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Real Property_Redline PA2019-128
APPLICANT: IF USING 11'X77" PLOT, DRAWINGS WILL BE HALF SCALE c ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN SITE NAME: NWPTB NODE 008A ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS _ CONSTRUCTION DRAWING e ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE SITE NUMBER: GRAN RLOS NWPTB 008 00am PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO o 10 THESE CODES. — — THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS & AUTHORIZE THE Mobility c ; 1. 2016 CALIFORNIA ADMINISTRATIVE CODE PROJECT: CRAN / SMALL CELL / PICO SUBCONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL DOCUMENTS ARE .m 22016 CALIFORNIA BUILDING CODE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT & MAY IMPOSE CHANGES OR 1452 EDINGER AVENUE,3rd FLOOR mj v 3. 2016 CALIFORNIA ELECTRIC CODE - MODIFICATIONS. a 4. 2016 CALIFORNIA MECHANICAL CODE U S I D #: 230804 APPROVED BY: INITIALS: DATE: TUSTIN,CA 92780 D 5. 2016 CALIFORNIA PLUMBING CODE c i 6. 2016CALIFORNIAIRE CODE PACE #: MRLOS056709 7. ANY LOCALOCAL BUILDING CODE AMENDMENTS TO THE ABOVE AT&T RF ENGINEER: a w 8. CITY/COUNTY ORDINANCES ° AT&T OPERATIONS: ENGINEER: HANDICAP REQUIREMENTS: E_ o FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED SITE ACQUISITION MANAGER: ACCESS NOT REQUIRED IN ACCORDANCE WITH CALIFORNIA ADMINISTRATIVE t'c 0 o STATE CODE PART 2, TITLE 24, CHAPTER 118, SECTION 11036. PROJECT MANAGER: m 4100 ZONING VENDOR: PIWW CODE COMPLIANCE LEASING VENDOR: o CONSTRUCTION MANAGER: BECHTEL INFRASTRUCTURE A/E MANAGER: AN D POWER CORPORATION at &t`o= THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN PROPERTY OWNER: 16808 ARMSTRONG AVENUE, c WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT SUITE 225, IRVINE, CA 92606 a 0 WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE; NO SANITARY SEWER SERVICE. POTABLE WATER, OR TRASH c E DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS NEW. APPROVALS DRAWN BY: SAS �< SCOPE OF WORK: CHECKED BY: SRR GENERAL NOTES POLE TYPE : (N) CONCRETE POLE TAT&TELECOM PROPOSES TO MODIFY, OPERATE AND MAINTAIN PROPOSED UNMANNED a� TELECOM FACILITY. THE SCOPE WILL CONSIST OF THE FOLLOWING: `0 1. AT&T TO INSTALL (N) STREET LIGHT POLE MIN. 5' AWAY FROM (E) REVISIONS: STREET a DIG ALERT POLE I D # 5637 NSTALLATIONT OF (N) POLE.PLE AND REMOVE (E) STREET LIGHT POLE AFTER REVISED To INCLUDE C rm °�^� OF ��°° SITE ADDRESS : 690 [CS] NEWPORT CENTER DR., FRONT OF 3. INSTALL 2. �NSTALL (zj (rNij OMNI RRUSA2203N(1) (F)A ON ORRUOS—(22)03TAND (1REET 1) (N)GHT POLE 3 04/24/19 REVISED TOADDSCE FIN PCITY SAS — ;: , DIAL TOLL FREE 2 04/24119 SRR ra RRUS-2205 ON (N) STREET LIGHT POLE. ASSIGNED ADDRESS 1-$00-277-2600 NEWPORT BEACH m« / AT LEAST TWO DAYS f CA 92660. 4. INSTALL (1) (N) SURGE PROTECTION DEVICE (SPD). 0 02101/19 pERM1ISSUED FOR T/CONSTRUCTION VSP o BEFORE YOU DIG 5. INSTALL AC POWER SUPPLY TO RRUS (TO BE PROVIDED BY AT&T MOBILITY). A 12/24/18 ISSUED FOR REVIEW PKS 0 0 6. INSTALL FIBER CABLE (TO BE PROVIDED BY AT&T WIRELINE) REVI DATE DESCRIPTION BY n6 PROPERTY OWNER: PUB ) N ( ( )UC RIGHT OF WAY 7. INSTALL 1 HANDHOLE 17"X30" (FIBER PULL BOX) APPROXIMATELY - a Y s ( 15' FROM (N) STREET LIGHT POLE LOCATION (BY AT&T WIRELINE). n o 690[CS]NEWPORT CENTER DR., FRONT OF " p�` r .i LICENSER: ADDRESS: NEWPORT BEACH, CA 92660 F 8. INSTALL (1) (N) HANDHOLE 17"00" (POWER PULL BOX) APPROXIMATELY n ��' 10' FROM ,N( STREET LIGHT POLE LOCATION (BY AT&T MOBILITY). _, E E APPUCAN T: AT&T of '`§� ,' �'� � 5 '= � '��- ° � 9. INSTALL 1 N) HANDHOLE 17"X30" (STREET LIGHT PULL BOX) o a ADDRESS: 1452 EDINGER AVE, 3rd FLOOR, APPROXIMATELY 5' FROM (N) STREET LIGHT POLE LOCATION. =5 TUSTIN, CA 92780 �1 « \ n 10. GC TO TRENCH & INSTALL CONDUITS FOR POWER/FIBER AS REQUIRED. �+ °s LATITUDE: 33'37' 14.31" N ;:J I 33.620642' 4 ' G ' `t ` r PROJECT DESCRIPTION ��"� 0 o LONGITUDE: 117'52' 34.14" W 1 ' f � .:. N 2, S7 r -117.876150' , o O1 LONGITUDE/LATITUDE TYPE: NAG 83 �� ,T 7�4f` t F G,�WW GROUND ELEVATION (NAND 88): t196.05' AMSL ,: f SHEET DESCRIPTION EXPIRATION DATE: 09/30/2020 B 2: c u ADJACENT APN a: 442-101-27 T-1 TITLE SHEET ZONING JURISDICTION: CITY OF NEWPORT BEACH (ORANGE COUNTY) 'f' ). ��:�� T If T-2 GENERAL NOTES,LEGEND AND ABBREVIATIONS m= CURRENT ZONING: PUBLIC RIGHT OF WAY • S PROJECT INFORMATION: 0 A-1 SITE PLAN 3 PROPOSED USE: UNMANNED TELECOMMUNICATIONS FACILITY -:}g 4A� _ o ar - A-1.1 SCE FIM(FOR REFERENCE) NWPTB NODE 008A ` \, A-2 ENLARGED SITE PLAN 690[CS]NEWPORT CENTER DR., SITE INFORMATION ,�' Rx' `s '" FRONT of 'I? } A-3 ELEVATIONS NEWPORT BEACH,CA 92660. f PROJECT MANAGER: ENGINEER: \ '. °p �� A-4 SITE IMAGE&ELEVATION a AT&T Mobility Bechtel Infrastructure & Power Corp. 1 \ _ <I = t 1452 Edinger Ave. 16808 Armstrong Ave. [r A-5 EQUIPMENT DETAILS o Tustin, CA 92780 Irvine, CA 92606 a'� O O i CONTACT: Stacey Brown CONTACT: George Morales II rIi 4 �' Z Z BECHTEL DRAWING NUMBER 9 �, A-6 EQUIPMENT DETAILS w 714-273-5261 949-372-4476 1,. - - w o s I ' 26134-617—CO-0000-00682-003 i sb6766®ott.com gmorales®bechtel.com 0 E-1 ELECTRICAL AND GROUNDING DETAILS m SACIZONING/PERMITTING: CONSTRUCTION GC: IF- Bechtel Infrastructure & Power Corp. Bechtel Infrastructure & Power Corp. UD-1 AMERON POLE DWG.NO.1803-007 DETAILS(BY OTHERS) SHEET TITLE: m E 16808 Armstrong Ave. 16808 Armstrong Ave. VICINITY MAP LOCAL MAP UD-2 POLE FOUNDATION DETAILS BY OTHERS Irvine, CA 92606 Irvine, CA 92606 ( ) o n m CONTACT: John Tseheridis CONTACT: Jon Awerkamp Ii 11.G �T A m 949-372-4519 949-372-4445 TCP-1 TRAFFIC CONTROL PLAN(BY OTHERS) > a jtseheri®bechtel.com jowerkam®bechtel.com DRIVING DIRECTIONS FROM AT&T TUSTIN OFFICE: RF ENGINEER: SENIOR TECHNICAL PROJECT MANAGER: SHEET INDEX 0 0 AT&T Mobility AT&T Mobility GET 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 ONTO MACARTHUR BLVD, TURN RIGHT ONTO 3 �2' 1452 Edinger Ave. 1452 Edinger Ave. SAN JOAQUIN HILLS RD, USE THE LEFT 2 LANES TO TURN LEFT ONTO SANTA ROSA DR, TURN RIGHT ONTO NEWPORT SHEET NUMBER: m o Tustin, CA 92780 Tustin, CA 92780 v CONTACT: Mahesh Kolur CONTACT: Dan Vozenilek CENTER DR, TURN RIGHT AT THE 2NO CROSS STREET ONTO SANTA CRUZ DR, SITE WILL BE ON THE RIGHT. SUBCONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON o 714-566-7311 562-716-4647 THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY m 714-566-7 c 1 562-7 6-4647 DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. PROJECT TEAM DRIVING DIRECTIONS DO NOT SCALE DRAWINGS ; o 6 1 5 1 4 3 1 2 1 1 22 34 V 511E Psc- . . LEGEND GROUT OR PLASTER T TELEPHONE LINE GENERAL NOTES APPLICANT: —T/E— POWER/TELCO RUN 5/8" X 10'-0" ,CU. ONO ROD IN c O (E) BRICK G GAS LINE TEST WELL 30' MIN. BELOW GRADE, 1. THE FACILITY IS AN UNOCCUPIED DIGITAL TELECOMMUNICATION FACILITY. 