HomeMy WebLinkAboutExhibit D - HBNPB_048_CD100 (04-26-19) SITE NAME: HBNPB 48B
SITE NUMBER: CRAN RLOS HBNPB 048 at&t
PROJECT: CRAN/ SMALL CELL/ PICO
U S I D: 188454/ FA: 14807377 040
PACE: MRLOSO45259
ERICSSON
ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE IF USING 11"x17"PLOT,DRAWING WILL BE HALF SCALE 330 COMMERCE,STE.200
WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE
LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE PLANS IS TO BE I IRVINE,CA 92602
CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES. CONSTRUCTION D RAW I N G
1. 2016 CALIFORNIA ADMINISTRATIVE CODE
2. 2016 CALIFORNIA BUILDING CODE
3. 2016 CALIFORNIA ELECTRIC CODE at&t
4. 2016 CALIFORNIA MECHANICAL CODE
5. 2016 CALIFORNIA PLUMBING CODE THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS&AUTHORIZE
6. 2016 CALIFORNIA FIRE CODE THE SUBCONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN.ALL
7. ANY LOCAL BUILDING CODE AMENDMENTS TO THE ABOVE DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT&MAY IMPOSE r 1
8. CITY/COUNTY ORDINANCES CHANGES OR MODIFICATIONS. M S QU A R vl
HANDICAP REQUIREMENTS: APPROVED BY: INITIALS: DATE W I R E L E S S
FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.HANDICAPPED ACCESS 1387 CALLE AVANZADO
NOT REQUIRED IN ACCORDANCE WITH CALIFORNIA ADMINISTRATIVE STATE CODE POLE TYPE: (N) CONCRETE LIGHT POLE SAN CLEMENTE CA 92673(949)391-6824
PART 2,TITLE 24,CHAPTER 11 B,SECTION 1103B. AT&T RF ENGINEER:
CODE COMPLIANCE POLE ID #: 4781 AT&T OPERATIONS:
SITE ACQUISITION MANAGER:
THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.A TECHNICIAN WILL LATITUDE/LONGITUDE: 3 3.5 9 2151 / 117.8 6 3 5 8 7 PROJECT MANAGER:
VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE.THE PROJECT WILL NOT ZONING VENDOR: DRAWN BY: DGM
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: 4304 [CS] SHORECREST LANE LEASING VENDOR:
COMMERCIALCE,SIGNAGE IS NEW. CHECKED BY: MM
CONSTRUCTION MANAGER:
GENERAL NOTES (SLC4781 ), CORONA DEL MAR, CA 92625 A/EMANAGER:
PROPERTY OWNER:
UTILITY MANAGER:
0 Dig Alert AREA MAPS APPROVALS
Know whars below. - ;,� -' =� !` •(. �•_ `;� C 04/02/2019 REVISION
O Cell before you dig. _ E�"'� �"' �•.' +'
B 02/12/2018 1 100%CONSTRUCTION
CALIFORNIA SOUTH �. - �:- - f• "L S 1! AT&T PROPOSES TO INSTALL A NEW WIRELESS INSTALLATION LOCATED IN THE PUBLIC RIGHT
Call Two Working Days Before You Dig! _ p �' o �`: •1iaal Exua! '' A 01/23/2018 90%CONSTRUCTION
811/800-227-2600 Y�' �j� •y.. y j OF WAY TO(N)CONCRETE LIGHT POLE.
,+ +''+ REV DATE DESCRIPTION
n THE SCOPE WILL CONSIST OF THE FOLLOWING:
�•�I'<, '9 .f. Q W rni J��cl wanian d.
