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PA2019-128 PRRs Returned (Round 2)
PROJECT REVIEW REQUEST COMMUNITY DEVELOPMENT DEPARTMENT Planning Division Please Distribute to: Date: 02/12/2020 Public Works-KeelylCooke Utilities-J. Auger Please return PRR and Plans to Staff Planner Real Property-Wooding Benjamin M. Zdeba, AICP, Senior Planner 949-644-3253, bzdeba newportbeachca.gov Applicant: Stacey Brown Contact: John Tseheridisl 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. NOTE: This is a resubmittal. Your previous review is attached for reference. REPORT REQUESTED BY: Z > Zoning Administrator HEARING DATE: TBD Check all that appi : Notes: ❑ No comments on the project >k W rf-� as presented. ❑ Application of Standard Code requirements are not vw expected to alter the project design. �� ❑ Recommended conditions of W v o C' S es M03Y1* KV�w approval are attached. ❑ Application of Standard Code requirements or the attached XC _ cz� conditions of approval will kt,.Q-fir, , substantially impact or alter the design of the project. t ( 6m ❑ I contacted the applicant on o ❑ To schedule an appt. for Code review -4�\ ❑ To discuss the following (see notes) Signat ar- Ext. Date Please indicate the approximate time spent on reviewing thisproject: Tmplt: 10/10/12 APPLICANT: IF USING 11'X17" PLOT, DRAWINGS WILL BE HALF SCALE `e ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN SITE NAME: NWPTB NODE OOBA ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS IS CONSTRUCTION DRAWING TOADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS SITE NUMBER: CRAN RLOS NWPTB 008 at&t IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE n� CODES. PROJECT: GRAN I SMALL CELL 1 PICOI 4G THE FOLLOWING PO PR HERESY APPROVE AND CONSTRUCTION THESE DOCUMENTS & AUTHORIZE THE Mobility ,e= 1. 2016 CAUFORNlA ADMINISTRATIVE CODE SUBCONTRACTOR TO PROCEED WITFk THE CONSTRUCTION DESCRIBED HEREIN. ALL DOCUMENTS ARE ° 2. 2016 CAL.IFORNIA BUILDING CODE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT & MAY IMPOSE CHANGES OR 'f452 EDINGER AVENUE,3rd FLOOR m a . 3- 2016 CALIFORNIA ELECTRIC CODE, MODIFICAT]ONS TUSTIN,CA 92780 02 3a. 2014 NATIONAL ELECTRIC CODE (NEC) US D 4. 2016 CAUFORNIA MECHANICAL CODE v 2 5. 21 CALIFORNIA PLUMBING CODE PACE #; MRLOS056709 6. 200 16 6 CAULIFOftNIA FIRE CODE AT&T RF ENGINEER: d 2 7. ANY LOCAL BUi[LDING CODE AMENDMENTS TO THE ABOVE o B. CITY/COUNTY gRDlwwcEs AT&T OPERATIONS: ENGINEER c 9. CALIFORNIA VEHICLE CODE/WATCHBOOK TRAFFIC CONTROL HANDBOOK- SITE.ACQUISMON ,MANAGER: HANDICAP REQUIREMENTS; rs FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED PROJECT MANAGER: a" ACCESS NOT REQUIRED IN ACCORDANCE WITH CALIFORNIA ADMINISTRATIVE ZONING VENDOR- MOP" m STATE CODE PART 2, TITLE 24. CHAPTER 11B. SECTION 1103B. i CODE COMPLIANCE4z� LEASING VENDOR: CONSTRUCTION MANAGER: BECHTEL INFRASTRUCTURE m" A/E MANAGER: AND POWER CORPORATION THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN at &t PROPERTY OWNER; 16808 ARMSTRONG AVENUE, 9' WILL VISIT THE SITE AS REQUIRED FOR ROUTINE M/UNTENANCE. THE PROJECT SUITE 225, IRVINE. CA 92606 g Z WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON APPROVALS DRAINAGE; NO SANTARY SEWER SERVICE, POTABLE WATER, OR TRASH $ DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE 15 NEW.v E SCOPE OF WORK: d i AT&T PROPOSES TO MODIFY, OPERATE AND MAINTAIN PROPOSED UNMANNED DRAWN BY: GS 'a GENERAL NOTES POLE TYPE (N) CM2317 ETE POLE TELECOM FACILITY. THE SCOPE WILL CONSIST OF THE FOLLOWING: CHECKED BY: KIP a 1. AT&T TO REMOVE (E) STREET LIGHT POLE AND INSTALL (N) STREET LIGHT ` POLE ID POLE ON (N) POLE FOUNDATION AT SAME LOCATION. REvlsiovs: 3 2. INSTALL (1) (N) OMNI ANTENNA ON TOP OF (N) STREET LIGHT POLE. C ma DIG ALERT 3. INSTALL (2) (N) RRUS-2203, (1) (F) RRUS-2203 AND (1) (N) 7 0112W20 REVISED TO UPDATE GS - • SITE ADDRESS : 690 (CS] NEWPORT CENTER DR., FRONT OF RRUS--2205 ON (N) STREET L€GHT POLE. POLE DESIGN o m UKMMND SUAM AM°FQ°7 GMADVIM 4. INSTALL (1) (N) SURGE PROTECTION DEVICE (SPD). REVISED TO UPDATE = ; • DIAL TOLL FREE NEWPORT BEACH, CA 92660. 5. INSTALL AC POWER SUPPLY TO RRUS (TO BE PROVIDED BY AT&T s Dva7rzb pOLEMODIL&INCLUDE SB = 1-800-277-2600 MOBILITY), sce POWER DESIGN m i AT LEAST TWO DAYS MINOR USE PERMIT NO. U P2019-037 (PA2019-128) 6. INSTALL FIBER CABLE (TO BE PROVIDED BY AT&T WIRELINf) D o210t119 PERMITCONSTRUCTION ISSUED FOR VIP o` BEFORE YOU DIG 7. INSTALL (1) (N) HANDHOLE 17"X30" (FIBER PULL BOX) (BY AT&T WIRELINE). A 12124116 ISSUED FOR REVIEW PKS 8. INSTALL (1) (N) HANDHOLE 17"x3O" (POWER PULL BOX) (BY AT&T REV DATE DESCRIPTION BY a PROPERTY OWNER: PUBLIC RIGHT OF WAY MOBILITY) WTR/FSB. `a ADDRESS: 690[C51 NEWPORT CENTER DR., FRONT OF ~ r 9. INSTALL (1) (N) HANDHOLE 17"X30" (STREET LIGHT PULL BOX) LICENSER: a c NEWPORT BEACH, CA 92560 F. 10. GC TO TRENCH & INSTALL CONDUITS FOR POWER/FIBLR AS REQUIRED. E APPLICANT: AT&T - I� `a n ADDRESS: 1452 EMNGER AVE, 3rd FLOOR, OFFS 4 r TUSTN, CA 92780 �i PROJECT DESCRIPTION ir- 6 r LATITUDE: 33'37' 14.31' N 33.620642' y �' ♦ c GD SHEET DESCRIPTION �� c eo;w V S LONGITUDE: 117'52' 34.14' W w 1 n -117.876t5O' - i ? p � '��. � T-1 TITLE SHEET cTi LONGITUOE/iATUDE TYPE: NAD 03 . G`L5 o T-2 GENERAL NOTES,LEGEND&ABBREVIATIONS B GROUND ELEVATION (NAVD 08); ±196.05' AM5L EXPIRATION DATE; 09/30/2Q20 m i ADJACENT APN 442-101-27 A-1 SITE PLAN �. ZONING JURISDICTION: CITY OF NEWPORT BEACH (ORANGE COUNTY) Tz, A-2 ENLARGED SITE PLAN _ PROJECT INFORMATION: 3 CURRENT ZONING; PUBLIC RIGHT OF WAY A-3 ELEVATIONS a PROPOSED USE: UP16ANNED TELECOMMUNICATIONS FACILITY o x- A4 SITE IMAGE&ELEVATION NWPTB NODE 008A A-5 EQUIPMENT DETAILS fi90[CS]NEWPORT_ CENTER DR., SITE INFORMATION t.`, . FRONT OF NEWPORT BEACH,CA 9 a a p .z;.., A-6 EQUIPMENT DETAILS 2660. v:E PRO.JFCT MANAGER, �. ENGINEER: ` A-7 EQUIPMENT DETAILS < AT&T Mobility Bechtel Infrastructure & Power Corp. _ 1452 Edinger Ave. 16608 Armstrong Ave. tr E-1 ELECTRICAL AND GROUNDING DETAILS Tustin, CA 92780 Irvine, CA 92606 2 a CONTACT: Stacey Brown Z Z BECHTEt DRAWING NUMBER o CONTACT: Sta y CONTACT: George Morales ' UD-1 POLE DETAILS(BY OTHERS) 949-372-4476 w w 26134-617-00-0000-00682-007 sb67660att.com gmgrales®hechtel.com � Up_2 _-d GENERAL NOTES&FOUNDATION DETAILS(BY OTHERS) SAC2DNINGIPERMITTING'. CONSTRUCTION GC: H :2a UD-3 LUMINIARE SPECIFICATION SHEET TITLE: x m Bechtel Infrastructure & Power Corp. Bechtel Infrastructure & Power Corp. m 16808 Armstrong Ave. 16808 Armstrong Ave. VICINITY MAP LOCAL MAP U04 SCE POWER DESIGN BY OTHERS o - Irvine, CA 92606 Irvine, CA 92606 ( ) TaTLE �T A a a m CONTACT: John Tseheridis CONTACT: Jon Awerkamp TCP-1 N m 949-372-4519 949-372-4445 TO TRAFFIC CONTROL PLAN(BY OTHERS) a itseheri0bechtel.com jawerkam®bechtei.cam DRIVING DIRECTIONS FROM AT&T TUSTIN OFFICE: S; TCP-3 N RE ENGINEER: SENIOR TECHNICAL PROJECT MANAGER: GET ON STATE RTE 55 S IN SANTA ANA FROM EDINGER AVE, CONTINUE ON STATE RTE 55 S. TAKE CA-73 S TO SHEET INDEX 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 az 1452 Edinger Ave. 1452 Edinger Ave. SHEET NUMBER- a Tustin, CA 9278C Tustin, CA 92780 SAN JOAgUIN HILLS RD, USE THE LEFT 2 LANES TO TURN LEFT ONTO SANTA ROSA DR, TURN RIGHT ONTO NEWPORT 3?i 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 2 CONTACT: Mohesh Koivr CONTACT: Dan Vozenilek o , 714-556-7311 562-716-4647 THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY m mk56520att.tom dv574pOait.cam DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. mva � moo PROJECT TEAM DRIVING DIRECTIONS DO NOT SCALE DRAWINGS 6 5 4 3 2 1 APPLICANT: LEGEND GROUT OR PLASTER T TEUPHONE LINE GENERAL NOTES T/E POWER/TFLCO RUN 5/8-X 1D'-D',CU. ONO ROD IN (E) BRICK TEST WELL 30'MIN. BELOW GRADE 1. THE FACILITY 15 AN UNOCCUPIED DIGITAL TELECOMMUNICATION FACILITY. a G G45 LINE CHEMICAL GROUND ROD 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A(E) MASONRY GROUNDING CONDUCTOR ® (XIT GROUND ROD) DIAGRAMMATIC OUTLINE LINE ONLY, UNLESS NOTED OTHERWISE, THE WORK m Q NEW ANTENNA SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND CONCRETE SD STORM DRAIN LABOR LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE Mobility 4? EXISTING ANTENNA S _ lfll WATER LINE HALO GROUND CONNECTION DRAWINGS. 40 u c EARTH g SEWER UNE 3. PRIOR TO THE SUBMISSION OF BIDS, HE CONTRACTORS SHALL VISIT HE 1452 EdINGER AVENUE,3td FLOOR a ® GROUND ROD JOB SITE AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD TUSTIN,CA 92784 1Z CIRCUD BREAKER D GRAVEL Tr GROUND BUS BAR - — — — - CCNDUIT UNDERGROUND CONDITIONS AND DIMENSIONS, AND CONFIRMING THAT HE WORK MAY BE a ACCOMPLISHED AS SiiOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. + PLYWOOD UTILITY METER BASE ANY DISCREPANCIES ARE TO BE BROUGHT TO HE ATTENTION OF HE o MECHANICAL GRIND. CONN. ❑� IMPLEMENTATION ENGINEER AND ENGINEER PRIOR TO PROCEEDING WITH 2 SAND -f7__a_ FUSE, SIZE AND TYPE AS INDICATED. HE WORK. Ti ■ ENGINEER: CADWELD ® TRANSFORMER 4. HE CONTRACTOR SHALL OBTAIN, IN WRITING, AUTHORIZATION TO PROCEED E ® WOOD CONT. =p SAFETY SWITCH, 2P-24OV-60A W/60A FUSES, NEMA 3R BEFORE STAG WORK ON ANY REM NOT CLEARLY DEFINED OR S GROUND ACCESS WELL ENCLOSURE, SQ D CATALOG NO. H222NRB IDENTIFIED BY THE CONTRACT DOCUMENTS. WOOD BLOCKING ❑ - `m $ =j MANUAL TRANSFER SNITCH, 2P-240V-200A, NO FUSE, T STEPDOWN TRANSFORMER S. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT TIO MATERIALS IN m STEEL NEMA 3R ENCLOSURE ACCORDANCE WITH MANUFACTURER'S OTHERWISE RECOMMENDATIONS UNLESS c ❑E ELECTRIC BOX _ SPECIFICALLY INDICATED OTHERWISE OR WHERE LOCAL CODES OR c _ LIGHTING Fl7SFURE, FLUORESCENT, 10.84' K 4'-0', 2/40W, ® GROUND RECEPTACLE. HLIBBE2 CATALOC �5 DUPLEX, REGULATIONS TAKE PRECEDENCE. �T TELEPHONE BOX CNTERUNE ® SURFACE MOUNTING TYPE, HUBBELL UGWRNG CATALOG B. ALL WORK PERFORMED AND MATERIALS INSTALLED SHAD. BE IN STRICT BECHTEL INFRASTRUCTURE n PROPERTY/LEASE LINE a�23� TOGGLE SWITCH, 1P-125V-150. ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. o u UCHTNG FIXTURE, FLUORESCENT, 10.94'K 8'-D", 2/95W. S HUBBELL CATALOG #HBL 1201CN CONTRACTOR SHALL CANE ALL NOTICES AND COMPLY WITH ALL CAVILS, AND POWER CORPORATION `n LIGHT POLE MATCH LINE ® SURFACE MOUNTING TYPT, HUBBELL UGHTINO CATALOG ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC m #TWSM237T AUTHORITY REGARDING HE PERFORMANCE OF HE WORK_ MECHANICAL AND T 6$OB ARMSTRONG AVENUE, ~ ENO. MONUMENT LIGHTING FIXTURE, HIGH PRESSURE SODIUM, 1/74W, WALL SwP TOGGLE SWITCH, tP-12ov-tsti YrP' ELECTRICAL MUNICIPAL AND AND UHALL TILITY COMPANYY SPECIFICATIONS, AND LOCAL IN ACCORDANCE WITH ALL SUITE 225, IRV]NE, CA 926a6 c y° O - WORK POINT MOUNTING TYPE, HUBBELL LIGHTING CATALOG ONRG-307 AND STATE JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE OR 1/50W, HUBBELL UGHTING CATALOG ONRC-121 IONIZATION SMOKE DETECTOR W/ALARM REGULATIONS. v o SPOT ELEVATION _ — — GROUND CONDUCTOR L,p EXIT SIGN, THERMOPLASTIC LED, SINGLE FACE, UNIVERSAL O HORN k AUXILWIY CONTACT, 120 VAC, E r-b MOUNTING, W/BATTERY PACK, HUBBELL UGHTING CATALOG CENTEX PART NO. 710OF 7. THE GENERAL CONTRACTOR SWILL SUPERVISE AND DIRECT HE WORK, DRAWN BY: GS fPRB USING THE BEST SKILLS AND ATTENTION. HE CONTRACTOR SHALL BE KIP a ® SET POINT A COAXIAL CABLE O POLE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, CHECKED BY: COMBINATION, EXIT SIGN k EMERGENCY UGHTSNG, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR CDOR...._1NG ALL aFE-X—rrT HUBBELL UGHTING CATALOG JPRC PORTIONS OF HE WORK UNDER HE CONTRACT INCLUDING CONTACT AND o E Q REVISION ou OVERHEAD SERVICE (N) POLE MOUNTED %FMB COORDINATION WITH HE IMPLEMENTATION ENGINEER AND WITH THE REVISIONS- CONDUCTORS C EMERGENCY UGHTiNG, 2 5OW, HUBBELL LIGHTING WALDO LANDLORD'S AUTHORIZED REPRESENTATIVE. C O X CHAIN LINK FENCING /� / 01lZ9120 REVISED TO UPDATE GS q n X GRID REFERENCE 0HE6-50-2-R91 (E) POLE MOUNTED XFMR B, SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L LISTED AND 7 POLE DESIGN - FIRE CODE APPROVED MATERIALS. ` —OHT/DHP-- OVERHEAD TELEPHONE/OVERHEAD POWER LIGHTING FIXTURE, INCANDESCENT, 1/1COW, WALL REVISED TO UPDATE e MOUNTING TYPE, HUBBELL LI IING CATALOG 9. PROVIDE A PORTABLE FIRE EXTINGUISHER WfTH A RATING OF NOT LESS 6 01107I20 DOLE MODELS INCLUDE L E DETAIL REFERENCE (N) PAD MOUNTED XFMR SB gBRH-100-06-I THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL SCE POWER DESIGN P v OHT OVERHEAD TELEPHONE LINE� PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION.a ISSUED FOR LIGHTING FOTRIRE, HALOGEN, OVARTZ. 