HomeMy WebLinkAboutPublic Works Redline_PA2019-128 APPtKANT:
IF USING ll"X17' PLOT, DRAWINGS WILL BE HALF SCALE
0sc ALL WORK AND MATERIALS SHALE BE PERFORMED AND INSTALLED IN SITE NAME: NWPTB NODE 008A
= ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS — CONSTRUCTION DRAWING
E ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE SITE NUMBER: GRAN RLOS NWPTB 008 at8ct
" PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO
.a THESE CODES. — — — Mobility
PROJECT: GRAN / SMALL CELL / PICO THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS & AUTHORIZE THE
a 1_ 201E CALIFORNIA ADMINISTRATIVE CODE SUBCONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL DOCUMENTS ARE
2_ 2016 CALIFORNIA BUILDING CODE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT & MAY IMPOSE CHANCES OR 1452 EDINGER AVENUE,3rd FLOOR
ml v 3, 2016 CALIFORNIA ELECTRIC CODE U S I D #: 230804 I4OOIFICAT1DNs
` 4, 2016 CALIFORNIA MECHANICAL CODE TUSTIN,CA 92780
D
5 2016 CALIFORNIA PLUMBING CODE Npiwi
f4 91' ifarlALS pATF:
6. 201° CALIFORNIA FIRE CODE
u 7, ANY6LOCAL BUILDING CODE AMENDMENTS TO THE ABOVE PACE #: MRLOS056709 Ar&T FLr EW MEFA:
a 2 8, CITY/COUNTY ORDINANCES
o AI'4kT CPERATIO1,15' �NaIrO�ER:
HANDICAP REQUIREMENTS:
FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED SrFE A[OuBmOH MANAGE&
cc ACCESS NOT REQUIRED IN ACCORDANCE WITH CALIFORNIA ADMINISTRATIVE -
0
�+ STATE CODE PART 2, TITLE 24, CHAPTER 116, SECTION 11036. PROJECT MANAGER:
c m ZONING VENDOR- _
- c
gB CODE COMPLIANCECONSTMrCTIGH �, BECHTEL INFRASTRUCTURE
o" A/E MANAGER: _ _ _ AND POWER CORPORATION
o``= THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN PROPfR1Y NW404: 16808 ARMSTRONG AVENUE,
d WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT SUITE 225, IRVINE, CA 92606
A i WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON
DRAINAGE; NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH
c E DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE 15 NEW. APPROVALS
v i DRAWN QY: $A5
OF WRK:
GENERAL NOTES AT&TEPROPOSES TO MODIFY, OPERATE AND MAINTAIN PROPOSED UNMANNED CHECKED BY: SRR
_82 POLE TYPE : (N) CONCRETE POLE TELECOM FACILITY. THC SCOPE WILL CONSIST OF THE FOLLOWING:
o c - 1. AT&T TO INSTALL (N) STREET LIGHT POLE MIN. 5' AWAY FROM (E) Lk'I11'.Y: D
STREET„ aLa
DIG ALERT POLE ID # 5637 NSTALLATIONTOO(N) POLELE AND EMOVE (E) STREET LIGHT POLE AFTER REVISED TO INCLUDE
r�a4n NFAVI MW ar NWYd �OWgft. t INSTALL (1) (N) OMNI ANTENNA ON TOP OF (N) STREET LIGHT POLE. 306/06/19SCE FIN MAPDIAL TOLL FREE SITE ADDRESS : 690 [CS] NEWPORT CENTER DR., FRONT OF3 INSTALL (2) (N) RRUS-2203, (1) (F) RRUS-2203 AND ,( ) (N) 2 04/24/19 REVISED TO ADD CITY1�800�277-2600 NEWPORT BEACH CA 92660. RRUS-2205 ON (N) STREET LIGHT POLE. ASSIGNEDADDRESS
wr Lrf�ar Twa Drxa ' 4 INSTALL (1) (N) SURGE PROTECTION DEVICE (SPD). O o2/D1/1s ISSUED FOR VSP
ecrq a" YOU 4r6 5 INSTALL AC POWER SUPPLY TO RRUS (TO BE PROVIDED BY AT&T PERMIT/CONSTRUCTION
MOBILITY). A 12/24/18 ISSUED FOR REVIEW PKS
c a 9 INSTALL FIBER CABLE (TO BE PROVIDED BY AT&T WIRELINE) REV DATE DESCRIPTION 8'I'
m PWJPERTX OA61ER: R.YY�C RIGHT Or WAY _ 7_ INSTALL (1) (N) HANDHOLE 17"X30" (FIBER PULL BOX) APPROXIMATELY
0 o r• -{ z '„r 15' FROM (N) STREET LIGHT POLE LOCATION (BY AT&T WIRELINE).
8 690(CS]NEWPORT CENTER DR., FRONT OF # ? '-• LiLERBER
AOCFIE55. NEWPORT BEACH, CA 92660 � 8 INSTALL (1) (N) HANDHOLE 17"X30" (POWER PULL BOX) APPROXIMATELY
4 ' ' 10' FROM (N) STREET LIGHT POLE LOCATION (BY AT&T MOBILITY).
o'o AP'PUCAHI- AT&T '.! � ?' � � 1 � 9 INSTALL (1) (N) HANDHOLE 17"X30" (STREET LIGHT PULL BOX)
E AWRE'fr'S' 1452 EDINGER AVE, 3rd FLOOR, fA
0 0 �7, � APPROXIMATELY 5� FROM (N) STREET LIGHT POLE LOCATION. 4
TUSTIN, CA 92780 t �' 1�
=5 } .�� �' 10. GC TO TRENCH & INSTALL CONDUITS FOR POWER/FIBER AS REQUIRED. � f+
F€ LA RRAN: 33'37' 14.31"N
34.670642'
= *, PROJECT DESCRIPTION
o.2 L046F740F, 117 52' 34.14" W
a= LONGITUDE/LATITUDE TYPE: WAfl Itl3 ' y P t . `
} f}*1
# SHEET DESCRIPTION 0 B
o r GROUND ELEVATION NAVD 88: ±196.05' AMSL
EXPIRATION DATE:09 30/2 20
ADJACENT APN N: w�-IO1�gT T T-1 TITLE SHEET
o s
�= 7.ONIHG JuIR4Di6110n_ CITY OF NEWPORT BEACH (ORANGE COUNTY)
L Ai. T-2 GENERAL NOTES,LEGEND AND ABBREVIATIONS
m- CURRENT ZQNNC: PUBLIC RIGHT CP WAY _ —--
a PROJECT INFORMATION:
1 r A-1 SITE PLAN -
o PROPOSF.O u5f: yt1AARR0{F Tp. CC4MUHICA i1CR5 FO.CIUtY _
of y I' A•1.1 SCE FIM(FOR REFERENCE)
e< NWPTB_NODE 008A
-• ' A-2 ENLARGED SITE PLAN 690[CS]NEWPORT CENTER DR.,
SITE INFORMATION ' r''` FRONT OF
A-3 ELEVATIONS
NEWPORT BEACH,CA 92660.
�rk ' ►'o« PPoWECTFN'H4{'CR: ENGINEER: + '�'. I � A-4 SITE IMAGE 8 ELEVATION
AT&T Mobility Bechtel Infrastructure & Power Corp. ' - _�r_ri_ 2
0 1452 Edinger Ave. 16808 Armstrong Ave, 0' A-5 EQUIPMENT DETAILS
`o Tustin, CA 92780 Irvine, CA 92606 3' *` O
^ CONTACT: Stacey Brown - -if'' ¢ �' ..,,� ... f # O Z BECHTEL DRAWING NUMBER
Y CONTACT: George Morales Z .J A-6 EQUIPMENT DETAILS
c 714-273-5261 949-372-4476 r t w 26134-617-CO-0000-00682-003
c sb6766®att.com gmorciaGObechtel.com ., `�s, j E-1 ELECTRICAL AND GROUNDING DETAILS
c Z m SAC124NING'PERM%T'fING: CpN9iRLaCTIC<N GC: F-
w m Bechtel Infrastructure & Power Corp. Bechtel Infrastructure & Power Corp. Ub-'. AMERON POLE DWG.NO.1803-007 DETAILS(BY OTHERS)
m E 16808 Armstrong Ave. 1680E Armstrong Ave. VICINITY MAP LOCAL MAP 11❑-a POLE FOUNDATION DETAILS BY OTHERS
I Irvine, CA 92606 Irvine, CA 92606 ( )
o t a"c CONTACT: John Tseheridis CONTACT: Jon Awerkamp - - - - TITLETITLESHEET +,
c 949-372-4519 949-372-4445 — TCP-1 TRAFFIC CONTROL PLAN(BY OTHERS)
x a jtseheri®bechtel.com jowerkamObechtel.com DRIVING DIRECTIONS FROM AT&T TUSTIN OFFICE'
N 3= RF6WGIHE@Ik 5ENIOR TECHNICAk PAQJF.CY MAkAE1tR SHEET INDEX
® ;J AT&T Mobility AT&T Mobility GET ON STATE RTE 55 5 IN SANTA ANA FROM EDINGER AVE, CONTINUE ON STATE RTE 55 S. TAKE CA-73 S TO
MACARTHUR BLVD IN NEWPORT BEACH. TAKE EXIT 14A FROM CA-73 S, MERGE ONTO MACARTHUR BLVD, TURN RIGHT ONTO
3 �2- 1452 Edinger Ave. 1452 Edinger Ave. SAN JOAQUIN HILLS RD, USE THE LEFT 2 LANES TO TURN LEFT ONTO SANTA ROSA DR, TURN RIGHT ONTO NEWPORT .S�Ic�r+',:aRFrj
Tustin, CA 92780 Tustin, CA 92780
c«' CONTACT: Mahesh Kolur CONTACT: Dan Vozenilek CENTER DR, TURN RIGHT AT THE 2ND CROSS STREET ONTO SANTA CRUZ DR, SITE WILL BE ON THE RIGHT. SUBCONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON
-t 714-566-7311 562-716-4647 THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY
u m` DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME.
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2 1 I 211 34 b' SQf
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LEGEND Ezz-z-z-� GROUT QR PLASWR I rl[LZ°HOt't L4'L GENERAL NOTES
TEE POWER/TELCO RUN 5/8-X 10-0- ,Ds. we R09 B.
c O (E) BRICK 43 GAS UNE 0 TEST WELL 30'". BEL(w 0wx I DW F.*DUTY IS AN L4NOMi"E:D DIGIFAL TEI.DCCWUNr_ATION FACIUTY.
0
Ff (E) MASONRY DRaLuor.o CHEM174L GROUND IbM 2. PLANS ARE NOF TO BE SCALED AN6 ATE INTE140M TO RE A �L��
o g NEW ANTENNA CONQUQTOA (XIT GROUND ROD) DIAGRAMMATIC OUTLINE ONLY, UNLESS NOTED OTHERWISE. THE WORK 40 T`
n o COHO" - - - S14RM Oakk%e SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND
4 Ex1511NG .7,TEr+w �'- tA9mr rlrtq VMy TV COkpLErE AIL IR5TALk.AnOH5 Ay5 NoicATED ON THE
RT� MI wAtSIT 1JNt HALO r,RDVM4 40RNFcnCr* DRAWINGS, Mobility
t o ' GROUND R130 I� EARTH -- SE%Bt LINE 1452 EDINGER AVENUE,3rd FLOOR
a _ 3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS SHALL VISIT THE
c o _-,� GRAVEL p ' 9RFl�ER JOB SITE AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD TUSTIN,CA 92760
rr GKOUND BUS flAR - - - - - DOfiWIT LrnERGROhHp CONDITIONS AND DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE
L'z{}r/X_wj PLmopp KCQ*"HW AS 5M9M% PRt4R T4 PRIOCEEOM WITH C.WFRUCTIGN
c« • MFQ144NIM r_RNP C:YNM UTUft UEIFR L%M ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE
c 11-IF FIJ9f WE iM rMK AS W6YAfEA IMPLEMENTATION THE ENGINEER AND ENGINEER PRIOR TO PROCEEDING WITH
o m COLD 1, ENGINEER:
WO90 SIT' SAFETY SWRCH, 2P-240V-60A W/60A FUSES, HEMx JR 11�N5FORYAEA 4. THE CONTRACTOR SHALL OBTAIN, IN WRITING, AUTHORIZATION TO PROCEED
BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED OR
70 � GROLlH] AD[E55 r9LL WOODt!ILflp,I1NC ENCLOSURE, SO 0 CATALOG NO. H222NR8 IPEMIFIE4 ETY THE OONTT7.ACr ODCWFNTS,
o : sn"Orm tftwspo AEn 5 114E CONTRACTOR SHALL K67ALL ,NL EQUIRME?*T AND MATEWALS IN
MANUAL TRANSFER SWITCH, 2P-24OV-200A, NO FUSE.
c m ❑€ ELECTRIC 6141I STE0. NEMi 3R EHCiRStMIE ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS
j - C04TEMME LIGHTING FIXTURE, FLUORESCENT, 10.94'x 4'-0', 2/40W, � GROUND RECEPTACLE,
TYPEZP HUBBELSY-15A, DUPLEX.CAT CATALOG /5362 REGULATIONS TAKE RECEDE�CE�E OR YfiiERE LO"Jk CODES OR
TELEPHONE 44X ® SURFACE MOUNTING TYPE, HUBBELL LIGHTING CATALOG
L 8WSW232T B ALL WORK gRFQRMEO AND HA,TERLkL5 IN5TAI,n VAALL BE IN srmcY BECHTEL INFRASTRUCTURE
PROPERTY/LEASE LINE JIIh10 POWER CORPORATION
o,u � TOGGLE SWITCH, 1P-125V-15A, ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES.
