HomeMy WebLinkAbout20190610_Plans HBNPB_045 SITE NAME: HBNPB 45A -
SITE NUMBER: CRAN RLOS HBNPB 045at&t
PROJECT: CRAN/ SMALL CELL
USID: 188451
SooPACE: MRLOSO45151
ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE E R I C5 SD N
WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE
LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE PLANS IS TO BE 33O COMMERCE,STE.200
CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES. IF USING 11"x17"PLOT,DRAWING WILL BE HALF SCALE
1. 2016 CALIFORNIA ADMINISTRATIVE CODE IRVIN E,CA 92602
2. 2016 CAL IFORNIAELECTRICCOD CODE
, CONSTRUCTION DRAWING
3. 2016 CALIFORNIA ELECTRIC CODE
4. 2016 CALIFORNIA MECHANICAL CODE
5. 2016 CALIFORNIA PLUMBING CODE
- at&t
;00'
6. 2016 CALIFORNIA FIRE CODE ;000"
7. ANY LOCAL BUILDING CODE AMENDMENTS TO THE ABOVE THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS&AUTHORIZE
8. CITY/COUNTY ORDINANCES THE SUBCONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN.ALL
9. NEC,NATIONAL ELECTRIC CODE DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT&MAY IMPOSE M S QU A R �•
10. CALIFORNIA TRAFFIC CONTROL LANE CLOSURES MUTCD -� CHANGES OR MODIFICATIONS.
HANDICAP REQUIREMENTS: WIRELESS"
APPROVED BY: INITIALS: DATE:
FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.HANDICAPPED ACCESS 1387 CALLE AVANZADO
NOT REQUIRED IN ACCORDANCE WITH CALIFORNIA1103B. ADMINISTRATIVE STATE CODE POLE TYPE: (N) CONCRETE LIGHT POLE AT&T RF ENGINEER: SAN CLEMENTE CA 92673(949)391-8824
PART 2,TITLE 24,CHAPTER 11 B,SECTION 1103B.
CODE COMPLIANCE AT&T OPERATIONS:
POLE ID #: 4804 SITE ACQUISITION MANAGER:
PROJECT MANAGER:
THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.A TECHNICIAN WILL
VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE.THE PROJECT WILL NOT ZONING VENDOR: DRAWN BY: DAM
SRESULT IN ANY SGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE;NO
EWER SERVICE,POTABLE WATER,OR TRASH DISPOSAL ISREQUIRED AND NOTARY SITE ADDRESS: 331 [CS] CAMEO SHORES ROAD
COMMERCIAL SIGNAGE IS NEW. LEASING VENDOR:
CHECKED BY: MM
CONSTRUCTION MANAGER:
GENERAL NOTES (SLC4804), CORONA DEL MAR, CA 92625 A/E MANAGER:
PROPERTY OWNER:
AREAMAPS UTILITY MANAGER:
0 Dig Alert VICINITY MAP LOCATION MAP APPROVALS D 06/07/2019 REVISION
KnowwharsbelOW. c 12/15/17 1 100%CONSTRUCTION
O Call before you dig. + -
B 11/30/17 1 PER CLIENT REVIEW
CALIFORNIA SOUTH ' Q 's AT&T PROPOSES TO INSTALL A NEW WIRELESS INSTALLATION LOCATED IN THE PUBLIC RIGHT
Call Two Working Days Before You Dig! A " g' .� A 11/24/17 90%CONSTRUCTION
�1 �'; I V OF WAY TO IN CONCRETE LIGHT POLE.
811/800-227-2600 4
`� REV DATE DESCRIPTION
. 3 �•� THE SCOPE WILL CONSIST OF THE FOLLOWING:
IONACORONA -
a~_ OEL MAR • •+
DIG ALERT �'+ F-' �t_, AT&T TO REMOVE (1) EXISTING CONCRETE STREETLIGHT
.. •� L�Ylr�6 �S' v ' AT&TTO INSTALL (1) 29'-3"CONCRETE STREETLIGHT
AT&T TO INSTALL (4) NEW AT&T REMOTE RADIO UNITS �pF E55/fly
AT&TTO INSTALL (1) NEW AT&T OMNI-DIRECTIONAL ANTENNA et A-W� 'y
AT&T TO INSTALL (1) NEW AT&T ANTENNA SHROUD
PUBLIC/PRIVATE: PUBLIC RIGHT-OF-WAY d 6mlb:lte[Beauty s� - AT&T TO INSTALL (2) NEW AT&T 2"POWER/FIBER RISER
'rT0C
,. O .., C:�* 4 d5ii raw
s al * AT&T TO INSTALL (1) NEW AT&T2"COAX RISERS +l ❑ �.
ADDRESS: 331[CS]CAMEO SHORES ROAD(SLC4804), :� ivmI0 z.S SI eson0 AT&T TO INSTALL (1) NEW DISCONNECT y Cn
CORONA DEL MAR,CA 92625 AT&T TO INSTALL (1) NEW HANDHOLE
APPLICANT: AT&T
ADDRESS: 1USTIN,CA927AVE PROJECT DESCRIPTION
TUSTIN,CA 92780
LATITUDE(NAD 83): 33.588696 LL
LONGITUDE(NAD 83): -117.859214 F7 !.'.-SITE �� ' � TH.--i:. �� C[v'L ¢�\
LAT/LONG TYPE: NAD-83 - S'' •�I '2
GROUND ELEVATION(NAVDB8) ±132.52' �* R .l/ +, .�a` �� � r, SHEET NO: SHEET TITLE 9��OF CA4�F�
JURISDICTION: CITY OF
RIGHT
OF BEACH _.
CURRENT ZONING: PUBLIC RIGHT OF WAY r.
PROPOSED USE: UNMANNED TELECOMMUNICATIONS N- TITLE SHEET
-- �� � GN-1 GENERAL NOTES
POWER COMPANY: SCE M.,"Ott 6 won Rol A-1 SITE PLAN IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
ADDRESS: 2131 WALNUT GROVE rowt Vill. ARE ACTING UNDER THE DIRECTION OF A LICENSED
ROSEMEAD,CA 91770 A-2 ELEVATIONS PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
1
ppp A3 ELEVATIONS
N A-4 SITE IMAGE
PROJECT SITE INFORMATION y D-, DETAILS
D-2 DETAILS SITE ID:HBNPB 45A
S-1 POLE DETAILS 331 [CS]CAMEO SHORES
[t A E-1 ELECTRICAL B GROUNDING DETAILS ROAD(SLC4804)
PROJECT MANAGER: ENGWEER. s r CORONA DEL MAR,CA,92625
M SQUARED WIRELESS M SQUARED WIRELESS .J n y L'l
1387 CALLE AVANZADO 1387 CALLE AVANZADO
SAN CLEMENTE,CA 92673 SAN CLEMENTE,CA 92673
PERMITTING: SENIOR TECHNICAL PROJECT MANAGER
M SQUARED
QUA DRIVING DIRECTIONS DIG ALERT
M SQUAREDED WIRELESS AT&T SHEET TITLE
SAN CALLE AVACLEMENTE,
CA
1452 EDINGER AVE. D RAW I N G INDEX
RAN CLEMENTE,CA 92673 TUSTIN,CA 92618 DIRECTIONS FROM AT&T OFFICE:
RF ENGINEER: CONTACT:TED SUEKAWA DESTINATION WILL BE ON THE RIGHT. r TITLE SHEET
AT&T EMAIL:TS4994@ATT.COM DIRECTION ARE TAKEN FROM 331[CS]CAMEO SHORES ROAD(8LC48D4), Dig Alert
1452 EDINGER AVE. 1452 EDINGER AVE. CORONA DEL MAR,CA 92625 O
TUSTIN,CA 92618 TUSTIN,CA 92780
Know .what's below.
