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HomeMy WebLinkAbout20210129_Plans_17x11POLE TYPE : (N) STEEL POLE POLE ID #: 7306 SITE ADDRESS : 22163 MACARTHUR BLVD NEWPORT BEACH, CA 92660 SITE NAME: NWPTB NODE 012A SITE NUMBER: CRAN_RLOS_NWPTB_012 PROJECT: CRAN/ SMALL CELL / MICRO USID #: 230812 PACE #:MRLOS056315 at t&© ENGINEER: BECHTEL INFRASTRUCTURE AND POWER CORPORATION APPLICANT: REVISIONS: Mobility at&t 1452 EDINGER AVENUE, 3rd FLOOR TUSTIN, CA 92780 LICENSER: PROJECT INFORMATION: SHEET TITLE: SHEET NUMBER: A 06/05/20 ISSUED FOR REVIEW SRR NWPTB NODE 012A 22163 MACARTHUR BLVD NEWPORT BEACH, CA 92660 BECHTEL DRAWING NUMBER 0 06/24/20 ISSUED FOR PERMIT / CONSTRUCTION SB 1 10/06/20 FOUNDATION HOLD REMOVED SB 2 01/25/21 REVISED TO INCLUDE NEW POLE MODEL SB APPROVALS CONSTRUCTION DRAWING DRIVING DIRECTIONS KMZ SNAPVICINITY MAP SITE INFORMATION PROJECT TEAM GENERAL NOTES DO NOT SCALE DRAWINGS DRIVING DIRECTIONS FROM AT&T TUSTIN OFFICE: DIG ALERT PROJECT SITE PROJECT MANAGER: RF ENGINEER: SAC/ZONING/PERMITTING: SENIOR TECHNICAL PROJECT MANAGER: CONSTRUCTION GC: ENGINEER: PROJECT SITE PROJECT DESCRIPTION T-1 TITLE SHEET TOPOGRAPHIC SURVEY (BY OTHERS) A-2 ENLARGED SITE PLAN A-3 A-4 ELEVATIONS A-5 T-2 LEGEND, ABBREVIATIONS AND GENERAL SITE IMAGE & ELEVATION A-6 EQUIPMENT DETAILS E-1 ELECTRICAL AND GROUNDING DETAILS EQUIPMENT DETAILS SHEET INDEX SHEET DESCRIPTION A-1 SITE PLAN AND CITY OF NEWPORT BEACH NOTES A-7 UD-1 UD-2 CONCEALFAB POLE # 900794_7 DETAILS (BY OTHERS) FOUNDATION DETAILS CITY STANDARD DETAILS E-2 LUMINAIRE SPECIFICATIONS (FOR REFERENCE) CODE COMPLIANCE . LS-1 LS-2 TOPOGRAPHIC SURVEY (BY OTHERS) Source: Google Maps Source: Google Maps PA2021-014 ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORmES. NOTHING IN THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 1. 2019 CALIFORNIA ADMINISTRATIVE CODE 2. 2019 CALIFORNIA BUILDING CODE 3. 201 9 CALIFORNIA ELECTRIC CODE, 3a. 2017 NATIONAL ELECTRIC CODE (NEC) 4. 2019 CALIFORNIA MECHANICAL CODE 5. 2019 CALIFORNIA PLUMBING CODE 6. 2019 CALIFORNIA FIRE CODE 7. NfY LOCAL BUILDING CODE AMENDMENTS TO THE ABOVE B. CITY/COUNTY ORDINANCES 9. CALIFORNIA VEHICLE CODE/WATCHBOOK TRAFFIC CONTROL HANDBOOK HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS NOT REQUIRED IN ACCORDANCE WITH CALIFORNIA ADMINISTRATIVE STATE CODE PART 2, mLE 24, CHAPTER 11 B, SECTION 11038. THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE; NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS NEW. PROPERTY OWNER: ADDRESS: APPLICANT: ADDRESS: LATITUDE (NAD 83): LONGITUDE (NAO 83): LONGITUDE/LATITUDE TYPE: GROUND ELEVATION (NAVO 88): ADJACENT APN #: ZONING JURISDICTION: CURRENT ZONING: PROPOSED USE: AT&T Mabmty 1452 Edinger Ave. Tustin, CA 92780 CONTACT: Stacey Brown 71-4-273-5261 sb67660att.cam -SEMCE Alflll' IF !lllUIIIIIII c.uueM DIAL TOLL FREE 1-800-277-2600 AT LEAST TWO DAYS BEFORE YOU DIG PUBLIC RIGHT Of' WAY 22163 MACARTHUR Bl VD NEWPORT BEACH, CA 92660 AT&T 1452 EDINGER A Vf., 3rd Fl.DOR, TUSTIN, CA 92780 33" 3T 01.38" N 33.617322" 117' 51' 49.32" W -117.863700' NAO 83 216.91' A.M.S.L 442-032-72 CITY CJr NEWPORT BEACH PUBLIC RIGHT Of' WAY UNMANNED TELECOMMUNICATIONS FACILITY Bechtel Infrastructure &: Power Corp. 1 6808 Armstrong Ave. Irvine, CA 92606 CONTACT: Gaarge Morales 949-372-4476 gmoralesObechtel.com Bechtel Infrastructure &: Pawer Carp. 16608 Armstro~ Ave. Bechtel Infrastructure &: Power Corp. 1 6808 Armstrong Ave. Irvine, CA 92606 CONTACT: John Tseheridi1 946-372-4519 jtleherlObechtel.com AT &:T Mobility 1452 Edinger Ave. Tustin, CA 92760 CONTACT: Mahesh Kolur 714-566-7311 mk58520att.com 6 Irvine, CA 92606 CONTACT: Jon Awerkamp 949-372-4445 JawerkamObechtel.cam AT&T Mobility 1452 Edinger Ave. Tustin, CA 92780 CONTACT: Dan Vozenilek 562-716-4647 dv574p0att.com GET ON STATE RTE 55 S IN SANTA ANA FROl.l EDINGER AVE, CONTINUE ON STATE RTE 55 S. TAKE CA-73 S TO MIACARTHUR BLVD IN NEWPORT BEACH. TAKE EXIT 14A FROl.l CA-73 S, MERGE WITH MACARTHUR BLVD, THE SITE WILL ON THE RIGHIT. 5 4 3 If' USING 11 "X17" PLOT, DRAWINGS WILL BE HALF SCALE THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS & AUlHORIZE THE SUBCONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL DOCUMENTS ARE SUBJECT TO RE.VIEW BY THE LOCAL BUILDING DEPARTMENT & MAY IMPOSE CHANGES OR MODIFICATIONS. APPROVED BY: INITlALS: DATE: AT&T Rf' ENGINEER: -----------------t----+------1 AT&T OPERATIONS: ----------------+-----t------1 SITE ACQUISlllON MANAGER: _____________ -+----+----- PROJECT MANAGER: ________________ +-----1------1 ZONING VENDOn·-----------------+----------1 LEASING VENDOR:-----------------+---------1 CONSTRUCTION MANAGER: --------------+-----t------1 A/E MANAGER:-------------------------11 PROPERTY OWNER: ________________ .....__ ___ L-------1 SCOPE OF WORK: AT&:T PROPOSES TO MODIFY, OPERATE AND MAINTAIN PROPOSED UNMANNED TELECOM FACILITY. THE SCOPE WILL CONSIST OF THE FOLLOWING: 1. REMOVE (E) STREET LIGHT POLE AND INSTALL (N) STREET LIGHT POLE ON (N) POLE FOUNDATION AT SAME LOCATION BY AT&:T MOBILITY. 2. INSTALL (1) (N) OMNI ANTENNA AND (1) (N) SHROUD ON TOP OF (N) STREET LIGHT POLE 3. (1) (N) RRUS-4449 85/812 WITH (2) (N) PSU AC 08 UNITS, (1) (N) RRUS-4415 825 WITH ( 1) (N) PSU AC 08 UNIT &: ( 1) (N) SPD UNIT WITHIN ( 1) (N) POLE BASE PEDESTAL. 4. INSTALL (1) (N) 17"x3D" FIBER PULL BOX BY AT&:T WIRELINE 5. INSTALL (1) (N) 17"x30" SCE PULL BOX BY AT&:T MOBILITY. 6. INSTALL (1) (N) 17"x30" AT&:T POWER PULL BOX WITH WTR/FSB BY AT&T MOBILITY. 7. GC TO TRENCH & INSTALL CONDUITS FOR POWER/FIBER N3 REQUIRED. SUBCONTRACTOR SHALL VERIFY ALL PLANS &: EXISTING DIMENSIONS &: CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRmNG OF A~ DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. 2 16808 ARMSTRONG AVENUE, SUITE 225, IRVI NE, CA 92606 (DRAWN BY: CHECKED BY: D 1--..... ----------..... -.... c REV DATE DESCRIPTION BY B [ 26134-617-CO-OODD-D1254-002 ] , __ 11_n.E _SHEET_l· T-1 © ENGINEER: BECHTEL INFRASTRUCTURE AND POWER CORPORATION APPLICANT: REVISIONS: Mobility at&t 1452 EDINGER AVENUE, 3rd FLOOR TUSTIN, CA 92780 LICENSER: PROJECT INFORMATION: SHEET TITLE: SHEET NUMBER: A 06/05/20 ISSUED FOR REVIEW SRR NWPTB NODE 012A 22163 MACARTHUR BLVD NEWPORT BEACH, CA 92660 BECHTEL DRAWING NUMBER 0 06/24/20 ISSUED FOR PERMIT / CONSTRUCTION SB 1 10/06/20 FOUNDATION HOLD REMOVED SB 2 01/25/21 REVISED TO INCLUDE NEW POLE MODEL SB 11 LEGEND 3 GENERAL NOTES 2 ABBREVIATIONS 2 ABBREVIATIONS PA2021-014 c;;::, f2J?d'?Ca-'Y&Y'#Y'@d-.zl NEW ANTENNA ,;;:,. EXISTING ANTENNA I I © GROUND ROD llillmillmillmillmillml .----.-GROUND BUS BAR pgog~gog~gog ~g1 17 / /Z2?2/?2?2/ // / /:?2) • MECHANICAL GRND. CONN . ~~~:~.,<;~-~~~6.:~~~ .. ~r.1::~1 ■ CADWELO ~ ~ GROUND ACCESS WELL ~ [El ELECTRIC BOX 1/##//#////:f//§/))/j -----IT] TELEPHONE BOX ◊ LIGHT POLE -0 FND. MONUMENT ED -$-SPOT ELEVATION - - - .6. SET POINT ---A--- & REVISION --ou--- 0 GRID REFERENCE ---x--- @ --OHT/OHP-- DETAIL REFERENCE ---OHT--- ~ ELEVATION REFERENCE ---OHP--- ~ I ---E --- SECTION REFERENCE --F/P-- AMPERE EMT. A.B. ANCHOR BOLT E.N. MN. ABOVE ENCL AC ALTIERNATE CURRENT~AIR CONDITIONER ENG. ACCA ANTINNA CM!LI COVER 15 EMBLY EQ. ADD'L ADDITIONAL EXST.(E) A.F.F. ABOVE FINISHED FLOOR EXP. A.F.G. ABOVE FINISHED GRADE EXT. A.G.L. ABOVE GROUND LEVEL F AIC AMPERE INTERRUPTING CAPACITY FAB. ALUM. ALUMINUM FAC. ALT. ALTIERNATE ~~ ANT. ANTENNA A.M.S.L ABOVE MEAN SEA LEVEL F.G. APPROX. APPROXIMATE(L3 FIN. ARCH. ARCHITEC~URAL FLR. AT. AMPERE IP FLUOR AWG. AMERICAN WIRE GAUGE FDN. BATT. BATTERY F.O.C. BD. BOARD F.O.M. BLOG. BUILDING F.O.S. BLK. BLOCK F.O.W. BLKG. BLOCKING F.S. BM. BEAM FT.(') B.N. BOUNDARY NAILING FTG. BR. BRANCH FU BRKR. BREAKER G BTCW. BARE TINNED COPPER WIRE GR BTS. BASE TRANSMISSION SYSTIEM GA. B.O.F. BOTTOM OF FOOTING GEN. B/U BACK-UP CABINET GI. C CONDUIT G.F.C. I. CAB. CABINET GLB. (GLU-LAM} CANT. CANTILEVER~D) GND CB. CIRCUIT BR KER GPS CDMA gg~~oBf>1~8~ ~~~i~1Jn~~CDt1T <~w & JG) GRND. CDUK GSM C.I.P. CAST IN PLACE HDBC CKT. CIRCUIT HDR. CLG. CEILING HGR. CLR. CLEAR HPS CMU CONCRETE MASONRY UNIT (JAMB BLOCKS) HT. COL. COLUMN ICGB. CONC. CONCRETE IN.(") CONN. CONNECTION~OR) INT. CONST. CONSTRUCT! N LB.(#) CONT. CONTINUOUS L.B. d b6~~&: (NAILS} L.F. DBL. LG. DC DIRECT CURRENT L. DEM. DEMAND LPS DEPT. DEPARTMENT LTIE D.F. DOUGLAS FIR MAS. DIA. DIAMETER MAX. DIAG. DIAGONAL M.B. DIM. DIMENSION MECH. DWG. DRAWING~S) MFR. DWL. DOWEL(S MIN. EA. EACH MISC. EGR. EMERGENCY GENERATOR RECEPTACLE MLO EL ELEVATION MTD. ELEC. ELECTRICAL MTG. EL.EV. ELEVATOR MTIL. 6 I GROUT OR PLASTER (E) BRICK (E) MASONRY CONCRETE EARTH GRAVEL PLYWOOD SAND WOOD CONT. WOOD BLOCKING STEEL CENTERLINE PROPERlY/LEASE LINE MATCH LINE WORK POINT GROUND CONDUCTOR COAXIAL CABLE OVERHEAD SERVICE CONDUCTORS CHAIN LINK FENCING --T-- --T/E-- --G-- --SD-- --W -- --s -=- D--' D-1 BB E----< E--3 1-D ~ OVERHEAD TELEPHONE/OVERHEAD POWER OVERHEAD TELEPHONE LINE l-0 OVERHEAD POWER LINE POWER RUN FIBER/POWER RUN ELECTRICAL METALLIC TUBING EDGE NAIL ENCLOSURE ENGINEER EQUAL EXISTING EXPANSION EXTERIOR FUTURE FABRICATION(OR} FACTOR FIRE ALARM FINISH FLOOR FINISH GRADE FINISH(ED) FLOOR FLUORESCENT FOUNDATION FACE OF CONCRETE FACE OF MASONRY FACE OF STUD FACE OF WALL FINISH SURFACE ~88t1Nim) FUSE GROUND 8~3~? (CABINET} GENERATOR GALVANIZE(DJ GROUND FA LT CIRCUIT INTERRUPTER GLUE LAMINATED BEAM GROUND GLOBAL POSITIONING SYSTEM GROUND CJ l-0 MTS. N fu~MA NO.~) N.T .. OBIF OH o.c. OPNG. p P/C PCS PH PLY. PNLBD PPC PRC PRI P.S.F. P.S.I. P.T. PWR. QTY. RAD.