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HomeMy WebLinkAboutUtilities Redline_PA2019-128 PROJECT REVIEW REQUEST COMMUNITY DEVELOPMENT DEPARTMENT Planning Division Please Distribute to: Date: 06/28/2019 Public Works-Keely/Cooke Utilities-J. Auger Please return PRR and Plans to Staff Planner Real Property-Wooding Makana Nova, Associate Planner 949-644-3249, mnova()-newportbeachca.gov Applicant: Stacey Brown Contact: John Tseheridis/ ATT Mobility Bechtel Infrastructure and Power 714-273-5261 6714-414-9040 Project Name SLC5637 AT&T Small Cell Site Minor Use Permit Address: 690 [CS] Newport Center Drive (SLC5637) PA2019-128 UP2019-037 A minor use permit for AT&T small cell telecommunications on Streetlight No. 5637 REPORT REQUESTED BY: 07/02/2019 Zoning Administrator HEARING DATE: TBD Check all that apply: Notes: ❑ No comments on the project 6 Pas T/, �4-/��y.,4-6_ E'-/. Up-s D,�ch�i/oaruu as presented. ❑ Application of Standard Code - - requirements are not expected to alter the project design. ❑ Recommended conditions of approval are attached. ❑ Application of Standard Code requirements or the attached conditions of approval will substantially impact or alter the design of the project. ❑ I contacted the applicant on ❑ To schedule an appt. for Code review ❑ To discuss the following (see notes) Signature Ext. Date Please indicate the approximate time spent on reviewing this project: Tmplt: 10/10/12 APPLICANT: IF USING II'X77" PLOT, DRAWINGS WILL BE HALF SCALE c ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN SITE NAME: NWPTB NODE 008A c ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS _ CONSTRUCTION DRAWING ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE SITE NUMBER: GRAN RLOS NWPTB 008 c�' t8ct PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT.CONFORMING TO °a THESE CODES. f� THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS & AUTHORIZE THE Mobility t 3 1. 2016 CALIFORNIA ADMINISTRATIVE CODE PROJECT: GRAN / SMALL CELL / PICO SUBCONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL DOCUMENTS ARE m i 2. 2016 CALIFORNIA BUILDING CODE �,/ ,,{-j�/,�� �/ �/C� SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT & MAY IMPOSE CHANGES OR 1452 EDINGER AVENUE,3rd FLOOR I v 3. 2016 CALIFORNIA ELECTRIC CODE USID #: 230804 C/I��fvT�rJ1Vs �/� I I MODIFICATIONS. D e 4. 2016 CALIFORNIA MECHANICAL CODE APPROVED BY: INITIALS: DATE: TUSTIN,CA 92780 5. 2016 CALIFORNIA PLUMBING CODE /V#p*Va z'&r1 CO-. � ° CODE 2 7. ANY6LOCACALL OBUI DINRNIAIG RE CODE AMENDMENTS TO THE ABOVE Ajy``L PACE #: MRLOS056709 P9s/ 711)//i/f�-3j/f AT&T RF ENGINEER: a e 8. CITY/COUNTY ORDINANCES `o ° /� u D�2 AT&T OPERATIONS: ENGINEER: E_ HANDICAP REQUIREMENTS: w FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED mow . SITE ACQUISITION MANAGER: ACCESS NOT REQUIRED IN ACCORDANCE WITH CALIFORNIA ADMINISTRATIVE a•'c 0 o STATE CODE PART 2, TITLE 24, CHAPTER 11B, SECTION 11038. PROJECT MANAGER: c m ZONING VENDOR: Iwo ) s_°= CODE COMPLIANCE LEASING VENDOR: CONSTRUCTION MANAGER: BECHTEL INFRASTRUCTURE oS*4�nat &t A/E MANAGER: AND POWER CORPORATION M ` 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 c i WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE; NO SANITARY SEWER SERVICE, POTABLE WATER. OR TRASH a DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS NEW. APPROVALS o m DRAWN BY: SAS �a SCOPE OF WORK: CHECKED BY: SRR GENERAL NOTES POLE TYPE : (N) CONCRETE POLE AT&T 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: ° a DIG ALERT POLE I D # 5637 STREET LIGHT POLE AND REMOVE (E) STREET LIGHT POLE AFTER C „ n INSTALLATION OF (N) POLE. REVISED TO INCLUDE - � 3 O6/O6/19 SAS t m ° °�^��°°r "°"U"°°"°' SITE ADDRESS : 690 CS NEWPORT CENTER DR. FRONT OF 2. INSTALL (1) (N) OMNI ANTENNA ON TOP OF (N) STREET LIGHT POLE. SCE FIN MAP - ; , DIAL TOLL FREE 3. INSTALL (2) (N) RRUS-2203, (1) (F) RRUS-2203 AND (1) (N) REVISED TO ADD CITY u9 1_800_277_2600 RRUS-2205 ON (N) STREET LIGHT POLE. 2 04I24/19 ASSIGNED ADDRESS SRR NEWPORT BEACH, CA 92660. 4. INSTALL (1) (N) SURGE PROTECTION DEVICE (SPD). ISSUED FOR m« AT LEAST TWO DAYS 0 02/Oi/19 PERMIT/CONSTRUCTION VSP m BEFORE YOU DIG 5. INSTALL AC POWER SUPPLY TO RRUS (TO BE PROVIDED BY AT&T MOBILITY). A 12/24/18 ISSUED FOR REVIEW AKS o m 6. INSTALL FIBER CABLE (TO BE PROVIDED BY AT&T WIRELINE) REV DATE DESCRIPTION m c PROPERTY OWNER: PUBLIC RIGHT OF WAY 7. INSTALL (1) (N) HANDHOLE 17"X30" (FIBER PULL BOX) APPROXIMATELY 0 3 ADDRESS: 690(CS1 NEWPORT CENTER DR., FRONT OF y f' 15' FROM (N) STREET LIGHT POLE LOCATION (BY AT&T WIRELINE). ucENSER: c c NEWPORT BEACH, CA 92660 1c ) } f 8. INSTALL (1) (N) HANDHOLE 17"x3O" (POWER PULL BOX) APPROXIMATELY 10 FROM (N) STREET LIGHT POLE LOCATION (BY AT&T MOBILITY). E E APPUCANT: AT&T �, '' , _ '• a ' - >e �'' s r! 9. INSTALL (1) (N) HANDHOLE 17"X30" (STREET LIGHT PULL BOX) p d ADDRESS: 1452 EDINGER AVE, 3rd FLOOR, TUSTIN, CA 92780 1n `o `o APPROXIMATELY 5' FROM (N) STREET LIGHT POLE LOCATION. E gr �' _•.t= 'q 10. GC TO TRENCH & INSTALL CONDUITS FOR POWER/FIBER AS REQUIRED. f LATITUDE: 33'37' 14.31"N aim 33.620642' x. u« LONGITUDE: 11T 52' 34.14' W MF Ph -117.876150' E y�<eNci o= LONGITUDE LATITUDE TYPE: NAO 83 SHEET DESCRIPTION EXPIRATION GATE: 09/30/2020 B �? GROUND ELEVATION (NAVD 88): ±196.05' AMSL TP s ADJACENT APN k: 442-101-27 , �j T-1 TITLE SHEET ZONING JURISDICTION: CITY OF NEWPORT BEACH ( )ORANGE COUNTY - - � i-. CT _ T-2 GENERAL NOTES,LEGEND AND ABBREVIATIONS m a CURRENT ZONING: PUBLIC RIGHT OF WAY �� M' PROJECT INFORMATION: ° y A-1 SITE PLAN 3 PROPOSED USE: UNMANNED TELECOMMUNICATIONS FACILITY ° a A-1.1 SCE FIM(FOR REFERENCE) na _ NWPTB_NODE 008A U SITE INFORMATION n A-2 ENLARGED SITE PLAN 690[CS]NEWPORT CENTER DR., A-3 ELEVATIONS FRONT OF NEWPORT BEACH,CA 92660. PROJECT MANAGER: ENGINEER: A4 SITE IMAGE&ELEVATION _ < AT&T Mobility Bechtel Infrastructure & Power Corp. '1 y> _ 1452 Edinger Ave. 16808 Armstrong Ave. A-5 EQUIPMENT DETAILS ° Tustin, CA 92780 Irvine, CA 92606 O '� �'., i CONTACT: Stacey Brown CONTACT: George Morales Z ''' O BECHTEL DRAWING NUMBER 714-273-5261 9 A-6 EQUIPMENT DETAILS c 949-372-4476 i �' w sF26134-617-CO-0000-00682_003 sb6766®att.com w i gmorales®bechtel.com E-1 ELECTRICAL AND GROUNDING DETAILS SAC/ZONING/PERMITTING: CONSTRUCTION GC: Of ! H m c m � s•. �:we.:�rz"�, - - �`''`° a m Bechtel Infrastructure & Power Corp. Bechtel Infrastructure & Power Corp. UD-1 AMERON POLE DWG.NO.1803-007 DETAILS(BY OTHERS) SHEET TITLE: m E a 16808 Armstrong Ave. 16808 Armstrong Ave. VICINITY MAP LOCAL MAP UD-2 POLE FOUNDATION DETAILS BY OTHERS m, m Irvine, CA 92606 Irvine, CA 92606 ( ) Nam CONTACT: John Tseheridis CONTACT: Jon Awerkomp TIRE SHEET A c ` 949-372-4519 949-372-4445 TCP-1 TRAFFIC CONTROL PLAN(BY OTHERS) jtseheri®bechtel.com jowerkam®bechtel.com DRIVING DIRECTIONS FROM AT&T TUSTIN OFFICE: SHEET INDEX N RF ENGINEER: SENIOR TECHNICAL PROJECT MANAGER: ©_`o J GET ON STATE RTE 55 S IN SANTA ANA FROM EDINGER AVE, CONTINUE ON STATE RTE 55 S. TAKE CA-73 S TO AT&T Mobility AT&T Mobility MACARTHUR BLVD IN NEWPORT BEACH. TAKE EXIT 14A FROM CA-73 S, MERGE ONTO MACARTHUR BLVD, TURN RIGHT ONTO .