R.r�d...p �+J
DIG ALERT 4 t Iv - AT&T TO REMOVE (1) EXISTING AT&T CONCRETE STREETLIGHT
! 1'k 74P AT&T TOINSTALL (1) 31'-0"CONCRETE STREETLIGHT
:• +�4 + 'Y AT&T TO INSTALL (4) NEW AT&T REMOTE RADIO UN ITS
�� * AT&T TO INSTALL (1) NEW AT&T OMN I-DI RECTIONAL ANTENNA
4� f , `youHoken D,r�p gPoelul S�vlce AT&T TO ON (1) NEW AT&T EQUIPMENT SHROUD QROFESSIO,y
PUBLIC/PRIVATE: PUBLIC RIGHT-OF-WAY .S�T .f + r AT&T TO INSTALL (1) NEW RAYCAP DISCONNECT
- + ' * AT&T TO INSTALL (1) NEW HANDHOLE
4304[ S]SHORECREST LANE /v Q 9P'GC
ADDRESS: v " r •• a� >'+ s/-
(SLC4781),C -
CORONA DEL MAR,CA 92625 ',•► _ _ - ve cwrns q o �5 4�
APPLICANT: AT&T 1 d f CA"
ADDRESS: 1452 EDINGER AVE - �'F.✓ �$ d
TUSTIN,CA 92780 _ ..S�r�N� m� _ . " PROJECT DESCRIPTION
9T
LATITUDE(NAD 83): 33.592151 �� � F�F CA��EOF
LONGITUDE(NAD 83): -117.863587
LAT/LONG TYPE: NAD-83 .• - d v
GROUND ELEVATION(NAVD BB) t108' �. '-.� "'�q SHEET NO: SHEET TITLE
JURISDICTION: CITY OF NEWPORT BEACH +CURRENT ZONING: PUBLIC RIGHT OF WAY �`• 'v - rigk Cagan C._ y s T-1 TITLE SHEET
do Mar ecaa'
PROPOSED USE: UNMANNED TELECOMMUNICATIONS '•� GN-1 GENERALNOTES
�' p �? N A-1 SITE PLAN IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
POWER COMPANY: SCE '� 5 p ^� fl ARE ACTING UNDER THE DIRECTION OF A LICENSED
ADDRESS: 1INNOVATION WAY = '� 4 a /1 A-2 ELEVATIONS PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
POMONA,CA 91768 _ LL
`•�as �'s A3 ELEVATIONS
A-4 SITE IMAGE
PROJECT SITE INFORMATION , D-1 DETAILS
, •.
az DETAILS SITE ID:HBNPB 48B
S-1 POLE DETAILS 4304[CSI SHORECREST LANE
-$ �• E-1 ELECTRICAL&GROUNDING DETAILS (SLC4781)
PROJECT MANAGER: ENGINEER: I b
CORONA DEL MAR,(,A,92625
M SQUARED WIRELESS M SQUARED WIRELESS
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
1387 CALLE AVANZADO 1452 EDINGER AVE.
SAN CLEMENTE,CA 92673 TUSTIN,CA 92618 DIRECTIONS FROM AT&T OFFICE: 7. MERGE ONTO NEWPORT COAST DR D RAW I N G INDEX
RF ENGINEER: CONTACT:TED SUEKAWA DIRECTION ARE TAKEN FROM 8. TURN RIGHT ONTO CA-1 N/EL CAMINO REAL TITLE SHEET
AT&T EMAIL:TS4994@ATT.COM 1452 EDINGER AVE.
1452 EDINGER AVE. TUSTIN,CA 92780
TUSTIN,CA 92618 DESTINATION WILL BE ON THE RIGHT.
1. TURN LEFT ONTO EDINGER AVE 4304[CS]SHORECREST LANE(SLC4781),CORONA DEL MAR,CA 92625
CONTACT:KARLO DAVINAGRACIA 2. TURN LEFT TO MERGE 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. TAKE EXIT 5A TOWARD STATE ROUTE 73 S/SAN DIEGO DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME.
5. MERGE ONTO CA-73 S.
PROJECT TEAM 6. TAKE EXIT 11 TO MERGE ONTO NEWPORT COAST DR DRIVING DIRECTIONS DO NOT SCALE DRAWINGS T-1
1. THE FACILITY IS AN UNOCCUPIED DIGITAL TELECOMMUNICATION FACILITY.
Q NEW ANTENNA GROUT OR PLASTER T T TELCO (FIBER) RUN `
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 O (E) BRICK TEST WELL 30' MIN. BELOW GRADE. OUTLINE ONLY, UNLESS NOTED OTHERWISE. THE WORK SHALL INCLUDE FURNISHING
UNDERGROUND TELCO RUN MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE
® GROUND ROD (E) MASONRY J e CHEMICAL GROUND ROD ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. ����
(XIT GROUND ROD)
---E-----E--- UNDERGROUND ELECTRICAL RUN 3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS SHALL VISIT THE JOB
Tr GROUND BUS BAR CONCRETE
SITE AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD CONDITIONS
HAT THE WORK MAY BE ACCOMPLISHED AS
• CADWELD CONNECTION MECHANICAL GRND. CONN.
0 EARTH -_-E/r-----E/*--- UNDERGROUND ELECTRICAL/TELCO RUN SHOWN AND MPRIOR N CONFIRMINGS, AND T TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES ARE TO
• BE BROUGHT TO THE ATTENTION OF THE IMPLEMENTATION ENGINEER AND
MECHANICAL CONNECTION ENGINEER PRIOR TO PROCEEDING WITH THE WORK.