1/30DW, HUBBELL 0 02101119 VSP t OHP OVERHEAD POWER LINE LIGHTING CATALOG SQL-505 (E} PAD MOUNTED %FLAB PERMITICON5TAUG7IQN wm- X � 10.DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR m ELEVATION REFERENCE MODIFICATIONS MAY BE REQUIRED TO SUIT J09 DIMENSIONS OR A 12l24118 ISSUED FOR REVIEW PKS 5 CLEARANCE FOR CABINET CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF o a E POWER RUN UGHTING FIXTURE, 1/175W. METAL HALIDE. HUBBELL CAT THE WORK. REVI DATE I DESCRIPTION BY m_°c X SECTION REFERENCE T-S"E #MIC-0175H-336 o F/P FIBER/POWER RUN 11,REPRESENTATIONS OF TRUE NORTH, OTHER THAN THOSE FOUND ON THE G PLOT OF SURVEY DRAWING, SHALL NOT BE USED TO IDENTIFY OR LICENSER: 5/8'X 10'-0- ,CU. GNO ROD 30- MIN. BELOW GRADE �7 ESTABLISH THE BEARING OF TRUE NORTH AT THE SITE. THE CONTRACTOR c = L SHALL RELY SOLELY ON THE PLOT OF SURVEY DRAWING AND ANY e m SURVEYOR'S MARKINGS AT THE SITE FOR HE ESTABLISHMENT OF TRUE E E ABBREVIATIONS NORTH, AND SHALL NOTIFY THE ENGINEER PRIOR TO PROCEEDING WITH m EMT. ELECTRICAL METALLIC TUBING MTS. MANUAL TRANSFER SWITCH U.G. UNDER GROUND THE WORK IF ANY DISCREPANCY IS FOUND BETWEEN THE VARIOUS A AMPERE E.N. EDGE NAIL N NEUTRAL U.L UNDERWRITERS LABORATORY INC, ELEMENTS OF THE WORKING DRAWINGS AND THE TRUE NORTH o i A.B. ANCHOR BOLT ENCL. ENCLOSURE (N) NEW UMTS UNIVERSAL MOBIL TECH. SYS. (3G MOBILE TECH.) ORIENTATION AS DEPICTED ON THE CIVIL SURVEY. THE CONTRACTOR SHALL + 1 ASV. ABOVE ENG. ENGINEER ENEEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOC. U.N.O. UNLESS NOTED OTHERWISE ASSUME SOLE LIABILrtY FOR ANY FAILURE TO NOTIFY THE ENGINEER. E" AC ALTERNATE AI CURRENT R CONDITIONER EQ. EQUAL NO.?.) NUMBER V VOLT cev+ro v` $ ACCA ANTQi14A CABLE COVER ASSEMBLY EXST.(E) EXISTING N.T. NOT TO SCALE VAC VOLT ALTERNATING CURRENT 12.THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT ADWL ADDITIONAL EXP. EXPANSION OBIF OPTICAL BASEBAND INTERFACE V.I.F. VERIFY IN FIELD EXISTING IMPROVEMENTS, PAVING, CURBS. VEGETATION, GALVANIZED o m A.F.F. ABOVE FINISHED FLOOR EXT. EXTERIOR OF OVERHEAD W WATT OR WIRE m A.F.G. ABOVE FINISHED GRADE F FUTURE O.C. ON CENTER WD WIDE(WIDTH) SURFACES, ETC., NO UPON COMPLETION OF WORK REPAIR ANY DAMAGE m A.G.L. ABOVE GROUND LEVEL FAH. FABRICATION(OR) OPNG. OPENING W// WITH THAT OCCURRED DURING CONSTRUCTION TO HE SATISFACTION OF AT&T. k,OF ALA AIC AMPERE INTERRUPTING CAPACITY FAC. FACTOR P POLE W WITHOUT E` ALUM. ALUMINUM f/A FIRE ALARM P/c PRECAST CONCRETE 9.0 WOOD 13.KEEP GENERAL.AREA CLEAN, HAZARD FREE,AND DISPOSE OF ALL DIRT, EXPIRATION DATE:09 3a 2020 H m ALT. ALTERNATE F. FINISH FLOOR PCs PERSONAL COMMUNICATION SERVICES W.P. WEATHERPROOF DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING / / = ANT. ANTENNA F.G. FINISH GRADE PH PHASE WT. WEtGHT ON THE PROPERTY. LEAVE PREMISES N CLEAN CONDITION AND FREE FROM s APPROX. AP (£D)PROXIMATE(LY) FIN. FINISH PLY. PLYWOOD WTR. WIRELESS TRANSMISSION RATE PAINT SPOTS, DUST OR SMUDGES OF ANY NATURE. m ARCH. ARCHITECT((URALJJ FUR. FLOOR PNLEID PANELBOARD XFER TRANSFER AT. AMPERE TRIP FLUOR FLUORESCENT PPC POWER PROTECTION CABINET XFMR TRANSFORMER 14.BEFORE ORDERING AND/OR BEFORE mu° AWG. AMERICAN WIRE GAUGE FON. FOUNDATION PRC PRIMARY RADIO CABINET XLPE CROSS-UNK POLYETHYLENE ATING/CONSTRUCTING/iNSTAWNG ANY STEMS, VERITY THE TYPES AND PROJECT iNFORMATION�. BAIT. BATTERY F.D.C. FACE OF CONCRETE PRI PRIMARY C CENTERUNE FABRIC BD. BOARD F.O.M. FACE OF MASONRY P.S.F. POUNDS PER SQUARE FOOT C PLATE. PROPERTY LINE QUANTITIES. cm BLDG. BUILDING F.O.S. FACE OF STUD P.S.I. POUNDS PER SQUARE INCH F BILK. BLOCK F.O.W. FACE OF WALL P.T. PRESSURE TREATED 15.CONTRACTOR SHALT.PROVIDE SITE FOREMAN WfTH A CELLULAR PHONE AND m BLKG. BLOCKING F.S. FINISH SURFACE PWR. POWER (CABINET) KEEP SAME ON SITE WHENEVER PERSONNEL ARE ON SITE. NWPTS_NODE 008A BM. BEAM FT.(') FOOT (FEET) QTY. QUANTITY e B.N. BDUNDARY NAILING FTG. FOOTING RAD.(R) RADIUS 16.THE CONTRACTOR SHALL VERIFY ALL MMENSLONS AND CONDITIONS ON THE 690[CS]NEWT ORT CENTER DR., `-� BR. BRANCH FU FUSE RBS RADIO BASE STATION SITE AND NOTIFY THE PROJECT MANAGER OF ANY DISCREPANCIES BEFORE n BRKR. BREAKER G GROUND {BASE STATION JG NETWORKS) STARTING ANY WORK. FRONT OF e n BTCW. BARE TINNED COPPER WIRE OR GROWTH (CABINET) RCPT. RECEPTACLE NEWQORT BEACH,CA 92660. BTS. BASE TRANSMISSION SYSTEM GA. GAUGE REF. REFERENCE n B.O.F_ BOTTOM OF FOOTING GEN. GENERATOR REINF. REINFORCEMENT(ING) 17.CONTRACTOR TO PROVIDE COMPLETE SET OF AS BUILT DRAWINGS WITHIN v= B/U BACK-UP CABINET GI. GALVANIZE(D) REQ'D. REQUIRED 10 WORKING DAYS OF PROJECT COMPLETION. Q C CONDUIT G.F.C. I. GROUND FAULT CIRCUIT INTERRUPTER RCS. RIGID GALVANIZED STEEL ` GIB. CABINET GCB, (GLU-LAM) GLUE LAMINATED BEAM RRU REMOTE RADIO UNIT 1B.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION THE FABRICATION OF � CAM. CANTILEVER ED GND GROUND (RADIO TRANSCEIVER) MATERIALS TO BE INSTALLED AT HE SITE, THE CONTRACTOR SHALL FIELD ` n CB. CIRCUIT BREAKER GPS GLOBAL POSITIONING SYSTEM RX-AIT RECEIVER AIR INTERFACE TROY ` TR COMA CODE-DIVISION MULTIPLE ACCESS (2G & JG) GRIND. GROUND SAF SAFETY STRUCTURESDIMENSIONS N OR STRUCTURAL ELEMEN S HAVING AB T ONS OF OUSTING BECHTEL DRAWING NUMBI=R BEARING O G WTHENG P COOK CONSOLIDATION DISTRIBUTION UNIT KIT GSM GLOBAL SYSTEM MOBILE (2G+ MOBILE TECH.) SCH. SCHEDULE m t C.I.P. CAST IN PLACE HOBC HARD DRAWN COPPER WARE SDBC SOFT DRAWN BARE COPPER SCOPE OF HE WORK TO BE PERFORMED. IF ANY DISCREPANCY IS FOUND 26134-617-CO-0000-OD662-007 CKT. CIRCUIT HDR. HEADER SEC SECONDARY BETWEEN HE VARIOUS ELELiETlTS OF H DRAWINGS E WORKING GS AND HE CLG. CEIUNG III HANGER SHT. SHEET DIMENSIONS OR CONDITIONS FOUND TD BE EOUSTING IN THE FIELD, THE e e CUR. CLEAR FPS HIGH PRESSURE SODIUM SIM. SIMILAR CONTRACTOR SHALL NOTIFY THE ENGINEER NP OBTAIN DESIGN SHEETTITLE: CMU CONCRETE MASONRY UNIT (JAMB BLOCKS) HT. HEIGHT S.N. SOLID NEUTRAL RESOLUTION PRIOR TO PROCEEDING WITH THE PORTION(5} OF THE WORK d0 E m CONIC. CONCRETE [ N(� NCH�ES COPPER GROUND BUS SPEC. SQQEUARE T10N(S) FAILUREAFFECT TO O SO NOT THE TIIFY HE ENRACTOR GINEER NDE SOLE OBTWN LIABILITY FOR ANY BEFORE o a c°Opisi. CONNECTION LLB(g) INTERIOR S.S. STAINLESS ao STEEL - ROCEEOING. GENERAL NOTES, LEGEND A CONT. CONTINUOUS LB. LAG BOLTS STL STEEL 19,CONTRACTOR TO DELIVER (E) POLE To clrr YARD. AND ABBREVIATIONS m z d PENNY (µAILS) LF. LINEAR FEET (F00 STRCC. STRUCTURAL t DBL DOUBLE LG. LENGTH SURF SURFACE n ;_ DC DIRECT CURRENT L LONG(ITUOINALj SW SWITCH ® o J OEM. DEMAND MA LOW PRESSOR SODIUM TEL TELEPHONE �.. DEFT. DEPARTMENT LTE LONG TERM EVOLUTION (4G MOBILE TECH.) TEMP. TEMPORARY *AK * /ieA�y SHEET NUMBER: n n�- p,F. DOUCLAS FIR FADS. MASONRY THK. HICK�NE55} CIA. DIAMETER MAX. MAXIMUM TMAS TOWS MOUNTED AMPLIFIER m Elm, DIAGONAL M.B. MACHINE BOLT DC SUPPLY VOLTAGE) r a DIM. DIMENSION MI MECHANICAL 7.N. TOE NAIL . DWG. DRAWING((5) MFR. MANUFACTURER T.OA. TOP OF ANTENNA pWL DOWEL(Sj MIN. MINIMUM T.O.C. TOP OF CURB 0 3 a EA EACH MISC. MISCELLANEOUS T.O.F. TOP OF FOUNDATION — 2 EGR. EMERGENCY GENERATOR RECEPTACLE MILD MAIN LUGS ONLY T.D.P. TOP OF PLATE (PARAPET) - Fl- T r a EL. ELEVATION MTD. MOUNTED T.O.S. TOP OF STEEL m t o ELEC. ELECTRICAL MTG. MOUNTING T.O.W. TOP OF WALL 3 ELEV. ELEVATOR MTL METAL TYP. TYPICAL I III.- 6 1 5 14 3 2 1 1 NOTES: APPLICANT: 1. IF DIMENSIONS SHOWN ON PLAN DO NOT SCALE CORRECTLY, CHECK FOR REDUCTION OR ENLARGEMENT FROM ORIGINAL PLANS_ P aw2. UTILITY DESIGN AND RUNS ARE PRELIMINARY. PENDING nrj FINAL DESIGN FROM UTILITY PROVIDERS, Mobility 3. PULL BOXES AND LIDS SHALL BE SPECIFIED AS d CONCRETE OR APPROVED EQUAL. 1462 E0INGER AVENUE,3rd FLOOR O _ y / TUSTlN,CA 92780 ` 4. REMOVE EXISTING LIGHT POLES AND LIGHT BASE. I y `aT REPLACE PARKWAY AND/OR SIDEWALK, IN KIND. Z (E) BUILDING & 2 3 0 5. CONTRACTOR TO PROTECT IN PLACE ALL SEWFR AND PARKING LOT 1' ENGINEER: WATER LATERALS WHICH CROSS UNDER/OVER THE e 7pl•; ' e PROPOSED ELECTRICAL. TRENCHING. I so-6. 0� e n 6. ALL NEW LIGHT POLES SHALL RECEIVE A COATING TO c m PROTECT AGAINST GRAFFITI. ' 50,6� 0 7. GENERAL CONTRACTOR SHALL RE-LOCATE ANY SIGNS y � c� ON EXISTING LIGHT POLE TO A NEW LIGHT POLE. jr a BECHTEL INFRASTRUCTURE err S. EDGE OF NEW ASPHALT PATCH IS A MINIMUM OF AND POWER CORPORATION G r � ,��; , N 1-FOOT FROM THE EDGE THEOTRENCH, ON BOTH SIDES. c `� C.] 16008 ARMSTRONG AVENUE, o d NEW ASPHALT SHALL BE PLACED (1-INCH) THAN THE ;10 SUITE 225, IRVINE, CA 92606 g= EXISTING ASPHALT, AND A MINIMUM OF 4" THICK. REPLACE G IN KIND. STORM DRAIN VARIES e S 9. WHERE THE EDGE OF NEW ASPHALT PATCH IS WITHIN �� n 33-6" . 3 DRAWN BY: GS a 2-FEET OF THE EDGE OF GUTTER ALL EXISTING ASPHALT CHECKED BY: n KP FROM THE EDGE OF GUTTER TO THE EDGE OF TRENCH "� 5AN �~ a` SHOULD BE REMOVED AND REPLACED. IN THE FIELD THIS C j f `0 15 REFERRED TO AS A 2 FOOT FLOATER. R f REVISIONS: ' 10. CONTRACTOR TO VERIFY SUB STRUCTURE LOCATIONS �_ I 1 REVISED To UPDATE C PRIOR TO ANY EXCAVATION. J W 7 pvzslzo Gs POLE DESIGN ��� '^ REVISED TO UPDATE t E W 6 01107120 POLE MODEL&INCLUDE SB -o 11. ALL CONDUCTORS/WIRES & CONDUIT, SHALL BE f 0 3 SCE POWER DESIGN $ INSTALLED IN A NEAT AND TIDY FASHION. ALL EXCESS fff I D avovls Issuer FOR Vss' WIRE SLACK IS TOO BE REMOVED AND HIDDEN AS MUCH PEItMITrcoNSTRucTION m STORM DRAIN VARIES e AS POSSIBLE. ", ; 1 a A 12l2411B ISSUED FOR REVIEW PKS 0 0 12. ALL NEWLY INSTALLED EQUIPMENT SHALL BE PAINTED T`-' I REV DATE DESCRIPTION BY -` TO MATCH EXISTING POLE, AND OR SURROUNDINGS. (N) SCE PULL BOX (JH387A) a f HOTEL SIGNAGE 0 o UNLESS PROHIBITED BY MANUFACTURER. LICENSER: SURVEY NOTE A�6 (E) PARKING LOT E 1. THE PROPERTY LINE SHOWN HAS BEEN CREATED n `e o WITHOUT THE BENEFIT OF A SURVEY AND IS FOR (1) (N) 3' DU CONDUIT FOR REFERENCE ONLY. ALL PROPERTY LINES, EASEMENTS AND POWER WITHIN (N) POWER ' • s g a q nR SETBACKS SHALL BE VERIFIED ROUTED FROM NED PRIOR TO START OF ) SCE TN CONSTRUCTION. BECHTEL DOES NOT GUARANTEE THE PULL BOX JH387A TO (N) PULL r N v 387B !r I ACCURACY OF SAID PROPERTY LINES, EASEMENTS, ROADS BOX JH (*153-0-) REFER I ram �`j a CBOW ` AND SETBACKS. THIS SITE PLAN IS NOT A SURVEY AND SHEET UD-4 FOR DETPJL5 _ -(N) AT&T PROJECT LOCATIOr. c IS PROVIDED FOR INFORMATION ONLY I N 4r (E) GRASS AREA - SEE ENLARGED SITE PLAN 9T tacm CITY OF NEWPORT BEACH NOTES i X } w A.P.N: 442-101-27 o N 1 j A 2 EXPIRATION DATE: 0%/30/2020 SEWER t8' W OF CL �a 1. AN APPROVED ENCROACHMENT PERMIT ID REQUIRED FOR ALLWORK ACTIVITIES ELECTRICAL ±33' W OF CL m° WITHIN THE PUBUC RIGHT—OF—WAY. Z irk iti}, PROJECT INFORMATION: —:a 2. CONTRACTOR SHALL PROVIDE LANE CLOSURE PLANS PER WATCH HANDBOOK CAN f37' W OF CL b! � 1 Q [�'! eLNEO STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARDS I V) 1 TELEPHONE ±57' W OF CL I a TACTOR TO RETURN E) STREET LIGHT AND LIGHT ARM TO THE CITY OF 1 1 111 1 i a ° PORT BEACH UTILITIES YARD. IF DAMAGED DURING THE REMOVAL, O yw. T Ei, TRACTOR SHALL BE REQUIRED TO PURCHASE AND DELIVER A I �� '' - NWPTIa NODE 008A ACFMENT. Cf1Y CF NEWPORT BEACH UTILITIES YARD: 949 W. 16TH STREETJPORT BEACH CA 92663. CONTRACTOR SHALL DISPOSE OF THE EXISTINGCURB GUTTER 1 690[CS]NEWPORT CENTER DR., EET LGHT POLE AND ARMS IF UNWANTED BY THE CRY FOR ANY REASON. I �z. (E) TREE TYP FRONT OF SIDEWALK MSHALL BE ROVED OR EPLACEDGED IN N ENTIRE SECTIONS BETWEENON, ALL CURB, GEXPANSIONSN 1 - _ANI4 NEWPORT BEACH,CA 92660. JOINTS. NO SAW CUTTING AND PARTIAL PATCHING SHALL BE PERMITTED. ALL I �' a m CONSTRUCTION DETAILS FOR REPLACEMENT SECTIONS SHALL BE PER CITY OF ` e NEWPORT BEACH STANDARD DRAWINGS. , 3B'-(f 38'-4e �m 5. THE CONTRACTOR SHALL REPAIR, REPLACE CR RE—ROUTE ALL LANDSCAPE, 12'-6" 1 v 5D'�fj. y 5 P IRRIGATION LINES AND FIXTURES AN KIND INCLUDING LINE SIZE, HEAD TYPE, 6� 1 60' t< SPACING AND CONTROL WHERE DAMAGED BY CONSTRUCTION TO THE � p11 BECHTEL DRAWING NUMBER_ 4' ' SATISFACTION OF THE CITY OF NEWPORT BEACH, 4 T 26134-617-CO-0000-00682-007 2 6. THE CONTRACTOR SHALL REPLACE ALL EXISTING GROUNDCOVER, INCLUDING =6 SAND AND ALL OTHER LANDSCAPING INCLUDING TURF, SHRUBS, AND/OR To c Z TREES IN KIND INCLUDING SIZE, SPECIES AND SPACING WHERE DAMAGED BY e m >r SHEET TITLE: u o � NEW CONSTAUCT1pN TO 7H£ SATISFACTION OF THE CITY OF NEWPORT BEACH. p = 7. DIRTY OR DAMAGED STREET SIGNS SHALL BE REPLACED BY THE CONTRACTOR. GAS ±46' E OF CIL m E (PROTECT IN PLACE) c o n m ELECTRICAL f40'-6" E OF CIL Ld N46" ACP WATER 34' E OF CL 7) SITE PLAN A ��� , DIG ALERT 12 , SHEET NUMBER.. E_ *2 I1tmEtP0LIft SOMM&MT Or SXRHE i Cgf0F6M u m° DIAL TOLL FREE FULL SCALE 1"=30'-0" o < 1-800-277-2600 SITE PLAN 30 15 0 30 60 FT t=p / AT LEAST TWO DAYS BEFORE YOU DIG HALF SCALE 1 60'--0" 6 5 4 3 2 11 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 Q 3. ALL THE SIGNAGES ON THE (E) STREET LIGHT POLE SHALL BE RELOCATED ONTO THE (N) STREET LIGHT POLE AT SAME LEVEL atQ�+ n' 4. GC TO DETERMINE THE SIZE OF (E) POLE FOUNDATION AND (N) POLE FOUNDATION TO BE A ACCORDINGLY. �.L`Vli STRUCTURAL ANALYSIS AND DESIGN OF (N) POLE AND ITS FOUNDATION TO BE DONE 9Y OTHERS. Mobility $0 1452 EDINGER AVENUE,3rd FLOOR m v TUSTIN,CA 92780 0 �a e= TOP OF 4N) AT&T ANTENNA TOP OF N AT&T ANTENNA a 2 ELEV. 34-8 A.G.L ELEV. 34-8 A.G.L RAID CENTER OF (N� AT&T_ ANTENNA RAO CENTER Of N AT&T ANTENNA ENGINEER Ez S'r(N) 14'0 CONCEALFAB SHROUD - - ELEv.3 8' A G.L� (N) 14'0 CONCEALFAB SHROUD —- ELEV.33 e°�c L BOTTOM OF N AT&T ANTENNA ) BOTTOM OF N AT&T ANTENNA s m ELEV. 34-B (A.G.L) J ELEV. 32-8 A.G.L 3 (3) (N} RRUS 2203 {5TACKABLE) C,4 "I' TOP OF N LUMINAIRI' C (3) (N) RRUS 22D3 (STACKABLE) i TOP OF N LUMINAIRE p p (1) (N) RRUS 2203 & I ELEV. 29-B A G.L (1) (N) RRUS 2203 & I b ELEV. 29-8 AG.L E (1) (N) SURGE PROTECTION —C, OF N LUMiNAIRE (1) (N) SURGE PROTECTION CfL OF N LUMINAIRE EECHTEL INFRASTRUCTURE eN DEVICE (SPD) -- - � U -- DEVICE (SPD) AND POWER CORPORATION ELM 29-4 (A.G.L ELEV. 29--4- (A.G.L -—- 16808 ARMSTRONG AVENUE, �; TO BE LED T'fPE. 3000 KELVIN SUITE 225, IRVINE, CA 92606 o r TO MATCH E TQ BE LED TYPE, 3000 KELVIN I; �'�, _ TO MATCH EXISTING FIXTURES cos EXISTING FIXTURES E BOTTOM OF N RF SIGNAGE 6'-0' ELEV. 26"-0- (A.G.L) DRAWN EY: GS 3¢ T 3xM1.750' �, CHECKED BY: KP m m ,Gt- - 1 'Uxp1.750" REVISIONS: C �.p !r REVISED TO UPDATE OF� BANNER ATTACHMENT Ic, ,_ _-—- OF� BANNER ATTACHMENT j. 7 01/29120 POLE DESIGN Gs -a -—- ELEV. 22-0 A.G. —-—- ;_ I ELEV. 22-0 NNER REVISED TO UPDATE 6 01107120 POLE MODEL S INCLUDE gg m o I I SCE POWER DESIGN! m w 010 3/4' 016 3/4 r_ i ISSUED FOR i 0 02I04719 PERMITICONSTRUCTION VSP (N STREET LIGHT POLE DESIGN k N STREET LIGHT POLE DESIGN I A 12I24719 ISSUED FOR REVIEW PKS °a ) ( ) i i FUTURE BANNER & BRACKET LOCATION m REQUIREMENTS: REQUIREMENTS: r' I ; (BY OTHERS) REV DATE DESCRIPTION BY a 1. INSIDE RISER FOR FIBER, k, 1. INSIDE RISER FOR FIBER, a E POWER & GROUNDING POWER & GROUNDING i i LICENSER: E (N) 10.75' DIA STREET (N)10.75' DIA STREET e `o LIGHT POLE f5637 A "Q BANNER ATTACHMENT LIGHT POLE #5637 I--_ _ - - L OFQ BANNER ATTACHMENT (TO BE INSTALLED BY AT&T) _ ELEV. 14-0' A.G.L�� — (TO BE INSTALLED BY AT&T) J ELEV. 14-0 A.C.Q r c rI• m = (N) SCE PULL BOX g w REMOVE (E) STREET LIGHT POLE J: REMOVE (E) STREET LIGHT POLE } cmom AND INSTALL (N) STREET LIGHT , (N) 1 1/4'i CONDUIT FOR POWER WITHIN AND INSTALL (N) STREET LIGHT ', l POLE ON (N) POLE FOUNDATION )� N POWER TRENCH ROUTED TO (N) SCE POLE ON (N) POLE FOUNDATION o At SAME LOCATION PER ' PULL BOX AT SAME LOCATION PER F of A% ` MANUFACTURER'S SPECIFICATIONS E SHRUBS MANUFACTURER'S SPECIFICATIONS g (TO BE INSTALLED BY AT&T) ( ) O BE INSTALLED BY AT&T) IXPIRATION DATE: as/ao/z0za (GC TO REPLACE THE SHRUBS ' All TO ITS ORIGINAL KIND) m F BOTTOM OF (E) SIGNAGE BOTTOM OF E SIGNAGE, PROJECT INFORMATION: "a ELEV. 7'-0- (A.G.L) ELEV. 7'-0- (A.G.L) (h) 1 1/4'0 CONDUIT FOR STREET zip LIGHT POWER WITHIN (N) POWER 3'-4' (E) SHRUBS NWPTB_NDDE 008A u. TRENCH ROUTED TO (N) POLE LOCATION - (GC TO REPLACE THE SHRUBS TOP OF E CURB TO ITS ORIGINAL KIND} 690(CS]NEWPORT CENTER DR., ELEv. O'-O" 6'-0' C-0' 1a'-s' g,_0. FRONT OF (E) CURB & GUTTER NEWPORT BEACH,CA 92660. 4 S (E) CURB & : V 4�`°LvG ° I c 9`0 GUTTER °� v p ,: �/ �� �c1 r�' �!cic� °olE� L TOP OF E CURB f ELEV. 0'-0" n ;' r- - + �c0..�sficr� ,;7� I.en L �.wv S'• I. E SIDEWALK BECHTEL DRAWING NUMBER 26134-617-CO-0000-00682-007 o t _r SHEET TITLE', m ELEVATIONS A N STREET GROUND ROD STAINLESS 4 n ` m (N) OT-6' x 5'-6' DEEP LIL FIT PULL BOX STET 6 SOUD COPPER CO 2ETE x 5-6 DEEP '_ n;e. CONCRETE POLE FOUNDATION TO ;_•..;:;.� CONCRETE POLE FOUNDATION :S y "F ;. ® ; BE INSTALLED BY AT&T (N) 1 1/4'4 CONDUIT FOR POWER INSULATED WITH EXOTHERMIC TO BE INSTALLED BY AT&T •1. .. o a� 2-6. ROHIN UTED(TO N)�POLE/FIBER LOCATIONTRENCH CONNECTION Z 2' 1 SHEET NUMBER- 2'-6" m a (N) 2"w CONDUIT WITHIN {N) (N) AT&T FIBER c' FIBER TRENCH ROUTED TO (N) PULL BOX FULL SCALE 3/8"=V-O" FULL SCALE 3/8"=V-0" POLE LOCATION 2' 0 2 4 6 Fr PROPOSED NORTH ELEVATION 2' o z a s FT PROPOSED WEST ELEVATION i L v HALF SCALE 3/16"=V-D" HALF SCALE 3/16"=V-0- 6 5 1 4 At 3 2 1 NEW MANUFACTURER SPECIFICATIONS 11... AAFFIX REQUIRED SGNAGE AT TOP OF POLE RAYCAP-RSCAC-1333-PS-240 GAI-TRONICS-GQ2410-06621 PSEUDO OMNI APPL'c°''�rr: (TO BE INSTALLED BY AT&T) ON THE SUPPORT STRUCTURE SO THEY ARE CLEARLY VISIBLE: CANISTER ANTENNA (1) NEW OMNI ANTENNA ATOP OF NEW A INSTALL 3-4 FEET BELOW ANTENNA (MEASURED FROM TOP OF SIGN) MECHANICAL G CONCEALMENT CONNECTION(POWER): MAIN eREAKFR#12- #20 AWG(3.31 -BT4MM2)BRANCH MECHANICAL SPECIFICATIONS 2. SIGNS OR DECALS SHALL BE MADE OF WEATHER, CORROSION AND ULTRAVIOLET BREAKER/14-III AWG(2-5-6M142)GROUND AND NEUTRAL (2)NEW 2203, (1) NEW 2205 RADIO (UV) RESISTANT MATERALS. AT A MINIMUM, EACH SIGN OR DEAL SHALL INDICATE THE; BUSBARS#14-02 AWG(2.CB- 33.6MM2) DIMENSIONS (HEIGHTxDIAMETER)- 24.9 x 10 INCHES �1�1 e WITHIN SHROUD AND (1) NEW 2203 ANTENNA OWNER/ OPERATORS NAME, EMERGFNCY 24-HOUR CONTACT NUMBER, ENVIRONMENTAL INGRESS PROTECTION(IP)RATING: NEJMA 4X (634 x 255 mm) I4 T` 0 a / ` (FUTURE) UNIQUE IDENTIFIER FOR THE ANTENNA Sr7E, AND SCE EQUIPMENT CATALOG NUMBER OPERATION TEMPERATURE: {,C)-40'C TO+ao'C FOR FOLE TOP INSTALLATIONS (WHEN INSTALLING ON SCE POLES). STORAGE TEMPERATURE: {-c)-70.C TO+80'C WEIGHT EXCL MOUNTING BRACKETS: 17.2lbs (7.8 kg) Mobility =e ENCLOSURE TYPE(OUTDOOR)POLYCARBONATE UL 94V-0 RATED c NO. OF CONNECTORS 10 X 4,3-10 DIN FEMALE a 3 3. SIGN 'A' IS TO BE MADE ON 32 MIL ALUMINUM SHEETING. ENCLOSURE DIMENSION: L •W•H)10.43'X 9.36'X 6.68' e 0 ( 1452 ED#NGER AVENUE,3rd FLOOR a_ METAL W/ BAKED [217 =128 •256 MM] CONNECTOR TYPE & 10 X 4.3-10 DIN FEMALE c 1 ENAIAEL FINISH ENCLOSURE: HINGED WITH CUSP FREQUENCY BAND [MHz]: 1695-23600\3550-3700\5150-5925 TUSTIN,CA 92780 D c a (1) NEW LUMINAIR€ PER __-_ 6' WEIGHT: B L9S(3.62Kc] 4 X 4.3-10 DIN FEMALE c UTILITY REQUIREMENTS ELECTRICAL (1695-23600) MHz MODEL NUMBER: RSCAC-1333-PS-240 a 0 0 MAIN 31SCONNECT: GOA SHUNT TRIP MAIN BREAKER 4 % 4,3-10 DIN FEMALE EXISTING CURB NOTICE `a o NUMBER OF CIRCUITS: AVAILABLE UP 7O 10 (355C-3706) MHz ENGINEER: `e (1) NEW DISCONNECT WITH INTEGRATED BREAKER6� ACCDMpOgTES 5 TANDEM 2 X C3-10 OIN FEMALE w_ SURGE PROTECTION WITHIN SHROUD SURGE PROTECTION DEVICE(SPO)TYPE TO UL STRIKESCRB 3a-A-2cHv (515q-S95q) MHz • SURGE PROTECTION DEVICE(SPO)TYPE PER UL 1449 4TH ED: RECOGNIZED UL EPO n SURGE PROTECTION DEVICE(SPD)CLASS TO IEC 61643-11: CLASS I MAX WIND SPEED, 150 mph PLAN VIEW A NOMINAL OPERATING VOLTAGE[UN]120Y/240V SPLT PHASE P c e a NOMINAL DISCHARGE CURRENT[IN]PER UL 1449 4TH ED: 20 KA B/20 MS RADOME MATERIAL: ASA r e MAXIMUM DISCHARGE CURRENT[MAX]PER IEC M643-11: 60 KA 8/20 MS • IMPULSE DISCHARGE CURRENT(IIMP]PER IEC 61643-11; 5 RA 10/350 MS y e MAXIMUM CONTINUOUS LEVEL[UP]PERIEVOLTAGE[UD](MDDn: ,s 0 PER UNE BECHTEL INFRASTRUCTURE a a NEW MOUNTED ANTENNA AT&T brw aperatna antennae at itIH structure,a VOLSUPTAGE PROTECTION LEVEL[UP]PER IEC 61643-11: 700 E MOUNTED ON TOP OF ALove Th s Point you are ante{n an a ea the e D. 9 PROTECTIONPR�SSJO ODES:TIECH IOCY: 1 T AND POWER CORPORATION CONCEALMENT SHROUD +a tactic lreRMenty(Rf•)fialde may exeaetl the FCC PROTECTION MODES: L1 TO NEUTRAL,L2 TO NEUTRAL 1 Occupational Expoeura UMI 9O a N STRIKESORE MOOULES ARE COMPLIANT TO THE FOLLOWING SURGE PROTECTIVE DEVICE O 0 16808 ARMSTRONG AVENUE, Fellow safety 9uidellnae for.arkrng in an RF T anvironment (SPD)STANDARDS: O Q SUITE 225. IRVINE, CA 92606 =o UL 1449 4TH EDITION: 2011.!EC 61643-11: 2011.EN 61643-tt: 2012.IEEE C62.11 2005, POLE TOP CONCEALMENT IEEE C62.41: 2002.IEEE C62.45: 2002,NEMA-LS-1 CER71F1CATION UL,VDE,CE _y Contact AT&T at SM-638-2822 and fall.. their _ •0, a m PANEL EOARD CERTIFICATION: UL 67(SUITABLE FOR USE AS SERVICE EQuiPMENT) OO OO BY CONCEALFAB inalrucUon�prior to performing any maintenance w v c e or repairs above this point. 938 O O • 8 {/\, (2aa] DRAWN BY: GS .m • ! Caution Sign 15 Thls Is AT&T alto USID; 230004 . O A (218 7 � ® CHECKED BY: KP `0 5 - REVISIONS: a MOUNTING HOLES, C C O BE LED TYPE, 300D TYP. (AS REQ'D) [�Tp] BOTTOM �r REVISED TO UPDATE n n KELVIN FO MATCH J [265] Gse � 7 01129720 GS '- C FIXTURES 4. POLE DESIGN 4. RF RADIATION SAFETY SIGNS SHALL BE POSTED ONLY WHEN REQUIRED BY RF (219) [i4z] 1"-14 BOLT t`m ENGINEERING OR LOCAL JURISDICTIONAL REQUIREMENTS. RF ENGINEERING SHALL 6s1 ® ® [124]a_se REVISED TO UPDATE -E O• INDICATE THE TYPE AND LOCATION OF RF RADIATION SAFETY SIGNS THAT SHALL BE O ® 5.0 9 ),0' 6 0110712D POLE MODEL&INCLUDE gg 'a (N) 6'X6' RF SIGNAGE POSTED WHEN REQUIRED AT A SITE. 'AT&V SHALL BE NOTIFIED IF A SIGN IS PART NO.G42410-66621-111{GRAY) v° 3xm 73 . �r SCE POWER DESIGN /r REQUIRED TO BE INSTALLED A7 A SITE. 1 O O• PART NO.GC12410-06621-611(BROWN) I m^ _ • PART NO.G02410 06621-611(BLACK) 0 02J01119 VSP c 5, RF RADIATION NOTICE SAFETY SIGN SYMBOLS AND COLORING MUST CONFIRM TO PERMISSUED FOR TICONSTRUCTION c C THE ANSI STANDARD Z535.3 FOR RADIO FREQUENCY ENERGY AND CURRENT FLOW FRONT L- (1) 2' & (2) 1' RIGID SYMBOLS. FRONT BOTTOM PART NO.G0 241 0-06621-Cl1(CHROME) A 17124/16 ISSUED FOR REVIEW PKS m FIBER WITHIN FOR POWER AND REV DATE DESCRIPTION BY RF NOTICE SIGNAGE 6 SURGE PROTECTION DEVICE 3 ANTENNA SPECIFICATIONS 1 a (N) FUTURE BANNER o n a LICENSER: & BRACKET LOCATION a BY OTHERS ERICSSON -REMOTE RADIO UNITS 2203/2205 NOTICE MECHANICAL SPECIFICATIONS �.. RF energy emitted by this device may exceed the FCC's general DIMENSIONS (WxDxH): 7.87'x7.B7`x3.94'.INCLUDING .S` a N CONCRETE POLE public exposure limits.Stay at least 1 foot away from the device. MOUNTING BRACKET AND ��r7rx1 c r ESTHETIC FRONT COVER 1 Ca11800-fi38 2822 for help if you need access within 1 foot 0 UD_ VOLUME AND WEIGHT: 4 LITRES AND < 4.5 kg IL- j (9,92 lb.)