E- 1xw POLE SURFACE
LIGHTING FIXTURE, FLUORESCENT, L LIGHTING
x G CAT, 2/95W, HUBBELL CATALOG BHBL 1201CN CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS,
}{ LINE SURFACE MOUNTING TYPE, HUBBELL UCHTING CATALOG ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC
gTwsMz3zr 16808 ARMSTRONG AVENUE,
TOGGLE SWITCH, tP-12OV-15A, tip' A Ty REiG,WDIS SHAFHELL
p E INSTALLED
IN CC WORK MWITH ALL
AHD
v- Q fNO, MOhILYJEIJ3 LIGHTING FIXTURE, HIGH PRESSURE SODIUM, 1/70W, WALL TIP ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL SUITE 225, IRVINE, CA 92606
i wpft POINT MOUNTING TYPE, HUBBELL UGHNNG CATALOG #NRG-307 APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL
- OR 1/SOW, HUBBELL LIGHTING CATALOG JNRG-124 AND STATE JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE
v SPOT ELLVAtIAN _ _ GROUND 17CTOR E%li SIGN, THERMOPLASTIC LED, SINGLE FACE, UNIVERSAL HORN &IONRATION SMOKE DETECTOR W/ALARM AUXILIARY CONTACT, 120 VAC, RECULtTKA15.
°Em MOUNTING, W/BATTERY PACK, HUBBELL LIGHTING CATALOG MIEK HART ND Mom 7 THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, DRAWN BY: SAS
5E> POIaT g
qq PRB V45*C 114E BEST SKILLS "ATTEF71 M. T CONTUCTOA SHALL BE
a i3 A. CpyrYA�l run c L 4� CHECKED BY: $R�
COMBINATION, EXIT SIGN & EMERGENCY UCHTING, SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,
nm TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL
REVISION au OVERHEAD SERVICE HUBBELL LIGHTING CATALOG #PRC PORNON5 PF M WORK UNDER F14 'CONTRACT INCLUPMFr CONTACT *19
CONDUCTORS �y 1� A (H) POLE mouNTEO wwR COORDINATION WITH THE IMPLEMENTATION ENGINEER AND WITH THE FIEVISwn. C
,7S Ghwlrl SHE FENCING EMERGENCY LIGHTING, 2/50W, HUBBELL LGN.T146 CATAL06 LANDLORD'S AUTHORIZED REPRESENTATIVE.
x! n M GRID HEF'fHE1'40E /HE6-50-2-R91 A (E) POLE MOUNTED XFMR REVISED TO INCLUDE
9 SAL PENEfRATHSNS THROUGH FIRE RATED AREAS WIfH D.L LISTED uNG 3 06/06119 SAS
OHT/OHP- OVERHEAD TELEPHONE/OVERHEAO PRNER LIGHTING FIXTURE, INCANDESCENT, 1/10OW, WALL t4BE COOS APPAfMO YAWAIAL5. SCE FIN MAP
t E. k
_ DETAIL REFERENCE I" J MOUNTING TYPE, HUBBELL LIGHTING CATALOG ® (y{� MpI,IHrCn XF1AI 9 REVISED TO ADD CITY
m$ OHT OxERHEAP TELEPHONE LME #BRH-100-06-1 . Fa&OTOp A PORYAFILE FIRE' Ext&%4ASHE7r WIM A$IAtIW VJ' NDr LEr;r 2 04/24119 ASSIGNED ADDRESS SRR
u TFM z-A OR R-A100C WirHIH 7Z FEET TRR&YL 06TANCE TO All
LIGHTING FIXTURE, HALOGEN, QUARTZ, 1/JOOW, HUNELL PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. ISSUED FOR
J 0 02/01/19 VSR
m l< ELEVATION REFERENCE Q.gRHIiL11 i'pke{R Ltl� LIGHTING CATALOG SOL-505 �r ." {� R PERM ITICONSTRUCTION
o - 10 MODIFICATIONS
DETAILS ARE TNT AY B TO SHOW ENO RE5ULr DF DNSI N. MOR A 12/24/18 ISSUED FOR REVIEW PKS
t'� �- E � Fxlr1LR RUN CILDAWXFOIL CI4E1Nt¢T MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR
o m LIGHTING FIXTURE. 1/175W. METAL HALIDE, HUBBELL CAT CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED A5 PART OF R� ;DATE DESCRIPTION BY
m c x SELT*N REFERENCE ®MIC-0175H-336 THE WCM
F18ER/POWER RUN
o m 11.REPRESENTATIONS OF TRUE NORTH, OTHER THAN THOSE FOUND ON THE
o SIC Y 49W ,W CHO ROD 30` WL BE" 04ADE PLOT OF SURVEY DRAWING, SHALL NOT BE USED TO IDENTIFY OR LICENRER
c u ESTABLISH THE BEARING OF TRUE NORTH AT THE SITE. THE CONTRACTOR
.2- SHALL RELY SOLELY ON THE PLOT Of SURVEX DRAWING AND ANY
ABBREVIATIONS MTC. MOUNTING TEL TELEPHONE SURVEYOR'S MARKINGS AT THE SITE FOR THE ESTABLISHMENT OF TRUE
o 0 EMI tuctiftC L bcALLIC THONG MTL METAL TEMP TEMPORARY NORTH. AND SHALL NOTIFY THE ENGINEER PRIOR TO PROCEEDING WITH
c A AMPERE EN. EDGE r*A.L MTS. LWyLN,L TRANSFER S*iFCm TtiK THICKNESS) THJL WOAK IF ANY fHSCRCPANCY Is FOuND RMWE£N THE VAPIDUS I�
AA-0. Ar4QHOR 6OLT ENCL PNCL05URE N NMPkL TWAS TOWER MOUNTED AA,LPURER OXWENr$ DF THE WORT, Plu'nH45 AAJO THE TRUE NOLITTH
o£ paw. AJ3OVE ENG. END%EFA {{N] NEW (OC SUPPLY VOLTAGE) DA112WAT10N k5 OEPICrTEO OH THE. VOIL SURVEY THE CONTMr-TOR 5-011
AG ALTERNATE CURRENT//AIR CONDITIONER F[2 EGWAL ftwix NATK14 L ELECTRICAL VAiNUFACTUIC' ASSUC. Tx+. TOE NAIL ASSUME SOLE LIABILITY FOR ANY FAILURE TO NOTIFY THE ENGINEER.
v w ACCA WrID4NA CAME COVER ASS€MELY EXST. OR (E) EXISTING N0.(�I) .4llYlEEJr T,OA AW OF kVTEiN4
ADD'L ADDITIONAL EKP. EKPAN916w N.T.S. HOT TO 5r.KE T.O.-C. TC7P OF GUTTER F¢12. O CCF1ffAGTOR &HALL MAK£ NECESSART P'f9mSQ4S TO PROTECT
3« ALF.F. AoU4E rM1aHEO FLOUR EXT EXTERIOR QB1f OPTIM OASES+ D NTERFACE T.P.K. TOP OF FOUNDAT10N EXISTING IMPROVEMEWS, PAVING, CURBS, VEGETATION, GALVANIZED
AF.Q. BaD,I£ FT4;$HW ORAIR F FUTURE c+ GH1a1HEAf1 T.D.P. TOP OF PLATE (PARAPEr) r
i AC,L. AEIQ E GRMM LEVV7< FAH. FABRICAl10N(OR) '7.0 !1 ]1rEti T.DS. TOP OF STEEL SURFACES, ETC., AND UPON COMPLETION OF WORK REPAIR ANY DAMAGE
m AC &MPERE. INTERRuPTNr CAPMirY FAC. FACTOR OPNc. 4PENk4G TALW. TOP OF WALL tWM OOCURREO 9UR44, C13NWIJOTKIN 0 THE 5AT1WArnON OF AT&T.
e J1LLIk1. ALUM¢fUY F A FIRE ALARM POLE m- r9Plcu 11
o JILT, ALTERNATE VF. FINISH FLOOR F) p"OSED D.G. U7a1ER UHUIfx`O 13, KEEP GENERAL AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, EXPIRATION DATE: 09/30/2020
U£ ANT. AHTENI A F.O. FINISH GRADE 2 c PRECAST CONCRETE I.I.L. UNDERWRITERS LABORATORY INC. DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING
i AFPRBx APPAtO%IMAT6 LY} FlN. FINISHED) P S PEFSONN- OO4IMUHIC+J�N SERVaCES UMFS UNIVERSAL MOBIL TECH. SYS. (3G MOBILE TECH.) ON THE PIOPERTY, LEAVE PAEYIS£S N CLEM CONDInON AND TREE fR4w
ARCH, ARCHr•TT;T ] FLR FLOOR PH pm4A Y.N.O. f�*S NDYC'0 gfF RWISF PAINT SPOTS, DUST OR SMUDGES OF ANY NATURE.
c AT AMPERE P PLUOR FLUORESCENT vxt
o Z AWG. AWR.RSAN WRE Wi„1GE FDiN FOUND1kTIDN PNL13D PANED�ARO we YGLT ALTER14ATT9G CURRENT BEFORE AND/OR 4#. BEFORE ORDERING
m- MATT BATTID" F.O.C- FACE OF c*KIA01 PP[ Pow EA FFroTLctIDN CA@rIET 1F.rF. VOlPf Ira FTCLO / PROJECT INFORMATION:
'o @D. DCWMJ F.D.M. FACE OF UOL59HRY PRC PRIMARY RADIO CABINET 1Y WATT OR WIRE FABRICATING/CONSTRUCTING/INSTALLING ANY ITEMS, VERIFY THE TYPES 5'
BI.OG @Jr o1N4 F.G.S. FACE OF STUD PRI PFIIhuftT WIDE(WIDTH) Oumtlm
@LK. BLOCK F.O.W. FACE OF WALL P.S.F. POUNDS PER SQUARE FOOT TH
o.a BL1rG. DLCCKING f.S. ELVISH SUR�ACF P,S,I, POUNDS PER SQUARE INCH W-OUT 15.CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE AND
nQ aw. §==w,[ FT.(') FOaT {fEEr) P.T. PRE551 tRFArEpEFF SINE W SITE .r elER �E a,neL urE an GLEE, NWPTB_NODE 008A
B.N. BOUNDARY NAILING FTC. FOOTM PUE PI IC UTIL4'Y E45E►F#rr W.P.Wp WEATHERPROOF
DR. 9AANCM iTJ FUSE PWR. POWER (CABINET) Wr WIRELT 16. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE 690[CS]NEWPORT CENTER DR.,
` u OR1LH �IEAKER C CR051fAF CITY. QUANTITY ' WIRELESS TRANSMISSION RATE SITE AND NOTIFY THE PROJECT MANAGER OF ANY DISCREPANCIES BEFORE FRONT OF
c e @mow +RW TKIED COPPER 1MRE OA GROWTH (CABINET) RAD.(R) RADIUS XFER TRAMFCR
$TS. BASE TTN.NSNLSSNON 5'I'dTERi GA GAUGE .AFUR TRANSFORMER SrARitNG PNf WORK.
a REIS RADIO USE STATON NEWPORT BEACH,CA 92660.
