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HomeMy WebLinkAbout20210129_Plans_17x11POLE TYPE : (N) STEEL POLEPOLE ID # 7291SITE ADDRESS: 22453 MAC ARTHUR BLVD,CORONA DEL MAR, CA 92625SITE NAME: NWPTB_NODE 009BSITE NUMBER: CRAN_RLOS_NWPTB_009PROJECT: CRAN / SMALL CELL / PICOUSID #: 230815PACE #: MRLOS056704at t&T-1 TITLE SHEETLS-1 TOPOGRAPHIC SURVEY (BY OTHERS)A-2 ENLARGED SITE PLANA-3A-4ELEVATIONSA-5T-2 LEGEND, ABBREVIATIONS AND GENERAL SITE IMAGE & ELEVATIONA-6EQUIPMENT DETAILSE-1 ELECTRICAL AND GROUNDING DETAILSTCP-1 TRAFFIC CONTROL PLANEQUIPMENT DETAILS© ENGINEER:BECHTEL INFRASTRUCTUREAND POWER CORPORATIONAPPLICANT:REVISIONS:Mobilityat&t1452 EDINGER AVENUE, 3rd FLOORTUSTIN, CA 92780LICENSER:PROJECT INFORMATION:SHEET TITLE:SHEET NUMBER:A 06/05/20 ISSUED FOR REVIEW SRRSRRKVNWPTB NODE 009B22453 MAC ARTHUR BLVD,CORONA DEL MAR, CA 92625BECHTEL DRAWING NUMBER0 07/09/20ISSUED FOR PERMIT /CONSTRUCTIONSRRPROJECT DESCRIPTIONAPPROVALSCONSTRUCTION DRAWINGSHEET INDEXSHEETDESCRIPTIONDRIVING DIRECTIONSLOCAL MAPVICINITY MAPSITE INFORMATIONPROJECT TEAMGENERAL NOTESCODE COMPLIANCEDO NOT SCALE DRAWINGSRF ENGINEER:ENGINEER:SENIOR TECHNICAL PROJECT MANAGER:CONSTRUCTION GC:DRIVING DIRECTIONS FROM AT&T TUSTIN OFFICE:DIG ALERTSAC/ZONING/PERMITTING:PROJECT MANAGER:A-1SITE PLAN AND CITY OF NEWPORT BEACH NOTES PROJECTSITEPROJECTSITEA-7.UD-1UD-2CONCEALFAB POLE # 900794_2 DETAILS (BY OTHERS)FOUNDATION DETAILSCITY STANDARD DETAILSE-2 LUMINAIRE SPECIFICATIONS (FOR REFERENCE)PA2021-015ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. 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. 2019 CALIFORNIA ELECTRIC CODE, Jo. 2017 NATIONAL ELECTRIC CODE (NEC) 4. 2019 CALIFORNIA MECHANICAL CODE 5. 2019 CALIFORNIA PLUMBING CODE 6. 2019 CALIFORNIA FIRE CODE 7. ANY LOCAL BUILDING CODE AMENDMENTS TO THE ABOVE 8. 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, TITLE 24, CHAPTER 11 B, SECTION 1103B. 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: LONGITUDE: LONGITUDE/LATITUDE TYPE: GROUND ELEVATION (NAVD 88): ADJACENT APN It-ZONING JURISDICTION: CURRENT ZONING: PROPOSED USE: AT&T Mobility 1452 Edinger Ave. Tustin, CA 92780 CONTACT: Stacey Brawn 714-273-5261 sb6766@att.com UNDERGROUND SERW:E AI..ERT <F SOUTI-IERN CAI..FORNA DIAL TOLL FREE 1-800-277-2600 AT LEAST TWO DAYS BEFORE YOU DIG PUBLIC RIGHT OF WAY 22453 MAC ARTHUR BLVD, CORONA DEL MAR, CA 92625 AT&T 1452 EDINGER AVE, 3rd FLOOR, TUSTIN, CA 92780 33' 36' 42.63" N 33.611842' 117' 52' 11.50" W -117.869861' NAD 83 225.30'± A.M.S.L 442-014-24 CITY OF NEWPORT BEACH (ORANGE COUNTY) PUBLIC RIGHT OF WAY UNMANNED TELECOM.tUNICATIONS FACILITY Bechtel Infrastructure & Power Corp. 16808 Armstrong Ave. Irvine, CA 92606 CONTACT: George Morales 949-372-4476 gmorales@bechtel.com Bechtel Infrastructure & Power Carp. 16808 Armstrong Ave. Bechtel Infrastructure & Power Corp. 16808 Armstrong Ave. Irvine, CA 92606 CONTACT: John Tseheridis 949-372-4519 jtseheri@bechtel.cam AT&T Mobility 1452 Edinger Ave. Tustin, CA 9278D CONTACT: Mahesh Kolur 714-566-7311 mk5852@att.cam 6 Irvine, CA 92606 CONTACT: Jon Awerkamp 949-372-4445 jawerkam@bechtel.com AT&T Mobility 1452 Edinger Ave. Tustin, CA 92780 CONTACT: Don Vozenilek 562-716-4647 dv574p@att.com GIT ON STATE RTE 55 S IN SANTA ANA FROM EDINGER AVE, CONTINUE ON STATE RTE 55 S. TAKE CA-73 S TO MACARTHUR BLVD IN NEWPORT BEACH. TAKE EXIT 14A FROM CA-73 S, MERGE WITH MACARTHUR BLVD, SITE WILL BE ON THE RIGHT. 5 4 3 IF USING 11"X17" PLOT, DRAWINGS WILL BE HALF SCALE THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS & AUTHORIZE THE SUBCONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT & MAY IMPOSE CHANGES OR MODIFICATIONS. APPROVED BY: INITL>.LS: DATE: AT&T RF ENGINEER: ------------------1---+-----I AT&T OPERATIONS: ----------------+-----l~------11 SITE ACQUISITION .tANAGER: _____________ -+---+------1 PROJECT MANAGER:----------------+-----f------1 ZONING VENDOR.c.· ----------------➔---+------1 LEASING VENDOR: -----------------+---+------1 CONSTRUCTION MANAGER: --------------+------1------1 A/E MANAGER'------------------+---+------1 PROPERTY OWNER: ________________ _._ ___ L-------11 SCOPE OF WORK: AT&T PROPOSES TO MODIFY, OPERATE AND MAINTAIN PROPOSED UNMANNED TELECOM FACILl1Y. 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 MOBILl1Y. 2. (1) (N) OMNI ANTENNA TO BE INSTALLED ON TOP OF CONCEALMENT SHROUD ON TOP OF THE (N) STREET LIGHT POLE. 3. (1) (N) RRUS-2205, (2) (N) RRUS-4402 825/866 & (1) (N) SPD UNIT STACK MOUNTED WITHIN (N) INTEGRATED POLE CONCEALMENT. 4. INSTALL (1) (N) 17"x30" FIBER PULL BOX BY AT&T WIRELINE 5. INSTALL ( 1) (N) 17"x30" SCE PULL BOX BY AT&T MOBILl1Y. 6. INSTALL (1) (N) 17"x30" AT&T POWER PULL BOX WITH WTR/FSB BY AT&T MOBILl1Y. 7. GC TO TRENCH & INSTALL CONDUITS FOR POWER/FIBER AS REQUIRED. SUBCONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. 2 16808 ARMSTRONG AVENUE, SUITE 225, IRVINE, CA 92606 (DRAWN BY: CHECKED BY: D ] ------------------c REV DATE DESCRIPTION BY ElCPIRATlON Dl(II: 09/30/2020 B [ 26134-617-C0-0000-01234-00D ] l __ nll£-SHEET_], T-1 © ENGINEER:BECHTEL INFRASTRUCTUREAND POWER CORPORATIONAPPLICANT:REVISIONS:Mobilityat&t1452 EDINGER AVENUE, 3rd FLOORTUSTIN, CA 92780LICENSER:PROJECT INFORMATION:SHEET TITLE:SHEET NUMBER:A 06/05/20 ISSUED FOR REVIEW SRRSRRKVNWPTB NODE 009B22453 MAC ARTHUR BLVD,CORONA DEL MAR, CA 92625BECHTEL DRAWING NUMBER0 07/09/20ISSUED FOR PERMIT /CONSTRUCTIONSRR121LEGEND3GENERAL NOTESABBREVIATIONSPA2021-015c-.c C -G - E G ~ :E g i "D III ~ 2£ .-----r • ■ IT] ◊ 0 -$-~ ill 0 @ ~ NEW ANTENNA EXISTING ANTENNA GROUND ROD GROUND BUS BAR MECHANICAL GRND. CONN • CADWELD GROUND ACCESS WELL ELECTRIC BOX TELEPHONE BOX LIGHT POLE FND. MONUMENT SPOT ELEVATION SET POINT REVISION GRID REFERENCE DETAIL REFERENCE ELEVATION REFERENCE i!!.!,'ijlllffi!!!jjjlll@mj pg o go go go gag a gl t22222d222222222222l VU////////////////// //J (1) ---A-----ou------x-----OHT/OHP-----OHT------OHP---·~-~-~~I SECTION REFERENCE --E----F/P--A AMPERE A.B. ANCHOR BOLT DIM. ABV. ABOVE AC ALTERNATE CURRENT~tlR CONDITIONER DWG. ACCA ANTENNA CABLI CO'IER ,S EMBLY DWL. ADD'L ADDITIONAL EA. A.F.F. ABOVE FINISHED FLOOR EGR. A.F.G. ABOVE FINISHED GRADE EL. A.G.L. ABOVE GROUND LEVEL ELEC. AIC AMPERE INTERRUPTING CAPACITY ELEV. ALUM. ALUMINUM EMT. ALT. ALTERNATE E.N. A.M.S.L ABOVE MEAN SEA LEVEL ENCL. ANT. ANTENNA ENG. APPROX. APPROXIMATE(L 3 EQ. ARCH. ARCHITECT~URAL EXST.(E) AT. AMPERE T IP EXP. AWG. AMERICAN WIRE GAUGE EXT. BATT. BATTERY F BD. BOARD FAB. BLDG. BUILDING FAC. BLK. BLOCK w BLKG. BLOCKING BM. BEAM F.G. B.N. BOUNDARY NAILING FIN. BR. BRANCH FLR. BRKR. BREAKER FLUOR BTCW. BARE TINNED COPPER WIRE FDN. BTS. BASE TRANSMISSION SYSTEM F.O.C. B.O.F. BOTTOM OF FOOTING F.O.M. B/U BACK-UP CABINET F.O.S. C CONDUIT F.0.W. CAB. CABINET F.S. CANT. CANTILEVER~D) FT.(') CB. CIRCUIT BR KER FTG. CDMA CODE-DIVISION MULTIPLE ACCESS (2G &: 3G) FU G CDUK CONSOLIDATION DISTRIBUTION UNIT KIT GR C.I.P. CAST IN PLACE CKT. CIRCUIT GA. CLG. CEILING GC CLR. CLEAR GEN. CMU CONCRETE MASONRY UNIT (JAMB BLOCKS) GI. COL. COLUMN G.F.C. I. CONC. CONCRETE GLB. (GLU-LAM) CONN. CONNECTION~OR) GND CONST. CONSTRUCTI N GPS CONT. CONTINUOUS GRND. d PENNY (NAILS) GSM DBL. DOUBLE HDBC DC DIRECT CURRENT clllR. DEM. DEMAND HGR. DEPT. DEPARTMENT HPS D.F. DOUGLAS FIR HT. DIA. DIAMETER ICGB. DIAG. DIAGONAL IN.(") INT. LB.(#) L.B. L.F. LG. LPS 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 E[E E--< E--3 f-0 rnrr:f 4==f OVERHEAD TELEPHONE/OVERHEAD POWER OVERHEAD TELEPHONE LINE f--0 OVERHEAD POWER LINE POWER RUN FIBER/POWER RUN DIMENSION DRAWING)S) DOWEL(S EACH EMERGENCY GENERATOR ELEVATION ELECTRICAL ELEVATOR RECEPTACLE 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 FOOT (FEET) FOOTING FUSE GROUND GROWTH (CABINET) GAUGE GENERAL CONTIRACTOR GENERATOR GALVANIZE(D) GROUND FAULT CIRCUIT INTERRUPTER GLUE LAMINATED BEAM GROUND GLOBAL POSITIONING SYSTEM GROUND f--0 GLOBAL SYSTEM MOBILE ~2G+ MOBILE TECH.) HARD DRAWN COPPER WI E HEADER HANGER HIGH PRESSURE SODIUM HEIGHT ISOLATED COPPER GROUND BUS INCH(ESd INTERIO POUND(S-fs LAG BOL LINEAR FEET (FOOT) LENGTH LONGWUDINAL~ LOW RESSUR SODIUM 5 LTE MAS. MAX. M.B. MECH. MFR. MIN. MISC. MLO MTID. MTG. MTL. MTS. N (~ N 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. QlY. RAD.