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: a Tustin, CA 92780 Tustin, CA 92780 ° CONTACT: Mahesh Kolur CONTACT: Dan Vozenilek CENTER DR, TURN RIGHT AT THE 2ND CROSS STREET ONTO SANTA CRUZ DR, SITE WILL BE ON THE RIGHT. SUBCONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON c THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY 714-566-7311 562-716-4647 m mk5852®att.com dv574pOatt.com DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. m�a T-1 L r a PROJECT TEAM DRIVING DIRECTIONS DO NOT SCALE DRAWINGS m; o 6 5 1 4 3 1 2 1 1 72 x 31 b' S ZE PSG= LEGEND 0 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.o , o m (E) MASONRY CHEMICAL GROUND ROD 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A �l�l ° GROUNDING CONDUCTOR e ( ) DIAGRAMMATIC OUTLINE ONLY, UNLESS NOTED OTHERWISE. HE WORK 00 7` L Q NEW ANTENNA %IT GROUND ROD ° 0 CONCRETE SD STORM DRAIN SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT. APPURTENANCES AND _. EXISTING ANTENNA W WATER LINE HALO GROUND CONNECTION LABOR DRAWINGS. EARTH TO COMPLETE ALL INSTALLATIONS AS INDICATED ON HE Mobility a ® GROUND ROD EARTH S SEWER LINE 1452 EDINGER AVENUE,3rd FLOOR 3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS SHALL VISIT THE m a 0 GRAVEL --�— CIRCUIT BREAKER JOB SITE AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS. FIELD TUSTIN,CA 92780 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. MECHANICAL GRND. CONN. UTILITY METER BASE ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE IMPLEMENTATION ENGINEER AND ENGINEER PRIOR TO PROCEEDING WITH n t 0 SAND FUSE. 512E AND TYPE AS INDICATED. THE WORK. 15 o CADWELD ® ® TRANSFORMER ENGINEER: E 5 WOOD CONT. �� 4. HE CONTRACTOR SHALL OBTAIN, IN WRITING, AUTHORIZATION TO PROCEED SAFETY SWITCH, 0 CATA V-6OA WH222 FUSES, NEMA 3R BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED OR O ENCLOSURE, SO D CATALOG N0. H222NR8 GROUND ACCESS WELL � WOOD BLOCKING IDENTIFIED BY HE CONTRACT DOCUMENTS. o e IT]�{ STEPDOWN TRANSFORMER MANUAL TRANSFER SWITCH, 2P-24OV-200A, NO FUSE, 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN c c �E ELECTRIC BOX '®""' ' STEEL NEMA 3R ENCLOSURE ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS i� 3 - DUPLEX, SPECIFICALLY INDICATED CENTERUNE LIGHTING FIXTURE, FLUORESCENT, 10.94'x 4'-0", 2/40W, E) GROUNDCTYPE. HUBBELSCATALOG #5 62 REGULATIONS TAKE PRECEDENCEISE OR WHERE LOCAL CODES OR v' T❑ TELEPHONE BOX ® SURFACE MOUNTING TYPE, HUBBELL LIGHTING CATALOG o #WSW232T 6. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT BECHTEL INFRASTRUCTURE o.� PROPERTY/LEASE LINE C� TOGGLE SWITCH, 1P-125V-15A, ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. o- LIGHTING FIXTURE, FLUORESCENT, 10.94" x 8'-0", 2/95W, S HUBBELL CATALOG HBL 1201CN AND POWER CORPORATION n LIGHT POLE B CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, - MATCH LINE SURFACE MOUNTING TYPE, HUBBELL LIGHTING CATALOG ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC o— #TWSM232r S 16808 ARMSTRONG AVENUE, TOGGLE SWITCH, 1P-12OV-15A, "WP' AUTHORITY REGARDING HE PERFORMANCE OF HE WORK. MECHANICAL AND v^ O FND. MONUMENT 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 MOUNTING TYPE, HUBBELL LIGHTING CATALOG NNRG-307 APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL OR 1/50W, HUBBELL LIGHTING CATALOG #NRG-121 AND STATE JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE IONIZATION SMOKE DETECTOR W/ALARM c E SPOT ELEVATION — GROUND CONDUCTOR EXIT SIGN, THERMOPLASTIC LED, SINGLE FACE, UNIVERSAL O HORN &AUXILIARY CONTACT, 120 VAC, REGULATIONS. v°m MOUNTING, W/BATTERY PACK, HUBBELL LIGHTING CATALOG CENTEX PART N0. 7100E 7. THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT HE WORK, DRAWN BY: SAS a ® SET POINT pPRB USING HE BEST SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SRR A COAXIAL CABLE O POLE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, CHECKED BY: o COMBINATION. EXIT SIGN & EMERGENCY LIGHTING, n' rr I HUBBELL LIGHTING CATALOG PRC Q TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALLo REVISION ou OVERHEAD SERVICE d PORTIONS OF THE WORK UNDER THE CONTRACT INCLUDING CONTACT AND o CONDUCTORS A (N) POLE MOUNTED XFMR COORDINATION WITH THE IMPLEMENTATION ENGINEER AND WITH THE REVISIONS: C EMERGENCY LIGHTING, 2/50W, HUBBELL LIGHTING CATALOG LANDLORD'S AUTHORIZED REPRESENTATIVE.GRID REFERENCE X CHAIN LINK FENCING L_f dHE6-50-2-R91 (E) POLE MOUNTED XFMR REVISED 1 INCLUDE — 8. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED AND 3 06/06119 SAS .m OHT/OHP OVERHEAD TELEPHONE/OVERHEAD POWER LIGHTING FIXTURE, INCANDESCENT, 1/100W, WALL FIRE CODE APPROVED MATERIALS. SCE FIN MAP E-m E e DETAIL REFERENCE MOUNTING TYPE, HUBBELL LIGHTING CATALOG REVISED TO ADD CITY o OHT OVERHEAD TELEPHONE LINE ®13RH-100-06-1 (N) PAD MOUNTED XFMR 9. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS 2 04/24/19 SRR ° THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL ASSIGNED ADDRESS ua /�\ LIGHTING FIXTURE, HALOGEN, QUARTZ, 1/300W, HUBBELL PORTIONS OF HE PROJECT AREA DURING CONSTRUCTION. ISSUED FOR m r r ELEVATION REFERENCE OHP OVERHEAD POWER LINE go LIGHTING CATALOG NOL-505 ® (E) PAD MOUNTED XFMR 0 02/01119 PERMIT/CONSTRUCTION VSP o "f—(y 10.DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR q 12/24118 ISSUED FOR REVIEW PKS t'c E POWER RUN O CLEARANCE FOR CABINET MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR °: CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF LIGHTING FIXTURE, 1/175W. METAL HALIDE, HUBBELL CAT REV DATE I DESCRIPTION BY m c X SECTION REFERENCE #MIC-0175H-336 THE WORK. $ - F/P FIBER/POWER RUN 0 11.REPRESENTATIONS OF TRUE NORTH, OTHER THAN HOSE FOUND ON THE 5/8"X 10'-0" ,CU. CND ROD 30" MIN. BELOW GRADE. PLOT OF SURVEY DRAWING, SHALL NOT BE USED TO IDENTIFY OR LICENSER: c c 2 ESTABLISH THE BEARING OF TRUE NORTH AT THE SITE. THE CONTRACTOR -- 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 o o EMT. ELECTRICAL METALLIC TUBING MTL. METAL TEMP. TEMPORARY NORTH, AND SHALL NOTIFY THE ENGINEER PRIOR TO PROCEEDING WITH E E A AMPERE E.N. EDGE NAIL MTS. MANUAL TRANSFER SWITCH THK. HICK(NESS) THE WORK IF ANY DISCREPANCY 15 FOUND BETWEEN THE VARIOUS I� A.B. ANCHOR BOLT ENCL. ENCLOSURE N NEUTRAL TMAS TOWER MOUNTED AMPUFIER ELEMENTS OF THE WORKING DRAWINGS AND HE TRUE NORTH trA o« ABV. ABOVE ENG. ENGINEER (N) NEW OC SUPPLY VOLTAGE) ORIENTATION AS DEPICTED ON THE CIVIL SURVEY. THE CONTRACTOR SHALL E AC ALTERNATE CURRENT AIR CONDITIONER EQ. EQUAL NEEM i A NATIONAL ELECTRICAL MANUFACTURERS ASSOC. T.N. OE NAIL ASSUME SOLE LIABILITY FOR ANY FAILURE TO NOTIFY THE ENGINEER. ACCA ANTENNA CABLE COVER BLY EXST. OR (E) EXISTING NO.v(/J) NUMBER T.O.A. TOP OF ANTENNA cw+ao ADD'L ADDITIONAL EXP. EXPANSION N.T.S. NOT TO SCALE T.O.C. TOP OF CURB 12. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT o A.F.F. ABOVE FINISHED FLOOR EXT. EXTERIOR OBIF OPTICAL BASEBAND INTERFACE T.O.F. TOP OF FOUNDATION EXISTING IMPROVEMENTS, PAVING, CURBS, VEGETATION, GALVANIZED A.F.C. ABOVE FINISHED GRADE F FUTURE OH OVERHEAD T.O.P. TOP OF PLATE (PARAPET) SURFACES, ETC.. AND UPON COMPLETION OF WORK REPAIR ANY DAMAGE A.G.L. ABOVE GROUND LEVEL FAB. FABRICATION(OR) O.C. ON CENTER T.O.S. TOP OF STEEL `2 qT�A c O1 AIC AMPERE INTERRUPTING CAPACITY FAC. FACTOR OPNG. OPENING T.O.W. TOP OF WALL THAT OCCURRED DURING CONSTRUCTION TO THE SATISFACTION OF AT&T. OF CA0 P ALUM. ALUMINUM �A FIRE ALARM P) POLE U.G. UNDER GROUND 13.KEEP GENERAL AREA Cl&W, HAZARD FREE, AND DISPOSE OF ALL GIRT, / B o c ALT. ALTERNATE F. FINISH FLOOR P PROPOSED EXPIRATION DATE: 09 30/2020 - ANT. ANTENNA F.G. FINISH GRADE P/C PRECAST CONCRETE U.L. UNDERWRITERS LABORATORY INC. DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING APPROX. APPROXIMATE(LY) FIN. FINISHED) 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 FUR. FLOOR PH PHASE UA.O. UNLESS NOTED OTHERWISE PAINT SPOTS, DUST OR SMUDGES OF ANY NATURE. 