UO.F- 8070M O` FOUTING Gm i3ENEtAT>7LIl 1rL.PE OR65S-LINK �:LrETir�N[
v (BASE STATION 3G NETWORKS) CENTEf4LLNE 17.CONTRACTOR TO PROVIDE COMPLETE SET OF AS BUILT DRAWINGS VvmN4
@fU d,1SK-Ur' CABINET G1. GALVANIZE(D) RCPT. RECEPTACLE
a` m C CC.481JtT G.F.C. L GROUND FAULT CIRCUIT INyTE71gWTER REF. RETHRE14CE PLATE, PROPERTY USE i6 MIdFr10N6 tA45 DF mwEcr O0o',1PLEmjNL
ueQ. CABIHEr GLB. (GLU-LAM) OLVE tA"rLrD BEAM
m v REINF. REINFORCEMENT(ING)
CAN. GWRLEVERiED GNO Gyrmr+tS ie.FAION tq tHE COMM9Nr0AENT aF cgNSTkQQt N OR 1'HE JrAgRIC4T� OF
co CB- CIRCUIT BR CPS GLOBAL POSITIONING Tr1TEL. REQ'D. REQUIRED
RCS. RIGID GALVANIZED STEEL VERIFY L TO BE INSTALLED AT THE SITE, THE CONTRACTOR SHALL FIELD
2« CCXWL CODE-DIVISION MULTIPLE ACCESS (2G k 3G) ORNO. GADLIN6 RRU REMOTE RADIO UNIT VERIFY ALL DIMENSIONS INCLUDING AS-BUILT DIMENSIONS OF EXISTING BECHTEL DRAWING NUMBER
COUi CONSOLIDATION DISTRIBUTION UNIT KIT G5u GLOBAL SYSTEM MOBILE (2G+ MOBILE TECH.) RADIO TRANSCEIVER STRLIULnGIES OFI STRUCTURAL ELEM044TS HAW G x B6AFIr4G On THE
c ; C.LP. CAST w4 PLr4C€ HO61= HARD DRAWN COPPER WIRE ( ) 26134-617-CO-0000-00682-003
-' OKY. CIRCUIT F1OR. HEMEFI Rk-AJT RECEIVER AIR INTERFACE TRAY SCOPE OF THE YDRK rO BE PERFOFBAED. IF ANY ChSCREFw4n 15 FOOrv@
c='m CLG. CEILING NCR. HKYGER SNFETY BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND THE
m c it CLFL CL/AfT HPS t<ll PRBWW- 5ODWY 5cK SCHEDULE DIMENSIONS OR CONDITIONS FOUND TO BE EXISTING iN THE FIELD, THE
a 5c SLIALL#LL SHL0 I
cMU CONCRETE MASONRY UNR (JAMB BLOCKS) MT. HCIC`4f CONTRACTOR SHALL NOTIFY THE ENGINEER AND OBTAIN DESIGN
u„ o SDBc SOFT DRAWN BARE COPPER RESOLUTION PRIOR TO PROCEEDING WITH THE PORTION(S) OF THE WORK
m_ COL COLUMN IC [ PEA G�PCFA SUS EEC �C
m Ct7s4[. CONCRETE IN, ) LOCH E5y
m €c CONM CONNECTION(OR) IN mm 10R SHT. 94ECT AFFECTED. THE CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY
a CWT. CONSTRUCTION I.Lc ueMPATED LDA6 CDO" S+M SIMILAR FA441RE 10 SO NOTIFY THE CNGNEER AND OBTAIN RMWFION BEFORE GENERAL NOTES. LEGEND
c z 5J7N: SOW NGUT FRoc E)w A
rA c CDr4T. CONTINUOUS LB.(#) POUND(5
E PENNY (NAILS) L.B. TAG BOL SOL S2JARE k S)
AND ABBREVIATIONS
N ; OCL 01PEc�CL,53RFNT LF LINEAR FEET (FOOT) 5S V LESS Slpm
LG. LENGTH
® u OEPT. 0€PiH41TYEHT L. LONG((ITUDINAL STEEL IRO
.m: D f' DOMED FR LPS LOW PRESSUR� SODIUM 5rR�1C STRUchRAL n LTE LONG TERM EVOLUTION (4G MOBILE TECH.) SURF SUWAICE SHEET NUMBER:
o=; 6L4G. DASOLAHENALTER FWI IA IUMA 4INRY UM #W SWITCH
t m 01M
M.B u4CmM MO
LT� 55)DWG. DF. N w0i. MECHANIM
MFR MANUF%CTURERDYL L(Sg rN MINIMUM-a G
E.A. EACFr
`tEGA EMERGENCY GENERATOR RECEPTACLE M M1
EL- {LVAFM MLO INUAS ON L Y
2
ELEC EENTRICAL 61 . WuNTt
ELEV ELEVATOR +
6 q 1 1 22T34 V
AlupucXNT:
1. IF DIMENSIONS SHOWN ON PLAN DO NOT SCALE
CORRECTLY, CHECK FOR REDUCTION OR ENLARGEMENT
$ FROM ORIGINAL PLANS.
0
2. UTILITY DESIGN AND RUNS ARE PRELIMINARY. PENDING at&t
�u° FINAL DESIGN FROM UTILITY PROVIDERS. y
3. PULL BOXES AND LIDS SHALL BE SPECIFIED AS + + "CONCRETE OR APPROVED EQUAL. 1452 EDINGER AVENUE,3rd FLOOR
c (E) BUILDING & ` ; J
` 4. REMOVE EXISTING LIGHT POLES AND LIGHT BASE. PARKING LC'T +r ' TUSTIN,CA 92780
°2REPLACE PARKWAY AND/OR SIDEWALK, IN KIND. �10/�,p" '
50•,6• (E) BUILDING &
8 5. CONTRACTOR TO PROTECT IN PLACE ALL SEWER AND `�- PARKING LOT
p WATER LATERALS WHICH CROSS UNDER/OVER THE f 5p•, " * ENGINEER:
-` PROPOSED ELECTRICAL TRENCHING. er B "
L 6. ALL NEW LIGHT POLES SHALL RECEIVE A COATING TO €'b
v$ PROTECT AGAINST GRAFFITI. 5
s 7. GENERAL CONTRACTOR SHALL RE-LOCATE ANY SIGNS #�
$D ON EXISTING LIGHT POLE TO A NEW LIGHT POLE. `" BECHTEL INFRASTRUCTURE
o n 8. EDGE OF NEW ASPHALT PATCH IS A MINIMUM OF AND POWER CORPORATION
`o 1-FOOT FROM THE EDGE THE TRENCH, ON BOTH SIDES. 16808 ARMSTRONG AVENUE,
$� NEW ASPHALT SHALL BE PLACED (1-INCH) THAN THE ;; °� '° SUITE 225, IRVINE, CA 92606
EXISTING ASPHALT, AND A MINIMUM OF 4" THICK. REPLACE {' ,
n`
oIN KIND.
E SAIV C
9. WHERE THE EDGE OF NEW ASPHALT PATCH IS WITHIN ~� LEME — Q ' RAYIN BY: SAS
AS
OF THE EDGE OF GUTTER ALL EXISTING ASPHALT --_. _-- NTE ,���' Q z '
FROM THE EDGE OF GUTTER TO THE EDGE OF TRENCH CHECKED EIV: 4H+�
SHOULD BE REMOVED AND REPLACED. IN THE FIELD THIS ;f ,
= IS REFERRED TO AS A 2 FOOT FLOATER, REwsloxsr
C
10. CONTRACTOR TO VERIFY SUB STRUCTURE LOCATIONS (E) HOTEL SINAGE tQ TREE
- PRIOR TO ANY EXCAVATION. o s� !� 3 06/06/19 REVISED TO INCLUDE SAS
t : _ SCE FIN MAP
11. ALL CONDUCTORS/WIRES & CONDUIT, SHALL BE in y 2 04/24/19 REVISED TO ADD CITY SRR
IE INSTALLED IN A NEAT AND TIDY FASHION. ALL EXCESS ' w ASSIGNED ADDRESS
WIRE SLACK IS T00 BE REMOVED AND HIDDEN AS MUCH ^I 'W-�0 ISSUED FOR
o AS POSSIBLE. Sa 0 02I01/19 PERM IT/CONSTRUCTION Vp
}--�' A 12fNfll I ISSUED FOR REVIEW PKS
a 12. ALL NEWLY INSTALLED EQUIPMENT SHALL BE PAINTED I `-erri" t;''`
` TO MATCH EXISTING POLE, AND OR SURROUNDINGS, \ ` a REV 8A><E DESCRIPTION 6Y
to
$o UNLESS PROHIBITED BY MANUFACTURER.
SURVEY
1. THE PROPERTY LINE SHOWN HAS BEEN CREATED 101-0"
€ € WITHOUT THE BENEFIT OF A SURVEY AND IS FOR a, (E) BUILDING & '
_=s REFERENCE ONLY. ALL PROPERTY LINES, EASEMENTS AND 0� a' "? ti,; PARKING LOT
s • SETBACKS SHALL BE VERIFIED PRIOR TO START OF 0k —
£ CONSTRUCTION. BECHTEL DOES NOT GUARANTEE THE "• , .+_ ' '
o ; ACCURACY OF SAID PROPERTY LINES, EASEMENTS, ROADS PARKING LOT i N (N) AT&T PROJECT LOCATION / CWILL
IS PROVIDED OR INFORMATION ONLYOT A SURVEY AND (E) GRASS AREA SEE ENLARGED SITE PLAN
AND SETBACKS. THIS SITE PLAN IS W I U i AP.N: 442-101-27 O�F #'0
1"• :id`t"� - r I ,�.. EXPIRATION DATE: D9/30/2020 B
PROJECT INFORMATION:
t - } ' '' i56 f NWPTB_NODE 008A
CURB & GUTTER
1 690[CS]NEWPORT CENTER DR.,
-� �� 'i v .' • -, �`�� '
(E) TREE TYP # FRONT OF
NEWPORT BEACH,CA 92660. —
4l Yr (E) BUILDING
(E)\BUILDING
BECHTEL DRAWING NUMBER
°3
i 8lfy' I/I1r, I IT_1 ` 26134-617-CO-0000-00682-003
° omi fFFFT T,RF:
q o r U O
z
ro' s°a U ? SITE PLAN
N;
U
a7iDIG ALERT 12' rt-
v« O .FOV�a %�T%M 9r'#MT k,rM,
c u DIAL TOLL FREE FULL SCALE 1"=30'-O"
1-800-277-2600
c 'a AT LEAST TWO DAYS SITE PLAN 3D FS u 5U
L ..a
IV. D4' 100 u'{' HALF SCALE 1"=60'-0" A-1
s1 4 3 2 , 11 34 U' Siff
�Ir-
1
— E (E) ELECTRICAL UG ROUTE
P=F1 !.A•JT
————————— ROW
"— "— PROPERTY LINE
+ If at&t
QI' Mobility
e 1� AN CLE +' 1452 EDINGER AVENUE,3rd FLOOR
= MENTE I^ TUSTIN,CA 02780 C.
# f +
Id
PED TO C/L V4387 '
' 96' 1-2 1/2" 98 "
96' 2-1/0 1-2XLP V rjn ' ' ENGM1EFJt.
M4389 TO C/L V4387
>o
`o 314' 4-5" 72 1 ^
5 m 214' 3-75OXLP-12KV 72 I
214'-3-1000 XLP-12 KV 79 �^ BECHTEL INFRASTRUCTURE
SLIS AND POWER CORPORATION
16808 ARMSTRONG AVENUE,
` ' + PROPCYSE0 POLE SUITE 225, IRVINE, CA 92606
LOCATION
1
G �\
z I ' 1 DRAWN Er SAS
r
E IIt CHECKED BY: 4KH
X6937 TO C/L 2-4 GUST 56936i
r 284' '
� REV-Sf'F.S'
.2 j I 284' 3-350XLP-12KV 85 C
c;
284' 3-1/OXLP-12KV 85
r I + Iv
�
Ti
�1 I
_ E 1
a , 3 06/06/1 SCE FIN MAP 'A'S
REVISED TO INCLUDE
5 } r N + I REV DATE DESCRIPTION
c + { 1
1 C) LICENSER:
n o
E Q
C
E E M5104388 72 f
u 4'6"X8,6"X7,
I0'l2 i X6937 TO V6938
125' 2-4' CUST
125' 3-350XLP-12KV 85
"« + 1 25' 3-1/OXL43'-1 2KV 85— NOTE:5CE FACILITIES INVENTORY MAP IS
w 1 + PRESENTED HEREIN AS A REFERENCE ONLY AND THE r
RECORD VERSION IS AVAILABLE FROM SCE.
US
iffL
r 1 1 PROJECT INFORMATION:
Fl 12 ��
NWPTB NODE 008A
o X5206937
2'6"X4'X3'6" OUST P159M TO X6937 690[CS]NEWPORT FRONT OF CENTER DR.,
1-4 GUST NEWPORT BEACH,CA 92660.