(R) RBS RCPT. REF. REINF. REQ'D. RGS. RRU RX-AIT SAF GLOBAL SYSTEM MOBILE k2G+ MOBILE TECH.) SCH. HARD DRAWN COPPER WI E SDBC HEADER SEC HANGER SHT. HIGH PRESSURE SODIUM SIM. HEIGHT S.N. ISOLATED COPPER GROUND BUS SPEC. INCHJES~ so. INTE 10 S.S. POUND(Sfs STD. LAG BOL: STL. l:WN~ FEET (FOOT} STRUC. SURF LONGWUDINAL~ SW LOW RESSUR SODIUM TEL. ~gN~RM EVOLUTION (4G MOBILE TECH.} TEMP. THK. MAXIMUM TMAS MACHINE BOLT MECHANICAL T.N. MANUFACTURER T.O.A. MINIMUM T.O.C. MISCELLANEOUS T.O.F. MAIN LUGS ONLY T.O.P. MOUNTED T.O.S. MOUNTING T.O.W. METAL TYP. 5 I TELEPHONE LINE POWER/TELCO RUN GAS LINE GROUNDING CONDUCTOR STORM DRAIN WATER LINE SEWER LINE CONDUIT UNDERGROUND FUSE, SIZE AND TYPE AS INDICATED. SAFETY SWITCH, 2P-240V-60A W/60A FUSES, NEMA 3R ENCLOSURE, SQ D CATALOG NO. H222NRB MANUAL TRANSFER SWITCH, 2P-240V-200A, NO FUSE, NEMA 3R ENCLOSURE LIGHTING FIXTURE, FLUORESCENT, 10.94" x 4'-0", 2/40W, SURFACE MOUNTING TYPE, HUBBELL LIGHTING CATALOG #WSW232T LIGHTING FIXTURE, FLUORESCENT, 10.94" x a·-o·. 2/95W, SURFACE MOUNTING TYPE, HUBBELL LIGHTING CATALOG fTWSM232T LIGHTING FIXTURE, HIGH PRESSURE SODIUM, 1/70W, WALL MOUNTING TYPE, HUBBELL LIGHTING CATALOG #NRG-307 OR 1/50W, HUBBELL LIGHTING CATALOG #NRG-121 EXIT SIGN, THERMOPLASTIC LED, SINGLE FACE, UNIVERSAL MOUNTING, W/BATTERY PACK, HUBBELL LIGHTING CATALOG #PRB COMBINATION, EXIT SIGN &: EMERGENCY LIGHTING, HUBBELL LIGHTING CATALOG #PRC EMERGENCY LIGHTING, 2/50W, HUBBELL LIGHTING CATALOG #HE6-50-2-R91 LIGHTING FIXTURE, INCANDESCENT, 1/lOOW, WALL MOUNTING TYPE, HUBBELL LIGHTING CATALOG #BRH-100-06-1 LIGHTING FIXTURE, HALOGEN, QUARTZ, 1/300W, HUBBELL LIGHTING CATALOG fQL-505 LIGHTING FIXTURE, 1/175W. METAL HALIDE, HUBBELL CAT #MIC-0175H-336 5/8" X 1 o· -o· ,cu. GND ROD 30" MIN. BELOW GRADE. MANUAL TRANSFER SWITCH NEUTRAL NEW NATIONAL ELECTRICAL MANUFACTURERS ASSOC. NUMBER NOT TO SCALE OPTICAL BASEBAND INTIERFACE OVERHEAD ON CENTIER OPENING POLE PRECAST CONCRETE PERSONAL COMMUNICATION SERVICES PHASE PLYWOOD PANELBOARD POWER PROTECTION CABINET PRIMARY RADIO CABINET PRIMARY POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED POWER JCABINET} QUANTI RADIUS RADIO BASE STATION kBASE STATION 3G NETWORKS} ECEPTACLE REFERENCE ~~~&i~gEMENT(ING} RIGID GALVANIZED STEEL REMOTE RADIO UNIT (RADIO TRANSCEIVER) RECEIVER AIR INTERFACE TRAY SAFETY SCHEDULE SOFT DRAWN BARE COPPER SECONDARY SHEET SIMILAR SOLID NEUTRAL SPECIFICATION(S) SQUARE STAINLESS STIEEL STANDARD STEEL STRUCTURAL SURFACE SWITCH TIELEPHONE TEMPORARY THICK~NES~ TOWE MO NTED AMPLIFIER toe SUPPLY VOLTAGE) OE NAIL TOP OF ANTENNA TOP OF CURB TOP OF FOUND~TION TOP OF PLATIE PARAPET} TOP OF STEEL TOP OF WALL TYPICAL 4 U.G. U.L. UMTS U.N.O. V VAC V.I.F. w WD ~? W.P. WT. WTR. XFER XFMR XLPE q;_ e. I "I" ◄ IT] @ s ® 0 IZSI I 5/B" X 1 o' -o· ,cu. GND ROD IN TEST WELL 30" MIN. BELOW GRADE. CHEMICAL GROUND ROD (XIT GROUND ROD) HALO GROUND CONNECTION CIRCUIT BREAKER UTILrlY METER BASE TRANSFORMER STEPDOWN TRANSFORMER RECEPTACLE, 2P-3W-125V-15A, DUPLEX, GROUND TYPE, HUBBEL CATALOG #5362 TOGGLE SWITCH, 1P-125V-15A, HUBBELL CATALOG #HBL 1201CN TOGGLE SWITCH, 1P-120V-15A, "WP" IONIZATION SMOKE DETECTOR W/ALARM HORN &: AUXILIARY CONTACT, 120 VAC, GENTIEX PART NO. 71 OOF POLE (N) POLE MOUNTED XFMR (E) POLE MOUNTED XFMR (N) PAD MOUNTED XFMR (E) PAD MOUNTED XFMR CLEARANCE FOR CABINET UNDER GROUND UNDERWRITERS LABORATORY INC. ~~r:'lfsSA~0~0Jl16TL1:i~isfS· (3G MOBILE TIECH.) VOLT VOLT ALTIERNATING CURRENT VERIFY IN FIELD WATT OR WIRE WIDE(WIDTH) WITH WITHOUT WOOD WEATHERPROOF WEIGHT WIRELESS TRANSMISSION RATIE TRANSFER TRANSFORMER CROSS-LINK POLYETHYLENE CENTERLINE PLATIE, PROPERlY LINE 3 i i 1. THE FACILITY IS AN UNOCCUPIED DIGITAL TELECOMMUNICATION FACILITY. 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS NOTIED OTHERWISE. THE WORK SHALL INCLUDE FURNISHING MATIERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATIED ON THE DRAWINGS. 3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE IMPLEMENTATION ENGINEER AND ENGINEER PRIOR TO PROCEEDING WITH THE WORK. 4. THE CONTRACTOR SHALL OBTAIN, IN WRITING, AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS. 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY INDICATIED OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 6. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INSTALILED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATIE JURISDICTONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 7. THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE BEST SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TIECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE IMPLEMENTATION ENGINEER AND WITH THE LANDLORD'S AUTHORIZED REPRESENTATIVE. 8. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTIED AND FIRE CODE APPROVED MATERIALS. 9. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS TIHAN 2-A OR 2-A1 OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. 10. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 11. REPRESENTATIONS OF TRUE NORTH, OTHER TIHAN THOSE FOUND ON THE PLOT OF SURVEY DRAWING, SHALL NOT BE USED TO IDENTIFY OR ESTABLISH THE BEARING OF lRUE NORTH AT THE SITIE. THE CONTRACTOR SHALL RELY SOLELY ON THE PLOT OF SURVEY DRAWING AND ANY SURVEYOR'S MARKINGS AT THE SITE FOR THE ESTABLISHMENT OF TRUE NORTH, AND SHALL NOTIFY THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK IF ANY DISCREPANCY IS FOUND BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND THE TRUE NORTH ORIENTATION AS DEPICTIED ON THE CIVIL SURVEY. THE CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY FAILURE TO NOTIFY THE ENGINEER. 12. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTIECT EXISTING IMPROVEMENTS, PAVING, CURBS, VEGETATION, GALVANIZED SURFACES, ETC., AND UPON COMPLETION OF WORK REPAIR ANY DAMAGE TIHAT OCCURRED DURING CONSTRUCTION TO THE SATISFACTION OF AT&T. 13. KEEP GENERAL AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERlY. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST OR SMUDGES OF ANY NATURE. 14. BEFORE ORDERING AND/OR BEFORE FABRICATING/CONSTRUCTING/INSTALLING ANY ITEMS, VERIFY THE TYPES AND QUANTmES. 15. CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE AND KEEP SAME ON SITE WHENEVER PERSONNEL ARE ON SITE. 16. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE SITE AND NOTIFY THE PROJECT MANAGER OF ANY DISCREPANCIES BEFORE STARTING ANY WORK. 17. CONTRACTOR TO PROVIDE COMPLETE SET OF AS BUILT DRAWINGS WITHIN 10 WORKING DAYS OF PROJECT COMPLETION. 18. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION OR THE FABRICATION OF MATERIALS TO BE INSTALLED AT THE SITE, THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS INCLUDING AS-BUILT DIMENSIONS OF EXISTING STRUCTURES OR STRUCTURAL ELEMENTS HAVING A BEARING ON THE SCOPE OF THE WORK TO BE PERFORMED. IF ANY DISCREPANCY IS FOUND BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND THE DIMENSIONS OR CONDITIONS FOUND TO BE EXISTING IN THE FIELD, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND OBTAIN DESIGN RESOLUTION PRIOR TO PROCEEDING WITH THE PORTION(S} OF THE WORK AFFECTIED. THE CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY FAILURE TO SO NOTIFY THE ENGINEER AND OBTAIN RESOLUTION BEFORE PROCEEDING. 19. CONTRACTOR TO RETURN (E) STREET LIGHT AND LIGHT ARM TO THE CITY OF NEWPORT BEACH UTILITIES YARD. IF DAMAGED DURING THE REMOVAL, CONTRACTOR SHALL BE REQUIRED TO PURCHASE AND DELIVER A REPLACEMENT. CITY OF NEWPORT BEACH UTILITIES YARD: 949 W. 16TH STREET NEWPORT BEACH CA 92663. CONTRACTOR SHALL DISPOSE OF THE EXISTING STREET LIGHT POLE AND ARMS IF UNWANTED BY THE CITY FOR ANY REASON. i I 2 I 16808 ARMSTRONG AVENUE, SUITE 225, IRVINE, CA 92606 IDRAWN BY: CHECKED BY: REV DATE DESCRIPTION [ 26134-617-C0-0000-01254-002 BY LEGEND. ABBREVIATIONS AND GENERAL T-2 D C B - ] A DETAIL "A"REFERENCE:COORDINATESAPN442-032-72LEGENDMONUMENTS05/12/20LJ1VICINITY MAPNWPTB 12 ISSUE STATUSPROPRIETARY INFORMATIONTHE INFORMATION CONTAINED IN THIS SET OFDRAWINGS IS PROPRIETARY & CONFIDENTIAL TOAT&TANY USE OR DISCLOSURE OTHER THAN AS ITRELATES TO AT&T IS STRICTLY PROHIBITEDDESCRIPTIONDATEBYREV.LS-123072 LAKE CENTER DR., SUITE 211LAKE FOREST, CA 92630714.624.9027BASIS OF BEARINGBASIS OF ELEVATIONS: (NAVD 1988)FLOOD ZONE℄ M A C A R T H U R B O U L E V A R DLIGHT STANDARD PROFILEAPN458-142-09FOR REFERENCE ONLYSDN: 26134-617-C0-0000-01254-002SHEET: LS-1PA2021-014ii ~ ~ ~ ~ I ~ NEWPORT CENTER CORONA Bonita Canyon Sports Park 227 63 Macarthur Boulevard Buck Gully Reserve Temporarily closed THE CENTERLINE OF MACARTHUR BLVD. BEARING N 30·10'54" E WAS USED AS BASIS OF BEARING FOR THIS SURVEY. SITE ELEVATIONS ARE ESTABLISHED FROM THE GPS DERIVED ORTHOMETRIC HEIGHTS BY APPLICATION OF NGS "GEOID 12A" MODELED SEPARATIONS TO ELLIPSOID HEIGHTS DETERMINED BY OBSERVATIONS OF THE "LEICA SMARTNET" REAL TIME NETWORK. ALL ELEVATIONS SHOWN HEREON ARE REFERENCED TO NAVDBS. CALIFORNIA ZONE 6. SITE IS LOCATED IN FLOOD ZONE ''X" AS PER F.I.R.M. MAP NO. D6059C0401J EFFECTIVE DATE 12/03/2009 J1 San Jo Hill NOTES: 1. THIS IS NOT A BOUNDARY SURVEY. THIS IS A SPECIALIZED TOPOGRAPHIC MAP. THE PROPERTY LINES AND EASEMENTS SHOWN HEREON ARE FROM RECORD INFORMATION AS NOTED HEREON. AJK ENGINEERING AND SURVEY TRANSLATED THE TOPOGRAPHIC SURVEY TO RECORD INFORMATION USING FOUNO MONUMENTS SHOWN HEREON. 2. THE HEIGHTS AND ELEVATIONS FOR THE TREES, BUSHES AND OTHER LIVING PLANTS SHOWN HEREON, SHOULD BE CONSIDERED APPROXIMATE (+/-) AND ONLY FOR THE DATE OF THIS SURVEY. THEY ARE PROVIDED AS A GENERAL REFERENCE AND SHOULD NOT BE USED FOR DESIGN PURPOSES. FIELD SURVEY COMPLETED ON MAY 11, 2020 4. RIGHT OF WAY WAS ESTABLISHED BY LOCATING FOUND CENTERLINE CITY OR COUNTY MONUMENTS. 5. IF CENTERLINE MONUMENTS WERE NOT LOCATABLE, THE CENTERLINE OFFSET TIES WERE USED TO ESTABLISH THE INTERSECTIONS. 