2- AT. AMPERE 7T�RIP FLUOR FLUORESCENT PLY. PLYWOOD v VOLT AWG. AMERICAN WIRE GAUGE FDN. FOUNDATION PNLBD PANELBOARD VAC VOLT ALTERNATING CURRENT OR BEFORE 14.BEFORE ORDERING AND m BATT. BATTERY F.O.C. FACE OF CONCRETE PPC POWER PROTECTION CABINET V.I.F. VERIFY IN FIELD / PROJECT INFORMATION: BD. BOARD F.O.M. FACE OF MASONRY PRC PRIMARY RADIO CABINET W WATT OR WIRE FABRICATING/CONSTRUCTING/INSTAWNG ANY ITEMS, VERIFY THE TYPES AND o BLDG. BUILDING F.O.S. FACE OF STUD PRI PRIMARY WD WIDE(WIDTH) QUANTITIES. BILK. BLOCK F.O.W. FACE OF WALL P.S.F. POUNDS PER SQUARE FOOT o BLKG. BLOCKING F.S. FINISH SURFACE P.S.I. POUNDS PER SQUARE INCH W/0 WITHOUT 15.CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE AND n¢ BM. BEAM FT.(') FOOT (FEET) P.T. PRESSURE TREATED W wood KEEP SAME ON SITE WHENEVER PERSONNEL ARE ON SITE. NWPTB_NODE 008A B.N. BOUNDARY NAILING FTC. FOOTING PUE PUBLIC UTILITY EASEMENT W.P. WEATHERPROOF OR. BRANCH FU FUSE PWR. POWER (CABINET) WT. WEIGHT 16. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE 690[CS]NEWPORT CENTER DR., BRKR. BREAKER G GROUND WTR. WIRELESS TRANSMISSION RATE ` o Ott. QUANTITY SITE AND NOTIFY THE PROJECT MANAGER OF ANY DISCREPANCIES BEFORE FRONT OF a BTCW. BARE TINNED COPPER WIRE GR GROWTH (CABINET) RAD.(R) RADIUS XFER TRANSFER BTS. BASE TRANSMISSION SYSTEM CA. GAUGE ,XFMR TRANSFORMER STARTING ANY WORK. d° Res RADIO BASE STATION NEWPORT BEACH,CA 92660. a« B.O.F. BOTTOM OF FOOTING GEN. GENERATOR (BASE STATION 3G NETWORKS) XLPE CROSS-LINK POLYETHYLENE c B/U BACK-UP CABINET GI. GALVANIZE(D) RCPT. RECEPTACLE D 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 C PLATE, PROPERTY LINE 10 WORKING DAYS OF PROJECT COMPLETION. m c CAB. CABINET GLB. (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 CPS GLOBAL POSITIONING SYSTEM FIGS. RIGID GALVANIZED STEEL MATERIALS TO BE INSTALLED AT THE SITE, THE CONTRACTOR SHALL FIELD COMA CODE-DIVISION MULTIPLE ACCESS (2G & 3C) GRND. GROUND RRU REMOTE RADIO UNIT VERIFY ALL DIMENSIONS INCLUDING AS-BUILT DIMENSIONS OF EXISTING BECHTEL DRAWING NUMBER o; CDUK CONSOLIDATION DISTRIBUTION UNIT KIT GSM GLOBAL SYSTEM MOBILE 2G+ MOBILE TECH.) (RADIO TRANSCEIVER) STRUCTURES OR STRUCTURAL ELEMENTS HAVING A BEARING ON HE C.I.P. CAST IN PLACE HDRC HARD DRAWN COPPER WIRE 26134-617-CO-0000-00682-003 ° CKT. CIRCUIT HDR. HEADER RX-AIT RECEIVER AIR INTERFACE TRAY SCOPE OF THE WORK TO BE PERFORMED. IF ANY DISCREPANCY IS FOUND c Z m CLG. CEILING HDR. HANGER SAF SAFETY BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND THE SCH. SCHEDULE - m c Z CUR. CLEAR HPS HIGH PRESSURE SODIUM DIMENSIONS OR CONDITIONS FOUND TO BE EXISTING IN THE FIELD, THE -°2 m CMU CONCRETE MASONRY UNIT (JAMB BLOCKS) HT. HEIGHT SC SMALL CELL CONTRACTOR SHALL NOTIFY THE ENGINEER AND OBTAIN DESIGN SHEET TITLE: `o ° m COL. COLUMN ICGB. ISOLATED COPPER GROUND BUS SDBC SOFT DRAWN BARE COPPER RESOLUTION PRIOR TO PROCEEDING WITH THE PORTION(S) OF THE WORK m m E« GONG. CONCRETE IN.(") INCH(ES1 SEC SECONDARY AFFECTED. THE CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY m m t CONN. CONNECTION(OR) I.L. INTEGRA SHE. SHEET GENERAL NOTES. LEGEND o n CONN. CONSTRUCTION V. INTEGRATED LOAD CENTER SIM. SHEET FAILURE TO SO NOTIFY HE ENGINEER AND OBTAIN RESOLUTION BEFORE c CONT. CONTINUOUS LB.(#) POUND(S) S.N. SOLID NEUTRAL PROCEEDING. AND ABBREVIATIONS A 1 m- d PENNY (NAILS) L.B. LAG BOLTS SPEC. SPECIFlCATION(S) m z a DBL. DOUBLE L.F. LINEAR FEET (FOOT) S SQUARE DC DIRECT CURRENT US. LENGTH S.S.S STAINLESS STEEL DEW DEMAND©° DEPT. DEPARTMENT DARD L. LONG(ITUDINAL� STL. STEEL lPS LOW PRESSUR SODIUM STRUC. STRUCTURAL D.F. DOUGLAS FIR LONG TERM EVOLUTION (4G MOBILE TECH.) • SHEET NUMBER: m w- DIAL DIAMETER MAS. MASONRY sWRF SWITCH SURFACE a^c DLAG. DIAGONAL MAX. MAXIMUM c u DIM. DIMENSION M.B. MACHINE BOLT DWG. DRAWING S) MECH. MECHANICAL c°i m 05 OWL. DOWELS MFR. MANUFACTURER m a EA. EACH MIN. MINIMUM t_.a EGG EMERGE NY GENERATOR RECEPTACLE misc. MISCELLANEOUS -2 EL. ELECTRICAL MLO MAIN LUGS ONLY m; c ELEV. ELEVATOR MTD. MOUNTED 3 1 6 1 5 1 4 3 1 2 1 1 22 z 34 V Alf PSC- . NOTES: APPLICANT: 1. IF DIMENSIONS SHOWN ON PLAN DO NOT SCALE c CORRECTLY, CHECK FOR REDUCTION OR ENLARGEMENT -r° FROM ORIGINAL PLANS. f a 2. UTILITY DESIGN AND RUNS ARE PRELIMINARY. PENDING F at&t a$ FINAL DESIGN FROM UTILITY PROVIDERS. Mobility 3. PULL BOXES AND LIDS SHALL BE SPECIFIED AS d m CONCRETE OR APPROVED EQUAL. ° ;x 1462EDINUST AVENUE. 0 FLOOR c a (E) BUILDING & { s TUSTIN,CA 92780 D ° 4. REMOVE EXISTING LIGHT POLES AND LIGHT BASE. PARKING LOT-- y, E REPLACE PARKWAY AND/OR SIDEWALK, IN KIND. 107'_ r <' 0 (E) BUILDING & w 5. CONTRACTOR TO PROTECT IN PLACE ALL SEWER AND B" - ° PARKING LOT `o o \ ENGINEER: E E WATER LATERALS WHICH CROSS UNDER/OVER THE _ PROPOSED ELECTRICAL TRENCHING. ` 6. ALL NEW LIGHT POLES SHALL RECEIVE A COATING TO , m PROTECT AGAINST GRAFFITI. ^/ 1� 3 s 7. GENERAL CONTRACTOR SHALL RE-LOCATE ANY SIGNS � �f,•. g o ON EXISTING LIGHT POLE TO A NEW LIGHT POLE. 7."� r \� BECHTEL INFRASTRUCTURE 8. EDGE OF NEW ASPHALT PATCH IS A MINIMUM OF AND POWER CORPORATION o` 1-FOOT FROM THE EDGE THE TRENCH, ON BOTH SIDES. - _M 'o .Q A ° q' , 16808 ARMSTRONG AVENUE, d� NEW ASPHALT SHALL BE PLACED (1-INCH) THAN THE ^ — (lj tit ° SUITE 225, IRVINE, CA 92606 o i EXISTING ASPHALT, AND A MINIMUM OF 4" THICK. REPLACE I s IN KIND. ¢ (� E Ao SAN cLEME �• , 9. WHERE THE EDGE OF NEW ASPHALT PATCH IS WITHIN N - `'` s �' DRAWN BY: SAS $ 2-FEET OF THE EDGE OF GUTTER ALL EXISTING ASPHALT TE DR �� $ / ` FROM THE EDGE OF GUTTER TO THE EDGE OF TRENCHFL °�`` CHECKED BY: SRR a SHOULD BE REMOVED AND REPLACED. IN THE FIELD THIS 3 IS REFERRED TO AS A 2 FOOT FLOATER. I G� REVISIONS: C a „ n 10. CONTRACTOR TO VERIFY SUB STRUCTURE LOCATIONS (E) HOTEL SINAGE (E) TREE REVISED TO INCLUDE 'o m PRIOR TO ANY EXCAVATION. u''y 3 06106/19 SCE FIN MAP SAS = E REVISED TO ADD CITY 11. ALL CONDUCTORS/WIRES & CONDUIT, SHALL BE 1 0 raj 2 04/24/19 SRR m o I _ ASSIGNED ADDRESS 'c v INSTALLED IN A NEAT AND TIDY FASHION. ALL EXCESS 38,-10 ISSUED FOR m« WIRE SLACK IS TOO BE REMOVED AND HIDDEN AS MUCH I 1 0 02/01119 pERM:SSUE STRUCTION VSP o AS POSSIBLE. l � a �y A 12124/18 ISSUED FOR REVIEW PKS o$ 12. ALL NEWLY INSTALLED EQUIPMENT SHALL BE PAINTED I ° ,uY.r " 4 �, KS REV DATE DESCRIPTION BY TO MATCH EXISTING POLE, AND OR SURROUNDINGS. \ o c UNLESS PROHIBITED BY MANUFACTURER. _ ��,- �'• 'i cc 50`-6' 50'-6' - a, LICENSER: 0 o SURVEY NOTE: /'• E E 1. THE PROPERTY UNE SHOWN HAS BEEN CREATED 101-0" �- (E) BUILDING & NATHOUT THE BENEFIT OF A SURVEY AND IS FOR m I r. + s s REFERENCE ONLY. ALL PROPERTY LINES, EASEMEN AND CC c i "2 LOT F ;, PARKING L TS —7 e�F a= SETBACKS SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION. BECHTEL DOES NOT GUARANTEE THE � "�5`m • g}�- '�'.R` ��� a ACCURACY OF SAID PROPERTY UNES, EASEMENTS, ROADS (E) PARKING LOT -- N (N) AT&T PROJECT LOCATION COW > 11 x• AND SETBACKS. THIS SITE PLAN IS NOT A SURVEY AND / � (E) GRASS AREA - SEE ENLARGED SITE PLAN- .