F 1 55�
0
M 1
m BECHTEL DRAWING NUMBER
�-
'c 26134-617—CO-0000-00682-003
ot 1 P5206939 1 V5206938
-d 1 72"X94" CUST— , 12'X30'X17' CUST SHMTITLE:
z6 e I 3/833/12 277/480
1
15/12 FOUR SEASONS HOTEL SCE FlM
a 1 (FOR REFERENCE)
® c a 1 I
o J 1
SHEET tILiNLL9FR:
0 2'
`o na FULL SCALE 1 20'-0"
SCE FIM POWER LOCATION AND ROUTES 20 14 a za aL FT
-
u u F-
m m a HALF SCALE 1"=40'-0`
61 4 3 2 12c34
..-1
APPLICANT:
L I
r I
� I �
o —
b +
a at&t
Mobility
4 rr I 1452 EDINGER AVENUE,3rd FLOOR
c " i TUSTIN,CA 92780
(E) STORM DRAIN7. (E) 12"X18" POWER HAND HOLE
AT&T TO REMOVE (E) E1<T LIGHT POLE s. 16`0' — i.
o #5637 AFTER INS�'ALLATION OF (N) POLE. ALL
LW.• Y.
2 CONCRETE & ASPHAL-'WORKS TO BE DONE PER c+v kL La
io .�•. ..:I 1
'CITY OF NEWPORT BEACH SCMDARD ,
o L AT&T TO INSTALL (N) STREET LIGHT � ?
5` POLE ON (N) POLE FOUNDATION PER
y i MANUFACTURER SPECIFICATIONS AT 690
2 [CS] NEWPORT CENTER DR.. FRONT OF iC) SHTRU133 v
lE la ', QZp
3I� �O 1�r BECHTEL INFRASTRUCTURE
a N A_ 5_5 2 ti M1:.•: f �� AND POWER CORPORATION
16808 ARMSTRONG AVENUE,
e c INSTALL (N) 10' DIA OMNI ANTENNA NIt 12' DIA I S SUITE 225, IRVINE, CA 92606
s Z COMMSCOPE SHROUD ON TOP OF (N) STREET LIGHT POLE
DRAWN BY: 6+S(2) (N) do (1) (F) RRUS 2203, (1) (N) RRUS fI CHECKED 6Y: ERR
(E I ) GRASS AREA
2205 tE (1) (N) SPD TO BE INSTALLED WITHIN 5�K REVISIONS:
c COMMSCOPE 12' DIA SHROUD ON TOP OF (N) + 0
STREET LIGHT POLE- I
Ti o @@(�
3 06/06/19 REVISED TO INCLUDE SAS SCE FIN MAP
o c 1 -- _ + 2 04124119 REVISED TO ADD CITY SRR
A-3 . + ASSIGNED ADDRESS
1.2 'Q r ISSUED FOR
N = A', i I 0 02/01/19 PERMIT/CONSTRUCTION VSP
UUU _ _ A 12/24/18 ISSUED FOR REVIEW PKS
it,
ADA COMPLAINT REY pATt DESCRIPTION C�7 08 c -� 1 .i , --
o
I ucEws�w:
(E) HOTEL SIGNAGE
- - -- - 1
o. (N) 17'X30' STREET LIGHT PULL BOX
3 (TO BE INSTALLED BY AT&T)
-6 (DAF,
(N) 10 CONDUIT FOR POWER WITHIN (N) POWER/FIBER r ti ' (N) 1'0 CONDUIT FOR POWER WITHIN (N) POWER/FIBER D PIRAT ON DATE: 09/JO/2020 Ei
s g TRENCH ROUTED TO (N) POLE LOCATION (*17'-07 TRENCH ROUTED TO (N) POLE LOCATION (t12'-07
m`_ --- _ 4
c A_ p, - I� f -r �- .f� PROJECT INFORMATION:
o�
6, (N) 17'X30' POWER PULL BOX EQUIPPED WITH FUSED
6 SPLICE BOX (WTR). INSTALLED BY AT&T MOBILITY j NWPTB_NODE 008A
f r 690[CS]NEWPORT CENTER DR.,
FRONT OF
—
c« NEWPORT BEACH,CA 92660.
(N) 2.0 CONDUIT WITHIN (N) FIBER TRENCH AP.N: 050-451-08
ROUTED TO (N) POLE LOCATION (*22'-0'
0
22 4 S a I
BECHTEL DRAWING NUMBER
_ f 26134-617-CO-0000-00682-003
o (N) 17'X30' FIBER PULL BOX TO ` f o i f'
(E) GRASS AREA "BE INSTALLED BY AT&T WIREUNE = SHEET TITLE:
z
—� I ENLARGED SIZE PLAN
(E) TREE
g. '-s'
of
DI F ` � vVI/t �VYtll + l� �e12
G ALERT _ _ _ _ I_ �
- � � — _ g•_0" � SNEETrrur�sEri:
:�dn �n Iry xm or mur•nn,pkygny, ' -- ( /
~ o ■ I 11 !v^d'��� FULL SCALE 3 8"=1'-O"
c o� ■ DIAL TOLL FREE ' �
1-800-277-2600 a 2 4 6 Fr A-2
c AT LEAST 7W0 DAYS
m; ; eeFar«E rc+J o-r ENLARGED SITE PLAN
HALF SCALE 3/16"-1'-0'
15 5 #
3 21 1
NOTE:
APPLICANT:
1. ALL CONDUCTORS/WIRES & CONDUIT, SHALL BE CONCEALED INSIDE (N) POLE AND SHROUDED.
`0 2. ALL NEWLY INSTALLED EQUIPMENT SHALL BE PAINTED TO MATCH EXISTING POLE, AND OR SURROUNDINGS. UNLESS PROHIBITED rtls
= 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 t
1, GC TO DETERMINE THE SIZE OF (E) POLE FOUNDATION AND (N) POLE FOUNDATION TO BE ALIGNED ACCORDINGLY.
S. STRUCTURAL ANALYSIS AND DESIGN OF (N) POLE AND ITS FOUNDATION TO BE DONE BY OTHERS. at&t
o Mobility
m i 1452 EDINGER AVENUE,3rd FLOOR
`o TUSTIN,CA 92780
c�
(3) (N) RRUS 2203/2205 (STACKABLE) TOP OF N AT&T ANTENNA
('I) (F) RRUS 2203 & _ ELEV. 34-9 A.G.
RAD CENTER OF AT&T ANTENNA TOP OF (N) AT&T ANTENNA
o (1) (N) SURGE PROTECTION DEVICE (SPD)--� I ELEV. 33T9"� � — _ ELEV - LMc;INz=H.
RAD CENTER OF N AT&T ANTENNA
—E�JEw. 3y g(A-G-L - (3) (N) RRU 2203/2205 (STACKABLE)
(N)10- DIA GALTRONICS OMNI ANTENNA (1) (F) RRU 2203
TOP OF N LUMINAIRE (N)10- DIA GALTRONICS OMNI ANTENNA
.EELEV. 30- A G.L �, -� (N)12- DIA COMMSCOPE SHROUD _
2 TOP E L MINAIRE x - - (N)12- DIA COMMSCOPE SHROUD OF MINAIRE
a^ -ELEV 3o'-z" A.G.L) �= �- TOP OF N STREET LIGHT POLE ��TOP OF N STREET LIGHT POLE -3 A.G.L AL BECHTEL INFRASTRUCTURE
ELEV. 29-3 A.G.L) ELEV. 29-3- (A.G.L) AND POWER CORPORATION
II
16808 ARMSTRONG AVENUE,
(N) LUMINAIRE & MOUNTING ARM
s"Z 1 DEVICE (SPD PROTECTON (N) LUMIN E & MOUNTING ARM SUITE 225, IRVINE, CA 92606
E.e i I BOTTOM OF (N) RF SIGNAGE (N) RF SIGNAGE
0 1 ELEV. 28_ (A.G.L) DRAWN BY:
(N)STREET UGHT POLE DESIGN CHECKED BY: Si�F7
= r " REQUIREMENTS:
o 1. INSIDE RISER FOR FIBER, RIyI{}N5
AT&T TO REMOVE (E) STREET i 1 POWER & GROUNDING c
LIGHT POLE (# 5637) AFTER i i I A +l1
0 o INSTALLATION OF (N) POLE— { ✓V�I�/I� 1 06/06l19 REVISED 1 INCLUDE
SA"
SCE FIN MAP
o c j /z 2 04/24/19 REVISED TO ADD CITY 5RR
E I (N) 11.8- DIA STREET LIGHT POLE ]U `j� '��(I� 1'-
^ #5637 (TO BE INSTALLED BY AT&T) (N)STREET UGHT POLE DESIGN ASSIGNEDD DORADRESS
1 1 REQUIREMENTS: 0 02/01/19 %?SP
fc
it,$ ! � 1 INSIDE
IWER &RISER FOR GROUNDING
ISSUED FOR REVIEW pPERMIT/CONS PERMIT/CONSTRUCTION
i A 12/24/18 rs$
«o c 1 1 REVI DATE I DESCRIPTION BY
`a°u j
ucC sEa
o i i (N) 11.8- DIA STREET UGHT POLE #5637
E€ 1 (TO BE INSTALLED BY AT&T)
c-
« 1 1
A 1 1
I 1
o« I 1
I I 1 C4r t51
I r �f} y
r RELOCATED E " ,Ji f�, ' BOTTTO OF_(N RF SIGNAGE (N) RF SIGNAGE IXPIRATION DATE: 09/30/2020 B
o i { ( 'C V- CLV.'i1-0 A.G.L
11
� SoGNAGE
a TOP OF E SIGNAGE { I (E) SHRUBS TOP OF E SIGNAGE PROJECT INFORMATION:
ELEV. 6'-5- (A.G. (GC TO REPLACE THE SHRUBS —
; TO ITS ORIGINA4 KIND) ELEV. 6-b A. RELOCATED (E) SIGN
o< i i BOARD ''E) SHRUBS NWPTB NODE 008A
(GC TO REPLACE THE SHRUBS
TOP OF E CURB i i 9'-O' 1'�4' TO ITS ORIGINAL KIND I )
` ELEV ) 690 CS N FRONT OFENTER DR.,
CURB & GUTTER NEWPORT BEACH,CA 92660.
9£
TOP OF
(E) CURB EJRB
ELEV. 0-0
0 0 �cL---� � j'�i.� i I � � ,�:
P o GUTTER E 510EWALK
BECHTEL DRAWING NUMBER
--
� 26134-617—CO-0000-00682-003
.I •. 1• :d' •,y SrIECTr1TL[.