CONTACT:KARLO DAVINAGRACIA 1. HEAD NORTHEAST SUBCONTRACTOR SHALL VERIFY ALL PLANS&EXISTING DIMENSIONS 8 CONDITIONS ON
EMAIL:KD270J@ATT.COM 2. TURN LEFT TOWARD AT&T O Call before you dig. THE JOB SITE&SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY SHEET NUMBER
3. TURN RIGHT ONTO AT&T DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME.
4. TURN LEFT ONTO EDINGER AVE CALIFORNIA SOUTH
5. TURN LEFT ONTO THE STATE ROUTE 55 S.RAMP Call Two
Working Days/800-227f 2600 gl T 1
6. TAKE EXIT 5A TOWARD STATE ROUTE 73 S./SAN DIEGO
7. TAKE EXIT RIGHT TO MERGE ONTO NEWPORT COAST DR
PROJECT TEAM 8. TURN LEFTONTO C EL AMEOSHORE R DO NOT SCALE DRAWINGS
9. TURN LEFT ONTO CAMEO SHORES RD
NEW ANTENNA GROUT OR T T TELCO RUN 1.THE FACILITY IS AN UNOCCUPIED DIGITAL TELECOMMUNICATION FACILITY. y
Q
5/8"X 10'-0",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.e I
G G GROUNDING CONDUCTOR (XIT GROUND ROD) at&t
3.PRIOR TO THE SUBMISSION OF BIDS,THE CONTRACTORS SHALL VISIT THE JOB
GROUND BUS BAR CONCRETE
-'"- ■ 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
• BE BROUGHT TO THE ATTENTION OF THE IMPLEMENTATION ENGINEER AND
GRAVEL MECHANICAL CONNECTION ENGINEER PRIOR TO PROCEEDING WITH THE WORK. 1v -
■ 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
l GROUND ACCESS WELL THE CONTRACT DOCUMENTS.
SAND FUSE,SIZE AND TYPE AS INDICATED. doe
�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.H222NRB PRECEDENCE. E R I CS SO N
T TELEPHONE BOX WOOD BLOCKING M UTILITY METER BASE
TRANSFER SWITCH,2P-240V-200A,NO FUSE, 6.ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT
STEEL 0H MANUAL MANUAL ENCLOSURE ACCORDANCE WITH ALL APPLICABLE CODES,REGULATIONS AND ORDINANCES. 33O COMMERCE,STE.2OO
LIGHT POLE TRANSFORMER CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS,
LIGHTING FIXTURE,FLUORESCENT,10.94"x4'-0",2/4OW, ORDINANCES,RULES,REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC IRVINE,CA 92602
CENTERLINE AUTHORITY REGARDING THE PERFORMANCE OF THE WORK.MECHANICAL AND
® FND.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 V-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 �;
S HUBBELL CATALOG#HBL 1201CN CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE IMPLEMENTATION M S QU A R `J
Al REVISION GROUND CONDUCTOR EXIT SIGN,THERMOPLASTIC LED,SINGLE FACE,UNIVERSAL ENGINEER AND WITH THE LANDLORD'S AUTHORIZED REPRESENTATIVE. W I R E L E SS
Ko MOUNTING,W/BATTERY PACK,HUBBELL LIGHTING CATALOG c
#PR JS 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 CODE APPROVED MATERIALS. SAN CLEMENTE CA 92673(949)391-6824
COMBINATION,EXIT SIGN 8 EMERGENCY LIGHTING,
ou OVERHEAD SERVICE EXIT HUBBELL LIGHTING 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&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.
u #HE6-50-2-R91 O POLE 10.DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN.MINOR MODIFICATIONS
X ELEVATION REFERENCE —01R/01-01^/°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: DAM
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 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
L�^C 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
Q 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 IMPROVEMENTS,PAVING,CURBS,VEGETATION,GALVANIZED SURFACES,ETC.,AND
UPON COMPLETION OF WORK REPAIR ANY DAMAGE THAT OCCURRED DURING
CONSTRUCTION TO THE SATISFACTION OF AT&T. D 06/07/2019 REVISION
13.KEEP GENERAL AREA CLEAN,HAZARD FREE,AND DISPOSE OF ALL DIRT,DEBRIS, C 12/15/17 100%CONSTRUCTION
A AMPERE EMT. ELECTRICAL METALLIC TUBING MTE MOUNTED TO TOP OF FOUNDATION RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE B 11/30/17 PER CLIENT REVIEW
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 11/24/17 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 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 ESSrfl�
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. FINISH(ED) P POLE WD WIDE(WIDTH) ITEMS,VERIFY THE TYPES AND QUANTITIES. �(d .t �W�•Q'fT
AT. AMPERETRIP FLR. FLOOR P/C PRECAST CONCRETE W/ WITH V'
AWG. AMERICAN WIRE GAUGE FLUOR FLUORESCENT PCs PERSONAL COMMUNICATION SERVICES W/O WITHOUT /{I � a
BATT. BATTERY FDN. FOUNDATION PH PHASE WD. WOOD 16.CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE AND /�
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 17.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE SITE LL1 :7 V
BLK. BLOCK F.O.S. FACE OF STUD PRC POWER PROTECTION CABINET XFMR TRANSFER AND NOTIFY THE PROJECT MANAGER OF ANY DISCREPANCIES BEFORE STARTING LC
BLKG. BLOCKING F.O.W. FACE OF WALL PRC PRIMARY RADIO CABINET XFMR TRANSFORMER
SM. 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 B PLATE,PROPERTY LINE 18.CONTRACTOR TO PROVIDE COMPLETE SET OF AS BUILT DRAWINGS WITHIN 10
BTCW. BARE TINNED COPPER WIRE GU FUSE P.T.GROUND PWR. POWER(CABINET)URE ED WORKING DAYS OF PROJECT COMPLETION. l C[v'L ¢�\
BTS. BASE TRANSMISSION SYSTEM GR GROWTH(CABINET) QTY. QUANTITY �q� OF CAS- D
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 lsnvlouTION OF LAW FOR ANY PERSON,UNLESS THEY
COMA 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
CLG. CEILING HDR. HEADER RECEIVER AIR INTERFACE TRAY
C CLEAR HGR, HANGER SAF SAFETY REPLACEMENT.CITY OF NEWPORT BEACH UTILITIES YARD:949 W.16TH STRUCTURAL ELEMENTS HAVING A BEARING ON THE SCOPE OF THE WORK TO BE
SAF
CMU CONCRETE MASONRY UNIT(JAMB BLOCKS) HPS HIGH PRESSURE SODIUM $CH. SCHEDULE STREET NEWPORT BEACH CA 92663.CONTRACTOR SHALL DISPOSE OF THE PERFORMED.IF ANY DISCREPANCY IS FOUND BETWEEN THE VARIOUS ELEMENTS
COL. COLUMN HT. HEIGHT SDBC SOFT DRAWN BARE COPPER EXISTING STREET LIGHT POLE AND ARMS IF UNWANTED BY THE CITY OF OF THE WORKING DRAWINGS AND THE DIMENSIONS OR CONDITIONS FOUND TO BE
CONC. CONCRETE ICGB. ISOLATEDCOPPERGROUNDBUS SEC SECONDARY EXISTING IN THE FIELD,THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SITE ID:HBNPB 45A
CONN. CONNECTION(OR) IN.(") INCH(ES) SHT. SHEET ANY REASON. OBTAIN DESIGN RESOLUTION PRIOR TO PROCEEDING WITH THE PORTION(S)OF THE
CONST. CONSTRUCTION INT. INTERIOR SIM. SIMILAR 4. WHERE REMOVED OR DAMAGED BY CONSTRUCTION,ALL CURB,GUTTER WORK AFFECTED.THE CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY 331 [CS]CAMEO SHORES
CONT. CONTINUOUS LB.(#) POUND(S) S.N. SOLID NEUTRAL AND SIDEWALK SHALL BE REPLACED IN ENTIRE SECTIONS BETWEEN FAILURE TO SO NOTIFY THE ENGINEER AND OBTAIN RESOLUTION BEFORE ROAD(SLC4804)
d PENNY(NAILS) L.B. LAG BOLTS SPEC. SPECIFICATION(S) EXPANSION JOINTS.NO SAW CUTTING AND PARTIAL PATCHING SHALL BE PROCEEDING.