�} e i IS PROVIDED FOR INFORMATION ONLY 1 2 t A.P.N: 442-101-27 ,, FOF CAI e` , EXPIRATION DATE: 09 30 2020 B A /[cc Pu([ eoxs gr�axtD ao�os v1Nc' Z as i i r j� uj ccf4 Covert 'c"*'/ S'3 Q mZ I 3I ? ' �c�,# •4 f ' PROJECT INFORMATION: 1 ca per,i t _' '; � rx ¢' '' �� NWPTB_NODE 008A ' 'W ,W � a .a ,. ` I CURB &',GUTTER )I--Iz - 690[CS]NEWPORT CENTER DR., 1 3 I7 - c i tv'� (E) TREE TYP FRONT OF a i o 1 s;. NEWPORT BEACH,CA 92660. (E) BUILDING c e B 1 t9 `o OZ 10 (E) BUILDING f i BECHTEL DRAWING NUMBER 0 26134-617-CO-0000-00682-003 ==a r t n o SHEET TITLE: a �« va � O a Lu $ SITE PLAN A 10 Q S ©°J DIG ALERT oaf • 1 '� SHEET NUMBER: %-4 y« o MDUMND SUM&W OF S"UN CaIIDW 22 DIAL TOLL FREE FULL SCALE 1"=30'-O" 1-800-277-2600 SITE PLAN 30 15 0 JO 60 FT c L v I AT LEAST TWO DAYS m i co BEFORE You DIG HALF SCALE 1"=60'-O" 6 5 4 Ir 3 1 2 1 1 22134 V SIZE Fsc- : . LEGEND: E (E) ELECTRICAL UG ROUTE APPLICANT: --------- ROW ---—--- PROPERTY LINE 9 ' at&t Mobility nU SAN cLE ' ' \ 1452 EDINGER AVENUE,3rd FLOOR MENTE p R ' I• TUSTIN,CA 02780 D o, , m� i' PIED TO C/L V4387 I >` I 96' 1-2 1/2" 98 I^ `o 96' 2-1/0 1-2XLP M 98 ' I ENGINEER: >o M4389 TO C/L V4387 314' 4-5" 72 1 =m ' 214' 3-750XLP-12KV 72 ' BECHTEL INFRASTRUCTURE 214'-3-1000 XLP-12 KV 79 AND POWER CORPORATION 22 I _ 16808 ARMSTRONG AVENUE, o f PROPOSED POLE ' \�� SUITE 225, IRVINE, CA 92606 LOCATIONii DRAWN BY: SAS ` 2m \ CHECKED BY: SRR ^ 101'-p" i X69372 TO C/L 56936 \\ a , I \ REVISIONS: 284' -4' CUST \ « 1 i 284' 3-350XLP-12KV 85 \ C e I 284' 3-1/OXLP-12KV 85 \\\ w ' I N \ - n 12'-0" I I tL p[ 1 0 1 ' E 1 og I LY I 1 SCE FIN MAP SAS o REVISED TO INCLUDE 3 06/06/1 o:E ' N ' REV DATE DESCRIPTION mm i i II 1 c LICENSER: n o I I Q I 6 o I D48 z I E€ M5104388 72 Q 4'6"X8'6"X7, (n - i I D52 i I X6937 TO V6938 m ' ' 125' 2-4' CUST g I 125' 3-350XLP-12KV 85 1 i I 125' 3-1/OXLP-12KV 85 NOTE:SCE FACILITIES INVENTORY MAP IS B 1 1 \ PRESENTED HEREIN AS A REFERENCE ONLY AND THE o rn I i I —'—--————— RECORD VERSION IS AVAILABLE FROM SCE. c 0 y PROJECT INFORMATION: F112 1 \\ ___ \ NWPTB_NODE 008A nm I' X5206937 ' 690ICS]NEWPORT CENTER DR., 2'6"X4'X3'6" CUST v P6939 TO X6937 N. FRONT OF a I 15' 1-4 CUST \ • . i V-6„ \N NEWPORT BEACH,CA 92660. ). F 5 BECHTEL DRAWING NUMBER 26134-617-CO-0000-00682-003 P5206939 206938 72"X94" CUST 1 12'X30'X17' CUST SHEET TITLE: 3/833/12 277/480 i m 1 `u `o I I 15/12 FOUR SEASONS HOTEL SCE FlM a E a (FOR REFERENCE) A 1 B << t I O 1 cc; 1 SHEET NUMBER:J 1 �oz c a FULL SCALE 1"=20'-0" o„ t SCE FIM POWER LOCATION AND ROUTES 20 10 o zo aoFr m m a HALF SCALE 1"=40'-O" 6 1 5 1 4 3 1 2 1 1 22 x 34 U' SEE Psc- APPLICANT: c I o � `oo N I ° at&t f 0 i Mobility o ; 1452 EDINGER AVENUE,3rd FLOOR c` 1 r TUSTIN,CA 92780 D (E) STORM DRAIN t s,' I �(E) 12"X18" POWER HAND HOLE i tt ip Q" r AT&T TO REMOVE (E) STREET LIGHT POLE a t 05637 AFTER INSTALLATION OF (N) POLE. ALL s I r o: CONCRETE & ASPHALT WORKS TO BE DONE PER °'� ENGINEER: €= CRY OF NEWPORT BEACH STANDARDS-- _ iPON AT&T TO INSTALL (N) STREET LIGHT POLE ON (N) POLE FOUNDATION PER e ; MANUFACTURER SPECIFICATIONS AT 690 w [CS] NEWPORT CENTER DR., FRONT OF ry; 5WRIJBS M I ai i BECHTEL INFRASTRUCTURE AND POWER CORPORATION n A-5 A-5 o�r/ 16808 ARMSTRONG AVENUE, INSTALL (N) 10' DlA OMNI ANTENNA & 12' DIA SUITE 225, IRVINE, CA 92606 oz wo COMMSCOPE SHROUD ON TOP OF (N) STREET LIGHT POLE �' it A-5 A-5 A-5 DRAWN BY: SAS a o (2) (N) & (1) (F) RRUS 2203, (1) (N) RRUS \ n I CHECKED BY: SRR 0 2205 & (1) (N) SPD TO BE INSTALLED WITHIN SIDEWALK (E) GRASS AREA c ` COMMSCOPE 12' DIA SHROUD ON TOP OF (N) I REVISIONS: C STREET LIGHT POLE --—--- --- ---------- „ 0 1 3 06/06/19 REVISED TO SCE FIN MAP UDE SAS f E REVISED TO ADD CITY 1 r 2 04/24/19 SRR t A-3 3' r ASSIGNED ADDRESS I0 02/01/19 ISSUED FOR VSP ` c N -V, 8,- ii PERMIT/CONSTRUCTION ADA COMPLAINT ZD A 12/24/18 ISSUED FOR REVIEW PKS REV DATE DESCRIPTION BY o -- i� Q I LICENSER: 1 2 �� (E) HOTEL SIGNAGE (N) 17-X30- STREET LIGHT PULL BOX 1 , (TO BE INSTALLED BY AT&T) - _._----._----- O C80140 3� \ °t n rn A_6 o r• i, \ \ I FOF CAO (N) 10 CONDUIT FOR POWER WITHIN (N) POWER/FIBER > " ?' \ 1 _.-._.._-_— 0 CONDUrr EXPIRATION DATE: o9/ao/2o2o B TRENCH ROUTED TO (N) POLE LOCATION (*17'-0' ' ` i TRENCH ROUTED T00(N)PPOLE LOCATION OWER WrrHIN N(*2WER0;FIBER z. - m c A-5 A-S 1 4 5 PROJECT INFORMATION: 0 0 o (N) 17-X30- POWER PULL BOX EQUIPPED WITH FUSED o 1• r as SPLICE BOX (WTR), INSTALLED BY AT&T MOBILITY ;;, i NWPTB_NODE 008A (, 690(CS]NEWPORT CENTER DR., a o A�6 E81 E91 ri` I ' FRONT OF a; NEWPORT BEACH,CA 92660. N 2'0 CONDUR WITHIN N FIBER TRENCH e ROUTED TO (N) POLE LOCATION (t22'-D _ i AP.N: 050-451-OB ' - 0 1 4 5 • i BECHTEL DRAWING NUMBER o A-5 A-5 I ° z d - 2613 82 4-617-CO-0000-006 -003 o Z (N) 17'X30' FIBER PULL BOX TO ° BE INSTALLED BY AT&T WIRELINE ---- 1 (E) GRASS AREA '_- % ---------- I I w ° � O SHEET TITLE: n m Nca A-6 r u z r a (E) TREE ENLARGED SITE PLAN A s- r Q � N U I ar DIG ALERT ,2' � m 9'-O" � � 1 SHEET NUMBER: e_ uorarno"soma Am or sam m auorau } -DIAL TOLL FREE FULL SCALE 3/8 1'-0,. c uF t - 1-800-277-2600 2' 0 2 4 6 FT o T LEAST TWO ABEFORE ou oc HALF SCALE ENLARGED SITE PLAN -2 3/16"=1'-0" 6 5 4 3 1 2 1 71 x 34 V 9k Psc- : . NOTE: APPLICANT: 1. ALL CONDUCTORS/WIRES & CONDUIT, SHALL BE CONCEALED INSIDE (N) POLE AND SHROUDED. `0 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 a Q�t 4. GC TO DETERMINE THE SIZE OF (E) POLE FOUNDATION AND (N) POLE FOUNDATION TO BE ALIGNED ACCORDINGLY. {.+I�VC o 5. STRUCTURAL ANALYSIS AND DESIGN OF (N) POLE AND ITS FOUNDATION TO BE DONE BY OTHERS. Mobility m d 1452 EDINGER AVENUE,3rd FLOOR TUSTIN,CA 92780 0 °c .2 (3) (N) RRUS 2203/2205 (STACKABLE) TOP OF__(NIAT&T ANTENNA 2 (1) (F) RRUS 2203 & EU V. 34-9 A.G.L RAD CENTER OF N) AT&T ANTENNA _ TOP OF N AT&T ANTENNA c o (1) (N) SURGE PROTECTION DEVICE (SPD) ELEV. 33 9'-C (G.L) ELEV. 34-9 A.G.L ENGINEER: E _RAD CENTER OF N AT&T ANTENNA ELEV. 33r�(A.G.L - (N)10" DIA GALTRONICS OMNI ANTENNA--- (1)(F)RRU 2203 RRU /�OS (STACKABLE) o TOP OF N LUMINAIRE o (N)10' DIA GALTRONICS OMNI ANTENNA ELEV. 30-3 A.G.L V, (N)12- DIA COMMSCOPE SHROUD 9 o h TOP OF (E) LUMINAIRE _ 1'' (N)12- DIA COMMSCOPE SHROUD TOP OF (N) LUMINAIRES ELEV. 30'-2" (A.G.L) i�==� ELEV. 30-3' A.G.L BECHTEL INFRASTRUCTURE rT TOP OF N STREET LIGHT POLE h TOP OF (N) STREET LIGHT POLE AND POWER CORPORATION o^ ELEV. 29-3 A.G.L ELEV. 29-3' A.G.L II 16808 ARMSTRONG AVENUE, o I (N) LUMINAIRE & MOUNTING ARM ffi Z i i VICE DE ) SURGE p PROTECTION (N) LUMINAIRE & MOUNTING ARM SUITE 225, IRVINE, CA 92606 c I ' E BOTTOM OF N RF SIGNAGE (N) RF SIGNAGE ELEV. 26'-0" (A.G.L) DRAWN BY: SAS (N)STREET LIGHT POLE DESIGN CHECKED BY: SRR o I I REQUIREMENTS: 1. INSIDE RISER FOR FIBER, AT&T TO REMOVE (E) STREET i i POWER & GROUNDING REVISIONS: C LIGHT POLE (/ 5637) AFTER INSTALLATION OF (N) POLE I 3 06/06/19 REVISED TO INCLUDE SAS SCE FIN MAP s; (N) 11.8" DIA STREET LIGHT POLE REVISED TO ADD CITY 2 o4lza/1s I #5637 (TO BE INSTALLED BY AT&T) (N)STREET LIGHT POLE DESIGN SRR m i i REQUIREMENTS: 0 02/01/1g ASSIGNED FOR ESS VS P s i i 1. INSIDE RISER FOR FIBER, A 12/24/18 P ISSUED I FOR REVIEW NPBY S z o I I POWER & GROUNDING a c I I REV DATE DESCRIPTION o c I I n u I I LICENSER: o i i -- - - (N) 11.8" DIA STREET LIGHT POLE 05637 `o o E€ (TO BE INSTALLED BY AT&T) I I QfpF c � I I c eoiaa o I I OF CAO u- I I Jy°a `yP c4= i BOTTOM OF N RF SIGNAGE -(N) RF SIGNAGE EXPIRATION DATE: 09/30/2020 B RELOCATED (E) ELEV. 9-0 A.G.L SIGNAGE I I �• I I mD _TOP OF E SIGNAGE (E) SHRUBS TOP OF E SIGNAGE - PROJECT INFORMATION: Y ELEV. 6'-5" (A.G.L) (GC TO REPLACE THE SHRUBS ELEV. 6-5' (A G.L) RELOCATEDBOARRELOCATED (E) SIGN o. TO ITS ORIGINAL KIND) na I (E) SHRUBS (GC TO REPLACE THE SHRUBS NWPTB_NODE 008A " o TOP OF E CURB 5'-0" 5'-0" 5'-0" 5'-0" 9'-0" S-4" TO ITS ORIGINAL KIND) 690[CS]NEWPORT CENTER ., ELEV. 0-0 -- FRONT OF ' TOP OF (E) CURB & GUTTER NEWPORT BEACH,CA 92660. a a F t E CURB ELEV. 0-0 ate' i f� - ` (E) CURB 80 .1— P^ GUTTER i ( (E) SIDEWALK r BECHTEL DRAWING NUMBER ° ; l.Ir •r 26134-617—CO-0000-00682-003 zo E 3 w < SHEET TITLE: (N) STREET (N) AT&T FIBER .7'= ° € SEE NOTE 4 `.�' LIGHT PULL BOX PULL BOX a '< "_ (N) 4'X4'X4.5' CONCRETE i:.