(R) RBS RCPT. REF. REINF. REQ'D. RGS. RRU RX-AIT SAF SCH. SDBC SEC SHT. SIM. S.N. SPEC. SQ. S.S. STD. 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 lYPE, HUBBELL LIGHTING CATALOG #WSW232T LIGHTING FIXTURE, FLUORESCENT, 10.94" x 8'-0", 2/95W, SURFACE MOUNTING TYPE, HUBBELL LIGHTING CATALOG #TWSM232T 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, 1/100W, WALL MOUNTING TYPE, HUBBELL LIGHTING CATALOG #BRH-100-06-1 LIGHTING FIXTURE, HALOGEN, QUARTZ, 1/300W, HUBBELL LIGHTING CATALOG #QL-505 LIGHTING FIXTURE, 1/175W. METAL HALIDE, HUBBELL CAT #MIC-0175H-336 5/8" X 10'-0" ,CU. GND ROD 30" MIN. BELOW GRADE. LONG TERM EVOLUTION ( 4G MOBILE TECH.) MASONRY MAXIMUM MACHINE BOLT MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS MAIN LUGS ONLY MOUNTED MOUNTING METAL MANUAL TRANSFER SWITCH NEUTRAL NEW NATIONAL ELECTRICAL MANUFACTURERS ASSOC. NUMBER NOT TO SCALE OPTICAL BASEBAND INTERFACE OVERHEAD ON CENTER OPENING POLE PRECAST CONCRETE PERSONAL COMMUNICATION SERVICES PHASE PLYWOOD PANELBOARD POWER PROTECTION CABINET PRIMAIRY RADIO CABINET PRIMAIRY POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED POWER (CABINET) QUANTITY RADIUS RADIO BASE STATION ~BASE STATION 3G NETWORKS) ECEPTACLE REFERENCE REINFORCEMENT(ING) REQUIRED 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 STEEL STANDARD 4 STL. STRUC. SURF SW TEL. TEMP. THK. TMAS T.N. T.O.A. T.O.C. T.O.F. T.O.P. T.O.S. T.O.W. lYP. 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 ◄ ~ IT] § s © 0 I STEEL STRUCTURAL SURFACE SWITCH TELEPHONE TEMPORARY THICK(NESS) 5/8" X 1 O' -0" ,CU. GND ROD IN TEST WELL 30" MIN. BELOW GRADE. CHEMICAL GROUND ROD (XIT GROUND ROD) HALO GROUND CONNECTION CIRCUIT BREAKER UTILITY METER BASE TRANSFORMER STEPDOWN TRANSFORMER RECEPTACLE, 2P-3W-125V-15A, DUPLEX, GROUND TYPE, HUBBEL CATALOG #5362 TOGGLE SWITCH, 1P-125V-15A, HUBBELL CATALOG #HBL 1201 CN 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 TOWER MOUNTED AMPLIFIER (DC SUPPLY VOLTAGE) tOE NAIL TOP OF ANTENNA TOP OF CURB TOP OF FOUNDI\TION TOP OF PLATE {PARAPET) TOP OF STEEL TOP OF WALL lYPICAL UNDER GROUND UNDERWRITERS LABORATORY INC. UNIVERSAL MOBIL TECH. SYS. (3G MOBILE TECH.) UNLESS NOTED OTHERWISE VOLT VOLT ALTERNATING CURRENT VERIFY IN FIELD WATT OR WIRE WIDE(WIDTH) WITH WITHOUT WOOD WEATHERPROOF WEIGHT WIRELESS TRANSMISSION RATE TIRANSFER TIRANSFORMER CROSS-LINK POLYETHYLENE CENTERLINE PLATE, PROPERTY LINE 3 i i 1. THE FACILilY IS AN UNOCCUPIED DIGITAL TELECOMMUNICATION FACILllY. 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS NOTED OTHERWISE. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED 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 INDICATED 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 AUTHORllY REGARDING THE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 7. THE GENERAL CONTIRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE BEST SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, 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. LISTED AND FIRE CODE APPROVED MATERIALS. 9. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A 1 OBC WITHIN 75 FEET TIRAVEL 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 THAN THOSE FOUND ON THE PLOT OF SURVEY DRAWING, SHAILL NOT BE USED TO IDENTIFY OR ESTABLISH THE BEARING OF TRUE NORTH AT THE SITE. 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 DEPICTED ON THE CIVIL SURVEY. THE CONTRACTOR SHALL ASSUME SOLE LIABILllY FOR ANY FAILURE TO NOTIFY THE ENGINEER. 12. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, PAVING, CURBS, VEGETATION, GALVANIZED SURFACES, ETC., AND UPON COMPLETION OF WORK REPAIR ANY DAMAGE THAT OCCURRED DURING CONSTRUCTION TO THE SATISFACTION OF AT&T. 13. KEEP GENERAL AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. 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 lYPES AND QUANTITIES. 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 AFFECTED. THE CONTRACTOR SHALL ASSUME SOLE LIABILllY 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 CllY 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 CllY FOR ANY REASON. i I 2 I 16808 ARMSTRONG AVENUE, SUITE 225, IRVINE, CA 92606 (DRAWN BY: CHECKED BY: REV DATE DESCRIPTION EXPIRATION DATE: 09/30/2020 [ 26134-61 7-C0-0000-01 234-000 BY LEGEND. ABBREVIA llONS AND GENERAL T-2 D ] C B -] A LEGENDMONUMENTSAPN442-014-27REFERENCE:VICINITY MAPBASIS OF BEARINGBASIS OF ELEVATIONS: (NAVD 1988)FLOOD ZONECOORDINATESSITE10/28/19LJ1SCL NWPTB 09B 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 92630714.624.9027LIGHT STANDARD PROFILEAPN442-014-24APN458-631-09APN458-632-03M A C A R T H U R B L V D ℄ M A C A R T H U R B L V D ℄ M A C A R T H U R B L V D ℄S A N M I G U E L D R I V E℄PA2021-015\ .. NEWPORT CENTER ~ I ., Sherman Library g Gardens 0 I ., r~~ Pac1i1~r~1;;1 ~~~~~~ Q S!ll'IJ~lnHdl11Rd ------------------x--■■■■--■■ TC FS EG SSMH Wv BW TF Cll------o ~ ----"---E--~ tr CENTER LINE PROPERlY LINE CHAIN LINK FENCE CMU WALL TOP OF CURB FINISH SURFACE EXISTING GRADE SEWER MANHOLE I WATER VALVE I I BACK OF WALK I TOP OF FENCE I I EXISTING STREET LIGHT I EXISTING TRAFFIC SIGNAL I I EXISTING SIGN I GUY WIRE POWER POLE FIRE HYDRANT PALM TREE ,,,.. / / / / / / / / I I I I LIGHT POLE (PIQ) ---.... , ' ' ' / / / ' ' ' \ \ \ \ \ I \ PARCEL MAP NO 8B-163 \ RECORDED DATE JULY 17, 1990 \ BOOK 253 PAGE 34-35 I I I I I I ,.....--, I ,,,,. \ {/ \ / \ I \ I / / I ' ' ' ' \ CORONA DEL MAR EXISTING CONCRETE EXISTING GRASS/TURF ,,_ -~✓/ ----------\ \ I I I I 0 @ MONUMENT FD. THE CENTERLINE OF MAC ARTHUR BOULEVARD BEARING N 25'25'00" 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 NAVD88. CALIFORNLI\ ZONE 6. SITE IS LOCATED IN FLOOD ZONE i<" AS PER F.I.R.M. MAP NO. 06059C0401J EFFECTIVE DATE 12/03/2009 LATITUDE: 33'36'42.63" N (33.611 B42') LONGITUDE: 117'52'11.50" W (-117.869861') 1. TRACT NO. 10625 RECORDED DATE DECEMBER 24, 1980 BOOK 481 PAGE 6-9 2. PARCEL MAP NO. 90-361 RECORDED DATE APRIL 17, 1992 BOOK 270 PAGE 15-18 ·~~~.7~ ~u:.~~11~5' -5" A.G.L) ~ ~~r.f 1~ ~.~.~ULMl~~~O" A.G.LJ ~~g~.6'![. ~~~.L (32 -5 A.G.L) ·~~r~i1•0~.M.S.L (32' -oo• A,G,L) ·~~~~~l,O~.M.S.L (31'-2" A.G.L) ~ LIGHT POLE BASE -225,30' A.M.S.L {O' -00" A,G,LJ " ' 3. PARCEL MAP NO. 88-163 RECORDED DATE JULY 17, 1990 BOOK 253 PAGE 34-35 ------,-..... \ ~/ ,._ (✓-r;, \ I \ I ' / .... ,,,.. -.,...,......,0-20' Q' 20· 1-\+w~-GRAPHIC SCALE: 1 "=20' NOTES: 40' I 1. THIS IS NOT A BOUNDARY SURVEY, THIS IS A SPECIALIZED TOPOGRAPHIC MAP. THE PROPERlY LINES AND EASEMENTS SHOWN HEREON ARE FROM RECORD INFORMATION AS NOTED HEREON, AJK ENGINEERING AND SURVEY TIRANSLATED 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, 3, FIELD SURVEY COMPLETED ON OCTOBER 27, 2019 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, PARCEL MAP NO. 90-361 RECORDED DATE APRIL 17, 1992 BOOK 270 PAGE 15-18 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. I I ..... _____ .,,,,. TRAFFIC SIGNAL JUNCTION BOX I I I I I / I / I I TRAFFlC SIGNAL HANDHOLE I R=Boo.oo· L=J5J,95• ll=25"20'5B" TRACT NO. 10625 RECORDED DATE DECEMBER 24, 1980 BOOK 481 PAGE 6-9 c!y STREET LIGHT CATCH BASIN I I \ HANDHOLE ~ .. MANHOLE_/ '¼(; \ ' ' ', / -----, /------.