m€ I •�.' (N) STREET (N) AT&T12
FIBER ':''y •' 1.-
o az SEE NOTE 4 LIGHT PULL BOX PULL BOX
{. .,,+ +`'z, (N) AT&T POWER (N) 4'X4 X4.5' CONCRETE !„j. t'±',.._ s
ELEVATIONS
m r< (N) 4'X4'X4.5' CONCRETE ' PULL BOX POLE FOUNDATION TO BE
N; POLE FOUNDATION TO BE �1 f1f� L INSTALLED BY AT&T-
INSTALLED BY AT&T 1k OJ r S'C lam'
- SHFFT`JI IMBF R'
V.-en
FULL SCALE 3/8"=1'-0' FULL SCALE 3/8"=1'-0-
m` PROPOSED WEST ELEVATION o _'� Fr PROPOSED NORTH ELEVATION �' ° g # rr -3
HALF SCALE 3/16"=1'—O' (E) POLE NOT SHOWN FOR CLARITY
HALF SCALE 3/16"=1•-0`
s' '� a 3 g 22.34 b 4II
APPLICANT
c `
o
n fl
at&t
8 `o Mobility
a° 1452 EDINGER AVENUE,3rd FLOOR
e TUSTIN,CA 92780 E1
c
T
C �
O V
s'
5 ° EN MEEK:
c
0
�L
C C
V
! }� TOP OF (E) LUMINIRE
o B f ELEV. 30'-z" (A.G.L) _ — —=[�:� BECHTEL INFRASTRUCTURE
AND POWER CORPORATION
�N
16808 ARMSTRONG AVENUE,
S z _ SUITE 225, IRVINE, CA 92606
q
a E
o DRAWN BY: SAS
�a
CHECKED BY: Sr�'
0 0
v'
o
° I RE V ISIENS
o � L
c �
a a
b c 3 O6/O6/19 SCE FIN MAP rA
L REVISED TO INCLUDE
o g t 2 04/24/19 REVISED TO ADD CITY 9RR
;=o ASSIGNED ADDRESS
m c 0 02/01/19 ISSUED FOR VSP
°f PERMIT/CONSTRUCTION
c
c� A 12/24/16 ISSUED FOR REVIEW PKS
o "c REV DATE DESCRIPTION
� o
LICENSER:
e — --(E) CITY STREET LIGHT
POLE #5637 �
or .� �
o �
°
f Or cJ
EXPIRATION DATE: 09/30/2020
o
m 2'
mQ TOP OF E SIGNAGE PROJECT INFORMATION:
ELEV. 6'-5" (A.G.L)
o
o`a
NWPTB_NODE 008A
690(CSI NEWPORT CENTER DR.,
0 o FRONT OF
TOP OF E CURB (E) CURB & GUTTER NEWPORT BEACH,CA 92660. —
c if 0-0
a " _ 9'-0" J
h
s t � (E) SIDEWALK -
_- - _I DRAWING NUMBER
F .ECHTEL
6134-617—CO-0000--00682-003
met '
c^ - 9FiEETT1RE
u
m
OI 0 L
m= SITE IMAGE & ELEVATION
m=<
s=
N 3
® �J
O d�
c w 1
c o 0
—t 7
m" FULL SCALE 3/8"=1'-0"
EXISTING SITE IMAGE EXISTING NORTH ELEVATION 2'
E21eta - -
m; HALF SCALE 3/16"=1'—O"
5 2 n r 31 U' SIZf
r-4[-
1 AFFIX REQUIRED SIGNAGE AT TWO LOCATIONS RAYCAP-RSCAC-6533-P-120-D GALTRONICS-GQ2410-06621 PSEUDO OMNI
" '�ANr
[1UN FAAIIJ OMNI
ANTENNA ATOP OF Nil'! ON THE SUPPORT STRUCTURE SO THEY ARE CLEARLY VISIBLE:
A. INSTALL 3-4 FEET BELOW ANTENNA (MEASURED FROM TOP OF SIGN) MECHANICAL CANISTER ANTENNA
$ - (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 16-114 AWG(13-2MM,) MECHANICAL SPECIFICATIONS
c WITHIN SHROUD AND (1) NEW 2203 TERMINAL BLOCK 110-/26 AWG Is-0.14MM,)
2. SIGNS OR DECALS SHALL BE MADE OF WEATHER, CORROSION AND ULTRAVIOLET ENVIRONMENTAL INGRESS PROTECTION(IP)RATING: Nom 4 DIMENSIONS (HEIGHTxDIAMETER): 24.9 + 10 MiUME5 All/� 11
op (FUTURE) RESISTANT MATERIALS. AT A MINIMUM, EACH SIGN OR DEAL SHALL INDICATE THE; OPEIkkTtN 1SM�E11kh,pt- ('C)-40'C TO+80'C �T Y T
S ( STORAGE TEMPERATURE: ('C)-70'C TO+SO-C (634 x 255 min) `/VV``
ANTENNA OWNER/ OPERATORS NAME, EMERGENCY 24-HOUR CONTACT NUMBER. ENCLOSURE TYPE OUTDOOR POLYCARBONATE: LL eaY-o AaRlt WEIGHT EXCL MOUNTING BRACKETS: 17.2lbs (7.8 kg)
UNIQUE IDENTIFIER FOR THE ANTENNA SITE, AND SCE EQUIPMENT CATALOG NUMBER ( )
Mobility
° FOR POLE TOP INSTALLATIONS (WHEN INSTALLING ON SCE POLES). :M0.4F'-nE 441EN90x (L'w'H)e.58"X 5.06"%10.06" 0
= e (217 -128 -255 MM] N0, OF fjGryJNCCTURS F4 % 1,3-10 ERN FEMALE
m o" 3. SIGN "A" IS TO BE MADE ON 32 MIL ALUMINUM SHEETING. METAL W/ BAKED L 2.25 Les[1.02Kc] 1452 EDINGER AVENUE,3rd FLOOR
OgryNEgC TYPE & LQ x i,3-a41 41N FEMALETUSTIN,CA 927
e ENAMEL R415Ff FREQUENCYY BANG [MHz]: 1695-23600\3550-370000\5150-5925 80 ❑
(1) NEW LUMINAIRE PER 4 8• ELECTRICAL
° UTILITY REQUIREMENTS I Y SURGE PROTECTION DEVICE(SPD)TYPE TO UL: STRIKESORS 30-A i X 4.3-40 ENN FEMALE
`o 2 I _ NJ460R OF cK[{my PrepRGl(j�- 4 (1 695-2 3600) MHz
>.a SURGE PROTECTIVE DEVICE(SPD)TYPE PER UL 1449 4TH EDITION: TYPE 2 COMPONENT
a 2 '-T O ASSEMBLY EXISTING i X 4.3-14 DIN IEMuLL
T;` NEW CURB NOTICE
o SURGE PROTECTION DEVICE SPD)CLASS TO IEC 61643-11: CLASS a (3550-3700) MHz ENGINEER.
c - (1) NEW DISCONNECT WITH INTEGRATED NOMINAL OPERATING VOLTAGE(U-) 120 v 2 k 4.3-LO DIN rEMNc.E
SURGE PROTECTION WITHIN SHROUD NOMINAL DISCHARGE CURRENT(6]PER UL 1449 4TH EOMON: 20 KA 8/20 MS (5150-5950) MHz
MAXIMUM DISCHARGE CURRENT[I-)PER IEC 61643-11 60 KA 8/20 MS
° a PLAN VIEW MAXIMUM CONTINUOUS OPERATING VOLTAGE[Ur](MCOV)150V µAX W.r� SPLEU 150 mph
c - [y VOITACE PROTECTION LEVEL[U,]PER IEC 61643-11: 7GOV
•7 VOLTAGE PROTECTION RATING(VPR): 20 KA 8/20 RADDLIE MATERAI.- ASA j
SOPPFT35'04 IrCHMl.00Y. Mau
PROTECTION MODES(DUAL MODE): LINE TO NEUTRAL.NEUTRAL TO GROUND
oa AT&T arat»I anmwRat�,°etrMctars BECHTEL INFRASTRUCTURE
NEW OMNI ANTENNA tLa'e „5 �, STTIMESM MODULES ARE CENFUAt,I Fe PIE FOL.LOWkG 914LY PROTECTIVE 09011
MOUNTED ON TOP OF ,;.i4 ra7ur1{r{kIj ReISf nq .xeeed the FCC (SPD)STANDARDS: AND POWER CORPORATION
H MOUN EDON OP SHROUD. Oc[nlx,li.}-I Fr(4) I1&1 sLL r+r9 +Tn(plilprA, #Olt[C elea-rr ]4Tl EX eTGe7-rr 20F�EEf 042171 2005
`o^ GICE CUAI: 20D�IEEE GWA!4 2W,tE0-L9-r CIMMI_AT10x Ln,WK.rTE
e a Follow safety guidelines for working In an RF I 16808 ARMSTRONG AVENUE,
_ environment 10,26' 0
SUITE 225, IRVINE, CA 92606
Contact AT&T at E00-8JB-2B22 and follow their ���
° u POLE TOP CONOEALMENT Instructions prior to performing any maintenance a
c e BY CT6WYYSMM or repairs above this potnL
o B - _) DRAWN BY: SAS
oe CautionI*lon Sign /S This AT&T eNe USID:230804 1 ti
CHECKED BY:
-Lo
MOUNTING HOLES, 'kJ REVISIONS: F
c TYP. (AS REQ'0) I I BOTTOM
REVISED TO INCLUDE
4. RF RADIATION SAFETY SIGNS SHALL BE POSTED ONLY WHEN REQUIRED BY RF 1"-14 BOLT 3 06/06/19
fSAS
b c A ENGINEERING OR LOCAL JURISDICTIONAL REQUIREMENTS- RF ENGINEERING SHALL SCE FIN MAP
E NEW LUMINAIRE AND INDICATE THE TYPE AND LOCATION OF RF RADIATION SAFETY SIGNS THAT SHALL BE 6.25" +1
1A' REVISED TO ADD CITY
o AFM TO µr'rCH POSTED WHEN REQUIRED AT A SITE. 'AT&V SHALL BE NOTIFIED IF A SIGN IS PART NO.GQ2410-06621-111(GRAY) 2 04/24/19 ASSIGNED ADDRESSH
c'a REQUIRED TO BE INSTALLED AT A SITE. PART NO.GQ2410-06621-611 BROWN ISSUED FOR FRONT $IITE BOTTOM 10Xr (BROWN) t,gP
m« a. PART NO.G02410-06621-Bl l(BLACK) 0 02/Ot/19
I rJ!5' RF SIGNAGE 5, RF RADIATION NOTICE SAFETY SIGN SYMBOLS AND COLORING MUST CONFORM PER« c TO THE ANSI STANDARD Z535.3 FOR RADIO FREQUENCY ENERGY AND CURRENT FRONT PART NO.GQ2410-06621-C11(CHROME) A 12/24/18 ISSUED FOR REVIEW PKS
FtatT RF NOTICE SIGNAGE DISCONNECT SPD 3 SPECIFICATIONS ANTENNA SPECIFICATIONS nErF`' DESCRIPTION
o� a - -
`n°a 1
LIC2N8Ep.
0 0 SICOPE LINE TO SCORE ►1NE CDNCRErE SIDlT1LK ERICSSON-REMOTE RADIO UNITS 2203/2205
(1) 2" & (2) 1" RIGID NOTICE WIDTH VARIES (NOTES 1 AND 2)
fl SOQUIr r0R PRpER AMD 7 MECHANICAL SPECIFICATIONS
5 TOP OF SIDEWALK _
0 o Fl®CR wRHIk i I RF energy emitted by this device may exceed the FCC's general OIMENStONS (wxDxH): 7.87"x7.87'x3.94",INCLUDING
.5.5 (A� public exposure limits.Stay at leas(1 foot away from the device, MOUNUNEI 9RACKF.`AND y Q
H MIN12RM PME I Ir
a£ I ti Call800-638-2822 for help it you need access within T foot a , I-1N'11tEATEG &%SE ESTHkTrC, H�17RT C9h'EA dy
c ] r MATERIAL (TYP.) 6
c; t D_ VOLUME AND WEIGHT: 4 LITRES AND < 4.5 kg I { cnTaT
C44PACTEQ TO 9I)X (9.92 lbs)
P ti AVAILABLE FROM EXCEL SIGN AND DECAL: b TREMOVE/REPAJR
MOUNTU C WALL AN0 POLE MOUKhttp://www.weneedsigns.com/hom&php?col+l135 AND CLICK ON 16a (4) 3/4"-10 DUNG X 5-MOUNT AT&T " NO CItTS THROUGH THEINTERFACE SPECIFICATIONS: qrTak L
3OLTS YATH CCURIM. NLITS 0 91`' CONCRETE SHALL BEon N01-DC-16 1"X6"NOTICE DECAL ) ANTENNA PORTS 2 x 4.3-10 F ON 9.45"BOLT CIRCLE FOR TOP ( ) EXPIRATION DATE: 09/30/2020 For 1 Fool Distance"VINYL DECAL WITH ADHESIVE BACKING ADE. CONTRACTOR SHALLMOUNT ATTACHMENT WITH (4) J/4" THE (E) CPRL 2 x 2.5/5/10 CDps
wt
1-UNC SS RHMS & (4) 3/4-CUT SQUARE CUT SECTIONS. (EXCHANGEABLE SFP
r WASHERS (BY OTHERS)- ALONG THE PROP]SEM MODULES) ISO
m°L s. ( '1(e"RF SICNAGE *,y TRENCH Pak♦i`1TY $TAtUARO OPTEk INPCATM; 5 PROJECT INFORMATION:
IReve OW ROT40E a cker edit.b2Nom orr,a
c $ front oTlhe radome of each anlenne. 2. TOP OF PULL BOX TO BE EXTCNW%t kAPA- ?