0 e (E) MASONRY GROUNDING CONDUCTOR e 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A CHEMICAL GROUND ROD at(�(x.T` ^ 1 GROUND ROD £,oP Q NEW ANTENNA (XIT GROUND ROD) DIAGRAMMATIC OUTLINE ONLY, UNLESS NOTED OTHERWISE. THE WORK ° STORM DRAIN SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND ° CONCRETE n� 0 SD , TIO DRAWINGS.LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE W WATER LINE EXISTING ANTENNA HALO GROUND CONNECTION Mobility c `m c ® 0 EARTH S SEWER LINE 1452 EDINGER AVENUE,3rd FLOOR m n 3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS SHALL VISIT THE �- CIRCUIT BREAKER TUSTIN,CA 92780 I v 0 GRAVEL JOB SITE AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD D GROUND BUS BAR - — — — - CONDUIT UNDERGROUND CONDITIONS AND DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE PLYWOOD ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. e S • MECHANICAL GRND. CONN. QN UTILITY METER BASE ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE 0 SAND FUSE. SIZE AND TYPE AS INDICATED. IMPLEMENT WORKATION ENGINEER AND ENGINEER PRIOR TO PROCEEDING WITH THE'o o ■ CADWELD ® TRANSFORMER ENGINEER: E= ® WOOD CONT. SAFETY SWRCH, 2P-240V-60A W/60A FUSES, NEMA 3R 4. THE CONTRACTOR SHALL OBTAIN, IN WRITING, AUTHORIZATION TO PROCEED �' BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED OR `o_ ENCLOSURE, SQ D CATALOG NO. H222NRB IDENTIFIED BY THE CONTRACT DOCUMENTS. o O GROUND ACCESS WELL � WOOD BLOCKING ❑ c t T STEPDOWN TRANSFORMER 0 e =H MANUAL TRANSFER SWRCH, 2P-240V-200A, NO FUSE. 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN c m � ELECTRIC BOX '®""' STEEL NEMA 3R ENCLOSURE ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS i� c RECEPTACLE, 2P-3W-125V-15A, DUPLEX, SPECIFICALLY INDICATED OTHERWISE OR WHERE LOCAL CODES OR �T TELEPHONE BOX CENTERLINE ® LIGHTING FIXTURE SURFACE MOUNTING UORE H NT. 1 LIGHTING CAT x 0", 2/40W ® GROUND TYPE, HUBBEL CATALOG #5362 REGULATIONS TAKE PRECEDENCE. TYPE,o a OG #WSW232T 6. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT BECHTEL INFRASTRUCTURE PROPERTY/LEASE LINE S TOGGLE SWITCH, 1P-125V-15A, ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. m UGHTING FIXTURE, FLUORESCENT, 10.94" z 8'-0", 2/95W, HUBBELL CATALOG #HBL 1201CN AND POWER CORPORATION LIGHT POLE SURFACE MOUNTING TYPE, HUBBELL LIGHTING CATALOG CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, `o MATCH LINE #TWSM232T S ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC 16808 ARMSTRONG AVENUE, TOCCLE SWITCH, 1P-12OV-15A, 'WP" AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. MECHANICAL AND o^ 0 END. MONUMENT �f� LIGHTING FIXTURE, HIGH PRESSURE SODIUM, 1/70W. WALL WP ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL SUITE 225, IRVINE, CA 92606 c i WORK POINT I L MOUNTING TYPE, HUBBELL UGHTING CATALOG MNRG-307 APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL OR 1/50W, HUBBELL LIGHTING CATALOG #NRG-121 IONIZATION SMOKE DETECTOR W/ALARM AND STATE JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE cm SPOT ELEVATION GROUND CONDUCTOR EXIT SIGN, THERMOPLASTIC LED, SINGLE FACE, UNIVERSAL SO HORN &AUXILIARY CONTACT, 120 VAC, REGULATIONS. o m MOUNTING, W/BATTERY PACK, HUBBELL LIGHTING CATALOG CENTS% PART N0. 7100E 7, THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, DRAWN BY: SAS m m SET POINT ePRB USING THE BEST SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SRR ® A COAXIAL CABLE O POLE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, CHECKED BY: COMBINATION,LEXITIGHTING SIGN & EMERGENCY LIGHTING, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL o« REVISION EXR HUBBELL LIGHTING CATALOG NPRC Q ou OVERHEAD SERVICE PORTIONS OF THE WORK UNDER THE CONTRACT INCLUDING CONTACT AND CONDUCTORS 4I� (N) POLE MOUNTED XFMR COORDINATION WITH THE IMPLEMENTATION ENGINEER AND WITH THE REVISIONS: C ° C X CHAIN LINK FENCING y--1- EMERGENCY LIGHTING, 2/50W, HUBBELL LIGHTING CATALOG LANDLORD'S AUTHORIZED REPRESENTATIVE. n OX GRID REFERENCE U dHE6-50-2-R91 Q (E) POLE MOUNTED XFMR REVISED TO INCLUDE B. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED AND 3 06/06/19 SAS m OHT/OHP OVERHEAD TELEPHONE/OVERHEAD POWER LIGHTING FIXTURE, INCANDESCENT, i/100W, WALL FIRE CODE APPROVED MATERIALS. SCE FIN MAP _ t E e MOUNTING TYPE, HUBBELL LIGHTING CATALOG REVISED TO ADD CITY « E DETAIL REFERENCE (N) PAD MOUNTED XFMR ®BRH-100-06-1 9. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS 2 04/24119 SRR u c OHT OVERHEAD TELEPHONE LINE THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL ASSIGNED ADDRESS LIGHTING FIXTURE, HALOGEN, QUARTZ, 1/JOOW, HUBBELL PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. ISSUED FOR 0 02/01/19 VSP m r OHP OVERHEAD POWER LINE LIGHTING CATALOG ® (E) PAD MOUNTED XFMR PERMIT/CONSTRUCTION 0« 1�/ ELEVATION REFERENCE NOL-505 10.DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR CLEARANCE FOR CABINET MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR A 12/24/18 ISSUED FOR REVIEW PKS Z'c E POWER RUN 0 CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF LIGHTING FIXTURE, 1/175W. METAL HALIDE, HUBBELL CAT THE WORK. REV DATE I DESCRIPTION BY SECTION REFERENCE �MIC-0175H-336 FOP FIBER/POWER RUN o«c 11.REPRESENTATIONS OF TRUE NORTH, OTHER THAN THOSE FOUND ON THE n !,•� 5/8" X 10'-0" ,CU. GND ROD 30" MIN. BELOW GRADE. ^ PLOT OF SURVEY DRAWING, SHALL NOT BE USED TO IDENTIFY OR LICENSER: c c L ESTABLISH THE BEARING OF TRUE NORTH AT THE SITE. THE CONTRACTOR 0 o SHALL RELY SOLELY ON THE PLOT OF SURVEY DRAWING AND ANY E E ABBREVIATIONS MTG. MOUNTING TEL. TELEPHONE SURVEYOR'S MARKINGS AT THE SITE FOR THE ESTABLISHMENT OF TRUE 0 o EMT. ELECTRICAL METALLIC TUBING MTL. METAL TEMP. TEMPORARY NORTH, AND SHALL NOTIFY THE ENGINEER PRIOR TO PROCEEDING WITH c A AMPERE E.N. EDGE NAIL MTS. MANUAL TRANSFER SWITCH THK. THICK NESS THE WORK IF ANY DISCREPANCY IS FOUND BETWEEN THE VARIOUS I I� TMAS TOWER MOUNTED AMPLIFIER ELEMENTS OF THE WORKING DRAWINGS AND THE TRUE NORTH A.B. ANCHOR BOLT ENCL. ENCLOSURE N NEUTRAL trN /yi I� o« ABV. ABOVE ENG. ENGINEER (N) NEW (OC SUPPLY VOLTAGE) ORIENTATION AS DEPICTED ON THE CIVIL SURVEY. THE CONTRACTOR SHALL 90� AC ALTERNATE CURRENT AIR CONDITIONER EQ. EQUAL NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOC. T.N. ?TOE NAIL ASSUME SOLE LIABILITY FOR ANY FAILURE TO NOTIFY THE ENGINEER. { T.O.A. TOP OF ANTENNA ACCA AMENNA CABIE COVER BLY EXST. OR (E) EXISTING N0. ) NUMBER CW140 ADD'L ADDITIONAL EXP. EXPANSION N.T. NOT TO SCALE T.O.C. TOP OF CURB 12. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT c A.F.F. ABOVE FINISHED FLOOR EXT. EXTERIOR OBIF OPTICAL BASEBAND INTERFACE T.O.F. TOP OF FOUNDATION « T.O.P. TOP OF PLATE (PARAPET) EXISTING IMPROVEMENTS, PAVING, CURBS, VEGETATION, GALVANIZED A.F.G. ABOVE FINISHED GRADE F FUTURE D. OVERHEAD SURFACES, ETC., AND UPON COMPLETION OF WORK REPAIR ANY DAMAGE T.O.S. TOP OF STEEL P A.G.L. ABOVE GROUND LEVEL FRB. FABRICATION(OR) O.C. ON CENTER T.O.W. TOP OF WALL THAT OCCURRED DURING CONSTRUCTION TO THE SATISFACTION OF AT&T. 6 0 1 5 T AIC AMPERE INTERRUPTING CAPACITY FAC. FACTOR OPNG. OPENING F CAL P ALUM. ALUMINUM F A FIRE ALARM POLL TYR TYPICAL c �) U.G. UNDER GROUND 13.KEEP GENERAL AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, / B 0 ALT. ALTERNATE F. FINISH FLOOR P PROPOSED EXPIRATION DATE: 09 30/2020 u- ANT. ANTENNA F.G. FINISH GRADE P/C PRECAST CONCRETE U.L. UNDERWRITERS IL TECH. INC. DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING APPROX. APPROXIMATE(LY)) FIN. FlNISH(ED) PCs PERSONAL COMMUNICATION SERVICES UMTS UNIVERSAL MOBIL TECH. SYS. (3G MOBILE TECH.) ON THE PROPERTY. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM m r ARCH. ARCHITECTURAL) FLR. FLOOR PH PHASE U.N.O. UNLESS NOTED OTHERWISE PAINT SPOTS, DUST OR SMUDGES OF ANY NATURE. Z. AT. AMPERE TRIP FLUOR FLUORESCENT PLY. PLYWOOD VAC VOLT ALTERNATING CURRENT AWG. AMERICAN WIRE GAUGE FDN. FOUNDATION PNLBD PANELBOARD 14.BEFORE ORDERING AND/OR BEFORE PROJECT INFORMATION: m= BATT. BATTERY F.O.C. FACE OF CONCRETE PPC POWER PROTECTION CABINET V.I.F. VERIFY IN FIELD FABRICATING—a W WATT OR WIRE /CONSTRUCTING/INSTAWNG ANY ITEMS, VERIFY THE TYPES AND o° BD. BOARD F.O.M. FACE OF MASONRY PRC PRIMARY RADIO CABINET WyD WIDE(WIDTH) QUANTITIES. BLDG. BUILDING F.O.S. FACE OF STUD PRI PRIMARY BILK. WITHK. BLOCK F.O.W. FACE OF WALL P.S.F. POUNDS PER SQUARE FOOT W/0 WITHOUT 15.CONTRACTOR SHALL PROVIDE SITE FOREMAN W17N A CELLULAR PHONE AND °`o F BM. BLOCKING F.S. FINISH SURFACE P.S.I. POUNDS PER SQUARE INCH yWD. WOOD KEEP SAME ON SITE WHENEVER PERSONNEL ARE ON SITE. NWPTB NODE 008A na BM. BEAM FIG. FOOTOOT (FEET) P.T. PRESSURE TREATED W.P. WEATHERPROOF B.N. BOUNDARY NAILING FTC. FOOTING PUE PUBLIC UTILITY EASEMENT BR. BRANCH Fll FUSE WT. WEIGHT 690 CS NEWPORT CENTER DR., BRKR. BREAKER G GROUND PWR. POWER (CABINET) 16. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE THE I WTR. WIRELESS TRANSMISSION RATE ` o OTY. QUANTITYXFER TRANSFER SITE AND NOTIFY THE PROJECT MANAGER OF ANY DISCREPANCIES BEFORE FRONT OF a STS. BARE TRANSMISSION TINNED COPPER WIRE GR GROWTH (CABINET) RAD.(R) RADIUS STARTING ANY WORK. B.O. BBASEOOT TRANSMISSION SYSTEM GE GAUGE ,XFMR TRANSFORMER a RBS RADIO BASE STATION XLPE CROSS-LINK POLYETHYLENE NEWPORT BEACH,CA 92660. a« B.O.F. BOTTOM OF FOOTING GI. GENERATOR (BASE STATION 3G NETWORKS) c B/U BACK-UP CABINET GI. GALVANIZE(D) RCPT. RECEPTACLE CENTERLINE 17.CONTRACTOR TO PROVIDE COMPLETE SET OF AS BUILT DRAWINGS WITHIN a m C CONDUIT G.F.C. I. GROUND FAULT CIRCUIT INTERRUPTER REF. REFERENCE (= PLATE, PROPERTY LINE 10 WORKING DAYS OF PROJECT COMPLETION. ` c CAB. CABINET GL.B. (GLU-LAM) GLUE LAMINATED BEAM REINF. REINFORCEMENT(ING) « CANT. CANTILEVER EO GND GROUND REQ'D. REQUIRED 18.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION OR THE FABRICATION OF CB. CIRCUIT BREAKER GPS GLOBAL POSITIONING SYSTEM RGS. RIGID GALVANIZED STEEL MATERIALS TO BE INSTALLED AT THE SITE, THE CONTRACTOR SHALL FIELD COMA CODE-DIVISION MULTIPLE ACCESS 2G & 3C GRND. GROUND BECHTEL DRAWING NUMBER «f ( ) RRU REMOTE RADIO UNIT VERIFY ALL DIMENSIONS INCLUDING AS-BUILT DIMENSIONS OF EXISTING CDUK CONSOLIDATION DISTRIBUTION UNIT KIT GSM GLOBAL SYSTEM MOBILE 2G+ MOBILE TECH.) (RADIO TRANSCEIVER) STRUCTURES OR STRUCTURAL ELEMENTS HAVING A BEARING ON THE C.I.P. CAST IN PLACE HDBC HARD DRAWN COPPER WIRE 26134-617-CO-0000-00682-003 E=v CKT. CIRCUIT HDR. HEADER RX AIT RECEIVER AIR INTERFACE TRAY SCOPE OF THE WORK TO BE PERFORMED. IF ANY DISCREPANCY IS FOUND m CLG. CEILING HDR. HANGER SAF SCHEDULE BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND THE w c Z CUR. CLEAR HPS HIGH PRESSURE SODIUM DIMENSIONS OR CONDITIONS FOUND TO BE EXISTING IN THE FIELD, THE SHEET TITLE: o m SC SMALL CELL CONTRACTOR SHALL NOTIFY THE ENGINEER AND OBTAIN DESIGN CMU CONCRETE MASONRY UNIT (JAMB BLOCKS) HT. HEIGHT SDBC SOFT DRAWN BARE COPPER m COL. COLUMN ICGB. ISOLATED COPPER GROUND BUS RESOLUTION PRIOR TO PROCEEDING WITH 111E PORTIONS) OF THE WORK m E CONC. CONCRETE IN.(") INCH(ES) SEC SECONDARY AFFECTED. THE CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY - m m CONN. CONNECTION OR) TNT. INTERIOfTFFSHTFAILURE TO SO NOTIFY THE ENGINEER AND OBTAIN RESOLUTION BEFORE (( SHEET GENERAL NOTE�/S, LEGEND A o a m CONST. CONSTRUCT1dN I.LC INTEGRATED LOAD CENTER S.N. SOLID NEUTRAL PROCEEDING. AND ABBRE YIATiONS "+C CONT. CONTINUOUS LB.(#) POUND(S) SPEC. SPECIFICATION(S) m-< d PENNY (NAILS) L.B. LAG BOLTS DBL. DOUBLE L.F. LINEAR FEET (FOOT) SQ. SQUARE N;-' DC DIRECT CURRENT LG. LENGTH S.S. STAINLESS STEEL DEM. DEMAND®° DEPT. DEPARTMENT DARD L. LONGf TUDINAL� STL. STEEL 0 0. D.F. DOUGlAS FIR lP5 LOW PRESSUR SODIUM STRUC. STRUCTURAL 2' LTE LONG TERM EVOLUTION (4G MOBILE TECH.) SURF SURFACE SHEET NUMBER: m c DIAL DIAMETER MAS. MASONRY v'c DIAG. DIAGONAL MAX. MAXIMUM SW SWITCH o 2 DIM. DIMENSION M.B. MACHINE BOLT DWG. DRAWING(S) MECH. MECHANICAL C°�m OWL. DOWEL(S} MFR. MANUFACTURER a EA. EACH MIN. MINIMUM -2 t r a EL. ELEVATION EMERGENCY GENERATOR RECEPTACLE MISC. MISCELLANEOUS ELEC. ELECTRICAL MLO MAIN LUGS ONLY m; c ELEV. ELEVATOR MTD. MOUNTED 3 F1 6 1 5 1 4 3 1 2 1 22 x=1 V 9ff PSG . NOTES: APPLICANT: 1. IF DIMENSIONS SHOWN ON PLAN DO NOT SCALE c CORRECTLY, CHECK FOR REDUCTION OR ENLARGEMENT $ FROM ORIGINAL PLANS. £; 2. UTILITY DESIGN AND RUNS ARE PRELIMINARY. PENDING at&t nci FINAL DESIGN FROM UTILITY PROVIDERS. Mobility 3. PULL BOXES AND LIDS SHALL BE SPECIFIED AS �; m d 1462 EDINGER AVENUE,3rd FLOOR CONCRETE OR APPROVED EQUAL. mTUSTIN,CA 92780 (E) BUILDING & :'{ �' D ° 4. REMOVE EXISTING LIGHT POLES AND LIGHT BASE. PARKING LOT-- c REPLACE PARKWAY AND/OR SIDEWALK, IN KIND. 10/_ " r (E) BUILDING & 21 5. CONTRACTOR TO PROTECT IN PLACE ALL SEWER AND B °• PARKING LOT `o o \ ENGINEER: E E WATER LATERALS WHICH CROSS UNDER/OVER THE Sp'-6, PROPOSED ELECTRICAL TRENCHING. o Q 6. ALL NEW LIGHT POLES SHALL RECEIVE A COATING TO „ • ,� ' 0° PROTECT AGAINST GRAFFITI. J 3 i 7. GENERAL CONTRACTOR SHALL RE-LOCATE ANY SIGNS ' Z e ON EXISTING LIGHT POLE TO A NEW LIGHT POLE. BECHTEL INFRASTRUCTURE o M 8. EDGE OF NEW ASPHALT PATCH IS A MINIMUM OF AND POWER CORPORATION `o 1-FOOT FROM THE EDGE THE TRENCH, ON BOTH SIDES. 16808 ARMSTRONG AVENUE, o� NEW ASPHALT SHALL BE PLACED (1-INCH) THAN THE SUITE 225, IRVINE, CA 92606 o z EXISTING ASPHALT, AND A MINIMUM OF 4" THICK. REPLACE a IN KIND. ro CANi, a x 0 7 E. 9. WHERE THE EDGE OF NEW ASPHALT PATCH IS WITHIN CLEMENTe --.- " �� OQ'' r - DRAWN BY: SAS 2-FEET OF THE EDGE OF GUTTER ALL EXISTING ASPHALT DR ' �° CHECKED BY: SIR m o FROM THE EDGE OF GUTTER TO THE EDGE OF TRENCH D- SHOULD BE REMOVED AND REPLACED. IN THE FIELD THIS � 3 IS REFERRED TO AS A 2 FOOT FLOATER, G :� REVISIONS: F C n 10. CONTRACTOR TO VERIFY SUB STRUCTURE LOCATIONS (E) HOTEL SINAGE (E) TREEISED TO .r `o m PRIOR TO ANY EXCAVATION. °o 3 06/06M9 REV IN MAPUDE SAS = E zn REVISED TO ADD CITY 'u 11. ALL CONDUCTORS/WIRES & CONDUIT, SHALL BE F o 2 04/24/19 SRR o , a.W ASSIGNED ADDRESS c a INSTALLED IN A NEAT AND TIDY FASHION. ALL EXCESS _ m 39'-10" ISSUED FOR m i WIRE SLACK IS T00 BE REMOVED AND HIDDEN AS MUCH I I 0 0210v19 VSP F PERMIT/CONSTRUCTION AS POSSIBLE. w r ° A 12124/18 ISSUED FOR REVIEW PKS o m 12. ALL NEWLY INSTALLED EQUIPMENT SHALL BE PAINTED REV GATE DESCRIPTION BY m ° TO MATCH EXISTING POLE, AND OR SURROUNDINGS. Y'� "'` -o 0 o UNLESS PROHIBITED BY MANUFACTURER. 50'-6" LICENSER: 50 0 0 '-6'SURVEY NOTE: E E 101-0" / b �' 1. THE PROPERTY LINE SHOWN HAS BEEN CREATED I , _ (E) BUILDING & o 0 WITHOUT THE BENEFIT OF A SURVEY AND IS FOR s PARKING LOT << REFERENCE ONLY. ALL PROPERTY LINES, EASEMENTS AND 0 e "? !, e SETBACKS SHALL BE VERIFIED PRIOR TO START OF r CONSTRUCTION. BECHTEL DOES NOT GUARANTEE THE N (- �_ v ACCURACY OF SAID PROPERTY LINES. EASEMENTS. ROADS - (E) PARKING LOT -- } (N) AT&T PROJECT LOCATION ceo+ao > n 11 AND SETBACKS. THIS SITE PLAN IS NOT A SURVEY AND (E) GRASS AREA x SEE ENLARGED SfTE PLAN 6 r IS PROVIDED FOR INFORMATION ONLY U v e A P.N: 442-101-27 F�rAl' Io^ I I— ., $t ,• - ,•f y EXPIRATION DATE: 09/30/2020 B Ln PROJECT INFORMATION: 02 0_ tS NWPTB_NODE 008A I w °F0 o CURB & GUTTER �'� 690 ICS)NEWPORT CENTER DR., (E) TREE TYP FRONT OF o OI -..q V 'Y, :• NEWPORT BEACH,CA 92660. (E) BUILDING 8 z c 6 I8'j1 z (E) BUILDING z ° 1 BECHTEL DRAWING NUMBER 26134-617—CO-0000-00682-003 0 =z m 2 t p = SHEET TITLE: mCC 2 r O n m l z SITE PLAN A 10 z° V • DIG ALERT 12' '� SHEET NUMBER: m.a v .20 UFIDdAtOUND SUM AMOF 90UINOIN UiOFDIRIN DIAL TOLL FREE m 1-$00-277-2600 FULL SCALE 1"=30'-0" ro;< SITE PLAN 30 15 0 30 60 FT i L v / AT LEAST TWO DAYS BEFORE YOU DIG HALF SCALE 1"=60'-0" _j 6 5 4 3 2 1 72'34 U' WE Psc— . LEGEND: APPLICANT: E (E) ELECTRICAL UG ROUTE --------- ROW ---—--- PROPERTY LINE v c \\ am Mobility e SAN C ' '' 1452 EDINGER AVENUE,3rd FLOOR �EMENTe 1 f= TUSTIN,CA 02780 D DR