________ METER CABINET RECORDED DATE DECEMBER 24 198§ \ ""'" "'" •:~• ,._ \ ; "'Cf ~J"" TRACT NO. 10625 :f;j CABINET ,_-hi ~ ciTIRANS TIRAFFIC SIGNAL ', "' ::>JUNCTION BOX HANDHOLE --.. ____ >LEDISON JUNCTION 80 FINAL SURVEY LO -N 0~ :"i m OJ <( er u :::) -:r:: er f-<( ~2 u _J <( w 20 n <i: LO Z "°O N Cl:' No u SHEET TITLE: TOPOGRAPHIC SURVEY © ENGINEER:BECHTEL INFRASTRUCTUREAND POWER CORPORATIONAPPLICANT:REVISIONS:Mobilityat&t1452 EDINGER AVENUE, 3rd FLOORTUSTIN, CA 92780LICENSER:PROJECT INFORMATION:SHEET TITLE:SHEET NUMBER:A 06/05/20 ISSUED FOR REVIEW SRRSRRKVNWPTB NODE 009B22453 MAC ARTHUR BLVD,CORONA DEL MAR, CA 92625BECHTEL DRAWING NUMBER0 07/09/20ISSUED FOR PERMIT /CONSTRUCTIONSRR1SITE PLANDIG ALERTDIG ALERTCITY OF NEWPORT BEACH NOTESPA2021-015c-.c C -G - E G ~ :E g i "D ID ~ .E £ 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. 10. 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 NOTE; 1. 11-IE PROPERTY LINE SHOWN HAS BEEN CREATED Wlll-lOUT 11-IE BENEFIT OF A SURVEY AND IS FOR REFERENCE ONLY. AUL PROPERTY LINES, EASEMENTS AND SETBACKS SHAUL BE VERIFIED PRIOR TO START OF CONSTRUCTION. BECHTEL DOES NOT GUARANTIEE 11-IE ACCURACY OF SAID PROPERTY LINES, EASEMENTS, ROADS AND SElBACKS. 11-IIS SITE PLAN IS NOT A SURVEY AND IS PROVIDED FOR INFORMATION ONLY 1. AN APPROVED ENCROACHMENT PERMIT ID REQUIRED FOR ALLWORK ACTIVmES WrTHIN THE PUBLIC RIGHT-OF-WAY. 2. CONTRACTOR SHALL PROVIDE LANE CLOSURE PLANS PER WATCH HANDBOOK AND STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARDS. 3. 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. 4. WHEN REMOVED OR DAMAGED BY CONSTRUCTION, ALL CURB, GUTTER ; t ~~~AJ~~~tL~o~~~L N~E iW't'J~~Nt A~~T1~Mi~~T1~:T1H~~~~LL if. ~ BE PERMITTED. ALL CONSTRUCTION DETAILS FOR REPLACEMENT -c G 5~~~~t SHALL BE PER CITY OF NEWPORT BEACH STANDARD -!i ,E 5. THE CONTRACTOR SHALL REPAIR, REPLACE OR RE-ROUTE ALL ~ g' LANDSCAPE, IRRIGATION LINES AND FIXTURES AN KIND INCLUDING LINE .2 'ii SIZE, HEAD TYPE, SPACING AND CONTROL WHERE DAMAGED BY g 5 CONSTRUCTION TO THE SATISFACTION OF THE CITY OF NEWPORT ~ ~ BEACH. ~ := . 6. THE CONTRACTOR SHALL REPLACE ALL EXISTING GROUNDCOVER, E { ] INCLUDING SAND AND ALL OTHER LANDSCAPING INCLUDING TURF, ] ~: ~~:i1~~ t~~,~RD~!~~DINBYK1~~1Ng~~~tJ:~~ ~6E~~s AND ~ .Q ~ SATISFACTION OF THE CITY OF NEWPORT BEACH. ID -~ :E 7. g~J~Ttt.MAGED STREET SIGNS SHALL BE REPLACED BY THE ~~~----------------------~ N a.= i~ :§~ ~-' .gf Cl..C 0 -~,. ~~ u 1-G <( ID, UNDERGROUND SEIMCE AlIRT DF SOUTHERN CAUFORN~ DIAL TOLL FREE 1-800-277-2600 AT LEAST TWO DAYS BEFORE YOU DIG 6 (N) AT&T PROJECT LOCATION SEE ENLARGED SITE PLAN -----~ @ (E) HAND HOLE ---------~ ~ A.P.N: I 2-014-24 (E) PALM TREE (TYP.) ---(E) TRAFFIC SIGNAL JUNCTION BOX-----~ (E) STORM DRAIN CATCH (E) IRRIGATION AND TREE BASIN,&._ WITH HAND H LIGHTING SERVICE <} ~ (E) 2" CONDUIT\ (Ji) SIGN /130ARD (TYP.) '-----,, ,. (E) STREET LIGHT '-----,, HAND HOLE '-----,0~ "'-----(E) Fl ~Z% "-----------~ HYDRA '1&1-fr.........;. ..._l.Jfie O,c-It, ~ ~>-(E) ~ WATER LINE 11< (E TER M (E) TRAFFIC SIGNAL JUNC (TOTAL .........._ S,41\; ..................... lvticut"l _£ D ~ w (E) STREET LIGHT & / TRAFFIC CONDUITS ; --scr: 7 SD ~ 24" SD LINE / -----------I I ;x~:____ / I w ------I-w / (E) TRAFFIC SIGN ~? ~.SD~ r-----I // E) STREET / ~ /-LIGHT CONDUIT , ----ELECTR LINE--~ (E) TRAFFIC SIGNAL JUNCTION BOX (E) FD SPK/WASH (E) FIBER JUNCTION BOX (E) CALTRANS JUNCTION BOX I ----f I I E I---____----E I ~ A.P.N: I 2-014-27 LEGEND: --F----F/E----E ----so----TR----ST--5 0 1~ C(,Q FIBER OPTIC CABLE FIBER / ELECTRICAL LINE ELECTRICAL LINE STORM DRAIN LINE TRAFFIC SIGNAL LINE STREET LIGHT LINE I (E) C&G (E) C&G --w--WATER LINE C&G CURB & GUTTER -----CENTER LINE DWY DRIVEWAY C/L CENTER LINE @ MANHOLE 4 I POST (TYP.) ~ I / ~' --Ii 3 ksaA.P.N: I -632-03 I I (E) I I I I ~ k-5 A.P.N: I 8-631-09 I ,---+-+--(E) CATCH BASIN (TYP.) !Hf.<ii't:----J'--1---WATER LINE STORM DRAIN LATERALS ) ADA RAMP (TYP.) PROPER1Y LINE RIGHT OF WAY ~----, w _,_'_ 24" SD LINE SAN MIGUEL DR f-----E---E-RIGHT OF WAY PROPERTY LINE FULL SCALE 1"=20'-Q" 20 10 0 20 1-1 HALF SCALE 1"=40'-0" 2 40 FT 16808 ARMSTRONG AVENUE, SUITE 225, IRVINE, CA 92606 (DRAWN BY: CHECKED BY: REV DATE DESCRIPTION EXPIRATlOH DATE: 09/30/2020 [ 26134-617-CO-DOD0-01234-000 BY SITE PLAN & CITY OF NEWPORT BEACH NOTES A-1 D ] C B -] A © ENGINEER:BECHTEL INFRASTRUCTUREAND POWER CORPORATIONAPPLICANT:REVISIONS:Mobilityat&t1452 EDINGER AVENUE, 3rd FLOORTUSTIN, CA 92780LICENSER:PROJECT INFORMATION:SHEET TITLE:SHEET NUMBER:A 06/05/20 ISSUED FOR REVIEW SRRSRRKVNWPTB NODE 009B22453 MAC ARTHUR BLVD,CORONA DEL MAR, CA 92625BECHTEL DRAWING NUMBER0 07/09/20ISSUED FOR PERMIT /CONSTRUCTIONSRR1ENLARGED SITE PLANDIG ALERTPA2021-015LEGEND: --F--FIBER OPTIC CABLE --F/E--FIBER / ELECTRICAL LINE --E --ELECTRICAL LINE --SD--STORM DRAIN LINE --TR--TRAFFIC SIGNAL LINE --ST--STREET LIGHT LINE --w--WATER LINE C&G CURB & GUTTER -----CENTER LINE DWY DRIVEWAY C/L CENTER LINE @ MANHOLE ~ UNDERGROUND SEIMCE AlIRT DF SOUTHERN CAUFORN~ DIAL TOLL FREE 1-800-277-2600 AT LEAST lWO DAYS BEFORE YOU DIG 6 (N) 1 •, CONDUIT FOR POWER WITHIN (N) POWER TRENCH ROUTED TO (N) POLE LOCATION (:1:6' -Oj --~ @ (N) 17"X3o• AT&T POWER PULL BOX (WTR/FSB) INSTALLED BY AT&T MOBILITY --~ ~ ~ (1) (N) 1-1/2•, CONDUIT FOR POWER PULL BOX (WTR/FSB) & 1 •, CONDUIT FOR STREETLIGHT POWER WITHIN (N) POWER TRENCH ROUTED I I I TO (N) POLE LOCATION (:1:12'-0j--+---#---@ ;' / (N) 17"X3o• SCE PULL BOX / (TO BE INSTALLED BY AT&T)~~-~--~~ (liflii} ;' // (E) STREET LIGHT & TRAFFIC CONDUITS -----1~~ I t; I t; I t; " I t; ( ~/ I ,, t; I I ,, ;:jl~ t; ' I 'iii I <,, < ~~ t; ..., I I $" t; g; I tt./J I Ci,, t; 1;1~ I I I t; I g,, 2 t; CJ/ A-3 I I ( " I t; I I I ,, I 5 I I I ( 4 film:. 1. PULL BOXES TO BE CONSTRUCTED PER STD-204-L 2. THE PROPOSED HAND HOLES ARE PROVIDED BEL.OW GRADE & FLUSHED WITH TOP SURFACE. 3. LANDSCAPING TO BE REPLACED IN KIND. 4. ALL GROUND BOX'S, PULL BOX'S 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 MODIACATIONS OR DAMAGE TO ·crr'Y" PROPERTY. 6. ANY REPAIR WORK SHALL MATCH (E) SLOPE PER STD-180-L DETAIL ~---(E) HAND HOLE ~---REMOVE (E) STREET LIGHT POLE AND INSTALL (N) STREET LIGHT POLE ON (N) POLE FOUNDATION AT SAME LOCATION PER MANUFACTURER'S SPECIACATIONS (TO BE INSTALLED BY AT&T MOBILllY) AT 22453 MAC ARTHUR BLVD, ~ ----(N) OMNI ANTENNA TO BE INSTALLED ON TOP OF CONCEALMENT SHROUD ON TOP OF THE (N) STREET LIGHT POLE @ ~-----(1) (N) RRUS-22O5, (2) (N) RRUS-4402 825/866 & (1) (N) SPD UNIT STACK MOUNTED WITHIN (N) INTEGRATED POLE CONCEALMENT. (N) 2•, CONDUIT WITHIN (N) ABER TRENCH FROM AT&T ABER HH TO STREET LIGHT FOUNDATION (:1:18'-0j ~ ~ '----------------(N) 17"X30• ABER PULL BOX TO BE INSTALLED BY AT&T WIRELINE @ 3 2 2' FULL SCALE 0 HALF SCALE 2 3/8"=1'-Q" 4 6 FT i----1 3/16"=1'-o" 16808 ARMSTRONG AVENUE, SUITE 225, IRVINE, CA 92606 (DRAWN BY: CHECKED BY: REV DATE DESCRIPTION EXPIRATlOH DATE: 09/30/2020 [ 26134-617-C0-0000-01234-000 ENLARGED SITE PLAN A-2 D L--] C BY B ] A NOTICE© ENGINEER:BECHTEL INFRASTRUCTUREAND POWER CORPORATIONAPPLICANT:REVISIONS:Mobilityat&t1452 EDINGER AVENUE, 3rd FLOORTUSTIN, CA 92780LICENSER:PROJECT INFORMATION:SHEET TITLE:SHEET NUMBER:A 06/05/20 ISSUED FOR REVIEW SRRSRRKVNWPTB NODE 009B22453 MAC ARTHUR BLVD,CORONA DEL MAR, CA 92625BECHTEL DRAWING NUMBER0 07/09/20ISSUED FOR PERMIT /CONSTRUCTIONSRR1PROPOSED SOUTHEAST ELEVATION2PROPOSED SOUTHWEST ELEVATIONPA2021-015c-.c C -G - E G ~ :E g i "D III ~ 2£ 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 AND ITS FOUNDATION 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. $ TOP OF ~N) _AT&T ANlENNA ELEV. 35 -0 (A.G.L) A_R~~~ .... OE____{t,IUT~T ANTENN~ ___ _/ ~ELEV. 33-11 {A.G.lJ / A_B_Q~ ~) AT&T A.!°'.!lENNA ____ ~ ~ELEV. 32-11 (A.G.L) ..