HomeMy WebLinkAbout20190731_PLANS SITE NAME: BEACH_006
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SITE NUMBER: CRAN RLOS BEACH 006
1452 EDINGER AVE.
PROJECT: CRAN/ SMALL CELL TUSTIN,CA 92780
USID: 188457
PACE: MRLOSO45664 ER�
APPROVALS IC550N
330 COMMERCE,STE.200
THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS&AUTHORIZE IRVIN E,CA 92602
THE SUBCONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN.ALL
DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT&MAY IMPOSE e
CHANGES OR MODIFICATIONS.
at&t
APPROVED BY: INITIALS: DATE:
AT&T RF ENGINEER: UAR�D
AT&T OPERATIONS:
WIRELESS J
PROJESITE CT ISITION MANAGER:
MANAGER: POLE TYPE: (N) CONCRETE LIGHT POLE SAN CALL! AVAN2AD2
PROJECT MANAGER: 8M1 n�'^M G Y2R78(YIY)8i1-0BTA
ZONING VENDOR:
LEASING VENDOR: POLE ID #: ID T B D
CONSTRUCTION MANAGER: DO NOT SCALE DRAWINGS
A/E MANAGER: DRAWN BY: AP
SITE ADDRESS: 1051 [CS] WEST BALBOA BLVD. SUBCONTRACTOR
&SHALL REPRIMMEDIATELY WITHTNOTIFY THE WORK ORBERWWNSIBL OF ANY
IOR SAME
ON
PROPERTY OWNER:
DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. CHECKED BY: MM
UTILITY MANAGER:
(SLC0417/0416), NEWPORT BEACH , CA 92661
PROJECT DESCRIPTION CONSTRUCTION DRAWING
AREA MAPS
AT&T PROPOSES TO INSTALL A NEW WIRELESS INSTALLATION LOCATED IN THE PUBLIC RIGHT IF USING 11"z17"PLOT,DRAWING WILL BE HALF SCALE
OF WAY TO(N)CONCRETE LIGHT POLE. VICINITY MAP LOCATION MAP E 07/18/19 100%CONSTRUCTION
D 01/08/18 100%CONSTRUCTION
THE SCOPE WILL CONSIST OF THE FOLLOWING:
°+r DRAWING INDEX C 12/18/17 100%CONSTRUCTION
i B 12/11/17 95%CONSTRUCTION
` AT&T TO REMOVE (1) EXISTING CONCRETE STREETLIGHT ti _ �-+,�. �'
` AT&T TO INSTALL (1) 29'-3"CONCRETE STREETLIGHT _ - A 11/22/17 90%CONSTRUCTION
AT&T TO INSTALL (4) NEW AT&T REMOTE RADIO UNITS ` SHEET NO: SHEET TITLE
` AT&T TO INSTALL (1) NEW AT&T OMNI-DIRECTIONAL ANTENNA •+ r(fj,(, F REV DATE DESCRIPTION
` AT&T TO INSTALL (1) NEW AT&T ANTENNA SHROUD �} f i T-1 TITLE SHEET
` AT&
T TO INSTALL (2) NEW AT&T 2"POWER/FIBER RISER
` AT&T TO INSTALL (1) NEW AT&T 2"COAX RISERS GN-1 GENERALNOTES
` AT&T TO INSTALL (1) NEW DISCONNECT i� A-1 SITE PLAN
` AT&T TO INSTALL (1) NEW HANDHOLE
.y A-2 ELEVATIONS
' A-3 ELEVATIONS
.. A4 SITE IMAGE y�,A• Wy' e�
PROJECT SITE INFORMATION D-1 DETAILScs
Sl l E, �SI TE 1 z
p�gL1 C�3�GF17�pF WWppyy _ S-1 POLE DETAILS
PUBLIC/PRIVATE: 1051`8 WEST BALBOA BLVD. I S-2 POLE FOUNDATION DETAILS
ADDRESS: (SLC0417/0416),NEWPORT BEACH,CA
g�gg� E-1 ELECTRICAL DETAILS
APPLICANT: AT&T Lr g9 TCP-1 TRAFFIC CONTROL PLAN OF CA��E
ADDRESS: 1452 EDINGER AVE
TUSTIN,CA 92780 I ��
LATITUDE(NAD 83): 33.605735 W g4
LONGITUDE(NAD 83): -117.914722 �••,:t.:
LAT/LONG TYPE: NAD-83 -
GROUND ELEVATION(NAVD 88) ±7.7T El 84v
JURISDICTION: CITY OF NEWPORT BEACH CODE COMPLIANCE
CURRENT ZONING: PUBLIC RIGHT OF WAY IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS HEY
ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROPOSED USE: UNMANNED TELECOMMUNICATIONS - _ ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
POWER COMPANY: SCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE
ADDRESS: 2131 WALNUT GROVE LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE PLANS IS TO BE
ROSEMEAD,CA 91770 N ) CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES.
1. 2016 CALIFORNIA ADMINISTRATIVE CODE SITE ID:BEACH 006
® 2. 2016 CALIFORNIA BUILDING CODE —
3. 2016 CALIFORNIA ELECTRIC CODE
4. 2016 CALIFORNIA MECHANICAL CODE 1051 [CS]WEST BALBOA
PROJECT TEAM ®w� 5. 20 CALIFORNIAPLUMBINGCODE I BLVD.(SLC0417/0416)
S 6. 206CALIFORNIAFIRECODE NEWPORT BEACH,CA,92661
•'I�o„• •� 7. ANY LOCAL BUILDING CODE AMENDMENTS TO THE ABOVE
8. CITY/COUNTY ORDINANCES
PROJECT MANAGER: ENGINEER: HANDICAP REQUIREMENTS:
M SQUARED WIRELESS M SQUARED WIRELESS DRIVING DIRECTIONS D I G ALERT FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.HANDICAPPED ACCESS
1387 CALLE AVANZADO 1387 CALLE AVANZADO SHEET TITLE
SAN CLEMENTE,CA 92673 SAN CLEMENTE,CA 92673 NOT REQUIRED IN ACCORDANCE WITH CALIFORNIA ADMINISTRATIVE STATE CODE
PART 2,TITLE 24,CHAPTER 116,SECTION 1103B.
SAC20NING/PERMITTIN2: SENIOR TECHNICAL PROJECT MANAGER: DIRECTIONS FROM AT&T OFFICE DESTINATION WILL BE ON THE LEFT. TITLE SHEET
M SQUARED WIRELESS AT&T Dig Alert
1387 CALLE AVANZADO 1452 EDINGER AVE. DIRECTION ARE TAKEN FROM 1051[CS]WEST BALBOA BLVD. O GENERAL NOTES
SAN CLEMENTE,CA 92673 TUSTIN,CA 92618 1452 EDINGER AVE. (SLC0417/0416),
TUSTIN,CA 92780
RF ENGINEER: CONTACT:OMAR MERE NEWPORT BEACH,CA 92661 KnowwhaCs below.
AT&T PHONE:(562)293-6429 1. TURN LEFT ONTO EDINGER AVE 0 Call before you dig. SHEET NUMBER
1452 EDINGER AVE. EMAIL:OM5039@ATT.COM 2. TURN LEFT TO MERGE ONTO STATE ROUTE 55 S THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.A TECHNICIAN WILL
3. MERGE ONTO STATE ROUTE 55 S CALIFORNIA SOUTH VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE.THE PROJECT WILL NOT -
TUSTIN,CA 92618 4. CONTINUE ONTO NEWPORT BLVD Call Two Working Days Before You Digl RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE;NO SANITARY
CONTACT:KARLO DAVINAGRACIA 6. CONTINUE
U TOU T AT 9TH BOA BLVD $11 800-227-2600
PHONE:(714)566-7310 SEWER SERVICE,POTABLE WATER,OR TRASH DISPOSAL IS REQUIRED AND NO
EMAIL:KD270J@ATT.COM COMMERCIAL SIGNAGE IS NEW.
Q NEW ANTENNA GROUT OR PLASTER T T TELCO RUN
1. THE FACILITY IS AN UNOCCUPIED DIGITAL TELECOMMUNICATION FACILITY.
5/8"X 10'-0",CU. GND ROD IN 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A DIAGRAMMATIC
EXISTING ANTENNA 0 (E) BRICK T E POWER/TELCO RUN TEST WELL 30" MIN. BELOW GRADE. OUTLINE ONLY, UNLESS NOTED OTHERWISE. THE WORK SHALL INCLUDE FURNISHING
/ MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE ����
® GROUND ROD ® (E) MASONRY e CHEMICAL GROUND ROD ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS.
