HomeMy WebLinkAbout20190610_Plans CSTAM_004_CD100 SITE NAME: CSTAM 04A
SITE NUMBER: CRAN RLOS CSTAM 004 at&t
PROJECT: CRAN/ SMALL CELL/ PICO
USID: 213745
PACE: MRLOS051968
ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE E R I CSSON
WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE
LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE PLANS IS TO BE IF USING 11"x17"PLOT,DRAWING WILL BE HALF SCALE 330 COMMERCE,STE.200
CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES. I RV I N E,CA 92602
1. 2016 CALIFORNIA ADMINISTRATIVE CODE 1
2. 2016 CAL IPORN IA BUILDING CODE -_ CONSTRUCTION DRAWING
3. 2016 CALIFORNIA ELECTRIC CODE
4. 2016 CALIFORNIA MECHANICAL CODE m-
5. 2016 CALIFORNIA PLUMBING CODE
6. 2016 CALIFORNIA FIRE CODE
THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS 8 AUTHORIZE
7. ANY LOCAL BUILDING CODE AMENDMENTS TO THE ABOVE !. THE SUBCONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN.ALL
8. CITY/COUNTY ORDINANCES — DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT&MAY IMPOSE r7
9. NEC,NATIONAL ELECTRIC CODE e CHANGES OR MODIFICATIONS. M S Q,U A R ��
10. CALIFORNIA TRAFFIC CONTROL LANE CLOSURES MUTCD `�
POLE TYPE: (N) CONCRETE LIGHT POLE WIRELESS
HANDICAP REQUIREMENTS: APPROVED BY: INITIALS: DATE:
FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.HANDICAPPED ACCESS 1 3 8 7 CALLE L L E AVANZADO
NOT REQUIRED IN ACCORDANCE WITH CALIFORNIA ADMINISTRATIVE STATE CODE SAN CLEMENTE CA 92673(949)391-6824
PART 2,TITLE 24,CHAPTER 11 B,SECTION 11036. AT&T RF ENGINEER:
CODE COMPLIANCE POLE ID #: 5324 AT&T OPERATIONS:
SITE ACQUISITION MANAGER:
THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.A TECHNICIAN WILL LATITUDE/LONGITUDE: 3 3.613 3 0 3/ 117.9 2 9 2 54 PROJECT MANAGER:
VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE.THE PROJECT WILL NOT ZONING VENDOR: DRAWN BY: EG
RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE;NO SANITARY
SEWER POTA
BLE
SERVICE, WATER,OR TRASH DISPOSAL IS REQUIRED AND NO SITE ADDRESS: 2 810 [CS] NEWPORT BOULEVARD LEASING VENDOR:
COMMERCIALCE,SIGNAGE IS NEW. CHECKED BY: MM
CONSTRUCTION MANAGER:
GENERAL NOTES (SLC5324), NEWPORT BEACH , CA 92663 A/EMAN PROPERTY OWNER:
UTILITY MANAGER:
Dig Alert AREA MAPS APPROVALS
Know whars below.
0 @ Cal before you dig. B 09/21/2018 100%CONSTRUCTION
CALIFORNIA SOUTH AT&T PROPOSES TO INSTALL A NEW WIRELESS INSTALLATION LOCATED IN THE PUBLIC RIGHT A 09/17/2018 90%CONSTRUCTION
- Call Two Working Days Before You Dig! srr # ✓ OF WAY TO(N)CONCRETE LIGHT POLE.
811/800-227-2600 I !s . $rf.
- 6 �,A• - ��•f g'• THE SCOPE WILL CONSIST OF THE FOLLOWING: REV DATE DESCRIPTION
■s■ w.�1 >taav M�rm� .� J
p rq P rtPa r w PrUv rcylxeii 4-a J = '
•4i�! ` I'•L: '� ;' ��r - - 'f• ',,P'�' AT&T TO REMOVE (1) EXISTING STEEL STREETLIGHT
DIGALERT ``f ' ! I « AT&T TO INSTALL (1) NEW CONCRETE STREETLIGHT
✓,;6, AT&T TO INSTALL (4) NEW AT&T REMOTE RADIO UNITS �pF E55rfl�1
AT&T TO INSTALL (1) NEW AT&T OMNI-DIRECTIONAL ANTENNALA
AT&T To
AT&T TO INSTALL (1) NEW INSTALL (1) NEW ARAYCAPDSCONNECTT&T EQUIPMENT OUD
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PUBLIC/PRIVATE: PUBLIC RIGHT-OF-WAY �. -,ri__ -� ' - 1,�_`-' - r1,:,;gr,r, AT&T TO INSTALL (1) NEW HANDHOLE ❑
ADDRESS: 2810[CS]NEWPORT BOULEVARD(SLC5324), ( = _ e _ C7 n fT
NEWPORT BEACH,CA 92663 ti t-� ' ' ,S1 TE� �V 7 �
APPLICANT: AT&T
ADDRESS: 1452 EDINGER AVE a r:
TUSTIN,CA 92780
LATITUDE(NAD 83): 33.613303 = Y'i'+ �ey '" - , e r PROJECT DESCRIPTION
LONGITUDE(NAD 83): -117.929254 _
LATILONG TYPE: NAD-83 ,` + r -, !� ��! _ i,Aa r'l
GROUND ELEVATION(NAND 88) t10' _ ;-5�^ ��
SHEET NO: SHEET TITLE E IF
JURISDICTION: CITY OF NEWPORT BEACH T ,
CURRENT ZONING: PUBLIC RIGHT OF WAY T-1 TITLE SHEET
PROPOSED USE: UNMANNED TELECOMMUNICATIONS GN-1 GENERAL NOTES
1. A-1 SITE PLAN IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
POWER COMPANY: SCE , '( • DALUOA LM Iy.• ARE ACTING UNDER THE DIRECTION OF A LICENSED
ADDRESS: 1 INNOVATION WAY t - ` P E N I N S U L A It a A-2 ELEVATIONS PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
POMONA,CA 91768 S�
A3 ELEVATIONS
N 4 R N A-4 SITE IMAGE
PROJECT SITE INFORMATION �'I• D-1 DETAILS
D-2 DETAILS SITE ID:CSTAM 04A
S-1 POLE DETAILS 2810[CSI NEWPORT
•'r ® ®� BOULEVARD SLC5324
'�• .-n S E-1 ELECTRICAL 8 GROUNDING DETAILS ( I
PROJECTMANAGER: ENGINEER: - ',
M SQUARED WIRELESS M SQUARED WIRELESS NEWPORT BEACH,CA,92663
1387 CALLE AVANZADO 1387 CALLE AVANZADO
SAN CLEMENTE,CA 92673 SAN CLEMENTE,CA 92673 VICINITY MAP LOCATION MAP
SAC/ZONING/PERMITTING: SENIOR TECHNICAL PROJECT MANAGER:
M SQUARED WIRELESS AT&T SHEET TITLE
SAN CALLE AVACLEMENTE,
CA
1452 EDINGER AVE. D RAW I N G INDEX
SAN CLEMENTE,CA 92673 TUSTIN,CA 92618 DIRECTIONS FROM AT&T OFFICE:
CONTACT:TED SUEKAWA DESTINATION BE OULEVARIGHT. TITLE SHEET
RF ENGINEER: EMAIL:TS4994@ATT.COM DIRECTION ARE TAKEN FROM 2810[CS]NEWPORT BOULEVARD(SLC5324),NEWPORT BEACH,CA 92663
14 1452 EDINGER AYE.
1452 EDINGER AVE. TUSTIN,CA 92780
TUSTIN,CA 92618 1. TURN LEFT ONTO EDINGER AVE
CONTACT:KARLO DAVINAGRACIA 2. TURN LEFT ONTO STATE ROUTE 55 S SUBCONTRACTOR SHALL VERIFY ALL PLANS&EXISTING DIMENSIONS&CONDITIONS ON
EMAIL:KD270J@ATT.COM 3. MERGE ONTO STATE ROUTE 55 S THE JOB SITE&SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY SHEET NUMBER
4. CONTINUE ONTO NEWPORT BLVD DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME.
5. TURN LEFT ONTO 28TH ST
6. TURN LEFT ONTO NEWPORT BLVD T 1
PROJECT TEAM DRIVING DIRECTIONS DO NOT SCALE DRAWINGS
1.THE FACILITY IS AN UNOCCUPIED DIGITAL TELECOMMUNICATION FACILITY.