--. BOTTOM OF CABLE CONCEALMENT ___ _ V-ELEV. 32' -o• (A.G.L) a·-o· 5' R69• WMINAIRE TO MATCH THE EXISTING--~ TOP OF JETTISON SHROUD ELEV. 28°-1• (A.G.L) ~--(1) (N) RRUS-2205, (2) (N) RRUS-4402 825/866 & (1) (N) SPD UNIT STACK MOUNTED WITHIN (N) INTEGRATED POLE CONCEALMENT. BOTTOM OF JETTISON SHROUD ELEV. 26'-4• (A.G.L) (N) STREET LIGHT POLE DESIGN REQUIREMENTS: 1. INSIDE RISER FOR POWER, FIBER +GROUNDING--------------1-i REMOVE (E) STREET LIGHT POLE AND INSTALL (N) STREET LIGHT POLE f 7291 ON (N) POLE FOUNDATION AT SAME LOCATION PER MANUFACTURER'S SPECIFICATIONS (TO BE INSTALLED BY AT&T MOBILllY) (SEE NOlE 4)-------, 9'-6" ADA COMPLIANT (E) ROW------+--~ ~ PUE~ 6 BOTTOM OF N RF NOTICE SIGNAGE ELEV. 28'-119 (A.G.L) ~--(N) JETTISON SHROUD 1'-0"¢ 1'-10" TOP OF BANNER ATTACHMENT ELEV. 22' -o• (A.G.L) FUTURE BANNER & BRACKET LOCATION (BY OTHERS) BOTTOM OF BANNER ATTACHMENT ELEV. 14'-o• (A.G.L) (E) CURB & GUTTER TOP OF (E) CURB ELEV. o·-o· n-----(N) FOUNDATION TO BE INSTALLED BY AT&T MOBILITY (REFER SHEET UD-2) FULL SCALE 3/8"=1'-0" 2' 0 2 4 6 FT HALF SCALE 3/16"=1'-o" 5 4 A_R~D CENlER OF____{&_AT~T ANTENN~ ___ _/ ~ELEV. 33°-11-.-{A.G.lJ A_BOTTOM OF ~) AT&T ANlENNA ~ELEV. 32'-11 (A.G.L) --------..--. BOTTOM OF CABLE CONCEALMENT ___ _ V-ELEV. 32' -o• (A.G.L) TOP OF JETTISON SHROUD ELEV. 28'-T (A.G.L) BOTTOM OF JETTISON SHROUD ELEV. 26'-4• (A.G.L) (N) STREET LIGHT POLE DESIGN REQUIREMENTS: 1. INSIDE RISER FOR POWER, FIBER +GROUNDING--------------i,-i REMOVE (E) STREET LIGHT POLE AND INSTALL (N) STREET LIGHT POLE f 7291 ON (N) POLE FOUNDATION AT SAME LOCATION PER MANUFACTURER'S SPECIFICATIONS (TO BE INSTALLED BY AT&T MOBILllY) (SEE NOTE 4)-------, (N) 1 •• CONDUIT FOR POWER WITHIN {N) POWER TRENCH ROUTED TO (N) POLE LOCATION------~ (N) AT&T POWER PULL BOX (WTR/FSB) (N) AT&T FIBER PULL BOX GROUND ROD STAINLESS STEE f6 SOLID COPPER INSULATED WITH EXOTHERMIC CONNECTION (N) 1-1/2•• CONDUIT FOR POWER PULL BOX (WTR/FSB) & 1 •11 CONDUIT FOR STREETLIGHT POWER WITHIN (N) POWER TRENCH ROUlED TO (N) POLE LOCATION---------~ (N) 2•11 CONDUIT WITHIN (N) FIBER/POWER TRENCH ROUTED TO (N) POLE LOCATION 3 ---------LUMINAIRE TO MATCH THE EXISTING (1) (N) RRUS-2205, (2) (N) RRUS-4402 825/866 & (1) (N) SPD UNIT STACK MOUNTED WITHIN (N) INTEGRATED POLE CONCEALMENT. (N) JETTISON SHROUD TOP OF BANNER ATTACHMENT ELEV. 22•-o• (A.G.L) FUTURE BANNER & BRACKET LOCATION (BY OTHERS) BOTTOM 00F .BANNER ATTACHMENT$ ELEV. 14 -0 (A.G.L) (E) HAND HOLE " ' / ) FOUNDATION TO BE STALLED BY AT&T MOBILITY REFER SHEET UD-2) 2' FULL SCALE 0 2 3/8"=1'-0" 4 6 FT i----1 HALF SCALE 3/16"=1'-o" 2 16808 ARMSTRONG AVENUE, SUITE 225, IRVINE, CA 92606 (DRAWN BY: CHECKED BY: REV DATE DESCRIPTION EXPIRATlOH DATE: 09/30/2020 D ] C BY B -[ 26134-617-C0-0000-01234-000 ] I ____ E_LE_v_A 11_o_N_s ___ l, A-3 © ENGINEER:BECHTEL INFRASTRUCTUREAND POWER CORPORATIONAPPLICANT:REVISIONS:Mobilityat&t1452 EDINGER AVENUE, 3rd FLOORTUSTIN, CA 92780LICENSER:PROJECT INFORMATION:SHEET TITLE:SHEET NUMBER:A 06/05/20 ISSUED FOR REVIEW SRRSRRKVNWPTB NODE 009B22453 MAC ARTHUR BLVD,CORONA DEL MAR, CA 92625BECHTEL DRAWING NUMBER0 07/09/20ISSUED FOR PERMIT /CONSTRUCTIONSRREXISTING NORTHEAST ELEVATION1EXISTING SITE IMAGE2PA2021-015c-.c C -G - E G ~ :E g i "C ID ~ 2£ / 6 ,-\ 5 (E) LUMINAIRE AND ARM 8'-0" 1'-10" (E) CURB & GUTTER----4 3 TOP OF (E) STREET LIGHT ELEV. 35'-5" (A.G.L) TOP OF (E) STREET LIGHT POLE ELEV. 32'-5" (A.G.L) '------(E) STREET LIGHT POLE 9'-2" ADA COMPLIANT .___ _ __j__ (E) ROW FULL SCALE 3/8"=1'-0" 2' 0 2 4 6 FT 1-1 i----1 HALF SCALE 3/16"=1'-o" 2 16808 ARMSTRONG AVENUE, SUITE 225, IRVINE, CA 92606 (DRAWN BY: CHECKED BY: REV DATE DESCRIPTION EXPIRATIOH DAlE: 09/30/2020 [ 26134-617-C0-0000-01234-000 D ,__ ] C BY B -] SITE IMAGE & ELEVATION A A-4 © ENGINEER:BECHTEL INFRASTRUCTUREAND POWER CORPORATIONAPPLICANT:REVISIONS:Mobilityat&t1452 EDINGER AVENUE, 3rd FLOORTUSTIN, CA 92780LICENSER:PROJECT INFORMATION:SHEET TITLE:SHEET NUMBER:A 06/05/20 ISSUED FOR REVIEW SRRSRRKVNWPTB NODE 009B22453 MAC ARTHUR BLVD,CORONA DEL MAR, CA 92625BECHTEL DRAWING NUMBER0 07/09/20ISSUED FOR PERMIT /CONSTRUCTIONSRR125NOTICERF NOTICE SIGNAGE37649810POLE DETAIL2389.382188.592198.6126510.431706.681295.061425.58SURGE PROTECTION DEVICE BOTTOMELECTRICALFRONT××××MECHANICALRAYCAP - RSCAC-1333-PS-240SHROUD DETAILSPLAN VIEWARM CONNECTION(ISOMETRIC VIEW)MECHANICAL SPECIFICATIONSFRONTBOTTOMPART NO. QOYZ9X360F14T6GAMMANU - QOYZ9X360F14T(x) PSEUDO OMNICANISTER ANTENNAANTENNA SPECIFICATIONSPART NO. QOYZ9X360F14T0RRU SPECIFICATIONSFRONTSIDETOPBACKERICSSON ISOERICSSON - REMOTE RADIO UNITS 4402/2205” ” – ” ” – NOTICEPlace three NOTICE sticker at the bottom of thefront of the radome of each antenna.OMNI ANTENNA DISCLAIMER LABELWINDBREAKER BRACKET SYSTEMPA2021-015c-.c C -G - E G ~ :E g i "D III ~ 2£ \ / NEW OMNI ANTENNA MOUNTED ON TOP OF 0LMENT SHROUD. 90' 6 NEW FOUNDATION PER MANUFACTURER SPECIFICATIONS (TO BE INSTALLED BY AT&T) (1) NEW OMNI ANTENNA ATOP OF NEW CONCEALMENT EXISTING CURB CABLE CONCEALMENT LUMINAIRE TO MATCH EXISTING FIXTURES (N) ARt.4 CONNECTION EB (N) 6"X6" RF SIGNAGE EB (REFER SHEET A-3 DETAIL # 2 6 FOR HEIGHT OF ATTACHMENT) -(1) (N) RRUS-2205, (2) (N) RRUS-4402 825/866 & (1) (N) SPD UNIT STACK MOUNTED WITHIN (N) INTEGRATED POLE CONCEALMENT. (N) FUTURE BANNER & ® LOCATION BY OTHERS ~EL POLE ~ (1) 1" CONDUIT FOR 180' AT&T POWER EQUIPMENT o· POLE TOP PEfAIL GRADE LEVEL NOTES: 270' (1) 3" CONDUIT FOR AT&T COAX (1) 1" POWER CONDUIT FOR LUMINAIRE 1. POLE BY CONCEALFAB OR APPROVED EQUAL. 2. NEW WIRING AIND CONDUIT PER UTILITY REQUIREMENTS WIES;, 1. AFFIX REQUIRED SIGNAGE AT TOP OF POLE 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 ULTRAVIOLET (UV) RESISTANT MATERIAILS. 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 EQUIPt.lENT CATALOG NUMBER FOR POLE TOP INSTALLATIONS (WHEN INSTAILLING ON SCE POLES). 3. SIGN "A" IS TO BE MADE ON 32 MIL ALUMINUM SHEETING. ;., 6" {METAL W/ BAKED ENAIMEL FINISH _,___ ________ -+----,/ '/ AT&T operates antennas at this structure. Above This Point you are entering an area where radio frequency (RF) fields may exceed the FCC Occupational Exposure Limits. Follow safety 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. Caution Sign f5 This is AT&T site USID: 230815 MOUNTING HOLES, TYP. (AS REQ'D) 4. RF RADIATION SAFETY SIGNS SHALL BE POSTED ONLY WHEN REQUIRED BY RF ENGINEERING OR LOCAL JURISDICTIONAIL REQUIREMENTS. RF ENGINEERING SHALL INDICATE THE TYPE AND LOCATION OF RF RADIATION SAFETY SIGNS THAT SHALL BE POSTED WHEN REQUIRED AT A SITE. 'AT&T' SHIALL BE NOTIFIED IF A SIGN IS REQUIRED TO BE INSTALLED AT A SITE. 5, RF RADIATION NOTICE SAFETY SIGN SYMBOLS AND COLORING MUST CONFIRM TO THE ANSI STANDARD 2535.3 FOR RADIO FREQUENCY ENERGY AND CURRENT FLOW SYMBOLS. 5 NOTICE RF energy emitted by this device may exceed the FCC's general public exposure limits. Stay at least 1 foot away from the device. Cal/ 800-638-2822 for help if you need access within 1 foot AVAILABLE FROM EXCEL SIGN AND DECAL: http://www.weneedsigns.com/home.php?col+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 GAMMANU OMNI ANTENNA-------, EB SURGE PROTECTION DEVISE (SPD) 1) NEW RRU 2205 & (2) NEW RRUS 4402 (STACKABLE) EB EB L--..----NEW STEEL INTEGRATED LIGHT POLE 4 CONNECTION {POWER): MAIN BREAKER #12 -#20 AWG {3.31 -67.4MM2) BRANCH BREAKER #14 -#8 AWG (2.5 -6MM2) GROUND AND NEUTRAL BUSBARS 614 -#2 AWG (2.08 -33.6MM2) EN"1RONMENTAL INGRESS PROTECTION (IP) RATING: NEMA 4X OPERATION TEMPERATURE: ('C) -40' C TO +so· C STORAGE TEMPERATURE: ("C) -70' C TO +80' C ENCLOSURE TYPE (OUlDOOR) POLYCARBONATE: UL 94V-O RA TED ENCLOSURE DIMENSION: (L W H) 10.43. X 9.38" X 6.68" [217 128 256 MM] ENCLOSURE: HINGED WITH 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: ACCOMODA TES 5 TANDEM SURGE PROTECTION DE"1CE (SPD) TYPE TO UL: STRIKESORB 30-A-2CHV SURGE PROTECTION DE"1CE (SPD) TYPE PER UL 1449 4TH ED: RECOGNIZED UL SPD SURGE PROTECTION DEVICE (SPD) CLASS TO IEC 61643-11: CLASS 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 LINE VOLTAGE PROTECTION LEVEL [UP] PER IEC 61643-11: 700 SUPPRESSION TECHNOLOGY: MDV PROTECllON MODES: L1 TO NEUTRAL, L2 TO NEUTRAL STRIKESORB MODULES ARE COMPLIANT TO THE FOLLOWING SURGE PROTECTIVE DEVICE (SP□) 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 CERTIFICATION UL, VOE, CE PANEL BOARD CERTIFICATION: UL 67 (SUITABLE FOR USE AS SER"1CE EQUIPMENT) 11" (lYP.) [ l STREETLIGHT POLE BANNER STEEL BANDING KIT W/ BANNER ARM TYP.TOP & BOTTOM TO COMPLY WITH CITY BANNER POLICY L-16, WIND LOAD 90MPH (FUTURE BY OTHERS) ARM PIPE: 2.875" O.D.X 0.203" T -A500, GR. B ~---+---l'•""~---(6) 1/2" DIA. BOLTS IN 5/8" DOA HOLES 2 3/4" 3 DIMENSIONS (HEIGHTxDIAMETER): WEIGHT EXCL MOUNTING BRACKETS: NO. OF CONNECTORS CONNECTOR TYPE & FREQUENCY BAND [MHz]: 4 X 4.3-10 DIN FEMALE (1850-1990) MHz 4 X 4.3-10 DIN FEMALE (3550-3700) MHz MAX WIND SPEED: DIMENSIONS (H X W X 0) W/ COVER SINGL.