(4) 3/4--10 pUNC X 5- MOUNT AVAILABLE FROM EXCEL SIGN AND DECAL: MOUNTING: WALL AND POLE MOUNT BOL73 WITH COUPLING NUTS 0 90' Nt1p://www.we"fIdsigns-corn/home-php?coi+1135 AND CLICK ONON 9,45' BOLT CIRCLE FOR TOP AT&T INTERFACE SPECIFICATIONS: OF cpU MOUNT ATTACHMEr•NT WITH (4) 3/4' PH: 51C-651-0445 ANTENNA PORTS:1-UNC 55 HHM5 & (4) 3/4' CUT N91--DC-16 3"%6' NOTICE DECAL NOTE USED 2 x 4.3-10(F) EXPIRATION DATE 09/30/2020 B a WASHERS (BY OTHERS) "Far 1 Fo.t Distance• VINYL DECAL WITH ADHESIVE BACKING CPRI: 2 x 2.5/5/10 Gbps m r (EXCHANGEABLE SFP e $10 3/4' MODULES) 150 m (I) 1-CONDUIT FOR OPTICAL INDICATORS: 5 PROJECT INFORMATION_ Place three NOTICE sticker at the batlam of the r: 1 B0' AT&T POWER front of 9re radome of each ante a EXTERNAL ALARM: 2 a EQUIPMENT o� FIELD GROUND: 1 0.4 ^^_ 1. GENERAL CONTRACTOR TO REVIEW AND ADHERE TO THE APPENDIX OF THE COMPLIANCE IIDCUMENTAT10N FOR EACH SITE NWPTB NODE 008A wee _�T ___ ELECTRICAL SPECIFICATIONS: 690 rC5 NEWPORT CENTER DR., 90' Q p^ 27D' OMNI ANTENNA DISCLAIMER LABEL 4 POWER SUPPLY: -46 V DC DR 100 -250 VAC 76Y ` FRONT 01= as NEWPORT BEACH,CA 92660. -- - SHROUD POWER OUTPUT: 97 WATTS MAX a 14•0 rn a c a O LIFTING LUGS MAX HEAT DISSIPATION; 90 WATTS "T -(1) 3 CONDUIT FOR GALTRONICS OMNI a MINIMUM AC FUSE RATING: 6 AMP o` 'y AT&T COAX {fi JUMPERS} ANTENNA IVD' GQ 10-066Z1 5 SHROUD TOP BECHTEL DRAWING NUMBER (1) 1'POWER c= a CONDUIT FOR 26134-617-CO-0000-013682-007 • POLE TOP DETAIL LUMIHAIRE 14" CONCEALFAB _ 9DO405 SHROUD m n r•� NEW FOUNDATION PER m TB7 7M R7' 3 SHEET TITLE: p - '�. MANUFACTURER SPECIFICATIONS (3) NEW RRU 2203 C ��:; =a;:;:., (TO Be INSTALLED BY AT&T) (sTACKABLE} (') NEW 22DS NOTE USED EQUIPMENT DETAILS A N 4� `� •" 1 O� L• ,��� n � nn r� `x- NOTES: SURGE PROTECTION z ,�: I- POLE BY AMERON OR APPROVED EQUAL. DEVISE (SPD} n� =^ 'y� 2. NEW WIRING AND CONDUIT PER UTILITY SHEET NUMBER: REQUIREMENTS 3 FRONT BACK SIDE _ u°m NEW CONCRETE NEW CONCRETE r LIGHT POLE UGFCr POLE m'a -5 = c POLE DETAIL 10 SHROUD DETAILS g RRU SPECIFICATIONS 2 m Sol 6 5 4 3 2 1 APPLICANT: 0 mu aw e n I u 6 d � Mobility q 3 2 1 e LL 1452 EDINGER AVENUE,3rd FLOOR m a O TUSTIN,CA 92780 p Cv a r e? H H m - a 1p ENGINEER: E APPROXIMAIFANTE N;kCENTERLINE ,-rc`�i I BOTFOM OF 32Ar n 3 € m - -` e 40' _ Q o 0 ` a BECHTEL INFRASTRUCTURE o -. 29'-N' D •Y 2J3 ID l c AND POWER CORPORATION °- 8 ARMSTRONG AVENUE, R36.066� QQ Q D $� o SUITE225, IIRV NE, CA92606 v E 3X p 1.750 DRAWN BY: G5 o -EF 24 r 24.00 37M z �\ P CHECKED BY: k[P at z � O ' a REVISION&, o � FUTI)RE ATTACHMENT $ Q O C ='a I rl 7 01179120 REVISED TO UPDATE GS a z ,U POLL:DESIGN E (� 0 ❑ REVISED TO UPDATE t ---- - -- z 6 01107/20 POLE MODEL S INCLUDE 88 E PDLE IS ANALYZED FOR O U t o E WIND BANNER AT 90 MPH SCEk5SUEDRFOR DESIGN PER CITY OF NEWPORT � � � m s BEACH BANNER POLICY O 0 02101119 VSP o L-18(BANNER SUPPORT / A 12124116 A�SSUIED FOR REVIEWN PI(S A ARMS BY OTHERS) a© O 'CT �a REV DATE DESCRIPTION BY a : LICENSER: au 0 0 `o`o D I D h • {0E0.75 at • J` C� W 0o c D a ❑ O B „I a q }idu mi z w 2 r O o' O y PROJECT INFORMATION; • - 5 E o 3 Z > n a ° NWPTB NODE 008A 69a[CS]NEWPORT CENTER DR., Q Q !� '� FRONT OF o < C NEWPORT BEACH,CA 92660. �r C 4 y 11/ 00 NOT ConcealFabr BECHTEL DRAWING NUMBER A 261 34-61 7-CO-0000-00682-007 3 A muinsw,oi�� oWnf�ipa�el Ncna � � Z v CF2 mooewsr JPM 111113119 S14EETTITLE: s_`o • unn�+w JPM 17113l19 2 I C U < N •r POLE DETAILS {BY OTHERS) A m=a N ; ® C SHEET NUMBER', UD a � Of Q a s1 5 1 4 Ir 3 1 2 1 1 LEOTEK mP APPLICANT: ,a, p Ca„apBP LESTEK GreenCobra—Midsize LED Street Light 0GreenCobra"Midsize LED Street Light GCM H-Series Specificafion Data Sheet F tl GCM H-Series Specification Data sheet Lxm35rnlre BpeciRLaHPn, a & b C !L r) Lulnlnelrel)ara � co�ff pax altm•npm nouuni weh wuaerul [.ewrum.sn vemm�atxe:enea!aerue nitwc] !t r.<ermaa�nabee.Lrde-rewraM Mnbility u; WlfgM 10 lb;II.6 kg1 ��-- :x h' lwvapq slq F.Rm n aan[S re I-Ifa'for and ahn a l-wve a9m.ln xdud 4-Wd aphene.wr.de•wnTr:m.9h 3 Vm:i npmrn4 e Eft D446+ /i [_._.. J7 u-sf8'm2318'DOlaiam4mmau.m, ind,.Gs�L ,n,[lne„5—dnmFnkea.e=n.nmeana 1452 EDINGER AVENUE,3rd FLOOR m`� - 1 DntP emnmrn„ml,a,nngnm.;dlswFs.m sPwn9p:,mNa,prayrawoun3caWM911] C4 hPxzinhrrflPlNelED.anareluPPsraur+,ces GPBolSymv[u andCoasurFmrshpx.4SIMGeSFNshmens TUSTIN,CA 927BO D C - _ LWI Pmd prrgpnan Faur-ba'l maunpg Mrrokm optSOSsy,temsorsyuee rFSh4 Kn4 rmpae!*ann9 BPc+53M OL6v Fmsur Gy �� braaFet'n anlaNe MnvnmBuv+emns meet Fype 2,TYPu3,type 9.Pe IYpe50ixrthvaam ��SPD hourrin Weuppst,n per ASrMG151 Apoatlwr.BMe OvnWss2Mpurhnl hat Lvrrunrerlu'h,e4W]e marebin ar.N66 nary e¢rt n516s p$]3 BM.t reeenomr t' r 8a lanment Pa ePreducn 0%WW lumensaaare 5l]° flaB�,v-0r.OpMnFI!,e rM rney Cmnr�IrP,rr VL hoed br uxm we[luntrwn f ef'ff 1• re.,ytn a hem x5'rn]S'sre u ly]tt aR as lR neunMBhwehtMmntl U�J���� Flxin[il PampPneM,ab xlnxd wrhaur Iwnh,ure front vde shxld cunliflin apak ~O� eft a �r SwI[ue aln h-sl mprpmip.ately one mvunhnB hPtRn:t•rmnt vl in Vx umkH Sum rrt6 Cawda Onynz,dsu E c � i � mei�m,na,relare[srarlcPlar-,a:miK9 ENGINEER: pakrartiararerfaw w.[h qurrS.reMa,e tatrhe, [nmmmvm a><aeFM mpdrsl WH.we pE[ Poharmasniel meesr ul 196C Im ye.rees barL ane pee e3h[mnnNla erN GPL rpr S[anaaN ane nrsmtimn creeirwnvn !/ � Orderlrtgird0[mBtl OR --�--- vvt4w-vurge avad,We rvaher+rlaak gwN Pl rulke�sx aPG,mvom.vlmieldF Frc fiNa taM/F tmerwnowEpan Siy�usmFnatcaeE �• Cu samyeeFulury GOns 2hr.o,v Mr'SeyY apPrSR)s'h I-G appGnl[pn}ermslP man amt wthro msblaak wand,[twh [uminan!'n 9wefied bPpemeai ambient O e ' PP a pnarwer dso'[ia/y[ r m I•]md-t Y py�y,ym, gg,k„t SW alfw Ulltl F,rl,tlry Bipdei eatad rlk vleharnm:wmPPrPpy1 lI, PlmmesPrty T � i Ua Whir dWe'IB ~ R xiLn.nuNlgh.pree.whirr lC05 MedrKra Noun ti3>el�mla,N purer ruPPk than tuminahn gmlmwb�are 4s496r a+Ohrd a� cede _ °"'�° 'r rahrre_i, �.Gmentfode'� _. 3B trr,u: 3. kry 12D27n YYYrr IN*, d,mm=mr F-.wPph n 9:red-b mneee—tnntrB hbommePmannraeme Ly - xv 3a;dew Flw i000¢ L TYu=2hk- Be Pan Flo Loa3r[xtmmnret 1[auno!trebaxdpnlE5r1A.211190i75h ga�d.tcmnnttemm�vls.PawerFnPPA vHwILSLM.�BIrFpnGu•wrUprn Ri`CN7E1, INFRASTRUCTURE alV SQVn 1Yx1.e9wm 9:roue' lm t�>• Pa sl la Rharo- Mrml sFOs xetexedin xmraam rnthiES !wluraeamW+rumpvrerr tab+sr of gpaA WruxeY pV S T-a -1 L eardrol�Heola[rr W-00 mn—d-UDilravr-0,Wd cl0k T.1 H.—Olvps .0 ffi01 EMC -M amralneaa 3..,eFC wmlemx a e03mo1M.1,,0We m�e .-CIA 1.1L$lrrmr.1 xa.hm9earar.an t,w4rtmt,mi=rR AND POWER CORPORATION �N .. i(r{;pale IUW'I.ar'apWelCWlaea]Oee3 mmmum dxSaFrummpdates6tP 1a Pule wne Surge ane mmPunems G-2 9pF °o4iOr1" I''vn volaywanaenLaxl IBD,irelrlmcmPn>,ryatbreaetrea a:nl.Glorrrmnp6r.rr,ir+hcE+,utzlc4zel 16808 ARMSTRONG AVENUE. eplRrn cxtealu Vandal re.lae,[xr ,;' Md,nmd6rxUH C4e6PtrCHyh,2pLYISDYAaMA]GIC1362 xeus.ngan9apmm�tetlmtelp SUITE 225, IRVINE, CA 92606 a ti - sn 'rxG �bbn wasmcw.e Flay aafuFrnBtLy Z lw '3w16 Lraym N m Temuru46'al w5,lory O U:p arrve nrr:enr ran be 2naryra m xM fi¢U 150 'hBL 9:•hxr leK9 SYtderdF new Psc onprmrmubk to aaaa[F$n arngvrlwlPot serrd�aPns lr,pl Canbvh wmmime<Pmys[.;th ro E u rp man,iper,5run mhuuNe.drh Fvep brae Lunem lFOLlm 3Wne ehMbwnlrp rnepraz,rn sur4arn a![SI:CLSfi.2,R]B.3,[]3439.C1]613-u2 15. 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G-) `- E r s CONSTROCTION NOTES: APPROVED FOR CONSTRUCTIO EDISON �^�r� ° �,mw"�: ®11.,ti ram ra.,m, nu r _k atl P Q xM y�Yc IT 5Rr or casv,n' s°mr�ie,�a rmm,�r w.n�.mw m a.,nr m".s raM acue„a.<�r-n,a C m / • ■0 �gi 9 i ROx N0, CMMAT RLM ' •v,- .k v�vav env.v,w.nv.abumv F w e.. gg i[xC,x Y a s4 N ns a°a�.vdv 1,Mik mral 4•<a,e ,m ee•fr.b•ad.b Mrn M w ue e - z t- 3g i;° N �u.e. r ,Wbmsv,..=mn,.a,e..a.e.mmMa `m", _ TRENCY. I rw mrdu wfcsx.lws s�m m, 9 _� '°`° 'n�� �N� mn mm x �. ,°.am n.rn m�,.m,m ,rn BECHTEL INFRASTRUCTURE A / 'd a QI E rt U h ° APIo, a MF.n m.raee vae,��f4,6wa b`aia!a�.e—iv,.e°IF.=:v A.0 p = ry u.[ w.vaJr ry bllmmlrur. o nnEE�-,T��aa ��77 / � G g �. w Wl.mbn"mWSm:AG1E,.�N,aMMR AND POWER CORPORATION A. N 23 EW" 1Y z B $� n 3 : o m STREET LIGHT rnrrour >e,�,l n•..s, .,,ae rm m ru ma>e.a[mss„r us m,v r Y x 33 s� w NocoxoNlra_an "•"n`"``° °' 16809 ARMSTRONG AVENUE. oln 2� �6 i= H� = o GpGp nuwHo_ vrcTa.GrcmmO�>RYm r..f .��W°�^ama ""'°na�'°'f"""."°"'r•""° SUITE 225, IRVINE, CA 92606 .y Q; yyg @ a1� I R. ; _�.. abi pn Lu«m.n exNbra.m..,•M N, °e.va WSmIR,. C 6 w Ea Bel E; dw} �n 7 a STREET EIGHT smlme w_nb pM TRENCH u G I =� IYI ER ••E y Vi m' AET.1, ]'b am.b -y: SC4E: 1'- e0' \ N ____ 9 n} ` ri EMf m Fa[v e.Irn rm AE6Mmm N! E veha •r> 4 10�4fi20iTa-LWC ExIEN90N u - gb eE y gT! ° Rux Rn. •�` GS 3 lllJJ111JJ/��x^p�'"�o DRAWN BY: n m a .o xo EX: V51ff4387 VAULT 1 eT. Ag Sdx§�d -S u .°c'f°"m,', Ie.`. "'-,rm..-,,..na r,..m...r.m ma.>r,.,,n�,rb°r CHECKE:U BY: KP 9 4 y xw d%17'%9'1'Tub / fY6 5TRf Yi° g e; g y EDISON x a ma ..n nr a�e 5ar cram, 'nr°m I wRb*4 EX.25XYA 6.9 1211 240 rp.egeDUlr REDn srt o•croxuu�. ' �a e.�nw.,m m mi..ma° ao I.bem.w.a tam s u n..t� CY 1-5 NH CDX IYR30"C2S- w .aR b w+a.a°w re. r.m.r..�b.ae me ba.e.m.a.r ma.mba= t u IN:1-CNN VAR As 0 DUTY -350 IP A-..Y O g � 3 g xeTmfala Rux•n+ '�y [np, =m x ° � .., tea'.d pa nj parr-,a.y ns�ne x e.r wu ms arnau°m€ REVISIONS: Ex: 1-2 r/2'(3z7'1 Q N 12-wl 2-1 ,-2 a 3-I EDGY CUP PLEC k IT,rfis-C8 7-IGO I-7 AL 3-� 6GG4[IP tlEx - STREET LIGHT �' as„n°'n.Nn`�.�bi[ b1 m.a.m..•m••� S EX:31 To rED ! R $_ <� REVISED TO UPDATE EX:366"Z-I f0 t-82 CLP ° p x...m..•m.�a.ar.n rx pme -�.eam.Pr—'I 7 D1I29120 GS y Cr 163-W OOST 2 I/2'TO 4• m�m ' vo coxrnns Pe°'n rt of r.°NwT R,.4, -« 0':I-5 RR CONIC IYA3O-A24- Z tl� : a.ie"ems mnNiar Rcu w a rn'w.m: :m�lu wa s'aee•:�e n=. cb POLE DESIGN IN:I-ONM BAR INS IT DUTY 08-350 IP A-WAY o J �ry SY w °�' AfirrACxC£R-ax x0.� m cws�_ r,RmCei nm n� N�.w as m�.R Ala,°.v�em'om.�.�mn�..ra,.�.m,•r,m,r � REVISED TO UPDATE $ a ¢rv; e e�' ,,xr ar 1MT a96,E s„41d.s r- ��• 'm .mm 6 01107120 POLE MODEL&INCLl1DE SS o SCE POWER DESIGN c� &A m5a '.• .,.9�°e«w..�.a:, . a ;,uu;"�r�. 02101119 ISSUED FOR V5P PERM ITICONSTRUCTION _ fff DENOTES THE FOLLOWrN G: 0 ` e a o�d e W CU DUT WTHOUI ENGA5Ew6Nr s "",,..,mxR r f.,,N.:a sew,man or. e n s$ zouq° ACCEru]�FGR Pal:naas GE meucR �lam'^abm®.,fmw A 12124r18 ISSUED FOR REVIEW PKS _ `P xaTH oNrr°NE°R 1 s Gm,GwTs a y a�s��•�,. i. w.�ma�Tm.a qra°v..na MIT-ENCASEMENT 15 REOVINED FOR REV DATE DESCRIPTION BY h h `p RCM15 OF TREN(]I VAIN MY �Hm rym.n.sdiL.ax,>m m A Nx 9emafr � ewe V�'<n TNRLE OR FW R CONDUITS nb.aas rR Tae a,.avru.v Tla"e...ae b••Nan°me`veu.°r a nn evn[r v�.s w ry .F,r, pmY..w rl�,m m.r.n,yr an ua wr�x..aaa 3 7A § NLL LNCASCFOER IS Q,uu1% G rOR Aev a[mrnRva"..,riy 1pm Nor wrRwu LICENSER: p° +T.N'.)e' (fgl_fil YGRE Mnn FOUR LOxW115 0 I E E N$TALL INTERCEPT HH ^ '!' 111 W I w vRA¢s: 1'�� c e —/ Ex: 1-2 1 2- 8' H3R7A TO PEO( ) CO WTA F °o - ,® o.�,.ems,. r•L�ro»a,moa�n Ir..,.r< w e°we. eeG,w ate' a € a xf IN-12 2-i C 1- 2 OUP i s `A"'itpx¢ era m" r aa.R.W_wlr.aenmmsers�..".tea°per ej°'•ram nv[m_ a un.,�.a:,. �p�9 n / 9 IDula�as HH 9.66 6 S c~i E i e- �R .a• a°a.r.em.rtlk<�r v.,�,s,n,°r a. 1P�42-7C EiW IL1*:', 1a ' o v^ �Og� n �,� �F ,T p�m N a,I>rtra a^a�rn.ws w.al,ma e+..°r NQe �u a°s.u,. SOP CALS 5 1 ,III u e � ` - T xT•3� O u.nA 22'm+ b� ei` W Rn 1 Y63 m L A e>. a "u°e w a 4 m - C i E . >: ,]smAy,�y EXPIRATION OATS 09/30/2020 cm = ASF_S E E [ � � � zPg r�&� a �'{{ �8 j ..