•:.:,:�:i (��C PULL BOX POWER (N) 4'X4'X4.5' CONCRETE ::., ELEVATIONS A POLE FOUNDATION TO BE Cep►tNT POLE FOUNDATION TO BE INSTALLED BY AT&T 0 o j INSTALLED BY AT&T- - E-- ?TMINLESf fT�iEL 3�2 SHEET NUMBER: e o 0 0 FULL SCALE 3/8"=l'-O" FULL SCALE 3/8"=1'-0" 2 ° 2 a 6 FT PROPOSED NORTH ELEVATION 2' ° 2 4 6 Fr t o` PROPOSED WEST ELEVATION -3 HALF SCALE 3/16"=l'-O" (E) POLE NOT SHOWN FOR CLARITY HALF SCALE 3/16"=1'-0" 6 1 5 1 4 It 3 2 1 22x34V SIZE Psc- . . (a) 5rree7" Li9yT PUG- sh*a T3f ra-meleb �w> >-eovee'eo rQ CA113 APPLICANT: -, fl.I►*Wep co,vrr - ror sh*rl Purch1jim new s -•►eel >r�;ls�' o� �� sr�'ee; G9hi Pope is rrvAvPr�/r�D fog rV �m� 4�Wr�'�fCTd at&t mt ; y/�►s1/ vlspdgle G'�yip pmCZ q /1LT/ Mobility a° NO C�ZI,�fF1 1452 EDINGER AVENUE,3fd FLOOR a v c< TUSTIN,CA 92780 0 r� s x c b �:1`, ENGINEER: c 3 'u `u 2 i TOP OF (E) LUMINIRE ELEV. 30'-2" (A.G.L) BECHTEL INFRASTRUCTURE "' �� 'VZW 4 w ov.;, AND POWER CORPORATION 16808 ARMSTRONG AVENUE, SUITE 225, IRVINE, CA 92606 0 =o a E d"o DRAWN BY: SAS CHECKED BY: SRR m o a REVISIONS: C a `� ' , i.c REVISED TO INCLUDE r�N 3 06/06/19 SAS o `o SCE FIN MAP l i E i F r * i REVISED TO ADD CITY '?'s d�`.<< $ 2 04124/19 ASSIGNED ADDRESS SRR m v 0 02/01/19 ISSUED FOR VSP 1I PERMIT/CONSTRUCTION 4 A 12/24/18 ISSUED FOR REVIEW PKS REV GATE DESCRIPTION BY ? g a u i d LICENSER: Q. (E) CITY STREET LIGHT POLE #5637 o �t v � camao >� o� i FOF rp1.\ t EXPIRATION DATE: 09/30/2020 B o roc L. U m� TOP OF E SIGNAGE PROJECT INFORMATION: ELEV. 6'-5" (A.G.L) na NWPTB_NODE 008A �e 3'-4" 690[CS]NEWPORT CENTER DR., a 8 FRONT OF a TOP OF E CURB NEWPORT BEACH,CA 92660. = ELEV. 0'-0" (E) CURB & GUTTER a c 9'-01, IS 2^ (E) SIDEWALK ( � c BECHTEL DRAWING NUMBER 26134-617—CO-0000-00682-003 P 9 wo SHEET TITLE: U 2 c n m= SITE IMAGE & ELEVATION A mxa N �J � O s ar � w� 1 SHEET NUMBER: o m FULL SCALE 3/8"=1'-0" m EXISTING SITE IMAGE EXISTING NORTH ELEVATION 2' ° 2 4 6 FT to u t a m TSEE02TM ; ° 2 HALF SCALE 3/16 1'-0"' -4 6 1 5 1 4 T3 1 2 1 1 12 1 34 V SIZE PSC- . . (1) NEW OMNI ANTENNA ATOP OF NEW 1. AFFIX 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) c ---(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-p14 AWG(13- 2MM.) MECHANICAL SPECIFICATIONS WITHIN SHROUD AND (1) NEW 2203 TERMINAL BLOCK g10-p26 AWG(6-0.14MM.) `o FUTURE 2. SIGNS OR DECALS SHALL BE MADE Of WEATHER, CORROSION AND ULTRAVIOLET ENVIRONMENTAL INGRESS PROTECTION(IP)RATING: NEMA 4X DIMENSIONS (HEIGHTxDIAMETER): 24.9 x 10 INCHES l A La ( ) (UV) RESISTANT MATERIALS. AT A MINIMUM, EACH SIGN OR DEAL SHALL INDICATE THE; OPERATION TEMPERATURE: ('C)-40'C TO+so-C (634 x 255 mm) LX, 1 0 36,-0" ANTENNA OWNER/ OPERATORS NAME, EMERGENCY 24-HOUR CONTACT NUMBER, - STORAGE TEMPERATURE: (•c)-70•c TO+Bo'C VC UNIQUE IDENTIFIER FOR THE ANTENNA SITE, AND SCE EQUIPMENT CATALOG NUMBER ENCLOSURE TYPE(OUTDOOR)POLYCARBONATE: UL 94V-0 RATED WEIGHT EXCL MOUNTING BRACKETS: 17.2lbs (7.8 kg) Mobility FOR POLE TOP INSTALLATIONS (WHEN INSTALLING ON SCE POLES). ENCLOSURE DIMENSION: (L •w•H)6.SB'x 5.06'X 1o.oe' [217 .128 •256 MM] NO. OF CONNECTORS 10 % 4.3-10 DIN FEMALE 3. SIGN "A" IS TO BE MADE ON 32 MIL ALUMINUM SHEETING. METAL W/ BAKED WEIGHT. 2.25 LBS[1.02KG] CONNECTOR TYPE & 10 X 4.3-10 DIN FEMALE 1452 EDINGER AVENUE,3rd FLOOR << ENAMEL FINISH FREQUENCY BAND [MHz]: 1695-23600\3550-3700\5150-5925 TUSTIN,CA 92780 D (1) NEW LUMINAIRE PER 6• ELECTRICAL �•o UTILITY REQUIREMENTS SURGE PROTECTION DEVICE(SPD)TYPE TO UL: STRIKESORS 30-A 4 X 4.3-10 DIN FEMALE p NUMBER OF CIRCUITS PROTECTED: 4 (1695-23600) MHz SURGE PROTECTIVE DEVICE(SPD)TYPE PER UL 1449 4TH EDITION: TYPE 2 COMPONENT d EXISTING CURB O O ASSEMBLY 4 X 4.3-10 DIN FEMALE a a NOTICE SURGE PROTECTION DEVICE(SPD)CLASS TO IEC W643-1t: CLASS II (3550-3700) MHz ENGINEER: (1) NEW DISCONNECT WITH INTEGRATED NOMINAL OPERATING VOLTAGE[U.) 120 v I 2 X 4.3-10 DIN FEMALE SURGE PROTECTION WITHIN SHROUD NOMINAL DISCHARGE CURRENT[I.]PER 4TH EDITION: 20 NA 6/20 MS .°- MAXIMUM DISCHARGE CURRENT(Iw)PER ECC 61 61643-11 60 KA 8/20 MS (5150-5950) MHz [ MAXIMUM CONTINUOUS OPERATING VOLTAGE[U.](MCOV)ISOV o e PLAN VIEW (� VOLTAGE PROTECTION LEVEL(UrJ PER IEC 61643-11: 700V MAX WIND SPEED: 150 mph m �7 VOLTAGE PROTECTION RATING(VPR): 20 KA 8/20 RADOME MATERIAL: ASA of, v e ; SUPPRESSION TECHNOLOGY: MOV PROTECTION MODES(DUAL MODE): LINE TO NEUTRAL,NEUTRAL TO GROUND e a AT&T operates antennae at this structure. STRIKESORB MODULES ARE COMPLIANT TO THE FOLLOWING SURGE PROTECTIVE DEVICE BECHTEL INFRASTRUCTURE NEW TIEDOMN ANTENNA Above req Point you ale entering on area when AND POWER CORPORATION •O (SPD)STANDARDS: / CONCEAL ON TOP OF radio frequency(RF)fields may exceed the FCC UL 1449 4TH EDITION: 2011,IEC 61643-11: 2011,EN 61643-11: 2012,IEEE C52.11: 2005, N CONCEALMENT SHROUD. Oeeupationol Exposure LImile. IEEE C62.41: 2002,IEEE C62.45: 2002,NEMA-LS-1 CERTIFICATION UL,VDE,CE r ° O� 16808 ARMSTRONG AVENUE, G Follow safety guidelines for working in an RF environment 10.28" 0 oO �° SUITE 225, IRVINE, CA 92606 c z 8.59" ti =a w« Contact AT&T at SDO-638-2822 and follow their o POLE TOP CONCEALMENT instmetions prior to performing any maintenance v e BY COMMSCOPE or repairs above this point oO Q° BY: SAS a e Caution Sign#5 This h AT&T site USID:230804 7 SRR ® CHECKED BY: n°= O a s6 _ «? MOUNTING HOLES, 16 a REVISIONS: °c TYP. (AS REQ'D) O oOo O BOTTOM C Lri o. a 4. RF RADIATION SAFETY SIGNS SHALL BE POSTED ONLY WHEN REQUIRED BY RF 1"-14 BOLT 3 06/06/19 REVISED TO INCLUDE a_ 4. 0 o ENGINEERING OR LOCAL JURISDICTIONAL REQUIREMENTS. RF ENGINEERING SHALL SCE FIN MAP f E NEW LUMINAIRE AND INDICATE THE TYPE AND LOCATION OF RF RADIATION SAFETY SIGNS THAT SHALL BE 465.25 Fl e c ARM TO MATCH POSTED WHEN REQUIRED AT A SITE. 'AT&T' SHALL BE NOTIFIED IF A SIGN IS a '.0" PART NO.G02410-06621-111(GRAY) 2 04/24/19 REVISED TO ADD CITY SRR EXISTING ASSIGNED ADDRESS REQUIRED TO BE INSTALLED AT A SITE. FRONT SIDE BOTTOM 10.0" PART NO.G02410-06621-611(BROWN) ISSUED FOR m« D_ 5, RF RADIATION NOTICE SAFETY SIGN SYMBOLS AND COLORING MUST CONFORM PART NO.GQ2410-06621-Bl1(BLACK) 0 02/01/19 PERMIT/CONSTRUCTION VSP S I (N) 6"X6"RF SIGNAGE PART NO.GQ2410-06621-C11(CHROME) A 12/24/18 ISSUED FOR REVIEW PKS c TO THE ANSI STANDARD Z535.3 FOR RADIO FREQUENCY ENERGY AND CURRENT FRONT 0 o e FLOW SYMBOLS. REV DATE DESCRIPTION BY RF NOTICE SIGNAGE 6 DISCONNECT (SPD) SPECIFICATIONS 3 ANTENNA SPECIFICATIONS ac a o a .o u° LICENSER: I SCORE LINE TO SCORE LINE CONCRETE SIDEWALK ERICSSON-REMOTE RADIO UNITS 2203/2205 - (1) 2" & (2) 1" RIGID `` NOTICE z WIDTH VARIES (NOTES 1 AND 2) o. CONDUIT FOR POWER AND �rt0'1J TOP OF SIDEWALK MECHANICAL SPECIFICATIONS F18ER WITHIN ` RF energy emitted by this device may exceed the FCC's general DIMENSIONS (WxDxH): 7.87"x7.87"x3.94",INCLUDING -` I _ _ public exposure limits.Stay at least 1 foot away from the device. MOUNTING BRACKET AND P OCRETE POLE_o fCa11 800-638-2822/or help i/you need access within 1/oaf a UNTREATED BASE ESTHETIC FRONT COVER MATERIAL (TYP.) VOLUME AND WEIGHT: 4 LITRES AND < 4.5 kg [d' ceouo ° in COMPACTED TO 90% (9.92 Ibs) 2 w :' AVAILABLE FROM EXCEL SIGN AND DECAL: o MOUNTING: WALL AND POLE MOUNT o` f' c of 1 http://www.weneedsigns.com/home.php?cal+1135 AND CLICK ON I f / c O 0. (4) 3/4"-10 OUNC X 5" MOUNT AT&T n / - NOTES, THROUGH THE INTERFACE SPECIFICATIONS: [I 1 FOF�LI w - PH: 510-651-0445 c o w a BOLTS WITH LT CIRCLE NUTS O BIT E CONCRETE SHALL BE 4 1 o c a ON 9.45"BOLT CIRCLE FOR TOP • N01-DC-16 1•'X6" NOTICE DECAL O ANTENNA PORTS: 2 x 4.3-10(F) EXPIRATION DATE: 09/30/2020 B L/- } / MADE. CONTRACTOR SHALL MOUNT ATTACHMENT WITH (4) 3/4' "For 1 Fool Distance"VINYL DECAL WITH ADHESIVE BACKING :CPRIt" S REMOVE/REPAIR THE (E) 2 x 2.5/5ABL Cbps o< WASHERS SS HHMS E (4) 3/4" CUT SQUARE CUT SECTIONS. (EXCHANGEABLE SFP WASHERS (BY OTHERS) ALONG THE PROPOSED MODULES) ISO m a (N 6"X6"RF SIGNAGE N z TRENCH PER CITY STANDARD Place three NOTICE sticker at the bottom of the - OPTICAL INDICATORS: 6 PROJECT INFORMATION: ii I 6 r front of the radome of each antenna. 