£ RAOIO 4402 4.7 l<GS {~10.3 LBS) 23.6 x 9.4 INCHES (599.44 x 238. 76 mm) 17.6 lbs (7.98 kg) 14 X 4.3-10 DIN FEMALE 14 X 4.3-10 DIN FEMALE 1850-1990\ 1695-2400 \3550-3700\5150-5925 4 X 4.3-10 DIN FEMALE (1695-2400) MHz 2 X 4.3-1 0 DIN FEMALE (5150-5950) MHz 150 mph 2203/2205 213.5 mm x 200 mm x 105 mm 4.51<g•(~101bll) CAN USE EXISTING OUAL. SUP UNm y (WITHOUT •AIR GUIDE CHNIGE IN LOWER POSmON) Y (WITH •AIR GUIDE CI-WIIGE IN UPPER POSmON) y CAN USE EXISTING SINGL.£ SUP UNm N (NEEDS MEW /7 OR /9 SINGLE SUP) POWER CONSUMPTION 146 W (PRELIMINARY) f OF TX/RX IWIIOS SUPPORTED fOFLTECARRIERSPER RADIO/ EIW«:H NEX10(f) 1' NEX10(M) ON ONE END AND U-10(F) OM OTHER END TO CONNECT TO MAIN F'EEDER UP THE POLE NO " JUMPER REQUIRED DUE TO SMALL SIZE OF NEX10 CONNECTOR NEEDED TO MAl<E ROOM FOR 4 CONNECTORS SAME AS 2203 / 2205 THERMAl.l.Y VERIFIED 4 Tx / 4 Rx 825 (PCS); eee>. (AWS) 70 MHz 2 (Uplo CPRl-8) Y (CAN ALSO FTT IN NEW /7 /8 SINGL.£ SUP) 87. 4.3-10(1) "AND 1' JUMPERS (FOR UPPER RADIO) ON DUAL SUP 2 Tx / 2 Rx 825 (PCS): Bee>.. (AWS): 814 (FlrwtNel); 85 (850) 2 (Upto CPRl-7) □787" w7-87" ct _ r r [ITn 7.B7" l t~ @ ~uus 2 16808 ARMSTRONG AVENUE, SUITE 225, IRVINE, CA 92606 (DRAWN BY: CHECKED BY: REV DATE DESCRIPTION EXPIRATlOH DATE: 09/30/2020 [ 26134-617-C0-0000-01234-000 EQUIPMENT DETAILS A-5 D ] C BY B -] A © ENGINEER:BECHTEL INFRASTRUCTUREAND POWER CORPORATIONAPPLICANT:REVISIONS:Mobilityat&t1452 EDINGER AVENUE, 3rd FLOORTUSTIN, CA 92780LICENSER:PROJECT INFORMATION:SHEET TITLE:SHEET NUMBER:A 06/05/20 ISSUED FOR REVIEW SRRSRRKVNWPTB NODE 009B22453 MAC ARTHUR BLVD,CORONA DEL MAR, CA 92625BECHTEL DRAWING NUMBER0 07/09/20ISSUED FOR PERMIT /CONSTRUCTIONSRR2134675TRENCH RESURFACINGROADWAY TRENCHPARKWAY TRENCH17" x 30" PULL BOX ASSEMBLYMECHANICAL SPECIFICATIONSPOLYMER CONCRETE PULL BOX SPECIFICATIONSBY: ARMORCAST PRODUCTSCOMPANYEQUIPMENT DETAILS ON (N) POLENOT USEDPLUMBING DIAGRAMPA2021-015TYPES OF PAVEMENT REPLACEMENT 1. IT?ENa-! RESURFACING IN PORn.AND CEMENT CONCRETE PA 1/EMENT SHALL BE ~I r:0:-ROTHrt;fC/.i7~~llft'& lf~71J;;~g~:;j;fo ;&l"15 b'ifJ-{0fifFi;1K. W/11-1 EPOXY GOA TING. 2. IT?ENa-! RESURFACING IN ASPHALT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICA710NS SEC710N 306-1.5, EXCEPT THAT: A. ASPHALT CONCRETE SHALL BE PLACED IN LIFTS NOT TO EXCEED 4• 11-/ICK. B. APPLY TACK COAT AND FEATHER NEW PAVEMENT AS NECESSARY TO SEAL 11-IE CONTACT JOINT AND ELIM/NA TE PAVEMENT DEPRESSIONS W/11-1/N ONE FOOT OF 11-IE CONTACT JOINT. * C. COLD PL,\NE EXISTING A.G. PAVEMENT (2" MINIMUM DEP11-I). EXACT MOTH TO BE DETERMINED BY THE FIEW ENGINEER. ** NO PIECES LESS 11-/AN 5' WIDE BETWEEN PATCH AND NEAREST JOINT OR CURB AND GUTTER. EXIST. ** A.C. PVT. ASPHALT TRENCH RESTORATION CONCRETE TRENCH RESTORATION NOTE: SIT?EETS/AUEYS RECEN1L'f (LAST 5 YEARS) SLURRIED/RESURFACED/BUILT SHALL REQUIRE EXTENSIVE PA VE!.IEIIT RESTORA TIO/I TO BE DETER!.IINED BY THE FIELD ENGINEER. REll/SED 6/2002 CITY OF NEWPORT BEACH STD-105-L-B 6 MANUFACTURER WEIGHT ATTM:HED WEIGHT ATTM:HED 10 ATTACHMENT ITEM NO. OF ATTACHMENTS SIZE (L "XW"XDj ~Hr (LBS) lilJtNE. 10P OF POLE SPECIFICATIONS fLR!::'\ SIDES OF POLE (LBS) ANTENNA GAMMANU 1 23.6" X 9.4" 17.6 17.6 N/A RRU-2205 ERICSSON 1 7.9" X 7.9" X 4.0" 11 11 N/A RRU-4402 ERICSSON 2 7.9" X 7.9" X 4.0" 11 22 N/A MOUNTING BRACKET CONCEALFAB (INCLUDED BELOW) RRU SHROUD N/A (INCLUDED ABOVE) N/A DIPLEXER N/A OTHER: SURGE RAYCAP 1 10.43" X 9.38" X 6.68" 8 8 N/A PROTECTION DEVICE TOTAL NOIB NEW CONDUITS AND UNDERGROUND FACILITIES IN TIIE ROi,DWA Y SHALL BE INSTALLED ADJACENT OR CLOSEST AS POSSIBLE TO TIIE EX/57/NG EDl,E Of GUTTER OR CURB. IF TIIE PROPOSED CONDUIT TRENC/-1 IS IN A TRAmc LANE ADJACENT TO TIIE EXISTING [DI,[ Of GUTTER OF CURB, COLO PLANING AND PA Vf/.JENT RESURFACING IIILL BE REQUIRED FROM Tl/[ NEAREST LANE LINE OF Tl/[ PROPOSED TRENCH TO THE EXISTING [01,E OF GUTTER OR CURB. IF Tl/£ TRENCH WORK IS IN A TRAmc LANE 8£TW[£N TRAmc LANES, TIIE CONTRACTOR IIILL BE R[QJJl/l[D TO COLO PLANE AND RESURFACE Tl/£ EN11RE 1/?AFFIC LAN£ Tl/£ 1/?ENCH OPEii/NG SHALL BE A /.JINI/.JU/.J OF 2' FROM THE EN11RE TRAmC LANE. IN ADDITION, IF TIIE TRENCH WORK EXTENDS INTO ANY POR11DN OF AN ADJACENT 1/?AFFIC LANE DR IS DAMAGED AS A RESULT OF THE CON7RACTOR'S m:JRK OR IS LESS THAN 5' FROII AN EXISTING UTILITY TRENCH, THE CON7RACTOR li!LL BE REQUIRED TO COLO PLANE AND RESURFACE THE ENTIRE TRAmc LANE. COLD PLANE EXISTING PAVE/.JOIT (2• /.JIN. DEPTH) AND RESURFACE JOIN FLUSH IIIT/1 EX. STREET PAVEMENT FOR ENTIRE LANE AND RESTRIPE 1WAftMA./!/i;/!t/ii1!~gg/{s ~1/J1/f,.if"E OTHER LANE DA!.IAGED AND TRAmc LOOP(S) DUR/NG CONSTRUCTION FULL LANE 1110 Tl/ (PARKING LANE OR DRIVE) 24' /.JIii li!DTH TRENCH THRU A.G. SEC/ION 2· !./IN. 5' /.JIN. EX. CITY OF 1/EWPORT BEACH UTILITIES (E./. SEWER/WATER) NOTE: STREETS/ALLEYS RECENT! Y (LAST 5 YEARS) SLURRIED/RESURFACED/BUILT SHALL REQUIRE EXTENSIVE PAVEMENT RESTORATION TO BE DETERMINED BY II-IE FIELD ENG/1/EER CITY OF NEWPORT BEACH ROADWAY UTILITY TRENCH DETAIL 5 STD-105-L-C 4 SS.8 NOTrS: 1. ANY SIDEWALK REMOVALS MUST BE RfPLACE:D IN FULL PANUS. IN ADDITION, ANY EXISTING CITY I1./PROVEMENTS/FACIUTIES DAMAGED DURING THE CONSTRUCTION SHALL BE REPLAC[[)/R[PAIRED AT 11-1[ APPLICANrs EXPENSE. 2. SIDEWALK SHALL BE RESTORED WITHIN ONE WEEK OF INSTALLATION OF FACILITIES. REPLACE SIDEWALK PER SW-780-L VARIABLE Rn1S£D o/2002 APPROVED: ~ I------P:.:UB;;::L::;IC;_W"-'O::.:;KKS=.;D:::E"-"PAR=TME=Nf'-------1 RCENO.36l00 ~R CITY OF NEWPORT BEACH PARKWAY UTILITY Date; 2 1./ar 1999 TRENCH DETAIL Dr::~G:~_r•'IACIA STD-105-L-D 3 14 PORT QUASI-OMNI ANTENNA * AC SOURCE 1850-1990MHz 1695-2400MHz 5GHz * 14-PORT QUASI-OMNI ANTENNA >>> RRH-1: 1x4402 4T4R 82 >>> RRH-2: 1x4402 4T4R 866 >>> RRH-3: 1 x2205 2T 846 Tx1 Tx2 Rx1 Rx2 >>> USE OF DOUBLE MOUNTING BRACKET ON 4G RADIOS >» CPRI CASCADING RRH-2/RRH-3 (IF AGGREGATED ANTENNA BW BELOW MAX ALLOWED FOR CPRI RATE 7 DOUBLE MOUNTING BRACKET i Tx1 Tx2 7 I I RRH-1 4402 RRH-3 2205 846 82 I I 0:: I w ID i.::: I DOUBLE I MOUNTING BRACKET 0:: I w ID i.::: J ,----r.SCAP CPR! FOR LTE LICENSED RADIO DARK FIBERS TO/FROM HUB * BiDi FRONTHAUL PREFERRED FOR NEW ~E~~?y~PEF~OR INTER-RADIO CPRI CHAIN AC CUT-OFF SWITCH • 1 OR 2 FRONTHAUL FIBER/CPRls NEEDED FOR LTE LICENSED RADIO WITH BiDi • 1 OR 2 FRONTHAUL FIBER PAIR/CPRls NEEDED FOR LTE LICENSED RADIO WITH UNI AC SOURCE 1'J'-----30.7-------,1'5" -~ 32.25" 29 DIMENSIONS (WxLxD): 17"x30"x18" 166 lbs. APPROX. WEIGHT: (BOX &: COVER) LOAD RATING: ANSI TIER: A 10K (COVER) 20K (BOX) 8 (COVER) 15/22 (BOX) 16.25" FLOATING NUT (2X) rc-:::~:z::::===~c:::;CJ:-l~N COVER LIFT 'l.... I PIN STANDARD MARKING 2• TYPE 2 16808 ARMSTRONG AVENUE, SUITE 225, IRVINE, CA 92606 (DRAWN BY: CHECKED BY: REV DATE DESCRIPTION EllPIRATION 01\1[; 09/30/2020 [ 26134-617-C0-0000-01234-000 EQUIPMENT DETAILS A-6 D -] C BY B I A © ENGINEER:BECHTEL INFRASTRUCTUREAND POWER CORPORATIONAPPLICANT:REVISIONS:Mobilityat&t1452 EDINGER AVENUE, 3rd FLOORTUSTIN, CA 92780LICENSER:PROJECT INFORMATION:SHEET TITLE:SHEET NUMBER:A 06/05/20 ISSUED FOR REVIEW SRRSRRKVNWPTB NODE 009B22453 MAC ARTHUR BLVD,CORONA DEL MAR, CA 92625BECHTEL DRAWING NUMBER0 07/09/20ISSUED FOR PERMIT /CONSTRUCTIONSRR12PA2021-015c-.c C -G - E G ~ -u .c 0 i "D III ~ 2£ CURB FACE B' llR HATCH EXIST. If.. VARIES 2' J[]' l1R 3/8' EXPANSION JD/NT HATER/AL <TYP) CURB ACCESS RAHP SHALL Cl1HPL Y WITH CURR£NT AfJA RE/JUIREHENTS llE R=15' FOR LOCAL STR£ETS AND 25' FOR ARTERIAL STR£ETS UNLESS OTHERWISE SPECIFIED llE llE JD' FDR Hl1Jl1R, 10' FDR PRIHARY, AND 81 FOR SECONDARY STREETS UNLESS OTHERWISE SHOWN CONCRETE SHALL BE 560-C-325[] CURB RETURN AREA JD' TYPICAL 4' HI,.r* • I· ' I SWPE BY. HAX. 1:-~·. ·: ~ ·.": .