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Planning Redline_PA2019-128
AFR.I:.nll� - IF USING 11'X17" PLOT, DRAWINGS WILL BE HALF SCALE c ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED 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 IS TO 8E CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO SITE NUMBER: CRAN RLOS NWPTB 008 0am THESE CODES. '- Trf. �OI.LOW1nG NAx'le5 HFBFBY APFRGY: AND KrEFT -KSZ P0a MFNT5 4 AUTHQRIZB try. Mobility c ; 1. 2016 CALIFORNIA ADMINISTRATIVE CODE PROJECT: CRAN / SMALL CELL / PICO SUEl0MrR0aA f0 PROCR60 wr;W THE CONSERUCY"N OFSCRIFKI1 FV.RF.IN RL 00--UWFNIS AR: m i 2. 2016 CALIFORNIA BUILDING CODE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT & MAY IMPOSE CHANGES OR 1452 EDINGER AVENUE,3rd FLOOR I o 3. 2016 CALIFORNIA ELECTRIC CODE U S I D #: 230804 MODIFlCATIONS. 4. 2016 CALIFORNIA MECHANICAL CODE APPROVED BY: INITIALS: par;_ TUSTIN,CA 92780 5. 2016 CALIFORNIA PLUMBING CODE c� 6. 2016 CALIFORNIAIRE CODE PACE #: MRLOS056709°u 7. ANY LOCALOCALBUILDING CODE AMENDMENTS TO THE ABOVE kThl RF FzyGRF7€R: n 8. CITY/COUNTY ORDINANCES ° AT&T OPERATIONS: ENGINEER: qk HANDICAP REQUIREMENTS: o- FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED 511'E' 1kf�ktER `a ACCESS NOT REQUIRED IN ACCORDANCE WITH CALIFORNIA ADMINISTRATIVESECTIO e u STATE CODE PART 2, TITLE 24, CHAPTER 118, SECTION 11038. � PROJECT Wi1hOfR' m c ZONING VENDOR' - c g B CODE COMPLIANCE ,c tR: BECHTEL INFRASTRUCTURE — o A/E MANAGER: AND POWER CORPORATION o THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN at & t ppppEm DM4-R. 16808 ARMSTRONG AVENUE, WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT SUITE 225, IRVINE, CA 92606 o c WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON Z DRAINAGE; NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH a o DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS NEW. APPROVALS m DRAWN BY: SAS SCOPE OF WORK: CHECKED BY: SRR GENERAL NOTES POLE TYPE (N) CONCRETE POLE AT&T PROPOSES TO MODIFY, OPERATE AND MAINTAIN PROPOSED UNMANNED a TELECOM FACILITY. THE SCOPE WILL CONSIST OF THE FOLLOWING: 1. AT&T TO INSTALL (N) STREET LIGHT POLE MIN. 5' AWAY FROM (E) Iz=srlslDaAa: C POLE ID # 5637 STREET LIGHT POLE AND REMOVE (E) STREET LIGHT POLE AFTER n REVISED TO DIG ALERT INSTALLATION OF (N) POLE. to hM°F °%°k* SITE ADDRESS : 690 [CS] NEWPORT CENTER DR., FRONT OF 2, INSTALL (1) (N) OMNI ANKNNA ON TOP OF (N) STREET LIGHT POLE. 3 O6/O6/19 54S SCE FIN MAP - E DIAL TOLL FREE 3 INSTALL (2) (N) RRUS-2203, (1) (F) RRUS-2203 AND (1) (N) REVISED TO ADD CITY L9 CA 92660. RRUS-2205 ON (N) STREET LIGHT POLE. 2 04/24119 SRR ASSIGNED ADDRESS )�soo—zn—zsoo NEWPORT BEACH, INSTALL (1) (N) SURGE PROTECTION DEVICE (SPD). 0 02/01/19 ISSUED FOR VSP m£ ♦SF LEAST TWOYW DAYS 5 INSTALL AC POWER SUPPLY TO RRUS (TO BE PROVIDED BY AT&T PERMIT/CONSTRUCTION ° $�FhRE 1N 61f: MOBILITY). A 12/24118 ISSUED FOR REVIEW isK5 o 5 INSTALL FIBER CABLE (TO BE PROVIDED BY AT&T WIRELINE) REV DATE DESCRIPTION UY �4j421r OvAFR. PUI3LJC R'cH1 OF WAY 7 INSTALL (1) (N) HANDHOLE 17"X30" (FIBER PULL BOX) APPROXIMATELY ° 690 CSll NEWPDRT CENTER DR., FRONT aF ' 15' FROM (N) STREET LIGHT POLE LOCATION (BY AT&T WIRELINE). LILENBER DES$` NEWPORT BEACH, CA 92660 fir' • ' irR } 6 INSTALL (1) (N) HANDHOLE 17"%30" (POWER PULL BOX) APPROXIMATELY 10' FROM (N) STREET LIGHT POLE LOCATION (BY AT&T MOBILITY). e i MpsJCANT AT4T * ; 9. fNSTALL (1) (N) HANDHOLE 17"X30" (STREET LIGHT PULL BOX) c € ADDRESS: 1452 EDINGER AVE, 3rd FLOOR, TUSTIN CA 92780 APPROXIMATELY 5' FROM (N) STREET LIGHT POLE LOCATION. .5 ETUS ��{' 7 �' � ,{r 'x 10, GC TO TRENCH & INSTALL CONDUITS FOR POWER/FIBER AS REQUIRED. °£ LATITUDE: 33 37' 14.31" N �. e 1 .� eww) % PROJECT DESCRIPTIONLON171TLRE; 117'52' 34.14" W-117.876150' J:z LONGITUDE/LATITUDE TYPE: hal r SHEET DESCRIPTION' E GROUND ELEVATION (NAND 88): t196.05' AMSL { Ed EXPIRATION DATE: 09/30/2020 ADJACENT APN N: T T-1 TITLE SHEET �. ZONING JURISDICTION: CITY OF NEWPORT BEACH (ORANGE COUNTY) I T-2 GENERAL NOTES,LEGEND AND ABBREVIATIONS o P PROJECT INFORMATION: m= O.ONGP T 2ONWG: PUBLIC RIGHT OF WAY >' _ A-1 SITE PLAN o FRWOSEII VSE UNMANNED TELECOMMUNICATIONS FACILITY "!Lk c F A-1.1 SCE FIM(FOR REFERENCE) o a } NWPTB_NODE 008A `o SITE INFORMATION ' �I A-2 ENLARGED SITE PLAN 690[CS]NEWPORT CENTER DR.,V L }'' A-3 ELEVATIONS FRONT OF NEWPORT BEACH,CA 92660. a r� PROJECi#iAAiAGE1t �NIaF{EER4 k A-4 SITE IMAGE&ELEVATION c a AT&T Mobility Bechtel Infrastructure & Power Corp. 1452 Edinger Ave. 16808 Armstrong Ave. tr A-5 EQUIPMENT DETAILS - o Tustin, CA 92780 Irvine, CA 92606 O O a CONTACT: Stacey Brown iY Z BECHTEL DRAWING NUMBER r CONTACT: Sta Y CONTACT: George Morales Z } A-6 EQUIPMENT DETAILS $ 949-372-4476 w w 26134-617-CO-0000-00682-003 o sb6766®ott.com gmorales®bechtel.com E-1 )ELECTRICAL AND GROUNDING DETAILS V 0 8Ari2DNIN0PERMITTING: CONSTRUCTION GC: E-° o Bechtel Infrastructure & Power Corp. Corp.Bechtel Infrastructure & Power CorUE}1 AMERON POLE DWG.NO.1803-007 DETAILS(BY OTHERS) 16808 Armstrong Ave. 16808 Armstrong Ave. VICINITY MAP LOCAL MAP wxr O Irvine, CA 92606 Irvine, CA 92606 POLE FOUNDATION DETAILS(BY OTHERS) o a m CONTACT: John Tseheridis CONTACT: Jon Awerkamp TI� SHEET c 949-372-4519 949-372-4445 TCP-1 TRAFFIC CONTROL PLAN(BY OTHERS) m T A jtseheri®bechtel.com jowerkam®bechtel.com DRIVING DIRECTIONS FROM AT&T TUSTIN OFFICE: N ;•' AF F.NGAHEER. SENIOR TECHNICAL PROJECT MANAGER. SHEET INDEX ®3 GET ON STATE RTE 55 S IN SANTA ANA FROM EDINGER AVE, CONTINUE ON STATE RTE 55 S. TAKE CA-73 S TO AT&T Mobility AT&T Mobility MACARTHUR BLVD IN NEWPORT BEACH. TAKE EXIT 14A FROM CA S, MERGE ONTO MACARTHUR BLVD, TURN RIGHT ONTO 1452 Edinger Ave. 1452 Edinger Ave. SAN JOAQUIN HILLS RD, USE THE LEFT 2 LANES TO TURN LEFT ONTO SANTA ROSA DR, TURN RIGHT ONTO NEWPORT 4Hr� NlMAFR. m-_"a Tustin, CA 92780 Tustin, CA 92780 = CONTACT: Mahesh Kolur CONTACT: Oan Vazenilek 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 m F 714-566-7 c 1 562-7 6-4647 DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. ova ``� PROJECT TEAM DRIVING DIRECTIONS DO NOT SCALE DRAWINGS ; o I 71 A 34 V SVE 1'SL+ LEGEND zz=z:zz= OQL[r OR F6A5TEA 1 TREPHEftE PNE GENERAL NOTES AI}PLIClwT T/E POWER/TELCO RUN {�1 5/8"X 10'-0" ,CU, MW RDD IN © (E) BRICK GAS WK TEST WELL 30' MIN. BELIM GRACE I THE FACIUTY IS AN UNOCCUPIED DIGITAL TELECOMMUNICATION FACILITY. 