DBL. DOUBLE L.F. LINEARFEET(FOOT) SQ. SQUARE CORONA DEL MAR,CA,92625
DC DIRECT CURRENT L. LENGTH S.S..$ STAINLESS STEEL PERMITTED.ALL CONSTRUCTION DETAILS FOR REPLACEMENT SECTIONS
DEN1. DEMAND L. LOW PRESSURE
STD. STANDARD SHALL BE PER CITY OF NEWPORT BEACH.
D.F. DEPARTMENT LPS LOW PRESSURE SODIUM STR 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
DIAL. 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 MUTED FOR SHEET NUMBER
TRAFFIC CONTROL.
GN-1
ABBREVIATIONS 121 CITY OF NEWPORT BEACH NOTES 131 GENERAL NOTES 14
NOTE: a
1. IF DIMENSIONS SHOWN ON PLAN DO NOT SCALE CORRECTLY,CHECK FOR REDUCTION U Gv Oa 3 \
OR ENLARGEMENT FROM ORIGINAL PLANS.
2. UTILITY DESIGN&RUNS ARE PRELIMINARY.PENDING FINAL DESIGN FROM UTILITY
PROVIDERS.3. CONTRACTORS TO VERIFY SUB STRUCTURE LOCATIONS PRIOR TO ANY EXCAVATION.
4. ALL CONDUCTORS/WIRES 8 CONDUIT,SHALL BE INSTALLED IN A NEAT&TIDY FASHION.
Gu
ALL EXCESS WIRE SLACK IS TO BE REMOVED&HIDDEN AS MUCH AS POSSIBLE. Q ����F, \ I / / - -
5. ALL NEWLY INSTALLED EQUIPMENT SHALL BE PAINTED TO MATCH EXISTING POLE,&
OR SURROUNDINGS UNLESS PROHIBITED PER MANUFACTURER.
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.
mot
_ o ,
ERICSSON
RQw—_-----'
CIF (E)TREE(TYP.) 330 COMMERCE,STE.200
\ � / / /
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(E)SIDEWALK(TYP.) / / (V
o
p ^ BUILDING /
\ h4 (TYP.) /
' (E)U/G SCE VAULT(ID TBD); ,9 _ _ _ _ _ PROPOSED t155'0'U/G / (�
PROPOSED POWER POC, / / ry� —� POWER RUN FROM(E) /
SEE NOTE 7 / w D-2 SCE VAULT(ID )TO
(N)WTRHANDHOLTBDE, / M SQUAR
\\ -- PROPOSED t1 T) WIRELESS
(lr!3,,.,r / /^ SEE NOTE
4 POWER RUN FROMROM(E / / / / / w /
D-2 SCE VAULT(ID TBD)TO �"`� I
IN)WTRHANDHOLE, j ~�� C/F 1387 CALLE AVANZADO
ROW—
SEE NOTE I --------_ ---- / w SAN CLEMENTE CA 92873(949)391-8824
W /
I w /
/ I I
DRAWN BY: DAM
CHECKED BY: MINI,
� w
I w O I I I l l
II r BUILDING w
I I I I 1
♦ I 1
22'-1,.
D 06/07/2019 REVISION
w I I I 2.O.w C 12/15/17 100%CONSTRUCTION
APN: 475-054-09 I, i I (E)HANDHOLE,TVP. I 1 B 11/30/17 PER CLIENT REVIEW
PROPOSED U/G POWER RUN FROM w
(N)WTR HANDHOLE TO(N)CONCRETE A 11/24/17 90%CONSTRUCTION
I I I
STREETLIGHT(BY AT&T)
REV DATE DESCRIPTION
(E)CITY OF NEWPORT BEACH I I- w
CONCRETE STREETLIGHT(4804)TO (N)U/G FIBER RUN FROM(N) I W I �-2
BE REMOVED&REPLACED W/(N) , I FIBER HANDHOLE TO(N) i
CITY OF NEW PORT CONCRETE D-2 --
STREETLIGHT W/N EQUIPMENT AT
SAME LOCATION( I I CONCRETE STREETLIGHT V-3(BYAT&T) I U "ate (BY AT&T);SEE NOTE 6 i ti I �pF E55 f fl�
40 [1 Wyq C
(N)WTR HANDHOLE TO 8E PLACED
p.1 BELOW GRADE(BY AT&T)I I 1 y�.❑yp. R�o�I (E)CITY OF NEWPORT BEACH CONCRETE C7 n A3
I, 7 (N)FIBER HANDHOLE TO BE PLACED STREETLIGHT(4804)TO BE REMOVED& 4J V 7
D-1 BELOW GRADE(BY OTHERS UNDER REPLACED W/(N)CITY OF NEWPORT BEACH
SEPARATE PERMIT) CONCRETE STREETLIGHT W/(N)EQUIPMENT .
,1 AT SAME LOCATION(BY AT&T)
e III CIVII11-
NEW AT&7 PROJECT LOCATION.ENLARGED I I
SEE GED SITE PLAN 11 '1
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
(E)SIDEWALK(TYP.) 1 �� ARE ACTING UNDER THE DIRECTION OF A LICENSED
\ ) 1 __ PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
(E)TREE(7YP.) 1 ,�- -
- I 1-2
A-2
SITE ID:HBNPB 45A
` 331 [CS]CAMEO SHORES
ROAD(SLC4804)
CORONA DEL MAR,CA,92625
SHEET TITLE
0
SITE PLAN
N I I N
x v e
"g® SHEET NUMBER
A-1
SITE PLAN 24"x17" SCALE: '" = 40'-C" 20' - 1 ENLARGED SITE PLAN 24"x36" SCALE: 1/8" = 1'-U" 4' S' 6' A
11"x17" SCALE: 1" = 40'-°" � 11"x17" SCALE: 1/16"= 1'-°" L
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. - -
au
00-0
T/OF N ANTENNA
( ) (N)AN
L. TENNA MOUNTED ON(N) 1�
.-9"A.G.L. -
�C/L OF(N)ANTENNA EQUIPMENT SHROUD D-1
33'-9"A.G.L. E:RICSSON
B/OF N ANTENNA RADIOS,(MEN)205 RADIO&(1)(FUTURE 20AT&T_25
24
32'-9"A.G.L. RAYCAP RADIO WITHIN SHROUD D-1 330 COMMERCE,STE.200
T/OF N EQUIPMENTSHROUD IRVIN E,CA 92602
32'-9"A.G.L.