PED TO C/L V4387 I „< 96' 1-2 1/2" 98 ; << I ,,•, , ENGINEER: o j V 96' 2-1/0 1-2XLP M 98 ' t' o c M4389 TO C/L V4387 �I i `o y 314' 4-5" 72 1^ mU° 214' 3-750XLP-12KV 72 o a 214'-3-1000 XLP-12 KV 79 BECHTEL INFRASTRUCTURE . — SL6 I� AND POWER CORPORATION oU 16808 ARMSTRONG AVENUE, M ' I PROPOSED POLE I / �\�� SUITE 225, IRVINE, CA 92606 I I LOCATION \ s i 2 SAS c CHECKED BY: SRR m E. Y 101'-0" I X6937 TO C/L 56936\\\ 284' 2-4' CUST \\ REVISIONS: 284' 3-350XLP-12KV 85 \ C I I 1 ^ 284' 3-1/OXLP-12KV 85 \\ c I V \ 12'-0" m , 1 - E 1 o I i 1 2 REVISED SCE IN MAP UDE 3 06/06/1 SAS o Q � N i t REVI DATE I DESCRIPTION o c i U I LICENSER: o� i n8 1 I 4-0" Q , c_co I D48 Z E S M5104388 72 < c4'6"X8'6'X7' i 1 i I D52 I I X6937 TO V6938 125' 2-4' CUST 125' 3-350XLP-12KV 85 1 I 1 25' 3-1/OXLP-12KV 85 NOTE:SCE FACILITIES INVENTORY MAP IS PRESENTED HEREIN AS A REFERENCE ONLY AND THE B -—- - RECORD VERSION IS AVAILABLE FROM SCE. c � I PROJECT INFORMATION: F112 1 \\ o ' X5206937 � NWPTB_NODE 008A I \ 690[CS]NEWPORT CEN TER DR., 2'6"x4'x3'6" �P(5139 TO X693CusT7 FRONTOF 15' 1-4 CUST \\' 1 6 \\ NEWPORT BEACH,CA 92660. F15 \ u o 1 \ 0 BCHTEZ DRAWING UMBER c I I I 26134 E617 LCO-000ON 00682-003 P5206939 1 V5206938 E= I 72"X94" CUST 1 12'X30'X17' CUST SHEET TITLE: o m 1 I I 3/833/12 277/480 m ' 115/12 FOUR SEASONS HOTEL SCE F1M m ' I E (FOR REFERENCE) A I 1 0 < 1 `o 1 SHEET NUMBER: e a FULL SCALE 1"=20'-0" mm SCE FIM POWER LOCATION AND ROUTES 20 10 D 20 40 FT � L L 31 m.;I HALF SCALE 1"=40'-O" • 6 1 5 1 4 3 1 2 1 1 Yl z 34 U' 591 PSC= APPLICANT: 1 1 C I 0 1 0 °a N R �V ° ° 1 at&t 1 e 1 Mobility c ; u 1452 EDINGER AVENUE,3rd FLOOR TUSTIN,CA 92780 D (E) STORM DRAIN I (E) 12"X18" POWER HAND HOLE VEMOVE (E) STREET LIGHT POLE a [AT&T637 AFTER INSTALLATION OF (N) POLE. ALL "+ a 1 t• NCRETE d ASPHALT WORKS TO BE DONE PER o r' ENGINEER: • Y OF NEWPORT BEACH STANDARDS r AT&T TO INSTALL (N) STREET LIGHT Z O POLE ON (N) POLE FOUNDATION PER t i �' �•!�i� 1 ; a S MANUFACTURER SPECIFICATIONS AT 690 w n I 1S [CSJ NEWPORT CENTER DR., FRONT OF --- � k ^� ,(}>� SRL6$ 1 \ ' 'W BECHTEL INFRASTRUCTURE s A-5 A-5 AND POWER CORPORATION ` •' \ \ 2 2 °N- G 16808 ARMSTRONG AVENUE, INSTALL (N) 10' DIA OMNI ANTENNA Qe 12' DIA OIL SUITE 225, IRVINE, CA 92606 COMMSCOPE SHROUD ON TOP OF (N) STREET LIGHTIL vE 1 7 8 I v: A-5 A-5 A-5 \ DRAWN BY: SAS e i j I CHECKED BY: SRR (2) (N) do (1) (F) RRUS 2203. (1) (N) RRUS (E) GRASS AREA o^c 2205 & (1) (N) SPD TO BE INSTALLED WITHIN a SIDEWALK c w COMMSCOPE 12' DIA SHROUD ON TOP OF (N) I REVISIONS: C STREET LIGHT POLE------- - ----____ REVISED TO SCE FIN MAP SAS 3 O6/O6/19 SAS REVISED TO ADD CITY 1 1 1 2 04/24/19 SRR A-3 ASSIGNED ADDRESS m°c a I I 0 02/01/19 ISSUED FOR VSP �, PERMIT/CONSTRUCTION P 5 N _ 8'-0" 1 A 12/24/18 ISSUED FOR REVIEW PKS 0 0 - I ADA COMPLAINT LREVI DATE I DESCRIPTION BY LICENSER: Z 2 µ ••will (E) HOTEL SIGNAGE EE Q dd� L N 17'X30' STREET LIGHT PULL BOX ! I (TO BE INSTALLED BY AT&T) - - -- - - -- _ 0 CN140 4 OP ALk (N) 1.0 CONDUIT FOR POWER WITHIN (N) POWER/FIBER 'lI .1 r; \\1 1 (N) 1'e CONDUIT FOR POWER WITHIN (N) POWER/FIBER EXPIRATION DATE: 09/30/202D e g" TRENCH ROUTED TO (N) POLE LOCATION (*17'-0-) i TRENCH ROUTED TO (N) POLE LOCATION (*12--0-) m a A-5 A-5 �� 1 4 5 PROJECT INFORMATION: o� _ (N) 17-X30' POWER PULL BOX EQUIPPED WITH FUSED 0 1 I U SPLICE 80X (WTR), INSTALLED BY AT&T MOBILITYNWPTB_NODE 008A 690[CS]NEWPORT CENTER DR., FRONT OF a o NEWPORT BEACH,CA 92660. v� } 2.(N) 0 CONDUIT WITHIN (N) FIBER TRENCH r t 1 1 a 1 A.P.N: 050-451-08 ROUTED TO (N) POLE LOCATION (t22'-O' o c - o 4 5 - • BECHTEL DRAWING NUMBER �=o I 26134-617-CO-0000-00682-003 0 4: it (N) 17-X30- FIBER PULL BOX TO Jn . I ° w o 8E INSTALLED BY AT&TWIREUNE (E) GRASS AREA ti o = t_ w Q! SHEET TITLE: n m€t a am r N° � A-s (E) TREE " i z w ENLARGED SITE PLAN A 1 e � � �J 0. DIG ALERT 12' w= . \, _ - 9'-O" SHEET NUMBER: c o o OIOERGRONO sum Am OF sxRE"CA DIAL TOLL FREE _ ,•. FULL SCALE 3/8"=1'-0" 1-800-277-2600 2' 0 2 4 6 FT _ 2 c°v / AT LEAST TWO DAYS 2 e BEFORE YOU DIG ENLARGED SITE PLAN HALF SCALE 3/16"=1'-0" 6 5 4 3 2 1 22 c 34 V SVE PSC- NOTE: APPLICANT: 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 0 3. ALL THE SIGN BOARDS ON THE (E) STREET LIGHT POLE SHALL BE RELOCATED ONTO THE (N) STREET LIGHT POLE AT SAME LEVEL /� Q� •,' 4. GC TO DETERMINE THE SIZE OF (E) POLE FOUNDATION AND (N) POLE FOUNDATION TO BE ALIGNED ACCORDINGLY. GI�VC 6 o � 5. STRUCTURAL ANALYSIS AND DESIGN OF (N) POLE AND ITS FOUNDATION TO BE DONE BY OTHERS. Mobility L ; m e° 1452 EDINGER AVENUE.3rd FLOOR e< TUSTIN.CA 92780 D c o (3) (N) RRUS 2203/2205 (STACKABLE) TOP OF N AT&T ANTENNA a n (1) (F) RRUS 2203 & ELEV. 34-9 A.G.L RAD CENTER OF (N) AT&T ANTENNA _ TOP OF N AT&T ANTENNA o (1) (N) SURGE PROTECTION DEVICE (SPD) ELEV. 33 9'�AG.L) ELEV. 34-9 A.G.L ENGINEER: _RAD CENTER OF N AT&T ANTENNA 3_ ELEV. 33r�(A.G.L - N) RRU (N)10' DIA GALTRONICS OMNI ANTENNA --- (1) ( RRU 2203/2205 (STACKABLE) TOP OF N LUMINAIRE o I (N)10' DIA GALTRONICS OMNI ANTENNA ELEV. 30-3 A.G.L I n � (N)12' DIA COMMSCOPE SHROUD o TOP OF (E) LUMINAIRE _ (N)12' DIA COMMSCOPE SHROUD TOP OF N LUMINAIRE OIL ELEV. 30'-2" (A.G.L) ==� ELEV. 30-3 A.G.L� BECHTEL INFRASTRUCTURE a� FT TOP OF N STREET LIGHT POLE - h TOP OF STREET LIGHT POLE - o^ I I AND 680W08 E R CORPORATION o ONG AVENUE, (N) LUMINAIRE & MOUNTING ARM "o= i i DEVICE (Spp DEIC PROTECTION (N) LUMINAIRE & MOUNTING ARM SUITE 225, IRVINE, CA 92606 »n 1 I E BOTTOM OF N RF SIGNAGE (N) RF SIGNAGE DRAWN BY: SAS ELEV. 26'-0' (AG.L) N STREET LIGHT POLE DESIGN C"Ics SRR 0o I I RE CHECKED BY: REQUIREMENTS: o E i 1. INSIDE RISER FOR FIBER, o AT&T TO REMOVE (E) STREET i i REVISIONS: C o w POWER & GROUNDING a LIGHT POLE (/ 5637) AFTER t a REVISED TO INCLUDE INSTALLATION OF (N) POLE 3 a8/D8/1s SCE FIN MAP SAS -1 (N) 11.8' DIA STREET LIGHT POLE 2 04/24/19 SRR JW37 (TO BE INSTALLED BY AT&� (N)STREET LIGHT POLE DESIGN REVISED TO ADD CITY I I ASSIGNED ADDRESS FOR ESS m t I REQUIREMENTS: o o2/ovls vsP P c i 1. INSIDE RISER FOR FIBER, A 12/01/18 PESSUIED FT/COR REVIEW N PKS zo I POWER & GROUNDING o cc I �� 1 I REV DATE DESCRIPTION BY o c I I I I n°u I I S. LICENSER: o cc (N) 11.8- DIA STREET LIGHT POLE #W37 E€ I (TO BE INSTALLED BY AT&T) I I u o I I I I o I I I 1 I I c_rn I FOF CAL% c4 5` BOTTOM OF N RF SIGNAGE --- - (N) RF SIGNAGE EXPIRATION DATE: 09/30/2020 B I I RELOCATED (E) ELEV. 9-0 A.G.L e t SIGNAGE I I �• I I m TOP OF (E) SIGNAGE 1 1 (E) SHRUBS PROJECT INFORMATION: ELEV. 6'-5' (A G.L) (GC TO REPLACE THE SHRUBS TOP OF E SIGNAGE -- RELOCATED (E) SIGN TO ITS ORIGINAL KIND) ELEV. 6'-5' (A G.L) BOARD as (E) SHRUBS 3. roP OF E CURB TO TO REPLACE THE SHRUBS 690 CS NEWPORT CENTER DR., a g'-0" 5'-0" 5'-0" 5'-0" __ --- 9 0" - —- 3'-4 TO ITS ORIGINAL KIND) I ) FRONT OF ELEV. 0'-0" o TOP OF E CURB f (E) CURB & GUTTER NEWPORT BEACH,CA 92660. a` it ELEV. 0-0' (E) CURB & I —y h 1 o GUTTER (E) SIDEWALK r �w BECHTEL DRAWING NUMBER c f 26134-617—CO-0000-00682-003 it ono SHEET TITLE: (N) STREET (N) AT&T FIBER L €L SEE NOTE 4 • LIGHT PULL BOX-- PULL BOX ti.. (N) a'x4'xa.5' CONCRETE --(N) AT&T POWER ELEVATIONS A (N) 4'X4'X4.5' CONCRETE POLE FOUNDATION TO BE'.a.