0 ° {F,) MASONRY _ CHEMM CROUND ROD 2. PLANS ARE NOT TO DE SCALED ANO ME INTENDED MBE A �1�� NEW A#11Et&1Fr (KIT GROUND ROD) OIACRAMMATIC OUTl1NE ONLY, UNLESS NOTED OTHERWISE. THE WORK m u ^ S IO L'R4ri SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND oO114 Il111Q'✓tNt � CONCRETE WArriR IINF 4f RNA A WOI D WNNECRON U&CA'N9Efl6SSPkF fO GDWPL�rp ALL INSYALLA1r6N9 As INDICATEb ON lwk Mobility t o GROUND ROD 0 CApEhE 5 MYNA L'NL 1452 EDINGER AVENUE,3rd FLOOR a CHGLNT BR[ai{ER 3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELDTUSTIN,CA 92780 FIELD {1 c 'r' (4110kR} DUN 12A1r - - - - - MlIMIT LftLKW2'JND CONDITIONS AND DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE PLYXK30a AraAMPLISHCa A.S VMVN MON W MCE€AING W" €ON5MV4 LION 4 r MECHANICAL GRNO. CONN. ® URLIYT DEFER &M ANY DISCREfANQCS MW f9 BE BROLIDHr TO THE ATTENTION OF THE Da- { SAND -U .0- FUSE_ 313E AND rYPE AS d OICATEZI, 1Tw k9PKATIOM E+J WER AND CNrINFE PRIOR R TO PROCEEDIN IFI G W , ICI A THE OBTAIN, R T EEDc ■ CAELD TA1+F0�JWMI? cuou. =j SAFETY SWITCH, 2P-24OV-60A W/60A FUSES, NEMA SR EORE 5rAMM WORK M ANY FTEM NOTCLEARLYDFF1NEb ri% EHGO1EF;p: __ r ENC44SUAE. SQ 4 €AT&DC TM H222NRB IDfN1rtIEh BY THE CbNTIWCI L%DtuwFNrt. GROUND ACCESS WELL WOOD BLOCKING c I �F'I RI SI'L"DOI�N rRANSFDRMEIr 'a A4 o MANUAL TRANSFER SWITCH, ZP-24OV-200A, ND FnE, THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS c m ELECTRIC SOK 51EAL HEM 31T ENCLOML ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS i RECEPTACLE, 2P-3W-125V-15A, DUPLEX, SPECIFICALLY INDICATED OTHERWISE OR WHERE LOCAL CODES OR u ! �T 'FE TELLftCW BOX CENFFUNE ® SURFACE MOUNRTING TYPE, HUBBELL LIGHTING CATALOC4 fkV LIGHTING GROUND TYPE, HUBBEL CATALOG /5362 REGULAH5 TAKE PRpOEOECE M BECHTEL INFRASTRUCTURE 'o c /WSW232T u. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT o u PROPERTY/LEASE LINE LIGHTING FIXTURE, FLUORESCENT, 10.94" z 8'-0 2/95W, s TOGGLE SWITCH. 1P-125V-15A, ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. HUBBELL CATALOG /HBL 1201CN AND POWER CORPORATION `r LIF.H1 PaL SURFACE MOUNTING TYPE, HUBBELL LIGHTING CATALOG CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, `o« ' M LMIE JTWSM232T ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC 16808 ARMSTRONG AVENUE, TDCOEE SJNTW. 1P-120V-15A, 14P' AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. MECHANICAL AND m^ M I,IDNUhrtNT LIGHTING FIXTURE, HIGH PRESSURE SODIUM, 1/70W, WALL ELECT12JCJ,L SYSTEMS SRkL BE INSTALLED Yd ACCORDMIM WITM iWLL SUITE 225, IRVINE, CA 92606 c i WORK POINT MOUNTING TYPE, HUBBELL LIGHTING CATALOG BNRG-307 APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL t OR 1/50W, HUBBELL LIGHTING CATALOG BNRG-121 IONIZATION SMOKE DETECTOR W/ALARM AND STATE JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE c E dF Sf*7r €E rvkriom - - - GROW'C ccf4wx7'OR EXIT SIGN, THERMOPLASTIC LED, SINGLE FACE, UNIVERSAL HORN &AUXILIARY CONTACT, 120 VAC, o m MOUNTING, W/BATTERY PACK, HUBBELL UGHTING CATALOG CENM pm NO, 7100E DRAWN BY: SAS 7. THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, m 6 �� MPow * CABLE #PRB DOLE USING THE BEST SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE CHECKED BY: SRR SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, COMBINATION, EXIT SIGN & EMERGENCY LIGHTING, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL « HUBBELL LIGHTING CATALOG BPRC o«c 1.11 REMSIFPI eu OVERHEAD SERVICE PORTIONS OF THE WORK UNDER THE CONTRACT INCLUDING CONTACT AND o CONDUCTORS A (N) POLE MOUNTED XFMR _.90F01NAPiuN WIT►I rHE IMPLNENTATION ENGINEER ANO MIYH M€ REVIN INS. C X„ (:H,AlN LINK FENC1FiG EMERGENCY LIGHTING, 2/50W, HUBBELL LIGHTING CA'ALO., LANDLORD'S AUTHORIZED REPRESENTATIVE. w n G REFff2EH IJ JHE6-50-2-R91 REVISED TO INCLUDE DE(E) POLE MOUNTED XFMR b. SEAL. PENETRATIONS THROUGH FIRE RATED AREA5 WITH AJ,L USTM ANO 3 O&M19 +0.9 -OHT/OHP OVERHEAD TELEPHONE/OVERHEAD PQYTai LIGHTING FIXTURE, INCANDESCENT, 1/100W, WALL FIRE CODE APPROVED MATERIALS. SCE FIN MAP c E x 1 aETAR REFER+E'`ICrt MOUNTING TYPE, HUBBELL LIGHTING CATALOG REVISED TO ADD CITY ^ DHl OhERHE TELEPHONE uNE /BRH-100-06-1 OA0 WOLN1fM XrMR 3. PRDNDE A PCRTASLE FIRE EXTY+t 0SHER OATH A RATING OF HOT LESS 2 Q4 M9 ASSIGNED ADDRESS 'sRR m E v THAN 2-A OR �-A1C�C wIrHIN 75 FLET TWNEL ffiTxta[$ N ALL P4NTlCNS bf FW NYIrURT AREA DURING Ci3NSMUCi10N ISSUED FOR m a LIGHTING FIXTURE. HALOGEN, QUARTZ. 1/300W, HUBBELL B 02101/1h VSF~ m« % ORP UYERHEAD RIVER LINE LIGHTING CATALOG (E) PAD MOUNTED XFu(N PERMIT/CONSTRUCTION _ ELEVATION REFERENCE #QL-505 10.DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR c A 12atel B ISSUED FOR REVIEW PKS CLEMq+NCE FOR CABINET CONDITIONS, MAY C REQUIRED O SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART GF c= E uilrE3i RIl4 LIGHTING FIXTURE, 1/175W. AJFTAJ HAUDE, HUBBELL CAT T41E WDq,� REk' OIiT{ DESCRIPTION FiT' •`c e X SECTION REFERENCE AMIC-0175H-336 a - -F/P FIBER/POWER RUN 0 11.REPRESENTATIONS OF TRUE NORTH, OTHER THAN THOSE FOUND ON iFIL 5/8" X 10'-0- -CU. 640 ROD d0' Ww B€LO■ CRAM PLOT OF SURVEY DRAWING, SHALL NOT BE USED TO IDENTIFY OR LlCfrrS=?' C C E*STABI.15H tHE WARpG QF rMJE NORTH Ar 111£ 51tf:. tHF;CQJVTpA[rOR m o SHALL RELY SOLELY ON THE PUUt OF SURVEY DRA2MN4 AND AW ABBREVIATIONS VIM. M0LLNF4jG TEL TELEP+tlHi. SURVEYOR'S MARKINGS AT THE SITE FOR THE ESTABLISHMENT OF TRUE o ° FIAT ElECUWJL MErA l C TUMR{Q 1ArL METAL TEMP. TEFIPOIRml NORTH, AND SHALL NOTIFY THE ENGINEER PRIOR TO PROCEEDING WITH E A AMPIRP E.N. OXE I," MIS. MANUAL TRANSFER Sv&c" tHK, THICK NE THE WORK IF ANY DISCREPANCY IS FOUND BETWEEN THE VARIOUS TWAS { +1C105UpE R NvuTRA; TOWER MOUNTED AMPURER 6EWENTS OF THE 91ORMG: DRAWINGS THE TIME NORTH A.@, IHCHOR l34I T F7N�CL. F]' It o« ABV. ABOVE ENQ ENG44EER NEST' (DC SUPPLY VOLTAGE) DAIENRATIQFf A6 OFPICI[0 ON T1iE CIVIL SURVEY_ THE CONTAskCTOR 31r•LL I AC ALTERNATE CURRENT//AIR CONDITIONER E(}- EOuSL NA"IONIC ELECTRI[AI. MUTufA1GTUfrfRS ASSOC. t,N TOE NAIL ASSUME SOLE LIABILITY FOR ANY FAILURE TO NOTIFY THE ENGINEER. ro ^ ACCA ANTENNA CABLE COVER AS561ELY 9-1 QR (E) E%IsTINO ) r4"SER T,D.JL, TOR OF MirEN'*k cia,w ADD'L ADDITIONAL EXP, EXPA143 F4T. NOT TO SCALE T.QLD. TQP OF CURB N 42. TK "AITRA09R SHALL HAKE NF€MWY PROM511ON5 TO PROTECT A.F.F ABOVE FmSmEO FLOOR EAT EKTIMun OSIF O-II.AL BbMaP iO INXINFACE TOR TOP OF PLATE (PARAPET) T.D.P. TOP OF PLATE LPARAPL7) EXISTING IMPROVEMENTS, PAVING, CURBS, VEGETATION, GALVANIZED o^ AF.G. ABD4E FZCSHW GRInE F FUTURE OH OWf RHfAl7 T.D.S- TOP OF STEEL SURFACES, ETC., AND UPON COMPLETION OF WORK REPAIR ANY DAMAGE ral c rn AG,L. ABOVE CROLRA6 LEVEL FAB, FABRICATION(OR) D.C. ON CENTER T.4.'R TOR QF 'MALL THAT OCCURRED DURING CONSTRUCTION TO TJ$ SATISFACTION OF AT&T. '�OF i AJC AMPERE WTERRUPrrNr CMAUTY W. FACTOR OFNG. OPININIG TYR TYPCkI- ALT. ALUMINUM #A FINI= FLOOR ROLE +3_KEEP GENERAL AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, 13 c ° ALT. ALTERNATE F F. FINISH FLOORP PROPOSED V.� L'R EXPIRATION DATE: 09/30/2020 u AIR[_ ANTENNA F.G. FINIVI GRAZE P Q PRECAST CONCRETE LLw UNDERWRITERS LABORATORY INC. DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING APPRbx. APPI4bl0FAd(?LY} M. FINISHED) P S PERSONAL COMMUNICATION SERVICES WIF5 UNIVERSAL MOBIL TECH. SYS. (3G MDDk.E TECH.) ON THE PRWE RrY. LEAVE PM60US IN CI M CONOIRON AND P1TEE TFiQA m r ARCH. ARCHRF�SLJ FLR, FLOOR PH PH'A25E U.N.O SUNNLT SS NOTED OTHERWISE PAINT SPOTS, DUST OR SMUDGES OF ANY NATURE. E, AT. AW RE P FLOOR FLUORESCEMT PLY'. F'L+TNOW m Awn 11BEf11 M YUkh 9A" #' . FQVKAT14N PNLHD PAINEL.9OFWD w'hr ti�9kT lA.TERIWTM CIIroTENIT / PROJECT INFORMATION: m 2' I4- BEFORE ORDERING AND/OR BEFORE m- BATT. BATTERY F.O.C. FACE OF ODEd' E PPL POWER PROTECTION CABINET Vr F WEAIF1r IN FIELD BD. BDARD F.G-u. FACE OF MASONRY PRC PRIUARY RA" CADIV0 W WAIT OR MAE FABRICATING/CONSTRUCTING/INSTAWNG MY AFEM5, YLEFti" TK TYPES ANO n 0 Mum. OLIWrzG V.04 FACE OF STUN PRI PRIMARY w WITDHE(WIDTH) DUAMT111E5. BLK. BLOCK N f.s. FkCEINIS OF WALL FAC P,5.F. POUNDS PER SQUARE FOOINCH Iffrf WJrHDU1 I5. CONTRACWIt SM-L IIP!hW 311E MRMOh ri1M A CEUAJLAA PHONE AMp BLKG. BLOI}iIMQ f,S, FlFII&i SURFACE P,S.I, POUNDS PFJt SQUARE INCH �o aQ ek l3E+lt Mn I'm [FEAT) P.T. PRESTRIE THE TE15 wwow TA,ERPRaQr 1r P sA►C aH s+rE wHFXNEVER F L IJIE ilht M. NWPTB_NODE 008A &N. 90UNDIRY 4JAILINc Pur PUBLIC UTIUTY EASEMENT wt. O 1GwT 690 CS NEWPORT CENTER DR., �• OR. B AYON FU FUSE PIAI. POWER (CABINET) wt. WIRELESS TRANSMISSION RATE 19. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE I 9pKR. eRLWSEl4 1i; QWJHD UTY. QUANTITY 5frE AND NDJWV TW PROJECT MVIAGER OF AHY DISCREPAICES BEFORE FRONT OF a 9TFri BARE TINNED COPPER WIRE GR GROWTH (CABINET) RAD.(R) RADIUS XFER Tr ISFER sFARTWG ANY wDRw g ° BTS. BASE TRANSM:S5*N SYSTEM GA. GAUGE Ras RADIO BASE STATION X ft TftmrQfIUER NEWPORT BEACH,CA 92660. v f 0.Q.f. 13afrcm OF FoGf[Na 04k1. aENEIIIAtOH ET(BASE STATION 3G NETWORKS) X1FF CROSS-LINK POLYETHYLENE c B/U BACK-UP CABINET ip. GILWWIZE LI ROaT. RECEPTACLE GCHTERUNE I!. COH1rtAt 6R To PPtmU COMPLEM SET OF A5 $L,LT ORAwmm mFHJN a m C DONDIAF G.F.C, I. GROLAID FAULT OWDX wTFFALFFTER FLEE. 14&V.'m.'L PLATE, PROPERTY LINF, 14 WQRKNV GAYS 9F PRELrECF MkFjrfl0R- m E W. MU"T GLB. (GLU-LAM) 5LVE LAkWdAXO BEIJI REINF REINFORCEMENT(INC) COAT CANTkEVEi O ONO GWMD RE4b REQUIRED I¢ PJnOR TO THE COLruENCETaE]NT OF CONSTRUL"ITQN OR THE FA,BFICJ.TI6N OF o CET. D.W-UfT BR 'ro% a0IN L POSIRELNING SYSTDA Ft(A. RIGID GALVANIZED STEEL MATERIALS TO BE INSTALLED AT THE SITE. THE CONTRACTOR SHALL FIELD 2 c COMA CODE-DIVISION MULTIPLE ACCESS (2G & 3G) CANE QR%7. 0 RKV REMOTE RADIO UNIT WIFFY ALL biWLp4 oGNS r<LU13kkg. AS-BUILF DMENMNI.Of EkISTMG BECHTEL DRAWING NUMBER CDUK CONSOUDATION DISTRIBUTION UNIT KIT 63FA GLOBAL SYSTEM MOBILE (2G+ MOBILE TECH,) (RADIO TRANSCEIVER SFRUCIURES Qk STRuCruR LL CLF'MENTS mAU7NL A NW04 oI 1 C.I.P. CAST MI PLACE HC4C HARD DRAWN COPPER WIRE 26134-617-CO-0000-00682-003 E i v CK1. tticulT Rw- HE•an€R BwX-AlT 5AFE YR Alp 1NT$k A[E tRAr SCOPE of E K fa $f;ELEMENTS O+Fb THE If AM pRRAWINGS N FTHE m CLC. CEILING f3,R HANGER BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND THE m c Z CUR. CLEAR lip'S mi3ii PRESSURE SODIUM SYfL SCHEDULE DIMENSIONS OR CONDITIONS FOUND TO BE EXISTING IN THE FIELD, THE cam rmu CANr"... WAJONFLY UMI (JAMB BLOCKS) HT HEIGHT 5C SMALL CELL CONTRNU R SHALL Mn" THE ENG"CER AN OBTAW DESIGN Y m ° COL COLUMN CGB. ri"TED 09PPER GPOLL'+U EATS SUSC SDFT BRAILM Hm?E COPPL.R RESOLUTION PRIOR TO PROCEEDING WITH THE PORTION(S) OF THE WORK m C&iC. CONCRETE �N.(-) INCHES) mr sfrcw RY AFFECTED. THE CONTRACTOR SHALL ASSUME SOLE UABIUTY FOR ANY m € CUNH. aaNNECTION(OR) 7:F INTERIOR SS+IM. 12"11LLAR EAiLtAbE tQ 9D NutiFY THE CNOINF.ER AM? hBYAJN RF50LUTN m MORE GENERAL NOTES/ LEGEND -.T CBNST CONTINUOUI N I LC INTEGRATED LOAD aE74TEFr a5H. $OIL HLUTR.0 if CONTINUOUS LB.(#) POUNO(Sl AT g) AF9CEfDINC AND ABBREVIATIONS A m x a d PENNY (NAILS) L.B. LAG BOLESso ,y, DCL DElV1 Comm OUBLE -�. LENGTTH INEAR FEET (FOOT) S.t voiNLESS SVEL ® o J OEM. DEµr{yG LONG(ITUDINAL� STL F51-01 AlNL z DEPT. UEPA FIA NT ps LOW PRESSUR SODIUM sTRLIC. SrR A,L o ai. DJ_ DAME 5 019 '� LONG TERM EVOLUTION (4G MOBILE TECH.) r F SURFACE SFEEF#aLIF$E1;: c w a Dv�MA UAGO ER {IA$ MASONRY Sw ftTCH ° DRAG. D44GYJr+Y4i MAX. WAXIWL?M 2 DHL DIMENSION L.0 wK.HINE 3QI r DWG DRAWING(S) 4AECk LJECFMKAL Li m° DAL DOWELS) MFT1. FJAN,lrA"JN'LR I. EACH MIN. WINIMUII -2 t t o ELR EMERGENCY MM RGEN Y GENERATOR RECEPTACLE 4i15C. W&CELLAiEOUS MLO WAIN LUGS NSNLY u ELEC. rLECTIRICA4 11TD, MOUNTED ELEV ELEVATOR 5 4 3 7 1 ??131 T 3.- ,sPP41r.�,- 1. IF DIMENSIONS SHOWN ON PLAN DO NOT SCALE c CORRECTLY, CHECK FOR REDUCTION OR ENLARGEMENT = FROM ORIGINAL PLANS. £9 2. UTILITY DESIGN AND RUNS ARE PRELIMINARY. PENDING r atl7l 8$ FINAL DESIGN FROM UTILITY PROVIDERS. ` Mobility 2 r ; 3. PULL BOXES AND LIDS SHALL BE SPECIFIED AS m 0 1452 EDINGER AVENUE,3rd FLOOR r CONCRETE OR APPROVED EQUAL. ' TUSTIN,CA 92780 0� (E) BUILDING & ;, , � + 0 4. REMOVE EXISTING LIGHT POLES AND LIGHT BASE. PARKING LOT u REPLACE PARKWAY AND/OR SIDEWALK, IN KIND. (E) BUILDING & �- I PARKING LO'-- tw 5. CONTRACTOR TO PROTECT IN PLACE ALL SEWER AND �- _ T E F Ci{'.,INtCp ° WATER LATERALS WHICH CROSS UNDER/OVER THE Sp',6, � *% PROPOSED ELECTRICAL TRENCHING. 6. ALL NEW LIGHT POLES SHALL RECEIVE A COATING TO 7 m PROTECT AGAINST GRAFFITI, - 7. GENERAL CONTRACTOR SHALL RE-LOCATE ANY SIGNS *;, y ' c a ON EXISTING LIGHT POLE TO A NEW LIGHT POLE. �� ' BECHTEL INFRASTRUCTURE 8. EDGE OF NEW ASPHALT PATCH IS A MINIMUM OF AND POWER CORPORATION `o= 1-FOOT FROM THE EDGE THE TRENCH, ON BOTH SIDES. o > iw' f .f - 16808 ARMSTRONG AVENUE, a^ NEW ASPHALT SHALL BE PLACED (1-INCH) THAN THE SUITE 225, IRVINE, CA 92606 o= EXISTING ASPHALT, AND A MINIMUM OF 4" THICK. REPLACE 'IN KIND. o° 9. WHERE THE EDGE Of NEW ASPHALT PATCH IS WITHIN CLCMEN7E "+ aa�++v BY: SAS O1 2-FEET OF THE EDGE OF GUTTER ALL EXISTING ASPHALT �< FROM THE EDGE OF GUTTER TO THE EDGE OF TRENCH __ ,;;: { CHECKED BY: 5RF SHOULD BE REMOVED AND REPLACED. IN THE FIELD THIS ,2- IS REFERRED TO AS A 2 FOOT FLOATER. ti Ra'1 tilcfr;.; C n 10. CONTRACTOR TO VERIFY SUB STRUCTURE LOCATIONS (E) HOTEL SINAGE (E:) TREE REVISED— + ' PRIOR TO ANY EXCAVATION. o + SCE FIN MAPINCL SA S UF."tiC+'1J SAS `� ,��• SCE FIN MAP = E n 4 REVISED TO ADD CITY '0 11. ALL CONDUCTORS/WIRES & CONDUIT, SHALL BE r o - ? O-0+ 4+'g SRR 0 o r I ASSIGNED ADDRESS v INSTALLED IN A NEAT AND TIDY FASHION. ALL EXCESS I 39'-10' ` ' ISSUED FOR m w WIRE SLACK IS T00 BE REMOVED AND HIDDEN AS MUCH _ '' +,� .' 0 02/01/19 PERMIT/CONSTRUCTION VSP °= AS POSSIBLE. ya ; . r� r } 4�� A 12/24118 ISSUED FOR REVIEW PKS o: 12. ALL NEWLY INSTALLED EQUIPMENT SHALL BE PAINTED a °' RE++ DAT`c DESCRIPTION 9Y _`° TO MATCH EXISTING POLE, AND OR SURROUNDINGS. c UNLESS PROHIBITED BY MANUFACTURER. LICIENSER _ 0 0 SURLEI #aDTEr — 1. THE PROPERTY LINE SHOWN HAS BEEN CREATED 101-D" b F x "/� EE x' + (E) BUILDING �e 3 8 WITHOUT THE BENEFIT OF A SURVEY AND IS FOR PARKING LOT s REFERENCE ONLY. ALL PROPERTY LINES, EASEMENTS AND r o ° SETBACKS SHALL BE VERIFIED PRIOR TO START OF cl € CONSTRUCTION. BECHTEL DOES NOT GUARANTEE THE ': f a ; ACCURACY OF SAID PROPERTY ONES, EASEMENTS, ROADS IE) PARKING LOT + N y (N) AT&T PROJECT LOCATION 3 AND SETBACKS. THIS SITE PLAN IS NOT A SURVEY AND (E) GRASS AREA " . r SEE ENLARGED SITE PLAN IS PROVIDED FOR INFORMATION ONLY f U 1 Y 1 -- AP.N: 442-101-27 Q1 CAL c+LF+- y, � A- EXPIRATION DATE: 09/30/2020 r1 Lf , .a + =T x4 ' - PROJECT INFORMATION: € � i a i CCL ' 49 NWPTB_NODE 008A CURB &'GUTTER . t$ ; " 690[CS)NEWPORT CENTER DR., a - (E) TREE NP FRONT OF NEWPORT BEACH,CA 92660. a O I I + I (E) BUILDING .a I (E) BUILDING 2 i BECHTEL DRAWING NUMBER 0 3 f'o i ' 26134-617-CO-DODO-00682-003 _j ton O = -'iF1-T ri1LF z � = u 0 Z a j SITE PLAN A Q F- U ® -0 J a= DIG ALERT 12 ��{-E*NLK,�eR L � y1�56J`b'. SF3x Qf S02+I,A1 L4'MGI�fF u m DIAL TOLL FREE FULL SCALE 1"=30'-0" a 1-800-277-2600 SITE PLAN m 16 4 30 1-' .� i AT F T 77R TTyro DAYS RF HALF SCALE 1"=60'-0"c '17rll ;IC 5 4 3 2 I 11 31 V Siff 4. LLUEND }' APPLIC NT. E (E) ELECTRICAL UG IROUVI= - - -- --- - - ROW --T -- PROPERTY LINE 0 f � at&t ! ' Mobility CLEMENTE O ' 1r }. 