S/OF N EQUIPMENT SHROUD RE-USE(E)LED LUMINAIRE,
9'-3"A.G.L. SEE NOTE 2
TI OF N POLE
29'-3"A.G.L.
M SQUAR(•j
WIRELESS
�2 GENCY
CONTACT
2 CONTACTSIGN 1387 CALLE AVANZADO
SAN CLEMENTE CA 92673(949)391-6824
T/OF E POLE
25'-2"A.G.L.
p2 (N)ANTENNA SIGN
(N)NEWPORT BEACH CONCRETE DRAWN BY: DAM
STREETLIGHT(4804)(BY AT&T) g_1
CHECKED BY: MM
D 06/07/2019 REVISION
C 12/15/17 100%CONSTRUCTION
B 11/30/17 PER CLIENT REVIEW
A 11/24/17 90%CONSTRUCTION
SEE SHEET FOR
REV DATE DESCRIPTION
(E)CITY OF NEWPORT BEACH CONCRETE POLE DIAMETER
R
STREETLIGHT(4804)TO BE REMOVED&
REPLACED(BY AT&T)
(E)STREET SIGNAGE TO BE BE
RELOCATED TO(N)POLE STREET SIGNAGE V' 'I L d
T/OF E STREET SIGNAGE T/OF E STREET SIGNAGE y 0� 02
9'-7"A.G.L. 9'-7"A.G.L. p' T C
' S4 7
r�
C10-
OF CA4�F0
(N)WTR HANDHOLE 7-9
(BEYOND)
(BY AT&T) p-1
LA-.-T�..NOF LAW FOR ANY PERSON,UNLESS THEY
(E)POLE FOUNDATION TO BE (N)FIBER BOX 7 NDER THE DIRECTION OF A LICENSED
BEYOND)(BY OTHERS) ENGINEER,TO ALTER THIS DOCUMENT.
REMOVED&REPLACED(BY AT&T) �( D-1
(E)HANDHOLE,TYP.
E GROUND LEVEL E GROUND LEVEL _ _ ♦ :
0'-0"A.G.L.
—� SITE ID:HBNPB 45A
331 [CS]CAMEO SHORES
ROAD(SLC4804)
(N)U/G FIBER CONDUIT r CORONA DEL MAR,CA,92625
(N)U/G POWER CONDUIT
D2
SHEET TITLE
(N)POLE FOUNDATION 1
BY AT&T p-2
ELEVATIONS O S
SHEET NUMBER
EXISTING SOUTH ELEVATION 114"x17" SCALE: 3/1S6"-='1'OC" ® Z 17
NEW SOUTH ELEVATION 11Z " SCALE: 3/ _ ''-°" Z 4 A-2
"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. - -
�� au
T/OF N ANTENNA O (N)ANTENNA 34'-9"A.G.L. EQUIPMEN SHROUDED ON(N)
-9O"FA GLA.NTENNA (N)EQUIPMENT SHROUD W/(2)(N)AT&T 2203
2-4
E R I C 5 5O N
B2/O &(1
AGA , )FUTURE 2205
RAYCAP RADIO WITHIN SHROUD D-1 330 COMMERCE,STE.200
T/OF N EQUIPMENTSHROUD IRVIN E,CA 92602
32'-9"A.G.L. RE-USE(E)LED
LUMINAIRE,
e/OF N EQUIPMENT SHROUD SEE NOTE 2
29'_3"A.G.L.
T/OF N POLE
29'-3"A.G.L.
M SQUA1P.
GENCY WIRELESS
�2 CONTACT
0.2 CONTACT SIGN 1387 CALLE AVANZADO
SAN CLEMENTE CA 92673(949)391-6824
T/OF E POLE
25'-2"A.G.L.
2 SEE SHEET S-1 FOR
D 2 (N)ANTENNA SIGN POLE DIAMETER
(N)NEWPORT BEACH CONCRETE DRAWN BY: DAM
STREETLIGHT(4804)(BY AT&T) g_1
CHECKED BY: MM
D 06/07/2019 REVISION
C 12/15/17 100%CONSTRUCTION
B 11/30/17 PER CLIENT REVIEW
A 11/24/17 90%CONSTRUCTION
REV DATE DESCRIPTION
(E)CITY OF NEWPORT BEACH CONCRETE
STREETLIGHT(4804)TO BE REMOVED&
REPLACED(BY AT&T)
(E)STREET SIGNAGE TO BE BE
(E)RELOCATED
9/-OE.STREET SIGNAGE STREET SIGNAGE STREET SIGNAG�G (E)TREE,TYP.