—°-0 GROUNDING CONDUCTOR (XIT GROUND ROD)
rr GROUND BUS BAR CONCRETE 3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS SHALL VISIT THE JOB
SITE AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD CONDITIONS .
CADWELD CONNECTION AND DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS
• MECHANICAL GRND. CONN. EARTH GROUNDING CONDUCTOR SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES ARE TO 1452 EDINGER AVE.
BE BROUGHT TO THE ATTENTION OF THE IMPLEMENTATION ENGINEER AND TUSTIN,CA 927$O
GRAVEL MECHANICAL CONNECTION ENGINEER PRIOR TO PROCEEDING WITH THE WORK.
■ CADWELD -------- CONDUIT UNDERGROUND
4. THE CONTRACTOR SHALL OBTAIN, IN WRITING, AUTHORIZATION TO PROCEED
® PLYWOOD HALO GROUND CONNECTION BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED OR IDENTIFIED BY
R GROUND ACCESS WELL THE CONTRACT DOCUMENTS. -
SAND FUSE, SIZE AND TYPE AS INDICATED. CIRCUIT BREAKER 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN -
fL -
�E ELECTRIC BOX ® ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY WOOD CONT. 0� SAFETY SWITCH, 2P-24OV-60A WI FUSES, NEMA 3R INDICATED OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS TAKE
Q TELEPHONE BOX WOOD BLOCKING
ENCLOSURE, SO D CATALOG NO. H222NRB UTILITY METER BASE PRECEDENCE. E R I CS SO N
�
MANUAL TRANSFER SWITCH, 2P-24OV-200A, NO FUSE, 6. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT
STEEL �� NEMA 3R ENCLOSURE ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. 330 COMMERCE,STE.200
0 LIGHT POLE ® TRANSFORMER CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS,
CENTERLINE LIGHTING FIXTURE, FLUORESCENT, 10.94"x 4'-0", 2/40W, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC IRVINE,CA 92602
O AND. MONUMENT SURFACE MOUNTING TYPE, HUBBELL LIGHTING CATALOG AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. MECHANICAL AND
® OWSW232T ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE
PROPERTY/LEASE LINE IT] STEPDOWN TRANSFORMER MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE
LIGHTING FIXTURE, FLUORESCENT, 10.94"x 8'-0", 2/95W, JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS.
SPOT ELEVATION MATCH LINE SURFACE MOUNTING TYPE, HUBBELL LIGHTING CATALOG
#TWSM232T ® RECEPTACLE, 2P-3W-125V-15A, DUPLEX, 7. THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE
LIGHTING® FIXTURE, HIGH PRESSURE SODIUM, 1/70W,WALL GROUND TYPE, HUBBEL CATALOG#5362 BEST SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE SET POINT FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND
WORK POINT MOUNTING TYPE, HUBBELL UGHTING CATALOG #NRG-307 PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE r7
OR 1/50W, HUBBELL LIGHTING CATALOG #NRG-121 S TOGGLE SWITCH, iP-125V-iSA, CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE IMPLEMENTATION M SQUAR r■3p
Al REVISION - - - - - GROUND CONDUCTOR EXIT SIGN,THERMOPLASTIC LED, SINGLE FACE, UNIVERSAL HUBBELL CATALOG#HBL 1201CN ENGINEER AND WITH THE LANDLORD'S AUTHORIZED REPRESENTATIVE. WIRELESS
MOUNTING,W/BATTERY PACK, HUBBELL LIGHTING CATALOG
#PRB SVIP TOGGLE SWITCH, 1P-120V-15A, "WP" B. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED AND FIRE 1367 CALL! AVANZADO
O GRID REFERENCE A COAXIAL CABLE COMBINATION, EXIT SIGN & EMERGENCY LIGHTING, CODE APPROVED MATERIALS. •AN CLEMENM CA 028, (p� M4024
e ou OVERHEAD SERVICE IXR HUBBELL UGHTING CATALOG#PRC O IONIZATION SMOKE DETECTOR W/ALARM 9. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN
DETAIL REFERENCE CONDUCTORS HORN &AUXILIARY CONTACT, 120 VAC, 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE
EMERGENCY LIGHTING, 2/5GW, HUBBELL UGHTING CATALOG GENTEX PART NO. 710OF PROJECT AREA DURING CONSTRUCTION.
X CHAIN LINK FENCING #HE6-50-2-R91
� 10. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS
X\ —�m�w—ow°w— POLE MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH
ELEVATION REFERENCE OVERHEAD TELEPHONE/OVERHEAD POWER ^ MOUNTING
FIXTURE, INCANDESCENT, 1/100W,WALL MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK.
I LJ MOUNTINNTING TYPE, HUBBELL UGHTING CATALOG
#BRH-100-06-1 (N) POLE MOUNTED XFMER DRAWN BY: AP
� OVERHEAD TELEPHONE LINE 11. REPRESENTATIONS OF TRUE NORTH, OTHER THAN THOSE FOUND ON THE PLOT OF
SURVEY DRAWING (SHEET LS1 OR SHEET , SHALL NOT BE USED TO
TRUE
SECTION REFERENCE � UGHTING FIXTURE, HALOGEN, QUARTZ, 1/300W, HUBBELL � (E) POLE MOUNTED XFMR IDENTIFY OR ESTABLISH THE BEARING OF TRUE NORTH AT THE SITE. THE CHECKED BY: MM
OVERHEAD POWER LINE UGHTING CATALOG #QL-505 CONTRACTOR SHALL RELY SOLELY ON THE PLOT OF SURVEY DRAWING AND ANY
SURVEYOR'S MARKINGS AT THE SITE FOR THE ESTABLISHMENT OF TRUE NORTH,
E POWER RUN (N) PAD MOUNTED XFMER AND SHALL NOTIFY THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK IF
LIGHTING FIXTURE, 1/175W. METAL HALIDE, HUBBELL CAT ANY DISCREPANCY IS FOUND BETWEEN THE VARIOUS ELEMENTS OF THE WORKING
F/P FIBER/POWER RUN #MIC-0175H-336 DRAWINGS AND THE TRUE NORTH ORIENTATION AS DEPICTED ON THE CIVIL
(E) PAD MOUNTED XFMER SURVEY. THE CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY FAILURE TO
O 5/8"X 10'-0",CU. GND ROD 30"MIN. BELOW GRADE. NOTIFY THE ENGINEER.
12. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING
IMPROVEMENTS, PAVING, CURBS, VEGETATION, GALVANIZED SURFACES, ETC., AND E 07/18/19 100%CONSTRUCTION
ABBREVIATIONS 'I UPON COMPLETION OF WORK REPAIR ANY DAMAGE THAT OCCURRED DURING
CONSTRUCTION TO THE SATISFACTION OF AT&T. D 01/08/18 100%CONSTRUCTION
13. KEEP GENERAL AREA CLEAN, HAZARD FREE,AND DISPOSE OF ALL DIRT, DEBRIS, C 12/18/17 100%CONSTRUCTION
A AMPERE EMT. ELECTRICAL METALLIC TUBING MTO. MOUNTED T.O.F. TOP OF FOUNDATION RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE B 12/11/17 95%CONSTRUCTION
A.B. ANCHOR BOLT E.N. EDGE NAIL MTG. MOUNTING T.O.P. TOP OF PLATE (PARAPET) PROPERTY. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS,
AC ABOVE ENCL. ENCLOSURE MTL. METAL T.O.S. TOP OF STEEL A 11/22117 90%CONSTRUCTION
AC ALTERNATE CURRENT AIR CONDITIONER ENG. ENGINEER MTS. MANUAL TRANSFER SWITCH T.O.W. TOP OF WALL DUST OR SMUDGES OF ANY NATURE.