1452 EDINGER AVENUE,TUSTTIN,CA 92780d FLOOR ! 7 - c v ' PED TO C/L V4387 96' 1-2 1/2" 98 ` 96' 2-1/0 1-2XLP M ' ENGINEER: E 2 _ •` ` � M4389 TO C/L V4387 314' 4-5" 72 ^ F s m r 214' 3-750XL.P-12KV 72 BECHTEL INFRASTRUCTURE — t 214'-3-1000 XLP-12 KV 79 AND POWER CORPORATION 16808 ARMSTRONG AVENUE, PO e" FOIE SUITE 225, IRVINE, CA 92606 + LDCA710M DRAWN BY: 5A5 3 CHECKED BY: SFIF E Y 101'-01 X6937 TO C/L 56936ti o ^ _ 284' 2-4' CUST kEVi&x kS: 284' 3-350XLP-12KV 85 C a I ^ 284' 3-1/OXLP-12KV 85 s- ' +€ p +' aL F REVISED TO INCLUDE I 3 O6/06/1! $ SCE FIN ASAP I � I m" L Ia �I.': I?xl" DESCRIPTION o3 ' i I K F 4F;FR o I Q o$ 048 Z € M5104388 72 Q e 4'6"X8'6"X7, i ` I � II -f I -' I -- . D52 F" X6937 TO V6938 o= I 125' 2-4' CUST u a 125' 3-350XLP-12KV 85 I , 125' 3-1/0kiA-12J(V 85 NOTE:SCE FACILITIMAP IS PRESENTED HERENEAS AV REF RENTORY ENCE ONLY AND THE B o 1 y + "`— -- RECORD VERSION IS AVAILABLE FROM SCE. ^� a PROJECT INFORMATION: kF112 z I� x5206937 ' ` � NWPTB_NODE 008A o 690[CS]NEWPORT CENTER DR., 39 i 2'6"X4'X3'6" CUST Pd9 TO X6937 ��\ FRONT OF o ; i i 15' 1-4 CUST NEWPORT BEACH,CA 92660. o - p F15 ' i ` 4 BECHTEL DRAWING NUMBER 26134-617—CO-0000-00682-003 P5206939 V5206938 c72"X94" CUST-- k 12'X30'X17' CUST SFIE:011TLE: 3/833/12 277/480 t i ` 15/12 FOUR SEASONS HDTa SCE FlM (FOR REFERENCE) 4 SHEET NUMBER: c g FULL SCALE 1 T a SCE FIM POWER LOCATION AND ROUTES #° '° 70 •" - m�~ RkY SCALE 1"=40'-O" • 6 5 4 T1 2 22 L 34 b' 1 1 1 1 � at&t g I i Mobility cs e/' 1452 EDINGER AVENUE,3rd FLOOR c iE'I ~* r t`! 12"X18" POWER HAND HOLE TUSTIN,CA92780 D STORM DRAIN T-- + AT&T TO REMOVE (E) STREET LIGHT POLE a 05837 AFTER INSTALLATION OF (N) POLE. ALL b P CONCRETE & ASPHALT WORKS TO BE DONE P �- CRY OF NEWPORT BEACH STANDARDS ■ o 2 AT&T TO INSTALL (N) STREET LIGHT Z POLE ON (N) POLE FOUNDATION PER ; MANUFACTURER SPECIFICATIONS AT 690 w I Y [CS] NEWPORT CENTER DR., FRONT OF j -- E) SwRIlBs 8� BECHTEL INFRASTRUCTURE AND POWER CORPORATION 16808 ARMSTRONG AVENUE, o; INSTALL (N) 10- DIA OMNI ANTENNA & 12- DIA I SUITE 225, IRVINE, CA 92606 s"= COMMSCOPE SHROUD ON TOP OF (N) STREET LIGHT POLE I i DRAWN BY: GAS 22 (2) (N) & (1) (F) RRUS 2203. (1) (N) RRUS 1 CHECKED QY SRR 2205 do (1) (N) SPD TO BE INSTALLED WITHIN 5 SIDEWALK ti i (E) GRASS AREA c e COMMSCOPE 12' DIA SHROUD ON TOP OF (N) Rerohs: c STREET LIGHT POLE- ^_a REVISED TO INCLUDE 3 06/06/19 SAS o � � 3 A � SCE FIN MAP 2 04/24/19 REVISED TO ADD CITY SRR r v r ASSIGNED ADDRESS A m^ -3 v 0 02/01/19 ISSUED FOR VSP PERMIT/CONSTRUCTION N v 8'-0" r —_ - ---- I A 12/24118 ISSUED FOR REVIEW $ o$ ADA—COMPLAINT — REV PATE DESCRIPTION BY o Q 1 LICENSER: `o.2 Z (E) HOTEL SIGNAGE E I o` (N) 17-X30' STREET LIGHT PULL BOX -' 0 r (TO BE INSTALLED BY AT&T) � � ir1� IN o� -P' --- - L * ft CAL 4 « .. �. EXPIRATION DATE: 09/30/2020 - (N) 1.0 CONDUIT FOR POWER WITHIN (N) POWER/FIBER , I (N) 1.0 CONDUIT FOR POWER WITHIN (N) POWER/FIBER g" TRENCH ROUTED TO (N) POLE LOCATION (*17'-0-) ; TRENCH ROUTED TO (N) POLE LOCATION (*12'-0-) PROJECT INFORMATION: (N) 17'X30' POWER PULL BOX EQUIPPED WITH FUSED -- o I f a< SPLICE BOX (WTR), INSTALLED BY AT&T MOBILITY `* � � I1 NWPTB_NODE 008A 1 1 690 ICS]NEWPORT CENTER DR., i° d7 4 C I ER =4 ; FRONT OF a;, (N) 2'0 CONDUIT WITHIN (N) FIBER TRENCH ,� NEWPORT BEACH,CA 92660. -._ I A.P.N: 050-451-08 o ROUTED TO (N) POLE LOCATION (*22'-0' � o I BECHTEL DRAWING NUMBER i A 5 A-5 .' : 2 6134-617-CO-0000-00682-003 -Z$ (N� 17'X30' FIBER PULL BOX TO + i z e B INSTALLED BY AT&T WIRELINE ` (E) GRASS AREA � �z z w ENLARGED SITE PLAN x m r a (E) TREE . 4'-6" 1 c� DIG ALERT _ u n� r m^_ ,i; g'_p" i 1 "� 51'(F€-rRU1nBElz s'k51z NO;r WI,QA t+./Ife.l c II DIAL TOLL FREE FULL SCALE 3/8"=1'-O" �' l 1-800-277-2600 D 2 { 5 rr _ 2 Q , A- LEAST NO DAYS v2F9RE xur ul9 ENLARGED SITE PLAN HALF SCALE 3/16"=1' 0" 5 1 4 S z 1 vI N Y SH NOTE: APPLICANT: 1. ALL CONDUCTORS/WIRES & CONDUIT, SHALL BE CONCEALED INSIDE (N) POLE AND SHROUDED. c 2. ALL NEWLY INSTALLED EQUIPMENT SHALL BE PAINTED TO MATCH EXISTING POLE, AND OR SURROUNDINGS. UNLESS PROHIBITED PER = MANUFACTURER REQUIREMENTS 0 3. ALL THE SIGN BOARDS ON THE (E) STREET LIGHT POLE SHALL BE RELOCATED ONTO THE (N) STREET LIGHT POLE AT SAME LEVEL K 4. GC TO DETERMINE THE SIZE OF (E) POLE FOUNDATION AND (N) POLE FOUNDATION TO BE ALIGNED ACCORDINGLY. am o 5. STRUCTURAL ANALYSIS AND DESIGN OF (N) POLE AND ITS FOUNDATION rE GkNE BY OTHERS. Mobility i � m i 1452 EDINGER AVENUE,3rd FLOOR y TUSTIN,CA 92780 c LI o' (3) (N) RRUS 2203/2205 (STACKABLE) TOP OF N AT&T ANTENNA •' ( ELEV. 34-9 A.G.L g 1) (F) RRUS 2203 do I _RAD CENTER") j&T ANTENNA TOP OF N AT&T AN o Q (1) (N) SURGE _ CTION DEVICE (SPD) ELEV. 33 9' (A.4•1) ELEV. 34-9 EwG wL'to RAD CENTER OF N AT&T ANTENNA ELEV' 33 9�(A'G'L - (N)10- DIA GALTRONICS OMNI ANTENNA - � 0) (N) RRU 2203/2205 (STACKABLE) TOP OF N LUMINAIRE — (N)10' DIA GALTRONICS OMNI ANTENNA (1) (� RRU 2203 �7TOPOF �LUMINAIRE G. (N)12- DIA COMMSCOPE SHROUD - �t —- (N)12' DIA COMMSCOPE SHROUD TOP OF LUM IRE ELEV. 30'-2 AA$ ` ( ELEV. 30-3 L BECHTEL INFRASTRUCTURE o t* TOP OF N STREET LIGHT POLE_ TOP OF N STREET LIGHT POLE I oN ELEV. 29-3 A.G.L) ELEV. 29-3 AND POWER CORPORATION (N) LUMINAIRE do MOUNTING ARM Att 16ITE A5, IRVI N, AVENUE, o=u-EI i (D1EV(� SURGE PROTEC110N (N) LUMINA E N \v SUITE 225, IRVINE, CA 92606 — BOTTOM OF (N) RF SIGNAGE (N) RF SIGNAGE 8 W i F ELEV. 28'-0 (AG.L) DRAWN BY: SAS < I I (N)STREET LIGHT POLE DESIGN CHECKED BY: SRR REQUIREMENTS: 8 + i 1. INSIDE RISER FOR FIBER, - ' I POWER do GROUNDING xtw=O's' AT&T TO REMOVE (E) STREET LIGHT POLE (/ 5637) AFTER INSTALLATION OF (N) PCLE REVISED TO INCLUDE b �*M i 3 06/06/19 SCE FIN MAP SAS - t I 1#0 OIA STREET LIGHT POLE z 04/24n9 ADD REVISED TO A CITY SRR BE INSTALLED BY AT&T) (N)STREET LIGHT POLE DESIGN ASSIGNED ADDRESS m t I I REQUIREMENTS: 0 02/01/19 ISSUED FOR LISP 1. INSIDE RISER FOR FIBER, EA 12/24/18 PESUIED OFOR RVCIEWNPOWER do GROUNDING I I Ok;E DESCRIPTION E3f o I I o- I LICENSER: o i i (N) 11.8- DIA STREET LIGHT POLE #5637 E€ { I (TO BE INSTALLED BY AT&T) , I o 2 M I 4 f0 1 I Pr o o o I a•cal o" BOTTOM OFF RIF SIGNAGE (N) RF SIGNAGE EXPIRATION DATE: 09/30/2020 B RELOCATED (E) '-0 G. rI SIGNAGE m D TOP OF E SIGNAGE I } ;f j SHRUBS ELEV, 6'-$- (A G.L (GC TO REPLACE 11iE SHRUBSTOT' OF E SIGNAGE PROJECT INFORMATION: o' TO ITS ORKMNAL KINS) ELEV. 6-5 A.G.L RAD TED (E) SIGN o Id (E) SHRUBS ° (GC TO REPLACE THE SHRUBS NWPTB_NODE 008A TOP OF E CURB 690 CS NEWPORT CENTER DR., ELEV. 0'-0 5'-0" 5'-0" - _ 5' v' 5'-4' 9-0" 3'-4" TO ITS ORIGINAL KIND) I ) FRONT OF a° (MIN) I I (E) CURB & GUTTER NEWPORT BEACH,CA 92660. I TOP OF E CURB XF ELEV. 0-0' 8 a (E) CURB 8o c ^ ° GUTTER ;' ! (E) SIDEWALK BECHTEL DRAWING NUMBER 26134-617—CO-0000-00682-003 Eon '.'�+� •'r,' ". •,". _.{ SrIFFT'ITIF m€ *�' '}•:'' (N) STREET (N) AT&T FIBER ° °t SEE NOTE 4 '` '' ''-'�' LIGHT PULL BOX PULL BOX i'*'. .4" ''`• tia °= N +'X4'X4.5' CONCRETE +.