym PICO PLUMBING DIAGRAM ;;�x3;'SSE: NTS 5 GROUNDING SCHEMATIC 24"x36"SCALE: NTS 3 SINGLE LINE DIAGRAM 11"x36"SCALE: NTS a 50 7 „"xt7"SCALE: NTS „"x17"SCALE: NTS 1 1. SEE PG. A-3 FOR GROUNDING DETAILS. C1V��\��\ 2. ALL WIRE ACCESS POINTS/ BOXES COVER SHALL HAVE ANTI—THEFT TAMPER RESISTANT OFCP+ STAINLESS STEEL HARDWARE WITH ANTI—SEIZED COMPOUNDS APPLIES. "" ,a4pppprMYppIpM.Q(YglfliUilf?p Wfp1„(IUgKlppl II Ufi�' DATE SIGNED: EXPIRATION DATE:T 01/14n020 9 q - STRIKESORB 120V Ay. PROTECTION O6/3on021 g R IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY DISCONNECT SWITCH ARE ACTING UNDER THE DIRECTION OF A LICENSED } PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. - 5 D-1 SITE ID:HBNPB 47A CONNECTION FOR POWER 2301[CS]CHANNEL RD.(SLC0007) - IN NEWPORT BEACH,CA,92661 _... 12 Y JUMPER GROUND .._...........::.....__. ,.:;.;,,.f .. », tty CONNECTIONS 1/ DEAD -FRONT FOR LIVE 7 AMP CIRCUIT BREAKERS COMPONENTS SHEET TITLE ELECTRICAL DETAILS CHASSIS GROUND CONNECTION SHEET NUMBER E-1 t NOT USED ;;x;�"SCALE: NTS 6 NOTES"SCALE: NTS 24"x36"SCALE: NTS 4 BREAKER SCHEDULE 11 x36" SCALE: NTS 11"x17"SCALE: NTS 11"x17"SCALE: NTS 2