-: ... :; · 1 4' HIN. P.C,C. ] .. LANDSCAPE PARKWAY WITH STREfT TREfS RE(}UJRED WHEN DISTANCE FRDH CURB '-------Tl1 PROPERTY LINE EXCEfDS 6 FEfT IN RESIDENTIAL AREAS. CONCRETE SIDEWALK IN CDHHERCIAL AREAS WITH 3/8' EXPANSION JOINT HATER/AL TYPICAL SECTION 8' WEAKENED PLANE JOINTS 1-114' SAWED, (}U/CK-JO/NT OR £(}UAL 81 8' 8' 8' 8' 8' PLANTING OR CONCRETE WALK WEAKENED PLANE JOINTS & EXPANSION JOINTS CITY OF NEWPORT BEACH APPROVED: PUBLIC WORKS DEPARTMENT RCE NO. 36106 SIDEWALK DETAIL Drawn: M.Cmcia Date: Sep 1994 DRAWINGNO. STREfT TREfS. 8' F:\USERSIPBW\Shared'CAD STD\ SIDDdaill\l003_8td\-STD-180-L ¾" CRUSHED ROCK BASE INSTALL (2) PER BOX 2 ¼" x 4" x B" COl,O.tON RED BRICK. 5'-0" MAX. SECTION A-A EISEL ENTERPRISES NO. J-½ F PULL BOX OR PRE-APROVED EQUAL MARKED "SlREET LIGHT HIGH VOLTAGE" 1" OR 1¼" ti PVC CONDUIT YIITH 3 WIRES AS DETAILED, BELOW 1¼" f PVC CONDUIT FUSE HOLDER AS PER CNB STD-205-L 5' t.lAX. TO . "' I 1-1 OF SlREET LIGHT TYPICAL PULL BOX REQUIRED AT EACH LIGHT STANDARD NOTES: 1. ALL CONDUIT SHALL 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 INSTALL, ALL CONDUIT ENDS SHALL BE SEALED WITH DUCT SEAL OR PRE-APPRO\IED EQUAL. 4. NO CONDUIT RUN SHALL BE GREATER THAN 180' BETWEEN PULL BOXES. 5, PULL BOXES SHALL NOT BE INSTALLED IN DRIVEWAYS, RAt.lPS OR BETWEEN THE B.C.R, &: E,C,R, CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PULL BOX DETAILS APPROVED: RCE NO. 36106 Drawn: M. Elias Date: Jan. 2004 DRAWING NO. SlREET LIGHT OR BOLLARD PUBLIC WORKS DIRECTOR 16808 ARMSTRONG AVENUE, SUITE 225, IRVINE, CA 92606 (DRAWN BY: CHECKED BY: D ] 1------------"T"---t C REV DATE DESCRIPTION BY EXPIRATlOH DATE: 09/30/2020 B [ 26134-61 7-C0-0000-01 234-000 ] CITY STANDARD DETAILS A A-7 © ENGINEER:BECHTEL INFRASTRUCTUREAND POWER CORPORATIONAPPLICANT:REVISIONS:Mobilityat&t1452 EDINGER AVENUE, 3rd FLOORTUSTIN, CA 92780LICENSER:PROJECT INFORMATION:SHEET TITLE:SHEET NUMBER:A 06/05/20 ISSUED FOR REVIEW SRRSRRKVNWPTB NODE 009B22453 MAC ARTHUR BLVD,CORONA DEL MAR, CA 92625BECHTEL DRAWING NUMBER0 07/09/20ISSUED FOR PERMIT /CONSTRUCTIONSRR5728EXOTHERMIC CONNECTIONSMECHANICAL CONNECTIONS9FSB WIRING DIAGRAMWIRING DIAGRAM -INSIDE FUSE SPLICE BOX1.GROUND BONDS2.EXTERIOR UNIT BONDS3.GROUND RODGROUNDING NOTES4SIDE VIEWPLAN VIEWSCE FUSE SPLICE BOX (FSB)3NOT USED61ERICSSONGROUNDING SCHEMATIC (PICO)ONE-LINE DIAGRAMERICSSONERICSSONNOT USEDPA2021-015CABINET 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 CllY 2. FUSE RATING TO BE APPROVED BY CITY 3. ONE SPARE SET OF FUSES, SUPPLIED BY CUSTOMER, ARE TO BE PLACED INSIDE OF FSB 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. 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. CllY 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' -0" MINIMUM TO 11 '-0" 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 #B, 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 SCE LINE FEED N CUSTOMER PROVIDED 1/8 SWITCH TO FUSE HOLER -----------------~ I 1,,_._~__.___, I I I.....,~~~ I I I TO CUSTOMER I SWITCH OR BREAKER I ,----' I ---, I I I CUSTOMER CONDUIT TO LOAD / I EQUIPMENT CUSTOMER CONDUIT TO SCE SOURCE LOCATION 15" 8" MAX I I I I CITY OWNED 17x30" HAND HOLE 15• 15" I I dl, 6 cu GROUND WIRE TO I I 11 GROUND TERMINAL BLOCK / I 11 WITHIN FUSE SPLICE BOX r ____ ,,,,, / I ,_I -------rx 8' COPPER CLAD I ,,,~ 11 GROUND ROD L _____ ,,.... "--__,1_,.I _____ CUSTOMER 3" CONDUIT TO u LOAD EQUIPMENT BOLT GRND. ROD CLAMP 2 BOLT PARALLEL SPLICER CROSS RUN .Q.6M£' NEW ANTENNA-----------------1 MECHANICAL CONNECTION, lYP.-------~1 DOUBLE LUG COMPRESSION LONG BARREL CONNECTOR (lYP.) --~ NEW GROUND BLOCK-------~ NEW RADIO (2) 4402 :9 AND (1) 2205 (TOTAL-3) iii NEW #6 SOLID COPPER INSULATED WIRE GREEN STRANDED GROUND FROM EQUIPMENT TO ~ _j MAIN GROUND (lYP.)------'--•--• NEW #6 THHN/THWN GREEN STRANDED GROUND TO MAIN GROUND CONDUCTOR----------------,cp NEW DISCON~ECT WITH I INTEGRATED SURGE C"71" • PROTECTION I MECHANICAL CONNECTION (lYP.) • EXOTHERMIC WELD CONNECTION TO NEW GROUND ROD-----------NEW 5/8"¢ x 8' -0" COPPER-CLAD STEEL GROUND ROD------~~ PLACE IN FIBER BOX' ______ _...--tiQIE; 1. CONTRACTOR/Arr SHAU. BE RESPONSIBLE FOR EXISTING CONDUIT, WIRE OR CIRCUIT MODIFICATIONS OR DAMAGE TO •crrY" PROPERTY. NOTE: COPPER ALL GROUND CONDUCTORS TO BE #6 THHN/THWN GREEN STRANDED COPPER UNLESS OTHERWISE NOTED OR REQUIRED BY EQUIPMENT MANUFACTURER. UNIVERSAL PIPE CLAMPS ..zu.L2_5 _____ : 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) 2 HOLE LUG CAST "T" SPI ICER 1 BOLT PARALLEL ____ : 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 DEPTH OF 30" BELOW GRADE OR 6 INCHES BELOW FROST LINE. (ATT-TP-76416 1.4 / 2.2, 3, 10) D ~ PIPE CLAMP _(MME 1 BOLT PARALLEL CLAMP UNIVERSAL PIPE CLAMPS 4. CONTRACTOR TO SURROUND COMPLETED CONNECTIONS WITH 50H2 WEATHERPROOFING TAPE OR EQUAL TO. ,A~ e~ ~ TYPE SS TYPE TA TYPE VB TYPE PH filLGE "~~~ D'.EE..EG TYPE GT TYPE GY TYPE NC ~~~~~ TYPE LJ TYPE HA TYPE VS TYPE NX 1 TYPE ND NEUTRAL BLOCK ~~~~~ TYPE XA filLGE TYPE GL LUG 1iELEC TYPE RR 6 5 4 3 NEW RADIO (2) 4402 AND (1) 2205 (TOTAL-3)---------l NEW #14 AWG THHN/THWN STRANDED COPPER WIRE (S/0 CORD) ------~--+----{IJ NEW RAYCAP DISCONNECT WITH INTEGRATED SURGE PROTECTION MOUNTED UP@ ANTENNA------+----+-1111"1 NEW #10 AWG THHN/THWN STRANDED (RUN IN POLE S/0 CORD)------------<u GRADE NEW 1" PVC CONDUIT SCH-80 #10 AWG CU---------------m -ciJ NEW 17"x30" PULL BOX FOR POWER/WTR (AT&T OWNED) NEW 10A FUSE, PER CITY STANDARDS ~,Jll EXISTING OR NEW STREET LIGHTING PULL BOX ~ _J (SCE OWNED) EXISTING 120V POWER SERVICE TO EXISTING "D PULL BOX (SCE OWNED & OPERATED) ------1 ...----------, tiQIE; 1. CONTRACTOR/Arr SHAU. BE RESPONSIBLE FOR EXISTING CONDUIT, WIRE OR CIRCUIT MODIFICATIONS OR DAMAGE TO •CITY" PROPERTY. 2 16808 ARMSTRONG AVENUE, SUITE 225, IRVINE, CA 92606 (DRAWN BY: CHECKED BY: REV [ DATE DESCRIPTION EXPIRATION DATE: 09/30/2020 26134-617-C0-0000-01234-000 ELECTRICAL AND GROUNDING DETAILS E-1 D ] C BY B -] A 1© ENGINEER:BECHTEL INFRASTRUCTUREAND POWER CORPORATIONAPPLICANT:REVISIONS:Mobilityat&t1452 EDINGER AVENUE, 3rd FLOORTUSTIN, CA 92780LICENSER:PROJECT INFORMATION:SHEET TITLE:SHEET NUMBER:A 06/05/20 ISSUED FOR REVIEW SRRSRRKVNWPTB NODE 009B22453 MAC ARTHUR BLVD,CORONA DEL MAR, CA 92625BECHTEL DRAWING NUMBER0 07/09/20ISSUED FOR PERMIT /CONSTRUCTIONSRRPA2021-015c-.c C -G - E G ~ :E g i "D III ~ 2£ 6 LE®TEK" GreenCobra~ Midsize LED Street Light GCM H-Series Specification Data Sheet LumlnaireData Wei1ht 101bs[4.6kg] EPA 0.44~' Ordering Information :;.mplt CltW8 NO, GCM2-31)H-MV-NW-2R-GY·700-F'Cl\7·Wl Project CatlllogNo lED Cod• Volbse Tem:tu... Olstributlon~--t--'-ini_ .. _' +=''"'"~·-=·=~=•~'t-c-,,---------,,--,0,--..... ,---:-------j 1:: ~!~~: :Z !:: , :: =~:~-: ;;,,f :: ~~ ~~~=::i C!N S000J 3R Type J Me(lium "'"'' 700 Recep\llde at Type• BK Blick ISO PCR7' A.NS17-wirePhOIO· 5 Types controlRecepta<:le I I I JG,ray,BIKk,1rld0¥1<8ron,.,stand1ffl.Col1<ulttxto,yb01hefflni>hn. 2Specifiedc;,;,,,ecum,,tcodeisthelar;!o,-,..,tdl-currH11.Fle-lcladJ..Stableeurre,,tseltctorenablM fil<turetobedianp<j"'thellek!toadju!,tlilhl<>YIPIJtlorkalconditlons(l'IOt.,.ilablewilhfl>IPdDrtve eu,,...,,tlfDC) or ?CR1-0q:,00ft), Conwll factory ,fw•~ lim~s requtrea i,peciil dMcurr.nt PCR7-CR' -40HDr~ Wl CurfffllCode' u 575 RW6 700 SWTII "' "' -.. a' Con1rolf\eldyJ....,;~PC Receptllcit UbhtyWaff.lgtLat..l HlgltMounrlngBrKM!t Ru~WildllfeGuard :u~: = Terminal Block OaorSa~C.,~ ~.UIPllintfir.ish HSSGCM' Hou~~Slileld,Snap-On° CSSGCM' Cul-De-S...:SideShield.Snai>-Qn" 3 Hon-lieldadju.Uble,li.ooddrivecurrtnt.Specily-.,;,1tc1<1nYecurre,,LNota,,&iloolewilhPCU-C~optlon. FSSGCM' fron{SideSliield.SNp-On" SP&,. S,qu1rePoleKonron~l,t,m,8rKke\ ~ lndu<IHcunentSNKtofll>a!""