• ELEVATIONS c + N AT&T POWER (N) 4'X4'X4.5' CONCRETE r< ( ) '' PU POLE FOUNDATION TO BE v- POLE FOUNDATION TO BE PULL BOX INSTALLED BY AT& INSTALLED BY AT&T- 12 c $ FULL SCALE 3/8"=V-0" FULL SCALE 3/8"=l'-O" m` PROPOSED WEST ELEVATION " PROPOSED NORTH ELEVATION ° ' —3 m o HALF SCALE 3/,s°=,'� (Q.POLE NOT SHOWN FOR CLARITY HALF SCALE 3/16"=l'-u' 6 5 4 3 2 22 34V SU I �PPI u:br,- 0 s am e Mobility t � m`a° 1452 EDINGER AVENUE,3rd FLOOR `o TUSTIN,CA 92780 d c� >P c � a^ a� s e F.kIL;INv:_I1. G t O C m - C 2 TOP OF E LUMINIRE 4p a ELEV. 30'-2" (A.G.L} BECHTEL INFRASTRUCTURE p U M AND POWER CORPORATION 16808 ARMSTRONG AVENUE, SUITE 225, IRVINE, CA 92606 v E a DRAWN BY: SAS a rn a CHECKED BY: SRR 0 0 n^ o`c `o C REV151CllJ3- C c � REVISED TO INCLUDE `o o 3 UG'116r19 SCE FIN MAP €a5 t REVISED TO ADD CITY « oGRR L c 2 04/24/19 ASSIGNED ADDRESS m ISSUED FOR 0 02/01/19 PERMIT/CONSTRUCTION VSP «_ �c A 12/24/18 ISSUED FOR REVIEW PKS m oc REV DATE I DESCRIPTION By =o n« o c o e c LICENSER: low 'o o =off lomw (E) CITY STREET LIGHT � f � POLE #5637 16, co I q s v n coo t [aela u ON r 47 ML c p Y o EXPIRATION DATE: 09/30/2020 D c ma TOP OF E SIGNAGE PROJECT INFORMATION: ° ELEV. 6'-5" (A.G,L) o� o� I a NWPTB_NODE 008A 690[CS]NEWPORT CENTER DR., FRONT OF TOP OF E CURB NEWPORT BEACH,CA 92660. �' ELEV. 0-0 (E) CURB do GUTTER a v 9 0" �I = o (E) SIDEWALK 2 s BECHTEL DRAWING NUMBER E=o ^���� _ 26134-617-CO-0000-00682-003 sHmT TrI10: o n� m�< SITE IMAGE & ELEVATION A s= N ; ® J °J � nF c o 0 u FULL SCALE 3/8"=1'—O" EXISTING SITE IMAGE EXISTING NORTH ELEVATION a ^ o _ m; ° F21 HALF SCALE 3/16"=1'—O" A r 6 1 5. 1 4 22r31V Wi cy.- a�(1) NEW OMNI ANTENNA ATOP OF NEW 11. AFFIX REQUIRED SIGNAGE AT TWO LOCATIONS RAYCAP-RSCAC-6533-P-120-D GALTRONICS-GQ2410-06621 PSEUDO OMNI APPLICANT CONCEALMENT ON THE SUPPORT STRUCTURE SO THEY ARE CLEARLY VISIBLE: MECHANICAL CANISTER ANTENNA A. INSTALL 3-4 FEET BELOW ANTENNA (MEASURED FROM TOP OF SIGN) (2)NEW 2203, (1) NEW 2205 RADIO B. INSTALL 9-10 FEET ABOVE THE GROUND (MEASURED FROM BOTTOM OF SIGN). CONNECTION TERMINAL(POWER): COMPRESSION LUG#6- /I4 AWG(13-2MMO MECHANICALSP CIFICATIONS TERMINAL BLOCK#10-026 AWG(6- D.14MM,) WITHIN SHROUD AND (1) NEW 2203 2. SIGNS OR DECALS SHALL BE MADE OF WEATHER, CORROSION AND ULTRAVIOLET ENVIRONMENTAL INGRESS PROTECTION IP RATING: H040 4r ^ (FUTURE) ( ) DIMENSIONS (HEICHTXDIAMETER): ((4.Y x 2 y m) {.���� { ANT RESISTANT/ OPERATORS AT A MINIMUM, EACH SIGN OR DEAL SHALL INDICATE THE; STQPJX Oh TEMPG3 LRE: , ('C)-40'C TO+80'C (634 x 255 mm) T` T` QL t6'-0+ * ANTENNA OWNER/ OPERATORS NAME, EMERGENCY 24-HOUR CONTACT NUMBER, aT°R�E rYPE An' ' UL -70'C TO+80'C UNIQUE IDENTIFIER FOR THE ANTENNA SITE, AND SCE EQUIPMENT CATALOG NUMBER ENCLOSURE TYPE(OUTDOOR)POLYCAReoNATE: 0L-W- )8.5 wElr,Rr EXCL WC+JHTaIG BRArCT{CES: 17.21bs (7.8 kg) Mobility FOR POLE TOP INSTALLATIONS (WHEN INSTALLING ON SCE POLES). FraaBsugg plM[N¢G. (L w H)B.SB'x 5.06"x to.o8' u [217.128•256 MM] NO. DF CtvIMECTORS 10 X 4.3-10 DIN FEMALE +cla' 2.25 Les[1.02KG] 1452 EDINGER AVENUE,3rd FLOOR m 3. SIGN 'A' IS TO BE MADE ON 32 MIL ALUMINUM SHEETING. METAL W// BAKED CONNECTOR TYPE & 10 9 #,3-fa OMFENArLE(1) NEW LUMINAIRE PER TUSTIN,CA 92780 J, k7WFt ELECTRICAL FREQUENCY BAND [MHz]: 1695-23600\3550-3700\5150-5925 D L.- ITE151.1 ANCHM } SURGE PROTECTION DEVICE(SPD)TYPE TO UL: STRIKESORB 30-A 4 % 4,3-LO DIN FEMALE c Nj"Ee Or CRGDIT3 mcarmTED 4 (1 695-23600) MHz x, f SURGE PROTECTIVE DEVICE(SPD)TYPE PER UL 1449 4TH EDITION: TYPE 2 COMPONENT a EXISTING CURB ' Q' ASffNeI r # % 4.3-10 Dr} Ff6t+Lf b NOTICE SURGE PROTECTION DEVICE(SPD)CLASS TO IEC 61643-11: CLASS II (3550-3700) MHz Eh'G"FE k �} (1) NEW DISCONNECT WITH INTEGRATED NOMINAL OPERATING VOLTAGE(U.) 120 V 2 X 4.3-10 DIN FEMALE SURGE PROTECTION WITHIN SHROUD NOMINAL DISCHARGE CURRENT(I.]PER UL 1449 4TH EDITION: 20 KA 8/20 MS (5150-5950) MHz MAXIMUM DISCHARGE CURRENT(I-)PER IEC 61643-11 60 KA 8/20 MS c PLAN VIEW MAXIMUM CONTINUOUS OPERATING VOLTAGE[Ur](MCOV)150Y o t}, VOLTAGE PROTECTION LEVEL[Ur]PER IEC 61643-il: 700V MAX MNP `�FP. 150 mph `7 VOLTAGE PROTECTION RATING(WR): 20 KA 8/20 y e # SUPPNFs Klk TECr 91.9Gr. rlpr RAOOME MATERIAL: AU j PROTECTION MODES(DUAL MODE): LINE 70 NEUTRAL NEUTRAL TO GROUND aw AThT _ BECHTEL INFRASTRUCTURE Ma*operelu L)r*y-,f aA hhi structure. STRAESDRB I4000LES ARE{OL�.TINT 18 THE rEU0wrLr I.WK FffTECT14L CE%WE U. NEW TENT ANTENNA Ahw+iniqTn- reePdL IFS arw .miyBp exceed am where AND POWER CORPORATION g,. - MOUNTED ON TOP OF 0T y rngwrey{AFj Fieltla Inq exeaed the FCC (SPD)STANDARDS: � / 1W8y(:EAAJXNr g,�JO. I�RRat'oad 1 �,* UrcV4- UL 1449 4TH EDITION: 2011,IEC 61643-11: 2011,EN 61643-11: 2012.IEEE C62.11: 2005, IEEE C62.41: 2002.IEEE C62.45: 2002,NEMA-LS-1 CERTIFICATION UL,VDE,CE 16808 ARMSTRONG AVENUE, environment o' Follow entffety quWettnp for worwrlq in on RF IEEE SUITE 225, IRVINE, CA 92606 o a u ' Contact AT&T at 1100-838-2B22 and follow their B.SD' o, i By C TOP t-0410EALkr.NI ,r,.�Hin,. h,,- to pPoint. ng airy molnlanonce ,t, a � E � BY i'J3MNSOCrD££ r,r npn1� aN}.+ thb point h E DRAWN BY: SAS e Caution Sign /5 This Is AT&T eke US10:230804 8 T o I .�I _ I 7 CHECKED BY: SRR IR ~ MOUNTING HOLES, yyy' F1EWDD*4. g TYP. (AS REQ'D) '- BOTTOMTO C 0 4. RF RADIATION SAFETY SIGNS SHALL BE POSTED ONLY WHEN REQUIRED BY RF 1'-14 BOLT 3 16106119 REVISED SCE FIN MAP INCLUDE SAS ENGINEERING OR LOCAL JURISDICTIONAL REQUIREMENTS. RF ENGINEERING SHALL N S E 4 -IR'M LµWIRAIgE AI,-J INDICATE THE TYPE AND LOCATION OF RF RADIATION SAFETY SIGNS THAT SHALL BE 625'PAW MATCH ' PART NO.GQ2410-06621-111(GRAY) 2 04/24/19 1Jp' REVISED TO ADD CITY $RA o u ThIG POSTED WHEN REQUIRED AT A SITE. 'AT&T' SHALL BE NOTIFIED IF A SIGN IS ASSIGNED ADDRESS t c REQUIRED TO BE INSTALLED AT A SITE. L6J6" PART NO.GQ2410-06621-611(BROWN) e FRONT SIDE BOTTOM ISSUED FOR m: t PART NO.G02410-06621-811(BLACK) 0 02/01/19 V6[ a --�ir'RF SIGNAGE S. RF RADIATION NOTICE SAFETY SIGN SYMBOLS AND COLORING MUST CONFORM PERMIT/CONSTRUCTION c TO THE ANSI STANDARD Z535.3 FOR RADIO FREQUENCY ENERGY AND CURRENT FRONT PART NO.GQ2410-06621-Cl l(CHROME) A 12/24/18 ISSUED FOR REVIEW PKS o� 6 FLOW sY7ABULs. ANTENNA SPECIFICATIONS REV DATE DESCRIPTION �' RF NOTICE SIGNAGE DISCONNECT (SPD) SPECIFICATIONS 1 o c n $E - LICENSER o SCORE LINE TO SCORE LINE t:}xcarTE SIDLwAtIC ERICSSON-REMOTE RADIO UNITS 2203/2205 (1) 2-& (2) 1- RIGID NOTICE = WIDTH VARIES (NOTES 1 AND 2) a. CONDUBT FOR P13KR ANI) � � TOP 13F '.IOa'AI.K MECHANICAL SPECIFICATIONS 2 FINER TIT HIN RF energy emitted by this device may exceed the FCC's general , T DIMENSIONS (WxDxH): 7.87'x7.87"x3.94',INCLUDING c c public exposure limits.Stay at least 1 foot away from the device. L WOLYMNG BRACKET AND ZTREIE POLE o f Ca1I800.838-2822/or help i/you need access within 1/oof * UNTREATED BASE ESH2'IIC FRONT COa'ERIMATERIAL (TYP.) 4VOLUME AND WEIGHT: 4 LITRES AND < 4.5 kg^ CaMPAYIEO W 9OS (EIA2 Ibs) i r4a��e AVAILABLE FROM EXCEL SIGN AND DECAL: o Z 4CLhYTING: WALL ANO POLE IADUr*T L blip://www.weneedsigns.com/home.php?cal+1135 AND CLICK ON 1 M + y* (4) 3/a'-10 ourlc x s' MOUNT AY&r " _ 1�NEo6 curs THROUGH THE INTERFACE SPECIFICATIONS: ew 41 U4 CFI slD.Bg1-4446 (E) CONCRETE SHALL BE Arif i%A, p I I 9DLTi WITH GOUPUNG N.rrS d 9J ON 9.45"BOLT CIRCLE FOR TOP N01-DC-16 1'X6" NOTICE DECAL ORTTj 2 x 4.3-10(F) EXPIRATION DATE: 09 30/2020 R "For 1 Foot Distance"VINYL DECAL WITH ADHESIVE BACKING MADE. CONTRACTOR SHALL / MOUNT ATTACHMENT WITH (4) 3/4' Ce'RI' 2 x 2.5/5/10 CDps REMOVE/REPAIR THE (E) =i 1ASHE SS HHMS E () J/4'CUT I SQUARE CUT SECTIONS. (EXCHANGEABLE SFP WASHERS (BY OTHERS) ALONG THE PROPOSED MODULES) ISO m o ;111' RF SIGNAGE z_ TRENCH PER CITY STANDARDOdaTICSL INDICATORS: b PROJECT INFORMATION: I -''lice lhrao NOTICE slkkb'et8Tep4VMaeLh+ g ExTERN+L ALARM: 2 front o eratio"of each antenna. 