• r,: !: ti' ::ii $; POLE FOUNDATION TO BE PULL BOX INSTALLED BY AT&T , o INSTALLED BY AT&T- -- --- o n� o N a 1 SHEET NUMBER: v� o 0 0 FULL SCALE 3/8"=1'-0" FULL SCALE 3/8"=l'-O" PROPOSED WEST ELEVATION z ° 2 ° B PROPOSED NORTH ELEVATION z' ° 2 a B FT u«v -3 HALF SCALE 3/16"=l'-O" (E) POLE NOT SHOWN FOR CLARITY HALF SCALE 3/16"=1'-0" 6 5 4 3 2 1 asc- 22x34V SIZE APPLICANT: 40 0 n o at&t Mobility = o m a° 1452 EDINGER AVENUE,3rd FLOOR TUSTIN,CA 92780 D o c T� ENGINEER: C L e u �(PGay" h TOP OF (E) LUMINIRE c a ELEV. 30'—z" (A.G.L) BECHTEL INFRASTRUCTURE AND POWEROWE R CORPORATION 6 a 6 SUITE 225, IRVINE, CA 92606 oZ o E 0 0 " il DRAWN BY: SAS CHECKED BY: SRR n^ i REVISIONS: •— C n '1 Ii F REVISED TO INCLUDE 3 O6/O6/19 SAS SCE FIN MAP 2 04124/19 REVISED TO ADD CITY g SRR o a ASSIGNED ADDRESS L 9 m n m« 0 02/O1/19 ISSUED FOR VSP PERMITlCONSTRUCTION c A 12124/18 1 ISSUED FOR REVIEW PKS LREVI DATE I DESCRIPTION BY no n°u LICENSER: == (E) CITY STREET LIGHT E E POLE #5637t j °= 6 ,�- ` �D p j h J N41 . GBOIdO 9j�ENG�tir" OF CAI o o EXPIRATION DATE: 09/30/2020 B ^o m z TOP OF E SIGNAGE `o ELEV. 6'-5" (A.G.L) PROJECT INFORMATION: `o`l °aa NWPTB_NODE 008A 690[CS]NEWPORT CENTER DR., 0 o FRONT OF v« TOP OF E CURB (E) CURB & GUTTER NEWPORT BEACH,CA 92660. a` ELEV. 0'-0" o (E) SIDEWALK �a BECHTEL DRAWING NUMBER a 3 i ii i i v / 26134-617—CO-0000-00682-003 =i mot � '' k w ' u n SHEET TITLE: `i_ m E w mm c a rn m= SITE IMAGE & ELEVATION A _mza N J � O� 3 A 1 SHEET NUMBER: maa o` FULL SCALE 3/8"=1'-0" U m EXISTING SITE IMAGE EXISTING NORTH ELEVATION 2 ° 2 4 6 FT -4 L utv m; ° 21 HALF SCALE 3/16"=V-0" %-A 6 1 5 1 4 3 1 2 1 1 22'31 V WE PSC- . (1) NEW OMNI ANTENNA ATOP OF NEW 11..IAEFFIFIX REQUIRED SIGNAGE AT TWO LOCATIONS RAYCAP-RSCAC-6533-P-120-D GALTRONICS-GQ2410-06621 PSEUDO OMNI APPLICANT: CONCEALMENT ON THE SUPPORT STRUCTURE SO THEY ARE CLEARLY VISIBLE: MECHANICAL CANISTER ANTENNA A. INSTALL 3-4 FEET BELOW ANTENNA (MEASURED FROM TOP OF SIGN) o -(2)NEW 2203, (1) NEW 2205 RADIO B. INSTALL 9-10 FEET ABOVE THE GROUND (MEASURED FROM BOTTOM OF SIGN). CONNECTION TERMINAL(POWER): COMPRESSION LUG#6-q14 AWG(13-2MM.) MECHANICAL SPECIFICATIONS o WITHIN SHROUD AND (1) NEW 2203 TERMINAL BLOCK p10-p26 AWG(6-0.14MM,) 2. SIGNS OR DECALS SHALL BE MADE OF WEATHER, CORROSION AND ULTRAVIOLET ENVIRONMENTAL INGRESS PROTECTION(IP)RATING: NEMA 4% ��� {.oe (FUTURE) (UV) RESISTANT MATERIALS. AT A MINIMUM, EACH SIGN OR DEAL SHALL INDICATE THE; OPERATION TEMPERATURE: ('C)-40•C TO+BD'G DIMENSIONS (HEIGHTzDIAMETER): 24.9 x 10 INCHES (634 x 255 ram) $TORACE TEMPERATURE: 'C -70'C TO+BO'C av - 36'-0' UNIQUE OPERATORS THERA ANTENNA STERGANDYSCE EQUIPMENT CONTACT NUMBER. NUMBER ENCLOSURE TYPE(OUTDOOR)POLYCARBONATE: UL)94V-0 RATED WEIGHT EXCL MOUNTING BRACKETS: 17.21bs (7.8 kg) Mobility e • ' ENCLOSURE DIMENSION: L W. FOR POLE TOP INSTALLATIONS (WHEN INSTALLING ON SCE POLES). ( H)8.58'X 5.06'X 10.08' tY o o_L (217 -12e-256 MM) NO. OF CONNECTORS 10 X 4.3-10 DIN FEMALE asWEIGHT: 2.25 LBS(1.02KC] 1452 EDINGER AVENUE,3rd FLOOR _ 3. SIGN "A' IS TO BE MADE ON 32 MIL ALUMINUM SHEEZINC. METAL W/ BAKED CONNECTOR TYPE & 10 X 4.3-10 DIN FEMALE < (1) NEW LUMINAIRE PER 6" ENAMEL FINISH ELECTRICAL FREQUENCY BAND (MHz]: 1695-23600\3550-3700\5150-5925 TUSTIN,CA 92780 D v; UTILITY REQUIREMENTS SURGE PROTECTION DEVICE(SPD)TYPE TO UL' STRIKESORB 30-A 4 X 4.3-10 DIN FEMALE a NUMBER OF CIRCUITS PROTECTED: 4 (1 695-2 3600) MHz SURGE PROTECTIVE DEVICE(SPD)TYPE PER UL 1449 4TH EDITION: TYPE 2 COMPONENT n EXISTING CURB O NOTICE O ASSEMBLY 4 X 4.3-10 DIN FEMALE , SURGE PROTECTION DEVICE(SPD)CLASS TO IEC 61643-11: CLASS II (3550-3700) MHz ENGINEER: E E - --- -(1) NEIy DISCONNECT WITH INTEGRATED NOMINAL OPERATING VOLTAGE[U.) 120 v 2 X 4.3-10 DM FEMALE f SURGE PROTECTION WITHIN SHROUD NOMINAL DISCHARGE CURRENT(I.)PER UL 1449 4TH EDITION: 20 KA 8/20 MS X 4.3910 MAXIMUM DISCHARGE CURRENT(I-)PER IEC 61643-11 60 KA 8/20 MS ( ) MHzxjb O o PLAN VIEW MAXIMUM CONTINUOUS OPERATING VOLTAGE 164 (MCOV) V MAX WIND SPEED: 150 mph m VOLTAGE PROTECTION LEVEL[U.]PER IEC 61643-11: 700V MIA c RADOME MATERIAL: ASA r c VOLTAGE PROTECTION RATING(VPR): 20 KA 8/20 0 o SUPPRESSION TECHNOLOGY: MOV 2; PROTECTION MODES(DUAL MDOE): LINE TO NEUTRAL,NEUTRAL TO GROUND AT&T operates antennae at this structure. BECHTEL INFRASTRUCTURE p0 NEW OMNI ANTENNA ,o Above This Point you are entering an area whom SIRIKESORB MODULES ARE COMPLIANT TO THE FOLLOWING SURGE PROTECTIVE DEVICE - ro MOUNTED ON TOP OF radio frequency(RF)fields may exceed the FCC (SPD)STANDARDS: AND POWER CORPORATION N CONCEALMENT SHROUD. Occupational Exposuro Uwlits. UL 1449 4TH EDITION: 2011,IEC 61643-11: 2011,EN 61643-11: 2012.IEEE C62.11: 2005. `o IEEE C62.41: 2002.IEEE C62.45: 2002.NEMA-LS-1 CERTIFICATION UL,VDE,CE O 00' O� 16808 ARMSTRONG AVENUE, c 1 Follow safety guidelines for working in an RF _ .2 Contact a °""fD11'A°"E 10.28 ,,.. © o� �o SUITE 225, IRVINE, CA 92606 Contact AT&T at 1100-6238-2B22 and follow their P6.25" " E. POLE TOP CONCEALMENT instructions nor to e BY COMMSCOPE or repairs above Ihie�pdolnt ling arty maintenance _. N c OO OO c '> OOO DRAWN BY: SAS < e Caution Sign /5 This b AT&T eks usD:2301104 CHECKED BY: SRR o c O s ad Z ° O m x,if' 'o a MOUNTING HOLES, a REVISIONS: , a TYP. (AS REQ-O) O oOo E) m ^ - BOTTOM C N .2 a 4. RF RADIATION SAFETY SIGNS SHALL BE POSTED ONLY WHEN REQUIRED BY RF REVISED TO INCLUDE c co 1"-14 BOLT 3 06/O6/11 SAS NEW LUMINAIRE AND ENGINEERING OR LOCAL JURISDICTIONAL REQUIREMENTS. RF ENGINEERING SHALL - - - SCE FIN MAP 3 -_ INDICATE THE TYPE AND LOCATION OF RF RADIATION SAFETY SIGNS THAT SHALL BE 1n ARM TO MATCH1.0" REVISED TO ADD CITY c v° EXISTING POSTED WHEN REQUIRED AT A SITE. 'AT&T' SHALL BE NOTIFIED IF A SIGN IS PART NO.GQ2410-06621-111(GRAY) 2 04/24/19 ASSIGNED ADDRESS SRR °o n REQUIRED TO BE INSTALLED AT A SITE. ASSIGNED NO.G02410-06621-611 BROWN ISSUED FOR m f a FRONT SIDE BOTTOM L 10.0' (BROWN) PART NO.G02410-06621-Bl1 BLACK 0 02/01/19 VSP o -(N) 6-X6' RF SIGNAGE 5, RF RADIATION NOTICE SAFETY SIGN SYMBOLS AND COLORING MUST CONFORM ? ( ) PERMIT/CONSTRUCTION TO THE ANSI STANDARD Z535.3 FOR RADIO FREQUENCY ENERGY AND CURRENT FRONT PART NO.GQ2410-06621-Cl l(CHROME) A 12/24/18 ISSUED FOR REVIEW PKS o� 6 FLOW SYMBOLS. S REV DATE DESCRIPTION BY° RF NOTICE SIGNAGE 6 DISCONNECT (SPD) SPECIFICATIONS 3 ANTENNA SPECIFICATIONS c - 1 o c a a°u c c 11.8' LICENSER: NOTICE C E n SCORE LINE TO SCORE LINE CONCRETE SIDEWALK ERICSSON-REMOTE RADIO UNITS 2203/2205 (T) 2" & OR T" RIGID = WIDTH VARIES (NOTES 1 AND 2) a CONDUIT FOR POWER AND C<<p1>> TOP OF SIDEWALK MECHANICAL SPECIFICATIONS c 22 FIBER WITHIN ``` public energy emitted by this device may exceed the FCC's general DIMENSIONS (WxDxH): 7.87"z7.87"x3.94",INCLUDING -GCONCRETE POLE public exposure limits.Stay at least 1 fool away from the device. MOUNTING BRACKET AND6 Call 8OD-638-2822 for help ifyou need access within T foo( < UNTREATED BASE ESTHETIC FRONT COVER- MATERIAL (TYP.) u 1 ;1 VOLUME AND WEIGHT: 4 LITRES AND < 4.5 kg COMPACTED TO 90R (9.92 Ibs) I` - ceol4o �S u« j AVAILABLE FROM EXCEL SIGN AND DECAL, o i MOUNTING: WALL AND POLE MOUNT oa - http://www.weneedsigns.com/home.php.col+1135 AND CLICK ON v` o (4) 3/4--10 OUNC X 5' MOUNT I AT&T ^ i INTERFACE SPECIFICATIONS: 1' ° 9rF ET�I M' PH. 510-651 0445 - 1. NO CUTS THROUGH THE Of(•qL1 ON 9. WITH COUPLING NUTS O 90' G NOI-DC-16 1'X6" NOTICE DECAL (E) CONCRETE SHALL BE ON 9.45' BOLT CIRCLE FOR TOP / MADE. CONTRACTOR SHALL ANTENNA PORTS: 2 x 4.3-10(F) >d I EXPIRATION DATE: 09/30/2020 B MOUNT ATTACHMENT WITH (4) 3/4' "For 1 Foot Dist°nce"VINYL DECAL WITH ADHESIVE BACKING REMOVE/REPAIR THE (E) CPRL / / ps c WASHERS SS HHMS E (4) }/4' CUT II SQUARE CUT SECTIONS. (EXCHANGEABLEGSFP WASHERS (BY OTHERS) - e r ALONG THE PROPOSED MODULES) ISO m= a (N 6"X6' RF SIGNAGE - Z� TRENCH PER CITY STANDARD OPTICAL INDICATORS: 6 PROJECT INFORMATION: Place Three NOTICE sacker at the bottom of the c 6 front of the radome of each antenna. 