ACCA ANTENNA CABLE COVER EMBLY EQ. EQUAL N NEUTRAL TYP. TYPICAL REV DATE DESCRIPTION
ADD'L ADDITIONAL EXST.(E) EXISTING (N) NEW U.G. UNDER GROUND 14. PENETRATIONS OF ROOF MEMBRANES SHALL BE PATCHED/FLASHED AND MADE
A.F.F. ABOVE FINISHED FLOOR EXP. EXPANSION NEEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOC. U.L. UNDERWRITERS LABORATORY INC. WATERTIGHT USING LIKE MATERIALS IN ACCORDANCE WITH NRCA ROOFING
A.F.G. ABOVE FINISHED GRADE EXT. EXTERIOR N0.(�J) NUMBER UMTS UNIVERSAL MOBIL TECH. SYS. (3G MOBILE TECH.) STANDARDS AND DETAILS. CONTRACTOR SHALL OBTAIN DETAILING CLARIFICATION
AIC AMPERE INTERRUPTING CAPACITY FAB. FABRICATION(OR) N.T.`. NOT TO SCALE U.N.O. UNLESS NOTED OTHERWISE FOR SITE-SPECIFIC CONDITIONS FROM ENGINEER, IF NECESSARY, BEFORE
ALUM. ALUMINUM FAC. FACTOR OBIF OPTICAL BASEBAND INTERFACE V VOLT PROCEEDING.
ALT. ALTERNATE F/A FIRE ALARM OR OVERHEAD VAC VOLT ALTERNATING CURRENT
ANT. ANTENNA F.F. FINISH FLOOR O.C. ON CENTER V.I.F. VERIFY IN FIELD
APPROX. APPROXIMATELY F.G. FINISH GRADE OPNG. OPENING W WATT OR WIRE 15. BEFORE ORDERING AND/OR BEFORE FABRICATING/CONSTRUCTING/INSTALLING ANY
ARCH. ARCHITECTTURAL FIN. FINISH(ED) P POLE WD WIDE(WIDTH) ITEMS, VERIFY THE TYPES AND QUANTITIES. IQIi�
AT. AMPERE TRIP FLR. FLOOR P/C PRECAST CONCRETE W/ WITH -'Y
AWG. AMERICAN WIRE GAUGE FLUOR FLUORESCENT PCs PERSONAL COMMUNICATION SERVICES W/0 WITHOUT 16. CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE AND �,�' A w7jq
BATT. BATTERY FDN. FOUNDATION PH PHASE W . WOOD PAGER, AND KEEP SAME ON SITE WHENEVER PERSONNEL ARE ON SITE. ar 90
BD. BOARD F.O.C. FACE OF CONCRETE PLY. PLYWOOD W.P. WEATHERPROOF C5 47
BLDG. BUILDING F.O.M. FACE OF MASONRY PNLBD PANELBOARD WT. WEIGHT i
BLK. BLOCK F.O.S. FACE OF STUD PPC POWER PROTECTION CABINET XFER TRANSFER 17. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE SITE
BLKG. BLOCKING F.O.W. FACE OF WALL PRC PRIMARY RADIO CABINET XFMR TRANSFORMER AND NOTIFY THE PROJECT MANAGER OF ANY DISCREPANCIES BEFORE STARTING
BM. BEAM F.S. FINISH SURFACE PRI PRIMARY XLPE CROSS-LINK POLYETHYLENE ANY WORK.
B.N. BOUNDARY NAILING FT.(') FOOT (FEET) P.S.F. POUNDS PER SQUARE FOOT CENTERLINE
BR. BRANCH FTG. FOOTING P.S.I. POUNDS PER SQUARE INCH E PLATE, PROPERTY LINE 18. CONTRACTOR TO PROVIDE COMPLETE SET OF AS BUILT DRAWINGS WITHIN 10 OF CAUf
BRKR. BREAKER FU FUSE P.T. PRESSURE TREATED WORKING DAYS OF PROJECT COMPLETION.
BTCW. BARE TINNED COPPER WIRE G GROUND PWR. POWER (CABINET)
BTS. BASE TRANSMISSION SYSTEM GR GROWTH (CABINET) CITY. QUANTITY NOTES FOR EXISTING AT&T CELL SITES: 19. CONTRACTOR IS TO EXCAVATE 6" BELOW EXISTING GRADE AND SPRAY WITH WEED
B.O.F. BOTTOM OF FOOTING GA. GAUGE RAD.(R) RADIUS B/U BACK CABINET G GENERATOR RBS RADIO BASE STATION 1. PRIOR THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT
C CONDUITUIT GI.I. CONTROL. REPLACE WITH CLASS II AGGREGATE BASE AND CRUSHED WASHED
GALVANIZED) (BASE STATION 3G NETWORKS) THE CELLLL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM ROCK.AS SPECIFIED ON SITE PLAN.
CAB. CABINET G.F.C. I. GROUND FAULT CIRCUIT INTERRUPTER RCPT. RECEPTACLE THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION
CANT. CANTILEVER ED GLB. (GLU-LAM) GLUE LAMINATED BEAM REF. REFERENCE 20. CONTRACTOR SHALL PROVIDE TOILET FACILITY DURING ALL PHASES OF
DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF
CB. CIRCUIT BREAKER GND GROUND REINF. REINFORCEMENT(ING) CONSTRUCTION.
CDMA CODE-DIVISION MULTIPLE ACCESS 2G & 3G GPS GLOBAL POSITIONING SYSTEM REQ'D. REQUIRED CONTRACTOR. IT IS AEACTI ACTINON OF G
THE OR ANY
PERSON,UNLESS THEY
CDUK CONSOLIDATION DISTRIBUTION UNIT(KIT ) GRND. GROUND RGS. RIGID GALVANIZED STEEL AREESSION UNDERTHE DIRECTION THISF A
C.I.P. CAST IN PLACE GSM GLOBAL SYSTEM MOBILE (2G+ MOBILE TECH.) RRU REMOTE RADIO UNIT 2. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR 21. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION OR THE FABRICATION OF PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
CKT. CIRCUIT HDBC HARD DRAWN COPPER WIRE (RADIO TRANSCEIVER) TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN MATERIALS TO BE INSTALLED AT THE SITE, THE CONTRACTOR SHALL FIELD VERIFY
CLG. CEILING HDR. HEADER RX-AIT RECEIVER AIR INTERFACE TRAY ON THE DRAWINGS MUST BE VERIFIED. SUBCONTRACTOR SHALL NOTIFY THE ALL DIMENSIONS INCLUDING AS-BUILT DIMENSIONS OF EXISTING STRUCTURES OR
CUR. CLEAR HGR. HANGER SAF SAFETY CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR STRUCTURAL ELEMENTS HAVING A BEARING ON THE SCOPE OF THE WORK TO BE
CMU CONCRETE MASONRY UNIT (JAMB BLOCKS) HPS HIGH PRESSURE SODIUM SCH. SCHEDULE PROCEEDING WITH CONSTRUCTION. PERFORMED. IF ANY DISCREPANCY IS FOUND BETWEEN THE VARIOUS ELEMENTS
COL. COLUMN HT. HEIGHT SDBC SOFT DRAWN BARE COPPER OF THE WORKING DRAWINGS AND THE DIMENSIONS OR CONDITIONS FOUND TO BE
CONC. CONCRETE ICGB. ISOLATED COPPER GROUND BUS SEC SECONDARY EXISTING IN THE FIELD, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SITE ID:BEACH_006
3. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION
CONN. CONNECTION(OR) IN.(") INCH(ES) SHT. SHEET WORK BY SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. OBTAIN DESIGN RESOLUTION PRIOR TO PROCEEDING WITH THE PORTION(S) OF THE
CONST. CONSTRUCT166N INT. INTERIORR SIM. SIMILAR ANY WORK ON EXISTING EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. WORK AFFECTED. THE CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY 1051 [CS]WEST BALBOA
CONT. CONTINUOUS LB.(#) POULAG BOS1 S.N. SOLID NEUTRAL ALSO, WORK SHOULD BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW FAILURE TO SO NOTIFY THE ENGINEER AND OBTAIN RESOLUTION BEFORE
d PENNY (NAILS) L.B. LAG BOLTS SPEC. SQUARE ATION(S) BLVD. SLC0417/0416
DBL. DOUBLE L.F. LINEAR FEET (FOOT) SQ. SQUARE USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. PROCEEDING. ( ]
DC DIRECT CURRENT LG. LENGTH S.S. STAINLESS STEEL NEWPORT BEACH,CA,92661
DEM. DEMAND L. LONG(ITUDINALI STD. STANDARD 4. SINCE THE CELL SITE IS ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN
DEPT. DEPARTMENT LPS LOW RESSUR SODIUM STL. STEEL WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT
D.F. DOUGLAS FIR LTE LONG TERM EVOLUTION (4G MOBILE TECH.) STRUC. STRUCTURAL SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE
DIA. DIAMETER MAS. MASONRY SURF SURFACE THE WORKERS TO DANGER. PERSONAL RF EXPOSURE MONITORS ARE ADVISED TO
DIAG. DIAGONAL MAX. MAXIMUM SW SWITCH BE WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. SHEET TITLE
DIM. DIMENSION M.B. MACHINE BOLT TEL. TELEPHONE
DWG. DRAWINGS) MECH. MECHANICAL TEMP. TEMPORARY
DWL. DOWEL(S)) MFR. MANUFACTURER THK. THICK(NESS) 5. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1
EA. EACH MIN. MINIMUM TMAS TOWED MOUNTED AMPLIFIER CABLES, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO GENERAL NOTES
EGR. EMERGENCY GENERATOR RECEPTACLE MISC. MISCELLANEOUS (DC SUPPLY VOLTAGE) PLAN DRAWING. SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL
EL. ELEVATION MLO MAIN LUGS ONLY T.N. TOE NAIL ADD NEW TRAYS AS NECESSARY. SUBCONTRACTOR SHALL CONFIRM THE ACTUAL
ELEC. ELECTRICAL T.O.A. TOP OF ANTENNA ROUTING WITH THE CONTRACTOR.