2. TOP OF PULL BOX TO BEc (1) 1-CONDUIT FOR FLUSH WITH TIE CONCIIXTE FELL? GROUTD. I ITAT&e P4YIf21 � �� EQ. 4p1iLWAW. EQUIPMENT 1. GENERAL CONTRACTOR TO REVIEW AND ADHERE TO THE1't•APPENDIX OF THE COMPLIANCE DOCUMENTATION FOR EACH SITE NWPTBNODE 008A ELECTRICAL SPECIFICATIONS: ,a� 690[CS1 NEWPORT CENTER DR., OMNI ANTENNA DISCLAIMER LABEL CONCRETE TRENCH DETAILo a { PoAfr SUPR.- -4s V OC CR 100 -951) v AC FRONT OF a ' D 27O' NOTES: , f ,, , Dt„�,t,T. y7yI,A,.,swrtNEWPORT BEACH,CA 92660. I FOR POIL CONCRETE SI4EWALK UNTREATED BASEOFTAk5 AND NEW OMNI ANTENNA MOUNTED ON (NOTES 1 AND 2) MIN. 3" MAX HEAT DISSIPATION: 90 WATTSFOUNDATION SEETOP OF CONCEALMENT SHROUD. MATERIAL ( ')AMERON DRAWINGS. IIOp OP sIF}wA,K wNIrk1M AC FUSE RkT4+IG: 6 AA(P 2 71 (1) 2- CONDUIT FOR ' i TOP BECHTEL DRAWING NUMBER c i ti AT&T F7BER CABLES (1)NEW RADIO 2205 •-. + Jrt E i z W WITHIN COMMSCOPE 2 NEW RADIO 2203 WITHIN 26134-617-CO-0000-00682-003 (1) 1- POWER CCNCFJLL YENF ( ) ;� CONO� RA COMMSCOPE CONCEALMENT = o LUMIAIRF f , s ik y #43' 7.87, y 3.44+ o e � P57LE 1!0P DCr1� 2 2 r I l a, €r NEW FOUNDATION PER S MANUFACTURER SPECIFICATIONS } tie ` (TO BE INSTALLED BY AT&T) POLE TOP CONCEALMENT ' }.' r EQUIPMENT DETAILS A o; I (1)NEW RADIO. 2203 /SSC-760236966-4 `✓ WITHIN COMUKVPIE - NO CUTS THROUGH THE (E) ® S 1 EONCEALMENT - (1) NEW DISCONNECT WITH -- -- CONCRETE SHALL BE MADE. "'•"` INTEGRATED SURGE CONTRACTOR SHALL REMOVE/REPAIR r o a. NOTES. (FUTURE) INTEGRATED WITHIN SHROUD THE (E) SQUARE CUT SECTIONS. SHEET NUMBER: c 1. POLE BY AMERON OR APPROVED EQUAL. 2'0 PVC CONDUIT ALONG THE PROPOSED TRENCH PER FRONT BACK SIDE v„0 2. NEW WIRING AND CONDUIT PER UTILITY 1 s REQUIREMENTS BQFTOY TRENCH ESQ ' cai m+tl (N) CONCRETE POLE TO 45' BEND MAX WITH J'-6x 1. TOP OF PULL BOX TO BE K5_t 5TAL1_E;_ Br AT&T- RADIUS PVC SWEED FLUSH WITH THE CONCRETE WALKWAY. U POLE DETAIL 1 CONCEALMENT DETAILS 8 CONDUIT STUB-UP/TRENCH DETAIL RRU SPECIFICATIONS -5 P¢_ MRI. 6-POR1 M4/+uOH Arr�IChrv- WNP AflruNINA ANTEM4i OPTIONS: AWS/PCS/ 5GHz . SINGLE lNTENNA WITH MIN. 4 PORTS ti�CS MID BAND (2 CHz) + 2 PORTS 0 HIGH-BAND (2 GR). am xy uy N N � n FUTURE (F)/ALTERNATE PRODUCTS g$ + ? + v + j TO SUPPORTS LOW-BAND AND/OR y 15 CH.. Mobility POSSIBILITY TO USE INTEGRATED RRU n° pxtT4 1452 EDINGER AVENUE,3rd FLOOR v c� TUSTIN,CA 9278 1} WIDOW ATTACHED o ATTACHMENT rrEM MANUFACTURER NO. OF ATTACHMENTS SIZE (L-MnO' WEIGHT (LBS) MOVE TOP OF POLE WEIGHT ATTACHED 70 2 SPECIFICATIONS _ �` SOB OF POLE (lB5) e Ti a +:r,'1fNhA L.'Iu[h__11 � GALTRONICS � 24.9" x 10.0" I= 19 "i/A — I 0 RRU-2203/2205 ERICSSON 4 7.9" x 7.9" x 4.0" 1 Ad MIA I ml rx2 I I rxl N I /"L SUPPORF °m I 220J I [ (N) I ` xEr 0 o 2205 MOUNTING BRACKET COMMSCOPE (INCLUDED BELOW) NIA RRU-1 I RRU-3 Y NOT USED I I I I FW OPT*NS:ANTENNA SHROUD SSC-760236966 1 41.3" x 12.0" 58 50 N/A I I RRU-1/RRU-2: BECHTEL INFRASTRUCTURE 2XRADIOS 2203-4T4R PCS/BE/825 OR AND POWER CORPORATION `o RRU SHROUD COMMSCOPE (INCLUDED ABOVE) N/A I , iI366IXf XRA1r;05 16808 ARMSTRONG AVENUE, 0 o I I I I (3�6/�R SUITE 225, IRVINE, CA 92606 Z DIPLEXER N/A rat r 2 2203-4T4R PCS/BE/B25 OR v o I 2 IN) I I I AWS/866A 858"o 1 OTHER: SURGE FULTCAP y x 506" x 1008" 225 2 (LAA/UNUCENSEO-FUTURE) PROTECTION DEVICE . . . . .25 N/A I 03 RW-2 I I I - USE OF DOUBLE BRACKETS DRAWN BY: SAS <° i AC PDmw SRR .82 TUTU 123.25 Jf CPR[ CHAIN FOR ALL RRU CHECKED BY: o FIBjR fIBER , REVISIONS: r. ° 'o 0 13Dd5TRUC110RNTHAUL BEOUIREMENT: REVISED TO INCLUDE FIBER' AC I c E DIEMARC CUT-OFF DESIGN/SITE ACO. USING REQUIRED.DOUBLE 3 O6/O6/19 SCE FIN MAP 1zAS REVISED TO ADD CITY o a MOUMTxaG 9Fi,+C+',ET 4PT[Orv. 2 04/24/19 ASSIGNED ADDRESS SRR m' I 0 02/01/19 ISSUED FOR V5P c O�AI{ FlomAC SOURCE PERMIT/CONSTRUCTION TO/FROM HUB A 12/24/18 ISSUED FOR REVIEW PxS c EQUIPMENT DETAILS ON N POLE PLUMBING DIAGRAM PICO LREVI CATS I DESCRIPTION a o0 _ LICENSER: b 36.75- o LRh1C1Rt'z]'e'S. 29�3' w POLYMER CONCRETE °�v 17"x 30"PULL BOX ASSEMBLY �'• ' a I Q c.riap BY:ARMORCAST PRODUCTS , s COMPANY o i+ c MECHANICAL SPECIFICATIONS rt- o w EXPIRATION DATE: 09/30/2020 g DIMENSIONS (WxLxD): 17'x30"x16" C!' m t APPWM. WOCHT! 166 Iba. (BOX & COVER) o o w! LOAD RATlIG: m R) PROJECT INFORMATION: 20K (BOX) o ANSI TIER: 8 ({�R) o m n 15/22 @11M) o NWPTB_NODE 008A FLOATING a NOT USED NUT (2X) 690[CS]NEWPORT CENTER DR., NOT USED " FRONT OF n urrT NEWPORT BEACH,CA 92660. g= I x M1RKwG c ARLdORCAS7 c LOW ° ; � BECHTEL DRAWING NUMBER 'c z A I � - KSKS cov 26134-617-CO-0000-00682-003 mmACE o c HIOLT DOWN SHEET TITLE: m E b 19 25' 7.73' EQUIPMENT DETAILS N ; ' o ° Ca L U m 2 TYPE -6 S ,,F PULL BOX SPECIFICATIONS li 3 i 22 x 34 V 4N CtBIh1E'F TO INCLUDE: CUSTOMER CONDUIT TO LOAD EQUIPMENT C INSIDE PANEL FOR MOUNTING OF; ITY OWNED 17x30" *PT. 1. ISOLATION SWITCH 1,U. HAND HOLE Fs, NEW RADIO €3) 2203 AND 2. FUSEHOLDER--BUSS #EIM6032B OR EQUIVALENT TO NEW ANTENNA (1) 2205 (TOTAL-4)-ACCEPT 13/32-INCH X 1-1/2-INCH FUSE c !- SINGLE-POLE TERMINAL BLOCK FIR N&YUPAL - "-- CONDUCTOR TERMINATION MECHANICAL CONNECTION, TYP. �/�y 4. ISOLATION SWITCH, FUSE HOLDER, AND NEUTRAL {.ti�&t g� TERMINAL SHALL BE LABELED BY CUSTOMER r Crr - Try NEW �j18 AWG 1NHNfTHWl+1 CL'6 CABINET REQUIREMENTS: I i STRANDED COPPER WIRE IL Mobility c 1. NEMA 3R-HINGE COVER, PADLOCKABLE 3 r m a° 2. FUSE SPLICE BOX (FSB) SIZE 12" W X 12" H X 6" D '- ____ I I o-} SINGLE LUG COMPRESSION LONG (S/0 CORD) 1452 EDINGER AVENUE,3rd FLOOR I v 3. FSB TO BE MOUNTED ON POLE BY WAY OF MOUNTING BARREL CONNECTOR (TYP.) TUSTIN,CA 92780 o` PLATES SUPPLIED BY CUSTOMER ---- AtmA S x << + NEW RAYCAP IFSCONNECT 1411H FUSE REQUIREMENTS: 1. CUSTOMER INSTALLS FUSES AND REPLACEMENT,TF - ,-• INTEGRATED SURGE PROTECTION MOUNTED NEEDED, ONCE FSB UNLOCKED BY CITY j,�10% err- --rrJ M GROUND BLOCK MOUNTED UP ® ANTENNA _ u'2 2, FUSE RATING TO BE APPROVED BY CITY �.. ! _ 8 3. ONE SPARE SET OF FUSES, SUPPLIED BY CUSTOMER,0 == 7 NEW RADIO (3) 2203 fNwIHtFN PRE TO BE PLACED INSIUE QK c AND (1) 2205 (TOTAL-4) o #. FUSE RATING TO BE LABELED BY CUSTOMER INSIDE OF o F5$ DOOR PFDOM TO EWRCdZIFW, SVWKE CU!TOMER CONDUIT NEW 6 AWG THHN/TOWN STRANDED (RUN IN POLE S/0 CORD) >� NOTF(5 OI,I$} � : -F99 N 7 rpR 10 MONEY CITY +'pR APPPoQYA� OF FUSE IACrL LIINTEI7 M uF�TRIJTx� � WITHIN 1730 HAND HOLE I c SPLICE BOX MOUNTING LOCATION PRIOR TO NEW #6 THHN/THWN GREEN .