2. TOP OF PULL BOX TO BE EXTERNAL ALARM: 2 oti (1) 1' CDNDUR FOR FLUSH WITH THE CONCRETE FIELD GROUND: 1 180' AT&T POWER 1. GENERAL CONTRACTOR TO REVIEW AND ADHERE TO THE EQ. 6' EQ, WALKWAY. °aa EQUIPMENT APPENDIX OF THE COMPLIANCE DOCUMENTATION FOR EACH SITE PVC CONDUIT 1z" NWPTB NODE 008A U -- ---- OMNI ANTENNA DISCLAIMER LABEL 7 CONCRETE TRENCH DETAIL 4 ELECTRICAL SPECIFICATIONS: DC OR 100 -250 V AG 7.87 690[CS]N FRONT OF CENTER DR., i o - --- POWER SUPPLY: o f a 90' _ __ O O 27D' NOTES: NEWPORT BEACH,CA 92660. CONCRETE SIDEWALK POWER OUTPUT: 97 WATTS MAX c I. FOR POLE MIN. 3" UNTREATED BASE ` --__ _ DETAILS AND "I NEW OMNI ANTENNA MOUNTED ON (NOTES 1 AND 2) MAX HEAT DISSIPATION: 90 WATTS c FOUNDATION SEE TOP OF CONCEALMENT SHROUD. TOP OF SIDEWA K MATERIAL (TYP.) L O AMERON DRAWINGS. MINIMUM AC FUSE RATING: 6 AMP «« (I) 2'CONDUIT FOR a TOP AT&T FIBER CABLES O BECHTEL DRAWING NUMBER 0 3 N (1)NEW RADIO 2205 i d 0' WITHIN COMMSCOPE l ° (1) 1' POWER CONCEALMENT----- -(2)NEW RADIO 2203 WITHIN o =_ 26134-617-CO-0000-00682-003 COMMSCOPE CONCEALMENT u 2 e CONDUIT FOR 1 Z l o POLE TOP DETAIL LUMINAIRE 2 I it 7.87" 7.87' 3.94" SHEET TITLE: m E n e uo 2 n - m e m i i NEW FOUNDATION PER : - I o a 9 MANUFACTURER SPECIFICATIONS / (TO BE INSTALLED BY AT&T) POLE TOP CONCEALMENT ! BY COMMSCOPE EQUIPMENT DETAILS A Iq ry`3 a (1)NEW RADIO 2203 #SSG-760236966-4 ---_ NOTES, ro ro r; WITHIN COMMSCOPE / NO CUTS THROUGH THE (E) CONCEALMENT- (1) NEW DISCONNECT WITH -- -- - CONCRETE SHALL BE MADE. 2' [2. OTES: (FUTURE) INTEGRATED SURGE CONTRACTOR SHALL REMOVE/REPAIR - _ c . POLE BY AMERON OR APPROVED EQUAL. PROTECTION WITHIN SHROUD THE (E) SQUARE CUT SECTIONS. SHEET NUMBER: 2"0 PVC CONDUIT 4 FRONT BACK SIDE v« NEW WIRING AND CONDUIT PER UTILITY 12' ALONG THE PROPOSED TRENCH PER EQUIREMENTS e BOTTOM OF TRENCH - CITY STANDARD Lai m°"I (N) CONCRETE POLE TO 45' BEND MAX WITH 3'-0" 1. TOP OF PULL BOX TO BE e g a BE STALLED BY AT&T RADIUS PVC SWEEP FLUSH WITH THE CONCRETE WALKWAY - m 3 co "=' POLE DETAIL 5 10 10 CONCEALMENT DETAILS $ CONDUIT STUB-UP/TRENCH DETAIL �51 RRU SPECIFICATIONS 2 j,,__ A 4 3. 2 , 22 x 34 U' SIZE PSC- MIN. 6-PORT MID/HIGH APPLICANT: BAND ANTENNA ANTENNA OPTIONS' AWS/PCS/ 5GHZ SINGLE IT MIN. 44 PORTS 0 WCS MID GHz) + /�■T 0 • FUTUR HIGH-BAND)/ALTERNATE PRODUCTS �y L&t n \A VVII o �n vi �n in N vi a v a v v v v TO SUPPORTS LOW-BAND AND/OR e + I + I + 1 3.5 GHz. Mobility ;i POSSIBILITY TO USE INTEGRATED RRU m a° ANTENNA. 1452 EDINGER AVENUE,3rd FLOOR u i TUSTIN,CA 92780 D c WEIGHT ATTACHED oc ED TO ATTACHMENT ITEM MANUFACTURER SPECIFICATIONS NO. OF ATTACHMENTS SIZE (L�AnD) WEIGHT (L.BS) ABOVE TOP OF POLE SIDES OF IDESWEIGHT ATTACHSPECIFICATIONSl10N5 lOS POLE (lB5) s'r ANTENNA GALTRONICS 1 24.9" x 10.0" 19 19 N/A ENGINEER: Ec Ix — xx x `m Ix1 rx2I Ix1 x2 I UPPORTRRU-2203/2205 ERICSSON 4 7.9" 7.9" 4.0" 11 44 N/A tl RACKET 2203 2205 o e MOUNTING BRACKET COMMSCOPE (INCLUDED BELOW) N/A I RRU-1 tA� RU3"= NOT USEDBECHTEL INFRASTRUCTURE 8 8RU OPTIONS:ANTENNA SHROUD SSG-760236966 1 41.3" x 12.0" 58 58 N/A RRU-1/RRU-2: 2XRADIOS 2203-4T4R PCS/BE/B25 OR AND POWER CORPORATION RRU SHROUD COMMSCOPE (INCLUDED ABOVE) N/A AWS/B66A RRU-3: 1X2XRAD105 16808 ARMSTRONG AVENUE, 2205-2T2R SUITE 225, IRVINE, CA 92606 B/46/SGHz. DIPLEXER N/A 2203-4T4R PCS/BE/B25 OR-aE v2203 AWS/B66A OTHER: SURGE RAYCAP 1 8.58" x 5,06" x 10.08" 2.25 2.25 N/APROTECTION DEVICE a aUSE/OF DOBLE BRA KRETS AC POWER DRAWN BY: SAS CPRI CHAIN FOR ALL RRU [CHECKED BY: SRR TOTAL 123.25 o� o FIBER FIBER REVISIONS: C c 0 o CONSTRUCTION REOUIREMFNT: F 06/06/19 REVISED TO INCLUDE SAS FlBER AC 6 FIBERS FRONTHAUL REQUIRED. SCE FIN MAP £ E m e DEMARC CUT-OFF DESIGN/SITE AGO. USING DOUBLE REVISED TO ADD CITY MOUNTING BRACKET OPTION. 04/24/19 SRR ASSIGNED ADDRESS 02I01/19 ISSUED FOR VSP o c DARK FIBERS AC SOURCE PERMIT/CONSTRUCTION e a TO/FROM HUB A 12/24/18 ISSUED FOR REVIEW PKS 5 EQUIPMENT DETAILS ON (N) POLE PLUMBING DIAGRAM (PICO) REV DATE DESCRIPTION BY o ; 3 LICENSER: 0 o ' 32.25" -- ----- E E ' 30.75" `o `o ARMCIRLQS4 29.25' h c= I a« POLYMER CONCRETE 17"x 30" PULL BOX ASSEMBLY O j I CM140 o BY:ARMORCAST PRODUCTS ° o° COMPANY 2" 9' CA MECHANICAL SPECIFICATIONS u EXPIRATION DATE: 09/30/2020 B DIMENSIONS (WxLxD): 17•x3O"x1B" _m t APPROX. WEIGHT: 166 lbs. L t o 0 (BOX & COVER) n m= LOAD RATING: 10K (COVER) 'i PROJECT INFORMATION: o c ANSI TIER: 80K (B(COVER) 0 c 15/22 (Box) Lx FLOATING NWPTB_NODE 008A B 30.5" "[m NUT (zx) � —� 690[CS]NEWPORT CENTER DR., a NOT USED FRONT OF i NOT USED COVER LIFT STANDARD NEWPORT BEACH,CA 92660. a I A MARKING c a ARMORCAST u LOCO a c POLYMER O BECHTEL DRAWING NUMBER = CONCRETE COVE 26134-617-CO-0000-00682-003 a A I WITH NON-SKID m c itSURFACE w m SHEET TITLE: BOLT DOWN m E 19.25" 7,a p B 17.75" c EQUIPMENT DETAILS A N ;t O G J SHEET NUMBER: 0 0� -L G U� U m i o< z" TYPE _ 6 o PULL BOX SPECIFICATIONS 6 4 F21 A s s 4 3 1 z 1 1 n x 31 V Sat Psc= . . CUSTOMER CONDUIT TO LOAD CABINET INCLUDE: EQUIPMENT CITY OWNED 17x30" APPLICANT: INSIDE PANEL FOR MOUNTING OF: 1. ISOLATION SWITCH HAND HOLE 2. FUSEHOLDER--BUSS #BM60328 OR EQUIVALENT TO t5" 15 NEW RADIO (3) 2203 AND `o ACCEPT 13/32-INCH X 1-1/2-INCH FUSE NEW ANTENNA (1) 2205 (TOTAL-4) 3. SINGLE-POLE TERMINAL BLOCK FOR NEUTRAL "'-`o CONDUCTOR TERMINATION a}R-t P 4. ISOLATION SWITCH, FUSE HOLDER, AND NEUTRAL MECHANICAL CONNECTION, TYP. 6�l`L7t au° TERMINAL SHALL BE LABELED BY CUSTOMER -� CTT===-TT7� NEW #18 AWG THHN/THWN a.�a` o CABINET REQUIREMENTS: I 1 0- 0- Mobility LL----LL STRANDED COPPER WIRE I. NEMA 3R-HINGE COVER, PADLOCKABLE � / r � c a° 2. FUSE SPLICE BOX (FSB) SIZE 12" W X 12" H X 6" D - I I I SINGLE LUG COMPRESSION LONG (S/O CORD) 1452 EDINGER AVENUE,3rd FLOOR Im v 3. FSB TO BE MOUNTED ON POLE BY WAY OF MOUNTING !- D--, BARREL CONNECTOR (TYP.) TUSTIN,CA92780 0 c ° PLATES SUPPLIED BY CUSTOMER f---- ADDRESS �-� \ FUSE REQUIREMENTS: ___ NEW RAYCAP DISCONNECT WITH 1. CUSTOMER INSTALLS FUSES AND REPLACEMENT, IF -� f ��� �� INTEGRATED SURGE PROTECTION a O- u NEEDED, ONCE FSB UNLOCKED BY CITY J NEW GROUND BLOCK - MOUNTED UP ® ANTENNA 1 T-T- T T \. g2 2. FUSE RATING TO BE APPROVED BY Cltt ����/ I _LL o 0 v c 3. ONE SPARE SET OF FUSES, SUPPUED BY CUSTOMER, - ____] NEW RADIO (3) 2203 ENGINEER: ARE TO BE PLACED INSIDE OF FSB AND (1) 2205 (TOTAL-4) 4. FUSE RATING TO BE LABELED BY CUSTOMER INSIDE OF FSB DOOR PRIOR TO ENERGIZING SERVICE CUSTOMER CONDUIT �- NEW #6 AWG THHN/THWN STRANDED (RUN IN POLE S/O CORD) F NOTE(5): TO SCE SOURCE m 1. CUSTOMER TO NOTIFY CITY FOR APPROVAL OF FUSE LOCATION FSB MOUNTED TO ND HOLE SPLICE BOX MOUNTING LOCATION PRIOR TO WITHIN 17x30 HAND HOLE NEW #6 THHN/THWN GREEN c o INSTALLATION. PLAN VIEW J o STRANDED GROUND FROM -fJ----•• a 2. Cltt PERSONNEL TO NOTIFY IMS GROUP IF FUSES ARE / BECHTEL INFRASTRUCTURE a v REPLACED. 