2. TOP OF PULL BOX TO BE EXTERNAL ALARM: 2 - (1) 1" CONDUIT FOR FLUSH WITH THE CONCRETE FIELD GROUND: 1 tl 180' AT&T POWER EQ. 6" EQ. WALKWAY. na C EQUIPMENT 1. GENERAL CONTRACTOR TO REVIEW AND ADHERE TO THE PVC CONDUIT 12" o. APPENDIX OF THE COMPLIANCE DOCUMENTATION FOR EACH SITE NWPTB NODE 008A --- OMNI ANTENNA DISCLAIMER LABEL 7 CONCRETE TRENCH DETAIL 4 POWERRUCPLSPECIFICAT-8SV OC OR 100 -250 V AC 7'87 690[CS]N WPORT FRONT OF CENTER DR., t 90' Q C 27o NEWPORT BEACH,CA 92660. NOTES: POWER OUTPUT: 97 WATTS MAX c 1. FOR POLE CONCRETE SIDEWALK MIN. 3" UNTREATED BASE a' c DETAILS AND /'-"NEW OMNI ANTENNA MOUNTED ON (NOTES 1 AND 2) MATERIAL (TYP) MAX HEAT DISSIPATION: 90 WATTS n ---- - FOUNDATION SEE TOP OF CONCEALMENT SHROUD. TOP OF SIDEWA K MINIMUM AC FUSE RATING: 6 AMP .. AMERON DRAWINGS. 2 C (1) 2"CONDUIT FOR 1 TOP BECHTEL DRAWING NUMBER u; ti AT&T FIBER CABLES (1)NEW RADIO 2205 O a d 0• WITHIN COMMSCOPE 26134-617-CO-0000-00682-003 (2)NEW RADIO 2203 WITHIN ; POWER CONCEALMENT------ - COMMSCOPE CONCEALMENT z > / c n CONDUIT FOR o z_I 7.87" 7.87" 3.94' w o POLE TOP DETAIL LUMINAIRE 2 I N �/ )may SHEET TITLE: a, NEW FOUNDATION PER V o n rn MANUFACTURER SPECIFICATIONS / `.. 2 .- (TO BE INSTALLED BY AT&T) POLE TOP CONCEALMENT EQUIPMENT DETAILS A BY COMMSCOPE m o o;�• a (1)NEW RADIO 2203 #SSC-760236966-4 / MOLES: n WITHIN COMMSCOPE / NO CUTS THROUGH THE (E) O 3 CONCEALMENT - (1) NEW DISCONNECT WITH -- -- - CONCRETE SHALL BE MADE. OO c �L NOTES: (FUTURE INTEGRATED SURGE CONTRACTOR SHALL REMOVE/REPAIR '-.. PROTECTION WITHIN SHROUD THE (E) SQUARE CUT SECTIONS. SHEET NUMBER: POLE BY AMERON OR APPROVED EQUAL. 2.0 PVC CONDUIT 4 ALONG THE PROPOSED TRENCH PER FRONT BACK SIDE v 0 2. NEW WIRING AND CONDUIT PER UTILITY 12" o Mo REQUIREMENTS 3 BOTTOM OF TRENCH - CITY STANDARD m° (N) CONCRETE POLE TO 45' BEND MAX WITH 3'-O" 1. TOP OF PULL BOX TO BE -6a 8E STALLED BY AT&T RADIUS PVC SWEEP- I FLUSH WITH THE CONCRETE WALKWAY. _ 5 POLE DETAIL 10 10 CONCEALMENT DETAILS $ CONDUIT STUB-UP/TRENCH DETAIL 5 RRU SPECIFICATIONS 2 m3o 6fit A 5 1 4 T 3 _ ......... -,.......--._._.,...,,,,_»_... Psc- . . MIN. 6-PORT MID/HIGH APPLICANT: BAND ANTENNA ANTENNA OPTIONS' /PCS/ 5CHZ SINGLE ( 1NA GHz) + 2 PORTS WITH MIN. PORTS WCS MID BAND F HIGH-BAND (2 G ��^ n FUTURE (F)/ ALTERNERN ATE PRODUCTS �XJC TO SUPPORTS LOW-BAND AND/OR o ` + I + I + I 3.5 GHz. Mobility j POSSIBILITY TO USE INTEGRATED RRU ANTENNA' 1452 EDINGER AVENUE,3rd FLOOR c a TUSTIN,CA 92780 D ' c WEIGHT ATTACHED o= ATTACHMENT ITEM MANUFACTURER NO. OF ATTACHMENTS SIZE (L-M-XD' WEIGHT (LBS) ABOVE TOP OF POLE WEIGHT ATTACHED TO SPECIFICATIONS LOS SM OF POLE (LI3S) cL e ° ANTENNA GALTRONICS 1 24.9" x 10.0" 19 19 N/A ENGINEER: E c RRU-2203/2205 ERICSSON 4 7.9" x 7.9" x 4.0" 11 44 N/A I x1 rx2 I I n i rx2 I UAL SUPPORT °m (N) / BRACKET 0 o 20 MOUNTING BRACKET COMMSCOPE (INCLUDED BELOW N A RU— MOUTG A T I( � ) / I RRU-1 I I RRU-3 I i NOT USED BECHTEL INFRASTRUCTURE a S RRU OPTIONS: E ANTENNA SHROUD SSC-760236966 1 41.3" x 12.0" 58 58 N/A I I RRU-t/RRU-2: 2xRADIOS °^ 2203-4T4R PCS/BE/825 OR AND POWER CORPORATION AWS o RRU SHROUD COMMSCOPE (INCLUDED ABOVE) N/A RRU/B66 1X2XRADIOS 16808 ARMSTRONG AVENUE, a I 2205-2T2R SUITE 225, IRVINE, CA 92606 u= m x x 8/46/5GHz. DIPLEXER N/A I rx1 N rx2 I I 2203-4T4R PCS/BE/825 OR v E ( AWS/B66A - a o OTHER: SURGE RAYCAP 1 8.58" x 5.06" x 10.08" 2.25 2.25 N/A PROTECTION DEVICE a RRU-2 a 203 USE/OF DOUBLE BRACKRETS m DRAWN BY: SAS a AC POWER CHECKED BY: SRR n TOTAL 123.25 AC CABLE CPRI CHAIN FOR ALL RRU o c o FIBER FIBER REVISIONS: C c 1i ai CONSTRUCTION R O IR M NT• 3 O6/O6/19 REVISED TO INCLUDE FIBER AC ED. SAS 6 FIBERS FRONTHAUL REQUIR SCE FIN MAP = E DEMARC CUT-OFF DESIGN/SITE ACO. USING DOUBLE REVISED TO ADD CITY mt aMOUNTING UN NGCKET OPTION. 2 04/24/19 SRR ASSIGNED ADDRESS m^ 0 02/01/19 ISSUED FOR VSP DARK FIBERS AC SOURCE PERMIT/CONSTRUCTION 0 o TO/FROM HUB A 12/24/18 ISSUED FOR REVIEW JPKS 5 EQUIPMENT DETAILS ON (N) POLE PLUMBING DIAGRAM (PI REV DATE DESCRIPTION BY a� g 1 o ; LICENSER: ' 32.25" 29.25" o`o 29. 5" h 6- POLYMER CONCRETE 17"x 30"PULL BOX ASSEMBLY c I c m eowo r t BY:ARMORCAST PRODUCTS o° COMPANY 2" FOF CAL c r MECHANICAL SPECIFICATIONS g co« EXPIRATION DATE: 09/30/2020 DIMENSIONS (WxLxD): 17"x30"x1B" m r APPROX. WEIGHT: 166 Ibs. 0 (BOX & COVER) o �� m L' LOAD RATING: 10K (COVER) PROJECT INFORMATION: c o 20K (BOX) .27 ANSI TIER: 8 (COVER) # c 15/22 (BOX) NWPTB_NODE 008A NUT(z) 3os"TING ______-�' 690[CS]NEWPORT CENTER DR., 1. 10 NOT USED _ `" FRONT OF NOT USED COVER LIFT STANDARD NEWPORT BEACH,CA 92660. c I A PIN MARKING c -a ARMORCAST LOGO c; O POLYMER BECHTEL DRAWING NUMBER i o A I CONCRETE CO DE O 26134-617-CO-0000-00682-003 WITH SK o c i• SURFACE u A m BOLT DOWN SHEET TITLE: m m i EI 19.25" T*mfert o a O1 17.75^ I/ EQUIPMENT DETAILS A 0 J YI•,,' O-, ° aL SHEET NUM o=ME I o m� V m� Z . m S< 2" TYPE _ 6 .:Ev - m 3 a g 4 PULL BOX SPECIFICATIONS F21 A 6 1 5 1 4 3 2 1 22x31V Wi PSc- . CABINET TO INCLUDE: CUSTOMER CONDUIT TO LOAD INSIDE PANEL FOR MOUNTING OF: EQUIPMENT CITY OWNED 1700" APPLICANT: 1. ISOLATION SWITCH 15" HAND HOLE 15" 03 AND RADIO (3) 22 2. FUSEHOLDER--BUSS #8M60328 OR EQUIVALENT TO NEW ANTENNA 1 NEW 3 ACCEPT 13/32-INCH X 1-1/2-INCH FUSE ( ) 2 RADRAD (TOTAL-4)) b 3. SINGLE-POLE TERMINAL BLOCK FOR NEUTRAL _ `o CONDUCTOR TERMINATION fti 4. ISOLATION SWITCH, FUSE HOLDER, AND NEUTRAL MECHANICAL CONNECTION, TYP. /��Q TERMINAL SHALL BE LABELED BY CUSTOMER �� C--------7 Q Q( c . CABINET REQUIREMENTS: I , rr rr NEW #18 AWG THHN/THWN c j 1. NEMA 3R-HINGE COVER, PADLOCKABLE / r , �r a d Mobility LL____LL Se STRANDED COPPER WIRE ty m a° 2. FUSE SPLICE BOX (FSB) SIZE 12" W X 12" H X 6" D - I I I SINGLE LUG COMPRESSION LONG (S/0 CORD) I 3. FSB TO BE MOUNTED ON POLE BY WAY OF MOUNTING PLATES SUPPLIED BY CUSTOMER ADDRESS�----_- D' 1452 EDINGER AVENUE,3rd FLOOR c a I., `� BARREL CONNECTOR (TYP.) �c CA 92780 FUSE REQUIREMENTS: NEW RAYCAP DISCONNECT WITH D o f---- r'-' � \ C®� , ,�D TUSTIN, c o ____ I \ V/F'' 1. CUSTOMER INSTALLS FUSES AND REPLACEMENT, IF r �� � INTEGRATED SURGE PROTECTION ° NEEDED, ONCE FSB UNLOCKED BY CITY L NEW GROUND BLOCK------ �'rIQ/ MOUNTED UP ® ANTENNA a a n'k 2. FUSE RATING TO BE APPROVED BY CITY \`-,`�� I rr- --Tr �� 3. ONE SPARE SET OF FUSES. SUPPLIED BY CUSTOMER, _-LLJ NEW RADIO (3) 2203 0 0 E� ARE TO BE PLACED INSIDE OF FSB ENGINEER: 0 4. FUSE RATING TO BE LABELED BY CUSTOMER INSIDE OF AND (1) 2205 (TOTAL-4) �_ NEW #6 AWG THHN/THWN STRANDED FSB DOOR PRIOR TO ENERGIZING SERVICE CUSTOMER CONDUIT (RUN IN POLE S/O CORD) '-i NOTE(S): TO SCE SOURCE m 1. CUSTOMER TO NOTIFY CITY FOR APPROVAL OF FUSE LOCATION FSB MOUNTED TO UD HOLE SPLICE BOX MOUNTING LOCATION PRIOR TO WITHIN 17x30 HAND HOLE a i INSTALLATION. PLAN VIEW NEW #6 THHN/THWN GREEN I I M o 1`1 2. CITY PERSONNEL TO NOTIFY IMS GROUP IF FUSES ARE STRANDED GROUND FROM REPLACED. EQUIPMENT TO MAIN GROUND e 3. ARMORED GROUND WIRE OR MINIMUM OF 1/2-INCH 15" 15' (TYP.) I BECHTEL INFRASTRUCTURE o RIGID CONDUIT OR WOOD MOLDING OVER GROUND WIRE. SOS/O >nnv��e� GRADE AND POWER CORPORATION N 4. GROUND WIRE FROM POLE TO ELECTRODE SHALL BE NEW 6 G EN ---- - - `o^ ENCLOSED IN GALVANIZED RIGID CONDUIT OR a STRANDED GROUND TO MAIN 16808 ARMSTRONG AVENUE, EQUIVALENT MECHANICAL PROTECTION. m 5. SUBJECT TO LOCAL CODES/ORDINANCES WHERE i GROUND CONDUCTOR NEW 2" PVC CONDUIT SCH-80 SUITE 225, IRVINE, CA 92606 r----- 1 a APPLICABLE. - --q P- #6 AWG CU -- ------ - m 6. FOR JOINTLY-OWNED POLES, CUSTOMER TO PROVIDE ---i l NEW DISCONNECT WITH v E POLE STEPS FOR IDENTIFIED CLIMBING SPACE UP TO I L. J I INTEGRATED SURGE .6. CELLULAR ARM LEVEL. Cltt TO PROVIDE POLE STEPS AS W ` NEW 17"x3O" PULL BOX m m REQUIRED BEYOND CELLULAR ARM LEVEL. LOWEST LEVELROTECTION ��A DRAWN BY: SAS a STEP SHALL NOT BE LESS THAN 7 FEET 6 INCHES. 