- - (1) t' CONDUIT FOR FLUSH WrFM THE VDNCAETE FIELD 1ROLMD 1
(1) COND E0. E� FJx. WALKWAY.
lee 1. GENERAL CONTRACTOR TO REVIEW AND ADHERE TO THE e, ;C':IfuEN' Ph'C C0HOUR iZ"
APPENDIX OF THE COMPLIANCE DOCUMENTATION FOR EACH SITE NWPTB_NODE OOSA
U OMNI ANTENNA DISCLAIMER LABEL CONCRETE TRENCH DETAIL ELECTRICAL SPECIFICATIONS: 7.87- 690[CSj NEWPORT CENTER DR.,
fOWER SS.9'PLr -49 w OG OR la0 -250 v AC FRONT OF
° 90, Q 0 270' NCT s! DER OUTFRA B7 WATTS µ4X rt NEWPORT BEACH,CA 92660.
t
c` a --- - -- 1. FOR POLE f DNMETE SIDEWALK UNTREATED BASE a•
a c DETAILS AND t9W WN ANTC14NA M►,7,MITED CH (NOTES 1 AND 2)- MIN. 3" MATERIAL (TYP.) MAX MAI 01S%N AT14N. PO WOLM fr
--" - 4'k FOUW.4TION SCE TOP OF CONCEALMENT SHROUD. ADP OF SI K MINIMUM AC FUSE RATING: 6 AMP
o Al+ER7N DRAWINGS
1n (1) 2-CONDUIT FOR 1 TOP
T�i t Arl,r FIBER CABLES r� BECHTEL DRAWING NUMBER
F c ti (1)NEW RADIO 2205 ;
cr WITHIN COMMSCOPE `t 26134-617-CO-0000-00682-003
(r] 1" POWER EON^FA-,MENT (2)NEW RADIO 2203 WITHIN
CONDUIT \ COMMSCOPE CONCEALMENT o
o. -- FOL1= TOP a
anETAa Last{+IRi miff2 I T^+I ��7• 7-gY 3. g#° SHEET TITLE:
E NEW FOUNDATION PER (a) O }
^� S MANUFACTURER SPECIFICATIONS
o- BY LCOMMSCOPECIXutE i i - , f EQUIPMENT DETAILS
o = (TO BE INSTALLED BY AT&T) } /
m a SSC-760236966-4
(1)NEW RADIO 2203
^' D- WITHIN COMMSCOPE If
NO CUTS THROUGH THE (E)CTD%10EALMfNT- (1) NEW DISCONNECT WfTHCONCRETE S+�kL BE IµDLCONTRACTOR SHALL REMOVE REPAIR
NDIE5: (FUTURE) INTEGRATED SURGE / $]{EE1 NUMBER
PRDTESTION RTTNIN SM[kUD THE (E) SQUARE CUT SECTIONS.Z A 1. POLE 8Y AMERON OR APPROVED EQUAL. 2.0 PVC CONDUFr 4 ALONG THE PROPOSED TRENCH PER FRONT BACK SIDE
« 2. NEW WIRING AND CONDUIT PER UTILITY
o REQUIREMENTS BOTTOM OF TRENCH CITY STANDARD
m (N) CONCRETE POLE TO 45' BEND MA% WITH 3'-0" 1. TOP OF PULL BOX TO BE
-6 s a OE !LLED J�* AF&T R+bw5 Pvt SWEEP FLUSH WITH THE CONCRETE WALKWAY.
-5
Uf�
POLE DETAIL k° CONCEALMENT DETAILS R CONDUIT STUB-UP/TRENCH DETAIL S RRU SPECIFICATIONS
c s - - ---- - --- 2 %.-A ?
n E'M row 97E
PSC+
MIN. 5-PQRT W/HIGH APPLrCWT.
RAM ANTENWS
ANTENNA OPTIONS:
AWCS/PCS/ 5GHz SINGLE ANTENNA WITH MIN. 4 PORTS
W
MID BAND (2 GHz) + 2 PORTS
HIGH-BAND (2 GHzN j,c
P dy Yy FUTURE (F)/ALTERNATE PRODUCTS
at&LL TO SUPPORTS LOW-BAND AND/OR
o + I + I t 3 3 Qk Mobility
i POSSIBILITY TO USE INTEGRATED RRU
m u x ANONNA 1452 EDINGER AVENUE,3rd FLOOR
c$ TUSTIN,CA 92780 D '
c
coo ATTACHMENT REM MANUFACTURER NO. OF ATTACHMENTS SIZE (L-AnO'j WEIGHT (LBS) ABOVE TOP OF Po a WEIGHT ATTACHED TO
SPECIFICATIONS Los SIDES OF POLE (LOS)
x
S F ANTENNA GALTRONICS I 24.9" x 10.0" 19 15 4/4 EMMFER'
0
i RRU-2203/2205 ERICSSON 4 7.9" x 7.9" x 4.0" 1 if !4 N/A rxi rx2 I 1 rx1 rx2 I AL SL' OPT
SR
c 2203 1 2205 KET
MOUNTING BRACKET COMMSCOPE (INCLUDED BELOW) N/A RRU-1 RRU-3
NOT USED I I ape bPboN�. BECHTEL INFRASTRUCTURE
aS Y ANTENNA SHROUD SSC-760236966 1 41.3" x 12.0" 5B 5S N/A RRU-1/RRU-2: 2XRADIOS
2203-4T4R PCS/BE/B25 OR AND POWER CORPORATION
o RRU SHROUD COMMSCOPE (INCLUDED ABOVE) N/A 1 , RRU/361X29RjDG5 16808 ARMSTRONG AVENUE,
e I x I I I 22AB-2T2R
Z DIPLEXER #1/A 1 rx1(N]rxz I I I B/46/5GHz. SUITE 225, IRVINE, CA 92606
2203-4T4R PCS/BE/825 OR
v E * AWS/666A
v°a OTHER: SURGE R�4TCkf' 8.58" x 5.06" x 10.08" 2.25 2.25 NfA 1 2203 I I I (LAA/UNUCENSED-FUTURE) DRAWN BY: SAS
m c PROTECTION DEVICE RRU-2 • USE OF DOUBLE BRACKETS
< —1 ,+O PSYaEp
n o TOTAL 123.25 - • CPRI CHAIN FOR ALL RRU CHECKED BY: SRR
o c
e F'8FR FBER R1v&Cks:
p e L
C
S o COh5TR1CTIOH 4EOLINEWEN1_ 3 06/06/19 REVISED TO INCLUDE 5AS
FIBER AC 6 FIBERS FRONTHAUL REQUIRED. SCE FIN MAP
E E DEMARC CUT-OFF DESIGN/SITE ACID. USING DOUBLE REVISED TO ADD CITY
u
o m0mrNG 9RA€%t;T DPM4 2 04/24/19 SRR
8 it ASSIGNED ADDRESS
n ISSUED FOR
m'
v v 0 02/01/19 VS'
c DARK RBERS SOtNCE PERMIT/CONSTRUCTION
o TO/FROM HUB A 12/24/18 1 ISSUED FOR REVIEW PKS
16 . EQUIPMENT DETAILS ON (N) POLE PLUMBING DIAGRAM (PICO) tREVI DATE I DESCRIPTION s
o ;
1
a u —
LIGfHBER'
c c i 3225'
Z XIS,
E � I 29.25'
o� dR1MORC45�.
-c Ill vA�►
o` POLYMER CONCRETE 1
17"x 30"PULL BOX ASSEMBLY '•}'
f BY:ARMORCAST PRODUCTS
COMPANY ,2 �OF C,%k1
o MECHANICAL SPECIFICATIONS EXPIRATION DATE: 09/30/2020
0 B
U
DIMENSIONS (WxLxD): 17"x30"x18" I
o r APhpO)L ww-HF: 146 rob. 1
t. (BOX & COVER)
m
m F LOAD RATING: 10K (COVER) 'I PROJECT INFORMATION.
c e ANSI FIEA. B K (BOX)(COVER) II*
o
c15/22 (BOX)
_ NWPTB_NODE 008A
e< e I N (z j ' - -t 690[CS]NEWPORT CENTER DR.,
` NOT USED FRONT OF
oa
NOT USED C�'� U� s* NEWPORT BEACH,CA 92660.
c p A 44RkINC
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c; POLYMER BECHTEL DRAWING NUMBER
_ A oxCRETI: cow t 26134-617-CO-0000-00682-003
lnTM NON-5mg
o c
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6 5 1 4 2 1 nr31b' SH
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CUSTOMEP CONDUIT TD LOAD ,SPPLICMI:
INSIDE
N FOR EQUIPMENT CITY OWNED 17x30"
INSIDE PANEL FOR MOUNTING OF
1- ISMATON SWITCH 1a' KNND "OLK IS" NEW RADIO (3) 2205 AND
2. FUSEHOLDER--BUSS I#BM6032B OR EQUIVALENT TO NEW ANTENNA, ACCEPT 13/32-INCH X 1-1/2-INCH FUSE (1) 2205 (TOTAL-4)
= 3. SINGLE-POLLS TERMINAL BLOCK FOR NEUTRAL
p!p? CONDUCTOR TERMINATION 11111
C 4. ISOLATION SWITCH, FUSE HOLDER, AND NEUTRAL _ MECHANICAL CONNECTION, TYP, �T`(V�(CQ_�
�$ TERMINAL SHALL BE LABELED BY CUSTOMER f `k Crr'^-�rr7 NEW #18 AWG TFRsNfTHWN
'G CABINET REQUIREMENTS: L h Mobility
c s 1. NEMA 3R-HINGE COVER, PADLOCKABLE r.LL____LLn �r STRANDED COPPER WORE
a 2. FUSE SPLICE BOX (FSB) SIZE 12" W x 12" H X 6" 0 - ____ 1 I iV' SINGLE LUG COMPRESSION LONG (S/0 CORD) - 1452 EDINGER AVENUE,3rd FLOOR
I 3. FSB TO BE MOUNTED ON POLE BY WAY OF MOUNTING BARREL CONNECTOR (TYP.) TUSTIN,CA 92780
a` PLATES SUPPLIED BY CUSTOMER - -_ ADDRESS
FUSE REQUIREMENTS: ;�X NEW RAYCAP DISCONNECT ti41T1{ 0
�)
1. CUSTOMER INSTALLS FUSES AND REPLACEMENT, IF INTEGRATED SURGE PROTECTION
°6 NEEDED, ONCE FSB UNLOCKED BY Cltt h `rr- --rr' PIFW GROUND BLOCK- MOUNTED UP ® ANTENNA
c' 2 FUSE RATING TOL K A,PPRDIIEO BY [STY
e° J ONE SPARE SET OF FUSES, SUPPLIED BY CUSTOMER, __LLB NEW RADIO (3) 2203 €NgIUE'ETL
APE TO BE PLACED I141DE 917 FSB AND (1) 2205 (TOTAL-4)
~ t FUSE RATING TO BE LABELED BY CUSTOMER INSIDE
ar NBTE{8 DOOR PRIOR TO ENERGIZING SERVICE E.U;T SCR.E ILIDUIT
�0 (RUN N POLE NEW #6 AWG TS/0/CORD)THWN STRANDED
`o i CU5TOMER TO NOTIFY CITY FOR APPROVAL OF FUSE LOCATION -f'B MDUNr$D TO WNISrRUT t i
.5 SPLICE BOX MOUNTING LOCATION PRIOR TO WITHIN 17x30 HAND HOLE NEW #6 THHN/THWN GREEN .� I
o INSTALLATION. PLAN VIEW STRANDED GROUND FROM
" 2. CITY PERSONNEL TO NOT117f US CROUP 11' FUSES ARE
g REPLACED. 1 4S. EQUIPMENT TO MAIN GROUND
(TYP.)-
BECHTEL INFRASTRUCTURE
e 3. ARMORED GROUND WIRE OR MINIMUM OF 1/2-INCH
` RIGID CONDUIT OR WOOD M 4. GROUND WIRE FROM POLE TTODELECTRODEING OVER GSHALL BROUND E ' 'DE AND POWER CORPORATION
N NEW �J6 THNN/THWN GREEN
`o^ ENCLOSED IN GALVANIZED RIGID CONDUIT OR rt STRANDED GROUND TO MAIN 16808 ARMSTRONG AVENUE,
EQUIVALENT MECHANICAL PROTECTION.