6. IF NEITHER CENTERLINE TIES OR CENTERLINE INTERSECTION MONUMENTS WERE LOCATABLE, EXISTING IMPROVEMENTS WERE USED TO ESTABLISH RIGHTS OF WAY 7. ALL SHOWN RIGHTS OF WAY WERE BASED UPON RESEARCH AT COUNTY OR CITY FILES AND REFLECT THE LATEST RECORDED MAPS, RECORDS OF SURVEY, PARCEL MAPS OR OTHER RECORDS. RIGHTS OF WAY WILL NOT REFLECT ANY DEDICATION, TAKEN OR OFFERED AFTER THE RECORD MAP USED ALL SURVEYS WERE COMPLETED WITHOUT THE BENEFIT OF A CURRENT TITLE REPORT AND MAY NOT SHOW ADDITIONAL DEDICATIONS NOT SHOWN ON THE RECORD MAPS USED CENTER LINE 1. PARCEL MAP 2000-132 RECORDED DATE MARCH 7, 2006 BOOK 347 PAGE 32-35 25.00' EASEMENT GRANTED TO S.C.E FOR POLE LINES, STEEL TOWERS AND INCIDENTAL PURPOSES -X---0/H -0/H -BFP BW CB CF DCVA EG EP FDC FS G HH IR JB LT MH pp PT SG SDMH TC TR TW WM PROPERTY LINE CHAIN-LINK FENCE LINE OVERHEAD LINE BACK FLOW PREVENTER BACK OF WALK CATCH BASIN CURB FACE DOUBLE CONTROL VALVE ASSEMBLY EXISTING GRADE EDGE OF PAVEMENT FIRE DEPARTMENT FINISH SURFACE GUY WIRE HANDHOLE IRRIGATION JUNCTION BOX LIGHT MANHOLE POWER POLE PEDESTAL SIGN STORM DRAIN MANHOLE TOP OF CURB TRANSFORMER TOP OF WALL WATER METER WV WATER VALVE --"--E--'Cf , .... , L____c__c__J EXISTING STREET LIGHT EXISTING TRAFFIC SIGNAL EXISTING SIGN EXISTING MANHOLE GUY WIRE POWER POLE FIRE HYDRANT TREE CONCRETE 2. PARCEL MAP NO. 84-705 RECORDED DATE JUNE 26, 1984 BOOK 189 PAGE 6-16 LATITUDE: 33'37'02.36" N (33.617322') LONGITUDE: 117'51'49.32" W (-117.863700·) STEEL POLE 42D9692E SEE DETAIL "A" I I I I WOODEN SCREEN W (VARIABLE HEIG I I I / I I I t PARCEL MAP NO. 84-705 RECORDED DATE JUNE 1984 BOOK 189 PAGE I I 25• o· 25' ~OIL-GRAPHIC SCALE: 1 "~25' LIGHT POLE (PIQ) 7306 / --------_...,..,,,,,..,,,,,,,,,,, / / / / \ \ \ so· \ \ I I I I I I I I I I I I I I I I I POLE I.D 7303 Fltw. SURVEY 0 > 0 _J lD co lD Q:'. N ::::J m ::r:: <( f-u Q:'. <( ::r::· w u (J) <( u <( 2 <( ::r:: w o_ U) co (X) f-I"-Q:'. N 0 I o_ n 3: lD w z N N SHEET TITLE: TOPOGRAPHIC SURVEY ~ ..... --------------------------------------------------------------------------------------------------------------------- LEGENDMONUMENTS05/12/20LJ1NWPTB 12 ISSUE STATUSPROPRIETARY INFORMATIONTHE INFORMATION CONTAINED IN THIS SET OFDRAWINGS IS PROPRIETARY & CONFIDENTIAL TOAT&TANY USE OR DISCLOSURE OTHER THAN AS ITRELATES TO AT&T IS STRICTLY PROHIBITEDDESCRIPTIONDATEBYREV.LS-223072 LAKE CENTER DR., SUITE 211LAKE FOREST, CA 92630714.624.9027REFERENCE:℄M A C A R T H U RB O U L E V A R DS A N J O A Q U I N H I L L S R O A D℄APN442-014-23APN442-032-71APN442-302-09FOR REFERENCE ONLYSDN: 26134-617-C0-0000-01254-002SHEET: LS-2PA2021-014~ ~ ~ ~ I • NOTES, 1. THIS IS NOT A BOUNDARY SURVEY. THIS IS A SPECIALIZED TOPOGRAPHIC MAP. THE PROPERTY LINES AND EASEMENTS SHOWN HEREON ARE FROM RECORD INFORMATION AS NOTED HEREON. AJK ENGINEERING AND SURVEY TRANSLATED THE TOPOGRAPHIC SURVEY TO RECORD INFORMATION USING FOUND MONUMENTS SHOWN HEREON. 2. THE HEIGHTS AND ELEVATIONS FOR THE TREES, BUSHES AND OTHER LIVING PLANTS SHOWN HEREON, SHOULD BE CONSIDERED APPROXIMATE (+/-) AND ONLY FOR THE DATE OF THIS SURVEY. THEY ARE PROVIDED AS A GENERAL REFERENCE AND SHOULD NOT BE USED FOR DESIGN PURPOSES. FIELD SURVEY COMPLETED ON MAY 11, 2020 4. RIGHT OF WAY WAS ESTABLISHED BY LOCATING FOUND CENTERLINE CITY OR COUNTY MONUMENTS. 5. IF CENTERLINE MONUMENTS WERE NOT LOCATABLE, THE CENTERLINE OFFSET TIES WERE USED TO ESTABLISH THE INTERSECTIONS. 6. IF NEITHER CENTERLINE TIES OR CENTERLINE INTERSECTION MONUMENTS WERE LOCATABLE, EXISTING IMPROVEMENTS WERE USED TO ESTABLISH RIGHTS OF WAY. 7. ALL SHOWN RIGHTS OF WAY WERE BASED UPON RESEARCH AT COUNTY OR CITY FILES AND REFLECT THE LATEST RECORDED MAPS, RECORDS OF SURVEY, PARCEL MAPS OR OTHER RECORDS. RIGHTS OF WAY WILL NOT REFLECT ANY DEDICATION, TAKEN OR OFFERED AFTER THE RECORD MAP USED ALL SURVEYS WERE COMPLETED WITHOUT THE BENEFIT OF A CURRENT TITLE REPORT AND MAY NOT SHOW ADDITIONAL DEDICATIONS NOT SHOWN ON THE RECORD MAPS USED. -X---0/H -0/H -BFP BW CB CF DCVA EG EP FDC FS CENTER LINE PROPERTY LINE CHAIN-LINK FENCE LINE OVERHEAD LINE BACK FLOW PREVENTER BACK OF WALK CATCH BASIN CURB FACE DOUBLE CONTROL VALVE ASSEMBLY EXISTING GRADE EDGE OF PAVEMENT FIRE DEPARTMENT FINISH SURFACE GUY WIRE HH HANDHOLE IR IRRIGATION JB JUNCTION BOX LT LIGHT MH MANHOLE PP POWER POLE PT PEDESTAL SG SIGN SDMH STORM DRAIN MANHOLE TC TOP OF CURB TR TRANSFORMER TW TOP OF WALL WM WV c=------o tr==-' WATER METER WATER VALVE EXISTING STREET LIGHT EXISTING TRAFFIC SIGNAL --"--EXISTING SIGN @ EXISTING MANHOLE E--GUY WIRE ~ POWER POLE 'Cf FIRE HYDRANT 0 TREE c= CONCRETE ~ EXISTING GRASS/TURF @ MONUMENT FD. I. PARCEL MAP 2000-132 RECORDED DATE MARCH 7, 2006 BOOK 347 PAGE 32-35 2. PARCEL MAP NO. 84-705 RECORDED DATE JUNE 26, 1984 BOOK 189 PAGE 6-16 3. PARCEL MAP NO. 88-163 RECORDED DATE JULY 17, 1990 BOOK 253 PAGE 34-35 PARCEL MAP NO. 88-163 RECORDED DATE JULY 17, 1990 BOOK 253 PAGE 34-35 FINAL SURVEY -~ / -:;g ...., / ca / ID] / / / / ' / "(, ~,,s / ' ';\,. " .., ':, cj',, ~" / "' / / 0 > 0 _J c.D [I] c.D PARCEL MAP NO 84-705 o_ N ::::i m RECORDED DATE JUNE 1984 BOOK 189 PAGE :r: <( f-u o_ <( :r:" w u (./) <( u <( 2 <( :r: w o_ en [I] (X) f-r--.. o_ N 0 I o_ n 3: c.D w z N N SHEET TITLE: TOPOGRAPHIC 20' o' 20' 40' SURVEY ~IIIIC-GRAPHIC SCALE, 1 "~20' ~ ..... ---------------------------------------------------------------------------------------------------------■----------- © ENGINEER: BECHTEL INFRASTRUCTURE AND POWER CORPORATION APPLICANT: REVISIONS: Mobility at&t 1452 EDINGER AVENUE, 3rd FLOOR TUSTIN, CA 92780 LICENSER: PROJECT INFORMATION: SHEET TITLE: SHEET NUMBER: A 06/05/20 ISSUED FOR REVIEW SRR NWPTB NODE 012A 22163 MACARTHUR BLVD NEWPORT BEACH, CA 92660 BECHTEL DRAWING NUMBER 0 06/24/20 ISSUED FOR PERMIT / CONSTRUCTION SB 1 10/06/20 FOUNDATION HOLD REMOVED SB 2 01/25/21 REVISED TO INCLUDE NEW POLE MODEL SB 1 SITE PLAN DIG ALERT CITY OF NEWPORT BEACH NOTES PA2021-014 C ,g e >-0 t a. g_c3 G L -G J: ~ 0 0 ,l! a. I,:, C C g< >-f C ~ c1; ~ .E " C e E£ "2m ~~ C G Ol C -C i ; ~) ~~ .., LN o- ,; . G 0 ~z jt .,, E • G .., f ~ ~ G 0 _.,- QC -C -~ q .!! a. -C C G ,E E ~ ]! g ,:,:, 0 G • Ol:C 0- -C ~:;; J" G G C LC a.-2 g a. 0 C C 0 0 ~ 1i E E ~ .2 .!:.!: ~ :E C G G .., " :;:: ~ 8 .2 "J: C a, 'ij"C: C G 0 J: u- NOTES: 1. IF DIMENSIONS SHOWN ON PLAN DO NOT SCALE CORRECTLY, CHECK FOR REDUCTION OR ENLARGEMENT FROM ORIGINAL PLANS. 2. UTILITY DESIGN AND RUNS ARE PRELIMINARY. PENDING FINAL DESIGN FROM UTILITY PROVIDERS. 3. PULL BOXES AND LIDS SHALL BE SPECIFIED AS CONCRETE OR APPROVED EQUAL. 4. REMOVE EXISTING LIGHT POLES AND LIGHT BASE. REPLACE PARKWAY AND/OR SIDEWALK, IN KIND. 5. CONTRACTOR TO PROTECT IN PLACE ALL SEWER AND WATER LATERALS WHICH CROSS UNDER/OVER THE PROPOSED ELECTRICAL TRENCHING. 6. ALL NEW LIGHT POLES SHALL RECEIVE A COATING TO PROTECT AGAINST GRAFFITI. 7. GENERAL CONTRACTOR SHALL RE-LOCATE ANY SIGNS ON EXISTING LIGHT POLE TO A NEW LIGHT POLE. 8. EDGE OF NEW ASPHALT PATCH IS A MINIMUM OF 1-FOOT FROM THE EDGE THE TRENCH, ON BOTH SIDES. NEW ASPHALT SHALL BE PLACED (1-INCH) THAN THE EXISTING ASPHALT, AND A MINIMUM OF 4" THICK. REPLACE IN KIND. 9. WHERE THE EDGE OF NEW ASPHALT PATCH IS WITHIN 2-FEET OF THE EDGE OF GUTTER ALL EXISTING ASPHALT FROM THE EDGE OF GUTTER TO THE EDGE OF TRENCH SHOULD BE REMOVED AND REPLACED. IN THE FIELD THIS IS REFERRED TO AS A 2 FOOT FLOATER. 1 0. CONTRACTOR TO VERIFY SUB STRUCTURE LOCATIONS PRIOR TO ANY EXCAVATION. 11. ALL CONDUCTORS/WIRES & CONDUIT, SHALL BE INSTALLED IN A NEAT AND TIDY FASHION. ALL EXCESS WIRE SLACK IS TOO BE REMOVED AND HIDDEN AS MUCH AS POSSIBLE. 12. ALL NEWLY INSTALLED EQUIPMENT SHALL BE PAINTED TO MATCH EXISTING POLE, AND OR SURROUNDINGS. UNLESS PROHIBITED BY MANUFACTURER. SURVEY NOJE· 1. 11-IE PROPERTY LINE SHOWN HAS BEEN CREAlED Wlll-lOUT 11-IE BENEFIT OF A SURVEY AND IS FOR REFERENCE ONLY. ALL PROPERTY LINES, EASEMENTS AND SETBACKS SHAU. BE VERIFIED PRIOR TO START OF CONSTRUCTION. BECHlEL DOES NOT GUARANlEE 11-IE ACCURACY OF SAID PROPERTY LINES, EASEMENTS, ROADS AND SETBACKS. THIS SITE PLAN IS NOT A SURVEY AND IS PROVIDED FOR INFORMATION ONLY "'" ~ 1. AN APPROVED ENCROACHMENT PERMIT ID REQUIRED FOR ALLWORK :E; ACTMTIES WITHIN THE PUBLIC RIGHT-OF-WAY. ~ ~ 2. CONTRACTOR SHALL PROVIDE LANE CLOSURE PLANS PER WATCH !!!.:li ~~~:~g~A1:gN SJ~l~D~~D~LIFORNIA DEPARTMENT OF g ~ 3. CONTRACTOR TO RETURN (E) STREET LIGHT AND LIGHT ARM TO THE ~ ~ CITY OF NEWPORT BEACH UTILITIES YARD. IF DAMAGED DURING THE o ,-REMOVAL, CONTRACTOR SHALL BE REQUIRED TO PURCHASE AND ~ ;< DELIVER A REPLACEMENT. CITY OF NEWPORT BEACH UTILITIES YARD: ~ f g~iov;-E 1ir\~?grST~~p&WEJ~~HT ~iJ:6~tD c:~fl0R SHALL ; _g UNWANTED BY THE CITY FOR ANY REASON. f. c 4. WHEN REMOVED OR DAMAGED BY CONSTRUCTION, ALL CURB, GUTTER -g =1l ~~A~~?:'tL~o~~~ N~E JW't~N~N A~t1~~Tl~fT~H~~~~~LL < "' BE PERMITTED. ALL CONSTRUCTION DETAILS FOR REPLACEMENT f '6 SECTIONS SHALL BE PER CITY OF NEWPORT BEACH STANDARD °E .E DRAWINGS. ~ ~ 5· ~~D~g;r,,~i~lb>.~~iLLLl~rsAl~tri~iEiRA:EKl~gul~L~L~NG LINE e 1 SIZE, HEAD TYPE, SPACING AND CONTROL WHERE DAMAGED BY £ ~ ~ CONSTRUCTION TO THE SATISFACTION OF THE CITY OF NEWPORT ,; c: ~ BEACH. ~ ~ : 5· ~~ELU~~~J~iR A~~A'.tu_ R~~~iE ~Di2!.~~NGG l~~~~~~g0¥5~F. ,l! ] L SHRUBS, AND/OR TREES IN KIND INCLUDING SIZE, SPECIES AND i :E SPACING WHERE DAMAGED BY NEW CONSTRUCTION TO THE ~~ 7. 6f':~F~<;;rli~M~~EiH~J~ o:iG~r~~~L BiftC~EPLACED BY THE G = CONTRACTOR. !~----------------------~ ~~ t~ .,;: • .c ,; 0 :E "' !