ELEV. ELEVATOR T.O.C. TOP OF CURB
6. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP SHEET NUMBER
MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE
EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. /�♦1 N-1
ABBREVIATIONS 2 EXISTING AT&T CELL SITE NOTES 3 GENERAL NOTES 4
NOTE: s'
1. IF DIMENSIONS SHOWN ON PLAN DO NOT SCALE CORRECTLY, CHECK FOR
REDUCTION OR ENLARGEMENT FROM ORIGINAL PLANS.
2. UTILITY DESIGN & RUNS ARE PRELIMINARY. PENDING FINAL DESIGN FROM & ����
UTILITY PROVIDERS. t /
3. CONTRACTORS TO VERIFY SUB STRUCTURE LOCATIONS PRIOR TO ANY
EXCAVATION. [\
4. ALL CONDUCTORS WIRES & CONDUIT, SHALL BE INSTALLED IN A NEAT 7 TID / \� .-
FASHION. ALL EXCESS WIRE SLACK IS TO BE REMOVED & HIDDEN AS MUCH / If
AS POSSIBLE.
5. ALL NEWLY INSTALLED EQUIPMENT SHALL BE PAINTED TO MATCH EXISTING / `\` / `� ^ / , 1452 EDINGER AVE.
POLE, & OR SURROUNDINGS UNLESS PROHIBITED PER MANUFACTURER. TUSTI N,CA 927$0
`ROW
,
ERICSSON
330 IRVnI 200
NE,CA 9 602
1-2
/ A-3 RGW
BUILDING /
(n,P.) / WIRELESS
RETE STREETUGHT 8AN n efM CA Y2S7a("381-8 A
�' /' (D)TBD)CTO BE REMOVED & (N) CONCRETE STREETLIGHT 1337 CALL! A V A N=A D O
/ REPLACED (BY SCE) (ID TBD) W/ (N) EQUIPMENT
/
$ \` ;• T '' \� , �' / (N) FIBER HANDHOLE (BY OTHERS)
(N) HANDHOLE W/ WTR BOX DRAWN BY: AP
1-2`\ CHECKED BY: MM
% N (E) SIDEWALK (TYP.) `\ ! A-2
\ , (N) HANDHOLE W/ WTR BOX
\ ! (E) TREE
� � �7-1
E 07/18/19 100%CONSTRUCTION
D 01/08/18 100%CONSTRUCTION
OF/7Th3 C 12/18/17 100%CONSTRUCTION
B 12/11/17 95%CONSTRUCTION
of
N% / ! \ / '✓ \\ A 11/22/17 90%CONSTRUCTION
/ \
� N 3:0„ \ REV DATE DESCRIPTION
/ z NEW AT
PROJECT LOCATION.
eSEE ENLARGED SITE PLAN
Cv, 0/'9� /CAL
ROW ��
1 T IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
d APE ACTING UNDER THE DIRECTION HIS D LICENSED
PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
/ (N)±217'U/G POWER RUN FROM(E)VAULT
ROW\` / (V5589940)TO(N)WTR HAND HOLE / / BUILDING , / \J\� w i i (TYP.) / \ SITE ID:BEACH_006
(E) VAULT (V5589940) / / �
/ —\ `\� 1051 [CS]WEST BALBOA
BLVD.(SLC0417/0416)
/
NEWPORT BEACH,CA,92661
C)Yp i / i `\•ROW SHEET TITLE
/ 6:"' ' I � � — SITE PLAN
6'0, l��•Ix' RpW. `\``ROW Gdw i7�® / Qom, •E® SHEET NUMBER
SITE PLAN 11 X17" SCALE: 1" = 40'-0" 20' 4°' 1 ENLARGED SITE PLAN 24"x36"SCALE: 1/8" - 1'-0" 4' B' 9' 2
11"x17" SCALE: 1" = 40'-0" 11"x17"SCALE: 1/16"= 1'-0"
NOTE:
ALL NEW EQUIPMENT SHALL BE PAINTED
TO MATCH NEW UTILITY POLE
aut
1452 EDINGER AVE.
TUSTIN,CA 92780
N T/OF ANTENNA
34'-9"A.G.L. (N) ANTENNA MOUNTED ON e -
(N) EQUIPMENT SHROUD D-1
33 OF N ANTENNA
33'-9"A.G.L. E R I C 5 S O N
32 N ANTENNA (N) EQUIPMENT SHROUD W/
T/OF E POLE 32'-9"A.G.L. 2-4 330 COMMERCE,STE.200
32'-5"A.G.L. (2) (N) AT&T 2203, (1) (N)
2205 & (1) FUTURE 2205, D-1 IRVINE,CA92602
T/OF N EQUIPMENT SHROUD RAYCAP RADIO WITHIN SHROUD
32'-9"A.G.L.
B/OF N EQUIPMENTSHROUD
29'-3"A.G.L.
129
OF N POLE
29'-3"A.G.L.
nA SQUAR�DJ
WIRELESS
7887 CALL! AVANZADO
8ANCLEMENTECAM, (949)801-SM
DRAWN BY: AP
CHECKED BY: MM
E 07/18/19 100%CONSTRUCTION
D 01/OB/18 100%CONSTRUCTION
C 12I11111 100%CONSTRUCTION
B 12/11/17 95%CONSTRUCTION
A 11,22", 90%CONSTRUCTION
REV DATE DESCRIPTION
C5 47�o
z
OF'CAO
(E) CONCRETE STREETLIGHT (ID TBD) (N) CONCRETE
•s. TO BE REMOVED & REPLACED (BY SCE) STREETLIGHT (ID TBD) S-1
1v
(E) POLE FOUNDATION (N) POLE FOUNDATION IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
ARE ACTING UNDER THE DIRECTION OF A LICENSED
(N) CONCRETE APRON a PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
S-2
E GROUND LEVEL E GROUND LEVEL !