ClRELOCATED TO(N)POLE
7 Cn
DC
I
7-g (N)WTR HANDHOLE OF CAS-CFO
D-1 (BY AT&T)
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
(E)POLE FOUNDATION TO BE (N)FIBER BOX� ARE ACTING UNDER THE DIRECTION OF A LICENSED
REMOVED&REPLACED(BY AT&T) (BY OTHERS) PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
D-1
OD LEVEL EGD LEVEL
SITE ID:HBNPB 45A
331 [CS]CAMEO SHORES
ROAD(SLC4804)
t -- E---E---E---E--- --m; CORONA DEL MAR,CA,92625
--T---T---T---T- T---T---T---T---T --T- (N)UIG FIBER CONDUIT D-2
(N)U/G POWER CONDUIT 3
D-2
SHEET TITLE
(N)POLE FOUNDATION 1
(BY AT&T) 0-2 ELEVATIONS
SHEET NUMBER
EXISTING EAST ELEVATION 114"x17" SCALE: 3/116"—='1'OC" 1 Z NEW EAST ELEVATION 24"x36" SCALE: 3/ _ ''-°" Z 4 A-3
11"x17" SCALE: 3/16" = 1'—O"
at&t
ERICSSON
330 COMMERCE,STE.200
IRVINE,CA 92602
M SQUTAR649
1387 CALLE AVANZADO
SAN CLEMENTE CA 92673(949)39"824
(E) STREETLIGHT
TO BE REPLACED
rt DRAWN BY: DAM
_X do, t
CHECKED BY: MM
RR
y _
#� it
J
D 06/07/2019 REVISION
C 12/15/17 100%CONSTRUCTION
B 11/30/17 PER CLIENT REVIEW
A 11/24/17 90%CONSTRUCTION
REV DATE DESCRIPTION
y4 cc)P�
C10-
a
OF CA4�F0
IT IS VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
_ ARRE ACTINGUNDERTHE DIRECTION OFALICENSED
- - PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
331 [CS]CAMEO SHORES
ROAD(SLC4804)
CORONA DEL MAR,CA,92625
SHEET TITLE
ELEVATIONS
�w
€ SHEET NUMBER
A-4
PROPOSED SITE LOCATION LOOKING NORTHWEST 1
COVER FEATURES:
•STANDARD LOAD RATING:20,800 LBS.WHEEL LOAD ERICSSON MICRO RADIO 2205 GALTRONICS G02410-06621 PSEUDO OMNI CANISTER ANTENNA
ON 10"x20"PLATE MECHANICAL SPECIFICATIONS MECHANICAL SPECIFICATIONS
DIMENSIONS(VJxDxH): ].87CKETA AND
NG FRONT COVER
DIMENSIONS(HxD): 24.9x 10 INCHES
•2 BOLT DOWN LOCATIONS BRACKET AND ESTHETIC FROM COVER (643 x 255 mm)
•STAINLESS STEEL BOX INSERTS VOLUME AND WEIGHT 4 LITRES AND<4 kg(8.821bn)
CONCRETE MOUNTING: WALL AND POLE MOUNT NO.OF CONNECEXCL TORS
BRACKETS: 10X 4.-10D aftt
•N POLYMER KID SURFACESTCONSTRUCTION NO.OF CONNECTORS 10X6.3-tO DIN FEMALE
•NON-SKID SURFACE STANDARD LIFT PINS(2 PL) IANTENNAPORTSNTERFACE IFICATONS: CONNECTOR TYPE& 4X4. 0 DIN FEMALE
ANTENNA PORTS: 2 x 4.5-10(F)
•20K TO BE EMBOSSED ON COVER XxY _ 2� 7.B7 7.97 4.84" � FREQUENCY BAND[MHzI: (1895-2360)MHz
__ CPRI: 2 x 2.515I10 Gbps(EXCHANGEABLE SFP
•APPROXIMATE WEIGHT=120 LBS. ---_ MODULES) O O 4X4.3-10 DIN FEMALE
------ -- OPTICAL INDICATORS: 6 O 10 (3550- A)MHz
EXTERNAL ALARM: 2 2%4.3-tO DIN FEMALE
_ _ c FIELD GROUND: 1 O O . (515-50)MHz
BOLT DOWNS(2 PL) -_ __ w o MAXWINDSPEED: 150 mpb
---_-- ELECTRICAL SPECIFICATIONS:
2"x8"NAMEPLATE - RADOMEMATERIAL ASA
COVER FEATURES: -- � POWER SUPPLY: -0BVCDOR100-250VAC O O
• POLYMER CONCRETE CONSTRUCTION RECESS(1PL) POWEROUrPUr: 97 WATTS MAX 3 O SHIPPING DIMS(UMD): 30'X19'%19°(7624&x 83Hm
MAX HEAT DISSIPATION: 90 WATTS
NON-SKID m GROSS SHIPPING WEIGH: 26165(12kg)
• LIGHTWEIGHT (STANDARD) O O doe
MINIMUM FUSE RATING: AMP D
• STACKA. EFOOT O PART NO.GQ2410-06621-11(GRAY)
• APPROXWEIGHIGHT188LBS. z,z FRONT BACK SIDE B ® PART NO.GQ2410-Ofifi21B11(BROWN)) ERICSSON
i'
7.87" BOTTOM
330 COMMERCE,STE.200
IRVINE,CA 92602
3/8"x3"HEX BOLT 0
(2 PL EA END)
TOP 10.0"
FRONT
9x
(OR APPROVED EQUAL) ]�ed• �7 M SQUARllru•J
WIRELESS
HANDHOLE 24"X36" SCALE: NTS 7 ERICSSON - RADIO 2205 24"x36" SCALE: NT5 4 GALTRONICS OMNI ANTENNA 24"x36" SCALE: TITS 139 CALLE AVANZADO
11"x17" SCALE: NTS 11"x17" SCALE: NTS 11x17" SCALE: NTS SAN CLEMENTE CA 92873(949)391-8824
ELECTROMATE RAYCAP RSCACS53&P-120.0
ERICSSON-MICRO RADIO 2203
-
HINGED 3R ENCLOSURE MECHANICALSPECIFICATIONS
ELECTRICAL MECHANICAL DIMENSIONS(MDxH): 7.8]°x3.94'IS1,INCLUDING MOUNTING
DIMENSIONS: CONNECTION TERMINAL COMPRESSION LUG N-#14 AWG(13-2MMI BRACKET AND ESTHETIC FRONT COVER
SURGEPROTECTIONDEVICE(SPD)TYPE TO UL STRIKESORB 30-A TERMINAL BLOCK#1 O- AWG(6-S14MM2) VOLUME AND WEIGHT: 4 LITRES AND�4.5 kg(9. ft)
A 12" NUMBER OF CIRCUITS PROTECTED:4 ENVIRGNMEkTfAL INGRESS MOUNTING: WALLANDPOMMOUNT
SURGE PROTECTIVE DEVICE(SPD)TYPE PER UL 14494TH EDITION: PROTECTION gP)RATING: NEMA.
B 12" TYPE2COMPONENTASSEMBLV OPERATION TEMPERATURE: (°C)-00°CTO a80°C DRAWN BY: DAM
SURGE PROTECTION DEVICE(SPD)CLASS TO IEC 61 11:CLASS II INTERFACE SPECIFICATIONS:
STORAGE TEMPERATURE: (°C)-70°CTO a80°C
C 6" NOMINAL OPERATING VOLTAGE[UNI:PER ILL
ENCLOSURE TYPE _ 7.87" 7.B7" 3.94" ANTENNA PORTS: 2x4.3-10(F)
NOMINAL DISCHARGE CURRENT IIMXI PER 14494TH EDITION:20 KA I20 MS fiYCARBO OIL—RATEDr CPRI: 2x 2.5-0 Gbps(E%CHANGEABLE SFP
MAXIMUM DISCHARGE CURREM[IMAXI PER IEC 81843-1180 KA Bf20 M5 ENCLOSURE(OUTDRDIMEN ION: (L 9W H&N-X 5A8'X 10.W' MODULES) CHECKED BY: MM
MAXIMUM
CONTINUOUS OPERATING VOLTAGE[UCI ICOV)150V [217-128.256 MMI OPTICAL INDICATORS: 6
VOLTAGE PROTECTION LEVEL[UPI PER IEC 81843-11:—V WEIGHT: 2.25 LBS[1.02KGI
VOLTAGE PROTECTION RATING NPR):20 KA 8120 EXTERNAL ALARM: 2
SUPPRESSION TECHNOLOGY:MOV
FIELD GROUND: 1
PROTECTION MODES(DUAL MODE):LINE TO NEUTRAL,NEUTRAL TO GROUND
ELECTRICAL SPECIFICATIONS:
meu,,.m,z."zeuz.,,.mos,iz"zcezn,.zov,""zcez,w. POWERSUPPLY: 48 VCD OR 100-250 VAC
n r
POWER OUTPUT: 97 WATTS MPX
1 O.2S" ew�sox Q Q MAX WATTS MINIMUM AC FUSE RATING' 6AMP
8.59"
FRONT BACK SIDE D 06/07/2019 REVISION
Q C 12/15/17 100%CONSTRUCTION
7.g7• B 11/30/17 PER CLIENT REVIEW
tD
A 11/24/17 90%CONSTRUCTION
co -
°J REV DATE DESCRIPTION
o io
O o
N
® NPT 1"GLAND CAN BE REPLACED BY TOP
B C CONDUIT FITTING pF E55r 7,,
FRONT SIDE BOTTOM M40 GLANDS CAN BE REPLACED BY 1 �P�
6.25" 1/4"NPT CONDUIT FITTINGSCo
DAP oy C1.