8" MAXMAx FOR POWER/WTR (AT&T OWNED) CHECKED BY: SRR '.2 SPACING SHALL NOT EXCEED 36 INCHES. I . o e 7. CLIMBING SPACE ON POLE SHALL MEET G.O. 95 __ MECHANICAL CONNECTION (TYP.)-- --- REQUIREMENTS. F REVISIONS: T 8. CUSTOMER EQUIPMENT FOR WTR TARIFF IS NOT TO BE % NEW 10A FUSE, PER CITY STANDARDS C n INSTALLED ON SCE SWITCH POLE. I 1 � 9. THIS STANDARD APPLICABLE TO WTR TARIFF ONLY. I I EXOTHERMIC WELD CONNECTION REVISED TO INCLUDE ^c TO NEW GROUND ROD EXISTING OR NEW STREET LIGHTING PULL BOX 3 06I06I19 SAS t E 10.CITY CREW TO LOCK FSB WITH (�203 LOCK AFTER I I SCE FIN MAP SERVICE IS ENERGIZED THRU RF/POWER SWITCH TO / 1 � 6 CU GROUND WIRE TO - -------------'• (CITY OWNED) m GROUND TERMINAL BLOCK NEW 5/8'0 x 8'-0" /� �- REVISED TO ADD CITY o OPEN CUSTOMER CITY EMERGENCY, RF/POWER / / 11 2 04/24/19 SRR r SHUT-OFF SWITCH WITH DUAL LOCKING DEVICE TO / I I WITHIN FUSE SPLICE BOX COPPER-CLAD STEEL- ASSIGNED ADDRESS u i EXISTING 120V POWER SERVICE TO EXISTING mm�^ ALLOW CITY ACCESS. r__-�� II GROUND ROD �' ISSUED FOR t 1.OPTIONAL LOCATION OF CUSTOMER'S EMERGENCY 1 11"----_-----------�"x 8' COPPER CLAD a PULL BOX (SCE OWNED & OPERATED) -------------- 0 02/01/19 VSP o. PERMIT/CONSTRUCTION i 11 GROUND ROD PLACE IN FIBER BOX---- q 12/24/18 ISSUED FOR REVIEW IRKS RF/POWER DISCONNECT SWITCH, WITH DOUBLE LOCKING IL II GROUNDING SCHEMATIC (PICO) o m DEVICE. ---�� -"-------CUSTOMER-----CUSTOMER 3" corlDulr ro ONE-LINE DIAGRAM (PICO) o 12.CEU. CARRIERS SHALL INSTALL A SIGN OR DECAL MADE 11 LOAD EQUIPMENT REV DATE DESCRIPTION BY n° OF WEATHER, CORROSION AND ULTRAVIOLET (UV) U SIDE VIEW n RESISTANT MATERIALS (E.G.,MACHIN E-ENGRAVED, 1 LAMINATED-PHENOUC OR REFLECTIVE SCOTCHUTE LICENSER: °o°o MATERIALS) PLACED OUTSIDE THE FUSE BOX DOOR. AT NOTE: i- E E A MINIMUM, THE SIGN OR DECAL SHALL INDICATE THE Cm�j�jl/jeroke/j� s"h.._//b ALL GROUND CONDUCTORS TO BE #6 THHN/THWN GREEN ANTENNA OWNER/OPERATOR NAME, EMERGENCY /r7 L° rlesyawb�l� STRANDED COPPER UNLESS OTHERWISE NOTED OR REQUIRED BY �; wa (^ 24-HOUR CONTACT NUMBER, AND UNIQUE IDENTIFIER ,A / EQUIPMENT c MANUFACTURER. r6ss c OR NOC NUMBER FOR THE ANTENNA SITE. SIGNAGEJI' �x�fT��p/ �H^ r o f SHALL BE PLACED AT 8'-0" MINIMUM TO I V-o" J w�R@� CIVAJOV/r },.�� 'r 1. GROUND BONDS: ALL BONDS ARE TO BE MADE WITH 6 AWG ' n Cv # BOLT GRND. 2 BOLT PARALLEL CROSS RUN D q MAXIMUM ON THE OUTSIDE OF FUSE 80X DOOR. mtghD r--`Q STRANDED COPPER IN GREEN INSULATION. (ATT-TP-76416 7, ROD CLAMP SPLICER CLAMP v LABELING SHALL BE PLACED INSIDE THE FUSE BOX !/ Of-77 AJA m ��� 6.7) IDENTIFYING; RF/POWER DISCONNECT, AND FUSE BLOCK (' ° WITH AMPACITY OF FUSE IN USE. /C� I) I UNIVERSAL PIPE CLAMPS o 13.INSTALL Q8, 3 1/C TIN CU FOR OVERHEAD. REFER TO ry �(Tvrr,,r•/ y 2. EXTERIOR UNIT BONDS: ALL METALLIC OBJECTS SHALL BE 7 1 % �P o°i DUG AP 100. ENERGIZE THRU CLOSED RF/POWER I / BONDED TO THE GROUND ROD. (ATT-TP-76416 7, 12.6) 9TFo�� ^ SWITCH TO OPEN CUSTOMER-FUSED SWITCH.. 14.ANTENNA WITH EMERGENCY RF/POWER DISCONNECT 3. GROUND ROD: ILL LISTED COPPER CLAD STEEL GROUND ROD 2 HOLE LUG CAST "T" SPLICER 1 BOLT PARALLEL EXPIRATION DATE: 09/30/2020 B ^ o SWITCH MAY BE PLACED ON NON SCE POLE WHERE THERE IS VEHICULAR ACCESS TO THE POLE, THE POLE DIAMETER OF 5/WITH MINIMUM 8" AND MINIMUM LENGTH OF 8 AM m r IS A MAXIMUM OF 250 FEET RADIALLY, AND THE FEET. ALL GROUND RODS MAY BE INSTALLED WITH INSPECTION - o m POLE/ANTENNA IS CLEARLY VISIBLE WITH NO SLEEVES. GROUND RODS SHALL BE DRIVEN TO A MINIMUM --a OBSTRUCTIONS FROM THE WIRELESS TECHNOLOGY RATE DEPTH OF 30" BELOW GRADE OR 6 INCHES BELOW FROST LINE. p, PROJECT INFORMATION: c o (WTR) BOX LOCATION (ATT-TP-76416 1.4 / 2.2. 3, 10) c aQ 4. CONTRACTOR TO SURROUND COMPLETED CONNECTIONS WITH "u" BOLr BOLT PARALLEL UNIVERSAL PIPE CLAMPS NWPTB_NODE 008A WEATHERPROOFING TAPE OR EQUAL TO. PIPE CLAMP CLAMP 501-12 690[CS)NEWPORT CENTER DR., ` a SCE FUSE SPLICE BOX (FSB) 8 GROUNDING NOTES 5 MECHANICAL CONNECTIONS 2 FRONT OF NOT USED NEWPORT BEACH,CA 92660. a t CUSTOMER N rn PROVIDED 8 POWER TERMINATION POINT STRIKESORB 120V SWITCH �6 v SWITCH TO 5 o FUSE HOLIER --- CITY POWER LINE FEED PROTECTION ` ` r I , BECHTEL DRAWING NUMBER «' I __ I FUSE BLOCK I -J I mm TYPE SS TYPE TA TYPE VB TYPE P I TYPE GR 26134-617-CO-0000-00682-003 S2 i• I r- ----1 1 IDISCONNECT SWITCH SHEET TITLE: mE „ CONNECTION m m I I I FOR POWER IN a m I I I ,o.a TYPE PG TYPE G7 TYPE TYPE NC JUMPER GROUND ELECTRICAL AND A CONNECTIONS 10 AMP CIRCUIT GROUNDING DETAILS 0 o l TO CUSTOMER I I I BREAKERS ---DEAD -FRONT FOR Cjw J BRITCH EAKER R , / (TYP. 4) - LIVE COMPONENTS TYPE LJ TYPE HA TYPE VS TYPE NX1 TYPE ND c . SHEET NUMBER: ,E-. w'c I TA 14* RF POWER a swlrcH CHASSIS GROUND CONNECTION ° �j m NEUTRAL BLOCK c a WIRING DIAGRAM-INSIDE FUSE SPLICE BOX DISCONNECT/SURGE TYPE XA TYPE GR nPE GL LUG TYPE P FYPF RR s' FSB WIRING DIAGRAM 9 PROTECTION (PICO) F EXOTHERMIC CONNECTIONS 3 m; a1 6 1 5 1 4 t 322.2 1 Psc- : : PSC� SPUNCAST REV. DATE DESCRIPTION DRN. APPR. MDor 12'DIA x 66' HIGH MNXIMUM PRESTRESSED (4)3�4'-tDWIC x S'TOP MOUNT BOLTS ANTENNA SHROUD ASSEMBLY CONCRETE POLE WITH COUPLING NUTS 0 90 ON 240mm (BY OTHERS) (9.45-) BOLT CW4.E FOR TOP MOUNT ATTACHMENT WITH (4) 3/4.1-UNC SS HHMS 'F"LEVEL CONFlG CODES 'P•LEVEL CONFIG CODES ak (4) 3/4•CUT WASHERS ENTRY INFO. (BY OTHERS) OPTION CLASS ENTRY INFO. OPTION CLASS a' CO(4)3/4-lO COATING 1 MIX 81 UNC IA'LkNC NUTS WITH s-BOLTS o HH COVER 66546E FINISH 5 -� (1) 2'RIGID 32 FT. —i— 90 APART ON A 9.43-DM DOOR SCR TMP BASEPLATE T.B.D. LUMINAIRE R ATTACHMENT PVC CONDUIT CAST BOLT CIRCLE LL (BY OTHERS) INTO POLE WA (MODSX30D) (MOD T.B.D.) ,•. ( ) COLLAR NONE 1) 5' ELLIPTICAL LUWINAIRE ARMS o tBc POLE TOP CON. NODB s.-,9 (SHOWN 0 27V FOR CLARITY ONLY) CAST--fN MOD MODSX300 SIDE MBOTH . (TIP. - BOTH vExslo"s) POLE TOP DETAIL 4',! ARM, 1/2•-13UNC x (10) 12-LG. SS CABLE TIES rr ODOM CAST-IN MOD T.B.D. Iw" 1/2'LC 18'O.C. FULL LENGTH . COUPLINGS CAST-IN MOD (1) SUPPORT UP 30' DSX300) 1•(NOM. 12Dv POWER STRICT MOD MODMS 5-x 3/5'x 11• 6-(NOM. I (AS REO'D) POLE ►. OY 6081 ON RB 300mm NO TAPERED BASE PLATE ROUND POLE OVERALL w + -t/z• t t/ts• POLE LENGTH ^' DES(G- HEIGHT OVERALL BOLT BASE G.LLMQMENT WEITIMATE GHT NATION GRADABOVE LENGTH CIRCLE O.D. iL-Ibs POLE � GRADE ( ) (Iba) HEIGHT '[ 9-3 1/16"ABOVE .� r� GRADE '� BP30OX09 29'--3" 29'-6" 17• 11-13/16" 76.500 2.900 Al I )POLES REQUIRED(PIN:T.B.D.)INCLUDING CONDUIT WITH A 8'WALL BRACKET TAPERED I=� ALUMINUM ELLIPTICAL ARM(PIN:LAEB8A16 TAMERPROOF WRENCH(PIN:451M () 1/2' •-13UNC x 29'-11' t-t/2' S.STL HEX NOTES: * t• BRACKETLLIMAM ARM TO BBOLOLTSSYASHERs 1. MIX(8161):SCE BLACK R WHITE,LIGHTLY EXPOSED AGGREGATE FINISH WITH AMERSHIELD " E '.' ANTI-GRAFFITI COATING. MouNnNG POLE CONNECTION 'I HEIGHT 2. ASTM C-150 TYPE III GRAY CEMENT. 