15' 15' EQUIPMENT TO MAIN GROUND E 3. ARMORED GROUND WIRE OR MINIMUM OF 1/2-INCH (TYP') I AND POWER CORPORATION E RIGID CONDUIT OR WOOD MOLDING OVER GROUND WIRE. GRADE `N 4. GROUND WIRE FROM POLE TO ELECTRODE SHALL BE NEW #6 THHN/THWN GREEN ��-� ---------- � - o ENCLOSED IN GALVANIZED RIGID CONDUIT OR 16808 ARMSTRONG AVENUE, o STRANDED GROUND TO MAIN I • EQUIVALENT MECHANICAL PROTECTION. ._ __._ m NEW 2" PVC CONDUIT SCH-80 SUITE 225, IRVINE, CA 92606 q z 5. SUBJECT TO LOCAL CODES/ORDINANCES WHERE r----__ -I GROUND CONDUCTOR-------- - T APPLICABLE. --- ---q P-� #6 AWG CU --- -- 6. FOR JOINTLY-OWNED POLES, CUSTOMER TO PROVIDE --------J NEW DISCONNECT WITH v m POLE STEPS FOR IDENTIFIED CLIMBING SPACE UP TO I L J INTEGRATED SURGE 8 CELLULAR ARM LEVEL. CITY TO PROVIDE POLE STEPS AS W PROTECTION NEW 17"x30" PULL BOX �- -� DRAWN BY: SAS a REQUIRED BEYOND CELLULAR ARM LEVEL. LOWEST LEVEL g' MAX / ' FOR POWER WTROWNED J CHECKED BY: SRR STEP SHALL NOT BE LESS THAN 7 FEET 6 INCHES. / (AT&T( ) n° SPACING SHALL NOT EXCEED 36 INCHES. MECHANICAL CONNECTION TYP. / c-E 7. CLIMBING SPACE ON POLE SHALL MEET G.O. 95 ( ) REQUIREMENTS. f-- _ REVISIONS: 8. CUSTOMER EQUIPMENT FOR WTR TARIFF IS NOT TO BE NEW 10A FUSE, PER CITY STANDARDS r-r--J C q a INSTALLED ON SCE SWITCH POLE. I I EXOTHERMIC WELD CONNECTION 9. THIS STANDARD APPLICABLE TO WTR TARIFF ONLY. I I TO NEW GROUND ROD --- ------- _ EXISTING OR NEW STREET LIGHTING PULL BOX � 3 06/06/19 REVISEDSCE FIN INCLUDE SAS `o 0 10.CITY CREW TO LOCK FSB WITH #203 LOCK AFTER SCE FIN MAP c E I I 6 CU GROUND WIRE TO =- " (CITY OWNED) ------ ------- SERVICE IS ENERGIZED THRU RF/POWER SWITCH TO / I - REVISED TO ADD CITY GROUND TERMINAL BLOCK NEW 5/8"0 x 8'-0" - 2 04/24119 SRR m ° OPEN CUSTOMER CITY EMERGENCY, RF/POWER / / I I ASSIGNED ADDRESS L9 SHUT-OFF SWITCH WITH DUAL LOCKING DEVICE TO / II WITHIN FUSE SPLICE Box COPPER-CLAD STEEL _-_-- " EXISTING 120V POWER SERVICE TO EXISTING -0 ISSUED FOR m a ALLOW Cltt ACCESS. / 11 GROUND ROD PULL BOX (SCE OWNED & OPERATED t PERMIT/CONSTRUCTION m p r-- / l r------ --�"z 8' COPPER CLAD = ) --------- 0 02/01119 VSP o^ 11. OPTIONAL LOCATION OF CUSTOMER'S EMERGENCY I i I I GROUND ROD PLACE IN FIBER BOX ^5 RF/POWER DISCONNECT SWITCH, WITH DOUBLE LOCKING �____��� -11, ONE-LINE DIAGRAM (PICO) A 12/24/18 ISSUED FOR REVIEW IRKS e c DEVICE. - ----------CUSTOMER 3" CONDUIT TO GROUNDING SCHEMATIC (PICO) m 12.CELL CARRIERS SHALL INSTALL A SIGN OR DECAL MADE 11 REV DATE DESCRIPTION BY n° OF WEATHER, CORROSION AND ULTRAVIOLET (UV) U SIDE VIEW LOAD EQUIPMENT RESISTANT MATERIALS (E.G.,MACHINE-ENGRAVED, n° LAMINATED-PHENOLIC OR REFLECTIVE SCOTCHLITE LICENSER: 2.2 MATERIALS) PLACED OUTSIDE THE FUSE BOX DOOR. AT A MINIMUM, THE SIGN OR DECAL SHALL INDICATE THE AGROUND CONDUCTORS TO BE # /6 THHN THWN GREEN o^o E E ANTENNA OWNER/OPERATOR NAME, EMERGENCY STRANDED COPPER UNLESS OTHERWISE NOTED OR REQUIRED BY (\ 0;;� o 24-HOUR CONTACT NUMBER, AND UNIQUE IDENTIFIER EQUIPMENT MANUFACTURER. �p "E-` OR NOC NUMBER FOR THE ANTENNA SITE. SIGNAGE SW, r Ql -6t ESS SHALL BE PLACED AT 8'-0" MINIMUM TO 1 t'-o" 1. GROUND BONDS: ALL BONDS ARE TO BE MADE WITH #6 AWG BOLT GRND. 2 BOLT PARALLEL CROSS RUN 0 MAXIMUM ON THE OUTSIDE OF FUSE Box DOOR. STRANDED COPPER IN GREEN INSULATION. (ATT-TP-76416 7, ROD CLAMP SPLICER CLAMP A "`7777 t v w LABELING SHALL BE PLACED INSIDE THE FUSE BOX 6.7) eolao > o' IDENTIFYING; RF/POWER DISCONNECT, AND FUSE BLOCK UNIVERSAL PIPE CLAMPS k' WITH AMPACITY OF FUSE IN USE. 0 7 1. III f'e 13.INSTALL a8, 3 1/C TIN CU FOR OVERHEAD. REFER TO 2. EXTERIOR UNIT BONDS: ALL METALLIC OBJECTS SHALL BE q,, a O DUG AP 100. ENERGIZE THRU CLOSED RF/POWER BONDED TO THE GROUND ROD. (ATT-TP-76416 7, 12.6) �� FOF CAL1` SWITCH TO OPEN CUSTOMER-FUSED SWITCH.. B £ 14. ANTENNA WITH EMERGENCY RF/POWER DISCONNECT 3. GROUND ROD: UL LISTED COPPER CLAD STEEL GROUND ROD 2 HOLE LUG CAST "T" SPLICER 1 BOLT PARALLEL EXPIRATION DATE: 09/30/2020 c o SWITCH MAY BE PLACED ON NON SCE POLE WHERE WITH MINIMUM DIAMETER OF 5/8" AND MINIMUM LENGTH OF 8 CLAMP .r THERE IS VEHICULAR ACCESS TO THE POLE, THE POLE IS A MAXIMUM OF 250 FEET RADIALLY, AND THE FEET. ALL GROUND RODS MAY BE INSTALLED WITH INSPECTION - a;e POLE/ANTENNA IS CLEARLY VISIBLE WITH NO SLEEVES. GROUND RODS SHALL BE DRIVEN TO A MINIMUM m a OBSTRUCTIONS FROM THE WIRELESS TECHNOLOGY RATE DEPTH OF 30" BELOW GRADE OR 6 INCHES BELOW FROST LINE. < r PROJECT INFORMATION: a (WTR) Box LocnnoN (ATT-TP-76416 1.4 / 2.2. 3, 10) 0 0 �aQ 4. CONTRACTOR TO SURROUND COMPLETED CONNECTIONS WITH "U" BOLT 1 BOLT PARALLEL UNIVERSAL PIPE CLAMPS NWPTB NODE 008A u WEATHERPROOFING TAPE OR EQUAL TO. PIPE CLAMP CLAMP 5OH2 690[CS]NEWPORT CENTER DR., o SCE FUSE SPLICE BOX (FSB) 8 GROUNDING NOTES F5 MECHANICAL CONNECTIONS 2 FRONT OF v= NOT USED CUSTOMER N NEWPORT BEACH,CA 92660. a m PROVIDED #8 POWER TERMINATION POINT STRIKESORB 120V 8.2 SWITCH TO PROTECTION c FUSE HOLER CITY POWER UNE FEED 4 BECHTEL DRAWING NUMBER I J I I `o FUSE BLOCK I I m� 7 TYPE 5 TYPE TYPE V ttP E z o I I LEND ISCONNECT SWITCH E PH TYPE GR 26134-617-CO-0000-00682-003 2.2 m I I I I I �( SHEET TITLE: CONNECTION „'12 I I I FOR POWER IN o a m I I I TYPE PG TYPE GT TYPE GY TYPE NCELECTRICAL AND m a i i I CONNECTIONS B ND GROUNDING DETAILS A N;,• I I 1 AMP CIRCUIT 0 ; TO cusraMER I I I BREAKERS -DEAD -FRONT FOR ��✓��� -J SWITCH OR I __ __ _ (TYP. 4) LIVE COMPONENTS TYP 2. a BREAKER E LJ TYPE HA TYPE VS TYPE NXI TYPE ND SHEET NUMBER: c x I RF/POWER v SWITCH CHASSIS GROUND ILU���� o u°m CONNECTION - NEUTRAL BLOCK t t< WIRING DIAGRAM-INSIDE FUSE SPLICE BOX DISCONNECT/SURGE TYP Xa TYPE GR TYPE GL LUC TYPE PC rrPE RR a FSB WIRING DIAGRAM 9 7 PROTECTION (PICO) 6 EXOTHERMIC CONNECTIONS 3 1 6 5 4 3 2 1 22"�U WE PSc- REV. DATE DESCRIPTION DRN. APPR. SPUNCAST WOOD) 12'DR4 x 66' HIGH MAXIMUM PRESTRESSED l 4)3/4'-tOUHC x S'TOP MOUNT DOLTS a.__.__...,.•._•. ANTENNA SHROUD ASSEMBLY1 CONCRETE POLE WIN COUPLING NUTS O 90' ON 240mm 1(� OTHERS) (9.45) BOLT CIRCLE: FOR TOP MOUNT ----� .—. ATTACHMENT W(tN (4) 3/4'1-UNC SS HHMS "F"LEVEL CONFIG CODES "P"LEVEL CONFIG CODES & (4) 3/4-CUT WASHERS -� .�.._ _..�...- OPTION CLASS ENTRY INFO. OPTION CLASS INFO. •-D't1'--- (BY OTHERS) ENTRY COATING I MIX 81 _ ...._. (4) 3/4-.IOUNC COUPLING FINISH HH COVER 66546E FlMSH HUTS WITH S'BOLTS o � 5 (1) 2- RIGID 32 FT. — 90'APART ON A 9.45'DWCL LUMINAIRE B ATTACHMENT PVC CONDUIT CAST VI BOLT CIRCLE DOOR SCR TMP BASEPLATE T.B.D. (BY DTHDIS) INTO POLE WAIL (MODS) COLLAR NONE (uaDSX3Do) (MOD T.aD.) •t• 1) 0' EIUPtICAL LUMINAIRE ARMS O IBD POLE TOP CON. MOOR (SHOWN O 27D FOR CLARITY ONLY) POLE TOP DETAIL CAST-IN MOD MODSX300 SIDE M1'. (TV. •- S01H VERSIONS) (2) 1/2'-13UNC x (10) 12- LC. 55 CABLE TIES CAST-IN MOO T.B.D. zA3O' 1-1/z' LG 1B' O.C. FUTA LENChIS.S. COUPLINGS CAST-IN MOD (1) SUPPORT U (M ) t-(NOM. I STRUCT MOD MOOMS 120V POWER r FIB 5" x 3/6' x 11' 6- (NOM• (AS REO'D) TOLE t? $ ALLOY 6061 ON R6 30Gmm NON-TAPERED BASE PLATE ROUND POLE RALL LENGTH s b ~ -1/2- * 1/16' POLE POLE OVERALL ULTIMATE POLE 29'-6 N DESIG- HEIGHT POLE BOLT BASE G.L. MOMENT WEIGHT NATION ABOVE LENGTH CIRCLE O.D. (%-Ibs.) (Ibs.) POLE GRADE HEIGHT ABOVE + BP30OX09 29' 3" 29--6' 17" 11-13/16 76.500 2,900 GRADE - )POLES REQUIRED(PIN:T.B.D.)INCLUDING CONDUIT WRH AV WALL BRACKET TAPMED ALUMINUM ^ ALUMINUM ELLIPTICAL ARM(P/N:LAEBBAI&TAMERPROOF WRENCH(PIN:45128E) •i. `• ARM, ALLAY 6063 •i. L� 1 `i (2) 1/2' -13UNC x fti� K f 29'-11' 1,1/2" S.STL HEX NOTES: BRACKET ARM TOiOc1 wASHERs 1. MIX(8151):SCE BLACK 3 WHITE,LIGHTLY EXPOSED AGGREGATE FINISH WITH AMERSHIELD MOUE POLE CONNECTION `L ANTI-GRAFFITI COATING. HEIGHT ;, l 2. ASTM C-150 TYPE III GRAY CEMENT. 3. PC Q 28 DAYS-7,000 PSI,USING SPUN CYLINDER TEST. 4. Pc @ 28 DAYS-5,000 PSI,USING ASTM C-31 CYLINDER TEST. F LUMtNNIRe 5. POLES MANUFACTURED PER ASTM C-1099-13 SPECIFICATIONS. 