Q NEW ANTENNA GROUT OR PLASTER T T TELCO RUN
5/8"X 10'-O",CU.GND ROD IN TEST WELL 30" 2.PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A DIAGRAMMATIC
EXISTING ANTENNA O (E)BRICK MIN.BELOW GRADE. OUTLINE ONLY,UNLESS NOTED OTHERWISE.THE WORK SHALL INCLUDE FURNISHING
T/E POWER/TELCO RUN MATERIALS,EQUIPMENT,APPURTENANCES AND LABOR NECESSARY TO COMPLETE
® GROUND ROD (E)MASONRY
CHEMICAL GROUND ROD ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS.a I
G G GROUNDING CONDUCTOR (XIT GROUND ROD) ����
�— GROUND BUS BAR CONCRETE 3.PR OR
AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS,FIELD CONDITIONS OR TO THE SUBMISSION OF BIDS,THE CONTRACTORS SHALL VISIT THE JOB
SI
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
• BE BROUGHT TO THE ATTENTION OF THE IMPLEMENTATION ENGINEER AND
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❑
GROUND ACCESS WELL THE CONTRACT DOCUMENTS.
SAND FUSE,SIZE AND TYPE AS INDICATED. -
�L CIRCUIT BREAKER 5.THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN -
�E ELECTRIC BOX WOOD CONT. ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY
0H SAFETY SWITCH,2P-24OV-60A W/60A FUSES,NEMA 3R INDICATED OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS TAKE
ENCLOSURE,SQ D CATALOG NO.H222NR6 PRECEDENCE.
TELEPHONE BOX � WOOD BLOCKING 0 UTILITY METER BASE E R I C5 SON
TRANSFER SWITCH,2P-240V-200A,NO FUSE, 6.ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT
LIGHT POLE STEEL O1 MANUAL MANUAL ENCLOSURE O ACCORDANCE WITH ALL APPLICABLE CODES,REGULATIONS AND ORDINANCES. 33O COMMERCE,STE.ZOO
TRANSFORMER CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS,
LIGHTING FIXTURE,FLUORESCENT,10.94"x 4'-0",2/4OW, ORDINANCES,RULES,REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC I RV I N E,CA 92602
CENTERLINE AUTHORITY REGARDING THE PERFORMANCE OF THE WORK.MECHANICAL AND
o FIND.MONUMENT ® SURFACE MOUNTING TYPE,HUBBELL LIGHTING CATALOG ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE
PROPERTY/LEASE LINE #WSW2327 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
GROUND TYPE,HUBBEL CATALOG#5362 BEST SKILLS AND ATTENTION.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE
® SET POINT LIGHTING FIXTURE,HIGH PRESSURE SODIUM,1/7OW,WALL
FOR ALL CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES AND
WORK POINT MOUNTING TYPE,OR 1/50W HUBBELLULB LIGHTINGBELL IGHTIN CATAOGA#NRG72TALOG NRG-307 TOGGLE SWITCH,iP-125V-15A, PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE �;
1Q REVISION GROUND CONDUCTOR S HUBBELL CATALOG#HBL 1201CN CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE IMPLEMENTATION M S QU A R `J
-- - - -- -- EXIT SIGN,THERMOPLASTIC LED,SINGLE FACE,UNIVERSAL W I R E L E
ENGINEER AND WITH THE LANDLORD'S AUTHORIZED REPRESENTATIVE. SS
MOUNTING,WBATTERY PACK,HUBBELL LIGHTING CATALOG c
#PRB J TOGGLE SWITCH,1P-120V-15A,"WP" 8.SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L.LISTED AND FIRE 1 3 8 7 C A L L E A V A N Z A D O
XO GRID REFERENCE A COAXIAL CABLE WP COMBINATION,EXIT SIGN 8 EMERGENCY LIGHTING, CODE APPROVED MATERIALS. SAN CLEMENTE CA 92673(949)391-6824
ou OVERHEAD SERVICE EXIT HUBBELL LIGHTING CATALOG#PRC IONIZATION SMOKE DETECTOR W/ALARM 9.PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN
X DETAIL REFERENCE CONDUCTORS SO HORN&ON
CONTACT,120 VAC, 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE
X CHAIN LINK FENCING
EMERGENCY LIGHTING,2/50W,HUBBELL LIGHTING CATALOG GENTEX PART NO.710OF PROJECT AREA DURING CONSTRUCTION.
#HE6-50-2-R91 O POLE 10.DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN.MINOR MODIFICATIONS
X ELEVATION REFERENCE —01R/01-01i/°HP— OVERHEAD TELEPHONE/OVERHEAD POWER � CATALOG
LIGHTING FIXTURE,INCANDESCENT, ,WALL MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS,AND SUCH
MOUNTING TYPE,HUBBELL LIGHTING CATALOG MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK.
#BRH-100-06-1 - (N)POLE MOUNTED XFMER DRAWN BY: EG
—°�. °�.— OVERHEAD TELEPHONE LINE 11.REPRESENTATIONS OF TRUE NORTH,OTHER THAN THOSE FOUND ON THE PLOT OF
X SURVEY DRAWING(SHEET LS7 OR SHEET C-1),SHALL NOT BE USED TO
SECTION REFERENCE LIGHTING FIXTURE,HALOGEN,QUARTZ,1/30OW,HUBBELL
OVERHEAD POWER LINE ELI LIGHTING CATALOG#QL-505 0 (E)POLE MOUNTED XFMR IDENTIFY OR ESTABLISH THE BEARING OF TRUE NORTH AT THE SITE.THE CHECKED BY: MM
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
LYY 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
�Q (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
ABBREVIATIONS IMPROVE MENTS,PAVING,CURBS,VEGETATION,GALVANIZED SURFACES,ETC.,AND
UPON COMPLETION OF WORK REPAIR ANY DAMAGE THAT OCCURRED DURING
CONSTRUCTION TO THE SATISFACTION OF AT&T.
A AMPERE EMT. ELECTRICAL METALLIC TUBING MTD MOUNTED T.O.F. TOP OF FOUNDATION 13.KEEP GENERAL AREA CLEAN HAZARD FREE,AND DISPOSE OF ALL DIRT,DEBRIS,
A.B. ANCHOR BOLT E.N. EDGE NAIL MTE MOUNTING T.O.P. TOP OF PLATE(PARAPET) RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE B 09/21/2018 100%CONSTRUCTION
ABV. ABOVE ENCL. ENCLOSURE MTL, METAL T.O.S. TOP OF STEEL PROPERTY.LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS,
AC ALTERNATE CURRENT/AIR CONDITIONER ENG. ENGINEER MTS. MANUAL TRANSFER SWITCH T.O.W. TOP OF WALL DUST OR SMUDGES OF ANY NATURE. A 09/17/2018 90%CONSTRUCTION
ACCA ANTENNA CABLE COVER ASSEMBLY EQ. EQUAL N NEUTRAL TYR TYPICAL REV DATE DESCRIPTION
ADD'L ADDITIONAL EXST.(E) EXISTING (N) NEW U.G. UNDERGROUND 14.PENETRATIONS OF ROOF MEMBRANES SHALL BE PATCHED/FLASHED AND MADE
A.F.F. ABOVE FINISHED FLOOR EXP. EXPANSION NEMA 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 NO.(#) 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.S. 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 OH OVERHEAD VAC VOLT ALTERNATING CURRENT
ANT. ANTENNA F.F. FINISH FLOOR O.C. ON CENTER V.I.F. VERIFY IN FIELD �pF E55rfl�
APPROX. APPROXIMATE(LY) F.G. FINISH GRADE OPNG. OPENING W WATT OR WIRE 15.BEFORE ORDERING AND/OR BEFORE FABRICATING/CONSTRUCTING/INSTALLING ANY Q �}'��
ARCH. ARCHITECT(URAL) FIN. FINISHED) P POLE WD WIDE(WIDTH) ITEMS,VERIFY THE TYPES AND QUANTITIES. �(/f� .t �W�•Q'fT
AT. AMPERE TRIP FLR. FLOOR P/C PRECAST CONCRETE W/ WITH V' 41
AWG. AMERICAN WIRE GAUGE FLUOR FLUORESCENT PCs PERSONAL COMMUNICATION SERVICES W/O WITHOUT ({I D'�A DA C,
BATT. BATTERY FDN. FOUNDATION PH PHASE WD. WOOD 16.CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE AND F�
BD. BOARD F.O.C. FACE OF CONCRETE PLY. PLYWOOD W.P. WEATHERPROOF PAGER,AND KEEP SAME ON SITE WHENEVER PERSONNEL ARE ON SITE. �7
BLDG. BUILDING F.O.M. FACE OF MASONRY PNLBD PANELBOARD WT. WEIGHT �� 7
BILK. 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 UJ !