r�
SCE UN-METERED FUSED PANEL 4"x17" SCALE: NTS 8 RAYCAP DISCONNECT'x36" SCALE: NTS z4::x;;;; SCALE NTS 5 ERICSSON - RADIO 2203 24"x36" SCALE: NTS 54 7
11"x17" SCALE: TITS 2
SQUARE-D COMMSCOPE SCC-]fi023fi9fifi
HINGED 3R ENCLOSURE AVAILABLE FROM EXCEL SIGN AND DECAL: MECHANICAL SPECIFICATIONS err CIIV14L1■
# D221 NRB http://www.weneedsigns.com/home.php?cal+l 135 AND CLICK ON AT&T DIMENSIONS(WxDXH): 413^.1012° CAy-��
DIMENSIONS: PH:510-651-0445 WEIGHT: 58 MS.(MG)
A 7.75" N01-DC-16 1"X6"NOTICE DECAL MOUNTING: MOUNTS TO TOP OF POLE
B 9.63" "For 1 Foot Distance"VINYL DECAL WITH ADHEDSIVE BACKING 0
C 3.75" 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.
TOP
1 NOTICE SITE ID: S OR 1 331 [CS]CAMEOMEO SHORES
CC�0 RF energy emitted by this device may exceed the FCC's general ROAD(SLC4804)
public exposure limits.Stay at least 1 foot away from the device. CORONA DEL MAR,CA,92625
a O Cali 800-638-2822 for help if you need access within>foot
i SHEET TITLE
4 DETAILS
e Place 3 NOTICE sticker at the bottom of the front of
012"
the radome of each antenna. ' ' ' MOUNTING BOTH SIDES SHEET NUMBER
FRONT BOTTOM L RAYCAP POSITION AC
LOADCENTER OVP(OPTIONAL) D 1
AT&T MOBILITY FUSED DISCONNECT 114"x17" SCALE: NTS 9 OMNI ANTENNA DISCLAIMER LABEL 24"x36" SCALE: NTS 6 EQUIPMENT SHROUD 24"x36" SCALE: NTS 3
11"x17" SCALE: TITS 11"x17" SCALE: TITS
HOR
NOTE! NOTES WITH190'XHOOK &O J 4" PRODS
POLE PER PLAN
NEW CONDUITS AND UNDERGROUND FAOLInES NY VIE ROADWAY SHALL BE INSTALLED ADJACENT I, ANY SIDEWALK REMOVALS MUST BE REPLACED IN FULL PANELS, IN ADDInON, (MIN. 55 KSI) HANDHOLE ����
OR CLOSEST AS POS9&E TO THE EMSTWG EDGE OF GUTTER CR CUR& IF THE PROPOSED ANY EXIS17AIC OTY IMPROIAfENTSI��FACILIAES DAMAGED DURING THE
CONDUIT TRENCH 15 IN A TRAFFIC LANE ADJACENT TO THE EMSANG EOCE OF GUFIER OF CURB. CONSTRUC71ON SHALL BE REPLACFD/�EPAIRED AT THE APPLICANT"$EXPENSE PVC CONDUIT STUBBED UP
COLD PLANING AND PAVEMENT RESURFACING PILL HE REQUIRED FROM THE NEAREST LANE LINE CONCRETE APRON ADJACENT TO HAND HOLE,
OF THE PRAoI?5£D TRENCH! TO THE EXISTING EDGE OF CUTTER OR CUR& LF THE WAICHI "K 2. SIDEWALK SHALL BE RESTORED W4 THIN ONE WEEK OF INSTALLATION OF FINISHED GRADE NUMBER AND SIZE AS REQUIRED
IS NY A TRAFFIC LANE BlETWEEN TRAFFIC LANES, THE CONTRACTOR WILL BE REOWRED TO COLD FACILITIES
PLANE AND RESURFACE THE ENURE TRAFFC LANE. THE TRENCH GP°ENING SHALL 6E A No GAP - SEAL WITH
116MMUM OF 2'FROM THE ENTIRE TRAFFIC LANE. IN AM170N. IF THE TRENCH MIRK EXTENDS NON-SHRINK LEVELING GROUT
INTO ANY PORTION OF AN ADJACENT TRAFFIC LANE OR IS DAMAGED AS A RESULT Or THE
CONTRACTOR 5 WORK CPR IS LESS THAN 5'FROM AN EXISTING UTILITY TRENCH. THE CONIRACTOR
WILL OF REQUIRED TO COLD PLAIJE AND RESURFACE THE ENTIRE TRAFFIC LANE xde
I III
COLD PLANE E)fISTNYG PAVEMENT(2"MIN. DEPTH) o 4p�
AND RESURFACE ON FLUSYI WITH Elf. 57REET - M
PAVEMENT FAR ENTIRE LANE AND RES TRIPE M 2 ERICSSON
TRATFTC LANE"AWNGS OF ENTIRE LANE
(rN WlflCl! ]BENCHING OCCURS AND ANY CIRCUIT 330 COMMERCE,STE.200
OTHER LANE DAMAGED AND TRAFFIC LOOP(S) W CONDUIT C O CONDUCTORS
POLE, TYP.,
DURING CONSTRUCON REPLACE SIDEWALK SEE NOTE 4 IRVINE,CA 92602
FULL LANE ITDTH jr w PER STD-180-L #3 HORIZ. TIES AT 12" O.C.
(PARII LANE OR DR")w �I -
24 AflN MOTH TRENCH DC VARIABLE
MIN 3,000 PSI TYPE
j THRU A-C SECT%W al EX. CURB& GUTTER II CONCRETE
L 1''
M S U]AR r
1387 CALLE AVANZADO
W 2 JOIII TIUSH Lr-- •�•------- 12 - #5 BARS VERT. (60 KSI) BAN CLEMENTE CA 92673(949)391-6824
OR EX. CURB CURB TIER k z Ex, PAYEAIENT I
PIPE BETIDING AID — j
BACKFRL PER STD.-IM-LAR AS DETERMINED BY 7HE I I (4) 1"0 X 36" ANCHOR RODS W/
FIELD ENGINEER �1�• 90- HOOK (MIN 55 KSI) DRAWN BY: DAM
T-T/P YIN• REPLACE WIN I• r 11 #3 HORIZ. TIES @ 12" O.C.
WICKER A.C. THAN I O CHECKED BY: MM
_ O Z EX. A.C. SECTION :•�, POLE BASE PLATE LOCATION
COMPACTIa4 95%YIN.