°"M a-' +:.aa,�2'w"wI� , a°:'�,I,:,.I.- .= H367A TO H3B70 CI: E o PcT E"n.` v IN, Y-1/�+-'2 ctR F�- _ E E e I1Jn$E �Y Y g � am.w a.n x'."m.,*+,n na..y°m.l.:,nna,Ima NOTE:SCE POWER DESIGN IS PRESENTED HEREIN TOM str 1(1.. sY 2-ss las �5g I On =^= 8 0•€ �0 5p gg:" a ¢ m r'm�"o'°° AS A REFERENCE ONLY AND THE RECORD VERSION B U IN:},pAl 9 a i 6� I I� u ~ U �E E i �n �`-�' - wi ma Yrbr wa.w.n an m0 rwa%a`u���w�vv.a im.mp.Tap w TEN str2 to Sul-9s LRs I >= be's Via: a ¢ zz F°o Is °�a - � �" �::m�,, lSAVAILABLE FROM SCE. j _ =u NOTES- w p• eE. yy6 �J s 3 V 58S N Y RkR hg I !� R� e.merw.x smw,na cam.wc„cnNn.,� n• o f SCE Ur CIVIL TO INTERCEPT EX DUCT VATH HN. 6 H= ty 5•• j 5 o W ry','� o,. E s 3 ;Al m v3 c M 3� �si5$ ?'^Ta REUSE Ex 1/0 FROM V4367, (CUSTOMER 10 c�dgZ;, E�'s� �� per. PR[1.IFCT E(MIRFMFNTe fY_A) VERIFY TNT PT)SCE TO INSTALL NEW$VC TO EX $ _ „e _ o,w c ry 7���`"'�" a'a+x>" Na.,a.wi..' °`s tl"'' "• ""9 W �s f; s' E W m 2 rc t a PROJECT INFORMATION: m y EDISON FASEWNT R3'OVNI£p ❑N PED 15OU 1/2 SANTA CRU2 '"m' ♦: N 'e 4vnNly W o a c 7, PAmn DD RcauA£D CUSTOMER TO INSTALL DUCT FROM H397A TO 3R7U ANC CO CULT ANC CAVLE FROM Hm7H _ Tp UO CNL DAILY"K O.RCER ❑N F V Ilk g 1 m I a n ra 11=sa k'+e•w.,ar w�1 me wm1 wr n.vY Damn oa as melrM.w a meNN'»'bw. dj TO WTR F$R j E 6 y e N g 4 z eYaolbe b.p n Fn eaM.tlM°v,a�b.°rtb ma m 4 m'rmv,v.Iu 1rvd...unrv.,e Csrai �� CUSTOMER CONTACT waAWERNAlAP Jn4 $' � a z a3 �� W o �„ mAmmr. m•hanmmm°Em�Y=A,ww"'..- r, a�ma NWPTB_NODE 006A PERMIT REQUITER I� I ■ m cf fe.«s a,M Tb. oa PEleuIr TYPE:EXOAv/ENCAOACHME 949-372-4445 wW �m omo mr..ra v�Ra:Rn• Rnmo y..rm...G w%W.rl,s,rq a GAxRA ass a s w _ j 9 r, Iw' �e ab..n 690 [CS]NEWPORT CENTER DR., I.� r ee�� a �' rm,..�.'�,.�.rr..n,a..m.. m u-. H]5 LANSER,TRANS Z'-••m� �a °a•%fi� �3ab 6 e n ^v •5.fv.a o.egn p�may.a..rv�° 33-tiUNIINGTON GCALlI V 6t6-e8x-fiTlt r 9a9-.96- YY t'J J$� B Ly p@ 4 _ gg nn G OUTACERECUIRED ❑Y [.v wmac,_� .ssattvw cmi°','S U✓izz 5bu$$ �{� S�ye W 1122 1E �� 93 It q DA ,. minio. r FRONT OF #S 185a47t 2,5T169T" 16202T0-I]uE ExTENSiON 4 y Y a m 3 69 N vunM o t Duna GAT£ TIE �..� u� m i s &u a` NEWPORT BEACH,CA 92660. d AMUM ItxV n 5 1 g Qy Y [u Y .a a•.n.v..ae.�vv.awr « 1RAFRC CONTRA REWIAEL Y❑ �O cxa Sogzi m oo N`•; s py 3 M p �q ��s ¢$ N @ aA p Duct wd SErecrure Irrspeclw NOPFCSOSCE.CON Phane: Ly PED.TRAFFIC CONTROL AEOL ] '"�tO-Iw-A a'nnxR�owS,Nan+r°'a pn'+TRxrs j' r°,a d °g-°P°g£ ° 3g5 �4 g e' 2ddE e$Ir,y O z C.M11 ConSWclan CcmCln9lr Ph°ne: c ATT 23ODC4 °BIA a °'ai d€5 654 � xF ig 3 :�A �' e v CONVEYANCE cFT1ER RED'G ❑N r 690 NEHPUKT CENTER OR ®® x p $ e Gb� - ge Y's L z sBe R�.$ fie^. e v V O FNYR0.YM171 TAi CIERRIHQ REOTI Q NEYNORT BEACH.CA 926fiO �u �$ W2�i °6ae�e @ W ■ �y� I 2 Cs6 MG TVl REOlI N 1'nfne ,.M�r 51.n E= �V m_ a-a4e g W � �R c �yy gg 6 - 'd 9ECHiEL DRAWING NUMBER a- f 7 ❑ NmRMnR oRomR. AnNR, v.Rac° NsmwRaxR a 115 1° YE S l v �' Sees �n�E an. $8 R� P o paresmmheN emRnr°m a :�enmP°x 1 3 1210007 D.OI €a'ao�E � 3'n€iF; e J e ° a 's$ N 26134-617—CO D000-00582-007 c ro <�,. o c Z SHEETTiTLE' �° w m n m I a SCE POWER DESIGN IN na xEXIT (BY OTHERS) A o � 6B o a� SHEET NUMBER: um U -4 o e F 'o I mt� 1 fi 5 4 3 2 1 PROJECT REVIEW REQUEST COMMUNITY DEVELOPMENT DEPARTMENT Planning Division Please Distribute to: Date: 02/12/2020 Public Works-KeelylCooke Ut.i.lities-J--.A:uger. Please return PRR and Plans to Staff Planner Real Property-Wooding Ben'a� min M. Zdeba, AICP, Senior Planner 949-644-3253, bzdeba(cb-newportbeachca.gov Applicant: Stacey Brown Contact: John Tseheridisl 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. NOTE: This is a resubmittal. Your previous review is attached for reference. REPORT REQUESTED BY: JLS �0 Zoning Administrator HEARING DATE: TBD Check all that appi Notes: E—� ❑ No comments on the project Sew A-z -- -Zd 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 rLIM LI f-'UJUC(;;1 Z."I..* A.V -5611 P3 u�_z j-1 APPLICANT: IF USING 11"X17' PLOT, DRAWINGS WILL BE HALF SCALE 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 ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS SITE NUMBER: GRAN RLOS NWPTB 008 a & a ,. IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE6� a.�, CODES. .� PROJECT: CRAN 1 SMALL CELL I PICOT 4G THE FOLLOWING PARTIES HEREBY APPROVE AND ACTION THESE DOCUMENTS & AUTHORIZE THE Mobility ,3rd ly 1. 2016 CALIFORNIA ADMINISTRATIVE CODE SUBCONTRACTOR 70 PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL DOCUMENTS ARf a;° 2. 2016 CALIFORNIA BUILDING CODE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT & MAY IMP05E CHANGES OR 1452 EDINGER AVENUE,3rd FLOOR m 3. 2016 CAUFORNIA ELECTRIC CODE, [[++ ..��}} MODIFICATIONS. TUSTIN,CA 92780 eK 3a. 2014 NATIONAL ELECTRIC CODE (NEC) Ul7ID 7T: 230804 ° C 4. 2016 CALIFORNIA MECHANICAL CODE APPROVED BY: INITIALS: DATE: c u 5. 2016 CAUFORNIA PLUMBING CODE PACE #: MRLOS056709�u 6. 2016 CAUFORNIA FIRE CODE AT&T RF ENGINEER: 7. ANY LOCAL BUILDING CODE AMENDMENTS TO THE ABOVE c ? B. CITY/COUNTY ORDINANCES AT&T OPERATIONS: ENGINEER: 9. CALIFORNIA VEHICLE CODE/WATCHBOOK TRAFFIC CONTROL HANDBOOK. SITE ACQUISITION MANAGER: HANDICAP REQUIREMENTS: FACILITY 1S UNMANNED AND NOT FOR HUMAN HABITATION, HANDICAPPED PROJECT MANAGER- ACCESS `e o ACCESS NOT REQUIRED IN ACCORDANCE WITH CALIFORNIA ADMINISTRATIVE ZONING VENDOR c m STATE CODE PART 2. TITLE 24. CHAPTER 118, SECTION 1 1038. s CODE COMPLIANCE LEASING VENDOR:o C I� r� C a CONSfRUGTICN MANAGER: BECHTEL INFRASTRUCTURE 2;; A/E MANAGER: AND POWER CORPORATION THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN PROPERTY OWNER: 16808 ARMSTRONG AVENUE, &t WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT SUITE 225, IRVINE. CA 92606 WILL NOT RESULT IN ANY ANT DSTU° OR EFFT ON DRAINAGE; NO SANITARY SSEWER, SERVICE, POTABLEC WATER. OR TRASH APPROVALS 0 9 DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS NEW. SCOPE OF WORK: ° AT&T PROPOSES TO MODIFY, OPERATE AND MAINTAIN PROPOSED UNMANNED DRAWN BY: GS GENERAL NOTES POLE TYPE : (N) CONCRETE POLE TELECOM FACILITY. THE SCOPE WILL CONSIST OF THE FOLLOWING: CHECKED BY: KP 1. AT&T TO REMOVE (E) STREET L#GHT POLE AND INSTALL (N) STREET LIGHT E POLE ON POLE ID # 5637 2. INSTALL (1{) )(N) OMNIPOLEOUN ANTENNA ON TOPTION ATEOFD()ION STRE=ET LIGHT POLE. C 0 REVISIONS: 3 DIG ALERT 3. INSTALL (2) (N) RRUS-2203, (1) (F) RRUS-2203 AND (1) (N) 7 0112912D REVISED TO UPDATE GS SITE ADDRESS : 690 [CS] NEWPORT CENTER DR., FRONT OF RRUS-22D5 DN cN} STREET LIGHT POLE. POLE DESIGN uNDGU MI)99M 4M OF 9XFH0N OWIUWN REVISED TO UPDATE m 4. VSTALL {1} (N} SURGE PROTECTION DEVICE {SOD}. a 1 DIAL TOLL FREE NEWPORT BEACH, CA 92660. 6 °"°712D POLE MODEL INCLUDE 56 5. INSTALL AC POWER SUPPLY TO RRUS (TO BE PROVIDED BY AT&T m o 5CEPOWERDESIGN I-BOO-2��-2$OO MOBILITY). °i SSUED FOR AT LEAST TWO HAYS MINOR USE PERMIT NO. UP2019-037 (PA2019-128) 6. INSTALL FIBER CABLE (TO BE PROVIDED BY AT&T WIRELINE) 0 02101119 PERMIPCONSTRUCTION VSP BEFORE You DIG 7. INSTALL (1) (N) HANDHOLE 17"X30- (FIBER PULL BOX) (BY AT&T A 12 6 z4r, ISSUED FOR REVIEW PKS za WIRELINE). m 8. INSTALL (1) (N) HANDHOLE 17"x30" (POWER PULL BOX) (BY AT&T REV DATE DESCRIPTION BY PROPERTY OWNER: PUBLIC RIGHT OF WAY o MOBILITY) WTR/FSB. a. ADDRESS: 690[CS]NEWPORT CENTER DR.. FRONT OF Jt r -- 9. INSTALL (1) (N) HANDHOLE 17"X30" (STREET LIGHT PULL BOX) LICENSER: o `o NEWPORT BEACH. CA 92660 .r/i. - 10. GC TO TRENCH & INSTALL CONDUITS FOR POWER/FIBER AS REQUIRED. E E APPLICANT: AT&T `a `a ADDRESS: 1452 EDINGER AVE, 3rd FLOOR, TUSTIN, CA 927BO t r .f- PROJECT DESCRIPTION pPOF q LATITUDE: 33-37' 14.31' N � n m ° 33,620642' � ''� C+� ceauo G0 SHEET DESCRIPTION I u 3 LONGITUDE; 117'52' 34.14" W -t17.876150' w m a � T-1 TITLE SHEET o LONGITUDE/LATITUDE TYPE: MAD B3 ;; Ofi�Li "r T-2 GENERAL NOTES,LEGEND&ABBREVIATIONS B GROUND ELEVATION (NAVY] 88): t196.D5' AMSL = � ^y '. EXPIRATION DATE: 09/30/2020 n ADJACENT APN 442-101-27 �',, _ - A-1 S1TE PLAN T_ r ZONING JURISDICTION: CITI'OF NEWPORT BEACH (ORANGE COUNTY) A-2 ENLARGED SITE PLAN PROJECT INFORMATION: a CURRENT ZONING: PUBLIC RIGHT OF WAY c-�. PROPOSED USE: UANNED TELECOMMUNICATIONS FACILITY * A-3 ELEVATIONS a - A-4 SITE IMAGE&ELEVATION Q NWPTB—NODE 008A Ur° SITE INFORMATION r� ' � � f A-5 EQUIPMENT DETAILS 690[CSI NEWPORT CENTER DR., Ta FRONT OF y. A-6 EQUIPMENT DETAILS NEWPORT BEACH,CA 92660. t v o PROJECT MANAGER. /� Ls, / ENGINEER: - A-7 EQUIPMENT DETAILS a AT&T Mobility Bechtel Infrastructure & Power Corp. , t� 16 1452 Edinger Ave. 16808 Armstrong Ave. o E-1 ELECTRICAL AND GROUNDING DETAILS o Tustin, CA 92780 Irvine, CA 92606 0 .1t 0 CONTACT: Stacey Brawn CONTACT: George Morales z Z UD-i BECHTEL DRAWING NUMBER e; 714-273-5261 9 � POLE DETAILS(BY OTHERS) 949-372-4476 w w 26134-617-CO-0000-00682-007 ° sb6766®oit.com morales®bechtel.com e z v 9 UD-2 GENERAL NOTES&FOUNDATION DETAILS(BY OTHERS) SACrZONINGIPERMITTING, CONSTRUCTION GC: -it - U'D-3 - a e ° Bechtel Infrastructure & Power Corp. Bechtel Infrastructure & Pawer Corp, LUMINIARE SPECIFICATION SHEET TITLE m E a 16808 Armstrong Ave. 16808 Armstrong Ave. VICINITY MAP LOCAL MAP UD-4 SCE POWER DESIGN BY OTHERS Irvine, CA 92606 Irvine, CA 92606 ( ) TIME A x CONTACT: John Tseheridis CONTACT; Jon Awerkomp TCP-1 _ 949-372-4519 949-372-4445 TO TRAFFIC CONTROL PLAN{BY OTHERS) m C jtseheri0bechtel.com joworkom0beohtel.com DRIVING DIRECTIONS FROM AT&T TUSTIN OFFICE: b c TCP-3 o J RFEMGINEER: SENIOR TECHNICAL PROJECT MANAGER: GET ON STATE RTE 55 S IN SANTA ANA FROM EDINGER AVE, CONTINUE ON STATE RTE 55 S. TAKE CA-73 S TO SHEET INDEX 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 a 21452 Edinger Ave. 1452 Edinger Ave- SHEET NUMBER, m o a EFT Tustin, CA 92780 Tustin, CA 92780 SAN JDAQUIN HILLS RD, USE THE LEFT 2 LANES TO TURN L ON70 SANTA ROSA OR, TURN RIGHT ONTO NEWPORT 3?