BLKG. BLOCKING F.O.W. FACE OF WALL PRC PRIMARY RADIO CABINET XFMR TRANSFORMER AND NOTIFY THE PROJECT MANAGER OF ANY DISCREPANCIES BEFORE STARTING LG
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 C CENTERLINE
BR. BRANCH FTG. FOOTING P.S.I. POUNDS PER SQUARE INCH a PLATE,PROPERTY LINE 18.CONTRACTOR TO PROVIDE COMPLETE SET OF AS BUILT DRAWINGS WITHIN 10
BTRCW. BARE TR. INNED COPPER WIRE GU GROUND PWR. POWER(CABINET)URE ED WORKING DAYS OF PROJECT COMPLETION. C+v'L ¢�\
BTS. BASE TRANSMISSION SYSTEM GR GROWTH(CABINET) QTY. QUANTITY OF C i
B.O.F. BOTTOM OF FOOTING GA. GAUGE RAD.(R) RADIUS 1. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK 19.CONTRACTOR IS TO EXCAVATE 6"BELOW EXISTING GRADE AND SPRAY WITH WEED `T
B/U BACK-UP CABINET GIN. GENERATOR RBS RADIO BASE STATION ACTIVITIES WITHIN THE PUBLIC RIGHT-OF WAY. CONTROL.REPLACE WITH CLASS II AGGREGATE BASE AND CRUSHED WASHED
C CONDUIT GI. GALVANIZE(D) (BASE STATION 3G NETWORKS) 2 CONTRACTOR SHALL PROVIDE LANE CLOSURE PLANS PER WATCH ROCK.AS SPECIFIED ON SITE PLAN.
CAB. CABINET G.F.C.I. GROUND FAULT CIRCUIT INTERRUPTER RCPT. RECEPTACLE
CANT. CANTILEVER(ED) GLB.(GLU-LAM) GLUE LAMINATED BEAM REF. REFERENCE HANDBOOK AND STAKE OF CALIFORNIA DEPARTMENT OF 20.CONTRACTOR SHALL PROVIDE TOILET FACILITY DURING ALL PHASES OF
CB. CIRCUIT BREAKER GND GROUND REINF. REINFORCEMENT(ING) TRANSPORTATION STANDARDS. CONSTRUCTION. IT ISAVIouTION OF uw FOR ANY PERSON,UNLESS THEY
CDMA CODE-DIVISION MULTIPLE ACCESS(2G&3G) GPS GLOBAL POSITIONING SYSTEM REQ'D. REQUIRED 3. CONTRACTOR TO RETURN E STREET LIGHT AND LIGHT ARM TO THE CITY ARE ACTING UNDER THE DIRECTION OF A LICENSED
CDUK CONSOLIDATION DISTRIBUTION UNIT KIT GRND. GROUND RGS. RIGID GALVANIZED STEEL 21.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION OR THE FABRICATION OF PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
C.I.P. CAST IN PLACE GSM GLOBAL SYSTEM MOBILE(2G+MOBILE TECH.) RRU REMOTE RADIO UNIT OF NEWPORT BEACH UTILITIES YARD.IF DAMAGED DURING THE REMOVAL, MATERIALS TO BE INSTALLED AT THE SITE,THE CONTRACTOR SHALL FIELD VERIFY
CKT. CIRCUIT HDBC HARD DRAWN COPPER WIRE (RADIO TRANSCEIVER) CONTRACTOR SHALL BE REQUIRED TO PURCHASE AND DELIVER A ALL DIMENSIONS INCLUDING AS-BUILT DIMENSIONS OF EXISTING STRUCTURES OR
C CLEAR HGR, HANGER SAF SAFETY
CLG. CEILING HDR. HEADER RECEIVER AIR INTERFACE TRAY REPLACEMENT.CITY OF NEWPORT BEACH UTILITIES YARD:949 W.16TH STRUCTURAL ELEMENTS HAVING A BEARING ON THE SCOPE OF THE WORK TO BE
AF
CMU CONCRETE MASONRY UNIT(JAMB BLOCKS) HPS HIGH PRESSURE SODIUM $CH. SCHEDULE STREET NEWPORT BEACH CA 92663.CONTRACTOR SHALL DISPOSE OF THE 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 STREET LIGHT POLE AND ARMS IF UNWANTED BY THE CITY OF EXISTING IN THE FIELD,THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SITE ID:CSTAM 04A
CONN. CONNECTION(OR) IN.(") INCH(ES) SHT. SHEET ANY REASON. OBTAIN DESIGN RESOLUTION PRIOR TO PROCEEDING WITH THE PORTION(S)OF THE 2810 CS NEWPORT
CONST. CONSTRUCTION INT. INTERIOR SIM. SIMILAR 4. WHERE REMOVED OR DAMAGED BY CONSTRUCTION,ALL CURB,GUTTER WORK AFFECTED.THE CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY
CONT. CONTINUOUS LB.(#) POUND(S) S.N. SOLID NEUTRAL AND SIDEWALK SHALL BE REPLACED IN ENTIRE SECTIONS BETWEEN FAILURE TO SO NOTIFY THE ENGINEER AND OBTAIN RESOLUTION BEFORE BOULEVARD(SLC5324)
d PENNY(NAILS) L.B. LAG BOLTS SPEC. SPECIFICATION(S) EXPANSION JOINTS.NO SAW CUTTING AND PARTIAL PATCHING SHALL BE PROCEEDING.
DBL. DOUBLE L.F. LINEAR FEET(FOOT) SQ. SQUARE NEWPORT BEACH,CA,92663
Dc DIRECT CURRENT LG. LENGTH S.S. STAINLESS STEEL PERMITTED.ALL CONSTRUCTION DETAILS FOR REPLACEMENT SECTIONS
DEM. DEMAND L. LONG(ITUDINAL) STD. STANDARD SHALL BE PER CITY OF NEWPORT BEACH.
DEFT. DEPARTMENT LPS LOW PRESSURE SODIUM STL. STEEL 5. THE CONTRACTOR SHALL REPAIR,REPLACE OR RE-ROUTE ALL
D.F. DOUGLAS FIR LTE LONG TERM EVOLUTION(4G MOBILE TECH.) STRUC. STRUCTURAL
DIA. DIAMETER MAS. MASONRY SURF SURFACE LANDSCAPE.IRRIGATION LINES AND FIXTURES IN KIND INCLUDING LINE
DIAG. DIAGONAL MAX. MAXIMUM SW SWITCH SIZE,HEAD TYPE,SPACING AND CONTROL WHERE DAMAGED BY SHEET TITLE
DIM. DIMENSION M.B. MACHINE BOLT TEL. TELEPHONE
DWG. DRAWING(S) MECH. MECHANICAL TEMP. TEMPORARY CONSTRUCTION TO THE SATISFACTION OF THE CITY OF NEWPORT BEACH.
DWL. DOWEL(S) MFR. MANUFACTURER THK. THICK(NESS) 6. THE CONTRACTOR SHALL REPLACE ALL EXISTING GROUNDCOVER, GENERAL NOTES
EA. EACH MIN. MINIMUM TMAS TOWER MOUNTED AMPLIFIER INCLUDING SAND AND ALL OTHER LANDSCAPING INCLUDING TURF,
EGR. EMERGENCY GENERATOR RECEPTACLE MISC. MISCELLANEOUS (DC SUPPLY VOLTAGE)
EL. ELEVATION MLO MAIN LUGS ONLY T.N. TOE NAIL SHRUBS,AND/OR TREES IN KIND INCLUDING SIZE,SPECIES AND SPACING
ELEC. ELECTRICAL T.O.A. TOP OF ANTENNA ELEV. ELEVATORHERE DAMAGED BY NEW CONSTRUCTION TO THE SATISFACTION OF THE
TOCOP OF CURB T.O.C..
CITY OF NEWPORT BEACH.
7. ANY LANE CLOSURES SHALL STRICTLY ABIDE THE CALIFORNIA MUTCD FOR SHEET NUMBER
TRAFFIC CONTROL.
GN-1
ABBREVIATIONS 121 CITY OF NEWPORT BEACH NOTES 131 GENERAL NOTES 14
NOTE: 3
1. IF DIMENSIONS SHOWN ON PLAN DO NOT SCALE CORRECTLY,CHECK FOR REDUCTION rn U 0
OR ENLARGEMENT FROM ORIGINAL PLANS. f U p
2. UTILITY DESIGN&RUNS ARE PRELIMINARY.PENDING FINAL DESIGN FROM UTILITY
PROVIDERS.
3. CONTRACTORS TO VERIFY SUBSTRUCTURE LOCATIONS PRIOR TO ANY EXCAVATION. m Ut
4. ALL CONDUCTORS/WIRES 8 CONDUIT,SHALL BE INSTALLED IN A NEAT&TIDY FASHION. � I � i I (E)VENT
ALL EXCESS WIRE SLACK IS TO BE REMOVED&HIDDEN AS MUCH AS POSSIBLE.