PIPE BEDDING AND } o_ 12 - #5 BARS VERT. (60 KSI)
OACKFILL PER 5TU.-I06-L T-I12-AIIN MIN 3,000 PSI TYPE II CONCRETE
OR AS DCT[RMMD BY THE
FLED Eh IIfER
VARIABLE
D 0 610 7/2 01 9 REVISION
EX. CITY OF NEWPORT CONCRETE NOTES: C 12/15/17 100%CONSTRUCTION
BEACH UTILITIES 1. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO CHAPTER 19 B 11/30/17 PER CLIENT REVIEW
(E.I. SEWER/WA TEN) OF THE CBC AND TO ALL REQUIREMENTS OF THE CURRENT EDITION OF ACI 318,
"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE". A 11/24/17 90%CONSTRUCTION
5'MIN. 2. MIX DESIGN REQUIREMENTS: REV DATE DESCRIPTION
2.A. CEMENT SHALL BE TYPE II
2.B. COMPRESSIVE STRENGTH = 3,000 PSI
E• STREETS ALLEYS RECENTLY(LAST 5 YEARS) SLURRIEO/TiESJRFACED1WLF SHALL 2.C. MAXIMUM WATER/CEMENT RATIO (W/CM) SHALL BE 0.50
NOT
I 3. ALL REINFORCING STEEL SHALL BE SECURED IN POSITION AND INSPECTED BY THE
REOUIRE EX711709 W PA Vn"T RESTORA PON TO BE DETERN0,0 BY THE FIELD ENGINEER BUILDING OFFICIAL PRIOR TO PLACING CONCRETE. OFE$Sffl
REWSED 612002 4. FOR FIBER CONDUIT, STUB OUT FROM FOUNDATION AWAY FROM STREET SIDE FOR
FUTURE FIBER HANDHOLE INSTALLATION. 0 WI'I
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 ❑ 2. m
ROADWAY TRENCH DETAIL 111"x17 SCALE: NTS 4 PARKWAY TRENCH DETAIL 11"xl7" SCALE: NTS 3 NEW FOUNDATION 24"x36" SCALE: NTS t C �a 7
11"x17" SCALE: NTS
5'
�r�oF c�4�Fo
C3M
6„
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:H13NPI3 45A
331 [CS]CAMEO SHORES
Radio-frequency energy Site ID cRAH_RLos_NRNPe_o<s ROAD SLC4804
may exceed exposure limits. FCC ID 0 ( ]
If questions,contact facility owner. CORONA DEL MAR,CA,92625
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 DETAILS
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 1 1%17" SCALE: NTS 5 POLE MOUNTED SIGNS 24"x36" SCALE: NTS
11"x17" SCALE: NTS 11"x17" SCALE: NTS L
FOR REFERENCE ONLY
-�-� at&t
REV. DATE DESCRIPTION DRN. APPR.
ANTENNA 12' DIA. X 66' LG. A C3/2019 WAS WITH NO COATING T.L. -
(BY OTHERS)
"F"LEVEL CONFIG CODES "P"LEVEL CONFIG CODES
OPTION CLASS ENTRY INFO. OPTION CLASS ENTRY INFO_
6' CC'. POLE TOP
(ACROSS FLATS) wrrH COATING I Mix 81 ERICSSaN
1-7/8" f 5/8, I.D. 6'-0• f 1• HH COVER 45209 FINISH 3 330 COMMERCE,STE.200
RACEWAY (n•P) IRVINE,CA 92602
DOOR SCRS STQ BASEPLATE 62470E
MISC. MOD MODFE I NOTE #B COLLAR I 65832E OCT
4-1 * 1 �P-) 5-7/8" OCTAGONAL D.D. POLE TOP CON. MOD93
24" 1" (TYP.) (ALUMINUM TOP)CQL�LAR CAST—IN MOD27
STRUCT MOD MOQQCI NOTES M SQUAR •J
(STANDARD MOD93 POLE TOP} r1
m2-3/8" O.D. GALV STEEL (4} 1/2"-13UHC K , 3/4• LJ
PIPE ®270' LG. COUPLINGS WITH 12" LG. CENTRECON BASE PLATE OCTAGONAL POLES WIRELESS
ANCHORS O 90' APART ON A
3-11/16' DIA, BOLT CIRCLE POLE 7387 CALLE AVANZADO
ULTIMATE POLE SAN CLEMENTE CA 92673(949)391$824
POLE HEIGHT OVERALL BOLT BASE
(1gry I DESIG— ABOVE POLE CIRCLE O.D. G.L. MOMENT WEIGHT
NATION GRADE LENGTH (ft.—Ibs.) (Ibs.)
(M0D27):
1-1/2"TAPERED TO 1-1/4" CBOK09 29'-3" 29'-S" 11z-1/2" 9-7/16" 34,8ap 1250
WIRE EXIT @ 279
( ]POLES REQUIRED,EACH WITH:
(1)S'GALVANIZED STEEL CLAMP ON ARM ASSEMBLY(PIN:T.B.D.) DRAWN BY: DAM
(4)OPTIONAL 1'x 36"x 4"GR.55ANCHOR BOLTS(PIN:4202SE)
NOTES:
CHECKED BY: MM
` 1. MIX(813I):LA BLACK&WHITE,EXPOSED AGGREGATE FINISH WITH AMER SHIELD
197 ANTI-GRAFFITI COATING.
2. ASTM C-150 TYPE III GRAY CEMENT.
3. f'c @ 28 DAYS=7,000 PSI,USING SPUN CYLINDER TEST.
O POLE L WIRE EXIT TOP DETAIL 4. f'c @ 28 DAYS=5,000 PSI,USING ASTM C-31 CYLINDER TEST.
LENGTH 5. POLES MANUFACTURED TO ASTM C-1089-13 SPECIFICATIONS.
28'-6' 0
r 6. PROTECTIVE COAT EXPOSED P.C.WIRES AT POLE ENDS. D 06/07/2019 REVISION
POLE HANOHDLE & 7. PRESTRESSED WITH(8)9 MM DIA A-421 PRESTRESSING TENDONS. C 12/15m 100 CONSTRUCTION
HEIGHT AMERON I.D. TAG 8. MODFE:POLE BOTTOM PREPARATION FOR FREEZING OR CORROSIVE COASTAL
ABOVE POLEORIENTATION ENVIRONMENTS;SEE DOCUMENTATION. e 11/som PERcuENTREwew
GRADE 9. MODDC I:CORROSION INHIBITOR ADMIXTURE MODIFICATION. A 11/24/17 90%CONSTRUCTION
1/2• CLEAR
_ COVER (rYP.) 10.THE POLE DEPICTED ON THIS DRAWING IS DESIGNED TO WITHSTAND THE LOADS REVDATE DESCRIPTION
IMPARTED BY(1)TOP MOUNTED ANTENNA(NOT TO EXCEED&I SQ FT EPA,115
(8) 9mrn PRESTRESSING LBS;&(1)SINGLE CLAMP ON ARM(NOT TO EXCEED 6'LENGTH,2.5 Sa FT.EPA,
STEEL WIRES35 POUNDS)WITH THE ARM HOLDING A DOWNWARD FACING AREA OR PENDANT
ASTM M21 LUMINAIRE(NOTTO EXCEED 2.5 SO.FT.EPA,50 POUNDS);THE POLE DEPICTED
SPONGAST, IS DESIGNED TO WITHSTAND THE LOADS IMPARTED BY THE LMA,LUMINAIRE&
1—3/4" WALL ANTENNA AS DESIGNED PER THE ASCE 7.10 USING A 110 MPH WIND ZONE
PRESTRESSED
CONCRETE POLE HAND, HOLE #12 CA, SPIRAL (3-SECOND GUSTS),RISK CATEGORY 2,NON-BUILDING STRUCTURE,EXPOSURE
FRAME STEEL WIRE AT 3" PRCH C,SITE CLASS D,WITH SURFACE ROUGHNESS CATEGORY C,WITH NO HILL NOR
ff8 GA. ■ 6" ASTM AlD64 ESCARPMENT CONSIDERED,SEISMIC IS PER ASCE 7-10,CALIFORNIA BUILDING
AMERON I.O. TAG b 0' BARE COPPER CODE USING A MAXIMUM Ss=1.549&51 =0.578-PLEASE CONTACT&ADVISE
GROUNDWIRE i11 CA. LONGITUDINAL
SPIRAL CAGE WIRE—' STEEL WIRE WELDED MANUFACTURER IF INTENDED LOADING EXCEEDS THESE VALUES.