611.0 ELEC. WIRING S. PROTECTIVE COAT EXPOSED P.C.WIRES AT POLE ENOS, • AMERON I.D. TAG O D 7. DUE TO THE NATURE A CHARACTERISTICS OF CONCRETE,SIDE MOUNT SPACING DIMENSIONS CAN ONLY BE TAKEN TO THE NEAREST 118 INCH. - 8. INTERNAL SEPARATE ELECTRICAL CONDUIT FULL POLE LENGTH TO BE FURNISHED AND CAST ALUMINUM 3' X 7' N MDIO TRV IS'11 ADAPTER, INSTALLED BY MANUFACTURER. INTERNAL ELECTRICAL WIRES FOR ANTENNA AND RADIOS M FRAME h RARRU, ELECT. WIRES. COAX, ON RUSH COVER A O- (1) CONDUIT SHOWN TO BE SEPARATED FROM LUMINAIRE WIRES. COVER 0 HI ATTACHED FOR CLARITY, (6Y OTHERSCUT-AWAY 9. THE POLE DEPICTED IN THIS DRAWING IS DESIGNED TO WITHSTAND THE LOADS IMPARTED BY PRIOR TO SHIPMENT WITH (z) TYPICAL POLE TOP CUT-AWAY DETAIL TAMPERPROOF' (IMP) POOR A WALL BRACKET ALUMINUM ARM(NOT TO EXCEED 6'OFFSET,3.2 SQ.FT EPA,30 LBS)WITH SCREWS THE ARM HOLDING A DOWNWARD FACING AREA OR PENDANT LUMINAIRE(NOT TO EXCEED 2,5 (12) 9mm PRESTRESSING 50.FT.EPA,50 LBS.),&A CYLINDRICAL 12"x 66"LG.ANTENNA SHROUD CENTERED NO HIGHER 27-) STEEL WIRE. ASTM A-421 THAN 2.5 FT ABOVE POLE TOP(NOT TO EXCEED 6.10 SQ.FT EPA,230 LBS.)AS DESIGNED PER (MODSX300) FOR LMA (MOOMS): THE 2015 CALIFORNIA BUILDING CODE&ASCE 7-10 USING A 110 MPH WIND ZONE(3-SECOND GRADE UNE *A ' (12)ADDITION NON-TENSION WIRES GUSTS).TWIST&SWAY HAVE NOT BEEN CONSIDERED.SEISMIC VALUES S, 1.965&S,-0.727. .3 (4) 1-1/2. OW X 48-ANCHOR DOLTS f,. (1) 28 T 2- NPS PVC RIGID PLEASE CONTACT&ADVISE MANUFACTURER IF INTENDED LOADING EXCEEDS THESE VALUES. ;'�' r '.'.:• EACH WITH (2) HEX NUTS & (2) WASHERS; ASTM F1554 GRADE 55 2-1/2' (NON,) WALL o:y;i( •t. '��V. CALYANtZEO BOLTS ON A 17'DA �� (I) CONDUIT SUPPORT ?y "� BOLT CIRCLE (P/N; T.B.D.) C C w c, ASSEMBLY FORMED BY(C - / .,. CONDUIT NPS X 6' LC PVC CONDUIT PIECES, EACH ';:•,:.�',:+'.• 1 I CA, SPIRAL STEEL ATTACHED TO(2) PC WIRES Z^RIGID CONDUITWIRE AT .3' PTTCH 6 'r. WITH (2) 12 -LG. SS CA17LE ASiM A-1064 TIES (CTU SSP12-HD). O73 m wwOIOLE AgAIERON I D. TAGCONDUII 2' CONDUIT ATTACHED TO --FOUNDATION DESIGN (BY OTHERS)•• ASSEMBLY SUPPORT A' WIRES BY ENCIRCLING THESUPPORT ASSUBLY APPROVEDAPPROVED BY DATE 9-��/9 SEE PROJECT SPECS FOR REQUIRED CONDUIT SUPPORT, 4) PC -�---- BASE SIZE ALONG WIN CONDUIT SIZ1N0 HH SECTION a ` BECHTELIATBcT WIRES AND THE CONDUIT WIN AND ORIENTATIONS REQUIRED POLE ORIENTATION 7-. (2) 20- LG. SS CABLE TIES. CFCAl.1F (4) 1-3/4- Dll HOLES (OM) ,r IGLU SSP2 CO) 1B' ,..5 2- NPS PVC CONDUIT COUPLING SOUTHERN CALIFORNIA ,�,.. EQUALLY SPACED O 90' (Now) .._ ¢_ 3*Xr A KH D WlTHE� � BP300X09 POLE WITH SINGLE 6'ARM APART ON A TO 17" DUl 15' SQ. 1-3/4- BOLT CIRCLE % . '/4-20 SCR Evrs GALV. STEEL PLAIT_ WITH WIRE WAYS FOR POLE MOUNTED RADIOS x I y ASTM A-36 1 PVC PIPE, JOINED TOR CIO THIS DOCUMENT CONTAINS INFORMATION WHICH IS PROPRIETARY TO NATIONAL OILWELL VARCO.1T SHALL NOT BE FOR REFERENCE ONLY CONDUIT PRIOR TO POLE REPRODUCED. USED OR DISCLOSED TO ANYONE WITHOUT THE PRIOR WRITTEN PERMISSION OF NATIONAL OILTIUL VARCO. SHIPMENT - LD. RACEWAY SDN: 26134-617-CO-0000-00682-003 (NOMS DRAWN: A.F. DATE: 03/02/2018 BASE PLATE DETAILS SHEET: UD-1 N.T.S. 1803-007 SECTION A-A - '�le'' t� SCALE: DWG, NO. REV - :txe�'t:ANCC fO ANY(XJOf N4f GtltY/(v<1SKDW DCS DW N1.0 b rq f OW'W,RfD Kf 49E tOYtAClA4fRpv fNONffay.'O Xrpy ru•.f SAf GF,t E.tf.QltY!{YEAR APPLICANT: GENERAL NOTES: 1. DRAWINGS PROVIDED HERE ARE NOT TO SCALE AND ARE INTENDED TO SHOW OUTLINE ONLY. `c 2. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL HAVE 4,000 PSI STRENGTH AT 28 DAYS UNLESS P NOTED OTHERWISE ON DRAWINGS. ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318 CODE 6� ���� 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. Mobility t; 5. HIGH STRENGTH BOLTS SHALL BE USED FOR ALL PRIMARY STRUCTURAL CONNECTIONS, UNO. ALL HIGH 8 a STRENGTH BOLT ASSEMBLY COMPONENTS SHALL BE IN ACCORDANCE WITH DIMENSIONAL REQUIREMENTS OF 1452 EDINGER AVENUE,3rd FLOOR ANSI/ASME B18.26. HIGH STRENGTH BOLT ASSEMBLES SHALL BE FURNISHED AS FOLLOWS: TUSTIN,CA 92780 D °c< 5.1 BOLT, TYPE i, IN ACCORDANCE WITH ASTM F1554. ° 5.2 WASHER, TYPE 1, IN ACCORDANCE WITH ASTM F436. ° 5.3 STRUCTURAL NUTS: ASTM A563 a 6. WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1/D1.1M "STRUCTURAL WELDING". WELD FILLER MATERIAL E`c SHALL HAVE MINIMUM YIELD STRENGTH OF 58 KSI AND MINIMUM TENSILE STRENGTH OF 70 KSI AND SHALL BE ENGINEER: COMPATIBLE WITH THE BASE METAL. 0 7. WELDING SHALL BE 1/4" CONTINUOUS FILLET WELD UNLESS NOTED OTHERWISE. v e cm �� e vo o a BECHTEL INFRASTRUCTURE o e^ (4) 1-1/2"0 x 48" ANCHOR BOLTS EACH AND WITH 68 OW08 EMRTC ORPORATION ONG AVENUE, 8Z A325(GRADE X55UGALVANIZEDTS AND )BOLTS EON A5171"0 o SUITE 225, IRVINE, CA 92606 Ti BOLT CIRCLE (BY MANUFACTURER AND LOCATE E LIGHTPOLE AND BASE PER MANUFACTURER'S SPECIFICATIONS) DRAWN BY: SAS PLATE (BY MANUFACTURER) 0 4'-0"' 1/4" WASHERS CHECKED BY: SRR 0 1-3/4" THK. GALV. STEEL CONCRETE CAP OVER 2'-0" 2'-O" / IT I I I FOOTING REVISIONS: C PLATE, ASTM A-36 c (3)-#4 TIES IN TOP 5" 3 06/06/19 REVISED TO INCLUDE SAS v° SCE FIN MAP E n o 2 04/24/19 i t I REVISED TO ADD CITY SRR u 5 CONCRETE FOUNDATION ASSIGNEDA FOR m` T'c = 4,500 PSI 0 02/01/19 ISSUED FOR VSP c — _ PERMIT/CONSTRUCTION o: `p 1 O.D. OF I I I A 12 ISSUED FOR REVIEW PKS 1 I I LIGHTPOLE (BY —u REV DATEATE DESCRIPTION 2 c N OTHERS) - n°u LICENSER: << 6-3/8"0 I.D. x E E 0i n ` RACEWAY III I RIGID CONDUITS, g`c 1-3/4" THK. GALV. STEEL - - (1)-2"0 AND 6= 3„ PLATE, ASTM A-36 d — — — � — — — — — (2)-1"0 o= (CLR.) — — — — —_ _ •-r- JT—_ w 0I (1) 2"0 AND (2) 1"0 CONDUITS o^ N RIGID CONDUIT o; (4) 1-1/2;'0 ANCHOR #4 TIES AS SHOWN BOLTS (BY MANUFACTURER) o r� B #7 VERTICAL RE-BARS - r BOLT CIRCLE 0 = 17.. TYP., TOTAL (8) - - m� PLAN VIEW #7 VERTICAL RE—BARS PROJECT INFORMATION: i 4'-0" TYP•, TOTAL (8) o~y SQUARE aQ NWPTB_NODE 008A SECTION VIEW 690[CSI NEWPORT CENTER DR., FRONT OF c« NEWPORT BEACH,CA 92660. � o 2 i BECHTEL DRAWING NUMBER 0 3 26134—617—CO-0000—00682—003 a =zd ° m c t SHEET TITLE: m - aa POLE FOUNDATION DETAILS A mx=< N `== FOR REFERENCE ONLY (BY OTHERS) aa� FOUNDATION DETAIL PROVIDED BY:—DCI PACIFIC AIEIC WORKS SHEET NUMBER: a-� c u ti Um-0I 2 0 NEW POLE FOUNDATION DETAILS —2.fv 1 UD 6 1 5 1 4 t 3 1 2 1 1 22i 34 U' Sa Psc- . . APPLICANT: 25 MPH FOR REFERENCE ONLY SIGN 35 MPHACING - 100' SDN: 26134-617-CO-0000-00682-003 SIGN SPACING - 250' TAPER - 245' SHEET: TCP-1 at& BUFFER - 150' (MAX ALLOWED) MGbilily CONE SPACING — 35' (TAPER/BUFFER) — 17' (CONFLICT ZONE) 1452 EDINGER AVENUE,3RD FLOOR TUSTIN,CA 92780 ENGINEER: 1 O 0 tl_j DCI PACIFIC �0 O �� AIEIC WORKS LI M U \ q�.A 250' 2 ARCHRECTURE I ENGINEERING I CONSULTING 32 EXEC NE I C 9�110 926 DRAWN BY: HN CHECKED BY: BOK L/ L REVISIONS: 250' CRUZ sp'NTP,35 MPH 250' t CA w80� 0 CA BK r BK 9, r O 150'BUFFER A 06/19/18 90% CONSTRUCTION HN MAX ALLOWED ,1 REV DATE DESCRIPTION BY F,SN\OId�S C3p(C P)�aK� �J/A SS LICENSER: 245TAPER O 5 D A 0 5 Ez� f► // s=a �K D c O W2o—` 100, * c—i&15 f REN. 11/19 �Q 100, fOF,CAl\`DQ 250' PROJECT INFORMATION: NWPTB NODE 008A o CRAN_RLOS_CYLA3_008 N POLE ID# N LISID# SANTA CRUZ DR CONSTRUCTION WORK SCHEDULE: NEWPORT BEACH, CA 92660 NOTES: DAYS OF THE WEEK: MONDAY — FRIDAY 1. CONTRACTOR TO NOTIFY RESIDENTS NEAR PROJECT SITE PRIOR TO HOURS OF WORK: 9:OOAM — 3:OOPM RIGHT LANE CLOSURE THE START OF WORK. TOTAL DURATION: 30 DAYS SHEET TITLE: REF: 2016 WATCHBOOK — 13TH EDITION — PAGE#45 2. CONTRACTOR TO PROVIDE ACCESS FOR PEDESTRIANS AT ALL TIMES. -- — TRAFFIC CONTROL PLAN TEMPORARY TRAFFIC SIGNS: LEGEND: ■ SCALE: �I SIGN I FLAGGER PROJECT ® FLASHING —"— ROAD BIKE I� SIDEWALK CLOSED RIGHTMUST E ® SITE ���� ARROWBOARD SHEET NUMBER: BIKE LANE RIGHT LANE WORK CLOSED CLOSED LANE LANE � CROSS HERE MUST END CLOSED ROAD WORK AHEAD AHEAD AHEAD CLOSED � �� TURN RIGHT SCONE �--� BARRICADE TS TRAFFIC T.A.N.S.A.T. NO STOPPING zo' ao' 1"=40'e0' 01 OF 01 ( ( ( )( ) ( ( ) ( ) ( ) SIGNAL ANY TIME W20-1 W20-5 BK W11-1 W20-5 RT C30 CA BK C30 CA W4-2 RT R9-11A LT R3-7 R1 R9-3A G20-2