5. ALL NEWLY INSTALLED EQUIPMENT SHALL BE PAINTED TO MATCH EXISTING POLE,&
OR SURROUNDINGS UNLESS PROHIBITED PER MANUFACTURER.
I m
6. NEW FIBER CONDUIT TO BE STUBBED OUT OF NEW POLE FOOTING BY APPROX.2'-0".
7. POWER SUPPLY AND RUN ARE SUBJECT TO CHANGE PER SCE FINAL DESIGN.
m
I I BUILDING PROPOSED t50'U/G POWER RUN;
U (TYP) I
TRENCHED OR BORED FROM(E)U.
TRANSFORMER TO(N)WTR HANDHOLE,
6 I 0 SEE NOTE 7(BY AT&T) -
110'-0" 20'-0' 20'-0'
30-0• m 1_2 ERICSSON
(E)U/GTRANSFORMER,P OPOSED A2 (E)DRIVEWAY 330 COMMERCE,STE.200
POWER POWER P.O.C.SE NOTE m IRVINE,CA 92602
(E)PARKING METER
I m
I I I
I NEW AT&T PROJECT LOCATION. (E)TREE
SEE ENLARGED SITE PLAN m
I
(E)HANDHOLE M S Q U A R
��...... ......�� I m WIRELESS
I 1387 CALLE AVANZADO
1 ' T-3" SAN CLEMENTE CA 92673(949)391-6824
(E)CITY OF NEWPORT BEACH STEELC:D (E)CITY OF NEWPORT BEACH STEEL
STREETLIGHT(5324)TO BE REMOVED& I STREETLIGHT(5324)TO BE REMOVED&
,,- REPLACED W/(N)CITY OF NEW PORT CONCRETE 2'-0" p 8'-0" REPLACED W/(N)CITY OF NEW PORT CONCRETE
`\ STREETLIGHT W/(N)EQUIPMENT AT SAME 1-2 STREETLIGHT W/(N)EQUIPMENT AT SAME
PAROKI G ; m I ; LOCATION(BY AT&T) A3 \y LOCATION(BY AT&T)
T I
(N)U/G POWER RUN FROM(N)WTR HANDHOLE
--- TO(N)CONCRETE STREETUGHT(BV AT&T)
DRAWN BY: EG
(N)WTR HANDHOLE(BY AT&T) 6,8,9
0 D-1 CHECKED BY: MM
(N)U/G FIBER RUN FROM(N)FIBER
- El
HANDHOLE TO(N)CONCRETE
STREETLIGHT(BY AT&T);SEE NOTE 6
I (N)FIBER HANDHOLE
(BY OTHERS)
I � I
1
BUILDING I Q B 09/21/2018 100%CONSTRUCTION
I I > A 09/17/2018 90%CONSTRUCTION
-i II I REV DATE DESCRIPTION
..... . ........ m
I I i of
J (E)SIDEWALK(TYP.) a_ pF E55rfl7A,,,
w
"Olk PARKIN G Z ❑�
Lu 5a 7
(E)TRAFFIC LIGHT(TYP.) (E)SIDEWALK -
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I IT IS A VIOLATION OF LAW FOR ANV PERSON,UNLESS THEY
ARE ACTING UNDER THE DIRECTION OF A LICENSED
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Cp N
1101v -4 \/ �- I `PARKING
LOT o
I SITE ID:CSTAM 04A
---ROW NEWPORT BOULEVARD O
2$TH ST ) I C/F NEWPORT BEACH,CA,92663
\ / \ i
SHEET TITLE
` I SITE PLAN
IV IV
CIF �� � � � � �'m � SHEET NUMBER
A-1
SITE PLAN 24"x36" SCALE: '" = 0'- " 20' -iii 1 ENLARGED SITE PLAN 24"x36" SCALE: 3/ " = 1'- " 4' 8'
4
11"x17" SCALE: 1" = 0'-0" � 11"x17" SCALE: 3/6464" = 1'-O"
NOTE:
1. ALL NEW EQUIPMENT SHALL BE PAINTED
TO MATCH(N)CONCRETE LIGHT POLE
2. RE USE(E)LED LUMINAIRE.IF NOT LED,
REPLACE WITH(N)LED LUMINAIRE _
APPROVED 8V THE CITY.
au
)T/OF N ANTENNA (N)ANTENNA MOUNTED ON(N) 1
(
34'-9"A.G.L. EQUIPMENT SHROUD
C/L OF(N)ANTENNA
33'-8"A.G.L. (N)EQUIPMENT SHROUD W/(2)(N)AT&T E R I CS SON
B/OF N ANTENNA 2203 RADIO,(1)(N)2205 RADIOS(1) 2-5
32'-8"A.G.L. FUTURE 2205 RADIO&(1)(N)RAYCAP D-1 330 COMMERCE,$TE.20U
DISCONNECT SWITCH WITHIN SHROUD
T/OF N EQUIPMENT SHROUD IRVINE,CA 92602
32'-8"A.G.L.
V OF(N)LUMINAIRE
30
' B/OF N EQUIPMENTSHROUD
T/OF E LUMINAIRE 29'-3"A.G.L.
29'-0"A.G.L.
T/OF N POLE M SQUAR�J
29'-3"A.G.L.
T/OF(E)POLE �2 (N)EMERGENCY RE-USE(E)LED LUMINAIRE,
27'-'A.G.L. D-2 CONTACT SIGN SEE NOTE 2 WIRELESS
1387 CALLE AVANZADO
SAN CLEMENTE CA 92673(949)391-6824
(N)ANTENNA SIGN
D-2
DRAWN BY: EG
CHECKED BY: MM
B 09/21/2018 100%CONSTRUCTION
A 09/17/2018 90%CONSTRUCTION
REV DATE DESCRIPTION
SEE SHEET S-1 FOR POLE
DIAMETER
Q�pF E55r��A
(E)STREET SIGNS TO BE (E)STREET SIGNS TO BE �`,Q
RELOCATED TO(N)POLE RELOCATED TO(N)POLE VV V' .Y
T/OF(E)SIGN T/OF(E)SIGN Dip' �'�
A.G.L. 8'-10"A.G.L. y
' S4 7
(E)CITY OF NEWPORT BEACH STEEL STREETLIGHT
TO BE REMOVED&REPLACED(BY AT&T) "
(N)CONCRETE STREETLIGHT
(5324)(BY AT&T) S-1 top,� C10- ¢�\
6,8,9 (N)WTR HANDHOLE 9��OF CA4�F0
(E)PARKING METER D-1 (BEYOND)(BY AT&T) (E)PARKING METER
6 (N)FIBER BOX(BY
D-1 OTHERS)(BEYOND)
(E)HANDHOLE (E)POLE FOUNDATION (N)POLE FOUNDATION [I.AVI.—ION OF LAW FOR ANv PERSON,UNLESS THEv
(BY AT&T) ARE ACTING UNDER THE DIRECTION OF A LICENSED
(E)HANDHOLE PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
E GROUND LEVEL E GROUND LEVEL
0'-0"A.G.L. 0'-0"A.G.L.
f] SITE ID:CSTAM 04A
2810[CS]NEWPORT
FIBER RUN FROM(N)FIBER BOULEVARD(SLC5324)
HANDHOLE
OLE TO(N)CONCRETE NEWPORT BEACH,CA,92663
STREETLIGHT(BY AT&T);SEE NOTE 6
(N)U/G POWER RUN FROM(N)
WTR HANDHOLE TO(N)CONCRETE SHEET TITLE
STREETLIGHT(BY AT&T)
ELEVATIONS
SHEET NUMBER
n A-2
EXISTING NORTHWEST ELEVATION 114"x17" SCALE: 3/116"-='1'OC" ® L NEW NORTHWEST ELEVATION 24"x36" SCALE: 3/1 _ 'V- Z'
11"x17" SCALE: 3/16" = 1'-O"
NOTE:
1. ALL NEW EQUIPMENT SHALL BE PAINTED
TO MATCH(N)CONCRETE LIGHT POLE
2. RE-USE(E)LED LUMINAIRE.IF NOT LED,
REPLACE WITH(N)LED LUMINAIRE
APPROVED BY THE CITY.
at&t
T/OF N ANTENNA
L.-9"A.G.L. E ANTENNA MOUNTED ON(N) 1 -
QUIPMENT SHROUD
C/L OF(N)ANTENNA E p-1
33'-8"A.G.L. EQUIPMENT SHROUD E R I CS SON
B/OF N ANTENNA 2203 RADIO,(1)(N)22 5 RA IOS(1;AT&T 25
32'-8"A.G.L. FUTURE 2205 RADIO&(1)(N)RAYCAP 0.1 330 COMMERCE,STE.200
T/ QUIPMENT SHROUD DISCONNECT SWITCH WITHIN SHROUD IRVINE,CA 92602
OF N E
32'-8"A.G.L.