� I `o INSTALL TON- PLAN VIEW I: STRANDED GROUND FROM �— � 2. CITY PERSONNEL TO NOTIFY IMS CROUP IF FUSES ARE�C o' pE51IED IS' 19 EQUIPMENT TO MAIN GROUND BECHTEL INFRASTRUCTURE 3. ARMORED GROUND WIRE OR MINIMUM A 1/2-INCH '� (TYP.) AND POWER CORPORATION `N i, GROUND WIRE FROM POLE TO ELECTRODE SHALL BE NEW #6 THHN/THWN GREEN ENCLOSED IN GALVANIZED RIGID CONDUIT OR * STRANDED GROUND TO MAIN 16808 ARMSTRONG AVENUE, o c EQUIVALENT MECHANICAL PROTECTION. GROUND CONDUCTOR NEW 2" PVC CONDUIT SCH-80 SUITE 225, IRVINE, CA 92606 5. SUBJECT TO LOCAL CODES/ORDINANCES WHERE r----- #6 AWG CU 6. OR JOIN APPLICABLE. --OWNED POLES, CUSTOMER TO PROVIDE � -------- N NEW DISCONNECT WITH o E POLE STEPS FOR IDENTIFIED CLIMBING SPACE UP TO I IR J INTEGRATED SURGE 0 o CELLULAR ARM LEVEL. CITY TO PROVIDE POLE STEPS AS �T - n PROTECTION NEW 17"x3C" PULL BOX DRAWN BY: 6A8 i REQUIREU UMNO ORL1.014 ARM LIFVEL t.O`M t LEVEL Ir+ANI — STEP SHALL NOT BE LESS THAN 7 FEET 6 INCHES. FOR POWER/WTR (AT&T OWNED) pf CHECKED BY: f5RR = SPACING SHALL NOT EXCEED 36 INCHES. MECHANICAL CONNECTION TYP. 7. CLIMBING SPACE ON POLE SHALL MEET G.O. {k5 (TYP.) REQUIREMENTS. F IL REU1920H8: C o C B. CUSTOMER EQUIPMENT FOR WTR TARIFF IS NOT TO BE 14NEW 10A FUSE, PER CITY STANDARDS a INSWALyEU OI! VX SM1 ;H POLE. i i EXOTHERMIC WELD CONNECTION 9. THIS STANDARD APPLICABLE TO WTR TARIFF ONLY. TO NEW GROUND ROD — _ EXISTING OR NEW STREET LIGHTING PULLO1L _j 3 ggi ,yg REVISED TO INCLUDE SA$ o c 10.CITY CREW TO LOCK FSB WITH µ203 LOCK AFTEk 4 CU GRMN13 WIRE 14 �� ( ) SCE FIN MAP « I 1 J1 CITY OWNED SERVICE IS ENERGIZED THRU RF/POWER SWITCH TO ! I ¢f' II TERMd L BCOOIr NEW $/8"0 x 8'-0" _ 2 04/24/19 REVISED TO ADD CITY S�fil m c OPEN CUSTOMER CITY EMERGENCY, RF/POWER } I I � ASSIGNED ADDRESS t a SHUT-OFF SWITCH WITH DUAL LOCKING DEVICE TIJ T i l WITHIN FUSE SPLICE BOX COPPER-CLAD STEEL- EXISTING 120V POWER SERVICE TO EXISTING 9» ,SOW M fig. � + I I GROUND ROD — PULL BOX SCE OWNED & OPERATED � 0 02/01/19 ISSUED FOR V5p m 2 ���� I i"x 8' COPPER CLAD = ( ) PERMIT/CONSTRUCTION 11.OPTIONAL LOCATION OF CUSTOMER'S EMERGENCY GFMNU ROB PLACE IN FIBER 110% RF ER DISCONNECT SWITCH, WITH DOUBLE LOCKING r'� I I - A 12/24/18 ISSUED FOR REVIEW P1i5 LL -- CUSTOMER 3" CONDUIT TO GROUNDING SCHEMATIC (PICOT ONE-LINE DIAGRAM {PICO} o c 12.CELL CARRIERS SHALL INSTALL A SIGN OR DECAL WIDE II HEV DATE DESCRIPTION BY n OF WEATHER, CORROSION AND ULTRAVIOLET (UV) U SIDE VIEW LO'' F01+IPL�Nt n RESISTANT MATERIALS (E.G.,MACHINE-ENGRAVED, � LICENSER: LAMINATED-PHENOUC OR REFLECTIVE SCOTCHLITE NorE: `c MATERIALS) PLACED OUTSIDE THE FUSE BOX DOOR. AT ALL GROUND CONDUCTORS TO BE 6 THHN THWN GREEN a A MINIMUM, THE SIGN AT DECAL SHALL INDICATE THE STRANDED COPPER UNLESS OTHERWISE NOTED OR REQUIRED Ely Yp ANTENNA OWNER/OPERATOR NAME, EMERGENCY , 24-HOUR CONTACT NUMBER, AND UNIQUE IDENTIFIER EQUIPMENT MANUFACTURER. f OR MOC NUMBER FQR 'HE A)JTENNA 5Tq SIGNAGE 1, GROUND BONDS: ALL BONDS ARE TO BE MADE WITH 6 AWG o f SHALL BE PLACED AT 8'-0" MINIMUM TO I V—O" 5( 2 BOLT PARALLEL k'A7aMLpi qry THE QUTSIUE 4F I'SJSE $Ux 004fa STRANDED COPPER IN GREEN INSULATION. (ATT-TP-76416 7, POD cL+m tPuLt o w LABELING SHALL BE PLACED INSIDE THE FUSE BOX 6 7) eo4 IDENTIFYING; RF/POWER DISCONNECT, AND FUSE BLOCK /1NkER5*, E WITH AMPACITY OF FUSE IN USE. 2, EXTERIOR UNIT BONDS: ALL METALLIC OBJECTS SHALL BE 13.INSTALL #8, 3 1/C TW CU FOR OVERHEAD. REFER 170 DUG AP 100. ENERGIZE THRU CLOSED RF/FOWER BONDED TO THE GROUND ROD. (ATT-TP-76416 7, 12.6) xLo ° SWCH TO OPEN CUSTOMER-FUSI SWR £ 14. ANTENNA WITH EMERGENCY RF/POWER DISCONNECT 7, GRQUND RQD: UL LISTED COPPER CLAD STEEL GROUND ROD 1 800 PARALLEL EXPIRATION DATE: 09/30/2020 8 SWITCH MAY BE PLACED ON NON SCE POLE WHERE WITH MINIMUM DIAMETER OF 5/8" AND MINIMUM LENGTH OF 8 CLAK2 m r THERE IS VEHICULAR ACCESS TO THE POLE, THE POLE _ IS MAXIMUM OF FEET. ALL GROUND RODS MAY BE INSTALLED WITH INSPECTION E FEET RADIALLY, AND THE SLEEVES. GROUND RODS SHALL BE DRIVEN TO A MINIMUM POLL E/ANTENNA IS CLEARLY VISIBLE WITH NO ry � ' PROJECT INFORMATION: O93TRUCTIDH9 FROM THE NtRELE56 TECHNOLOGY RATE DEPTH OF 30" BELOW GRADE OR 6 INCHES BELOW FROST LINE. �. (WTR) BOX LOCATION (ATT—TP-76416 1.4 / 2.2, 3, 10).22 A 4. CONTRACTOR TO SURROUND COMPLETED CONNECTIONS VfiTlH N uMv v-R3AI;. PIPE CLA6h; _NODE 008A 6 WEATHERPROOFING TAPE OR EQUAL TO. P4 E c I I 690[CS]NEW CEN ER DR., SCE FUSE SPLICE BOX (FSB) GROUNDING_ NOTES MECHANICAL CONNECTIONS F2 FRONT OF NEWPORT BEACH,CA 92660. ma v« CUSrObGI N NOT USED PROVIDED /8 POWER TERMINATION POINT STRIKESORB 120V y —v 5>eTtCH rD PROTECTION -. c FUSE HOLER CITt' POWERS LINE FEED - 0 o s � r — BECHTEL DRAWING NUMBER i FUSE BLOCK SCONNECT SWITCH L' Cr F v8 IYPE H � F26134 617—CO-0000-00682-003 `u w a° I I I I I I i o- Tl• 1 F MreEET F:'_L: I CONNECTION m E Y I I I I 1 I FOR POWER IN � JUMPER GROUND ELECTRICAL AND< I I I CONNECTIONS GROUNDING DETAILS N;,• I I II I 10 AMP CIRCUIS ®o� TO CUSTOMER I I y I' BREAKERS \--DEAD —FRONT FOR � c a� sw1TCH —�.I (TYP. 4) LIVE COMPONENTS IrPE J If F Hi IPF y5 TYPE NA L F L SHEET MURIRpA' c n RF/POWEER o c i `1NTCH CHASSIS GROUND m REUIRAL BLOCK CONNECTION m;< WIRINGDIAGRAM-INSIDEFUSESPLICEBOX DISCONNECT/SURGE rqI-E ,I rME TPL11--Vk �P£ ;rrv_ �.z — m«' FSEI WIRING DIAGRAM 9 7 PROTECTION IV PICO G EXOTHERMIC CONNECTIONS m; oF3 6 5 4 3 Z 1 Y1L11 b' Sel REV. DATE DESCRIPTION DRN. APPR. SPUNCAST PRESTRESSED "IM.*-IQUNC x 5'TOP MOUNT BOLTS tz'" . 66'SHHIGROUD SUUMkXIBt*f tIM CONCRETE POLE WITH COUINM *NUTS O 90, ON 240mm AMIEHHA SHROUD ASS (9.45') BOLT COW FOR TOP MOUNT (�OTHERS) ATTACHMENT WITH (4) 3/4.1-UNC SS HHMS 'F•LEVEL CONFIG CODES "P'LEVEL CONFIG CODES k (4) 3/4'CUT MASIl71S OPTION CLASS ENTRY INFO. OPTION CLASS ENTRY INFO. WITH COATING I mix 81 (U) MRNC CWIPLIHC NUNS WrnM S'BOLTS s HH COVER 66546E I'I.41SY 5 (1) 2-RIGID 32 FT. 9P APART ON A 9.45'DID DOOR SCR IMP 130,1; PLAT£ 7.B.D" -- - - — LUYINAME &ATTACHMENT PVC CONDIAT CAST BOLT CIRCLE (BY OTHERS) INTO POLE WALL (MOOR) (MOD T.B.D.) COLLOILR NONE 5. I`WOGSar15D} [i) �' R1;PTICAL LUww:n ,ww= a 11trf POLE TOP CON N1?pB '`16 1-.Ilc+w o z7D FDA CTmm t>_l} POLE TOP LIE CAST-INMOD MODSX300 SIDE MT, {TYIx. - B{FIH YIIrSrOr+3) 4� (2) 1/2'-13UNC ■ (16) 12" LG. SS CABLE TIES CAST-IN MOD T.B.D. r wrr' -1' 1-1/2'LC 1B'O.C. FULL LENGTHv mi S.S. COUPLINGS CAST-IN MOO (1) SUPPORT UP 30' ( 300) I' 120Y POWER STRUCT MOD I MWWS FB S'x 3/6'x 11' 6- (NOM (AS REO'D) ALLOY 6061 ON RB 300mm NO TAPERED BASE PLATE ROUND POLE LENGTH -1/z- t 1/16' POLE POLE OVERALL ULTIMATE POLE HEIGHT BOLT BASE z9'-e' DESIG- ABOVE POLE CIRCLE O.D. G.L. MOMENT WEIGHT {` NATION GRADE LENGTH (fL-Ibs.) (Ibs.) POLEr — 9' t 1/16' �R HEMW ASM I BP30OX09 29'-3" 29-6, " 17" 11-13/16 76.500_ 2,900 �E - i i j POLES REQUIRED WN,T U.)INCLUDING CONDUIT WIT11 A 8'WALL BRACKy * AA ;;' d I ALUMINUM ILLIPT12-4 ARM IPPI:LAEBGA13 TAMERPROOF WRENCH(PIN:451 ZEE} 29'-11' - 1-1%2SSSTL HNAJDY GM EX i;, NOTES: *. * 1 * BRACKET ARM TO MALTS W/ fa ` 1• MIX(8151):SCE BLACK a WHITE,LIGHTLY EXPOSED AGGREGATE FINISH WITH AMERSHIELD r * ; ANTI-GRAFFITI COATING. VOLL4qwr { '' POLE CQNF(Ef;TION 2. ASTM C-150 TYPE III GRAY CEMENT. HEIGHT + *j 3. Pc®28 DAYS=7,000 PSI,USING SPUN CYLINDER TEST. 4, Pc®28 DAYS a 5,200 PSI,USING ASTM C-31 CYLINDER TEST. F LIA,61iYRE 5. POLES MANUFACTURED PER ASTM C-1089-13 SPECIFICATIONS. ELEC. WRING S.ett B' 7. DUE TO THEE COAT EXPOSED P.C.WIRES AT POLE ENDS. ATURE 6 CHARACTERISTICS OF CON RETE,SIDE MOUNT SPACING DIMENSIONS .i ALIEADH I.D. TAD O G ; '";t CAN ONLY BE TAKEN TO THE NEAREST 113 INCH. S. INTERNAL SEPARATE ELECTRICAL CONDUIT FULL POLE LENGTH TO BE FURNISHED AND 3' x 7'HIWDHOLE WITHO Tmtmom;> ADAPTER, INSTALLED BY MANUFACTURER. INTERNAL ELECTRICAL WIRES FOR ANTENNA AND RADIOS CAST ALUMMUM FRAME h RRU, ELECT. WIRES. COAX, ON FLUSH COVER O 0' (1)CONDUIT SHOWNTO BE SEPARATED FROM LUMINAIRE WIRES. " COVER To BEHI ATTACHED FOR CLARITY, (U OTHERS 9. THE POLE DEPICTED IN THIS DRAWING IS DESIGNED TO WITHSTAND THE LOADS IMPARTED BY PRIOR TO SHIPMENT WI11N (2)TYPICAL pOlg TOP CUT-AWAY DETAIL. TAMPERPROOF (TMP) ODOR A WALL BRACKET ALUMINUM ARM(NOT TO EXCEED 6'OFFSET,3.2 SO.FT EPA,30 LBS)WRIT SCREWS THE ARM HOLDING A DOWNWARD FACING AREA OR PENDANT LUMINAIRE(NOT TO EXCEED 2.5 [[I Z} Ornm PRESTRESSING $0.FT.EPA,50 LBS.),A A CYLINDRICAL 12"x 66"LG.ANTENNA SHROUD CENTERED NO HIGHER STEEL WIRE.ASTM A-421 THAN 2.5 FT ABOVE POLE TOP(NOT TO EXCEED 6.10 SO.FT EPA,230 LBS.)AS DESIGNED PER O ovsxm FOR L19A DMY : THE 2015 CALIFORNIA BUILDING CODE 3 ASCE 7-10 USING A 110 MPH WIND ZONE(3-SECOND -- GRADE LINE (12)ADDITION NON-TENSION WIRES GUSTS}TWIST i SWAY HAVE NOT BEEN CONSIDERED.SEISMIC VALUES S.