-fielda<ljusla,bil1tyoolliih!""•t<. IJ>d..d<,scorv,Ktontoallo,oeff'/ UPll!alle o,1,.;reie., dimming,;, PC~7 w ......... ,nooe t>t"OIM ... s Co11ud-re-<tvffedotfanorylotM"ele«l'IOdedimmlrc!nodoel>\'01he"). Curn,nt,eiecto,noli,_d intheli,u,reNot1bletoadjus111x>,,es.peol'\ed<Jr1v.cutr.nt 7 fM.hmour>1edhouw!oldo,>hield.Slwldcu1>ti,htoff•tl/2mounnrcMl&htbehindluminaire. 8 flus.hmoun1edct,..te-...:1hield. SNeldM1ti&htoff11 l/2mount11111heichtbeh1ndlu~1nd 1-1/2 mount1ncheif1Moneithersil:looollumlnalne 9 flush mount.dfronl side 1/Jiiid culslightoff ~1PPl'o.<imately~ mount1n1 h~t in front oflum1n,rre (<UM1oidef. ICSpecifvc.olo<(GV.09,,81:1 11 SpedfyMV[U0-277VlorHV(l'N-"80V) 02019 \.eQU.>kElectronic, US.0.. GCM_H·Wies_Spec Sheet_09-l7·l9. Sp"'i~m\Onl 1ub)ect todl.,,lewitllout '"'lice. J\ouodf'oleHorizontilArmB.-..cul "8,. Pole Top il!'OOO Horironti ll ArmBrx~t l'Tll" PoleTopTenonHorl:onu,I ArmBrx~tl2~180"] WI'° Wa~HorllOOlalArm~ 15K BlfdDet-SpiderKit I.U 'C" Long·Ufe Twin LOclc f'hotocorltrol SC Twi~Lod:ShortlncCip ·--.. ·--"'""'--"'l>o--in :...,_~·'"'!>Cl<lf'/il><---CM,-~ LE®TEK" GreenCobra'M Midsize LED Street Light GCM H-Series Specification Data Sheet I ,00 850 System Delivered Efficacy W1ttlp (WI Lumens (Lm) 1 (Lm/W) " 88 "'" I 6700 10230 119'0 I INomlnalh.lmens.Normattole<aocetl05'duetofKtooindudincdi!.tribvriontypo,tEDbin'lfflllrlC<l!,1n~amtllerlt!emp,er11tures Product LED Code Current Code 700 850 700 850 System Delivered W11tt.11e(W) Lumens(l.rn]' S8 " 88 107 11260 13270 14390 •ffiOKY llm/WJ Nota. lNomi...tlumens.Normal!olerlnc<!tl°"d""to!MtorSlnch,l(!in1dlsttit..Jt10ntyP1,LEDl>nv,rilnce,and,mbioro111mperatu, .. Cll0l9Ll'OtekEIKtroniaUSA.GCM_H-Serifs_S,pecSheet_O!M7-19 Speciflcal,onssubj.-cttochanl'withoutn<Xlcf. 5 FleldAdjust1blt! OlltputRanae Field Adjustable OutputRanie 4 LE®TEK" LuminaireSpecifications Housing Oieust1luminumhoU$ingwithunM:rsal two-bolt.Jipfittermountstot-1/4"tor (1-S/8"to2-3/8"0.D.)diametermasta,m One-piece illum inum OOU~nt1 prov.des passi..e hut-s,nkincoftheLEDsandhilsuppersurlac.-s that~pr~;pitatlon.four-boltrnountlng bracketlsavailable.Mountinspl"CM!Jonsmee1 3Gvlbra!iooperANSICl36.31-2010Hormal Applicatlon,8ridge&();erpass.Mountingha, leYelingadjustmentfrom:t5'in2.5"steps. EJK11icilcom?Qrienuareao.:ene<lwithout tools..-ia1hiah-strenR1h,non-conduct1ve polycarbooatedoorw1thqu1ck-1eleasela!cOO Pol"fl"'Jbonitema1erialfflfftsUL746Cfor outdoorusage.Ava,lablerubberwikllifesuard (RWG option) conforms to mast arm with no ""· GreenCobra~ Midsize LED Street Light GCM H•Series Specification Data Sheet Quality Control Everyluminaireisperfurman<:etestedbefore andaftl!ra2-hourbum-inp..,riO<I.Assembled intheUSA OptlalSystems Mitro-lens optic.ii 1~stem1 produce IES~A Type2,Type3,Type4.orType5disuibutions andarefultyseale<ltomaintainanlP66r;iting Luminaireproduceso,1,tolillumensabove90" IBUGRating,U-O).Option1lhousesideshiekl cutsllflhtoffai1/2mountingheightbehind lumln11ire.frontsideshie-ldcutslightoff11t 1pprmimat"'ty one mountins height In front of tl\(>lum i1111ire(street~e).Cul-de-sacshleld providesback•ndsid<"hgh1controlfur<"nd ofcul-de-siKapplications.,t,Jlshle-ldsareheld lns~llablewilhouttools. El~I Finish Houslnarecelvesadurable,fade-,esistanl polyesterpowdercoatflnishwith3.0mllnomin.a,I thickness.Standardfinishtes1ed1ow,1hstand 5000hour5insaltspraye~posurep,erASTM8117 and t:Nstal Finish per ASTM G85. finish mttU scribecreepagerating8perASTMD165.4.Finish tesledSOOhour5inUVeicposu,eperASTMG15.4 11ndm...-1sASTMOS23glossreten!Son. Ustlnas/!Uidnp/t..bels LuminairesareULlistedforu~K"lwetlocations lntheUnitedSmesandCanada.Deslgnli(lhts Consortium-qUlllifiedproduc1.Coruul1DLC QPlforStandardandP,em,umaassification Listings.lnternationalOa,kS-kyAmic,ationlis ted Luminaireisqualifit;dtooperateatambi<"nt temperaturesof-40'Cto40'C. Usht Emlttlna: Diodes Rated life of electrical componer,ts is 100,000 Photometry Lum,nair esphoiomt1ricsaretes1.-dl,ycertified independent tes~n1li1boratofies in accordance w1thlESLM·79tt'St!neprocedures. 1-flBh-flur/Hist,-powerwh;teLE!hproducea OOUrs.Useslsolatedpowerwppfvthatls minlmumof~oliniti111intensity0Yt'r75,000 1-tOVdimmable.Powerwpplyiswiredwith hours of lif<" bar.ed on JES TM-21 (L90l: 75k quick-disconnea terminals. Power supply hours). UDs are teste-d in accord.a nee wilh IES features a minimum power ia,;torof .90 and LM·80 temns procedures. LEDs have correlated <20% Total Harmonic Distortion (iHDI. EMC color temperature of 3000!( (WW). 4000t: ml!t!ts or exceeds FCC CFR Pllrt 15. T"min.ail (NW), or 5000K {CW) ind 70 CRI mi nimum. block iKCOmmod3tes 6 to 14 gauiiewire. Surge Warranty 10-yearlim itedwarrantyisstandardonluminaire andcomponents LEDs lire 100% men;uryar.d lead free protection complies with IEEE/ANSI C62.41 VllndlllReslstance Hou,ingandOl)licsratedtolKIO Cll t,soryC High , 20kV/10kA1nd ANSICll6.2-Fleld AdjuSUblllty 201S,20l:V/10kA LEOdfio;ecurrentc.inbechan&e-dlnthefleld toad1ustlightoutputlorlocalc.ond1tlons(no1 Controls s1andards available w~h Fixed 0.-M! Current (FOC) o,-3-Wire photooontrol receptacie Is standard. Luminaire compl;es w,th: ANSl:C136.2,Cl36.3,C136.IO,C136.13,C136.1S, C136.22,Cl36.31,CB6.35,C136.37,Cl36.41, C62.41,C78.377,C82.77 Other:FCC47CFR.IEC60598,ROHSII.UL1449, PCR7-CRoption).Thespecifieddriv.-current ANSIC136.417-wire(PCR7lphotocontrol codewillb.-thefaclorysetdriv.-cu,rem.f,eld ,ec,pgcl.-iSIVllil.able.Allphotocor,trol adjustments c.in be made with 11-.f curr,nt re<:'J)ticles have too~I.-H rot111ble b1ses seledorln<:ludedlntheflKture.Fleldad/umble Wirelesscontrolmodul.-llprovidedbyoth,rs. rangeshowninperformantedatitabl.-02019 Leolek Electron, ;;s UY,. GCM_H-Series_S!)K Sheet_O!H7-19. SpeciNCITIOl'II subject to dl;mge without notice. LE®TEK" GreenCobra'M Midsize LED Street Light GCM H-Series Specification Data Sheet BUG Ratings 3000K(WW) Type2S Type2R Type3R Type4 Types Product lEO I Drive 8UG BUG BUG I BUG BUG Code Current Code Ratin1 Rating Rating ..... ..... I 530 B2 UOGl I BtUOGl :~~:: I ::::~ 83UOG1 B2UOG1 BtUOGt 700 B2UOG1 B2UOG2 B2UOG2 B2UOG2 B3UOGI I B2t.lOG1 B2UOG2 B2UOG2 I B2UOG2 " 82UOG2 B2UOG2 82UOG2 B2UOG2 BlUOG2 J 575 B2UOG1 B2UOG2 B2UOG2 I B2UOG2 B3UOG2 700 82UOG2 B2UOG2 ::~:: ::~:: 83UOG2 18""G' B3UOG2 I 83UOG2 84UOG2 r 82UOG2 !14UOG2 4000K(NW) Type2S Type2R Type3R Type4 Types Product ~e I Cur!~~ode BUG BUG BUG BUG BUG ..... Rating Rating ..... Rating I 82UOG1 I 81UOG1 82UOG2 I B2U0Gl B3UOG1 B2UOG2 B2UOG2 B2UOG2 850 B2UDG2 B2UOG2 ::~::I::~:: B3UOG2 GCM2 IA 83UOG2 B2UOG2 B3UOG2 B2UOG2 B2UOG2 B2UOG2 82UOG2 B3UOG2 "'""I'""'" B3UOG2 B4UOG2 950 B3UOG2 82UOG2 B3UOG3 B3UOG2 B3UOG3 B3UOG3 B3UDG3 84UOG2 SOOOK(CW) Product fy~2S Type2R Type3Rf-=.-,_T~ ;:~e I Cur!~~ode BUG BUG BUG BUG BUG Ratinc Rating Rating Ratin1 Rilti"I 530 I B2UOG1 :~::~ I :~::: 610 B2UOG1 82UOG2 B3UOG1 "" 700 ll2UOG1 B3UOG2 I 850 I B2UOG2 B2UOG2 B2UDG2 82UOG2 B3UOG2 92UOG2 B2UOG2 B3UOG3 I 83UOG2 B3UOG2 B2UOG2 B2UOG2 ·I B2UOG2 I 82UOG2 B3UOG2 700 82UOG2 B3UOG3 82UOG2 B3UOG2 B3UOG2 B2UOG2 I B3UOG3 .1 83UOG2 !14UOG2 I 950 B3UOG2 B2UDG2 B3UOG3 83UOG2 !14UOG2 IA B3UDG2 B3UDG3 B3UDG3 83UOG3 !14UOG2 02019 le-olek Electronics USA GCM_H-Sefles_!,oec 5h~t_(l9-17-19. Sp,ecihc1tlon1 wbj "' toch•nR,wilhout ...,tic,. 