- CONTACT: Mahesh Koiur 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 714-566-7311 562-716-4647 THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY In-W mk58520ott.com dv574p8att.com DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. m3� � m o PROJECT TEAM DRIVING DIRECTIONS DO NOT SCALE DRAWINGSI T 6 5 4 3 2 1 CABINET TO INCLUDE: CUSTOMER CONDUIT TO LOAD APPLICANT: INSIDE PANEL FOR MOUNTING OF; EQUIPMENT CITY OWNED 17.30" NEW ANTENNA 1. ISOLATION SWITCH 15. HAND HOLE 15• NEW RADIO (3) 2203 AND 2. FUSEHOLDER--BUSS #BM6D32B OR EQUIVALENT TO MECHANICAL CONNECTION, TYP. (1) 2205 (TOTAL-4) ACCEPT 13LE TERMINAL x LOCK INCH FUSE SINGLE LUG COMPRESSION LONG #6" COPPER INSULATED WIRE NEW #18 AWG THHN/THWN `0 3. SINGLE-POLE TERMINAL BLOCK FOR NEUTRAL CONDUCTOR TERMINATION BARREL CONNECTOR (TYP.) r0 STRANDED COPPER WIRE a Q. 4. ISOLATION SWITCH, FUSE HOLDER, AND NEUTRAL ________ (S/O CORD) La vl au° TERMINAL SHALL BE LABELED BY CUSTOMER i �� CTr___-TT�� D Ctl,se,r,� Mobility CABINET REQUIREMENTS: ; rLL_-__1L� NEW GROUND BLOCK ��/�`�� NEW RAYCAP DISCONNECT WITH 4ff. 1. NEMA 3R-HINGE COVER, PADLOCKABLE I I I 1452 EDINGER AVENUE,3rd FLOOR ■g 2. FUSE SPLICE BOX (FSs) SIZE 12' W x 12' H x 6" D - o-, 0 0 INTEGRATED SURGE PROTECTION TUSTIN,CA92780 m p 3. FSB TO BE MOUNTED ON POLE BY WAY OF MOUNTING . NEW RADIO (3) 22D3 MOUNTED UP ® ANTENNA - D i PLATES SUPPLIED BY CUSTOMER ---- ADDRESS `. AND (1) 2205 (TOTAL-4) FUSE REQUIREMENTS: ---- �-� �) 10 1, CUSTOMER INSTALLS FUSES AND REPLACEMENT, IF = NEEDED, ONCE FSB UNLOCKED BY CITY `� � \� NEW #5 SOLID COPPER r Tr- --TT NEW #6 AWG THHN/THWN STRANDED ENGINEER: n 2. FUSE RATING TO BE APPROVED BY crtt �� LL INSULATEp WIRE GREEN STRANDED IIf RUN IN POLES 0 CORD " 3. ONE SPARE SET OF FUSES, SUPPLIED BY CUSTOMER, ----� GROUND FROM EQUIPMENT TO J I ( / ) E ARE TO R BE PLACED INSIDE OF FSB Y MAIN GROUND (TYP.) • • GRADE 4. FUSE RATING PRIOR BE LABELED BY CUSTOMER INSIDE OF c FSB DOOR PRIOR TO ENERGIZING SERVICE CUSTOMER CONDUIT NEW #6 THHN/THWN GREEN NOTE{S): TO SCE SOURCE 1. CUSTOMER TO NOTIFY CITY FOR APPROVAL OF FUSE LOCATION FSB MOUNTED TO UNISTRIIT STRANDED GROUND TO MAIN NEW 2" PVC CONDUIT SCH-80 c m SPLICE BOX MOUNTING LOCATION PRIOR TO WITHIN 17K30 HAND HOLE # GROUND CONDUCTOR 6 AWG CU INSTALLATION. PLAN V3EVV s 2. CITYPERSONNEL TO NOTIFY IMS GROUP IF FUSES ARE 15' 15' NEW DISCONNECT WITH •_•_" BECHTEL INFRASTRUCTURE INTEGRATED SURGE 3. ARMORED GROUND WIRE OR MINIMUM OF 1/2-INCH PROTECTION NEW 17"x30" PULL BOX 7� r AND POWER CORPORATION o° RIGID CONDUIT OR WOOD MOLDING OVER GROUND WIRE. FOR POWER/WTR (AT&T OWNED) J `n 4. GROUND WIRE FROM POLE TO ELECTRODE SHALL BE 16808 ARMSTRONG AVENUE, n ENCLOSED IN GALVANIZED RIGID CONDUIT OR a MECHANICAL CONNECTION (TYP.) SUITE 225, IRVINE, CA 92606 d� EQUIVALENT MECHANICpE. PROTECTION. oZ 5. SUBJECT TO LOCAL CODES/ORDINANCES WHERE �__ _�- -- �\ EXOTHERMIC WELD CONNECTION NEW 10A FUSE, PER CITY STANDARDS -! u- APPLICABLE' __J TO NEW GROUND ROD 6. FOR JOINTLY-OWNED POLES, CUSTOMER TO PROVIDE ------ 1 E POLE STEPS FOR IDENTIFIED CLIMBING SPACE UP TO l I EXISTING OR NEW STREET LIGHTING PULL BOX__ pRAV�IN BY: GS -l! CELLULAR ARM LEVEL CITY TO PROVIDE POLE STEPS AS L� TfZJ NEW 5/8"0 x 8'-0" COPPER-CLAD (SCE OWNED) CHECKED BY: KP a REQUIRED BEYOND CELLULAR ARIA LEVEL LOWEST LEVEL s' MAX STEEL GROUND ROD STEP SHALL NOT BE LESS THAN 7 FEE? 6 INCHES. EXISTING 120V POWER SERVICE TO EXISTING n° SPACING SHALL NOT EXCEED 36 INCHES. 7. CLIMBING SPACE ON POLE SHALL MEET G.O. 95 PLACE IN FIBER BOX PULL BOX (SCE OWNED & OPERATED) C REQUIREMENTS. F--� REVISIONS. 0 7 01129120 6. CUSTOMER EQUIPMENT FOR WTR TARIFF IS NOT TO BE REVISED TO UPDATE GS w a INSTALLED ON SCE SWITCH POLE. 1 1 POLE DESIGN 9. THIS STANDARD APPLICABLE TO WTR TARIFF ONLY. I Im, REVISED TO UPDATE '°0 10.CITY CREW TO LOCK FSB WITH #203 LOCK AFTER 1. CONTRACTOR/ATT SHALL BE RESPONSIBLE FOR 1. CONTRACTOR/ATT SHALL BE RESPONSIBLE FOR 6 01107l20 E E ! I fi CU GROUND WIRE TO POLE MODEL&INCLUDE SE 3 SERVICE IS ENERGIZED THRO RF/POWFR SWITCH TO I 7 GROUND TERMINAL BLOCK EXISTING CONDUIT, WIRE OR CIRCUIT MODIFICATIONS OR EXISTING CONDUIT, WIRE DR CIRCUIT MODIFICATIONS OR SCE POWER DESIGN ° OPEN CUSTOMER CITY EMERGENCY, RF/POWER �� WITHIN FUSE SPLICE BOX DAMAGE TO 'CITY PROPERTY- DAMAGE T'D CITY PROPERTY. ISSUED FOR v SHUT-OFF SWITCH WITH DUAL LOCKING DEVICE TO i 0 02O1119 m JrSP II PERMITICONSTRUCTION t ALLOW CITY ACCESS. r--!~ I �'>S 8' COPPER GLAD - 11.OPTIONAL LOCATION OF CUSTOMER'S EMERGENCY I I I GROUND ROD A 12124/18 ISSUED FOR REVIEW PKS RF/POWER DISCONNECT SWITCH, WITH DOUBLE LOCKING I .� II GROUNDING SCHEMATIC (PICO) ONE-LINE DIAGRAM (PICO) REV ]ATE DESCRIPTION BY s____- e o DEVICE. II CUSTOMER 3" CONDUIT TO - - - 'o c 12,CELL CARRIERS SHALL INSTALL A SIGN OR DECAL MADE U SIDE VIEW LOAD EOUIPMENi ` OF WEATHER, CORROSION AND ULTRAVIOLET (UV) 4 a RESISTANT MATERIALS (E.G.,MACHINE-ENGRAVED, LICENSER: LAMINATED-PHENOLIC OR REFLECTIVE SCOTCHLTTE NOTE; III o MATERIALS) PLACED OUTSIDE THE FUSE Box DOOR. AT ALL GROUND CONDUCTORS TO BE #6 THHN/THWN GREEN o" A MINIMUM, THE SSGN OR DECAL SHALL INDICATE THE STRANDED COPPER UNLESS OTHERWISE NOTED OR REQUIRED BY 0 o ANTENNA OWNER/OPERATOR NAME. EMERGENCY EQUIPMENT MANUFACTURER. pgnF I .L 12 24-HOUR CONTACT NUMBER, AND UNIQUE IDENTIFIER e � 04�0 .E.E OR NOC NUMBER FOR THE ANTENNA SITE. SIGNAGE 1. GROUNDBONDS: ALL BONDS ARE TO BE MADE WITH #6 AWG BOLT GRNp 2 BOLT PARALLEL CROSS RUN 0 H 1, 2 6 a SHALL BE PLACED AT 8'-C' MINIMUM TO 1 V-O' MAXIMUM ON THE OUTSIDE OF FUSE BOX DOOR. STRANDED COPPER IN GREEN INSULATION. (ATT-TP-76416 7, ROD CLAM P sPLIC CLAMP y • LABELING SHALL BE PLACED INSIDE THE FUSE BOX 5.7) aao+e° � a POLE PER PLAN UNIVERSAL PIPE CLALkPS IDENTIFYING; RF/POWER DISCONNECT, AND FUSE BLOCK e � o 2 WITH AMPACITY OF FUSE IN USE. �\ 1 13.INSTALL #B, 3 1/C TW CU FOR OVERHEAD. REFER TO 2. EXTERIOR UNIT BONDS: ALL METALLIC OBJECTS SMALL BE \\F'T� 9r �EC Pam' DUG AP 100. ENERGIZE THRU CLOSED RF/POWER CONCRETE APRON HANDHDLE BONDED TO THE GROUND ROD. (ATT-TP-76416 7, 12.6) a°F�`L� oa SWITCH TO OPEN CUSTOMER-FUSED SWITCH.. EXPIRATICN DATE: 09/30/2020 B E 14.ANTENNA WITH EMERGENCY RF/POWER DISCONNECT FINISHED GRACE 3. GROUND ROD: UL LISTED COPPER CLAD STEEL GROUND ROD HOtE LUG GA5T "T" SPLICER 1 BOLT PARALLEL SWITCH MAY BE PLACED ON NON SCE POLE WHERE WITH MINIMUM DIAMETER OF 5/8' AND MINIMUM LENGTH OF 8 CLAMP g THERE IS VEHICULAR ACCESS TO THE POLE, THE POLE FEET. ALL GROUND RODS MAY BE INSTALLED WITH INSPECTION ° IS A MAXIMUM OF 250 FEET RADIALLY, AND THE SLEEVES. GROUND RODS SHALL BE DRIVEN TO A MINIMUM '- POLE/ANTENNA IS CLEARLY VISIBLE WITH NO PROJECT INFORMATION: m a OBSTRUCTIONS FROM THE WIRELESS TECHNOLOGY RATE DEPTH OF 30" BELOW GRACE OR 6 INCHES BELOW FROST LINE. r g (SYTR) Box LOCATION (ATT-TP-76416 1.4 / 2.2, 3, 10) a n 41 4. CONTRACTOR TO SURROUND COMPLETED CONNECTIONS WITH "u" eDEr aoLr PARALLEL UNIVERSAL PIPE QAMPS NIIIODE 008A 6a WEATHERPROOFING TAPE OR EQUAL TO. PIPE CLAMP CLAMP 5GH U ■ 690[CS]NEWPORT CENTER DR., 61. SCE FUSE SPLICE BOX (TSB} GROUNDING NOTES S MECHANICAL CONNECTIONS 2 FRONT OF - $ I NEWPORT BEACH,CA 92660. I ■ N I 5TRiKE50RB 120V v E CUSTOMER PROTECTION a PROVIDED ({8 POWER TERMINATION POINT EPDXY COATED BOLTS - `v SWITCH TO LACE, ANCHOR BOLTS BECHTEL DRAWING NUMBER FUSE HOLIER CITY POWER LINE FEED _ --4- (GALVANIZED) INSULATED COPPER GND SOUR ` i ra A� I 86 INSULATED CONDUCTOR 1 2 3 ATTACHED TO INTERNAL LUG �m TYPE 55 rrP1= TA TYpE v8 ivPE_PH TYPEG 261 34-61 7-CC--0000-00682-007 5_ FUSE BLOCK I Up- UD- UD- (S) & BONDED TO POLE & ��,,"�"�,,'yy',, ISCONNECT SWITCH EXISTING GROUND PLATE OR j T�j SHEET TITLE: r- ---� 1 ROD- SIZE GND COND. PER ll�YlJll�gll a g ! I I I I NFPA 7D AND cuws0 321.1 - CONNECTION m£ ! I I FOR POWER IN a I I I JUMPER GROUND TYPE TYPE GT TYPE GY TYPE 1[ ELECTRICAL AND A CONNECTIONS GROUNDING DETAILS I I I 10 AMP CIRCUIT BREAKERS DEAD -FRONT FOR o ; TO CUSTOMER c I 1I (TYP. 4) LIVE COMPONENTS TYPE L TYPE H TYPE TYPE Nxl TVPF.-Z SHEETMBER LSWITCH OR �RF/POWE�R� --- BREAKER - CHASSIS GROUND SWITCH CONNECTION Jd NEUTRAL BLOCK DISCONNECT/SURGE WIRING DIAGRAM-INSIDE FUSE SPLICE BOX TYPE XA TYPE TYPE GL LUG TYPE PC TYPE RR = 'a FOUNDATION GROUNDING PROTECTION PICO F61 EXOTHERMIC CONNECTIONS 3 FSB WIRING DIAGRAM 9 7 -a 6 5 4 3 2 1 APPLICANT: 0 n a at&t u Mobility S 1452 EDINGER AVENUE,3rd FLOOR << TUSTIN,CA 92780 D c c� G a `e 4. ENGINEER: I'u DEsIRN PARANETERB V m BUILOSHN DOPE: ?ILLS lRC/Mlbfec ' �Y.��.1: f/•'"P!{Q I� 6 I.WNDDESrGNOATA fi• A6Sb a 9AscwIND SPEED 13sECGND GuSrI rtaCP. HOOK VERTICAL KUM 11B N .0V- 6BMPH ,g �`n7rk� T7h Q4ki REINF. AT TOP V— NP P bf Y BECHTEL INFRASTRUCTURE 6.0 9.WIND RISK CATEGORY 6 4 O^ c.WWDEXPOS;R�CATEGORY c rCA1\F ADJACENT 1r MI. AND POWER CORPORATION cI D.WIND LOAD AN,U_ISISMETNCO MIS lBcrx3+6CSC .. SIDEWALK S„ Q Z 61-IFMIC DESIGN DATA �PcP-( Ti CA11� 16905 ARMSTRONG AVENUE, " g Z319iI,2xITVt25arUD� SUITE 225, IRVINE, CA 92606 Ni A SE"GNSL HEBPO 03PO EIERATIOx.s, B,e3s yh 6 ^Z f DESIGN SPECTRAL RPSPONSF.Bo, Ob38 4 a GCE91GN 5{`ECTRAL RESPOFASi;Sp S.i SZ t1� 1FO 2019 IF.2Y 17 ,2$.Q7pT D.RESPONSE 1,100TIrATON FACTOR,R 1.50 E E.SEMI SiEAR FORCE C,W 0 161 Ti: MIRAIMs74za 07W DRAWN BY; GS 3.WIND•ICE DESIGN DATA 't 17' DI A. BOLT R i ADEB[CxIGETHNCI 1.6014 Iz CIRCLE ILCHECKED BY: KP o e B.CONCURiETWOeD9PECD H+NPH J secnw a e GENERAL NOTES N Q Gl RASE PLATE PER REVISIONS. G C 1.WAITRAO"IS BE91+ML91BLE FOR LOCATING ALL UTNDES Aim 035TIN3 FOUNDATIONS,DEMM ASSUMES THE POLE FOUNDATION WILL NOT MFR. C. INTERFERE WITH ANY EMOTU40 WORK_REVISIONS TO FOUNDATION GEBK3N TO ACOOMMODATE F101MNG OONOTIONS IS OUTSiIDE THE SCOPE OF THIS WORK REVISED TO UPDATE o. 7 01129120 POLE DESIGN GS 2.CORTRA(OOR IS RFSPONBIBLE FOR TEMPORARY SHORING AND PROTECTIOI+OF EA67;NGADIACENT RUI4CMS OR SGE WOTIN DURING G CONSTRUCTION.CEMOLIf10NOF EASTING6mEWALKS OR OTHER DUSTING WORK IS OUTBNE THE SCOPE OF'IHIS WORKAN019 TO BE REVISED TO UPDATE E cOORD1NATEDBYTFECONTRACTOIl 3" CLR li 01fi17120 3.DEBOONISBASEODHLOADIHGPARAMETERSNUMOASOVE.ALTERNATIVE LOAA03,SUCH As VEHICULAR COLLISION,HAVE NOT BEEN CONSIDERED / BASE PLATE PLAN VIEW POLE MODEL&INCLUDE SD r v° INTHISDEEIGN. ADJUST PE LOCATIONS FOR �" CLOSED CELL FOAM �— TOP NUT, SEE STEEL SCE POWER DESIGN I.A10o1FICATIOS TO THE FOUNOAMN DESIGN WITHOUT WRITTEN AUTRORI3ATION FRCM THE STRUCTURAL EKONEER OF RECORD WILL VOID THE WRAP WITH FLEXIBLE NOT #2 FOR ISSUED FOR o ^ CONDUITS AS REQUIRED - m t e�GIRMVSSTAMP, SEALANT TICkITENING 0 02f01119 VSP MAINTAIN MAX. 16' TIE SPACNG REOUIREMENTS PERMITICONSTRUCT3ON rI y E" GROUT F I,t I A 12124I78 I ISSUED FOR REVIEW PKS 0 0 1.STRUCTORAiSTEELCONPOIATTVERUESMALLMEETTICFOLLOWOtGNIN1ABNIVIELDSTRESS(Fv) #3 CLOSED TIES. PROVIDE OF GROUT TO MAT(;, BASF PLATE e COMPONENT YIELDSTREee ASTAIGE9NNUTIDN PER PO!F MI y REV DATE DESCRIPTION BY a a (3) TIES IN THE TOP 5" AL7JACENr S.GFWALr: �� n POLE 4e �"OrGRADEG UD AND AT 14'� O.C. BELOW o' PLATES SW kST2 ADJACENT SDEWALK a u AND RODS 55 FT6M,GRADE 55 9Y 01HER5 LICENSER: e e WASHERS — F436 NUTS — ASN /// O O 2-PROVIDE DOUSLE NUTS ARID DOUBLE WASHERS FOR STEEL COLUMN ANCHOR NOUN TO ALLOW FOR AwLSTMENT IN THE BASE PLATE ELEVATICk �['V E WRENCH TIGHTEN ALL LEVELING NUTS IGMNRrTNE SASE DATE BEFORE TIONTlHWGTNE TOP NVTH_ I'1r i ^ S.ENBIRiEANCHOR WOOS CONFORM TO ASTM 0631.NATgrN AND GRADE LISTED ABOVE AND PROVIDE ANCHR RODE CERTGIED TEST REPORTS FO . !_OfO7 5 THEwsPEC1CR. - (6)-#7 BARS AT EQUAL a. • E{/'�7 o CONCRETE Ll SPACES. PROVIDE STD. L a I.MINIMUMCONPRE9571 ISTFIENGIH(kyA7 THE ENDOF24DAY9,SFRLI,BE3XM PSI WGNAMAmu61NWATEFLtELENT RATIO Oftza CONCRETE a a ACI HOOK AT TOP �4'1-I" plA. 72" EMBEp ] SHALL 9EfgRMAI NIF.Ki1T i146 PCF} BI z NATTyIMLe GRADABxTDREe I3Fµ1;I,mrmeTrawANr uLrNUM CILORIDS, F}554 GR. 55 ANCHOR �' &REWFCRC9IG STEEL 5194L MCETASTN A6IS,GRADE 60. w RODS WFH (3) HEAVY 4.REFER TO THE LAIESTEDGIDNS OF THE FGLLOWWG AORPUBLICATIONS:AG 3SS FOR CONCRETE COVER:A0N6 FOR DETAILM FABRICATION. HEX NUTS AND (3) SIC. o PLACSMENTANOSUPPORr PRACTICES;ACI U7 FOR PpIARNOWAC13D5 FOR HaTWTJVTLER ccNCRERNG;AOI306 FORCOI.DWEATHER HARDENED WASHERS PER cCOLCRETM;ANDAV 301 FOR STANDARD PRACTNE FGRMDINO AND PLACING CONCRETE. -- - r RE: SK-A.3 FOR BASE ROD (UNC THREAD B u— IANCHORROD55BVLLBE TIED INTOTNEPEBAR CAGE Am MEW INFLALEWRHA RIGID TVVLATETO PREVENT MOVEMENT IWRNGFANCRETE a SERIES - ALL PARTS PLACEMENT. nf::] PLATE ANCHORAGE 0 RE: SK-A.2 FOR -,F c "I REQUIREMENTS . CALVANI2E0) i e FeuA�ATTON PIER SIZE AND RE: SK--A.2 M +.FOIINDATN3NDEBIGNMBI%WOCH THE FOLLOWMA56VWXPARAMETEFIS REINFORCEMENT m= A.WrLSEARNGCIPACITY 150DPBF PROJECT INFORMATION, �73 B.IA7ERAL BEARPIGCAPAOTY IDDPSF C.COEFf1CIIII SLIOM FRICTION 0.20 2.CCNTRACTOR SHALL HIM A GEWEGNNIOAL EMGIWFRT0 VER4FYASfI COALITIONS MEEFASSUMSO COND111ONS AS A M N&IUN IF �� COIIDRIONBAREHOTAC(EpTABLENOTFYTHEEOR FORA REVISED FOIINDATONDE6GlLANOPROVIDEGEOTECMiCALRECOMM1ENM710N&TA +1 DR[LLED CAISSON SE CTION 2 BASE PLATE ANCHORAGE DETAIL NWPTB_NODE 008A T+EEOR BINCEA GEOTECHNIGAL REPORfWA6 NOT PROMIDEOTO THE EDR PRIORTID DFS*N,REIDSIONSTO THE FOUNDATION DE91Gx WILL INCUR I 0 • ADDITOKALUD37 w"�3"NGREUSGIGN. N.T.S. 690[CS]NEWPORT CENTER DR., `a 'e WALLACE JOB NO. 10.M'0AVTr POLE wf 14"GPNCFJ11A I FOUNDATION