0'-0"A.G.L. i 0'-0"A.G.L. SITE ID:BEACH_006
(N) FIBER BOX /\ 1051 [CS]WEST BALBOA
(BY OTHERS) / /� (N) HANDHOLE W/ (N) 5,8 BLVD.(SLC0417/0416)
(WTR BOX (BEYOND)
\\\\\\� /N WTR Box (BEYOND) D-1 NEWPORT BEACH,CA,92661
���x����� �� SHEET TITLE
ELEVATIONS
SHEET NUMBER
A-2
EXISTING NORTHWEST ELEVATION 11"07"SCALE: 3/116" ='1'0" °®� 2 NEW NORTHWEST ELEVATION 11"x36"SCALE: 3/1 _ ,•-°" 0" 1. 2 4
11"x17"SCALE: 3/16" = 1'-0"
NOTE:
ALL NEW EQUIPMENT SHALL BE PAINTED
TO MATCH NEW UTILITY POLE
aut
1452 EDINGER AVE.
TUSTIN,CA 92780
34 N ANTENNA
3aA.G.L. (N) ANTENNA MOUNTED ON e -
C/LOF N ANTENNA (N) EQUIPMENT SHROUD D-1
33'-9"A.G.L. C5 SO N
T/OF E POLE 32_§N ANTENNA ' �(2) ()IAT&T 2203,PMENT °(1) (NUD ) 2-4
A.G.L. 32'-9"A.G.L. 2205 & (1) FUTURE 2205, D-1 330 COMMERCE,STE.200
T/OF N EQUIPMENTSHROUD RAYAP RADIO WITHIN SHROUD IRVINE,CA 92602
32'-9"A.G.L.
B/OF N EQUIPMENTSHROUD
29'
TI OF N POLE
29'-3"A.G.L.
M SQUTARC•
1367 CALL! AVANZADO
SM1 C EMENTE CA 02/78(0"M4024
DRAWN BY: AP
CHECKED BY: MM
E 07/18/19 100%CONSTRUCTION
D 01/08/18 100%CONSTRUCTION
C 12/18/17 100%CONSTRUCTION
B 12/11/17 95%CONSTRUCTION
A 11/22/17 90%CONSTRUCTION
REV DATE DESCRIPTION
' C5 47 0
(N) CONCRETE 9�' CAUf�
(E) CONCRETE STREETLIGHT (ID TBD) S-1 STREETLIGHT (ID TBD)
TO BE REMOVED & REPLACED (BY SCE)
(N) POLE FOUNDATION WTR BOHANX
W/ (N) p;
(N) FIBER BOX 7
D-1
(E) POLE FOUNDATION e (N) CONCRETE APRON (BY OTHERS) IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
S-2 ARE ACTING UNDER THE DIRECTION OFALICENSED
PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
EGD LEVEL OD LEVEL `v
%
SITE ID:BEACH_006
\\\\\\\\\ \\\\\\\ \\\\\o \\\\\\\\ 1051 [D.(WEST BALBOA
\\ \\ NEWPORT BEACH,CA,92661
SHEET TITLE
4`6" ELEVATIONS
SHEET NUMBER
A-3
EXISTING NORTHEAST ELEVATION 121"x17" SCALE: 3/616" ='1'°0" °® 2 NEW NORTHEAST ELEVATION 24"x36" SCALE: 3/ _ ,'-O" 2' 4'
11"07" SCALE: 3/16" = 1'-O"
- �-- at&t
1452 EDINGER AVE.
TUSTIN,CA 92780
yam, ERICSSON
330 COMMERCE,STE.200
IRVINE,CA 92602
M SQUAR •
WIRELESS
73e7 CALL! AVANZADO
SAN C EMENTE CA 02078(00)80141824
DRAWN BY: Al
CHECKED BY: MM
1
E 07/18/19 100%CONSTRUCTION
D 01/OB/18 100%CONSTRUCTION
C 12/18/17 100%CONSTRUCTION
B 12/11/17 95%CONSTRUCTION
A 11/22/17 90%CONSTRUCTION
REV DATE DESCRIPTION
r
r , '
NEW 29'-3" POLE LOCATION _
(34'-1"OVER ALL POLE - �,�'C5 47 90
- HEIGHT) (RAD CENTER 33'-9") z
I _
1 IV
i 7
�'' _ �`-• IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
ARE ACTING UNDER THE DIRECTION OF A LICENSED
s
• PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
SITE ID:BEACH_006
1051 [CS]WEST BALBOA
_ BLVD.(SLC0417/0416)
NEWPORT BEACH,CA,92661
- - SHEET TITLE
SITE IMAGE
" - SHEET NUMBER
A-4
PROPOSED SITE LOCATION LOOKING NORTHWEST 1
AVAILABLE FROM EXCEL SIGN AND DECAL: ERICSSON-MICRO RADIO 2205 GALTRONICS EXTENT-P648018 PSEUDO OMNI CANISTER ANTENNA
MECHANICAL SPECIFICATIONS MECHANICAL SPECIFICATIONS
http://www.weneedsigns.com/home.php?cal+1135 DIMENSIONS DH): 7.8-4.8-7.87'.INCLUDING DESTHETICFRONTCOE DIMENSIONS(HxD): 24.7x101NCHES
AND CLICK ON AT&T BRACKET ANDE MOUNT WEIGHT
COVER ����
VOLUME AND WEIGHT: 4 LITRES AND<4 kg S.821bsI (628 x 254 mm)
PH: 510-651-0445 MOUNTING: WALL AND POLE MOUM NO OF CONNECEXCL TORS
BRACKE S: 10X.3-10
NO.OF CONNECTORS 10 X 6.3-10 DIN FEMALE
INTERFACE NA PORTS
y(�
N01—DC-16 1"X6" NOTICE DECAL ANTENNA PORTS: 2x4.}10(F) ® CONNECTORTYPEB 4X4.}10 DIN FEMALE
For 1 Foot Distance" VINYL DECAL WITH ADHEDSIVE 7.87" 7.87 4L as CPRI: 2x2.515110 Gbps(EXCHANGEABLE SFP FREQUENCY BAND(MHzI: (1695-2180121802400)MHi
MODULES) 4 X 4.3-10 DIN FEMALE
BACKING OPTICAL INDICATORS: 6 O®OO (3X40 0DMHz 1452 EDITIN,CA 9 780
FIELDEXTE NAL GROUND:ALARM: 1 (515-0DIN FEMALE TUSTI N,CA 927$U
FIELD GROUND: 1
(5150d950)MHz
^ ELECTRICAL SPECIFICATIONS: MAX WIND SPEED: 150 mph
00 00 00 I� O RADOME MATERIAL ASA
POWER SUPPLY: 48 VCD OR 100-250 VAC
^ ^ ^ POWEROUTPUT: 97 WATTS MAX N SHIPPING DIMS(LxWxD): 30'X19'%19'(762x48.L4B3Hnm -
` NOTICE w ® • MINIMUM DI FUSE
90WATS GROSS SHIPPING WEIGH 2616s(12kg)
MINIMUM AC FUSE RATING: fiAMP
C�C 1I P P y y RF energy emitted by this device may exceed the FCC's general 6 ® ® PART NO.0412]265A8480-1(GRAY)
ublic ex osure limits.Stay at least 1 foot awa from the device. FRONT BACK SIDE PA No
N0.06127265-Ofi 80S(BROWN)
Call 800-638-2822 for help if you need access within 9 foot �
7.87" BOTTOM PART 0.04127265-06480 C(CHROME) E R I C S S O N
330 COMMERCE,STE.200
IRVINE,CA 92602
114°° in 14
� N
Place three NOTICE stickers at the bottom of the TOP 1o.1)-
radome at 0°, 120Q, 240'for each antenna. FRONT
mvx nA SQUARtOgy
WIRELESS
OMNI ANTENNA DISCLAIMER LABEL za•X36•SCALE: "[ 6 MICRO RADIO 2205 24•x36" SCALE: NTS 4 (�ALTF�ONICS P6480-6 OMNI ANTENNA 11"X17:Ste: NTS 1 "°' AVANZADO
11•X17"SCALE: NTS 11•x17• SCALE: NTS BIN,n�•^�CA nM(°1°)811114M
COVER FEATURES:
•STANDARD LOAD RATING:20,800 LBS.WHEEL LOAD ERICSSON-MICRO RADIO 2203
ON 10"X20"PLATE MECHANICALSPECIFICATIONS
7.87-13-P,INCLUDING MOUNTING
•2 BOLT DOWN LOCATIONS DIMENSIONS(WxDxH): BRACKET AND ESTHETIC FRONT COVER
•STAINLESS STEEL BOX INSERTS
VOLUME AND WEIGHT: 4 LITRES AND�4.5 kg(9.921bp)
•POLYMER CONCRETE CONSTRUCTION MOUNTING: WALL AND POLE MOUNT
•NON-SKID SURFACE STANDARD LIFT PINS(2 PL) DRAWN BY: AP
INTERFACE SPECIFICATIONS:
ANTENNA PORTS: 2 x 4.3-10(F)
•20K TO BE EMBOSSED ON COVER AC - -- - e / 7'67" 7'67" 3II 94 CPRI: MODULES)
Gbps(EXCHANGEABLE SFP CHECKED BY: VIM
•APPROXIMATE WEIGHT=120 LBS. ----=_ =-=-
----- ---_ OPTICAL INDICATORS: fi
RAVCAP-RSCACE533-P-12<1-0 EXTERNAL ALARM: 2
BOLT DOWNS(2 PL) -=-_t_ Y MECHANICAL FIELD GROUND: 1
2"X8"NAMEPLATE CONNECTION TERMINAL(POWER): COMPRESSION LUG ^ ELECTRICAL SPECIFICATIONS:
( ) /6-/14 S( - -2MM2)
COVER FEATURES: -- TERMINAL BLOCK�10-{/28 AWG(6-0.14MM2) � � � POWER SUPPLY -4B VCD OR 100-250 VAC
• POLYMER CONCRETE CONSTRUCTION RECESS(1 PL) ENVIRONMENTAL INGRESS PROTECTION(IP)RATING:NEMA 4X ^ ^ POWER OUTPUT: 97 WA SMPX
NON-SKID OPERATION TEMPERATURE: ('C)-40'C TO+80'C Ewceso" MAX HEAT DISSIPATION: 90 WATTS
• LIGHTWEIGHT STORAGE TEMPERATURE: (C)-70-C TO+80-C Q "IO' MINIMUM AC FUSE RATING: RAMP
(STANDARD) ENCLOSURE TYPE(OUTDOOR)POLYCARBONATE: UL 94V-0 RATED
• STACKABLE FOOT E 07/18/19 00%CONSTRUCTION
ENCLOSURE DIMENSION: ((L"W"H)8.58"X 5.08'X 10.08"
• APPROX.WEIGHT 188 LBS. r, [217"128"256 MM] FRONT BACK SIDE D 01/08/18 100%CONSTRUCTION
WEIGHT: 2-25 LBS[1.02KG]
100%CONSTRUCTION
ELECTRICAL 77 87" B 12/11/17 95%CONSTRUCTION
b SURGE PROTECTION DEVICE(SPD)TYPE TO UL STRIKESORB 30-A A 11/22/17 90%CONSTRUCTION
_ NUMBER OF CIRCUITS PROTECTED:4
SURGE PROTECTIVE DEVICE(SPD)TYPE PER UL 1616 34TH-1 EDITION:TYPE 2 COMPONENT ASSEMBLY ® REV DATE DESCRIPTION
3/8"x3"HEX BOLT I SURGE PROTECTION DEVICE(SPD)CLASS TO IEC 81843-11:CLASS II
NOMINAL OPERATING VOLTAGE(INk 120 V m
(2 PL EA END) NOMINAL DISCHARGE CURRENT[IN]PER UL 1449 4TH EDITION:20 KA 8/20 Ms �
MAXIMUM DISCHARGE CURRENT[IMAX]PER IEC 61643-11 60 KA 8/20 MS
MAXIMUM CONTINUOUS OPERATING VOLTAGE[UC](MCOV)150V TOP
VOLTAGE PROTECTION LEVEL[UP]PER IEC 61643-11:700V
VOLTAGE PROTECTION RATING(VPR):20 KA 8/20
SUPPRESSION TECHNOLOGY.MOV
PROTECTION MODES(DUAL MODE):LINE TO NEUTRAL,NEUTRAL TO GROUND
(OR APPROVED EQUAL) �°. 11 ,.aE,w-""1`--aa°E1'1"` )1� a°wm.lkeEay.m20�.
' C5 47 0
HANDHOLE 17 MICRO RADIO 2203 24"x36•SALE: NTS 2
11"x17•SCALE: TITS
11�
�CAII�
10.28"
8 59" IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
< 96 SITE ID:BEACH
D b
o a 1051 [CS]WEST BALBOA
O 0 ^ BLVD.(SLC0417/0416)
O NPT 1"GLAND CAN BE REPLACED BY NEWPORT BEACH,CA,92661
CONDUIT FITTING
FRONT 111E BOTTOM M40 GLANDS CAN BE REPLACED BY 1
1/4"NPT CONDUIT FITTINGS
6.25" SHEET TITLE
DETAILS
SHEET NUMBER
D-1
NOT USED 24-06-Ste: � 8 RAYCAP DISCONNECT 24*x36" Ste: [' 5 EQUIPMENT SHROUD 24•X36•SCALE: TITS
11"A 7•SCALE: NTS 3
FOR REFERENCE ONLY '►
at&t
1452 EDINGER AVE.
TUSTIN,CA 92780
REV. DATE DESCRIPTION DRN. APPR
r_Vx4• EDA BY 66- (MAX) A 09/07 REDRAWN, ADDED POLE P/N AC. -
r_-� NO POUND (MAX) SHROUDED
AN7ENNhS (BY OTHERS) a( 3 lqunc TOP Mouser B �5/05 UPDATED FOR ORACLE T.L
i I 601P[1NG NUN T 94 ON 24Gmm C 02/10 A/B WERE A361A55, NOW A307 J.G.
1 ERICSSON
►� (9 w) BOLT C'WLE MR ANTENNA D 06/15 11PDATm TO NEW ❑WG_ STDS. I-P. 330 COMMERCE,STD.200
ATTACHMENT (BY OTHERS)
(STANDARD
POLE TOP)
IRVINE,CA 92602
I I +•
ID
-
"F"LEVEL COIIFIG CODES "P"LEVEL CONFlG CODES
2-0` 30` t1' tt' OPTION CLASS ENTRY I INFO. OPTION CLASS ENTRY INFO.
Now, _ :f•::.
50' NOM_ '.w. COATING 5 1AIX 81
fi' ALUMINUM EU.JPI'1CAL
O ° £ HH COVER 68546E FINISH s M ��UAR�DJ
LA.NINAIRE ARMS 02-3/6- DOOR SCRS SCE BASEPLATE 63250E
TAPERED TO 4-3/4' X 3- W I R E L E S S
POLE TOP DETAILS 1-1/2'D1A, TAPERED TD DRILL IN M01] MOD2* COLLAR NONE 1387 CALL! AVANZADO
MOO:SA300) 0 D' 1-1/4-DIA. WIRE EXIT 0 0 BM CLE NTECA12778(MM31 lB24
SHOWN 0 270' POLE TOP CCN, MOD98
FOR CLARITY 2)1/2'-13UNC x 1-1/2• LG SSTL-
COUPUNI S 0 D' (MOD:SX3O0) CAST—IN MOD MODSX300
B 5• x 3/e- x IV
1ffi Q I ALLOY 5061 ON R6-
4-1/2' f I/16- 300MM NON-TAPERED BASE PLATE ROUND POLE
N POLE POLE OVERALL ULTIMATE POLE DRAWN BY: AP
I DE SIG HEIGHT POLE BOLT BASE G.L. MOMENT WEIGHT
SPUNCAST, ! - I 9' t t/1B- NAsG_ ABOVE LENGTH CIRCLE Op (Ft._1b8.] {Ihs.} CHECKED BY: MM
POLEPRESTRESSED ! GRADE
HEIGHT CONCRETE POLE —+— - �([ •+:
ABOVE
BP30OX09 29'-3- 29'-6 15" 1 1-13 16" 65.000 2900
GRADE
TAPERED ALUM ARM ALLOY LPGLE$REQUIRED(PIN:8P360XD9.18137),EACH WITH 0'WALL BRACKET
EpB3 ELLIPTICAL ARM WfN:LAESOA
OVERALL
PG{E I ..i (2] -13Ur+C A NDTES' E 07/18/19 100%CONSTRUCTION
LEBGTH :.. S-STL- HO BOLTS NTH
LOCKWASHERS t MIX(6155):SCE BLACK 8:WHITE,LIGHTLY EXPOSED AGGREGATE FINISH WITH D 01/08/18 100%CONSTRUCTION
'-6• 11.8' C,D- HANDHICLE, M0024, & FLAT WATER SEALER COATING.