=1.965&S1 a 0.727. (4) 1-1/2- DK x 48-ANCHOR BOLTS i(1) 25 FT 2'NPS PVC RIGID PLEASE CONTACT 3 ADVISE MANUFACTURER IF INTENDED LOADING EXCEEDS THESE VALUES. ! EACH Wr1H z) HEX NUTS k (2) 2-1/7' (Hrm.) WALL F � - QDUIT L5 WASHERS F1554 GRADE SS yX GALVANIZED BOLTS ON A 17'DMA e` (I)CONDUIT SUPPORT Y•'L �[C s ASSEMBLY FORMED BY(2) !; BOLT CIRCLE (P/N: T.BDJ 2-1/Y NPS X 6'LG PVC f� A•, f*;C.,,{ CONDUIT PIECES. EACH• I f,, f Z•RIGID CONDOR I I Gk SPIRAL STETL ATTACHED TO(2)PC WIRES WIRE A' 3' PITCH WITH(2)12%G. SS CABLE A ASTM A-1064 TIES (CTU SW12-HD). HO A - T * 2'CONDUIT ATTACHED TO � CONDOR SUPPORT T�� SUPPORT ASSFSIBLY AND PC -?'-r "FOUNA`nD" oESMG" �on1EAs)" HAND LE AWERON I.D. TAGASSEMBLY WIRES BY ENCIRCLING THE APPROVED BY DATE SEE PROJECT SPECS FOR REQUIRED 'i. CONDUIT SUPPORT, (4)PC BASE SIZE ALoltc WITH CONDOR SIZIHD HHSECTK)N8 AND ORIENTATIONS REQUIRED MIRES AND THE CONDUIT WITH BECHTELIAT�T POLE ORIENTATION .' (2)20' LG. SS CABLE TIES. OF IF{CIVIL - (4) 1-3/4- DIA HOLES r N SSP20-HD> 2'NPS PVC CONDOR COUPLING SOUTHERN CALIFORNIA its ' 2' AAPPA rLYON�7o 17- DDK ) '% pA AH WITH& S BP30OX09 POLE WITH SINGLE&ARM 16'S0. x 1-3/1 BOLT CIRCLE' tr i 1/4-20 SCREWS WITH WIRE WAYS FOR POLE MOUNTED RADIOS CAIV. STEEL P1Arr. ASTY + 38 ' 24'LC., 2' NPS FLEXIBLE --- PVC PIPE, JOINED TO RIGID THIS DOCU11ENi CONTAINS INFORMATION WHICH 13 PROPRIETARY TO NATIONAL OtlMEll VAR00.IT SHALL NOT BE FOR REFERENCE ONLY SHRMET PRIOR TO POLE REPRODUCED.USED OR DISCLOSED TO ANYONE WITHOUT THE PRIOR WRITTEN Pp�OSSION OF NATIONAL OILWELL VARCO. _ SHiPME}ET - 6-3/6' t 1/2, SDN: 26134-617-CO-0000-00682-003 c � DRA N� A.F. OATS. `� 0 015 - LD. RACEWAY RASI-PLMDMLS. SECTION A-A -�t���'mn SCALE: SHEET: UD-1 DWG. No. IIv N.T 1803 T.�. APAIrART: GENERAL NOTES. 1. DRAWINGS PROVIDED HERE ARE NOT TO SCALE AND ARE INTENDED TO SHOW OUTLINE ONLY. 2. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL HAVE 4,000 PSI STRENGTH AT 28 DAYS UNLESS F NOTED OTHERWISE ON DRAWINGS. ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH AC1 318 CODE f6 ���� REQUIREMENTS. 3. ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. - 4 ALL STRUCTURE AND MISCELLANEOUS STEEL PROFILE & MATERIAL SHALL CONFORM TO THE ASTM A53, GRB. Mobility c 5. HIGH STRENGTH BOLTS SHALL BE USED FOR ALL PRIMARY STRUCTURAL CONNECTIONS, LINO, ALL HIGH m`a STRENGTH BOLT ASSEMBLY COMPONENTS SHALL BE IN ACCORDANCE WITH DIMENSIONAL REQUIREMENTS OF 1452 EDINGER AVENUE,3rd FLOOR a ANSI/ASME 818.26. HIGH STRENGTH BOLT ASSEMBLES SHALL BE FURNISHED AS FOLLOWS: TUSTIN,CA92780 0 °c 5.1 BOLT, TYPE i, IN ACCORDANCE WITH ASTM F1554. 5.2 WASHER, TYPE I, IN ACCORDANCE WITH ASTM F436. 5.3 STRUCTURAL NUTS: ASTM A563 a 15. WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1/D1.1M "STRUCTURAL WELDING". WELD FILLER MATERIAL T E SHALL HAVE MINIMUM YIELD STRENGTH OF 58 KSI AND MINIMUM TENSILE STRENGTH OF 70 KSI AND SHALL 6E r ENGINEER: €= COMPATIBLE WITH THE BASE METAL. =: 7, WELDING SHALL BE 1/4" CONTINUOUS FILLET YIELD UNLESS NOTED OTHERWISE. >2 oY m o$ aE BECHTEL INFRASTRUCTURE c� (a) 1-1/2"0 x 48" ANCHOR BOLTS EACH AND POWER CORPORATION WITH (2) HEX NUTS AND (2) WASHERS: ASTM 16808 ARMSTRONG AVENUE, oz A325 GRADE 55 GALVANIZED BOLTS ON A 17"0 SUITE 225, IRVINE, CA 92606 - BOLT CIRCLE (BY MANUFACTURER AND LOCATE o E LIGHTPOLE AND BASE PER MANUFACTURER'S SPECIFICATIONS) DRAWN BY: SA0 �a PLATE (BY MANUFACTURER) 1/4" WASHERS 0 0 y0" CHECKED RY' :zFiFi a- g 1 1'� f CONCRETE CAP OVER 0 1-3/4" THK. GALV. STEEL FOOTING REVISION& g C 2-0. 2 _O PLATE, ASTM A-36 I �� (3)-#4 TIES IN TOP S" wa I 3 06/06/19 REVISED TOI UDE s55 t E SCE FIN MAP E I c REVISED TO ADD CITY L v __ 2 04/24/19 ASSIGNED ADDRESS S�kR CONCRETE FOUNDATION m f Vc = 4,500 PSI 'D 0 02/01/19 ISSUED FOR r - PERMIT/CONSTRUCTION to 1 ' r E 12Y24118 ISSUED FOR REVIEW f KS m. o O.D. OF I PATE DESCRIPTION B" o c LIGHTPOLE (BY o OTHERS) 7- 6-3/8"Sh I.D. I I LICENSER: RACEWAY RIGID CONDUITS, o€ - 1-3/4" THK. GALV. STEEL - - (1)-2"0 AND e3" PLATE, ASTM A-36 d — — — — T — — — (2)-1"0 _f — -- — (CLR.) _ v a �I (1) 2"0 ANq (2) 1"0 CONDUITS — — — — — — — u« N RIGID CONDUff (4) 1-1/2'0 ANCHOR #4 TIES AS SHOWN o BOLTS (BY MANUFACTURER) c BOLT CIRCLE 0 i7' #7 VERTICAL RE-BARS r TYP., TOTAL (8) - m°°= PLAN VIEW #7 VERTICAL RE-BARS o 4'--0" TYP., TOTAL (8) PROJECT INFORMATION: a b SQUARE NWPTB_NODE 008A SECTION VIEW 690[CS]NEWPORT CENTER DR., FRONT OF NEWPORT BEACH,CA 92660. �v �c 0 i BECHTEL DRAWING NUMBER 0 3 EZ a 26134-617-CO-0000-00682-003 0 m c 2 1 0 U" 0 2 POLE FOUNDATION DETAILS �xQ FOR REFERENCE ONLY (BY OTHERS) ' FOUNDATION DETAIL PROVIDED BY:—DCI PACIFIC AMC WORKS SHEET NUMBER: Sao , C -V U m-V 2 NEW POLE FOUNDATION DETAILS --2 .f,2 UD 6 5 f 2 11 71 r 31 1)' Wi rr� FOR REFERENCE ONLY SIGN SPACING - 100' 35 MPH SDN: 26134-617-CO-0000-00682-003 SIGN SPACING - 250'TAPER — 245' SHEET: TCP-1 aw BUFFER — 150' MAX ALLOWED) Mobility CONE SPACING — 35' (TAPER/BUFFER) 17' (CONFLICT ZONE) 1452 EDINGER AVENUE,3RD FLOOR TUSTIN,CA 92780 EuawEER i % DCI PACIFIC 0 04 AIEIC WORKS I J n 250' Z ewmenwr�wos.wc�mxwcyw Q L d/arw1Md 114�71 Iti T7 Mnt�Fan+b,. DRAWN BY: HR CJ�CI4ED gY 9414 REVIFi]N& 8O` t`1T A CRUZ DR SA 35 MPH 25O' `` j C. i- k► r — —ZTIM CA B f 3 -- TS 150'BUFFER — A 06/19/18 90%. CONSTRUCTION Hh 1S�NDOWY �. MAX ALLOWED REV DATE DESCRIPTION Rr F PSHION C30(�P)�BK) OCINMR 245'TAPER O - r� x Do m 100, * C-AG15 AEI. ii/ip 100, eOF C11% 250' 0R4.1EGT WFURMATIQN NWPTB NODE 008A CRAN—RLOS—CYLA3_008 � POLE ID# USID# SANTA CRUZ DR CONSTRUCTION WORK SCHEDULE: NEWPORT BEACH, CA 92660 NOTES: DAYS OF THE WEEK: MONDAY — FRIDAY — 1. CONTRACTOR TO NOTIFY RESIDENTS NEAR PROJECT SITE PRIOR TO HOURS OF WORK: 9:OOAM — 3:ODPM RIGHT LANE CLOSURE THE START OF WORK. TOTAL DURATION. 30 DAYS s"€ErrmE REF: 2016 WATCHBOOK — 13TH EDITION — PAGE#45 2. CONTRACTOR TO PROVIDE ACCESS FOR PEDESTRIANS AT ALL TIMES. — — TRAFFIC CONTROL PLAN TEMPORARY TRAFFIC SIGNS: LEGEND: ALE. SIGN FLAGGER PROJECT FLASHING •■ SHFrT NUu11[It, flOAD BIKE LANE RIGHT LANE BIKE SI CLOSED RIGHT LANE ® SITE ARROWBOARD CROSS - WORK CLOSED CLOSED LANE LANE CROSS HERE MUST END CLOSED ROAD WORK AHEAD AHEAD AHEAD CLOSED < > � TURN RIGHT TRAFFIC TOW—AWAY 20' ID' SCONE H BARRICADE T SIGNAL T,A,N,S.A.T, NO STOPPING 01 OF 01 W20-1 W20-5(BK) W11-1 W20-5(RT) C30(CA)(BK) C30(CA) W4-2(RT) R9-11A(LT) R3-7(RT) R9-3A G20-2 ANY TIME