N.T.S. 0 1BTB1Z7.92 NEWPORT FRONT OF BEACH CALIFORNIA } CONCEMFABJOBNO. GENERAL NOTES SK-A•1 NEWPORT BEACH,CA 92660. a m Ned$-us WALLACE JOB NO, 10'DAVIT POLE W/14'CONCEALMENT FOIJNpA710N WALLACE JOB NO. I O'OAAViT POLE wf 14'CONCEALMEN7 FOUNDATION o a 1970121 NEWPORT BEACH,CALIFORNIA 19T0421 NEWPORT BEACH,CALIFRRIJIA E-A. 2 t S Z CONCEALERS JOB Na FOUNDATION DETAILS BECHTEL DRAWING NUMBER cONceALFABJr�BNa FOUNDATION DETAILS c# 1806�88 18LT8,188 26134-617-CD-00OO-00682-007 .9 z i o a SHEET TITLE: GENERAL NOTES do a FOUNDATION DETAILS A N e � L q N=., (BY OTHERS) ® ;J a a SHEET NUMBER: ct ' m GENERAL NOTES DRILLED CASSION SECTION BASE PLATE ANCHORAGE DETAIL u � era � F2] di UD .2--j m; a 6 1 5 1 4 T 3 1 2 1 1 PROJECT REVIEW REQUEST COMMUNITY DEVELOPMENT DEPARTMENT Planning Division Please Distribute to: Date: 02/12/2020 Public Works-Keely_/C_ooke Utilities-J. Auger _ Please return PRR and Plans to Staff Planner Real Property-Wooding Benjamin M, Zdeba, AICP, Senior Planner 949-644-3253, bzdebaCcDnewportbeachca.gov Applicant: Stacey Brown Contact: John Tseheridisl 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 U P2019-037 A minor use permit for AT&T small cell telecommunications on Streetlight No. 5637. NOTE: This is a resubmittal. Your previous review is attached for reference. REPORT REQUESTED BY: Zoning Administrator HEARING DATE: TBD Check all that apply: Notes:❑ No comments on the project Lre 4ill l/ ines and CgMe hau as presented. ❑ Application of Standard Code _ `l 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 33Z3 1 6 zo ❑ To discuss the following (see notes) Signature Ext. Date Please indicate the approximate time spent on reviewing this project: D• kk Tmplt: 10/10/12 City of Newport Beach PUBLIC WORKS DEPARTMENT February 18, 2020 (2nd pC) June 28, 2019 TO: PLANNING DIVISION FROM: Abby Cooke Associate Engineer ° SUBJECT: FINDINGS, COMMENTS AND CONDITIONS OF APPROVAL FOR PA2019-128, UP2019-037 SLC5637 CONDITIONS: 1. Conditions of approval pending the resubmittal and approval of all corrections i and comments. I i CORRECTION AND COMMENTS: e I i i I 2. Submit strustara1 ca G6;at;er I d'Rg wind loading with h,.....,.., and hraGk t' details. C Git G 'I D I' G 3. Provide-the-bariner�n�net-n��,,;,,,;�� L—a� As moptipped Gemmen+ O please ORGl de these deta'Is the d I di [ �i ivi�ooi�cc ii i vv.i�i nv�n'z,�cavcT-�rnacrc-cncvc�ccanv-ni-rrt�vvirtv-vUvmg C GaIGUIatmeRs. 4.l NAte on the Dlans "AR a red n ashmen# permit is repaired fer all aGtivities WithiR the PUbliG Fight of way." Ca. Note pp the Plan_ "GontraGtor to returp (E) street light any+ light a # the Git f �avc_ _....-._._. __. .__-.... c_, __....._ ..y... ....._.. ..may... ....... ... ... ....� ... Newpert BeaGh Utilities Yard. if damaged during the Ferneval, GGRtraGter shall be Yard: 949 W. 16th Street Newpert BeaGh CA 92662. GARtrantor shall dispose ef the ev'stipe street light pole apol arms 'f -- anted by th Git fn ...v-maw_.."v St Feet ..c... r_._ ......,. �...._ .. ............__,.. ...� ..... �..y .... .....y ............. g. Nete the DI "Whe% removed p da-maged h 4 P II h gut vcv vie pie � ,aiv rri�ero-remvreavi�mrlayea��y-ovrvat'r-eiv��t=�,tletF'btlTV, tteY saw pU #t'n and partial patnhing shall be permitted. All GGRSt-1-140A details f or 7. irrigation lines and fixtures L'prl ip^h d!Rg I'ne size, head type, I of 3 Gentrel where damaged by nonstr ,nt'on to the satisfan#inn of the Git. of Newper4 Beach." nd and all other la Rdsnanlna iRGluding t„rf, shrubs, Rdlar tree in L'nrl 9. Show existing and proposed sidewalk cross slopes. 02118120— Not addressed I 10. Verify the location of the property line. This does not match City records. i 02/18/20— Not addressed 11. Show existingutilities. i12 The nranased Zonation shall he the sama Iaaatien a 'st➢aa Please revise. 13. Pull boxes to he r-onstrun-ted per STD 204 L. Revise tE) GOmply. f 1-4 Proposed luminaire shall net be taller tha..r, the existing. Plezac.�. i 15. Traff'n Centro! Plans shall he s ed by a Feg'Ste ed a 16. Revise Traff'a ('antral Raa a redlines.I 17. Prevde tentative sGhed .lam daylsfeF streetlight %roe„t;s exressi e 18. See the Plans for additional redlined comments. 19. 02/18/20— Traffic Control Plans should not be submitted as part of this submittal, as Plans and TCP keep changing. If they are, please clearly state these are not the approved TCPs and are not to be used for construction. TCPs shall be submitted and approved as part of the encroachment permit application. 20. 02118120 — The sidewalk and right-of-way dimensioning is not consistent on the Plans. Please verify and revise. 2 ae3 i `s 3 of3 APPLICANT. IF USING 11-X17- PLOT, DRAWINGS WILL BE HALF SCALE `o ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN SITE NAME: NWPTB NODE 00$A ACCORDANCE WITH THE CURRENT EDITICNS OF THE FOLLOWING CODES AS ° CONSTRUCTION DRAWING ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS SITE NUMBER: GRAN RLOS NWPTB 008 at&t a i5 TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE a� CODES. PROJECT: CRAN / SMALL CELL 1 PICO/ 4G THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS &AUTHORIZE THE Mobility 2� 1. 2016 CALIFORNIA ADMINISTRATIVE CODE SUBCONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL DOCUMENTS ARE a° 2. 2C16 CALIFORNIA BUILDING CODE SUBJECT TO RENEW BY THE LOCAL BUILDING DEPARTMENT & MAY IMPOSE CHANGES OR 1452 EDINGER AVENUE,3rd FLOOR m a 3. 2016 CALIFORNIA ELECTRIC CODE, MODIFICAT ONS. TUSTIN,CA 92780 NATIONAL 4. 20116 CALIFORNIAFME HANICALECTRIC OLDCOQEC) USID #: 230804 APPROVED BY: INITIALS: DATE: p 5. 2016 CALIFORNIA PLUMBING CODE PACE #: MRLOS056709 n� 6. 2016 CALIFORNIA FIRE CODE AT&T RF ENGINEER- c 3 7. ANY LOCAL BUILDING CODE AMENDMENTS TO THE ABOVE SE 8. CITY/COUNT`( ORDINANCES ATA:T OPERATIONS: ENGINEER: 9. CALIFORNIA VEHICLE CODE/WATCHBOOK TRAFFIC CONTROL HANDBOOK- - HANDICAP REQUIREMENTS: SITE ACQUISITION MANAGER: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED PROJECT MANAGER- `a m ACCESS NOT REQUIRED IN ACCORDANCE WITH CALIFORNIA ADMINISTRATIVE ® ISTATE CODE PART 2, TITLE 24. CHAPTER 11 B, SECTION 1103B. ZONING VENDOR- mopp, CODE COMPLIANCE LEASING veNDDR: CONSTRUCTION MANAGER: BECHTEL INFRASTRUCTURE A/E MANAGER: AND POWER CORPORATION `o THE FACILTY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN at &t PROPERTY OWNER: 16808 ARMSTRONG AVENUE, WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT SUITE 225, IRVINE, CA 92606 „= WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON APPROVALS DRAINAGE; NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH i m DISPOSAL 15 REQUIRED AND NO GOMMERC+AL SIGNAGE IS NEW. a E SCOPE OF WORK: AT&T PROPOSES TO MODIFY, OPERATE AND MAINTAIN PROPOSED UNMANNED DRAWN BY: GS 'a GENERAL NOTES POLE TYPE : (N) CONCRETE POLE TELECOM FACILITY. THE SCOPE WILL CONSIST OF THE FOLLOWING: CHECKED BY: KP 0 1. AT&T TO REMOVE (E) STREET LIGHT POLE AND INSTALL (N) STREET LIGHT a^ POLE ID # 5637 POLE ON (N) POLE FOUNDATION AT SAME LOCATION. REVISIONS: - ? 2. INSTALL (1) (N) OMNI ANTENNA ON TOP OF (N) STREET LIGHT POLE. C ^ n DIG ALERT 3. INSTALL (2) (N) RRUS-2203, (1) (F) RRUS-2203 AND (.1) (N) 7 01,2W2° REVISED TO UPDATE GS _ • SITE ADDRESS : 690 [CS] NEWPORT CENTER DR., FRONT OF RRus-22D5 ON (N) STREET LIGHT POLE. POLE DESIGN r m • usalALTOLL FRE OF SMHUM E NEWPORT BEACH, CA 92660. 4. INSTALL (1) (N) SURGE PROTECTION DEVICE (SPD). 6 D11o7l2G REVISED TO UPDATE 5. INSTALL AC POWER SUPPLY TO RRUS (TO BE PROVIDED BY AT&T POLE MODEL&INCLUDE SB v° j-300-277-2600 MOBILITY). SCE POWER DESIGN m AT LEAST TWO DAYS MINOR USE PERMIT NO. UP2019-037 (PA2019-128) 6. INSTALL FIBER CABLE (TO BE PROVIDED BY AT&T WIRELINE) G 0201119 ISSUED FOR VSP c BEFORE YOU DIG 7. INSTALL (1) (N) HANDHOLE 17"X30" (FIBER PULL BOX) (BY AT&T PERMrr1cONSTRUCTION Z WIRELINE). A 1W24/16 - ISSUEDFORREVIEW PKS °c S. INSTALL (1) (N) HANDHOLE 17"00" (POWER PULL BOX) (BY AT&T IREVI DATE I DESCRIPTION 1.2y c c PROPERTY OWNER: PUBLIC RIGHT DF WAY _ MOBILITY) WTR FSB. a ADDRESS: 690 [CS]NEWPORT CENTER DR., FRONT OF *I, r 9. iSTALL (1) (N) HANDHOLE 17"X30" (STREET LIGHT PULL BOX) LICENsea: < < NEWPORT BEACH, CA 92660 ", 10. GC TO TRENCH & INSTALL CONDUITS FOR POWER/FIBER AS REQUIRED. o E APPLCANT. AT&T r c ADDRESS: T °CAE2 AVE, 3rd FL°aR,TUSIN9 PROJECT DESCRIPTION pFES ° LATMDE: 33'37' 14.31" N h E - c 33.62GG42' _ ^ �, •>T ~ ' SHEET DESCRIPTION cMQ o LONGITUDE: 117'52' 34.14' W ° -117.876150' - -:,R T-1 TITLE SHEET o 6 LONGITUDE/LATITUDE TYPE: NAD 83 ',,-� nF'ALS `e z � T-2 GENERAL NOTES,LEGEND&ABBREVIATIONS g _ GROUND ELEVATION (NAVD 88); ±196.05' AMSL �� EXPIRATION DATE: 09/30/2020 '^ ADJACENT APN 442-501-27 .•ti , '_ -i;'.c;�::, A-1 SITE PLAN •L �= ZONING JURISDICTION: CITY OF NEWPORT BEACH (ORANGE COUNTY) "4h ,'� m A A-2 ENLARGED SITE PLAN m a' CURRENT ZONING: PUBLIC RIGHT OF WAY PROJECT INFORMATION-,A-3 ELEVATIONS c PROPOSED USE: UISFANNED TELECOMMUNICATIONS FACILITY ` A4 SITE IMAGE&ELEVATION as _ �'�t � NWPTB NODE 008A 4 A-5 EQUIPMENT DETAILS SITE INFORMATION 690[C5]NEWPORT CENTER DR., �� ','w FRONT OF A-6 EQUIPMENT DETAILS NEWPORT BEACH,CA 92660. a v.rm PROJECT MANAGER: '1 a`@ ENGINEER: ' J"� A-7 EQUIPMENT DETAILS AT&T Mobility Bechtel Infrastructure & Power Corp. ,l c 1452 Edinger Ave. IL 16808 Armstrong Ave. _ E-1 ELECTRICAL AND GROUNDING DETAILS Tustin, CA 92780 Irvine, CA 92606 O JE' O CONTACT: Stacey Brown CONTACT: George Morales Z L Z BECHTEL DRAWING NUMBER 714-273-5261 w g UO-1 POLE DETAILS(BY OTHERS) a� 944-372-4476 Ld w 26134-617-CO-ODOO-00682-007 66Gatt.com morales0bechtel.cam 5 sb07 z°d 9 D � UD-2 GENERAL NOTES&FOUNDATION DETAILS(BY OTHERS) SACIZONING1PERMI7TING: CONSTRUCTION GC: W H c$ .tl1, UD-3 LUMINIARE SPECIFICATION SHEET TIriE: x a Bechtel Infrastructure & Power Corp. Bechtel Infrastructure & Power Corp, m E w 15808 Armstrong Ave. 16808 Armstrong Ave. VICINITY MAP LOCAL MAP Irvine, CA 92606 Irving. CA 92606 UDA SCE POWER DESIGN(BY OTHERS) a m CONTACT: John Tseheridis CONTACT: Jon Awerkamp TCP-1 TIT SHEET A 949-372-4519 949-372-4445 x a jtseherimbechtel.com jowerlaom®bechtel.com DRIVING DIRECTIONS FROM AT&T TUSTIN OFFICE: TO TRAFFIC CONTROL PLAN(BY OTHERS) z TCP-3 N ; RF ENGkNEER- SENIOR TECHNICAL PROJECT MANAGER'. ® ; GET ON STATE RTE 55 S IN SANTA ANA FROM EDINGER AVE. CONTINUE ON STATE RTE 55 S. TAKE CA-73 S TO SHEET INDEX 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 o a 1452 Edinger Ave. 1452 Edinger Ave. SHEET NUMBER, Tustin, CA 92780 Tustin, CA 92780 SAN JOAQUIN HILLS Rp, USE THE LEFT 2 LANES TO TURN LEFT ONTO SANTA ROSA OR, TURN RIGHT ONTO NEWPORT a CENTER DR, TURN RIGHT AT THE 2ND CROSS STREET ONTO SANTA CRUZ DR, SITE WILL BE ON THE RIGHT. SUBCONTRACTOR SHALL VERIFY ALL PLANS & FkSTING DIMENSIONS & CONDITIONS ON o CONTACT: Mohesh Koiur CONTACT: Dan Vozenilek THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY a 714-566-7311 dv574p 6 tt.co OtSCREFANCIES BEFORE PROCEEDING WITH THE WORK OR OF RESPONSIBLE FOR SAME. mk5852�att.com dv574p®att.cam m a C e PROJECT TEAML 11 T DRIVING DIRECTIONS DO NOT SCALE DRAWINGS fi 5 4 3 2 1 z/c?