~ ,- -< ~, 0 J: .,, = C ~ C lNlERGROUND SERVICE ALERT CF SMHERN CN.J~~ DIAL TOLL FREE 1-800-277-2600 6 AT LEAST TWO DAYS BEFORE YOU DIG LEGEND: --F-- F/E-- --E-- C&G ----- DWY C/L @ --SD-- FIBER OPTIC CABLE FIBER / ELECTRICAL LINE ELECTRICAL LINE CURB & GUTTER CENTER LINE DRIVEWAY CENTER LINE MANHOLE STORM DRAIN LINE (E) SCREEN WALL (VARIABLE HEIGHT)---~ (E) WOOD UTILITY POLE OLD C/L OF MAC ARTHUR BLVD --~ (E) STREET LIGHT POLE ID: 730::,----~ (E) STORM DRAIN CATCH BASIN----- (E) STORM DRAIN MANHOLE STORM DRAIN LINE----f-:-"'----P'--/--C'{/j 24" RCP STORM DRAIN APPROX. 57'-0" SW OF C/L (E) STORM DRAIN MANHOLE----------1--'-------J"'--+--- 25'-0" EASEMENT GRANTED TO S FOR POLE LINES, STEEL TOWERS INCIDENTAL PURPOSES.---- IA.P.N: 442-032-72 I (N) AT&T PROJECT LOCATION SEE ENLARGED SITE PLAN (E) STORM DRAIN CATCH BASIN---~ (E) STORM DRAIN MANHOLE----~ (E) SCREEN WALL (VARIABLE HEIGHT) (E) OVERHEAD POWER LINES--~ (E) STEEL UTILITY POLE #4209692Etl 72" RCP STORM DRAll\l.,!"_L~,£_~~---~ 18" RCP STORM DRAIN APPROX. 10'-Q" SE OF C/L 5 4 ; I 0 I ~ $" u ~ IA,P.N:458-142-09 I 3 (E) STORM DRAIN MANHOLE (E) STORM DRAIN CATCH BASIN (E) STORM DRAIN CATCH BASIN 24" RCP STORM DRAIN APPROX. 68' -0" SE OF C/L FULL SCALE 30 15 0 HALF SCALE 2 1"=30'-o" 30 60 FT 1 "=60'-o" 16808 ARMSTRONG AVENUE, SUITE 225, IRVINE, CA 92606 IDRAWN BY: CHECKED BY: REV DATE DESCRIPTION BY [ 26134-617-C0-0000-01254-002 ] D C B - l __ s_1TE _PLA_N _j, A-1 © ENGINEER: BECHTEL INFRASTRUCTURE AND POWER CORPORATION APPLICANT: REVISIONS: Mobility at&t 1452 EDINGER AVENUE, 3rd FLOOR TUSTIN, CA 92780 LICENSER: PROJECT INFORMATION: SHEET TITLE: SHEET NUMBER: A 06/05/20 ISSUED FOR REVIEW SRR NWPTB NODE 012A 22163 MACARTHUR BLVD NEWPORT BEACH, CA 92660 BECHTEL DRAWING NUMBER 0 06/24/20 ISSUED FOR PERMIT / CONSTRUCTION SB 1 10/06/20 FOUNDATION HOLD REMOVED SB 2 01/25/21 REVISED TO INCLUDE NEW POLE MODEL SB 1 ENLARGED SITE PLAN DIG ALERT PA2021-014 LEGEND: --F-- --F/E-- --E -- C&G DWY C/L @ --SD-- FIBER OPTIC CABLE FIBER / ELECTRICAL LINE ELECTRICAL LINE (E) OVERHEAD CURB & GUTTER CENTER LINE DRIVEWAY CENTER LINE POWER LINES ~ f 1 ' ;° ~ EASEMENT FOR SCE ~/ MANHOLE STORM DRAIN LINE (N) 17")(30• SCE PULL BOX f (TO BE INSTALLED BY AT&:1) ---~~0 _____________ ~1----,~---- I 00 ,I I (N) 17"X30• AT&T POWER PULL BOX I (WTR/FSB) INSTALLED BY AT&T MOBILJlY -------------1---+--- :,: 2 , ag ;° --s=iH }: (N) OMNI ANTENNA TO BE INSTALLED WllHIN CONCEALMENT SHROUD ON TOP OF lHE (N) STREET LIGHT POLE--------- ~ '"' REMOVE (E) STREET LIGHT POLE AND INSTALL (N) STREET LIGHT POLE ON (N) POLE FOUNDATION AT SAME LOCATION PER MANUFACTURER'S SPECIFICATIONS (TO BE INSTALLED BY AT&T MOBIUlY) AT 22163 MACARTHUR BLVD------------a~+-------~ ~ f (1) (N) RRUS-4449 B5/B12 WITH (2) (N) PSU AC 08 UNITS, (1) (N) RRUS-4415 B25 WITH (1) (N) PSU AC 08 UNIT & (1) (N) SPD UNIT WITHIN (N) POLE BASE PEDESTAL -----t------~ @@Xb) -5 -5 -6 OLD C/L OF MAC ARTHUR BLVD I \f~ I 9.,1,~~ q_~ f,,,~ X 24" RCP STORM DRAIN ~ / ' APPROX. 57' -0" SW OF C/L "'o I ~ 72" RCP STORM DRAIN~ (E) STORM DRAIN ~ CATCH BASIN----- (E) STORM DRAIN MANHOLE--------- lNlERGROUND SERVICE ALERT CF SMHERN CAil~~ DIAL TOLL FREE 1-800-277-2600 6 AT LEAST TWO DAYS BEFORE YOU DIG % I 5 J- ~"?:' rffe 6 er ~ G 2 -3 0" I < 0" I I 4 I & I I l:ilfil;. 1. PULL BOXES TO BE CONSTRUCTED PER STD-204-L 2. lHE PROPOSED HAND HOLES ARE PROVIDED BELOW GRADE &: FlLUSHED WITH TOP SURFACE. 3. LANDSCAPING TO BE REPLACED IN KIND. 4. ALL GROUND BOXS, PULL BOXS AND WIRE ACCESS COVERS SHALL HAVE TEMPER RESISTANT/VANDAL PROOF STAINLESS STEEL HARDWARE. 5. CONTRACTOR/AT&T SHALL BE RESPONSIBLE FOR EXISTING CONDUIT, WIRE OR CIRCUIT MODIFICATIONS OR DAMAGE TO ·crr'Y" PROPERTY. 6. ANY REPAIR WORK SHALL MATCH (E) SLOPE PER STD-180-L DETAIL (AS APPLICABLE) ~---(N) 17"X3o• FIBER PULL BOX TO BE INSTALLED BY AT&T WIRELINE 00 ~---(N) 2•1 CONDUIT WITHIN (N) FIBER TRENCH FROM AT&T FIBER HH TO STREET LIGHT FOUNDATION (APPROX. 18' -Oj @ ~-------(1) (N) 1•• CONDUIT FOR POWER PULL BOX (WTR/FSB) &: 1 •1 CONDUIT FOR STREETLIGHT POWER WITHIN (N) POWER TRENCH ROUTED TO (N) POLE LOCATION (APPROX. 12' -Oj @ (N) 1 •• CONDUIT FOR POWER WITHIN (N) POWER TRENCH ROUTED TO (N) POLE LOCATION (APPROX. 6' -Oj @ \8) ~----------------(E) STREET LIGHT PULL BOX 3 2 2· FULL SCALE 0 HALF SCALE 2 3/8"=1'-0" 4 6 FT 3/16"=1·-o· 16808 ARMSTRONG AVENUE, SUITE 225, IRVINE, CA 92606 IDRAWN BY: CHECKED BY: REV DATE DESCRIPTION [ 26134-617-C0-0000-01254-002 ENLARGED SITE PLAN A-2 D C BY B - ] A NOTICE © ENGINEER: BECHTEL INFRASTRUCTURE AND POWER CORPORATION APPLICANT: REVISIONS: Mobility at&t 1452 EDINGER AVENUE, 3rd FLOOR TUSTIN, CA 92780 LICENSER: PROJECT INFORMATION: SHEET TITLE: SHEET NUMBER: A 06/05/20 ISSUED FOR REVIEW SRR NWPTB NODE 012A 22163 MACARTHUR BLVD NEWPORT BEACH, CA 92660 BECHTEL DRAWING NUMBER 0 06/24/20 ISSUED FOR PERMIT / CONSTRUCTION SB 1 10/06/20 FOUNDATION HOLD REMOVED SB 2 01/25/21 REVISED TO INCLUDE NEW POLE MODEL SB 1 PROPOSED SOUTHEAST ELEVATION 2 PROPOSED SOUTHWEST ELEVATION PA2021-014 NOTE: 1. ALL CONDUCTORS/WIRES & CONDUIT, SHALL BE CONCEALED INSIDE (N) POLE AND SHROUDED. 2. ALL NEWLY INSTALLED EQUIPMENT SHALL BE PAINTED TO MATCH EXISTING POLE, AND OR SURROUNDINGS. UNLESS PROHIBITED PER MANUFACTURER REQUIREMENTS 3. ALL THE SIGNAGES ON THE (E) STREET LIGHT POLE SHALL BE RELOCATED ONTO THE (N) STREET LIGHT POLE AT SAME LEVEL, GC TO REPLACE THE SIGNAGES IF DIRTY OR DAMAGED. 4. STRUCTURAL ANALYSIS AND DESIGN OF (N) POLE TO BE DONE BY CONCEALFAB. 5. THE CAVITY AROUND THE NEW FOOTING SHALL BE BACKFILLED WITH 1-SACK SLURRY OR CLASS 2 BASE AND COMPACTED TO 95% COMPACTION. AT&T ANTENNA 1'-2 3/8" 1• (A.G.L) ___.t:-,_RAD CENTER_Q[JNl_M&T ANTENNA --=-;::::::::.==c:::~.----~Lb....9f W~NAIR~MOU~_Lib_ ELEV. 34'-9• (A.G.L) -----q,-~ELEV. 33'-n ■ (A.G.L) -------.....__ ____ f- AT&T ANTENNA A.G.L} JETTISON SHROUD ----------------------------- (N) STREET LIGHT POLE DESIGN REQUIREMENTS: 1. INSIDE RISER FOR POWER+GROUNDING _________ __, (N) STREET LIGHT POLE f 7306 (TO BE INSTALLED BY AT&T MOBILITY)-------- (SEE NOTE 4) \_ MATCH TO EXISTING FIXnJRES BOTTOM OF N RF NOTICE SIGNAGE ELEV. 29' -o• (A.G.L) .,_--~----CL_OF BANNER ATTACHMENT ___ ___L ELEV. 14'-o• (A.G.L) ~ (1) (N) RRUS-4449 B5/B12 WITH (2) (N) PSU AC 08 UNITS, (1) (N) RRUS-4415 B25 WITH (1) (N) PSU AC 08 UNIT & (1) (N) SPD UNIT WITHIN (1) (N) POLE BASE PEDESTAL (REFER DETAIL 3 SHEET A-6)------~ 9'-3" (E) ROW--+-2---:cs,-o----:c·-----+---------=81c---3----=.------ilit- /~--------------------i111 (E) EASEMENT FOR SCE ADA COMPLIANT (E) SIDEWALK ---------~1 BOTTOM OF NEW CAISSON ELEV. 7'-9• BELOW GRADE 6 I I I ~ 12·1 2·-s· TOP OF PEDESTAL ELEV. 31-10• (A.G.L) (E) CURB & GUTTER / TOP OF (E) CURB _J ELEV. o· -o· -----(N) FOUNDATION TO BE INSTALLED BY AT&T MOBILITY (REFER SHEET UD-2) FULL SCALE 2' 0 HALF SCALE 5 2 4 6 FT p------j 3/16"=1'-o" 4 AT&T ANTENNA 1• (A.G.L) ~ RAD CENTER OF !~ T&:T ANTENNA -----.-,-___ ~ 1:!JMINAIRE MJ)~ _ ~ ELEV. 34'-9• (A.G.L) ~ ~ ELEV. 33'-119 (A.G.L) AT&T ANTENNA A.G.L) JETTISON SHROUD--~------------- (N) STREET LIGHT POLE DESIGN REQUIREMENTS: 1. INSIDE RISER FOR "' ~MATCH TO EXISTING FIXnJRES I I I t ___ CL OF ~N;!hAWHMENT __ ______.b_ ELEV. 22 -0 "A.G.L1 ~ COAX INFORMATION POWER+GROUNDING ______ ____._. COAX TYPE COAX QTY. LENGTH I (N) STREET LIGHT POLE f 7306 I (TO BE INSTALLED BY AT&T MOBILITY) (SEE NOTE 4) ________ _____,_, 1/2"f LDF-4--50A B 36'-o" (1) (N) RRUS-4449 B5/B12 WITH (2) (N) PSU AC 08 UNITS, (1) (N) RRUS-4415 B25 WITH (1) (N) PSU AC 08 UNIT & (1) (N) SPD UNIT WITHIN (1) (N) POLE BASE PEDESTAL (REFER DETAIL 3 SHEET A-6) ----, ~TOP OF PEDESTAL ELEV. 3'-10· (A.G.L) (E) CURB & GUTTER 7\ CURB / \ -----------,->---, ~ \ ... ' BOTTOM OF NEW CAISSON ELEV. 7 -9 BELOW GRADE I t ---CL OF ~N~AWHMENT __ ______.b_ ELEV. 14 -0 ,A.G.L1 ~ 61-0" (N) AT&T FIBER PULL BOX------~ (N) 1 •, CONDUIT FOR POWER WITHIN / I (N) POWER TRENCH ROUTED TO (N) POLE LOCATION / (N) SCE PULL BOX ~\\ 6'-o" 6'-o" I \ ~~ '~ ~ \1/, \ ' AT&T POWER \ \ PULL BOX (WTR/FSB) \ (N) 1 •t CONDUIT FOR POWER\\ PULL BOX (WTR/FSB) & 1 •, \ CONDUIT FOR STREETLIGHT POWER WITHIN (N) POWER \ GROUND ROD STAINLESS STEEL #6 SOLID COPPER INSULATED WITH EXOTHERMIC CONNECTION TRENCH ROUTED TO (N) POLE \ LOCATION ~---------___._- (N) 2•, CONDUIT WITHIN (N) FIBER/POWER TRENCH ROUTED TO (N) POLE LOCATION----~ 3 2 2' p:j FULL SCALE 0 HALF SCALE 2 3/8"=1·-o· 4 6 FT p------j 3/16"=1·-o· 16808 ARMSTRONG AVENUE, SUITE 225, IRVINE, CA 92606 (DRAWN BY: CHECKED BY: REV DATE DESCRIPTION BY [ 26134-617-CO-OOOO-O 1254-002 ] D C B I __ ELE-VA-TIO-NS _I· A-3 © ENGINEER: BECHTEL INFRASTRUCTURE AND POWER CORPORATION APPLICANT: REVISIONS: Mobility at&t 1452 EDINGER AVENUE, 3rd FLOOR TUSTIN, CA 92780 LICENSER: PROJECT INFORMATION: SHEET TITLE: SHEET NUMBER: A 06/05/20 ISSUED FOR REVIEW SRR NWPTB NODE 012A 22163 MACARTHUR BLVD NEWPORT BEACH, CA 92660 BECHTEL DRAWING NUMBER 0 06/24/20 ISSUED FOR PERMIT / CONSTRUCTION SB 1 10/06/20 FOUNDATION HOLD REMOVED SB 2 01/25/21 REVISED TO INCLUDE NEW POLE MODEL SB EXISTING SOUTHWEST ELEVATION 1 SITE IMAGE 2 PA2021-014,--------~---~~ STREET LIGHT POLE 5" (A.G.L) (E) PUE FOR SCE (E) SIDEWALK--------- 6 5 4 3 (E) STREET LIGHT I------POLE #7306 2·-0· (TO BE REMOVED) (E) CURB & GUTTER TOP OF (E) CURB ELEV. 0'-0" FULL SCALE 2' 0 HALF SCALE 2 2 3/8"=1'-0" 4 6 FT 3/16"=1·-o· 16808 ARMSTRONG AVENUE, SUITE 225, IRVINE, CA 92606 IDRAWN BY: CHECKED BY: D l-,----,;------,-, C REV DATE DESCRIPTION BY B [ 26134 617 co 0000 01254 002 ] SITE IMAGE 8c ELEVATION A A-4 © ENGINEER: BECHTEL INFRASTRUCTURE AND POWER CORPORATION APPLICANT: REVISIONS: Mobility at&t 1452 EDINGER AVENUE, 3rd FLOOR TUSTIN, CA 92780 LICENSER: PROJECT INFORMATION: SHEET TITLE: SHEET NUMBER: A 06/05/20 ISSUED FOR REVIEW SRR NWPTB NODE 012A 22163 MACARTHUR BLVD NEWPORT BEACH, CA 92660 BECHTEL DRAWING NUMBER 0 06/24/20 ISSUED FOR