3. fc®28 DAYS-?,ON PSI,USING SPUN CYLINDER TEST. 4. fc @ 28 DAYS a SAGS PSI,USING ASTM C-31 CYLINDER TEST. t LUMRLVRE 5. POLES MANUFACTURED PER ASTM C-1039-13 SPECIFICATIONS. ELEC. Wumrc S. PROTECTIVE COAT EXPOSED P.C.WIRES AT POLE ENDS. • AMERON I.D. TAG o D '.' 7. DUE TO THE NATURE 3 CHARACTERISTICS OF CONCRETE,SIDE MOUNT SPACING DIMENSIONS CAN ONLY BE TAKEN TO THE NEAREST I/$INCH. 3'X 7'wwDHOLE WITH - 0. INTERNAL SEPARATE ELECTRICAL CONDUIT FULL POLE LENGTH TO BE FURNISHED AND CAST ALUMNA FRAME & RADII 7RATNSMfTT17t,ADAPTER. INSTALLED BY MANUFACTURER. INTERNAL ELECTRICAL WIRES FOR ANTENNA AND RADIOS FIVSH COVER 9 0 RRU. ELECT. WIRES. COAX, ON (S) CONDUIT SHOWN TO BE SEPARATED FROM LUMINAIRE WIRES. COVER TO BE ATTACHED FOR CLARITY. .fO1TS[TE. (BY OTHERS). PRIOR TO SHIPMENT WTM (2)TYPICAL-POLE TOP CUT-AWAY DETAIL 9• THE POLE DEPICTED IN THIS DRAWING IS DESIGNED TO WITHSTAND THE LOADS IMPARTED BY TAMPERPROOF (TMP) DOOR A WALL BRACKET ALUMINUM ARM(NOT TO EXCEED 6'OFFSET,3.2 SO.FT EPA,30 LBS)WITH SCREWS THE ARM HOLDING A DOWNWARD FACING AREA OR PENDANT LUMINAIRE(NOT TO EXCEED 2.5 (12) 9mm PRESTRESSING SO.FT.EPA,50 LBS.),&A CYLINDRICAL 12"x 66"LG.ANTENNA SHROUD CENTERED NO HIGHER 27-)t o STEEL WIRE.ASTM A-421 THAN 2.5 FT ABOVE POLE TOP(NOT TO EXCEED 6.10 SO,FT EPA,230 LOS.)AS DESIGNED PER (MWSX30D) FOR LMA MODLIS); THE 2015 CALIFORNIA BUILDING CODE 3 ASCE 7-10 USING A 110 MPH WIND ZONE(3-SECOND GRADE UNE Aj--SIIff M)AMMON NON-TENSION WIRES GUSTS).TWIST i SWAY HAVE NOT BEEN CONSIDERED.SEISMIC VALUES S.-1.965 r1<S1 u 0.727. (4) 1-1/2' DIA. x 48•ANCHOR BOLTS 1: (1) 23 FT 2•NPS PVC RIGID PLEASE CONTACT 6 ADVISE MANUFACTURER IF INTENDED LOADING EXCEEDS THESE VALUES. ".�• •.� :•�:,' EACH WITH (2) HEX NUTS & (2) s" CONDUIT i WASHERS; ASTM F1554 GRADE 55 2-1/2- (NDM,)WALL >. (1)CONDUIT SUPPORT GALVANIZED BOLTS ON A 17'DW RX 2I4 1" ASSEMBLY FORMED BY(2) rt BOLT CIRCLE (P/N: T.B.D.) : r W C/C 2-1/2'NPS X 6•LG PVC ATQw• '.I' :.t CONDUIT PIECES.EACH �( ZG� >•• •.:•' ., t 1 GA SPIRAL SIM j ATTACHED TO(2)PC TITRES 2'RIGID CONDUIT WIRE AT 3' PITCH 6 t, WITH(2) 12%C. SS CAFE r1 A ASTM A-1064 TES(CTU SSP12-HD). �73 \..FOUNW'nON HANDHOLE rk AMERON I.D. TAG c 2'CONDUIT A77ACHED TO CONDUIT SUPPORT is• SUPPORT ASSEMBLY AND PC DESIGN (BY OTHERS)•• ASSEMBLY .= WIRES BY ENCIRCLING THE APPROVED BY DATE s�. _ SEE PROJECT SPECS FOR REQUIRED ;e. CONDUIT SUPPORT, (4)PC BASE SIZE ALONG WITH COMMITNDLRI SIZING HHSECTroNa WIRES AND THE CONDUIT PATH �`P AND OWENtAT10N5 REQUIRED POLE ORIENTATION ( ) ly (2)U"LG. AHD)ABLE TIES. BECHTEL/AT$T CIVIL OFCALIF� (4) 1-3/4- DikCED I ( ) 2'UPS PVC CONDUIT COUPUIG SOUTHERN CALIFORNIA EQUALLY APART ON A TO 17• DIa A ATTACHED MAW&COVER TTN SCE BOUT CIRCLE BP30OX09 POLE WITH SINGLE 6'ARM 15'SO. x 1-3/4' i ' 1/4-20 SCREWS CAW, STEEL PLATE ' , WITH WIRE WAYS FOR POLE MOUNTED RADIOS ASTM A-38 I / 24" LC.. 2'NPS FLEXIBLE , 2__.Yw PVC PIPE. JOINED TO RIGID THIS DOCUMENT CONTAINS INFORMATION WHICH IS PROPRIETARY TO NATIONAL OILWELL VARCO.17 SHALL NOT BE FOR REFERENCE ONLY 3 J----- SHIPMENTP��TO POLE REPRODUCED.D�DR DISCLOSED TD ANYONE PRIOR WRITTEN PERlg590N Of NATIONAL OILWEti YARCO. 6-3RA ,,z• SIN: 26134 617 CO-0000-00682-003 (NOW.) DRAWN: A.F. DATE: 03/02/2018 _ LD. RACEWAY BASE PLATE DETAILS SECTION A- -SHEET: - '���' '� SCALE: DWG. NO. REV SHEET: UD-1 N.T.S. 1803-007 - fLfA3fCWI1ALrAAIfROL/MpytAtl.UF G6iC ERP01/REY'FNIS APPLICANT: GENERAL NOTES: 1. DRAWINGS PROVIDED HERE ARE NOT TO SCALE AND ARE INTENDED TO SHOW OUTLINE ONLY. 2. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL HAVE 4,000 PSI STRENGTH AT 28 DAYS UNLESS Q 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, GR8. Mobility 5. HIGH STRENGTH BOLTS SHALL BE USED FOR ALL PRIMARY STRUCTURAL CONNECTIONS, UNO. ALL HIGH m u° STRENGTH BOLT ASSEMBLY COMPONENTS SHALL BE IN ACCORDANCE WITH DIMENSIONAL REQUIREMENTS OF 1452 EDINGER AVENUE,3rd FLOOR ANSI/ASME 818.26. HIGH STRENGTH BOLT ASSEMBLES SHALL BE FURNISHED AS FOLLOWS: TUSTIN,CA 92780 D °c a 5.1 BOLT, TYPE i, IN ACCORDANCE WITH ASTM F1554. 5.2 WASHER, TYPE 1, IN ACCORDANCE WITH ASTM F436. °u 5.3 STRUCTURAL NUTS: ASTM A563 a a 6. WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1/D1.1M "STRUCTURAL WELDING". WELD FILLER MATERIAL E SHALL HAVE MINIMUM YIELD STRENGTH OF 58 KSI AND MINIMUM TENSILE STRENGTH OF 70 KSI AND SHALL BE ENGINEER: E COMPATIBLE WITH THE BASE METAL. 0 7. WELDING SHALL BE 1/4" CONTINUOUS FILLET WELD UNLESS NOTED OTHERWISE. °o m m° o BECHTEL INFRASTRUCTURE a^ o' (4) 1-1/2"0 x 48" ANCHOR BOLTS EACH AND POWER CORPORATION WITH (2) HEX NUTS AND (2) WASHERS: ASTM 16808 ARMSTRONG AVENUE, m A325 GRADE 55 GALVANIZED BOLTS ON A 17"0 SUITE 225, IRVINE, CA 92606 BOLT CIRCLE (BY MANUFACTURER AND LOCATE a£ PER MANUFACTURER'S SPECIFICATIONS) _ LIGHTPOLE AND BASE DRAWN BY: SAS mm PLATE (BY MANUFACTURER) 1/4" WASHERS m o 4'-0" CHECKED BY: SRR n� CONCRETE CAP OVER o / I I FOOTING REVISIONS: C p 1—3 4" THK. GALV. STEEL c ; 2'-0" 2'-0" PLATE, ASTM A-36 w n (3)—#4 TIES IN TOP 5" b m I 3 06/06/19 REVISED TO INCLUDE SAS FIN MAP I I REVISED TO ADD CITY SRR m o I n 2 04/24/19 t� CONCRETE FOUNDATION ASSIGNED ADDRESS � —` ISSUED FOR `m a dk c9�jQ� PERMIT CONSTRUCTION m« f'c = 4,500 PSI 'n �IL7'$ xp Y 0 02/01/19 VSP x A 12/24/18 ISSUED FOR REVIEW PKS Za 11 I I -` L0IGHTPOLE (BY 24 III l REV DATE DESCRIPTION BY m° o'c N OTHERS) - c c 6-3/8"0 I.D. x I I I LICENSER: .2 of RACEWAY _ I III I RIGID CONDUITS, PIG CO/UAVII EE °c 1-3/4" THK. GALV. STEEL - (1)-2"0 AND 3„ O PLATE, ASTM A-36 v firC (2)-1'0 L--. (CLR.) CQIJ(7UIr v 0I (1) 2"0 AND (2) 1"0 CONDUITS — — — — u« N RIGID CONDUIT m BOLTS 18Y MANUFACOTURER #4 DES A�S�WN c-O aT�D ( ) a co o G I Y o t r7 B u~ #7 VERTICAL RE-BARS - BOLT CIRCLE 0 = 17" TYP., TOTAL (8) - - L, m #7 VERTICAL RE—BARS PROJECT INFORMATION: PLAN VIEW o 4'-0„ TYP., TOTAL (a) `o o SQUARE o a NWPTB_NODE 008A SECTION VIEW 690[CS]NEWPORT CENTER DR., 31 FRONT OF NEWPORT BEACH,CA 92660. 9� P m L �G f ° c BECHTEL DRAWING NUMBER 0 3 26134-617—CO-0000-00682-003 m m c 2 c ooi m SHEET TITLE: w m m�« m m r oa POLE FOUNDATION DETAILS A Wxa FOR REFERENCE ONLY (BY OTHERS) o FOUNDATION DETAIL PROVIDED BY:—DCI PACIFIC AIEIC WORKS SHEET NUMBER: O�� c u� Umd! fit` NEW POLE FOUNDATION DETAILS UD-21 IL.- i 6 1 5 1 4 t 3 1 2 1 1 22 i 34 V SIN Psc- . . APPLICANT: 25 MPH FOR REFERENCE ONLY SIGN 35 MPH ACING - 100' SDN: 26134-617-CO-0000-00682-003 SIGN SPACING - 250' TAPER - 245' SHEET: TCP-1 aut BUFFER - 150' (MAX ALLOWED) Mobility CONE SPACING - 35' (TAPER/BUFFER) - 17' (CONFLICT ZONE) 1452 EDINGER AVENUE,3RD FLOOR TUSTIN,CA 92780 ENGINEER: I O ao 3 O 2 N k_u DCI PACIFIC z 0 �O �s AIEIC WORKS h U y ; 250' Z ARCHITEMRE I ENGINEERING I CONSULTING J O a 1 2 cf 32 ExECUTNE IA 9 I SURE 110 IRN CA NF 1 2619 QDRAWN BY: HN CHECKED BY: BOK LI L REVISIONS: CRUZ DR ----- - 250' 4 •- t t' � % TS r CA i wee, 4 C30.A_ 0 CA BK t -- - BK- 150'BUFFER 9' A 06/19/18 907 CONSTRUCAON HN \S0�1,40 Div TS BK, MAX ALLOWED G REv DATE DESCRIPTION BY \O CAX �Id FPSN C30( 245'TAPER o LICENSER: G20' wq,2 O i w20,5 R� h s20 J���S� c K DD �tr Gj n 100, * C 15 f REN. 11/19 �Q 100, 250' FOF CAL\F�� 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. TEMPORARY TRAFFIC SIGNS: LEGEND: SCALE: TRAFFIC CONTROL PLAN SIGN FLAGGER PROJECT ® FLASHING ROAD BIKE LANE RIGHT LANE BIKE LANE SIDEWALK CLOSED RIGHT LANE SHEET NUMBER: WORK CLOSED CLOSED LANE 1 CROSS HERE MUST SITE ARROWBOARD -1119 AHEAD AHEAD AHEAD CLOSED CLOSED ; C� TURN RIGHT ROAD WORK TRAFFIC TOW-AWAY 20' 40' 1^=40'80' SCONE H BARRICADE TS SIGNAL T•A.N.S.A.T. NO STOPPING 01 OF 01 W20-1 W20-5(8K) W11-1 W20-5(RT) C30(CA)(BK) C30(CA) W4-2(RT) R9-11A(LT) R3-7(RT) R9-3A G20-2 ANY TIME