.z' �, SUBJECT TO LOCAL CODES/ORDINANCES WKIRE r------_11, GROUND CONDUCTOR NEW 2" PVC CONDUIT SCH-80 SUITE 225, IRVINE, CA 92606
6 AWG CU
"' 11 FOR JOINTLY-OWNED POLES, CUSTOMER TO PROVIDE -� -------- P`. NEW DISCONNECT WITH
a E POLE STEPS FOR IDENTIFIED CLIMBING SPACE UP TO I J INTEGRATED SURGE
0 8 CELLULAR ARM LEVEL. CITY TO PROVIDE POLE STEPS AS T- r PROTECTION DRAWN BY; S
REQUIRED BEYOND CELLULAR ARM LEVEL. LOWEST LEVELNEW 17"x30" PULL BOX r—
STEP SHALL NOT BE LESS THAN 7 FEET 6 INCHES. k11A1 FOR POWER/WTR (AT&T OWNED) ICHECKED BY: SiiR
a^° SPACING SHALL NOT EXCEED 36 INCHES. MECHANICAL CONNECTION TYP.CLIMBING SPACE ON POLE SHALL MEET G.O. 45 ( )
REQUIREMENTS. -_ REVISibrn5: C
`o & CUSTOMER EQUIPMENT FOR WTR TARIFF IS NOT TO BE -_ FfESM l0A FUSE, PER CITY STANDARDS r 1
g INSTALLED ON SCE SWITCH POLE. { E EXOTHERMIC WELD CONNECTION
- 9. THIS STANDARD APPUCA13LE TO WTR TARIFF ONLY. { I _ — _- I I REVISED TO INCLUDE
10.CITY CREW TO LOCK FSB WITH #203 LOCK AFTER TO NEW GROUND ROD- EXISTING OR NEW STREET LIGHTING PULL 8;7X �— _- 3 OS/D6/19 SAS
6 CU GROUND vmRE TO (CITY OWNED) SCE FIN MAP
SERVICE IS ENERGIZED THRU RF/POWER SWITCH TO + j REVISED TO ADD CITY
-° OPEN CUSTOMER CITY EMERGENCY, RF POWER / ! I I GROUND TERMINAL BLOCK NEW 5/8"0 x 8'-O" � _ 2 04/24/19 SRR
o° / f r I I WITHIN FUSE SPLICE BOX COPPER-CLAD STEEL FOR
EXISTING 120V POWER SERVICE TO EXISTING ASSIGNED ADDRESS
SHUT-OFF SWITCH WITH DUAL LOCKING DEVICE TO t ��
m« err' ACCESS r---�' i E E GROUND ROD = PULL BOX PERMIT/CONSTRUCTION
11.OPTIONAL LOCATION OF CUSTOMER'S EMERGENCY I I -I"x 6' COPPER CLAD - (SCE OWNED & OPERATED) 0 02/01/19 ISSUEDR
i 11 GROUND ROD PLACE IN FIBER BOX ONE-LINE DIAGRAM ( ICD} A 12/24/18 ISSUEDFORREVIEW PK9
AF/POWER DISCONNECT SWITCH, WITH DOUBLE LOCKING L___ .� EI GROUNDING SCHEMATIC (PICOT FEV PATE DESCRIPTION By
o m DEUCE' � I I CUSTOMER 3" CONDUIT TO
m E 12.CELL CARRIERS SHALL INSTALL A SIGN OR DECAL MAX UND EOUIP60C
n o OF WEATHER, CORROSION AND ULTRAVIOLET (UV) U SIDE VIEW ,t #
n RESISTANT MATERIALS (E.G.,MACHINE-ENGRAVED, �! f Ilrl=kyF�i
LAMINATED-PHENOUC OR REFLECTIVE SCOTCHLITE
MATERIALS) PLACED OUTSIDE THE FUSE BOX DOOR. AT ray
f E A MINIMUM, THE SIGN OR DECAL SHALL INDICATE THE ALL GROUND CONDUCTORS TO BE #6 THHN/THWN GREEN
ANTENNA OWNER/OPERATOR NAME, EMERGENCY STRANDED COPPER UNLESS OTHERWISE NOTED OR REQUIRED BY �' o
24-HOUR CONTACT NUMBER, AND UNIQUE IDENTIFIER EQUIPMENT MANUFACTURER.
OR NOC NUMBER FOR THE ANTENNA SITE. SIGNAGE fo
a= SHALL BE PLACED AT 8'-0" MINIMUM TO 11'-O" I GROUND BONDS: ALL BONDS ARE TO BE MADE WITH #6 AWG Ba_T G�NIo 2 BOLT PARALLEL inuh%.&h A i
MAXIMUM ON THE OUTSIDE OF FUSE BOX DOOR. STRANDED COPPER IN GREEN INSULATION. (ATT-TP-76416 7, am Limp ZLIl.� L3iI
g Z LABELING SHALL BE PLACED INSIDE THE FUSE BOX
io-u
6 7)
1 j 6 1 Ao
IDENTIFYING; RF/POWER DISCONNECT, AND FUSE BLOCK d1NIVER6hl �IPT
WITH AMPACITY OF FUSE IN USE 2. EXTERIOR UNIT BONDS: ALL METALLIC OBJECTS SHALL 71 INSTALL N8, 3 1/C TW CU FOR OVERHEAD. REFER TO
3 OUG AP 100. ENERGIZE THRU CLOSED PF/POWER BONDED TO THE GROUND ROD. (ATT-TP-76416 7, 12.6) - qv OkLt
SWITCH TO OPEN CUSTOMER-FUSED SKFCH.. EXPIRATION DATE: 09/30/2020 'I 5 14.ANTENNA WITH EMERGENCY RF/POWER DISCONNECT 3- GROUNDOD R : UL LISTED COPPER CLAD STEEL GROUND ROD 2 Wu LL4. CA57 "r' SPLIECR 1JA$I„PA
SWITCH MAY BE PLACED ON NON SCE POLE WHERE THERE IS VEHICULAR ACCESS TO THE POLE, THE POLE WITH MINIMUM DIAMETER OF 5/8" AND MINIMUM LENGTH OF 8 CLAMR
g FEET. ALL GROUND RODS MAY BE INSTALLED WITH INSPECTION r, IS A MAXIMUM OF 250 FEET RADIALLY, AND THE
POLE/ANTENNA IS CLEARLY VISIBLE WITH NO SLEEVES. GROUND RODS SHALL BE DRIVEN TO A MINIMUM PROJECT INFORMATION:
OBSTRUCTIONS FROM THE WIRELESS TECHNOLOGY RATE DEPTH
E T OF 30" BELOW GRADE3,OR03 INCHES BELOW FROST LINE.
(WTR) BOX LOCATION
e 6- CONTRACTOR TO SURROUND COMPLETED CONNECTIONS YATFi "U" BOLT I EIOLT PMALLEL UNIVER5AL PIPE CLAMP5 NWPTB_NODE 008A
WEATHERPROOFING TAPE OR EQUAL TO. PIPE CLAMP CAMP :+JFI
� 690[CS]NEWPORT CENTER DR.,
MD v SCE FUSE SPLICE BOX FSB) _GROUNDING NOTES MECHANICAL CONNECTIONS FRONT OF
NEWPORT BEACH,CA 92660.
NOT USED
PROVIDED B8 /—STRIKESORB 120V
PROVIDED p
PAfl1: [ERWNI4TIDH PE,1 f
sw1l€H TO PROTECTION
PULSE 1�4LER L114 PQk 41fE+T!
94
E I I I I -In BECHTEL DRAWING NUMBER
RASE ULKK I ---r L' _55 T?�L T1p1E I T7� 26134-617-CO-0000-00682-003
s x-6 I JSCONNECT SWITCH
z t r--
5 °` I I I I I YY SHF,FT fiTIF
�- e I I I ,� - CONNECTION ILILIL���JJJIII"��� �L' U
I I I FOR POWER IN
ITT
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N i a i i I -- - JUMPER GROUND
I CONNECTIONS ; GROUNDING DETAILS
I I I 10 AMP CIRCUIT I . KIN
Y $ TO CUSTOMER 1 I I BREAKERS �---DEAD -FRONT FOR
- �T� OR _-- _ -_---- (TYP. 4) - LIVE COMPONENTS
° $READER '.Y iJ l PF r*7+r TYPE NX I r(Pt,t�l] SHEET HUi�ER
E I RF/POWER r+
_v t 9WRCH CHASSIS GROUND
CONNECTION S:
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a WIRINGDIAGRAM-INSIDEFUSESPLICEBOX DISCONNECT/SURGE rkpE K 10%GR
o FSB WIRING DIAGRAM 9 7 PROTECTION RICO 13 EXOTHERMIC CONNECTIONS 3
6 5 4 3 2 1 22 1 34 b' 3K
PSG I
REV. DATE DESCRIPTION DRN. j APPR.
SPUNCAST
PRESTRESSED 4•-Imm K 5.1 TOP mom scam
tY TENDIA. x 66' HICK ASSEMBLY
MAXIMUM CONCRETE POLE LOLNRLM NUBS O 90' ON 240mm
ANTENNA SHROUD ASSEMBLY *0131 BOLT Cora rim l0r YOUHT
(� �) ATTACHkR'NT 1{16T (4) WC1-UNC SS HHIB 'F'LEVEL CONFIG CODES 'P'LEVEL CONFIG CODES
OC 4OP�ERS)� swum
INFO.
OPTION CLASS ENTRY INFO. OPTION CLASS
COATING I M;X E1
f� (4)3/4-IDLING COUKM FW COVER 66546E FVDSH
S '+ HUTS WITH S'BOLTS D 5
(it x• NoXFT- — 90'APART ON A 9.45'Dw DOOR SCR Tw BASEPLATE T.B.D.
.. LUMDWRE R ATTACHMENT PVc comx 7 rAm BOLT CIRCLE
(BY OTHERS) IN}[[ TAIL" ( ) MLL R NONE
LeDDsxxID1 E LOP CON, HOOK
s) a [LUMC& LUjAmOn ANLG D Lac
MDNH ,��HCLARIFY a� PO_ LE TOP_DETAIL CAST—IN UOO MODSX300 S1D�.
Bm (2) 1/2"-13UNC x (t6) 12-LG. SS CABLE TIES CAST-IN MCO T.B.D. ,P
t-1/2-LC 1B'D.C. FULL LENGTH
S.S. COUPLINGS CAST-IN MOD (1) SUPPORT UP 30'
(MODSX300) 1'(NOY.� I STRUCT MOD WOW
1120V POWER
FB 6'■ 3/B-■ I1' 6 (NOEL. (AS REO'D)
POLE .. C ALLOY Bost 300mtn NON-TAPERED BASE PLATE ROUND POLE
OVERALL POLE
LENGTH -1/2' t I/T6- POLE OVERALL ULTIMATE POLE
zF4 DESIG— HEIGHT POLE BOLT BASE G.L. MOMENT WEIGHT
„ ABOVE CIRCLE O.D.
NATION GRADE LENGTH (ft—Ube) (Ibs)
9POLE
' # 1/16-
HEIGHTE BP30OX09 29'--3" 1 29'-6' 17" 11-13/T6" 76.500 2.900
GRADE r I POLES REOUIREO om-,T QZ.LINCLUDINO CONDUIT WFTH A I!'WAL L URACKET
ARM, ALLOY 6II83
TAPERED ALUYRIUM `} ALUNNUM ELLIRTWAL ARM(PIN:LAEBI Al 6 TAMERPROOF WRENCH fPM:4$128E1
'-r N� ( -
29'-11' 1.1 OFZ` S.STL HEX
* 1• ,*; 9N#Gf HARM T �LOCR1fb16pNS T, 1. MIX(815Q:SCE BLACK 3 WHITE,LIGHTLY EXPOSED AGGREGATE FINISH WITH AMERSHIELD
LUMINABNE 11 3 ANTI-GRAFFITI COATING
NCk ':In.� i 4
HEIGHT PQ�E CON�EE�TI�N ,x 2. ASTM C-150 TYPE III GRAY CEMENT.
} 3. PC®28 DAYS-7,000 PSI,USING SPUN CYLINDER TEST.
++ 4. Pc®28 DAYS a 5,203 PSI,USING ASTM C-31 CYLINDER TEST.
+t LUMINAIRE S. POLES MANUFACTURED PER ASTM C-1039-13 SPECIFICATIONS.
•t1,
ELEC. WILDS. PROTECTIVE COAT EXPOSED P.C.WIRES AT POLE ENDS.
+ AMERDN I.D. TAD O 0 7. DUE TO THE NATURE+l CHARACTERISTICS OF CONCRETE,SIDE MOUNT SPACING DIMENSIONS
_ CAN ONLY BE TAKEN TO THE NEAREST 118 INCH.
:4 N. INTERNAL SEPARATE ELECTRICAL CONDUIT FULL.POLE LENGTH TO BE FURNISHED AND
3'X 7" HANDHOLE WITH
+, CAST ALUMINUM FRAME d RADIO TRANSMIrTE& ADAPTER. INSTALLED BY MANUFACTURER. INTERNAL ELECTRICAL WIRES FOR ANTENNA AND RADIOS
FLUSH COVER O 0' (1)CONDUIT SHOWN R• Cl.A WIRES. COA), ON TO BE SEPARATED FROM LUMINAIRE WIRES.