PERMIT / CONSTRUCTION SB 1 10/06/20 FOUNDATION HOLD REMOVED SB 2 01/25/21 REVISED TO INCLUDE NEW POLE MODEL SB 1 37 4 6 10 OMNI ANTENNA DISCLAIMER LABEL 2 Notice signs must be placed opposite eachother on the antenna 8 11 238 9.38 218 8.59 219 8.61 265 10.43 170 6.68 1295.06 142 5.58 SURGE PROTECTION DEVICE BOTTOM ELECTRICAL FRONT × × × × MECHANICAL RAYCAP - RSCAC-1333-PS-240 MECHANICAL SPECIFICATIONS FRONT BOTTOM PART NO. GQ2414-06790-111 (GRAY) PART NO. GQ2414-06790-611 (BROWN) PART NO. GQ2414-06790-B11 (BLACK) PART NO. GQ2414-06790-C11 (CHROME) GALTRONICS - GQ2414-06790 PSEUDO OMNI CANISTER ANTENNA ANTENNA SPECIFICATIONS WINDBREAKER BRACKET SYSTEM 9 SIDEFRONT TOP ERICSSON ERICSSON RRUS-4415 DETAILS 2 FRONT VIEWTOP VIEW SIDE VIEW PSU AC 08 UNIT DETAIL ERICSSON RRU 4449 DETAIL 5 NOT USED POLE DETAIL NOT USED NOTICE RF NOTICE SIGNAGE NOTICE PA2021-014 j: (.') w :r: c:: e &3 "-en ~ 0 [L C:: ~ w c:: NEW FOUNDATION PER MANUFACTURER SPECIFICATIONS (TO BE INSTALLED BY AT&l) (1} NEW OMNI ANTENNA ON TOP OF NEW CONCEALMENT NEW LUMINAIRE PER UTIUlY REQUIREMENTS ,_, _______ EXISTING CURB MATCH TO J EXISTING FIXTURES POLE TOP CONCEALMENT BY CONCEALFAB (N} ARM CONNECTION W \BJ (N) 6"X6" RF SIGNAGE EB (REFER SHEET A-3 8 DETAIL # 2 FOR HEIGHT - OF ATTACHMENl) JETTISON SHROUD (N) FUTURE BANNER & BRACKET LOCATION BY OTHERS EB @NCRETE POLE ...,~--(N) CONDUIT FOR POWER I AND GROUNDING WITHIN I 12.00!6 I,_~--- 1 I I I I f I (N) POLE PEDESTAL 'U"!I----NEW FOUNDATION TO BE 6 INSTALLED BY AT&T MOBILITY) @ NOTES: 1. POLE BY CONCEALFAB OR APPROVED EQUAL. 2. NEW WIRING AND CONDUIT PER UTIUlY REQUIREMENTS l::IQIES;, 1. AFFIX REQUIRED SIGNAGE AT POLE TOP ON THE SUPPORT STRUCTURE SO THAT, IT WILL BE CLEARLY VISIBLE: A. INSTALL 3-4 FEET BELOW ANTENNA (MEASURED FROM TOP OF SIGN} 2. SIGNS OR DECALS SHALL BE MADE OF WEATHER, CORROSION AND ULTRAVIOUET (UV) RESISTANT MATERIALS. AT A MINIMUM, EACH SIGN OR DEAL SHALL INDICATE THE; ANTENNA OWNER/ OPERATORS NAME, EMERGENCY 24-HOUR CONTACT NUMBER, UNIQUE IDENTIFIER FOR THE ANTENNA SITE, AND SCE EQUIPMENT CATALOG NUMBER FOR POLE TOP INSTALLATIONS (WHEN INSTALLING ON SCE POUES). 3. SIGN "A" IS TO BE MAIDE ON 32 MIL ALUMINUM SHEETING. 6" I ·~ «i» AT&T operates antennas at this structure. NJove This Point you are entering an area io where radio frequency (RF) fields may exceed the FCC Population Exposure Umits. Follow safet;y guidelines for working in on RF' environment. Contact AT&T at 800-638-2822 and follow their instructions prior to performing any maintenance or repairs above this point. This is AT&T site USID: 230812 STONEHOUSE RD892 'C---- 1--E METAL W/ BAKED ENAMEL FINISH LUE ,__ WHITE 4. RF RAIDIATION SAFETY SIGNS SHALL BE POSTED ONLY WHEN REQUIRED BY RF ENGINEERING OR LOCAL JURISDICTIONAL REQUIREMENTS. RF ENGINEERING SHALL INDICATE THE lYPE AND LOCATION OF RF RADIATION SAFETY SIGNS THAT SHALL BE POSTED WHEN REQUIRED AT A SITE. 'AT&T' SHALL BE NOTIFIED IF A SIGN IS REQUIRED TO BE INSTALLED AT A SITE. 5, RF RAIDIATION NOTICE SAFElY SIGN SYMBOLS AND COLORING MUST CONFIRM TO THE ANSI STANDARD 2535.3 FOR RADIO FREQUENCY ENERGY AND CURRENT FLOW SYMBOLS. 5 STREETLIGHT POLE BANNER STEEL BANDING KIT W/ BANNER ARM lYP .TOP & BOTTOM TO COMPLY WITH CITY BANNER POLICY L-16, WIND LOAD 90MPH (FUTURE BY OTHERS) 4 CONNECTION {POWER): MAIN BREAKER #12 -#20 AWG (3.31 -67.4MM2) BRANCH BREAKER #14 -#8 AWG (2.5 -6MM2) GROUND AND NEUTRAL BUSBARS #14 -,2 AWG (2.08 -33.6MM2) ENVIRONMENTAL INGRESS PROTECTION (IP) RATING: NEMA 4X OPERATION TEMPERATURE: ('C) -40' C TO +80' C STORAGE TEMPERATURE: ('C) -70' C TO +80' C ENCLOSURE TYPE (OUlDOOR) POLYCARBONATE: UL 94V-O RATED ENCLOSURE DIMENSION: {L W H) 10.43" X 9.38" X 6.68" [217 128 256 MM] ENCLOSURE: HINGED ~TH CLASP WEIGHT, 8 LBS [3.62KG] MODEL NUMBER: RSCAC-1333-PS-240 MAIN DISCONNECT: 60A SHUNT TRIP MAIN BREAKER NUMBER OF CIRCUITS: AVAILABLE UP TO 10 BREAKERS: ACCOMODATES 5 TANDEM SURGE PROTECTION DEVICE (SPD) TYPE TO UL: STRIKESORB 30-A-2CHV SURGE PROTECTION DEVICE (SPD) TYPE PER UL 1449 4TH ED: RECOGNIZED UL SPD SURGE PROTECTION DEVICE (SPD) CL.ASS TO IEC 61643-11: CL.ASS I NOMINAL OPERATING VOLTAGE [UN] 120V / 240V SPLIT PHASE NOMINAL DISCHARGE CURRENT [IN] PER UL 1449 4TH ED: 20 KA 8/20 MS MAXIMUM DISCHARGE CURRENT [MAX] PER IEC 61643-11: 60 KA 8/20 MS IMPULSE DISCHARGE CURRENT [IIMP] PER IEC 61643-11: 5 KA 10/350 MS MAXIMUM CONTINUOUS OPERATING VOLTAGE [UC] (MCOV): 150V PER UNE VOLTAGE PROTECTION LEVEL [UP] PER IEC 61643-11: 700 SUPPRESSION TECHNOLOGY: MOV PROTECTION MODES: L1 TO NEUTRAL, L2 TO NEUTRAL STRIKESORB MODULES ARE COMPLIANT TO THE FOLLO'MNG SURGE PROTECTIVE DEVICE (SPD) STANDARDS, UL 1449 4TH EDITION: 2011, IEC 61643-11: 2011, EN 61643-11: 2012, IEEE C62.11: 2005, IEEE C62.41: 2002, IEEE C62.45: 2002, NEMA-LS-1 CERTIFlCATION UL, VDE, CE PANEL BOARD CERTIFICATION: UL 67 (SUITABLE FOR USE AS SERVICE EQUIPMENT) PSU MAX WEIGHT: 11.45 LBS [ l (10.8") I ~~n_rtnr_rr-rrrr_rrti_rrJ NOTICE RF ENERGY EMITTED BY THIS ANTENNA MAY EXCEED THE FCC's EXPOSURE LIMITS FOR THE GENERAL POPULATION. STAY AT LEAST 10 FEET AWAY FROM THE ANTENNA. CALL AT&T AT 800-638-2822, FOR HELP IF YOU NEED ACCESS WITHIN 10 FEET STONEHOUSE RD899 AVAILABLE FROM EXCEL SIGN AND DECAL: http://www.weneedsigns.com/home.php?cal+1135 AND CLICK ON AT&T PH: 510-651-0445 N01-DC-16 1 "X6" NOTICE DECAL "For 1 Foot Distance" VINYL DECAL WITH ADHEDSIVE BACKING 1. GENERAL CONTRACTOR TO REVIEW AND AIDHERE TO THE APPENDIX OF THE COMPLIANCE DOCUMENTATION FOR EACH SITE 3 DIMENSIONS (HEIGHTxDIAMETER): WEIGHT EXCL MOUNTING BRACKETS: NO. OF CONNECTORS CONNECTOR lYPE & FREQUENCY BAND [MHz]: 4 X 4.3-10 DIN FEMALE (698-896) MHz 4 X 4.3-10 DIN FEMALE (3550-3700) MHz MAX WIND SPEED: RADOME MATERIAL: 24.5 x 14.7 INCHES (622 x 374 mm) 30.9 lbs ( 14 kg) 14 X 4.3-10 DIN FEMALE 14 X 4.3-10 DIN FEMALE 698-896\1695-2180\2305-2360\2496-2690 \3550-3700\5150-5925 4 X 4.3-10 DIN FEMALE (1695-2180\2305-2360\2496-2690) MHz 2 X 4.3-10 DIN FEMALE (5150-5950) MHz 150 mph ASA RRU QTY. HEIGHT WIDTH DEPTH RRUS-4449 B5 B12 1 17.9" 13.19" 9.44 PSU AC 08 2 12.99" 7.08 2.71" (WEIGHT IS EXCLUDING MOUNTING HARDWARE) SEE MANUFACTURER INSTALLATION REQUIREMENTS j: (.') w :r: ■ FRONT VIEW RRU QTY. HEIGHT RRUS-4415 B25 1 16.5" PSU AC 08 1 12.99" SIDE VIEW WIDTH DEPTH 13.4" 5.9" 7.08 2.71" (WEIGHT IS EXCLUDING MOUNTING HARDWARE) SEE MANUFACTURER INSTALLATION REQUIREMENTS j: (.') w :r: I ~ WIDTH .. u 2 16808 ARMSTRONG AVENUE, SUITE 225, IRVINE, CA 92606 (DRAWN BY: CHECKED BY: D t--,-----------..... --1c DESCRIPTION BY B - [ 26134-617-C0-0000-01254-002 ] EQUIPMENT DETAILS A A-5 © ENGINEER: BECHTEL INFRASTRUCTURE AND POWER CORPORATION APPLICANT: REVISIONS: Mobility at&t 1452 EDINGER AVENUE, 3rd FLOOR TUSTIN, CA 92780 LICENSER: PROJECT INFORMATION: SHEET TITLE: SHEET NUMBER: A 06/05/20 ISSUED FOR REVIEW SRR NWPTB NODE 012A 22163 MACARTHUR BLVD NEWPORT BEACH, CA 92660 BECHTEL DRAWING NUMBER 0 06/24/20 ISSUED FOR PERMIT / CONSTRUCTION SB 1 10/06/20 FOUNDATION HOLD REMOVED SB 2 01/25/21 REVISED TO INCLUDE NEW POLE MODEL SB 2 13 4 6 7 5 TRENCH RESURFACING (FOR REFERENCE ONLY) ROADWAY TRENCH (FOR REFERENCE ONLY) PARKWAY TRENCH (FOR REFERENCE ONLY) 17" x 30" PULL BOX ASSEMBLY MECHANICAL SPECIFICATIONS POLYMER CONCRETE PULL BOX SPECIFICATIONS BY: ARMORCAST PRODUCTS COMPANY NOT USED POLE PEDESTAL DETAILS · · · · · · · · · PLUMBING DIAGRAM ··· ··· ··· ··· PA2021-014 TYPES OF PAVEMENT REPLACEMENT 1. rl?ENCH RESURFACING IN PORTLAND CEMENT CONCRETE PAVEMENT SHALL BE ;m, rr:0:t?°oo5t:c=,IJ.,0Ng ~~n5<:'0:cfiJ~ w,; f;lk[Vo:C. f\11H EPOXY COATING. 2. rl?ENCH RESURFACING IN ASPHALT CONCRETE PA \fl/ENT SHALL BE PER STANDARD SPECIF/CATIONS SECTION J06-1.5, EXCEPT 1HA T: A. ASPHALT CONCRETE SHALL BE PLACED IN LIFTS NOT TO EXCEED 4• 1HICK. 8. APPLY TACK COAT AND FEA1HER NEW PAVEMENT AS NECESSARY TO SEAL 1HE CONTACT JOINT AND ELIMINATE PAVEMENT DEPRESSIONS ltl1HIN ONE FOOT OF 1HE CONTACT JOINT. * C. COLD PLANE EXISTING A.C. PAVEMENT (2" MINIMUM DEP1H). EXACT lt1D1H TO BE DETERMINED BY 1HE FIELD ENGINEER. ** NO PIECES LESS 1HAN 5' f\!DE BET'M:EN PATCH AND NEAREST JOINT OR CURB AND GUTTER. EX/Si. ** A.C. PVf. ASPHALT TRENCH RESTORATION CONCRETE TRENCH RESTORATION NOTE: STREE./S/AUEYS REGEN/I. Y (LAST 5 YEARS) SLURRIED/RESURFACED/BUILT SHAU REQUIRE EXTENSIVE PAVEMENT RESTORA llON TO BE OETERMINED BY THE FIELD ENGINEER. CITY OF NEWPORT BEACH TRENCH RESURFACING 6 NOTE: NEW CONDU//S AND UNDERGROUND FAG/UIIES IW THE ROADWAY SHAU BE INSTALLED ADJACENT OR CLOSEST AS POSSIBLE TO THE EXISTING EDGE OF GUTTER OR CURB. IF THE PROPOSED CONDUIT TRENCH IS IN A TRAmc LANE ADJACENT TO THE EXISTING EDGE OF GUTTER OF CURB, C/1.D PLANING AND PAVEMENT RESURFACING ll!LL BE REQUIRED FROM THE NEAREST LANE LINE OF THE PROPOSED TRENCH m 71/E EXISTTNG EDGE OF GUTTER OIi CURfJ. IF 71/E TRENCH WORK IS IN A 1RAFFIC LANE BETWEEN TRAmc LANES, THE CONTRACTOR ll!LL BE REQUIRED TO COLD f'LANt. AND Ht.SUHfACt. /Ht. t.Nf/Ht. IHAff/C LANt.. /Ht. /Ht.NCH Ol't.NING SHALL tit. A MINIMUM OF 2' FROM THE EN71RE TRAmC LANE. IN ADDITION, IF THE TRENCH WORK EXTENDS INTO ANY PORTION OF AN ADJACENT TRAmc LANE OR IS DAMAGFD AS A RESULT OF /Ht CONTRACTOR'S WORK OR IS LESS THAN 5' RlOM AN EXIS71NG unurr TRENCH. THE ca-lTRACTOR !!ILL 8[ REQUIRED TO mo PLANE AND RESURFACE THE EN11R£ TRAmc LANE. COW PLANE EXIS71NG PAVEMENT (2" MIN. DEPTH) AND RESURFACE JOIN FLUSH WITH EX. STREET PA VEIi/ENT FOR ENTIRE LANE AND RfSTRIPE lffA:gHLA=::~ggurs EJ.t~RfNt.;NE OTHER LANE DAMAGFD AND TRAmc LODP(S) DURING CONSTRUC710N FULL LANE WO TH {PARKING LANE OR DRIVE) 2~• MIii 'l,IDTH TRENCH Tl/RU A.G. SEC710N 2' MIN. 5' MIN. EX. PAVEMENT EX. CITY OF NEWPORT BEACH UllL/TIES (£1. SEWER/WA ID?) NOTE; STREETS/ALLEYS RECENTLY (LAST 5 YEARS) SLU/lf/l£D/IIESURFACED/BUILT SI/ALL REQUIRE EXTENSIVE PAVEMENT RESTORA710N TO Bt [)[/ERMINED BY THE AEW ENGINEER CITY OF NEWPORT BEACH ROADWAY UTJLlTY TRENCH DETAIL 5 DRAWINGNO. STD-105-L-C 4 FAN KIT-~,,, ERICSSON RRUS 4415 ERICSSON FIBER BOX (BY OTHERS) DIPLEXERS (IF REQUIRED) ~ 11 3/4"--~---- ~ 17" BOLT CIRCLE 4X ~ 1.25 THRU, TYP {TOP ,,, & BOTTOM)--/,,,, ERICSSON RRUS 4449 ERICSSON PSU ACOB RECTIFIERS (TYP) AC DISTRIBUTION PANEL (BY OTHERS) PEDESTAL BASE PLATE DETAILS NOTES: 1. ANY SlLJt.WALK llt.MOVALS MUSI tit. Nt.l-'LAC/:.0 IN rULL f'ANt.LS. IN AIJIJ/1/0N, ?t;s~3P~&v c~if~~i:,,E[l,ll{t),f#fi%b°11Af:f fm7iNn;,~ EXPENSE. 