T/OF(M LUMINAIRE
29'-10A.G.L.
}�T/OF(E)LUMINAIRE e/OF N EQUIPMENT SHROUD
28'-11"A.G.L 29'-3"A.G.L.
T/OF N POLE
T/OF(E)POLE 29'-3"A.G.L. 2 (N)EMERGENCY M S QU A R r-
27'-0"A.G.L. RE-USE(E)LED LUMINAIRE W I R E L E S S
p-2 CONTACT SIGN SEE NOTE 2.
1387 CALLE AVANZADO
SAN CLEMENTE CA 92673(949)391-6824
TD-2 (N)ANTENNA SIGN
DRAWN BY: EG
CHECKED BY: MM
SEE SHEET S-1 FOR POLE
DIAMETER
B 09/21/2018 100%CONSTRUCTION
A 09/17/2018 90%CONSTRUCTION
REV DATE DESCRIPTION
Q�pF E55r��A
�./_O EfIGN ONE �8/OF A.GSL N ONE co
��
WAY WAY G4
(N)CONCRETE STREETLIGHT
(5324)(BY AT&T) S-1
(E)CITY OF NEWPORT STEEL STREETLIGHT TO (N)POLE FOUNDATION ��' C 10-
BE REMOVED&REPLACED (BYAT&T) 9�6'OF CA4�F0
(E)PARKING METER (E)PARKING METER
E)HANDHOLE (N)WTR HANDHOLE(BY AT&T)8 8 9
( (E)SCE POLE FOUNDATION (E)HANDHOLE D-1 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.
(N)FIBER BOX(BY OTHERS)
D-1
OD LEVEL EGD LEVEL
SITE ID:CSTAM 04A
2810[CS]NEWPORT
BOULEVARD(SLC5324)
rt�rt -L T NEWPORT BEACH,CA,92663
(N)U/G FIBER RUN FROM(N)FIBER
HANDHOLE TO(N)CONCRETE SHEET TITLE
STREETLIGHT(BY AT&T);SEE NOTE 6
(N)U/G POWER RUN FROM(N) ELEVATIONS
WTR HANDHOLE TO(N)CONCRETE
STREETLIGHT(BY AT&T)
SHEET NUMBER
A-3
EXISTING SOUTHWEST ELEVATION 114"x17" SCALE: 3/116"-='1'OC" ® Z NEW SOUTHWEST ELEVATION 24"x36" SCALE: 3/ _ ' Z' 4' i
11"x17" SCALE: 3/16" = 1'V--O" ® 1
at&t
rr
ERICSSON
_ 330 COMMERCE,STE.200
/ IRVINE,CA 92602
J
M SQUARdj
WIRELESS
1387 CALLE AVANZADO
SAN CLEMENTE CA 92673(949)391-6824
' DRAWN BY: EG
CHECKED BY: MM
is
e 09/21/2018 100%CONSTRUCTION
A 09/17/2018 90%CONSTRUCTION
REV DATE DESCRIPTION
_'j 71glx�
t4Q� p�Wyq � cL'
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.
(
Iy SITE ID:CSTAM 04A
2810[CSI NEWPORT
BOULEVARD(SLC5324)
V NEWPORT BEACH,CA,92663
SHEET TITLE
SITE IMAGE
SHEET NUMBER
A-4
PROPOSED SITE LOCATION LOOKING SOUTHEAST 11" 17" S NTS CALE 1
7" SCALE: NTS
AVAILABLE FROM EXCEL SIGN AND DECAL: ERICSSON MICRO RADIO 2205 GALTRONICS G0241"6621 PSEUDO OMNI CANISTER ANTENNA
MECHANICAL SPECIFICATIONS MECHANICAL SPECIFICATIONS
http://www.weneedsigns.com/home.php?cal+l 135 AND CLICK ON AT&T DIMENSIONS(MMH): 7.8-4.8417.87',INCLUDING MOUNTING DIMENSIONS(HxD): 24.9x 101NCHE5
PH:510-651-0445 BRACKET AND kg S.21b,) COVER
VOLUME AND WEIGHT: 4 LITRES AND<4 kg(8.821bs) (E43 x 255 mm)
N01-DC-16 1"X6"NOTICE DECAL MOUNTING: WALL AND POLEMOUM ® NO.WEIGH
ONNECTEXCL UNTINGBRACKE S: 10X4.(9kg) I a f tt
"For 1 Foot Distance"VINYL DECAL WITH ADHEDSIVE BACKING INTERFACE SPECIFICATIONS: NO.OF CONNECTORS 10X6.3-10 DIN FEMALE
ANTENNA PORTS: 2x4.3-1%F) CONNECTOR TYPE& 4X4. 0DIN FEMALE
7.87" 7.B7 41- $4^ I- 6
CPRI: FREQUENCY BAND[MHzI. (1695-2380)MHz
MODULES)
Gbps(EXCHANGEABLE SFP MODULEES)S) 5 X d.3-10 DIN FEMALE( -
OPTICALINDICATORS: 6 O 10 3550-3]00)MHz
FIELD NAL GROUND:M: 1 ®� (515 -50) FEMALE
FIELD GROUND: 1 O . . (5150d950)MHz
ELECTRICAL SPECIFICATIONS: MAX WIND SPEED: 150 mpi,
® RADOME MATERIAL ASA
r POWER SUPPLY: 48VCDOR 100-250VAC 0 0
POWER OUTPUT: 97WATTB MAX O O SHIPPING DIMS(UMD): 30'X19'%19'(]62x48.3xd83Hnm
MA%HEAT DISSIPATION: 90 WATTS GROSS SHIPPING WEIGHT: 26 lbs(12kg) Ole
NOTICE m MINIMUM AC FUSE RATING -MP
8 0 9
CC� �,� RF energy emitted by this device may exceed the FCC's general 7 ] PART NO GO2410-06821-11(GRAY) �
public exposure limits.Stay at least 1 foot awayfrom the device. FRONT BACK SIDE ® PART NO.GQ2410-066214i11(CHROM
P p y PART NO.GQ2410-06621-B11(CHROME) ERICSSON
Cali 800-638-2822 for help if you need access within f foot
7.87° BOTTOM
330 COMMERCE,STE.200
IRVINE,CA 92602
Place 3 NOTICE sticker at the bottom of the front of TOP
the radome of each antenna. FRONT
M SQUAREE&
WIRELESS
OMNI ANTENNA DISCLAIMER LABEL 114"x17" SCALE: NTS 7 ERICSSON - RADIO 2205 24"x17" SCALE: NTS 4 GALTRONICS OMNI ANTENNA 24"x36" SCALE: NTS 1397 CALLE AVANZADO
11"x17" SCALE: NTS 11"x17" SCALE: NTS SAN CLEMENTE CA 92873(949)391-6824
ELECTROMATE RAYCAP-RSCA P-1 ERICSSON-MICRO RADIO 2203
CS53& 20.0
HINGED 3R ENCLOSURE MECHANICALSPECIFICATIONS
ELECTRICAL MECHANICAL DIMENSIONS(WxDxH): ].8]'x3.94'x].8T,INCLUDING MOUNTING
DIMENSIONS: CONNECTION TERMINAL COMPRESSION LUG pB-#14 AWG(13-2MM2) BRACKET AND ESTHETIC FRONT COVER
SURGEPROTECTIONDEVICE(SPD)TYPE TO UL STRIKESORB 30-A TERMINAL BLOCK p10- AWG(6-S14MM2) VOLUME AND WEIGHT: 4LITRES AND<4.5 kg I—fbs)
A 12" NUMBER OF CIRCUITS PROTECTED:4 ENVIRONMENTAL INGRESS MOUNTING: WALLANDPOLEMOUNT
SURGE PROTECTIVE DEVICE(SPD)TYPE PER UL 14494TH EDITION: PROTECTION gP)RATING: NEMA.