2-1/4' x 6-5/8' HANDHOLE (AT FRAME LOCATION) TO SPIRAL WIRE
WITH CAST ALUMINUM FRAME do GROUND WIRE ARE ASTM A1064
& FLUSH COVER 0 O' TO BE CONNECTED do
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 E FOR ANY PERSON,UNLESS THEY
(27"1 - ARE ACTING UN ND DER THE DIRECTION OF ALICENSED
1 1 CRAUE LINE aROEEssIONA1 ENGINEER,To ALTER rHrlIs oocunnENr.
M SQUARED WIRELESS
3' 12' 50. x 1' THK. BASE SLOTS EQUALLY SPACED 0 90' [�� /+ /�
(+)SPECIAL x GRADE ANCHORS" PLATE, ASTM A38, APART ON A 12' TO 13' DIA-
H U 1�TI N G TO N BEACH, CA
4 1` x 36` x 4` GAILY. ANCHOR GALVANIZED STEEL BOLT CIRCLE SITE ID:HBNPB 45A
BOLTS WITH HEX NUTS AND
WASHERS ASTM F1554 GR.55 r 331 [CS]CAMEO SHORES
(P/N: 42026E OR EQUIVALENT BY CBOX09 POLE WITH B ARM ASSEMBLY ROAD(SLC4804)
OTHERS). FOUNDATION DESIGN IS 6" t 1,12' I.D. RACEWAY CORONA DEL MAR,CA,92625
BY OTHERS. SPECIFIC FOUNDATION THIS ROCWENT WNrNNS INFORMATION WHICH IS PROPRIEfAfiY TO NATIONAL OLWELL MOI IT SNtl1 NOT BE
DESIGNS MAY REQUIRE ALTERNATIVE REPRDOULF➢, L6EO OR DISCLOSED TO ANYONE WTHOIIT THE PRON WRITTEN PERMISSION OF NATIONAL OILWELL VARDO.
BOLT REQUIREMENTS
BASE PLATE DETAIL DRAWN: A.F. DATE: 12/12/201 B
SHEET TITLE
amept)�M SCALE: DWG. NO. REV
'1EA,SECONA Am N GKA'ALODE OOL VVELL7 iAfnCOAO.L YOU
HVES DFA.`ECWING7SN'OTQUOLFLWEVml IIQ � N.T.S. 1812-02� A� POLE DETAILS
FL EASE C:CMYflCT�14 T7Ch'��L OIL IM1't�LL�vlAfi::C71,�YQCi,y,A VE�S"L�CL`�I.;CUL7L�fitGY:Ati LAP,t,V f::.
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
(1) NEW 2205 RADIO & at&t
• AC450URCE D-1 NEW ANTENNA (1) FUTURE RADIO .
• RRH-1 AND RRH-2 ARE SAME BAND,
EITHER B2 OR 666A p 1 (2) NEW 2203 RADIO
AWS/PCS/WCS 5GHz RRH-3: (LAA), 2T2R MECHANICAL
• USE OF DOUBLE MOUNTING BRACKETS CONNECTION, TYP.
a a a a a a CPRI CASCADING RRH-1/RRH-2
+ I + + 44 (1) NEW 2205 RADIO & /
D-1 (1) FUTURE RADIO
D1 (2) NEW 2203 RADIO
ERICSSON
NEW #18 AWG
THHN/THWN STRANDED 330 COMMERCE,STE.200
N
DOUBLE DOUBLE 0 IRVINE,CA 92602
MOUNTING MOUNTING NEW 6 THHNTHWN GREEN
BRACKET RRH-1 RRH-3 BRACKET # /
2203 B2 OR B66A 2205 B46 STRANDED GROUND FROM
OPR/QC OPR/OCj EQUIPMENT TO GROUND BUS
PSU PSU
NEW GROUND NEW RAYCAP DISCONNECT WITH M SQUAR �•J
FIBER BUS BAR °"1
TAC
INTEGRATED SURGE PROTECTION W I R E L E S S
NEW DISCONNECT � 0 1587 CALLE AVANZADO
6 WITH INTERGRATED PP SAN CLEMENTE CA 92673(949)391-6824
D1 SURGE PROTECTION
FIBER
AC CABLE AC CABLE
s NEW AT&T
D-1 DISCONNECT
CABLE 9 NEW AT&T
D1 DISCONNECT DRAWN BY: DAM
FIBER CHECKED BY: MM
6 NEW SCE
D1 UN-METERED
FUSED PANEL
AC CUT-OFF SWITCH 6 NEW SCE
FIBER NEW #6 THHN/THWN °-1 UN-METERED
DEMARCATION GREEN COPPERINNDED FUSED PANEL
BOX/SPLICER Ac souRCE COATED MAIN GROUND
CONDUCTOR/RISER C D 12/15117 s/ REVISION
5/17 100%CONSTRUCTION
B 11/30/17 PERCLIENTREVIEW
EXOTHERMIC WELD NEW 1" SCH-80 PVC CONDUIT;
#12 AWG THHN/THWN STRANDED A lvza/17 90%CONSTRUCTION
DARK FIBERS CONNECTION TO NEW REV DATE DESCRIPTION
TO/FROM HUB GROUND ROD
NEW 5/8"0 x 8'-0" -_
NEW 120V POWER SERVICE OFE55rfl
COPPER-CLAD STEEL
GROUND ROD
EXISTING POWER SUPPLY + yR0-Lp'
PICO PLUMBING DIAGRAM ?4..x;;;; SCALE NTS 5 GROUNDING SCHEMATIC z4;;%17 SCALE: NTS 3 SINGLE LINE DIAGRAM 11 x36" SCALE: NTS
11"x17" SCALE: NTS
tf) CIO-
oF c�4�Fo
STRIKESORB 120V
PROTECTION
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
llll DISCONNECT SWITCH ARE ACTING UNDER THE DIRECTION OF A LICENSED
IfYF11L
PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
- 5
D-1
- SITE ID:HBNPB 45A
T1 CONNECTION FOR POWER IN 331 [CS]CAMEO SHORES
1� ROAD(SLC4804)
1 JUMPER GROUND CORONA DEL MAR,CA,92625
•i O ID CONNECTIONS
DEAD-FRONT FOR LIVE
7 AMP CIRCUIT BREAKERS COMPONENTS 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"x17 SCALE: NTS 11"x17" SCALE: NTS 11"x17" SCALE: NTS