2. SIDEWALK SHALL BE RESTORED W/1HIN ONE l!ffK OF INSTALLATION OF FAG/UT/ES. RfPLACE SIDEWALK PfR STD-180-L CITY OF :-aWPORT BEACH PARKWAY UTILITY TRENCH DETAIL REIISED 6/2002 APPROVED: ' ,...----~-- RCE 1'"0. 36106 t .... =iun(.C ~ORKS DIRECTOR Date: 2 },tar 1999 Scale:N.T.S. Drawn b , M. GRACIA • DRAWING NO. STD-105-L-D 3 14 PORT OMNI ANTENNA X X X X X X X X X X X X X X X X 4415 RADIO SHOULD BE INSTALLED WITH FAN USE HIGH TEMP SFP (RDH 102 65/25) ON THE CASCADE CABLE BETWEEN THE TWO RADIO USE LONG RANGE SFP (RDH 102 '!f) ON FRONTHAUL-CONNECTED TO 4415 RADIO WITH FAN 700B/C AND PCS CARRIERS WILL BE ON THE SAME SINGLE CPRI CONNECTION TO THE HUB THE PREFERRED BBU IS 6630 TO COVER MORE NR CONNECTION ON MIXED MODE CONFIGURATION 700B/C AND PCS ARE 4T4R ON A 4 PORT GALTRONICS GQ241406790Q UASI OMNI ANTENNA BIDI IS PREFERRED FRONTHAUL CONNECTION FOR JOBS WITH ONAIR FC>2019 6630 TO BE USED ON NEW HUBS OR HUBS THAT WILL HAVE BIDI CONNECTION BIDI NODES CANNOT BE MIXED WITH UNI NODE ON THE SAME 6630 BBU AC CUT OFF DARK FIBERS TO/FROM HUB ~~ ..dRMO~. DIMENSIONS (WxLxD): APPROX. WEIGHT: {BOX & COVER) LOAD RATING: ANSI TIER: A AC SOURCE 17"x30"x18" 166 lbs. 10K (COVER) 20K (BOX) 8 (COVER) 15/22 (BOX) FLOATING I .l'-------30,----------/7'", 29.25" 30.5" NUT (2X) ,c-;:~:z:::===::::t:ao:=~_J ~ COVER LIFT ~ I A PIN ~ /~STANDARD 1 / MARKING t / tt~~gRCAST 2 16808 AR~STRONG AVENUE, SUITE 225, IRVINE, CA 92606 (DRAWN BY: CHECKED BY: REV DATE DESCRIPTION [ 26134-617-C0-0000-01254-002 EQUIPMENT DETAILS A-6 D C BY B ] A © ENGINEER: BECHTEL INFRASTRUCTURE AND POWER CORPORATION APPLICANT: REVISIONS: Mobility at&t 1452 EDINGER AVENUE, 3rd FLOOR TUSTIN, CA 92780 LICENSER: PROJECT INFORMATION: SHEET TITLE: SHEET NUMBER: A 06/05/20 ISSUED FOR REVIEW SRR NWPTB NODE 012A 22163 MACARTHUR BLVD NEWPORT BEACH, CA 92660 BECHTEL DRAWING NUMBER 0 06/24/20 ISSUED FOR PERMIT / CONSTRUCTION SB 1 10/06/20 FOUNDATION HOLD REMOVED SB 2 01/25/21 REVISED TO INCLUDE NEW POLE MODEL SB 12 SIDEWALK DETAILS (FOR REFERENCE ONLY)PULL BOX DETAILS (FOR REFERENCE ONLY) PA2021-014 CURB FACE c!' OR HATCH EXIST, 1[]' [R VARIES 3/8' EXPANSION JDINT HA TERIAL <TYP> llE R=15' FOR LOCAL STR££TS AND 25' FDR ARTERIAL STR££TS UNL£SS OTH[RIIISE SPECIFIED llE llE 10' F/JR HAJfR, 111' FOR PRIHARY, AND 8' FOR SECONDARY STR££TS IM.ESS OT/£RWISE SIKJIIN cmcRETE SHALL BE 5(,0-C-3250 CURB RETURN AREA If_ 1[}' TYPICAL I· 4' Hit-f * j • I SLOPE 27. HAX. 4' HIN. P.C.C. J LANDSCAPE PARKWAY WITH STREET TR££S REQUIRED VHEN DISTANCE FRllH CURB '-------Tll PRllPERTY LINE EXC££DS 6 FffT IN RESIDENTIAL AREAS. CllNCRETE SIDEWALK IN CllNHERCIAL AREAS WITH 3/8' EXPANSlllN JDINT MATERIAL TYPICAL SECTION 8' WEAKENED PLANE JllINTS 1-1/ 4' SA WED, (}UICK-JlllNT llR E(}l)AL 8' 8' 8' 8' 8' 8' PLANTING llR CllNCRETE VALK WEAKENED PLANE JOINTS & EXP ANSI ON JOINTS CITY OF NEWPORT BEACH APPROVED: PUBLIC WORKS DEPARTMENT RCE NO. 36106 SIDEWALK DETAIL Drawn: M.Cracia Date: Sep 1994 DRAWINGNO. STREET TRffS. 8' P':\USERS\PBW&ued\CAD SID\ SIDDmlllll\XIOl_Std\- STD-180-L ¾" CRUSHED ROCK BASE INSTAU. (2) PER BOX 2 ¼" x 4• x a• COMMON RED BRICK. 1¼" 11 PVC CONDUIT BSEL ENlERPRISES NO. J-½ F PUU.. BOX OR PRE-APROVEIJ EQUAL MARKED "STREET LIGHT HIGH VOLTAGE" 5'-o• MAX. SECTION A-A 1• OR 1¼" II PVC CONDUIT WITH 3 WIRES AS DETAILED, BELOW FUSE HOLDER AS PER CNB STD-205-L TYPICAL PULL BOX REQUIRED AT EACH LIGHT STANDARD NOTES: 1. ALL CONDUIT SHAU.. BE 1¼." DIA. P. V.C., SCHEDULE 40, UNLESS SPECIFIED OTHERWISE, PER PLAN. 2. SEE CNB STD-205-L FOR FUSE HOLDER & WIRING DETAILS. 3. AFTER CONDUCTORS ARE INSTAil., All. CONDUIT ENDS SHAU. BE SEALED WITH DUCT SEAL OR PRE-APPROVED EQUAL. 4. NO CONDUIT RUN SHALL BE GREATER 11-IAN 180' BETWEEN PULL BOXES. 5. PUU.. BOXES SHAU. NOT BE INSTALl.ED IN DRIVEWAYS, RAMPS OR BElWEEN THE B.C.R. & E.C.R. STREET LIGHT OR BOLLARD CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT APPROVED: ~ PULL BOX DETAILS RCB NO. 36106 Drawn: M. Eli86 Date: Jan. 2004 DRAWINGNO. PUBLIC WORKS DIRECTOR -L 16808 ARMSTRONG AVENUE, SUITE 225, IRVINE, CA 92606 lDRAWN BY: CHECKED BY: D .._ ____________ ..... c REV DATE DESCRIPTION BY [ 26134-617-C0-0000-01254-002 ] CITY STANDARD DETAILS A A-7 © ENGINEER: BECHTEL INFRASTRUCTURE AND POWER CORPORATION APPLICANT: REVISIONS: Mobility at&t 1452 EDINGER AVENUE, 3rd FLOOR TUSTIN, CA 92780 LICENSER: PROJECT INFORMATION: SHEET TITLE: SHEET NUMBER: A 06/05/20 ISSUED FOR REVIEW SRR NWPTB NODE 012A 22163 MACARTHUR BLVD NEWPORT BEACH, CA 92660 BECHTEL DRAWING NUMBER 0 06/24/20 ISSUED FOR PERMIT / CONSTRUCTION SB 1 10/06/20 FOUNDATION HOLD REMOVED SB 2 01/25/21 REVISED TO INCLUDE NEW POLE MODEL SB 57 2 8 EXOTHERMIC CONNECTIONS MECHANICAL CONNECTIONS 9FSB WIRING DIAGRAM WIRING DIAGRAM -INSIDE FUSE SPLICE BOX 1.GROUND BONDS 2.EXTERIOR UNIT BONDS 3.GROUND ROD GROUNDING NOTES 4 SIDE VIEW PLAN VIEW SCE FUSE SPLICE BOX (FSB) ONE-LINE DIAGRAM 3 NOT USED 6 1 GROUNDING SCHEMATIC AC PANEL SCHEDULE PA2021-014 CABINET TO INCLUDE: INSIDE PANEL FOR MOUNTING OF: 1. ISOLATION SWITCH 2. FUSEHOLDER--BUSS #BM6032B OR EQUIVALENT TO ACCEPT 13/32-INCH X 1-1 /2-INCH FUSE 3. SINGLE-POLE TERMINAL BLOCK FOR NEUTRAL CONDUCTOR TERMINATION 4. ISOLATION SWITCH, FUSE HOLDER, AND NEUTRAL TERMINAL SHALL BE LABELED BY CUSTOMER CABINET REQUIREMENTS: 1. NEMA 3R-HINGE COVER, PADLOCKABLE 2. FUSE SPLICE BOX (FSB) SIZE 12" W X 12" H X 6" D 3. FSB TO BE MOUNTED ON POLE BY WAY OF MOUNTING PLATES SUPPLIED BY CUSTOMER FUSE REQUIREMENTS: 1. CUSTOMER INSTALLS FUSES AND REPLACEMENT, IF NEEDED, ONCE FSB UNLOCKED BY CITY 2. FUSE RATING TO BE APPROVED BY CITY 3. ONE SPARE SET OF FUSES, SUPPLIED BY CUSTOMER, ARE TO BE PLACED INSIDE OF FSB CUSTOMER CONDUIT TO LOAD /EQUIPMENT L I ' I \ \ J .... _,,, / ............ -, I '-\ ,0 0/ .... _ 15" CITY OWNED 17x3o• HAND HOLE 15• NOTE: ALL GROUND CONDUCTORS TO BE #6 THHN/THWN GREEN STRANDED COPPER UNLESS EXOTHERMIC WELD CONNECTIONS ■ OTHERWISE NOTED OR REQUIRED BY EQUIPMENT MANUFACTURER. MECHANICAL CONNECTIONS ARE MECHANICAL TYPE CONNECTIONS e TO BE IRREVERSIBLE CRIMP OR EQUIVALENT. GROUNDING BAR ~~§~~ NEW RRUS-4449 812/85--------_l~==:-\------2::::::!:::::!============J NEW DISCONNECT WITH 1 - - -____I, - INTEGRATED SURGE I \ PROTECTION _____ I _____ _ NEW RRUS-4415 B25 _ _1_ _ ___,.....c::::a...a-L, RRUS MOUNTED I WITHIN PEDESTAL AT I~_,,,, (N) POLE BASE. __ _,,,,-1 4. FUSE RATING TO BE LABELED BY CUSTOMER INSIDE OF FSB DOOR PRIOR TO ENERGIZING SERVICE NOTE(S): 1. CUSTOMER TO NOTIFY CITY FOR APPROVAL OF FUSE SPLICE BOX MOUNTING LOCATION PRIOR TO INSTALLATION. CUSTOMER CONDUIT-----" TO SCE SOURCE LOCATION ~B MOUNTED TO UNISTRUT WITHIN 17x30 HAND HOLE PSU AC 08 ---------- \ \ PSU AC 08 TYP (2) 2. CITY PERSONNEL TO NOTIFY IMS GROUP IF FUSES ARE REPLACED. 3. ARMORED GROUND WIRE OR MINIMUM OF 1 /2-INCH RIGID CONDUIT OR WOOD MOLDING OVER GROUND WIRE. 4. GROUND WIRE FROM POLE TO ELECTRODE SHALL BE ENCLOSED IN GALVANIZED RIGID CONDUIT OR EQUIVALENT MECHANICAL PROTECTION. 5. SUBJECT TO LOCAL CODES/ORDINANCES WHERE APPLICABLE. 6. FOR JOINTLY-OWNED POLES, CUSTOMER TO PROVIDE POLE STEPS FOR IDENTIFIED CLIMBING SPACE UP TO CELLULAR ARM LEVEL. CITY TO PROVIDE POLE STEPS AS REQUIRED BEYOND CELLULAR ARM LEVEL. LOWEST LEVEL STEP SHALL NOT BE LESS THAN 7 FEET 6 INCHES. SPACING SHALL NOT EXCEED 36 INCHES. 7. CLIMBING SPACE ON POLE SHALL MEET G.O. 95 REQUIREMENTS. 8. CUSTOMER EQUIPMENT FOR WTR TARIFF IS NOT TO BE INSTALLED ON SCE SWITCH POLE. 9. THIS STANDARD APPLICABLE TO WTR TARIFF ONLY. 10. CITY CREW TO LOCK FSB WITH #203 LOCK AFTER SERVICE IS ENERGIZED THRU RF /POWER SWITCH TO OPEN CUSTOMER CITY EMERGENCY, RF /POWER SHUT-OFF SWITCH WITH DUAL LOCKING DEVICE TO ALLOW CITY ACCESS. 11. OPTIONAL LOCATION OF CUSTOMER'S EMERGENCY RF /POWER DISCONNECT SWITCH, WITH DOUBLE LOCKING DEVICE. 12. CELL CARRIERS SHALL INSTALL A SIGN OR DECAL MADE OF WEATHER, CORROSION AND ULTRAVIOLET (UV) RESISTANT MATERIALS (E.G.,MACHINE-ENGRAVED, LAMINATED-PHENOLIC OR REFLECTIVE SCOTCHLITE MATERIALS) PLACED OUTSIDE THE FUSE BOX DOOR. AT A MINIMUM, THE SIGN OR DECAL SHALL INDICATE THE ANTENNA OWNER/OPERATOR NAME, EMERGENCY 24-HOUR CONTACT NUMBER, AND UNIQUE IDENTIFIER OR NOC NUMBER FOR THE ANTENNA SITE. SIGNAGE SHALL BE PLACED AT 8' -o· MINIMUM TO 11 '-o· MAXIMUM ON THE OUTSIDE OF FUSE BOX DOOR. LABELING SHALL BE PLACED INSIDE THE FUSE BOX IDENTIFYING; RF /POWER DISCONNECT, AND FUSE BLOCK WITH AMPACITY OF FUSE IN USE. 13. INSTALL #8, 3 1 /C TW CU FOR OVERHEAD. REFER TO DUG AP 100. ENERGIZE THRU CLOSED RF /POWER SWITCH TO OPEN CUSTOMER-FUSED SWITCH .. 14. ANTENNA WITH EMERGENCY RF/POWER DISCONNECT SWITCH MAY BE PLACED ON NON SCE POLE WHERE THERE IS VEHICULAR ACCESS TO THE POLE, THE POLE IS A MAXIMUM OF 250 FEET RADIALLY, AND THE POLE/ANTENNA IS CLEARLY VISIBLE WITH NO OBSTRUCTIONS FROM THE WIRELESS TECHNOLOGY RATE (WTR) BOX LOCATION -7 D ---\ RF/POWER ~ \ SWITCH-~ L_NEUTRAL BLOCK 6 15• (c~ BOLT CR\JD ROD CLAM=> ~0""' "~~tr"" "'V 2 HOLE LUC "J" BCLT PIP[ C A.MP 15• {C> .,,,-Q>, ~ ~ ¥ 2 ~OLT PARALLE CROSS R~N SPLICER CLAl~P ~~ ¢'~ ~~ "-f:Jl°l:Y GRADE NEW #6 THHN/THWN GREEN STRANDED GROUND FROM EQUIPMENT TO GROUND BUS DOUBLE LUG COMPRESSION \ \ (TYP.)