B 12" TYPE2COMPONENTASSEMBLY OPERATIONTEMPERATURE: (°C)-40°CTO aWC DRAWN BY: EG
SURGE PROTECTION DEVICE(SPD)CLASS TO IEC 61 11:CLASS II INTERFACE SPECIFICATIONS:
STORAGE TEMPERATURE: (°C)-]0°CTO a80°C
C 5" NOMINAL OPERATING VOLTAGE I[INI:1.PER ILL
ENCLOSURETYPE _ 7.87" 7.B7" 3.94" ANTENNA PORTS: 2x4.3-10(F)
NOMINAL DISCHARGE CURRENT IIMXI PER 14494TH EDITION:20 KA I20 MS fiRATEDr CPRI: 2x 2.550Gbps(E%CNANGEABLESFP
MAXIMUM DISCHARGE CONTINUOUS ORENTINGV PER IE[UCUMCOV) ABf20 MS (OUTDENCLOSURE RDIMEN ION: (L YCARBO UL9W H&N-X 5A8•X 10.W' MODULES) CHECKED BY: MM
MAXIMUM CONTINUOUS OPERATING VOLTAGEI 11—V)150V [21]"128.256 MM1 OPTICAL INDICATORS: 6
VOLTAGE PROTECTION LEVEL[UP]PER IEC 81843-11:]OOV WEIGHT: 2.25 LBS[1.02KGI
VOLTAGE PROTECTION RATING NPR):20 KA 8120 EXTERNAL ALARM: 2
SUPPRESS ION TECHNOLOGY:MOV
FIELD GROUND: 1
PROTECTION MODES(DUAL MODE):LINE TO NEUTRAL,NEUTRAL TO GROUND
ELECTRICAL SPECIFICATIONS:
¢-cez,w. POWER SUPPLY: 48 VCD OR-VAC
n ! r
3 POWER OUTPUT: 9]WATTS MPX
1 D.28" ewasox Q Q MAX WATTS MINIMUM AC FUSE RATING' 6AMP
8.59"
FRONT BACK SIDE
Q
7.87" B 09/21/2018 100%CONSTRUCTION
A 09/17/2018 90%CONSTRUCTION
tD o
°J
o REV DATE DESCRIPTION
io �
� a
O O O o
N
® NPT 1"GLAND CAN BE REPLACED BY TOP
B C CONDUIT FITTING OFESSr
FRONT SIDE BOTTOM M40 GLANDS CAN BE REPLACED BY 1 �P� W��'�k e
6.25" 1/4"NPT CONDUIT FITTINGS V° 'rT d.
0 oy
r�
SCE UN-METERED FUSED PANEL 4"x17" SCALE: NTS 8 RAYCAP DISCONNECT z4::x17 SCALE NTS 5 ERICSSON - RADIO 2203 24"X35" SCALE: NTS 54 7
11"x17" SCALE: NTS 2
COVER FEATURES:
SQUARE-D COMMSCOPE SCC36966
HINGED 3R ENCLOSURE •STANDARD LOAD RATING:20,800 LBS.WHEEL LOAD -]602
MECHANICAL SPECIFICATIONS
# D221NRB ON10"x20"PLATE DIMENSIONS(WxDXH): 41.3^.1012- 1 C10- R�
DIMENSIONS: •2 BOLT DOWN LOCATIONS 9� OF CA4�F�
•STAINLESS STEEL BOX INSERTS WEIGHT: 68 MS.(MG)
A 7.75" •POLYMER CONCRETE CONSTRUCTION MOUNTING: MOUNTS TO TOP OF POLE
B 9.63" •NON-SKID SURFACE STANDARD LIFT PINS(2 PL)
C 3.75" •20K TO BE EMBOSSED ON COVER ♦' ____ Z Q IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
ARE ACTING UNDER THE DIRECTION OF A LICENSED
APPROXIMATE WEIGHT=120LBS. -_ PROFESSIONALENGINEER,TO ALTER THIS DOCUMENT.
BOLT DOWNS(2 PL) =_ _____= TOP
COVER FEATURES: = 2"x8"NAMEPLATE -
• POLYMER CONCRETE CONSTRUCTION RECESS(1 PL) SITE ID:CSTAM 04A
• LIGHTWEIGHT NON-SKID I 2810[CS]NEWPORT
• STACKABLE FOOT (STANDARD) BOULEVARD(SLC5324)
• APPROX.WEIGHT 188 LBS. z,Z^ NEWPORT BEACH,CA,92663
a
O O
J SHEET TITLE
3/8"x3"HEX BOLT I 4 DETAILS
(2 PLEA END) /y
B
\ 012"
9x/' . ' ' (2)ERICSSON 2203
MOUNTING-BOTH SIDES SHEET NUMBER
FRONT BOTTOM L RAYCAP POSITION AC
(OR APPROVED EQUAL) ]�°d• X �a LOADCENTER OVP(OPTIONAL) D 1
AT&T MOBILITY FUSED DISCONNECT 12 "x36" SCALE NTS14"x17" SCALE: NTS 9 HANDHOLE 24"x3B" SCALE: NTS 6 EQUIPMENT SHROUD 24"x35" SCALE: NTS 3
11"x17" SCALE: TITS 11"x17" SCALE: TITS
(4) 1"0 X 36" ANCHOR RODS
WITH 90' HOOK & 4" PROJ. POLE PER PLAN
AI NOTES- (MIN. 55 KSI)
NEW CCWQIIITS AND UNDERGROUND FACU 17ES IN THE ROADWAY SHALL BE INSTALLED ADJACE T. ANY SIDEWALK REMOVALS MUST BE REPLACED IN FULL PANELS. IN ADDITION,NT HANDHOLE a f tt
OR CLOSEST AS POSSIBLE TO THE EXISTING EDGE OF GLITTER OR CURB. IF THE PROPOSED ANY EMS7INC CITY 1MPR0WMENTS[/�YACYITIES DAMAWO DURING THE �
CONDiJfT TRENCH IS IN A TRAFf7C LANE ADJACENT W THE EXSTING EDGE CF GLITTER OF CURB, CONSTRUC11CN SHALL BE REPLACEDIREPAIRED AT 7HE APPLICANT'S EXPENSE. CONCRETE APRON PVC CONDUIT STUBBED UP
COLD PLANING AND PAVEMENT RESURFACING WLL BE REQUIRED FROM THE NEAREST LAN£LINE ADJACENT TO HAND HOLE,
OF THE PROPOSED TRENCH TO 71.11E ENSTINO EDGE OF GUTTER OR CURB" IF THE TRENCH IygRK 2. SIDEWALK SHALL BE REMIRED Wf THIN ONE WEEK OF INSTALLATION OF FINISHED GRADE NUMBER AND SIZE AS REQUIRED
IS IN A TRAFFIC LANE BETKEEN IRAFRC LANES THE CONTRACTOR WLL BE REQUIRED TO COLD FACCITIES. NO GAP - SEAL WITH
PLANE AND RESURFACE THE ENTIRE TRAFFIC LANE. THE TRENCH OPENING SHALL BE A NON-SHRINK LEVELING GROUT
WNIMUAH OF 2'FROTH THE ENTIRE TRAFFIC LANE. IN ADDVAON, IF THE TRENCH AMK EXTENDS
INTO ANY PORT)AN OF AN ADJACENT 71?AMC LANE OR IS DAMAGED AS A R£SLR T OF THE
CONTRACrOR5 WOW OR IS LESS THAN 5'FROM AN EXISTING UTILITY TRENCH, TIE CONTRACTOR
MLL BE REQUIRED TO COLD PLANE AND RESURFACE 7HE ENTIRE TRAFFIC LANE -
CCYD PLANE EXISTING PAVEMENT(2'MIN. DEPTH) oAND RESURFACE JOIN FLUSH MIN EX. STREET ERIC550N
PAYEMENT FOR ENTIRE LANE AND RESTTdIPE
TRAFFIC LANE51VARKWG5 OF ENTIRE LANE
IN 1114CH TRENCHING OCCURS AND ANY CIRCUIT CONDUCTORS & 330 COMMERCE,STE.200
OTHER LANE DAMAGED AND TRAFFIC LOOP(5) w CONDUIT TO NEXT POLE, TYP., IRVINE,CA 92602
DURING CON57RUC770M REPLACE SEE NOTE 4
� PER STD-T9U-�FULL LANE WO TN w #3 HORIZ. TIES AT 12" O.C.
(PARKING LANE OR DRIVE)
24'MIN NlDTH TRENCH 4 yj•��7 ARIABLE MIN 3,000 CONCRETE PSI TYPE
TIHRU A.C. SECTION I I I EX CURB 44 GUTTER
' M SQU]AR�•j
_UIN, -_
W 2 JDIN FI.uSIH L_ _ 12 - #5 BARS VERT. (60 KSI) SAN CLEMENTE CA 92673(949)391-684
Ex. rORRB�T7ER x $ EX. PA WMENr I f
PIPE BEDDING AND I
BAWkt PER SID 1O6-t. T
OR AS DETER►INED BY THE I I (4) 1"0 X 36" ANCHOR RODS W/
_ FIFLO ENGWEFR ,'ffr 1� 90' HOOK (MIN 55 KSI) DRAWN BY: EG
I-112'MIN, REPLACE KITH I' ry 1l'. #3 HORIZ. TIES 12" O.C.