C 12/18/17 100%CONSTRUCTION
(MOD SK300) FOR L1AA I 2. ASTM C-150 TYPE IN GRAY CEMENT. a 12/11/17 95%CONSTRUCTION
POLE ORIENTATIONS 3. Tc a 28 DAYS=T,000 PSI,USING SPUN CYLINDER TEST.
r04S A 11/22/17 90%CONSTRUCTION
iNERi5 FOR f6 BRACKET ARM TOPOLE CONNECTION 4. 4e @ 28 OAYS-5,000 PSI,USING ASTM C-31 CYLINDER TEST.
DRIVE SCREWS 0 T 5, POLES MANUFACTUREDTO ASTM C•1 OW13 SPECIFICATIONS- REv DATE DESCRIPTION
d(NOM.
8) 01 LONG17UDINA L S. PROTECTIVE COAT EXPOSED P.C.WIRES AT POLE ENv5.
{ TEEL MAE 7, THE POLE DEPICTED ON THIS DRAWING IS DESIGNED TO WITHSTAND THE LOADS
STM A-1064 IMPARTED BY A SINGLE SIDE MOUNTED TAPERED ELLIPTICAL ALUMINUM ARIA
FORMERLY AST11 A-82} (NOT TO EXCEED G'OFFSET,3.7 M FT,EPA,25 LBS.)WITH THE ARM HOLDING A
DOWNWARD FACING AREA OR PENDENT LUMINAIRE+MOTTO EXCEED 2.0 SQ. r7.
7-1 2 f 1 16' TYE ymm PRESTRESSF}G EPA-50 POUNDS THE POLE ALSO SUPPORTS 1 ANTENNA SHROUD CENTERED 3'6' .9^ / / TEEL VARE 1= { y TOBOTTOM 3- x 7-HAIIDHOLE WFM CAST STM A-421 ABOVE THE POLE TOP(NOT TO EXCEED 4,3 SO.FT.EiPA.725 LBS.MAX)AS PyC5 47 'p
INSERT DESIGNED PER THE 2D13 AASHTO LTS-6(CRITERIA FOR STREET UGMING POLES), 0
NDM, ALLUMM FRAME & FLUSH COVER 0 ❑ 1 GA. SPIRAL STEEL 2010CALIFOIZNPA BUILDING CODE&ASCE7-05 FOR 80 MPH WIND AND SEISMICCOVER ATT1YC11EO AwERCNIRL AT 3' P1TGH ZONE{3 SECON D GU5T5}6 SEISMIC CRITERIA Sa=1,75&51=0.fi.PLEASE CONTACT
PRIOR TO SHIPMENT WITH ONE-WAY _(SCE) ODOR SCREWS ASTM OF RMA-1 ASTM A-82} ADVISE AMER:ON ENGINEERING IF THE INTENDED VALUES EXCEED THESE CVALUES_WALL 2-1/2- 8. DUE TO THE NATURE 8 CHARACTERISTICS OF CONCRETE,SIDE MOUNT SPACING
GRADE UNL SECTION DETAILS DIMENSIONS CA►N ONLY BE TAKEN TO THE NEAREST 1e8 INCH.
• / (4) 1-1/2. OIA. X 2-1/2 LC.
APPROVED BY DATE
Qj{oFES$�� _ {4) I-1/4' 014. x 48• x 6" - SLQTS EQUALLY SPACED AT 90'
'3- JWCa1& B�) WA EACH MATH (F HEX APART IR A 15-TQ 17- DIA
'• 1• NUTS e ARE ACTING UNDER THE DIRECTION OF A LICENSED
•� ` ANC11 d. 9 WASHERS: TH ) HE r BOLT CON.E. IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
GR 55 GALVANIZED BOLTS CAI A 1$' r
PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
Dllt. BOLT CIRCLE 15` SO, K 1-1/2 TW.
��� x .,�,1,ti`. EO(AlwFVAL P/B OATHS OR GALV. STEEL BP30OX09 POLE WITH SINGLE V ARM
• EOUNALENi BY OTHERS) PLATE �
12L,
4� FT_ SOUARTE BY 5 FOOT DEEP FOUNDAIION SITE ID:BEACH 006
• " ^f5 (T'I'P)-SEE PROJECT SPECS FOR REQUIRED -1/4- t 1/2 Milli.
-
1k BASE SrZE ALONG MIN CONDUIT SIZING AND ' CONDUIT CLEARANCE 1»DGLyYDR CCWAN t OWMWUN WKH M PKFW4U V iG M OROK R WAJ,NW at 1051 [CS]WEST BALBOA
ORIENfAMN REQUIRED - '=CA MCM90 V ARAM W NUA 111E P"WUTEh OF AI(iiM BLVD.(SLC0417/0416)
�"C►► BASE PLATEDETAR9 A TL r�D��T DRAWN: SJB DATE: 10/2003 NEWPORT BEACH,CA,92661
O AM h N SCALE: DWG. NO. REV
c�YILMKIr I[],Vlr i.iKii M:Ir.*Zx:':.v[61CJf C1V f�M1G rwn.wcRrnTra,iwr,As6 A POLE PRDDII('T5 A I�-T•S. ❑�Q�a� 277 ��+4EA�F CravT+cT wEgp+�^9 WE)<RIAQ IF YV rrWF Yl't1hC C,GO! edA eAas
SHEET TITLE
C
POLE DETAILS
SHEET NUMBER
S-1
aut
1452 EDINGER AVE.
TUSTIN,CA 92780
Underground Structures Standards Underground Structures Standards
MC 890 Foundation Detail for Fiberglass Nostalgic,Fiberglass, Steel,or Concrete Electroliers Scapa MC 890.3 Mectroller Foundation Requirements -
Soaps MC f390_1 Electrolier Foundation QeWil Table MC 990-1:70 MPH Wind Zone,Constrained Surface Condition ERICSSON
330 COMMERCE,STE.200
Figure WIC 890-1: Electrvlier Foundation Doiail � Electnoller Ir wndatlon Raaufrwnentr IRVINE,CA 92602
3Cr Square or Sail TYpe FiboillhoW,Com;mts,or StGul Nostalgic
20'fNA tt0detd 23,shot 28'shah ldl Polo Flty/rYlarrs AWrb9tlla
12-i 2 Per Us& H D H o H D P
2' 2(r -fl• 2'-6• 21r ilia d1g. M SQUAR�DJ
I. ruiastrvef;ryBtaAinaBsdrock
Z'W Xr x 30' 2 0' 30-x 30' r a 30-x v, 3D'x 30
Flecfro�lx t z-1f!•Batt Glreb 21-V 21Y ft, 2'•e' 2t7 d� T-0, 2tr f. 24'dtia. W I R E L E S S
II_ 3adlrrer tary and Follsled Rode
2'$" 3D"x 2'4' 30'x 30" 'C•8' 30'x 30" 3D'x 30" tit 7 CALL■ A V A N 2 A e 0
811,11 n EiNTE CA eee78 isle)80II-SM
• - T-r 20'ds, Y4` 2T ft. T-IY 2V dls. 24`dla
IIL Sandy[frev44 drar►el 2'.W W'x 9D' i'-B` 31D'x 37 r•tl' 39'x 30" 3D-x W
Faun 1'Anchor Bills end Null Sorrd.5111y Send,Clayey Sand, Y-e' 2W da. T4' 20'da. T-W 20'dues. 2d'd W
Mmliog ASTkf A-307 Si sYGravel,Clayey Gravel 2'•15' 30"x 3D' 24` 30"x 37 r•9' 30'x 30' 3D'x 30r
V. Clay.5snde..5sntty G7ay,Sity, W.D. =do. 44' 2G'dla. V-T 8G"die. 24`dle. DRAWN BY: AP
GdTcrdeApron
clay,ctayrey sit r•a• 30'It W x4r 3D`x 30' 2'.9' 30"x 31r slr x 3n
(See Nob$_) zr pAIN) CHECKED BY: MM
_ cum
d I fnlform Bul6n2 Cage—1991
r I n nr Eledrdfa
4•' L H=Depth of fooftrp
2• D=Diameter of round foodng or the side dirrionskm of square"rra-
_ t Flaw L Fle
•.';{e{,_ ';;� �,- 1 rt—^ Table MC 89a2:70 MPH VVI Ind Zone,Non-Constrained Surface Condition E 07/18/19 100%CONSTRUCTION
]1 ':•jt- °ir Ilk ?.'ij-J4' r [[ w Eleclrvlier Fourydsillon RequlemenL. D 01/08/18 100%CONSTRUCTION
J •• :;:- 1 ,•—„—_—1 C 12/18/17 100%CONSTRUCTION
lit 2 7v SOY Typo Fih6rgls35 CAn"to.ad s� Npat We
••� •-a 4. B 12/11/17 95%CONSTRUCTION
g 30'(W")Below Flow Ute 2Y Bhaft 28'shah Ali PuiOe F;•�:�:� ; � �.�__ *:�;: iberpleee Afel'Iretito A 11/22/17 90%CONSTRUCTION
Per URIC'" H D II H D H D D REV DATE DESCRIPTION
T-01 20-do , r•G' 20-de. Z-6- 20'de. ZrdksL
mate.0"alllne bedrock
x$ 30�x 30 2�• 3v'x 3oP x e' 34`x W 311 x 3W
1-1r2•Conduit for +:,- 8-30"W HA JAY
r
ro Carrrentiorsal ...��;,r,jj:' . -: 0=3tY"tar H x 3'4r 3'4" 20'dra. 3-6" 20`ilia. 9'-0' 20'die. 241dht-
LJrrdarground II. Sark7rer1lery drrd FOIIri*4 Rack
21-' W x 30' Z-6' 3U'x 3U' 2'$' 30'x 30" 3W x 3W p fw yl
Y-a* 20'die. 4-al 20'dla. $$' 2v dia, Z4"6e
1':.�'::' I:•,ir d III. Sandy Gravel,Gnsvel
T-W 3W x 30` 30 3('x am 31-M 30"x 30' 30"x 30' Z
{'(TO) Sand.Siltyr Band.Clay ay fend, 4W 9Ar ds 44r 2t7'due. *a 20r ds. 24•dle-
n I 3•(MIN)cmalaruca IV
4�— D 51a1r GYavei.C3a}'ay d ravW 3-0r 30'x 30• 3-6' 3D"><30' 7-0" 9D"a 90' 30"x 90` OF CAI�F�<
ac Sleeve(See Nets 3.) V. Inlay,Sands,Sandy Gay.Sky 41-W 2U'dla 5-0' 2U'dim, for 20"due. 24'dla.