/? NOTES; APPLICANT: 1, IF DIMENSIONS SHOWN ON PLAN 00 NOT SCALE CORRECTLY, CHECK FOR REDUCTION OR ENLARGEMENT FROM ORIGINAL PLANS. � 2. UTILITY DESIGN AND RUNS ARE PRELIMINARY. PENDING atft.7[ a3 FINAL DESIGN FROM UTILITY PROVIDERS. Mobility a 3. PULL BOXES AND LIDS SHALL BE SPECIFIED AS 1452 EDINGER AVENUE,3rd FLOOR .m` CONCRETE OR APPROVED EQUAL ti y I TUSTIN,CA 9278D 0 c 4. REMOVE EXISTING LIGHT POLES AND LGHT BASE. ' e REPLACE PARKWAY AND/OR SIDEWALK, IN KIND. ° (E) BUILDING & I a 5. CONTRACTOR TO PROTECT M PLACE ALL SEWER AND PARKING LOT ~ ENGINEER: '2 WATER LATERALS WHICH CROSS UNDER/OVER THE 101 I r PROPOSED ELECTRICAL TRENCHING. rz 6. ALL NEW LIGHT POLES SHALL RECEIVE A COATING TO e m To,- PROTECT AGAINST GRAFFITI. ' 15 v°s 7. GENERAL CONTRACTOR SHALL RE-LOCATE ANY SIGNS c a ON EXISTING LIGHT POLE TO A NEW LIGHT POLE. j�' 1 ' BECHTEL INFRASTRUCTURE oM 8. EDGE OF NEW ASPHALT PATCH 15 A MINIMUM OF v �W _ AND POWER CORPORATION e" i-FOOT FROM THE EDGE THE TRENCH, ON BOTH SIDES. 16808 ARMSTRONG AVENUE, d^ NEW ASPHALT SHALL BE PLACED (1-INCH) THAN THE 10 G 1z Lv SUITE 225, IRVINE, CA 92606 n= EXISTING ASPHALT, AND A MINIMUM OF 4" THICK. REPLACE _ �' o ! G STORM DRAIN VARIES IN KIND. --___ o n 9. WHERE THE EDGE OF NEW ASPHALT PATCH IS WITHIN "n J 33-6" DRAWN BY: GS 2-FEET OF THE EDGE OF GUTTER ALL EXISTING ASPHALT 1 P FROM THE EDGE OF GUTTER TO THE EDGE OF TRENCH "' SA IV - CHECKED 3Y: KP SHOULD BE REMOVED AND REPLACED. IN THE FIELD THIS f �+ `o IS REFERRED TO AS A 2 FOOT FLOATER. _ R REVISIONS: G _ �� O 7 01129120 REVISED TO UPDATE GS 10. CONTRACTOR TO VERIFY SUB STRUCTURE LOCATIONS a PRIOR TO ANY EXCAVATION. � POLE DESIGN ! REVIMODEL&INCLUDE SBSED TO UPDATE 6 01/07120 POLE W 11. ALL CONDUCTORS/WIRES & CONDUIT, SHALL BE r 3 , f u Q. POWER DESIGN INSTALLED IN A NEAT AND TIDY FASHION. ALL EXCESS m WIRE SLACK IS TOO BE REMOVFD AND HIDDEN AS MUCH ; ; STORM DRAIN VARIES D G2101119 ISSUED FOR VSP n� AS POSSIBLE. N I o PERMITlCONSTRUCTION " A 12124/16 I PKS 0 0 12. ALL NEWLY INSTALLED EQUIPMENT SHALL BE PAINTED rI" i r Cry c REV DATE DESCRIPTION BY TO MATCH EXISTING POLE, AND OR SURROUNDINGS. SSUED FDR REVIEW at UNLESS PROHIBITED BY MANUFACTURER. (N) SCE PULL BOX {fH3B7A} + 3 s+ fa (E) HOTEL SIGNAGE rJ u.°, 2 I I ! qii s `^ n 1�' + ` � LICENSER: o a SURAX Ni A-6 (E) PARKING LOT f i / I -: YF]✓Y_, I /I 11Wy���///""'��' a' 1. THE PROPERTY LINE SHOWN HAS BEEN CREATED { s- (1} (N) 3` olA wNDurr FOR - - - 0 o MA1110UT THE BENEFIT OF A SURVEY AND i5 FOR POWER WITHIN (N) POWER REFERENCE ONLY. ALL PROPERTY LINES, EASEMENTS AND ) SCE o SETBACKS SHALL BE VERIFIED PRIOR TO START OF TRENCH ROUTED FROM N CONSTRUCTION. BECHTEL DOES NOT GUARANTEE THE PULL BOX #H387A TO (N) PULL II b If ACCURACY OF SAID PROPERTY LINES, EASEMENTS, ROADS BOX JH357B (*163'-0'7 REFER I -;_ "' ca014a = 3 AND SETBACKS. THIS 511E PLAN IS NOT A SURVEY AND SHEET UD-4 FOR DETAILS I (N) AT&T PROJECT LOCATION P g f5 PROVIDED FOR INFORMATION ONLY TV ` (E) GRASS AREA SEE ENLARGED SITE PLAN o CITY OF NEWPORT BEACH NOTES � W AP.N. 442-101-27 1 d / / B u " ✓+ U A-2 �! EXPIRA"DON DATE: 09 30 2020 SEWER t8' W OF CL n v- e �. 1. AN APPROVED ENCROACHMENT PERMIT ID REQUIRED FOR ALLWORK ACTMTIES ELECTRICAL ±33' W OF CL ' o 2' WITHIN THE PUBLIC RIGHT-OF-WAY, i Z * V Y-•I m - {n�, • PROJECT INFORMATION: �-a 2. CONTRACTOR SHALL PRCADE LANE CLOSURE PLANS PER WATCH HANDBOOK CAN 37' W OF CL p{{ Q �I/ AND STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARDS. Um IllIf3, CONTACTOR TO RETURN (E) STREET LIGHT AND LIGHT ARM TO THE CITY OF TELEPHONE ±57' W OF CIL ' L°m NEWPORT BEACH UTILITIES YARD. iF DAMAGED DURING THE REMOVAL, Pa CONTRACTOR SHALL BE REQUIRED TO PURCHASE AND DELIVER A /� NWPTB NODE 008A BEAREPLACEMENT. CITY OF NEWPORT CH U ILTIES YARD: 949 W. IGTH STREET I "�j° 9 CURB GUTTER NEWPORT BEACH CA 92663, CONTRACTOR SHALL DISPOSE OF THE EXISTING ¢ �+ VL 690[CS]NEWPORT CENTER DR., `; o STREET LIGHT POLE AND ARMS IF UNWANTED BY THE CITY FOR ANY REASON. w + " (E) TREE TYP FRONT OF 0 4. WHEN REMOVED OR DAMAGED BY CONSTRUCTION, ALL CURB, GUTTER AND i • -' S NEWPORT BEACH,CA 92560. SIDEWALK SHALL BE REPLACED IN ENTIRE SECTIONS BETWEEN EXPANSIONS v JOINTS. NO SAW CUTTING AND PARTIAL PATCHING SHALL BE PERMR-IEU. ALL a= CONSTRUCTION DETAILS FOR REPLACEMENT SECTIONS SHALL BE PER CITY OF 0" _ o E NEWPORT BEACH STANDARD DRAWINGS. 1 a 35,-0" 0 5. THE CONTRACTOR SHALL REPAIR, REPLACE OR RE-ROUTE ALL LANDSCAPE, ` IRRIGATION LINES AND FIXTURES AN KIND INCLUDING LINE SIZE, HEAD TYPE, 6" + 111 �- t SPACING AND CONTROL WHERE DAMAGED BY CONSTRUCTION TO THEBECHTEL DRAWING NUMBER 01+-0" v SATISFACTION OF THE CITY OF NEWPORT BEACH. Q� + + m 26134-617-CO-0000-00682-007 .61 S. THE CONTRACTOR SHALL REPLACE A11 EXISTING GROUNOCOYER, INCLUDING N =v SAND AND ALL OTHER LANDSCAPING INCLUDING TURF, SHRUBS, ANO/OR TREES IN KIND INCLUDING SIZE, SPECIES AND SPACING WHERE DAMAGED BY f^ u w m NEW CONSTRUCTION TO THE SATISFACTION OF THE CPY OF NEWPORT BEACH. Q SHEET TITLE: o �+ 7. DIRTY OR DAMAGED STREET SIG45 SHALL BE REPLACED 9Y THE CONTRACTCR. GAS *46' E OF CIL 2 mT � p o= (PROTECT IN PLACE) c 0 n ° ELECTRICAL t40'-6" E OF CIL =� w SITE PLAN A n ; 16" ACP WATER ±34' E OF CL as DIG ALERT 12' L] SHEET NUMBER: �°•e LKVERUR04M SERVIM MAU OP SX914 1 O LEDWR o DIAL TOLL FREE FULL SCALE 1"=30'-O" 1-800-277-2600 a SITE PLAN 30 15 D 30 sD I7 AT LEAST TWO DAYS t BEFORE You DIG HALF SCALE 1"-60'-0" 5 5 4 3 2 1 NOTE: 1. ALL CONDUCTORS/WIRES & CONDUIT, SHALL BE CONCEALED INSIDE (N) POLE AND SHROUDED. 2. ALL NEWLY INSTALLED EQUIPMENT SHALL BE PAINTED TO MATCH EXISTING POLE, AND OR SURROUNDINGS. UNLESS PROHIBITED PER ° MANUFACTURER REQUIREMENTS 0 3. ALL THE SIGNAGES ON THE (E) STREET LIGHT POLE SHALL BE RELOCATED ONTO THE (N) STREET LIGHT POLE AT SAME LEVEL ��Q.� i; 4. GC TO DETERMINE THE SIZE OF (E) POLE FOUNDATION AND (N) POLE FOUNDATION TO BE ALIGNED ACCORDINGLY. CVJ[[ 5. STRUCTURAL ANALYSIS AND DESIGN OF (N) POLE AND ITS FOUNDATION TO BE DONE BY OTHERS. Mah t =e 1452 EDINGE TUST d FLOOR IN,CA 92780 D m s `o TOP OF 14) AT&T ANTENNA TOP OF N AT&T ANTENNA B ELEV. 34'-8 A.G.L ELEV. 34-8 A.G.L - ENGINEER: 'B RAD CENTER OF N AT&T ANTENNA n RAD CENTER OF N AT&T ANTENNA c (N) 14'0 CONCEALFAB SHROUD -- - - ELEV. 33 B' G��- - (N) 14'o CONCEALFAB SHROUD U -—-—-—- V.33 S°�c L�-—- F I Air BOTTOM OF N AT&T ANTENNA BOTTOM OF N AT&T ANTENNA ELEV. 34-8 A.G.L l ELEV. 32-B A.G.L ' (3) (N) RRUS 2203 (STACKABLE) TOP OF N LUMINAIRE (3) {N) RRUS 2203 (STACKABLE) (1) (N) RRUS 2203 & `i 1) (N) RRUS 2203 & i' S' TOP OF N LUMINAIRE Q a (1) (N) SURGE PROTECTION EL.EV, 29-B A G.L ( ELEV. 29-8 (A.G. A G.L au —C,L OF N LUMINAIRE (1) (N) SURGE PROTECTION " Cfl OF N LUMINAIRE $ECHTEI.INFRASTRUCTURE DEVICE (SPD) -- - �� - DEVICE (SPD) - -- AND POWER CORPORATION o^ ELEV. 29-4 (A G.L ELEV. 29-4 A G.L 16808 ARMSTRONG AVENUE, I TO BE LED TYPE, 3000 KELVIN SUITE 225, IRVINE, CA 92606 q d TO BE LED TYPE, 3000 KELVIN TO MATCH EXISTING FIXTURES TO MATCH EXISTING FIXTURES , vU4 �0. BOTTOM OF N RF SIGNAGE ELEV. 28'-0 (A.G.L) DRAWN BY: Gs 6'-0' 'a ' 3zf1.750' .�_:. CHECKED BY: KP o F n k ` I REVISONS: f 3x'n1.750° C ce REVISEDTpUPDATE C OF BANNER ATTACHMENT --__ C OF� BANNER ATTACHMENT 7 0112912a GS o, a _ I -- -_—_—_�_ POLE DESIGN � ELEV_22-0 A.G.7—- - � � , � ELEV. 22-D A.G.L)—-—- `a mr I I REVISED TO UPDATE -F E F I.__ I, I 6 01107I20 POLE MODFL 8 1NGLUDF Sg SCE POWER DESIGN v ' 010 3/4° 010 3/4" I ISSUED FpR 1 + ° 02101119 VSP m:E - PERMITCONSTRUCTI0N S I I ii li A 12124/18 ISSUED FOR REVIEW PKS `� (N) STREET' LIGHT POLE DESIGN i (N) STREET LIGHT POLE DESIGN ; I -FUTURE BANNER & BRACKET LOCATION °E REQUIREMENTS' REQUIREMENTS: i II (BY OTHERS) REV DATE DESCRIPTION BY a P 1. INSIDE RISER FOR FIBER, i 1. INSIDE RISER FOR FIBER, `a POWER & GROUNDING I POWER & GROUNDING F i j LICENSER: I I i I c r I I a`o (N) 10.75' DIA STREET i (N)10.75' DIA STREET €€ LIGHT POLE /5637 �Iy ____ A W Q BANNER ATTACHMENT LIGHT POLE IF5637 i;S _ ' _ _ _ L OF� BANNER ATTACHMENT h G (TO BE INSTALLED BY AT&T) 7 ELEV. 14-0' A.G.L) - (TO BE INSTALLED BY AT&T) )` - -�� ELEV. 14-0 A.G.L) t i (N) SCE PULL BOX i ` y 'y) U" REMOVE (E) STREET LIGHT POLE I 1 ' AND INSTALL (N) STREET LIGHT i (N) 1 1/4.0 CONDUIT FOR POWER WITHIN D INSTALL(N�STRLIEETITUGOHTE i y l Q 1 c cem.o POLE ON (N) POLE FOUNDATION i N POWER TRENCH ROUTED TO N SCE ( ) S v1 ( ) ( ) POLE ON N POLE FOUNDATION i -��, srE` " m AT SAME LOCATION PER i PULL BOX -- AT SAME LOCATION PER of U�1 s a MANUFACTURER'S SPECIFICATIONS i (E) SHRUBS MANUFACTURER'S SPECIFICATIONS i (�'� ��[� (� B c i , EXPIRATION DATE 04/30/2020 = (TO BE INSTALLED BY AT&T) i (GC TO REPLACE THE SHRUBS (TO BE INSTALLED BY AT&T) t t TO ITS ORIGINAL KIND) m41 BOTTOM OF (E) SIGNAGE L1l�' GATL - BOTTOM OF (E) SIGNAGE --- PROJECT INFORMATION: o ; ELEV. 7'-0- (A.G.L) , 1 �v AnGj� j ELEV. 7'-0- (A.G.L) (N) 1 1/4.0 CONDUIT FOR STREET 1 �J1 �U, 1 o I LIGHT POWER WITHIN (N) POWER b� S { 3'-4° (E) SHRUBS 8a I TRENCH ROUTED TO (N) POLE LOCATION 1 ' - _-- ( NWPTB_NODE 008A GC TO REPLACE THE SHRUBS I I 6$0 CS NEWPORT CENTER OR., m TOP OF E CURB I , TO ITS ORIGINAL KIND) � � 6-0' 6'-0 \_a�FLEV, o'-o" _D , FRONT OF (E) CURB & GUTTER NEWPORT BEACH, CA 92660. c (E) CURB dt-- oiJ'"��0 �{ ��=L a a r° cl �1 i TOP OF E CURB `o GUTTER r k {> C CI I a. ELEV. 0'-0" F r - E SIDEWALK HECHT'EL DRAWING NUMBER o s ti °O 25134-617—CO-0000-00682-007 m c ,y ` �..' /ti SHEET TITLE: u_ m `. — ————————— - ——————— 7. n` (N} i2'-6' x 5'-6' DEEP LJN(FIT PULL BOX GROUND ROD STAINLESS (N) 02'-6' x 5°-6' DEEP _ ELEVAl10NS A STELL #8 SOUD COPPER POLE t CONCRETE POLE FOUNDATION TO :".. ( ) TO BE CONCRETE TALLEDFBYNAT&TN j.�' ®# BE INSTALLED BY AT&T '.•; N 1 1/4'! CONDUIT FOR POWER INSULATED WITH EXOTHERMIC 2'-6" WITHIN (N) POWER/FIBER TRENCH CONNECTION ROUTED TO (N) POLE LOCATION 2—�° 1 SHEET NUMBER: "=a (N) 2.0 CONDUIT WITHIN (N) (N) AT&T FIBER a{ FIBER TRENCH ROUTED TO N LOCATION O PULL BOX FULL SCALE 3/8"=1'-0" FULL SCALE 3/B"=1'-0" U mPOLE PROPOS DWEST ELEVATION 2' o z a s FT PROPOSED NORTH ELEVATION 2 ° z a 6 FT .�..� t � HALF SCALE 3/16"=1'-O" HALF SCALE 3/16"=1'-O" 6 5 4 3 2 1 APPLICANT: 25 MPH NOTES: SIGN SPACING — 1OD' 1. CONTRACTOR TO NOTIFY BUSINESSES Sc RESIDENTS NEAR PROJECT 35 MPH SITE PRIOR TO THE START OF WORK. FOR REFERENCE ONLY SIGN SPACING - 250' 2. CONTRACTOR TO PROVIDE ACCESS FOR PEDESTRIANS WITH THE HELP TAPER - 245' OF FLAGGERS AT ALL TIMES. SDN:26134-617-CO-0000-00682-006 at&t BUFFER - 150' (MAX ALLOWED) SHEET NO.: TCP-9 Mobility CONE SPACING — 35'17' ( TOFU T ZONE) 1452EDINGERAVENUE,3RDFLOOR - 17' (CONFLICT ZONE) 'fUSTIN,CA 92780 ENGINEER: Q z Lr DCI PACIFIC 0 �0 r l/1(�� / (� � Al El C WORKS '�'1• }rIrI r�--� 1 250' z AAdiWCWRE I ENONELRING I CIX S5U NC fA;in1 f C' 1 V 1 N EXECJMW VMR I SMITE 170 51- i ��V/ I 1WRE I CA 926 41 � IVfIL DRAWN BY: HN d� CHECKED BY: BOK f REVISIONS: 250' cg%J7 OR ow r 250' 11' T5 g- � 4r A C30 BK 0 A- R9-3 — yC r R9—IIA(RT `r �-� 150'BUFFER F�GOER A 08/01/19 904� CONSTRUCTION HN TS __ MAX ALLOWED O REV DATE DESCRIPTI6N 6Y aN 1st r1v°IV c3a�6K� - w gr► r 3. LICENSER: �p5r11 �Rg-11 A 245'TAPER G2a_2 W4v R� Z� 9 ESS! FLAGGER 20 RS T O ASSIST AND PEDESTR ANS T DIRECT HROUGH WORKAREA. �s=o �g`p�CHDN- y�y G � * H0.C&9385 100' Epp:06-3-20 \ C ` 1G0` E F CALF 250' PROJECT INFORMATION: NWPTB NODE 008A N CRAN_RLOS_NWPTB_008 POLE ID# U 510# N CONSTRUCTION WORK SCHEOULE: SANTA CRUZ DR DAYS OF THE WEEK: MONDAY - FRIDAY NEWPORT BEACH, CA 92660 HOURS OF WORK: 9:00AM - 3:OOPM TOTAL DURATION: 30 NON-CONSECUTIVE RIGHT LANE CLOSURE WORKING DAYS SHEET TITLE: REF: 2016 WATCHBDOK - 13TH EDITION - PAGL#45 TRAFFIC CONTROL PI-AN TEMPORARY TRAFFIC SI GNS: LEGEND: SCALE: �I SIGN FLAGGER ® PROJECT „M�. FLASHING SHEETNUMBER: ROAD RIGHT LAN �� BIKE SI GROSS SIDEWALK CLOSED SHARE SITE ARROWBdARD WORK 1 LANE ENE CROSS HEpL CROSS HERE THE ROADWORK CLOSEp CLOSED CLOSED ROAD AHEAD AH�yp 20' 40' 1"=40'BO' ' TRAFFIC TOW-AWAY •CONE H BARRICADE T5 SIGNAL T•A.N.S.A.T. NO STOPPING 01 OF 03 W20-1 C20(RT) W4-2(RT) C30(BK) C30(CA) W11-1 R9-11A(LT) R9-11A(RT) W16-1 R9-3A G20-2 ANY TIME