THICKER AC, THAN :•11 - POLE BASE PLATE LOCATION CHECKED BY: MIA
"a z EX A.C. SECTICM! \ II
PIPE BEDDING AND (CQWPACIIDN 95Z WN.J — ) 12 - #5 BARS VERT. (60 KSI)
BACKFILL PER STD.-I06-L �y
DR AS DETERMINED BY THE T-ITT MIN. MIN 3,000 PSI TYPE II CONCRETE 44;
FIELD ENGM1ffR z s
VARIABLE
EX CITY OF NEWPART
CONCRETE NOTES:
BEACH V77VIIES 1. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO CHAPTER 19 B 09/21/2018 100%CONSTRUCTION
(E:I. SElWERIWA7ER) OF THE CBC AND TO ALL REQUIREMENTS OF THE CURRENT EDITION OF ACI 318,
"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE". A 09/17/2018 90%CONSTRUCTION
5'MIN. 2. MIX DESIGN REQUIREMENTS: REV DATE DESCRIPTION
2.A. CEMENT SHALL BE TYPE II
2.8. COMPRESSIVE STRENGTH = 3,000 PSI
NOTE STREETS/ALLEYS RECENTLY(LAST 5 YEARS)SLURRIED/RESURFACEDlsUIL T SHALL 2.C. MAXIMUM WATER/CEMENT RATIO (W/CM) SHALL BE 0.50
REQUIRE EXTENSIVE PAVEMENT RESTORAPON TO BE DETERMINED BY THE FIELD ENGINEER 3. ALL REINFORCING STEEL SHALL BE SECURED IN POSITION AND INSPECTED BY THE
RN-50 E12002 BUILDING OFFICIAL PRIOR TO PLACING CONCRETE. OFE$Sffl
4. FOR FIBER CONDUIT, STUB OUT FROM FOUNDATION AWAY FROM STREET SIDE FOR
FUTURE FIBER HANDHOLE INSTALLATION. d
5. ALL INTERNAL COMPONENTS, ANCHOR BOLTS, REBAR, PLATES ARE TO BE EPDXY
CITY OF NEWPORT BEACH DRAWING STD-105-L-C CITY OF NEWPORT BEACH DRAWING STD-105-L-D COATED OR GALVANIZED
ROADWAY TRENCH DETAIL 24"x36" SCALE NTS 4 PARKWAY TRENCH DETAIL 11 x36" SCALE: NTS 3 NEW FOUNDATION 24"x36" SCALE: NTS ) 54 7
11%17" SCALE: NTS 11"x17 SCALE: NTS 11"x17" SCALE: NTS
5"
CIVIC
OF CNL�
C3M
s"
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
ARE ACTING UNDER THE DIRECTION OF A LICENSED
• AT&T TOWERS PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
. In case of Emergency Contact
E-mail:atttowers@att.com
Phone:(877)231-5447
Stay Back Please Reference Site ID SITE ID:CSTAM 04A
2810[CS]NEWPORT
Radio-frequency energy site ID cRAN_RLos_csTAN_oo4 BOULEVARD(SLC5324)
may exceed exposure limits. FCC ID 0
If questions,contact facility owner. NEWPORT BEACH,CA,92663
0 0
OWNER / OPERATOR NOTE:
ANTENNA SIGNAGE: SITE ID LABEL TO BE AFFIXED AT OR NEAR THE POINT OF SHEET TITLE
ON WOOD POLES - SIGN ON ALUMINUM WITH SS SCREW TO THE POLE POWER CONNECTION WITH TZeS241 LABELING TAPE OR
ON METAL POLES - ADHESIVE VINYL OR PLACARD STRAPPED WITH SS TIES EQUIVALENT BLACK ON WHITE LABELING TAPE OF AT LEAST
ON CONCRETE / COMPOSITE - PLACARD STRAPPED WITH SS TIES 18mm WIDTH WITH EXTRA-STRENGTH ADHESIVE. USE ANY
SIGN PLACEMENT: COMPATIBLE P-TOUCH LABEL MAKER. TEXT SHOULD BE
AFFIX TO THE STRUCTURE 3-4' BELOW THE COMMERCIAL RE ANTENNA(S) PRINTED IN ALL CAPS WITH A MINIMUM HEIGHT OF 1/2".
SIZE APPROX. 8" x 5"
SHEET NUMBER
ANTENNA SIGNAGE EMERGENCY CONTACT SIGN D-2
NOT USED 24"x36" SCALE NTS 5 POLE MOUNTED SIGNS 24"x36" SCALE: NTS
11%17" SCALE: NTS 11"x17" SCALE: NTS L
FOR REFERENCE ONLY
at&t
REV. DATE DESCRIPTION I D771 APPR.
ANTENNA 12' DIA. X 6$ L.G. A 1 03/2019 WAS 1VTH NO CDAT14G T.L.
(BY OTHERS) -
"F"LEVEL CON FIG CODES "P"LEVEL CON FIG GORES
OPTION CLASS ENTRY INFO. OPTION CLASS ENTRY INFO. ERICSSON
6' OCT. POLE TOP
(ACROSS FLATS)WITH COATING I MD( 81 330 COMMERCE,STE.200
1-7/8, f 5/8" I.D. 6'-0" f 1' HH COVER 45209 FINISH 3
RACEWAY (T'rP) IRVINE,CA 92602
DOCR SCRS STD BASEPLATE 62470E
MISC. MOD MODFE NOTE #8 COLLAR 65832E 1 OGT
5-7/8' OCTAGONAL D.D. POLE TOP CON. M0093
(16"J 24' f 1" (ACROSS FLATS) CAST
•) ALUMINUM TOP COLLAR CAST-IN M0027
STRUCT MOD MOODC1 NOTE #9 `w
_ (STANDAltO MOD93 POLE TOP} M S UAR
o2-3/9' O.D. GALV STEEL (4) 1/2"-13UNC x 1-3/4, WIRELESS'
PIPE 0 270' I LI3. COUPLINGS WITH 12" LG. CENTRECON BASE PLATE OCTAGONAL POLES
ANCHORS O 90' APART DNA 1567 CALLE AVANZADO
3-11/16' DIA. BOLT CIRCLE' POLE SAN CLEMENTE CA 92673(949)391-6824
POLE OVERALL ULTIMATE POLE
I : ' DESIG- HEIGHT POLE BOLT BASE G.L. MOMENT WEIGHT
{1s'] NATION ABOVE LENGTH CIRCLE D.D.
-i/(MOD27)- GRADE
1-1/2" TAPERED TO 1-1/4' CBOX09 29'-3" 29'-6" 12-1/2' 9-7/16'1 34,800 1250
WIRE EXIT m 27T
( )POLES REQUIRED,EACH WITH:
(1)r LVANI2ED STEEL CLAMP ON ARM ASSEMBLY(PIN:T.B.D.) DRAWN BY: EG
CiA
(4)OPTIONAL 1"x 34'x 4"Qt 55 ANCHOR BOLTS(PIN:42025E) CHECKED BY: MM
NOTES:
1_ MIX(11131):LA BLACK&WHITE,EXPOSED AGGREGATE FINISH WITH AMERSHIELD
]w I ANTI-GRAFFITI COATING.
2. ASTM C-150 TYPE III GRAY CEMENT.
19 27Z 3. 1'e @ 28 DAYS=7,000 PSI,USING SPUN CYLINDER TEST.
POLE WIRE EXIT TOP DETAIL 4. Pc @ 28 DAYS=5,000 PSI,USING ASTM C-31 CYLINDER TEST.
-0
LENGTH 5. POLES MANUFACTURED TO ASTM C-1089-13 SPECIFICATIONS.
29'-6' Il 6. PROTECTIVE COAT EXPOSED P.C.WIRES AT POLE ENDS.
P HANDHOLE ffi 7_ PRESTRESSED WITH(8)9 MM DIA A-421 PRESTRESSING TENDONS.
HEIGHT AMERON I.D. TAG 8. MODFE-POLE BOTTOM PREPARATION FOR FREEZING OR CORROSIVE COASTAL B 09/2112018 100%CONSTRUCTION
ABOVE POLEORIENTATION ENVIRONMENTS;SEE DOCUMENTATION. A U9/1712U18 9U%CONSTRUCTION
GRAD E
9--3 9. MCDDCI:CORROSION INHIBITOR ADMIXTURE MODIFICATION.