H�afa); asy,Gayly silt 3 8 3D'x 9G' x; 3D'x 30' S'� 3r x 3or 30"x 30'
f- The lbakV depth"very ddpnndYug an the lyPe of soil aM Wind loading req, fements C-onaull"I 9"nment egendy For
requkeM17errte.See Table MC 890-1(Sheml 3)0xrpugh Tab*MC 890-A(Sheet 4), �Uniform Build ing Cdds—1g$1
2. Foued4w
h 13Aa/be nslaltd otter conduit or CIC(fa Underg M s re in
round Secal curbs,and ldownIke a place end gredoe a elm!iF�tved.
3. 1-Ir P14sl io CIC•loom for UU CorMrole Ekctreiller{tape both Binds to prBYer1t debflS from ordering the zkmm). NdtB(e); IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
m cornpres Eton alrungdl Df 2200 pet in 28 s.Sea UGS 20.3. 1 ni Do ARE ACTING UNDER THE DIRECTION H A LICENSED
4. Concrete to read,a raninw day pth(7{f00tl1g PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
S. Plaoe a nw*num alm can crew apron of 30"K W'x 4'thick around the pole at ate ground level to provide V oorL$bakwl SUrlacs*"Won 2. a s Diameter of rood tDtfrg cK ate side dhrreratcn of squats loo ft
whsry required.Gran to W paced Ow pee Is sat and pumped.
SITE ID:BEACH 006
Am—ad by.
Q�7Foundation D*Wil for Fiberglass Nostalgic,Fiberglass.Steel,or Concrele Electrollers j 1 W. Foundatyon Detail for Fiberglass Nostalgic.Fah e 1 I 1051 [CS]WEST BALBOA
7Y �J1- r9 g' ergleas,Stedl�drCnncrete Electrplicrs i BLVD.(SLC0417/0416)
Elfednevda! rWhat'e Cha 1cf7 The fpw ft MiaoeManaou� n lar p Manual has ILU
�Of 4 EA.cimoa o: hard Chan 304 NEWPORT BEACH,CA,92661
ChdrYdpB[!from MS'ta'MCa f wily. ihanged frumh9S?fnhhlC fo r ty- aIlarepua Chapter o Ihn LJGS ManUaf hftss bec+n1U-2,-2D12 14-26-2012UGS
SHEET TITLE
POLE FOUNDATION
DETAILS
SHEET NUMBER
S-2
NOTE: NOTE:
ALL GROUND CONDUCTORS TO BE #6 THHN/THWN GREEN UTILITY DESIGN AND RUNS ARE PRELIMINARY. PENDING
STRANDED COPPER UNLESS OTHERWISE NOTED OR FINAL DESIGN FROM UTILITY PROVIDERS �`--
REQUIRED BY EQUIPMENT MANUFACTURER. aut
D-1
NEW ANTENNA D1 (1) NEW 2205 RADIO
& (1) FUTURE RADIO
z 1452 EDINGER AVE.
MECHANICAL o-1 (2) NEW 2203 RADIO
TUSTIN,CA 92780
CONNECTION, TYP.
° (1) NEW 2205 RADIO , / 001 & (1) FUTURE RADIO
DZ1 (2) NEW 2203 RADIO I -
NEW #18 AWG t ERICSSON
THHN/THWN STRANDED o, 330 COMMERCE,STE.200
NEW #6 THHN/THWN GREEN IRVINE,CA 92602
STRANDED GROUND FROM AI
EQUIPMENT TO GROUND BUS
1
NEW GROUND o NEW RAYCAP DISCONNECT WITH �- M SQUARELE0
BUS BAR INTEGRATED SURGE PROTECTION WIRELESS
NOT USED 24"x3s"SCALE: NTS 5 1387 CALL! AVANZADO
,1:07 SCALE: NTS NEW DISCONNECT --------__ slwryE`�CA=7
5 WITH INTERGRATED PP
SURGE PROTECTION
0
DRAWN BY: AP
NEW #6 THHN/THWN
GREEN COPPERINNDED CHECKED BY: um
COATED MAIN GROUND NEW 1" SCH-80 PVC CONDUIT;
CONDUCTOR/RISER #12 AWG THHN/THWN STRANDED
EXOTHERMIC WELD
CONNECTION TO NEW
GROUND ROD
E 07/18/19 100%CONSTRUCTION
NEW 5/8"0 x 8'-0" NEW 120V POWER SERVICE D 01/08/18 100%CONSTRUCTION
COPPER-CLAD STEEL c 12118n7 1 100%CONSTRUCTION
GROUND ROD I B 12/11/17 95%CONSTRUCTION
ERNDIC:NG
WELD CONNECTIONSA 11/zz/17 90%CONSTRUCTION
TYPE CONNECTIONS A DESCRIPTION
• EXISTING POWER SUPPLY BAR 0
�,OFESS�Oryq(
Qy� A Wy9P FyG�
' C5 47 z
NOT USED 24"x3s"SCALE: NTS 6 GROUNDING SCHEMATIC 2a"x3s" SCALE: NTS 3 SINGLE LINE DIAGRAM 1 x1 s-SCALE: NTS 1
11"x17"SCALE: NTS 11"x17" SCALE: NTS 11-z17-SCALE: NTS
FOF CAUf�
> O O STRIKESORB 120V
PROTECTION
(� I IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
d DISCONNECT SWITCH ARE ACTING UNDER THE DIRECTION OF A LICENSED
gmI l�Mm PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
W
- S
m D-1
W SITE ID:BEACH_006
T1 CONNECTION FOR POWER 1051 [CS]WEST BALBOA
11 IN BLVD.(SLC0417/0416)
JUMPER GROUND NEWPORT BEACH,CA,92661
O O CONNECTIONS
DEAD —FRONT FOR LIVE
COMPONENTS SHEET TITLE
7 AMP CIRCUIT BREAKERS
ELECTRICAL DETAILS
CHASSIS GROUND CONNECTION
SHEET NUMBER
E-1
NOT USED ;;:X;;=SC 7 NOT USED ?;=,;;� sC Nn 4 BREAKER SCHEDULE 11 x1s"SCALE: Nrs
„"x17-SCALE: NITS