-\ · LONG BARREL CONNECTOR-------~ EXOTHERMIC WELD CONNECTION TO ~--#6 SOLID COPPER INSULATED, GREEN NEW GROUND ROD-------------~ NEW 5/8"¢ x 8'-0" STAINLESS STEEL GROUND ROD. GROUND ROD SHOULD BE MIN. 1' BELOW GRADE AND 24"-36" FROM THE POLE. IF A SINGLE GROUND ROD DOES NOT HAVE A RESISTANCE TO GROUND OF 25 OHMS OR LESS, IT SHALL BE SUPPLEMENTED BY AN ADDITIONAL GROUND ROD. SEPARATION BETWEEN GROUND RODS SHOULD BE AT A MIN. DISTANCE OF 6'------~ ~ 1. CONlRACTOR/AT&T SHAU. BE RESPONSIBLE FOR EXISTING CONDUIT, WIRE OR CIRCUIT MODIFICATIONS OR DAMAGE TO ·crrY-PROPERTY. ~, U~IIVERSAL PIPE :LA\IPS /c,/l .2c, NOTE: ALL GROUND CONDUCTORS TO BE 1/6 THHN/THWN GREEN STRANDED COPPER UNLESS OTHERWISE NOTED OR REQUIRED BY EQUIPMENT MANUFACTURER. _____ : ALL BONDS ARE TO BE MADE WITH #6 AWG STRANDED COPPER IN GREEN INSULATION. (ATT-TP-76416 7, 6.7) _______ : ALL METALLIC OBJECTS SHALL BE BONDED TO THE GROUND ROD. (ATT-TP-76416 7, 12.6) CAST 'T' Sl'LICER 1 BOLT P/\RALLEL ____ : UL LISTED COPPER CLAD STEEL GROUND ROD WITH MINIMUM DIAMETER OF 5/8" AND MINIMUM LENGTH OF 8 FEET. ALL GROUND RODS MAY BE INSTALLED WITH INSPECTION SLEEVES. GROUND RODS SHALL BE DRIVEN TO A MINIMUM CL.A.MP 1 R:11 T PARAI I Fl CLAMP UNIV~RSAL PIPE 50H2 DEPTH OF 30" BELOW GRADE OR 6 INCHES BELOW FROST LINE. (ATT-TP-76416 1.4 / 2.2, 3, 10) 4. CONTRACTOR TO SURROUND COMPLETED CONNECTIONS WITH WEATHERPROOFING TAPE OR EQUAL TO. ~ ~ '~ ~x::, '✓, ~ 0 [~ TV:JE ss TYPE TA TYPE 1/E TYPE PH TYPC: GR ~"', '~ '~ ~~ "'·~ q~~ TYrT rG TYl'E GT TYPE ,:y TYl'C: NC TYPE H.A. TYPE VS TYPC: NX1 TYPE ND -rvPE GR 5 4 3 ~ UTILITY DESIGN AND RUNS ARE PRELIMINARY. PENDING FINAL DESIGN FROM UTILITY PROVIDERS NEW DISCONNECT WITH INTEGRATED SURGE PROTECTION NEW RRUS-4415 825 ~ i----I- I I I I I I PSU AC 08 I ---- TYP (3)-+--__, GRADE NEW #12 AWG THHN/THWN / STRANDED COPPER WIRE-~___._~ NEW 1-1/2" PVC CONDUIT P---P~ SCH-80; #8 AWG ; THHN/THWN STRANDED ___/ 1r =i7 ----------------L': :'__J NEW 17"x30" PULL BOX ------~ "'ti FOR POWER WITH WTR/FSB t (FUSED SPLICE BOX) (SCE OWNED) ----------------_{ NEW 1-1 /2" PVC CONDUIT ~ SCH-80 #6 OR #8 AWG CU s~I I NEW 17"x30" PULL BOX -----------L _J (SCE OWNED) NEW 120V POWER SERVICE TO / "'ti NEW 17"x30"PULL BOX // l (SCE OWNED & OPERATED) / ~ 1. CONlRACTOR/AT&T SHAU. BE RESPONSIBLIE FOR EXISTING CONDUIT, WIRE OR CIRCUIT MODIFICATIONS OR DAMAGE TO •cify" PROPERTY • RAYCAP SPD DISTRIBUTION SCHEDULE 1201240 ( 2 HOT AND 1 NEUTRAL) FEED FOM A METER WITH DISCONNECT SW. 60 A 2 POLE MCB 1201240V, 3W, 2 HOT WIRE & 1-NUETRAL LINE L1 /LINE L2 L1 L2 L1 L2 L1 L2 L1 L2 L1 L.2 BREAKER POS. 8 R E A K E R D E s C R I p T I 0 N 8 10 16808 AR~STRONG AVENUE, SUITE 225, IRVINE, CA 92606 (DRAWN BY: CHECKED BY: REV DATE DESCRIPTION BY TOTALVA I J lf----A-MP_E_RA_G-+E _2_.4+-2._4 +-4.9-+-4-.9-+-4-.9+-4-.9 +-0-+--0-+-0-.3-+-0-.3-1---2-5 A_M_PS_@_1_2o_v_(L_1 _& _L2_) ---II 1---2-6-13_4 ___ 6_1_7 ___ C_Q ___ 0_Q_Q_Q ___ Q_1_2_5_4 ___ Q_Q_2 _ ___. POWER WATTAGE 288 588 588 36 0/A)LINE 1 1500 VA= 12.8A@ 120V il1) POWER WATTAGE 288 588 588 (VA) LINE 2 36 1500 VA• 12.BA@ 120V IL2) BREAKER SIZE/# 1512 1512 1512 1512 POLE 15/2 3000 VA 1240v = 12.8 A (@240v) NOTES· 1. CONTRACTOR TO VERIFY WITH UTLITY COMPANEL THE AVAILABLE INCOMING FAULT CURRENT AT THE METER AND SHALL PROVIDE PER NEC OVER CURRENT PROTECTION AT THE MAIN BREAKER AND SPD BREAKERS. 2. (1) POWER SUPPLY (AC-08) FOR RRU-4415 • {4.8A@120v; 15A/1 POLE) OR (2.4A@240V•15A/2 POLE) 3. (2) POWER SUPPLY (2-AC-08) FOR RRU-4449 • (9.8A @120v: 15A/1 POLE) OR {4.9A@ 240V-15A/2POLE) 4. EXHAUST IS 0.6 A OR 72 VA@ 120v OR .3A or 36VA@240v 2 ELECTRICAL AND GROUNDING DETAILS E-1 D C B A 1 ARM CONNECTION (ISOMETRIC VIEW) LUMINAIRE INSTALLATION (ISOMETRIC VIEW)2 3 © ENGINEER: BECHTEL INFRASTRUCTURE AND POWER CORPORATION APPLICANT: REVISIONS: Mobility at&t 1452 EDINGER AVENUE, 3rd FLOOR TUSTIN, CA 92780 LICENSER: PROJECT INFORMATION: SHEET TITLE: SHEET NUMBER: A 06/05/20 ISSUED FOR REVIEW SRR NWPTB NODE 012A 22163 MACARTHUR BLVD NEWPORT BEACH, CA 92660 BECHTEL DRAWING NUMBER 0 06/24/20 ISSUED FOR PERMIT / CONSTRUCTION SB 1 10/06/20 FOUNDATION HOLD REMOVED SB 2 01/25/21 REVISED TO INCLUDE NEW POLE MODEL SB LUMINIARE SPEC PA2021-014 fillIE;_ 1. SECURELY TIGHlEN BOLTS TO 19.7 FT-LBS (27 N-m) BY ALlERNATING FROM BOLT TO BOLT IN EQUAL MEASURED AMOUNTS OF 25" TORQUE. ENSURE THAT THE SLIP FITTER BRACKET DOES NOT TILT COMPLETELY TO ONE SIDE AND REFRAIN FROM UNEVENLY llGHlENING BOLTS, AS IT WILL CAUSE CROSS-THREADING. 2. REFER MANUFACTURER GUIDE FOR INSTALLATION. ARM PIPE: 2-3/8" O.D.X 0.203" T -A500, GR. B (N) LUMINAIRE HEAD EB Hr---------i-----STEPS TO ACHIEVE DESIRED DEGREE OF TILT (-5" TO 5') 1-=-1---+-----SUP-FITlER BRACKET OJ---+-----SEE NOlE 1 1---------ARM PIPE: 2-3/8" O.D.X 0.203" T -A500, GR. B WM.ltWRE SECTION YlfW ,, ,~---(N) LIGHT POLE 11" {lYP.) ARM PIPE: 2.875" O.D.X 0.203" T -A500, GR. B ~----1---l,,"'r---(6) 1/2" DIA. BOLTS IN 5/8" DOA HOLES 2 3/4" 6 5 LE®TEK" GreenCobra-Midsize LED Street Light GCM H-Series Specification Data Sheet LumlnaireOata Wei1ht 10lb>[4.6kg] EPA 0.44ft' Ordering lnform;ation S..mpleut1Jot Ne. GCM2-l0ft-MV--NW·2R~HCWH'CR7·WL Project Type CauolosNo >--->----+--I_ -+------11-----+-~-+---------, ~ j Volta~ Ttm=tu•• Distribution f Flnls.h' eu3:.tDl'c'.:r Options I:' ~~: ww = : ~::~e:um 1: ~~ !!~ "'" "'' Fb<edDrilleCurrent lnsPhotocontrol 3R Type31.4edium 700 --· ANs.17-wlreP~o-4 Type4 81( Siad ISO S TvpeS PCR7.Cftl -- wntfO!ReceP™:le ControlReil<iy7-wi•ePC Recep~ UtilityW~n..~La~I 4-lloltM1;111nring8rl1Cket R..t>be<WikllileGuard ... ., .. CurrentCode' :.l I I l Gray,BjKl.•nd0or'<8ron~$1aM>fd.ConwllfilCloryforO!hoPr~n"lle,;. 2 ~eddrivecurren1codeisttw,fK1ory«etdrMrurn,n1 F~adju11~curren1seiectore~lf'< fl>.ture !o becha,n&e(l in~ flekl 1oadf,Jnh1ht oU!llUI for local condi!lori,!l'IOI ..,.ilabio wltt, Fi....:I °'""' O.rent 1rnc1 or PCR7-CR c,ption) (onwl! factory ilwallatf, limus require a S,pml (lrtveCUl'fffll 3 Ho<,..~ld od;-,ubio, h,,eddrM! CUffen(. S!)«ifv requlf'fd <lrlYe current.~ -'able wl!h PCR7-CR Ol)!!on. 4 1n<lud<esc .. ,.,~1-...,,.,....,,_,fieldodj"'tabilil'jolliJhtlevds. lndudnconnectontoollowenv upgrmofwr,"°ssdmming.;.PCR7 W•~•-b)'otMrs. S Contrd-readywlredotfoctoryfor-<r,odedimminglr'IO<l,t,,/othom).C .. ,.,,,t>elK!ornotir,ca,<Wd inth,fi,:tu,.,.NotilbletOldJUHlbove~l'leddrivecurm,t 6Spe,;ilyth,CFOptlonlora>Hl.llinslah!lon.5ffwor,.,.l'jforde11il1 7 flushmountPdhouwsidesl>oeld.~eldcuah1~1offo! tn mounOf\lMiaht-ndluminlire 8 flu.,,rnountedcul-de-sacsM'ld.Shleldcutll,&htofflll/2~nghe,chtbe!lind~eandt-1/2 mountinaM'li!lhtoneithersideoflu~ 9 flushrnounttdffoot,icll,Woeldwtshth\olll\;tPl)fOum1t~onem<U1M1heifhtinfrontofluml"'lre !•lrfft<i<lel. 10Speaf,Color(G'(D8,8K) l!SptdfyM\1(120-277V)orHVl3AN-"80Y) 02019l.e<:ltel<Oectroni<s1JS,1,,GCM_H•Sf<'its_~S11eet_09·17·19.si,ecllut10n,1ubjtct!Odll"11tWlthoU!notlce m .,. JOO SWTI :u::t:::: Termi"-'I 81ock 150 1111. ... "' " :::i~:~~~ Accessorin' HSSGCM' House5kleSh~,Snap-On° CSSGCM' Cul-Oe--S.: Side Shield, Sr,ap-On" f5SGCM' Fron1SkleShleld.Sn1p-On' SPI'" SqUllrt Pole Kor\zonQI Nm ~kel RoundPoieHoriron~ArmBrKl<et 'PTI'" l'oleTopTenonlioriwnu,j Nml!Qcke\ m2• l'oleTopTenonHOflzonu,I Arm!lr.lcke\12{11180") WallHo,ilOflUIArm&racket Elirdo..t~"'nts.pidefK~ UPC" long--Llfe Twin Loci< Photocontrol SC TwistlockShortlne;C.,p •--•,_.,,,_.....,.,_....,.,.._tollotil'lclUHII"" :......~---fo,ladory....-Hll.CS.S.ondrn LE®TEK" GreenCobra•• Midsize LED Street Light ""'"" ...... GCM H .. Series Specification Data Sheet ~:.r:c!:~~-~::,~~~t.i.at~e<.com Dellve~ FleldAdjustllbCe Product LEO Code Drive System """'' current Code Wattqe(W} Lumens(Lm)1 (Lm/W) Output Ranee SlO mo l20 ''° 6700 '"" ,oo 850 '™' s,s 8380 120 ,oo 10230 119'0 950 """ l Nomlr\al lumens. Norm;tl toler;ince t JMl.due tolactcnindudlnadi5tribu!lcn type, LEO bln ~lance. Mid ambient temperm•n Performance DIUI: 4000tC (NW) and SOOOK (CWI Alldltanomi<, ... l[S~lesforallCCT1avail1bioatleotetuom Product LEO Code Drive -m Delivered ''"""' Field Adjustable Current Code Wattage(W) Lumens(Lml' !Lm/Wl OutputR1nae .. 6330 ''° 58 mo ,oo " 9830 120 11720 GCM2 s,s " ,00 .. 11260 850 13270 14390 ~-1 -lumens.Normal1oler~...:et l°"duetolactO<S""ludintdiilribullontype,lEObin-iaroce,andomb+enttempcfl(Ufl!'S 020al.e<:lt~EIKtronicsUSA.GCM_fl-Soenes_SpecSheet_09-17•19.Specifiatton,,ubJecttochangewithoutnotice. 4 LE®TEK" Luminaire Spedfkatlons Housing Die Cil:it aluminum hollling with un~I rwo--boltslipfittermounl!tol•l/4"to2" (l-5/8" to 2·3/8" 0.0.) diameter m;tsl arm One-potCealuminumhousingprovidesp.,ssfw huMinkin1olthe LEO$andhasu~r wrb~s thatsl>edpredpltatlon.Four-boltmounting bracket is ;ivailal)le. Mounting pro...isions meet 3GvibrationperANs.lCl36.31-2010Nolmil Apl)liclhon,Srl<lee&OVerp,iss.Mountinghas le'o'llli<1£adiustmenlfrom1S"in2.S•steps. Electricllcomponentsueaccessedwithout toolsviaahi@;h·•trength.non-wnductrve polyarbonatedOOfwithquick-relea~latches Po~rbonitem;ttelllllm'°"lsUL74oCfor outdoorllSage.Availablerubberwildl~guard (IIWG09tion)conforms1omastarmwithno gaps. GreenCobra'" Midsize LED Street Light GCM H-Series Specification Data Sheet Quality Control Everyluminaireisperfonnancelestedbefore ;tnd;tltera2·holll"b\lrn·inperiod.A<sembled Opt!alSystems Micro-len1oplicalsystemsproducelESNA Type2,Type3,Type4,orType5diW1butions andarefulJysealedtomainUinanlP66rating Luminltire produces 0% totil lumens at.ow 90" IBUGllahng, U-O).