29'-3" - 1/2' �� REV DATE DESCRIPTION
COVER (Tw.} 10.THE POLE DEPICTED ON THIS DRAWING IS DESIGNED TO WITHSTAND THE LOADS
IMPARTED BY(1)TOP MOUNTED ANTENNA(NOT TO EXCEED&1 SQ FT EPA,115
(a) 9mm PRESTRESSING LISS)&(1)SINGLE CLAMP ON ARM(NOT TO EXCEED V LENGTH,2.5 SCL FT-EPA,
STEEL WIRES 35 POUNDS)WITH THE ARM HOLDING A DOWNWARD FACING AREA OR PENDANT pFE S51❑
ASW A421 LUMINAIRE(NOT TO EXCEED 2.5 SQ.FT.EPA,50 POUNDS);THE POLE DEPICTED Q � w �4(
SPUNCAST. IS DESIGNED TO WITHSTAND THE LOADS IMPARTED BY THE LMA,LUMINAIRE& CR,
�`�ypv N
PRESTRESSED 1-3/4'wall ANTENNA AS DESIGNED PER THE ASCE 7-10 USING A 110 MPH WIND ZONE y D
CONGRETE POLE HAND HOLE 112 CA SPIRAL (3-SECOND GUSTS),RISK CATEGORY 2,NON-BUILDING STRUCTURE,EXPOSURE
FRAME STEEL WIRE AT 3" PITCH C,SITE CLASS D,WITH SURFACE ROUGHNESS CATEGORY C,WITH NO HILL NOR La rj4� 7
►a GA. x 6" a5r01 A1O84 ESCARPMENT CONSIDERED.SEISMIC IS PER ASCE 7-10,CALIFORNIA BUILDING
BARE COPPER CODE USING A MAXIMUM Ss=1.549&Si=0.578_PLEASE CONTACT&ADVISE
AMERON I.O. TAG ® 0' CROUNOWIRE #11 CA, WNGFTll DINAL
SPIRAL CAGE WIRE STEEL WIRE WELDED MANUFACTURER IF INTENDED LOADING EXCEEDS THESE VALUES.
2-1/4' x 5-5/6" HANDHOLE (AT FRAME LOCATION) ASFI,IPOggI IRE �J,9r (.''IV11-
WITH CAST ALUMINUM FRAME &GROUND WIRE ARE OFCA�-�F
& FLUSH COVER 0 D' TO BE CONNECTED &
COVER TO BE ATTACHED PRIOR SECURED PRIOR TO
TO SHIPMENT WITH STANDARD CASTING CONCRETE POLE SECTION
(STD) DOOR SCREWS APPROVED BY DATE
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEV
ARE ACTING UNDER THE DIRECTION OF A LICENSED
GRADE UNE
(Z ARE
ENGINEER,TO ALTER THIS DOCUMENT.
777
:..:�.: (4) 1-1/4- X ,_ M.
M SQUARED WIRELESS
3. a' 12" SO. x 1' THIt. &h5E SLOTS EQUALLY LY SPACED 0 90'
"SPECIAL GRADE ANCHORS+* PLATE, ASTM A36, APART ON A 12'TO 13' DIA4
(4) 1' k 36"x 4'GAILY, ANCHOR GALVANIZED STEEL BOLT CIRCLE H U N Tl N G TO N BEACH, CA SITE ID:CSTAM 04A
BOLTS WITH HEX NUTS AND 2810[CS]NEWPORT
WASHERS ASTM F1554 GR.55(P/N: 42026E OR EQUIVALENT 9Y CBOX09 POLE WITH Be ARM ASSEMBLY BOULEVARD(SLC5324)
OTHERS). FOUNDATION DESIGN IS 6" t 1/2' I.D. RACEWAY NEWPORT BEACH,CA,92663
BY OTHERS. SPECIFIC FOUNDATION THIS DOCUMENT CONTAW INFCRNATION WHICH IS PROPRIETARY TO NATOI OI,WE L VARC0.R SHALL NOT BE
DESIGNS MAY REOUIRE ALTERNATIVE REPRODUCED,USED OR DISCLOSED TO AMTCNE MITNDVT THE PRIOR WRIT,EN PERMISSION oe NATONAL OILWELL VARCU.
BOLT REQUIREMENTS
BASE PLATE DETAIL DRAWN: A.F. DATE: 12/12/2018
SHEET TITLE
1'i 's 1� SCALE: DWG. NO. REV
"PUANCETOANYCOUENOTFXPLICITLYLISTEDONTMSDPA(MIiG1SNOTG1.d4RM/7EE17. - N.T,S. 1 812-0�2 A POLE DETAILS
PLEASE CONTACT AM TICWL OIL WELL,VARGO 1F YOU NAVE SPECIFIC CODE REQUREMENTA
SHEET NUMBER
S-1
NOTE: EXOTHERMIC WELD CONNECTIONS 0 NOTE:
ALL GROUND CONDUCTORS TO BE #6 UTILITY DESIGN AND RUNS ARE PRELIMINARY. PENDING
THHN/THWN GREEN STRANDED COPPER MECHANICAL TYPE CONNECTIONS 0 FINAL DESIGN FROM UTILITY PROVIDERS
UNLESS OTHERWISE NOTED OR REQUIRED
BY EQUIPMENT MANUFACTURER. GROUNDING BAR 0
e r4_� (1) NEW 2205 RADIO & �t�t
• 4T4R D-1 NEW ANTENNA
O-1
AC SOURCE (1) FUTURE RADIO
• EIITTHER B2DORRB66AARE SAME BAND, pi (2) NEW 2203 RADIO
AWS/PCS/WCS 5GHz RRH-3: (LAA), 2T2R MECHANICAL
• USE OF DOUBLE MOUNTING BRACKETS
a a a a a a CPRI CASCADING RRH-1/RRH-2 CONNECTION, TYP.
+ + + 44 (1) NEW 2205 RADIO & A.
D-1 (1) FUTURE RADIO -
D1 (2) NEW 2203 RADIO -
NEW #18 AWG ERICSSON
THHN/THWN STRANDED 330 COMMERCE,STE.200
DOUBLE DOUBLE 0 0 IRVINE,CA 92602
MOUNTING MOUNTING THWN GREEN-,,
THHN
BRACKET RRH-1 RRH-3 BRACKET NEW # /
2203 B2 OR B66A 2205 B46 STRANDED GROUND FROM
OPR/QC OPR QC EQUIPMENT TO GROUND BUS
PSU PSU
NEW GROUND D1 NEW RAYCAP DISCONNECT WITH M SQUAR�•J
FIBER � BUS BAR
RRH-2 INTEGRATED SURGE PROTECTION t
WIRELESS
B2 OR B66A
OPR/QC NEW DISCONNECT cm O 1387 CALLE AVANZADO
WITH INTERGRATED P SAN CLEMENTE CA 92873(949)3918824
°-1 SURGE PROTECTION
FIBER
AC CABLE AC CABLE
9 NEW AT&T
D-1 DISCONNECT
Ac cABLE 9 NEW AT&T
D1 DRAWN BY: EG
DISCONNECT
FIBER CHECKED BY: MIA
3 NEW SCE
D1 UN—METERED
FUSED PANEL
AC CUT-OFF SWITCH 6 NEW SCE
FIBER NEW #6 THHN/THWN 0-1 UN—METERED
DEMARCATION GREEN COPPERINNDED FUSED PANEL
BOX/SPLICER Ac souRCE COATED MAIN GROUND
CONDUCTOR/RISER
B 09/21/2018 100%CONSTRUCTION
EXOTHERMIC WELD NEW 1" SCH-80 PVC CONDUIT; A 09/17/2018 90%CONSTRUCTION
DARK FIBERS CONNECTION TO NEW #12 AWG THHN/THWN STRANDED REV DATE DESCRIPTION
TO/FROM HUB GROUND ROD
-_
NEW 120V POWER SERVICE
NEW 5/8"0 x 8'-0" OFE55rfl
COPPER—CLAD STEEL
GROUND ROD I �4 JIpT
EXISTING POWER SUPPLY + 0'.
coDip 02
r�
PICO PLUMBING DIAGRAM 11.17' SCALE: NTS 5 GROUNDING SCHEMATIC 11 x36.. SCALE: NTS 3 SINGLE LINE DIAGRAM 11%17 SALE: NTS 1 54 7
11"x17" SCALE: NTS
C110-
OF riA\
STRIKESORB 120V
a PROTECTION
I IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
DISCONNECT SWITCH ARE ACTING UNDER THE DIRECTION OF A LICENSED
IfYF11L
PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
Q
- 5
m D-1
W SITE ID:CSTAM 04A
p1 CONNECTION FOR POWER IN 2810[CS]NEWPORT
4 BOULEVARD(SLC5324)
1 JUMPER GROUND NEWPORT BEACH,CA,92663
O CONNECTIONS
DEAD-FRONT FOR LIVE
7 AMP CIRCUIT BREAKERS COMPONENTS I SHEET TITLE
ELECTRICAL DETAILS
CHASSIS GROUND CONNECTION
SHEET NUMBER
E-1
NOT USED 24"x36" SCALE NTS 6 NOT USED 24"x36" SALE: NTS 4 BREAKER SCHEDULE 11%17" SCALE: NTS
11%17" SCALE: NTS 11"x17" SCALE: NTS 11"x17" SCALE: NTS 2