COVER TO BE ATTACHED FOR CLARITY, J095ITE. (BY OTHERS). 9, THE POLE DEPICTED IN THIS DRAWING IS DESIGNED TO WITHSTAND THE LOADS IMPARTED BY
POOR TO TAMPERPROOF
(1IPYENi)1� (2)TYPICAL POLE TOP CUT-AWAY DETAIL A WALL BRACKET ALUMINUM ARM(NOT TO EXCEED 6'OFFSET,31 SO.FT EPA,30 LES)WITH
SCRETFS THE ARM HOLDING A DOWNWARD FACING AREA OR PENDANT LUMINAIRE(NOT TO EXCEED 2.5
[121 9mm PRESTRESSING SO.FT.EPA,50 LBS.),3 A CYLINDRICAL 12"x 66"L.G.ANTENNA SHROUD CENTERED NO HIGHER
71 T i STEEL%lRE.ASTM A-421 THAN 2.5 FT ABOVE POLE TOP(NOT TO EXCEED 6.10 SO.FT EPA,230 LOS.)AS DESIGNED PER
NODSX.W) MA UVA xlobwq. THE 2015 CALIFORNIA BUILDING CODE&ASCE 7.10 USING A 110 MPH WIND ZONE(3-SECOND
QUM LINE ���� (I.D.TAG
[ ADDITION NON-TENSRNN WIRES GUSTS).TWIST NL SWAY HAVE NOT BEEN CONSIDERED.SEISMIC VALUES S.-1.965&Sin 0.727.
1, y (4) 1-1/2-411� Ir 4W ANDMR BOLTS 1: '(1) 2B FT Y NPS PVC RIGID PLEASE CONTACT 6 ADVISE MANUFACTURER IF INTENDED LOADING EXCEEDS THESE VALUES.
'•' '^' �' EALH WTH Nct HUNTS Nc 2 AF _ CONDUT
:•=yLi �, wASNefls F1554 Ck4N
(1) CONDUIT SUPPORT
k GALVANIZEO BOLTS ON A 17'DA r „ ASSEMBLY FORMED BY 2)
?�
BOLT CIRCLE (P/N: T.B.D.) 2-1/2'MPS X 6'LG PVC
- f CONDUIT PIECES. EACH
.�. •- '.' ' '` h SPIRAL STEEL
+ ATTACHED TO(2)PC WIRES
2"RIGID CON" AT 3' PITCH w WITH (2)12'LG. SS CABLE
Irn A A-IOU ` TIES(CTU SSP12-HD).
m HAHOHOLE k NIER 2'CONDUIT ATTACHED TO _
CONDUIT SUPPORT Yr SUPPORT ASSEMBLY AND PC
•3s.f -FOUNDATION DESIGN (BY OTHERS)" ASSEMBLY WIRES BY ENCIRCLING THE APPROVED BY OATF
•`�... SEE PROJECT SPECS FOR REWIRED ,`�, CONDUIT SUPPORT. (4)PC
� BASE SIZE ALONG WITH CONDOR SIZING HHSECTION& WIRES AND THE CONDUIT MTH BECHTELIAT8tT
AND OPo IOH ENTATS REQUIRED POLE ORIENTATION (2)20'LG. SS CABLE TIES
�Cr�rl� � ( ) {cN SSP2o-fro)
+' ` �� (4) 1-3/4- DVL HOLES TUC .. Y NPS PVC CONDUIT COUPUNO SOUTHERN CALIFORNIA
EQUALLY SPACED O 97
APART ON A TO 17' Dt4, q QED WnHs�Coym
SS BP30OX09 POLE WITH SINGLE V ARM
16-SQ. BOLT CIRCLE r% 1/4-20 SCREWS WITH WIRE WAYS FOR POLE MOUNTED RADIOS
. ,.3I�' K
CAW. STEEL NMfF r '` 24' LC.. 2' NPS FLEXIBLE
A+�1ti A-36 PVC PIPE, JOINED TO R1dD THIS DOCUMENT CONTAINS IWORMtTION WHICH IS PROI` TARY TO NATIONAL CMWELL VARCO.1T SHALL NOT BE
FOR REFERENCE ONLY CONDUIT PRIOR TO POLE REPRODUCED.USED OR DISCLOSED TO ANYONE WfTHOVT THE PRIOR WRITTEN PERMISSION OF NATIONAL OILWELL VARCO.
w
SH'PiiE7ST
y � L0.tLI'rE'IDkY�
SDN: 26134-617-CO-0000-00682-003 (N,� Y DRAWN: A.F. DATE: 03/02/2018
gpyg per, pNq(�S SECTION A-A - '���' ,� SCALE' DWG. NO. REV
SHEET: UD-1 N.T.S. 1803-007
CiW�Y.iY f.14r GfA!y= ay4�PR,f,FRD W'.�'�4x"q d Y-`.•du.,l.n R!1 �-
..-.luC ur-
APPl.CM.
{"r�N€RA1. F#OTES=
1. DRAWINGS PROVIDED HERE ARE NOT TO SCALE AND ARE INTENDED TO SHOW OUTLINE ONLY.
`0 2. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL HAVE 4,000 PSI STRENGTH AT 28 DAYS UNLESS
p NOTED OTHERWISE ON DRAWINGS. ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318 CODE C9 ����
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
HIGH STRENGTH BOLTS SHALL BE USED FOR ALL PRIMARY STRUCTURAL CONNECTIONS, UNO. ALL HIGH
m a° STRENGTH BOLT ASSEMBLY COMPONENTS SHALL BE IN ACCORDANCE WITH DIMENSIONAL REQUIREMENTS OF 1452 EDINGER AVENUE,3fd FLOOR
<< ANSI/ASME B18.26. HIGH STRENGTH BOLT ASSEMBLES SHALL BE FURNISHED AS FOLLOWS: TUSTIN,CA92780 D
5.1 BOLT, TYPE i, IN ACCORDANCE WITH ASTM F1554.
g 5.2 WASHER, TYPE I, IN ACCORDANCE WITH ASTM F436.
°L 5.3 STRUCTURAL NUTS: ASTM A563
a w 6 WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1/D1.1M "STRUCTURAL WELDING". WELD FILLER MATERIAL
E c SHALL HAVE MINIMUM YIELD STRENGTH OF 58 KSI AND MINIMUM TENSILE STRENGTH OF 70 KSI AND SHALL BE ENGINEER:
COMPATIBLE WITH THE BASE METAL.
^'0 7 WELDING SHALL BE 1/4" CONTINUOUS FILLET WELD UNLESS NOTED OTHERWISE.
c't
o
u
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m
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BECHTEL INFRASTRUCTURE
iU
5= (4) 1-1/2"0 x 48" ANCHOR BOLTS EACH AND POWER CORPORATION
$= WITH (2) HEX
S5NUTS
AN (2) WASHERS:
AASTM
17"0 16808 ARMSTRONG AVENUE,
BOLTS SUITE 225, IRVINE, CA 92606
BOLT CIRCLE (BY MANUFACTURER AND LOCATE
o LIGHTPOLE AND BASE PER MANUFACTURER'S SPECIFICATIONS)
PLATE (BY MANUFACTURER) 1/4" WASHERS ORAWN B Sh3
0 0
4'-D` CHECKED BY, RRk
�0 PLATE, ASTM A4" TH . GALV. STEEL
2 CONCRETE CAP OVER
1�3 K
/ I I I I FOOTING p€'rstoR�: C
'g t 2 �� --36 (3)—#4 TIES IH fOP 5" REVISED TO INCLUDE
t E � [ I I I I I 1 3 06116/11 SCE FIN MAP SAS
o 2 04/24/19 REVISED TO ADD CITY SRR
�' --CONCRETE FOUNDATION I ASSIGNED ADDRESS
m£ ■ f'c = 4,500 PSI 0 02/01/19 ISSUED FOR ,rSP
o — PERMIT/CONSTRUCTION
o m p 1 O.D. OF I I I A 12124/18 ISSUED FOR REVIEW PKS
c I I I LIGHTPOLE (FIV RE}' DATE DESCRIPTIONBy
o c — OTHERS) -
n }0 t
6-3/8"0 I D. LICENSER
Ci o T�
E a o E!RACEWAY 3 I I I RIGID CONDUITS,
o€ 1-3/4" THK. GALV. $1 w — (1)-2"0 AND
=.5 3„ O PLATE, ASTM A-36 a — — (2)-1"0
FC—LR7 A.
0I (1) 2"0 AND (2) 1"0 CONDUITS
o e RIGID CONDUTF
(4) 1-1/2"0 ANCHOR TIE5 AS SHOWN
o rn BOLTS (BY MANUFACTURER) ^
r
o i rl ii
U
o g BOLT CIRCLE 0 a 1 T" #7 VERTICAL RE-BARS -
L
TYP., TOTAL (8) -
m #7 VERTICAL RE—BARS PROJECT INFORMATION:
S PLAN VIEW 4--O" TYP., TOTAL (a)
'
SQUARE
a NWPTB_NODE 008A
SECTION VIEW 690[CS]N FRONT OF NTER DR.,
i NEWPORT BEACH,CA 92660.
ma
is c
2 BECHTEL DRAWING NUMBER
o s
`o
26134-617—CO-0000-00682-003
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m c t
m �P
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a— POLE FOUNDATION DETAILS A
N FOR REFERENCE ONLY (BY OTHERS)
® � FOUNDATION DETAIL
PROVIDED BY:—DCI PACIFIC AIFIC WORKS SI I�Z N'Jkyl2 R:
ter=
Um it
a NEW POLE FOUNDATION DETAILSUD 2 _j
.3 .
,APPLE Wf --
75 KIP FOR REFERENCE ONLYSIGN -
35 MPH ACING - 100' SDN: 26134-617-CO-0000-00682-003 - -
SIGN SPACING - 250'
TAPER - 245' SHEET: T P-1 �. aut
TAP
BUFFER - 150' (MAX ALLOWED) Monlrry
CONE SPACING - 35' (TAPER/BUFFER)- 17' (CONFLICT ZONE) N o ra P-60_d\IV A" o pe wa I u r)
S .�t 1452 EDINGER AVENUE,3R D FLOOR
TUSTIN,CA 92780
1-bQRSUNC ol 616l VYMI%(
EN41NEfR:
_( DCI PACIFIC
{ — ft � s (cr e CJ �S- (�+D I I CePd �C V13 L� r' ° �� AIEIC WORKS
°A W '
Q" +wowornire 4 nouw,n I twioi ter.
w.xrloa�arr
CHECKED BY: B':r
25(Y -
NTA —
SA ;g MPH p
- _ l 30 r
_ 150, UFFER A 06/19/18 90% CONSTRUCTION HN
S�NpOvr( MAX LLOWED REV DATE DESCRIPTION 9Y
PSH10N �61+ W 11 _1 sC 11 (MOD) ucd,e�a:
F 245'TAPER
w2�'S Rj h 1* �S�o � DO }
100' ��5
vi �Ff1. I1f09 T
100' 0\4
Vk,
�
q �olacT.foae+Aml+
hh� c � I�•Vlless U I y v m5e apprin<d b� ��pe DW�Cf� NWPTB NODE 008A
J4 1_ CRAN_RLOS_CYLA3_008
POLE ID#
USID#
CONSTRU TION WORK SCHEDULE: NEWPORT BEACH, CAR92660
NOTES:
+1 + DAYS OF THE WEEK: MONDAY - FRIDAY
CONTRARIGHT LANE CLOSURE THE STARTCQFR TO k OFIF I:$_ Ip�4N1'$ N AkPROJECT SITE PRIOR TO HOURS OF WORK: .00AM - 3:00PM — -
1�7V�f TOTAL DURATION: 30 DAYS ��*`
REF: 2016 WATCHBOOK - 13TH EDITION - PAGE#45 �W?_2. CONTRACTOR TO PROVIDE ACCESS FOR P DESTRIANS AT ALL TIMES. I
-
_ _ TRAFFJC CONTROL PLAN
TEMPORARY TRAFFIC SIGNS: LEGEND, SCALE
PROJECT FLASHING wu,eE�r
ROAD BIKE LANE RIGH7LANE BIKE IDEWALKCLO D RIGHT LANE SIGN FLAGGER SITE .,., ARROWBOARD - --
WORK CLOSED CLOSED LANE C OSED CROSS HERE MUST ROAD WORK
AHEAD AHEAD AHEAD CLOSED TURN RIGHT TO*-AWAY
SCONE H BARRICADE rS rR SI `L NAL T,A.N.S.A.T, NO STUP.ING 01 OF 01
W20-1 W20-5(BK) W11-1 W20-5(RT) �-E3@( K}�A�(� C30(CA) W4-2(RT) R9=TIA(LT) R3-7(RT) R9-3A G20-2 ANY TIME
C�o(DI VF