()ptionalhouses,de,l11eld cutsliflhtoffat1/2mountingheif!htbehind lumin1lre.Front1ideshleldcutsli1hloffat approl<im1telyor.emounlin1hei1htinfrontol 11\eluminaire(str~tsidel.Cul-de-QCshlekf pn:111idesi)ackitndsldelightcontrollorend ofcu1--de-s;i,cappliations.Allshleldsarefield Installable without tools Electrial Finish liousingrece1"'11adurable,f;l(!e-reslstan1 ?Oti,.ster powder 1:011 finish with 3.0 m~ nominal th1ckness.Standardlinishtestedtowithstand SOOOhoursinsalt5P[aye>.posureperASTMB117 andCoastalFlnlshperASTMGiS.flnlihmeets 5cribecreeP36eratlng8perASTMOl6S'.FintSh tested500hoursinUVexposureperASTMGl54 andmeetsASTMOS23glonretention Ustln,s/lW!np/1.abels luminairesareUlli,t~foruseinwetlocalions lntheUnltedSutesandCanada.Deslgnlijhts Consortlum"'qualiff~prodvct.ConsultOlC QPL for Standard and Premium Clanific;ition Usnngs.lntemattonalOart:S>;vAssociationhste-d lumlnalrelsqualifie-d1o~r;ite11ambient temperaturesof•40"Cto40"C Licht Emlttlna: Diodes Rat~ hie of electrical componenls is 100,000 Photometry lum,nairesphotome«icsaretestedbycerti~~ inrn!pendentteslinglaboratoriesinaccordance withl(SLM-79testinsprocedures. H;gh.nul</High-powerwh,teLEOsprodocea hours.Use,isolatedpoWflrsupplythatls minimum of90%of initial intensityowr 75.000 1-IOV dimm;,ble. Power ,upply is wired with hoursoflifeba'it'dOfllESTM-21tL90l?7Sk quid-disconnectterminals.Powe<supf)ly hours). l£0$ ;t,e test~ In aci:ordance with IES features;, minimum pow~ factor of .90 and lM·80 testing proc«tures. lEOs have corr4!-!ated <20% Total H,rmonH: Distortion (THOI. EMC color temperature of 3000~ (WW). 4000K meeu or e..:e~s FCC CFR Part 15. Termin;,I (NW), or SOOOK (CW) and70 CR.I minimum. blockaci:ommodates6to 14gaugewire. S<Jrge 3ndcomponen1s LEOS are 100% mercury and lead f~ protection comp,lies w,th IEEE/ANSI C62.41 C;ttego..,.CHiV,,20kV/IOkAandANSICl36.2-VandalRuisunce Housingandoptir.sratedtolHO Fle1dAdJustablllty 201S,20W/10kA LEOdrivecurrentc.anbechangedlnthefleld toltdjusthghtoutputlorlocalconditionsjnot Controls availablewilhflxedDriveCurrent(fOC)or 3-Wirepho1ocontrolrtceP1atlelsstandard. Standards lumin;iirecompl~with: ANSl:C136.2,Cl36.3,Cl36.10,Cl36.13,Cl36.1S. Cl36.22,Cl363t,Cl36.3S,Cl36.37,Cl36.41, C62.41.C78.377.C82.77 Other:FCC47CFll,IEC60S98,ROHSII.Ull449, PCll7-CRop!lon).Thespecifieddrivecurrent ANS-!Cl36.417-w1re(?CR7Jphotocontrol code\lffllbethefactorysetdrivecur~ntfield receptacleis...,;tiliible.Allphotocontrol adjustmentscanbemidewllhthecurrent receptatltsh:wet00t"lessroui1ablebases. seleaor includ~ in the ffxture. Fie-Id adjunable Wireless con1rot module Is provided bv others rangeshowninperfo,mancedatatable. 02019l.e<:ltel<Electronic1USAGc:M_H•Serifs_SpecShee1_!'.8-l7-19.SpecificildOr\llUbjl!CtlOdlingewlthoU!notice LE®TEK" GreenCobra•• Midsize LED Street Light GCM H-Series Speclflca~on Data Sheet BUG Ratings 3000K(WW) Type2S Type2R Type3R Type4 Types I Prodl.>Ct lED Driw BUG BUG BUG BUG BUG '°"' CUm!ntCode Ratlna Ratln1 ""''' ""''' Ratlna J 82UOG1 BlUOGI 62UOG2 I 82UOGI 831../0Gl 62UOG2 62UOG2 SlUOGl 82UOG2 82UOG2 BlUOGl 82UOG2 IA 82\JOG2 82UOG2 82UOG2 82UOG2 83UOG2 82UOG1 B2UOG2 82UOG2 B2UOG2 83UOG2 ,oo 82UOG2 82UOG2 82UOG2 82UOG2 83UOG2 I ,so 83UOG2 B2UOG2 B3 UOG3 4000K(NW) Type2S Type2R Type3R Type4 Types I Prodl.>Ct lED Drlw BUG BUG BUG BUG BUG '°"' Cllm!ntCode ...... Ratfn1 R1tfn1 Rat1n1 Rat1n1 I I ::::: I :::~: ,00 82UOG2 82UOG2 B2UOG2 8S0 B2UOG2 B2UOG2 B2UOG2 82UOG2 83UOG2 --_IA_ ~ ~ 82 UOG2 ~ Bl~ "' B2UOG2 82UOG2 82UOG2 82UOG2 83UOG2 ,00 I K2UOG2 63UOG3 83UOG2 E14UOG2 I B3UOG2 82UOG2 B3UOG3 83UOG2 B3UOG2 83UOG3 B3UOG3 83UOG3 84UOG2 SOOOK(CW) Type2S 'fype2R TypelR Type4 Types I Product LED Drivo BUG BUG BUG BUG BUG Cod• Current Code Ratin, ""''' Ratin1 Ratfna Ratin1 I S30 B2UOG1 81UOGI 82UOG2 82UOG1 82UOG2 B2UOG2 82UOG2 B3UOG1 '°" ,00 B2UOG1 B3l.lOG2 8S0 82UOG2 82UOG2 82UOG2 82UOG2 83UOG2 I 1A B2UOG2 82UOG2 B3UOG3 B3UOG2 8H.IOG2 82UOG2 B2UOG2 82UOG2 82UOG2 B3UOG2 ,00 I ·~ I El3UOG2 B2UOG2 B3UOG3 83UOG2 84UOG2 9SO B3UOG2 82UOG2 83UOG3 83UOG2 84UOG2 B3UOG2 a3UOG3 B3UOG3 83UOG3 84UOG2 D2019 l.e-olek EIK!ror.la USA. G(M_H-Serin_Spec511~t_09-17-19. Specific~tlonuubject toch.,,~ew,11,out notice. 3 2 16808 ARMSTRONG AVENUE, SUITE 225, IRVINE, CA 92606 IDRAWN BY: CHECKED BY: REV DATE DESCRIPTION [ 26134-617-C0-0000-01254-002 BY LUMINAIRE SPECIFICA 110NS (FOR REFERENCE} E-2 D C B - ] A 1© ENGINEER: BECHTEL INFRASTRUCTURE AND POWER CORPORATION APPLICANT: REVISIONS: Mobility at&t 1452 EDINGER AVENUE, 3rd FLOOR TUSTIN, CA 92780 LICENSER: PROJECT INFORMATION: SHEET TITLE: SHEET NUMBER: A 06/05/20 ISSUED FOR REVIEW SRR NWPTB NODE 012A 22163 MACARTHUR BLVD NEWPORT BEACH, CA 92660 BECHTEL DRAWING NUMBER 0 06/24/20 ISSUED FOR PERMIT / CONSTRUCTION SB 1 10/06/20 FOUNDATION HOLD REMOVED SB 2 01/25/21 REVISED TO INCLUDE NEW POLE MODEL SB CONCEALFAB POLE # 900794_7 DETAILS (FOR REFERENCE ONLY) PA2021-014 G .., .c c- ... C> f =e ~ C 0 .E ~ m -;; :E e .! ]; ~ l "ii Ct i~= G m L "'e N 8-! ~i~ 0 :i:: ... "'"C ~ :I:' ~~ • "C Ca.~ !~:ii -., G 0 ;: :E ::2 C U ,-. 8~~ 'i -; :a: G D C A 34'-l l"-------- 33, l l " APPROXIMATE -ANTENNA CENTERLINE 32'-l l" BOTTOM OF ANTENNA 0 14-i" 40¾" 11 l." 8 PROPOSAL ORA WING D APPROVE□ D APPROVED -WITH CHANGES NOTED D NOT APPROVED -CHANGE AS NOTED & RESUBM IT APPROVED BY DATE j 28'-7"--------i-r,--------,t· 27¾'· ALL REINFORCEMENT SHALL BE EPOXY COATED ANCHOR RODS SHALL BE EPOXY COATED ( 0 12.00 JETTISON SHROUD -22'-0" -i-----14'-0" PEDESTAL HOUSES I l) 4415 AND 11) 4449 ERICSSON RADIOS (BY OTHERS) B ,,#H . DO NOT ~ rl ConcealFal> 1--'C-AL_rn_wc. __ w~_i:::::::r __ ~.II Corporaffon 10205FEDEIIALDRIVE COLORADO SPRINGS. CO 80908 PH:719-599-3400FX:719-599-oo!i7 DIMENSIONS ARE IN INCHES SALE!S~CONCEALFA~.COM NAME DATE: TITLE INTEGRATED PEDESTAL POLE SCALE: HEETSIZE SHEET: 1 :36 B l Of l G D C A -0 l~~l ________________________ "T ___________ """'.:-------------r------------::-------------f-----------3------------r------------;-------------r----.,, ~ 0 5 4 3 2 6 16808 ARMSTRONG AVENUE, SUITE 225, IRVINE, CA 92606 IDRAWN BY: CHECKED BY: D 1-...,..--'T""--------r-"1 C [ REV DATE DESCRIPTION 26134-617-C0-0000-01254-002 CONCEALFAB POLE# 900794_7 DETAILS (BY OTHERS) UD-1 BY B ] A © ENGINEER: BECHTEL INFRASTRUCTURE AND POWER CORPORATION APPLICANT: REVISIONS: Mobility at&t 1452 EDINGER AVENUE, 3rd FLOOR TUSTIN, CA 92780 LICENSER: PROJECT INFORMATION: SHEET TITLE: SHEET NUMBER: A 06/05/20 ISSUED FOR REVIEW SRR NWPTB NODE 012A 22163 MACARTHUR BLVD NEWPORT BEACH, CA 92660 BECHTEL DRAWING NUMBER 0 06/24/20 ISSUED FOR PERMIT / CONSTRUCTION SB 1 10/06/20 FOUNDATION HOLD REMOVED SB 2 01/25/21 REVISED TO INCLUDE NEW POLE MODEL SB PLAN VIEW SECTION A-A ELEVATION VIEW NEW CAISSON DETAILS PA2021-014 GENERAL NOTES; 1. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY. 2. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL HAVE 4500 PSI STRENGTH AT 28 DAYS UNLESS NOTED OTHERWISE ON DRAWINGS. ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318 CODE REQUIREMENTS. 3. ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. "'· ALL STRUCTURE AND MISCELLANEOUS STEEL PROFILE c!c MATERIAL SHALL CONFORM TO THE ASTM A53, GRB. 5. HIGH STRENGTH BOLTS SHALL BE USED FOR ALL PRIMARY STRUCTURAL CONNECTIONS, UNO. ALL HIGH STRENGTH BOLT ASSEMBLY COMPONENTS SHALL BE IN ACCORDANCE WITH DIMENSIONAL REQUIREMENTS OF ANSI / ASME 818.26. HIGH STRENGTH BOLT ASSEMBLES SHALL BE FURNISHED AS FOLLOWS: 5.1 BOLT IN ACCORDANCE WITH ASTM F1554. 5.2 WASHER IN ACCORDANCE WITH ASTM F"'36. 6. WELDING SHALL BE IN ACCORDANCE WITH AWS D1 .1 / D1 .1 M "STRUCTURAL WELDING•. WELD FILLER MATERIAL SHALL HAVE MINIMUM YIELD STRENGTH OF 58 KSI AND MINIMUM TENSILE STRENGTH OF 70 KSI AND SHALL BE COMPATIBLE WITH THE BASE METAL 7. WELDING SHALL BE¼• CONTINUOUS FILLET WELD UNLESS NOTED OTHERWISE. 8. MATERIAL OR ADMIXTURES SHALL NOT CONTAIN ANY CALCIUM CHLORIDE. 9. ALL ANCHOR RODS AND REINFORCEMENTS SHALL BE EPOXY COATED. 10. ANCHOR ROD SHALL BE TIED INTO THE REBAR CAGE AND HELD IN PLACE WITH A RIGID TEMPLATE TO PREVENT MOVEMENT DURING CONCRETE PLACEMENT. 11. PROVIDE DOUBLE NUTS AND DOUBLE WASHERS FOR STEEL ANCHOR RODS TO ALLOW FOR ADJUSTMENT IN THE BASE PLATE ELEVATION. WRENCH TIGHTEN ALL LEVEWNG NUTS AGAINST THE BASE PLATE BEFORE TIGHTENING THE TOP NUTS. 12. POLE FOUNDATION DESIGN IS BASED ON STANDARD SOIL LATERAL CAPACllY VALUES FROM TABLE 1806.2 OF CBC 2019 FOR SOIL CLASS OF MATERIALS lYPE 5. CONSTRUCTION IS RESPONSIBLE TO VERIFY THAT THE ACTUAL SOIL SITE CONDmON MEETS OR EXCEEDS THE ASSUMED SOIL CONDmON. 13. POLE FOUNDATION DESIGN IS BASED ON WATER TABLE BELOW THE BOTTOM OF FOUNDATION. IF WATER TABLE IS ENCOUNTERED AT THE TIME OF EXCAVATION, CONSULT ENGINEERING. 30"9l CAISSON PIER FOOTING CONCRETE FOUNDATION f' c = 4500 PSI 11 3/ 4"9l I.D. RACEWAY #7 VERTICAL RE-BARS TYP .• TOTAL (6) (4)-1 "9l ANCHOR BOLTS /i1---BOLT CIRCLE ~------';:::---,,..,._--,'((":_----11~,/4d 9l = 17" PEDESTAL HOUSE (BY MANUFACTURER) BASE PLATE (BY MANUFACTURER) #4 TIES----~ N.T.S. (1) 2"9l & (1) 1 "9l (1) 1"9l PVC CONDUIT. TYP. CONDUIT BACKFILL NOT SHOWN FOR CLARllY. 6 5 4 PEDESTAL HOUSE (BY MANUFACTURER) BASE PLATE (BY MANUFACTURER) A ' a:: ,,, _J 2, 30"9l CAISSON PIER FOOTING cl ,d <l ,d " <J <] <l <] <l <J <l <J ,d <l <] ,d <] <] <i 2'-6" N.T.S. 3 (4)-1 "9lx48" ANCHOR BOLTS EACH WITH (6) HEAVY HEX NUTS & (6) STD HARDENED WASHERS PER ROD: ASTM F1554 GRADE 55 GALVANIZED BOLTS ON A 17"9l BOLT CIRCLE (BY MANUFACTURER AND LOCATE PER MANUFACTURER'S SPECIFICATIONS) ¼" WASHERS 6" CONCRETE CAP OVER FOOTING (2)-#4 TIES IN TOP 5" A 2 FINISHED GRADE 16808 ARMSTRONG AVENUE, SUITE 225, IRVINE, CA 92606 IDRAWN BY: CHECKED BY: --------------c REV DATE DESCRIPTION BY B [ 26134-617-C0-0000-01254-002 ] FOUNDATION DETAILS A UD-2