3 2 16808 ARMSTRONG AVENUE, SUITE 225, IRVINE, CA 92606 (DRAWN BY: CHECKED BY: REV DATE DESCRIPTION EXPIRATlOH DATE: 09/30/2020 [ 26134-617-CO-OOD0-01234-0DO BY LUMINAIRE SPECIFICA 110NS E-2 0 ] C B -] A 1© ENGINEER:BECHTEL INFRASTRUCTUREAND POWER CORPORATIONAPPLICANT:REVISIONS:Mobilityat&t1452 EDINGER AVENUE, 3rd FLOORTUSTIN, CA 92780LICENSER:PROJECT INFORMATION:SHEET TITLE:SHEET NUMBER:A 06/05/20 ISSUED FOR REVIEW SRRSRRKVNWPTB NODE 009B22453 MAC ARTHUR BLVD,CORONA DEL MAR, CA 92625BECHTEL DRAWING NUMBER0 07/09/20ISSUED FOR PERMIT /CONSTRUCTIONSRRPA2021-015G D C --A 6 I 5 I I 2 I PROPOSAL ORA WING □ APPROVED ~ ~~:ft-S~iivt6TH ~~:~8ltr~2s°T~D & RESUBMIT APPROVED BY li----------,-1 8'-0" ;1----,JI 50 --i I =-=~~.il~~---r--3s-o" 35'-0" t-G"-~ T APPROXIMAT~_ -# 33'-11 "ANTENNA CENTERLINE & BOTTOM OF ' w 32' -11 " ------"'".A'--tiN~TEf,N"NA"frcl:=f, Iii/I 32·-o" l w 4 1P 28'-7"-------~-n R69" 26,_4 .. _______ ~ ~ ,emso~:ouo I i-----30"~ ' I ' ( 012.00)--I i--l====--14'-O" I ' I EMBEDDED FOUNDATIO~\ Gl (BY OTHERS) \ I I _Lo L3.oo ~H b" Conceal Fa ~II Corporetion oc= !;~!~gt:r-¥J, ""!:.';!!?;~'?-";{; ~BQ~BllaeaB:t I~ EQBMeaIIQ~ ~5lu:J[l?r~iET~~~c?JN~'5sii~6¼~~ IN NON-DISCLOSURE AGREEMENTS MJD PERTI NENT CONTRACTUAL DOCUMENTS. ~'.!ll lConceoifobCorp-AllRighhReser,ed 3 T 4 c--8 8 cc=== @E3 DO NOT SCALE DWG DIMENSIONS ARE IN INCHES NAME: DATE: MODELED BY· JDP 12/17/19 DRAWN BY· WWE 12/17/19 CHECKED BY KAB 03/02/20 2 I i DATE TITLE· DAVIT POLE, EXTENDED RANGE SCALEc ISHEETSIZEc ISHEETc l :36 B l ml SALES NUMBER 900794_ 2 l 3 r-G -D C -A C I 2 I 168D8 ARMSTRONG AVENUE, SUITE 225, IRVINE, CA 92606 (DRAWN BY: CHECKED BY: D J ~=1'.====+==========t==}c ~R;EV~~::~D:A::J,;,E°:'-:°:' ___ :;:,.D,:_E_S:_C:R,:_I_ P:_JIO:_N::.:.:.:.::::.:.B:.Y:;~ [ EXPIRATlOH DATE: 09/30/2020 26134 617 C0-0000 01234 000 CONCEALF AB POLE II 900794--2 DETAILS (BY OlHERS) UD-1 B r--] A © ENGINEER:BECHTEL INFRASTRUCTUREAND POWER CORPORATIONAPPLICANT:REVISIONS:Mobilityat&t1452 EDINGER AVENUE, 3rd FLOORTUSTIN, CA 92780LICENSER:PROJECT INFORMATION:SHEET TITLE:SHEET NUMBER:A 06/05/20 ISSUED FOR REVIEW SRRSRRKVNWPTB NODE 009B22453 MAC ARTHUR BLVD,CORONA DEL MAR, CA 92625BECHTEL DRAWING NUMBER0 07/09/20ISSUED FOR PERMIT /CONSTRUCTIONSRRPLAN VIEW SECTION A-AELEVATION VIEWNEW CAISSON DETAILSPA2021-015c-.c C -G - E G ~ :E g i "C ID ~ 2£ 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. 4. ALL STRUCTURE AND MISCELLANEOUS STEEL PROFILE & 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 B18.26. HIGH STRENGTH BOLT ASSEMBLES SHALL BE FURNISHED AS FOLLOWS: 5.1 BOLT IN ACCORDANCE WITH ASTM F1554. 5.2 WASHER IN ACCORDANCE WITH ASTM F436. 6. WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1 / D1.1M "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 BE ~• CONTINUOUS FILLET WELD UNLESS NOTED OTHERWISE. 8. MATERIAL. OR ADMlxnJRES 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 LEVELLING NUTS AGAINST THE BASE PLATE BEFORE TIGHTENING THE TOP NUTS. 30"¢ CAISSON PIER FOOTING #3 TIES CONCRETE FOUNDATION f'c = 4500 PSI 6¾"¢ I.D. RACEWAY O.D. OF LIGHTPOLE (BY OTHERS) #7 VERTICAL RE-BARS TYP., TOTAL (6) ( 4 )-1 "¢ ANCHOR BOLTS .,-'---,<----BOLT CIRCLE Ill = 17" BASE PLATE (1) 2"¢ & (BY MANUFACTURER) (1) 1 "¢ 6 N.T.S. (1) 1-1/2"¢ PVC CONDUIT. TYP. CONDUIT BACKFILL NOT SHOWN FOR CLARITY. 5 'a I r--4 LIGHTPOLE AND BASE PLATE (BY MANUFACTURER)---~ 1 /2" CLOSED CELL FOAM WRAP WITH FLEXIBLE SEALANT BASE PLATE (BY MANUFACTURER) 30"¢ CAISSON PIER FOOTING L\ L\ <J ,'.] LI <1 "1 <J L\ L\ -"1 I "1 <1 L\ L\ <J 2'-6" N.T.S. 3 6" CONCRETE CAP OVER FOOTING (4)-1"¢x48" ANCHOR BOLTS EACH WITH (4) HEAVY HEX NUTS & (4) STD HARDENED WASHERS PER ROD: ASTM F1554 GRADE 55 GALVANIZED BOLTS ON A 17"¢ BOLT CIRCLE (BY MANUFACTURER AND LOCATE PER MANUFACTURER'S SPECIFICATIONS) 2 16808 ARMSTRONG AVENUE, SUITE 225, IRVINE, CA 92606 (DRAWN BY: CHECKED BY: REV DATE DESCRIPTION EXPIRATIOH DAlE: 09/30/2020 [ 26134-617-C0-0000-01234-000 FOUNDA 110N DETAILS UD-2 D ,__ ] C BY B -] A TRAFFIC CONTROL PLAN1TCP© ENGINEER:BECHTEL INFRASTRUCTUREAND POWER CORPORATIONAPPLICANT:REVISIONS:Mobilityat&t1452 EDINGER AVENUE, 3rd FLOORTUSTIN, CA 92780LICENSER:PROJECT INFORMATION:SHEET TITLE:SHEET NUMBER:0 07/14/20 ISSUED FOR PERMIT SPBECHTEL DRAWING NUMBERNWPTB NODE 009B22453 MAC ARTHUR BLVD,CORONA DEL MAR, CA 92625LEGEND:ROADWORKAHEADRIGHT LANEMUSTTURN RIGHTENDROAD WORKLANECLOSEDKEEPRIGHTRIGHT LANECLOSEDAHEADBIKELANECLOSEDONE LANEROADAHEADTEMPORARY TRAFFIC SIGNS:SIDEWALK CLOSEDCROSS HEREOPENTRENCHLEFT LANECLOSEDAHEADRIGHT LANECLOSEDAHEADSHAREROADTHEBIKE LANECLOSEDAHEADBIKELANECLOSEDDETOURMATCHLINE SEE TCP-1 A A MATCHLINE SEE TCP-1A A MATCHLINE SEE TCP-2BBMATCHLINE SEE TCP-2B B ON REDPA2021-015c-.c C -G - E G ~ :E g i "D III 0 2£ L • ; ~ ~~ "D G .a :E "' C =g j i "O ~ 5 • 0 CG 0 L "0 rn .!! :E E "' ◊(')◊◊◊◊~BD@□I_ W20-1 C9A(CA) W20-4 W20-5(RT) C30(CA)(BK) C30(CA) ~w_:. W12-1 W4-1 M4-9C(L) MAC ARTHUR BLVD 55 MPH soo•-o .. R13A 500'-o" W4-2(RT) R4-7A R3-7(RT) R9-3A J-...,. G20-2 R9-11A •ls1GN r FLAGGER ~ PROJECT f m•::~ ~ SITE FLASHING L DRIVEWAY ARROWBOARD e CONE H BARRICADE @ TRAFFIC TOW-AWAY SIGNAL T.A.N.S.A.T. NO STOPPING ANY TIME +" +" ➔ ➔ _C3Q_(CA} BLVD 16808 ARMSTRONG AVENUE, SUITE 225, IRVINE, CA 92606 (DRAWN BY: CHECKED BY: REV DATE DESCRIPTION EXPtiVITION llt\TE: 09/30/2020 BY NOTES: [ ] i-c--26_1_3_4--6-1-7--C-0---00_0_0--0-1-2-34---0-00---t] 1. CONTRACTOR TO NOTIFY RESIDENTS NEAR PROJECT SITE PRIOR TO THE START OF WORK. 2. CONTRACTOR TO PROVIDE ACCESS FOR PEDESTRIANS AT ALL TIMES . FLAGGING TRAFFIC CONTROL PLAN ~~1-------------------------------------------.-------------------, ii~□◊◊~◊◊◊~ REF: 2019 WATCHBOOK -14TH EDITION -PAGE#20 ~ SIGN SPACING -500' CONE SPACING -50' (TAPER/BUFFER) -25' (CONFLICT ZONE) 40 MPH SIGN SPACING -250' CONE SPACING -40' (TAPER/BUFFER) -20' (CONFLICT ZONE) CONSTRUCTION WORK SCHEDULE: DAYS OF THE WEEK: MONDAY -FRIDAY HOURS OF WORK: 9:00AM -3:00PM TOTAL DURATION: 30 NON-CONSECCUTIVE FULL SCALE 1"=40'-o" 40 20 0 40 80 FT 1-1 HALF SCALE 1"=80'-0" l:c W11-1 W16-1 C20(BIKE) C30(BIKE) R3-4 C20-(LT) C20-(RT) C27(CA) W4-2(LT) L......:.:..:..:.....:,_....:,:..:..:::....:,_6....:::.:.~~-..:.:~:.;.:.:~--------5..;_..,;_ ___ ..;_..;__'T"" ________ 4_ ...... ______ T" ______ .....,_3 ________ "'T ____ ..._ __ ~2--------.--WORKING DAYS -1 D C B A TRAFFIC CONTROL PLAN1TCP© ENGINEER:BECHTEL INFRASTRUCTUREAND POWER CORPORATIONAPPLICANT:REVISIONS:Mobilityat&t1452 EDINGER AVENUE, 3rd FLOORTUSTIN, CA 92780LICENSER:PROJECT INFORMATION:SHEET TITLE:SHEET NUMBER:0 07/14/20 ISSUED FOR PERMIT SPBECHTEL DRAWING NUMBERNWPTB NODE 009B22453 MAC ARTHUR BLVD,CORONA DEL MAR, CA 92625LEGEND:ROADWORKAHEADRIGHT LANEMUSTTURN RIGHTENDROAD WORKLANECLOSEDKEEPRIGHTRIGHT LANECLOSEDAHEADBIKELANECLOSEDONE LANEROADAHEADTEMPORARY TRAFFIC SIGNS:SIDEWALK CLOSEDCROSS HEREOPENTRENCHLEFT LANECLOSEDAHEADRIGHT LANECLOSEDAHEADSHAREROADTHEBIKE LANECLOSEDAHEADBIKELANECLOSEDDETOURMATCHLINE SEE TCP-1B B PA2021-015◊(')◊◊◊◊~BD@□I_ c-.c C -G - E G ~ :E g i "D III ~ 2£ L • ; ~ ~~ "D G .a :E G D> L C W20-1 C9A(CA) W20-4 W20-5(RT) C30(CA)(BK) C30(CA) NOTES: 1. CONTRACTOR TO NOTIFY RESIDENTS NEAR PROJECT SITE PRIOR TO THE START OF WORK. 2. CONTRACTOR TO PROVIDE ACCESS FOR PEDESTRIANS AT ALL TIMES. FLAGGING REF: 2019 WATCHBOOK -14TH EDITION -PAGE#20 ! ~ l ~ ~ ~~ PLV~ ... m .!! :E W4-2(RT) R4-7A R3-7(RT) R9-3A G20-2 R9-11A •ls1GN rFLAGGER ~ PROJECT SITE H BARRICADE @ TRAFFIC ecoNE SIGNAL ~ ~.g, W12-1 W4-1 M4-9C(L) N~=------------------------------------------,---------------, i~ :§~ ~-' .gf CL.Q 0 -~" ~~ 0 1-G <( "'' ~□◊◊~◊◊◊~ W11-1 W16-1 C20(BIKE) C30(BIKE) R3-4 C20-(LT) C20-(RT) C27(CA) W4-2(LT) 6 5 4 ~ SIGN SPACING -500' CONE SPACING -50' (TAPER/BUFFER) -25' (CONFLICT ZONE) 50 MPH SIGN SPACING -350' CONE SPACING -50' (TAPER/BUFFER) -25' (CONFLICT ZONE) CONSTRUCTION WORK SCHEDULE: DAYS OF THE WEEK: MONDAY -FRIDAY HOURS OF WORK: 9:00AM -3:00PM TOTAL DURATION: 30 NON-CONSECCUTIVE WORKING DAYS 3 f ··••::i FLASHING L DRIVEWAY ARROWBOARD TOW-AWAY T.A.N.S.A.T. NO STOPPING ANY TIME FULL SCALE 40 20 0 1-1 HALF SCALE 2 1"=40'-o" 40 1"=80'-0" 80 FT 16808 ARMSTRONG AVENUE, SUITE 225, IRVINE, CA 92606 (DRAWN BY: CHECKED BY: REV DATE DESCRIPTION EXPtiVITION llt\TE: 09/30/2020 [ 26134-61 7-C0-0000-01 234-000 BY TRAFFIC CONTROL PLAN -2 D C B -] A