■ CADWELD ° ° ° ° GRAVEL c c GROUNDING CONDUCTOR
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. ft CIRCUIT BREAKER 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN -
ELECTRIC BOX ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY -
WOOD CONT. Ou 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.
TELEPHONE BOX � WOOD BLOCKING Q UTILITY METER BASE E:RIC550N
STEEL =H MANUAL TRANSFER SWITCH, 2P-24OV-200A, NO FUSE, 6. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT
NEMA 3R ENCLOSURE ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. 330 COMMERCE,STE.200
LIGHT POLE F-9 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
SURFACE MOUNTING TYPE, HUBBELL LIGHTING CATALOG AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. MECHANICAL AND
®
FIND. MONUMENT ® #WSW232T 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,UHUBBELL LIGHTING CATALOG #NRG-307 PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE w ■■�� r7
OR 1/SOW, HUBBELL LIGHTING CATALOG NNRG-121 TOGGLE SWITCH, iP-125V-15A, M SQUAK c•J
S CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE IMPLEMENTATION
HUBBELL CATALOG #HBL 1201CN WIRELESS
1 REVISION -�-- -- - - GROUND CONDUCTOR EXIT SIGN, THERMOPLASTIC LED, SINGLE FACE, UNIVERSAL ENGINEER AND WITH THE LANDLORD'S AUTHORIZED REPRESENTATIVE.
MOUNTING, W/BATTERY PACK, HUBBELL LIGHTING CATALOG
#PRB X SWP TOGGLE SWITCH, 1 P-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
A COAXIAL CABLE O GRID REFERENCE COMBINATION, EXIT SIGN & EMERGENCY LIGHTING, CODE APPROVED MATERIALS. SAN CLEMENTE CA 92673(949)391-6824
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 &AUXILIARY 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.
0
HE6-50-2-R91 O POLE 10. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS
X MAYBE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH
^ELEVATION REFERENCE —01^�°HP—OHfi°X'— OVERHEAD TELEPHONE/OVERHEAD POWER LIGHTING FIXTURE, INCANDESCENT, 1/100W, WALL
I�l MOUNTING TYPE, HUBBELL LIGHTING CATALOG MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK.
#BRH-100-06-1 (N) POLE MOUNTED XFMER DRAWN BY: DGM
OVERHEAD TELEPHONE LINE 11. REPRESENTATIONS OF TRUE NORTH, OTHER THAN THOSE FOUND ON THE PLOT OF
X SURVEY DRAWING (SHEET LS1 OR SHEET C-1), SHALL NOT BE USED TO
SECTION REFERENCE ELI LIGHTING FIXTURE, HALOGEN, QUARTZ, 1/30OW, HUBBELL 0 (E) POLE MOUNTED XFMR IDENTIFY OR ESTABLISH THE BEARING OF TRUE NORTH AT THE SITE. THE CHECKED BY: MM
—oxP o"P— OVERHEAD POWER LINE LIGHTING 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 E ELECTRICAL RUN (N) PAD MOUNTED XFMER AND SHALL NOTIFY THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK IF
LYE( LIGHTING FIXTURE, 1/175W. METAL HALIDE, HUBBELL CAT ANY DISCREPANCY IS FOUND BETWEEN THE VARIOUS ELEMENTS OF THE WORKING
�( #MIC-0175H-336 DRAWINGS AND THE TRUE NORTH ORIENTATION AS DEPICTED ON THE CIVIL
—E/r /T ELECTRICAL/TELCO RUN (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.
13. KEEP GENERAL AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, C 04/02/2019 REVISION
A AMPERE EMT. ELECTRICAL METALLIC TUBING MTD. MOUNTED To TOP OF FOUNDATION RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE B 02/12/2018 100%CONSTRUCTION
A.B. ANCHOR BOLT E.N. EDGE NAIL MTG. MOUNTING T.O.P. TOP OF PLATE (PARAPET)
ARM. 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 NITS. MANUAL TRANSFER SWITCH T.O.W. TOP OF WALL DUST OR SMUDGES OF ANY NATURE. A 01/23/2018 90%CONSTRUCTION
ACCA ANTENNA CABLE COVER ASSEMBLY 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 NO.#) NUMBER UMTS UNIVERSAL MOBIL TECH. SYS. (3G MOBILE TECH.) STANDARDS AND DETAILS. CONTRACTOR SHALL OBTAIN DETAILING CLARIFICATION
AC 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 RASEBAND 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
APPROX. APPROXIMATELY)) F.G. FINISH GRADE OPNG. OPENING W WATT OR WIRE 15. BEFORE ORDERING AND/OR BEFORE FABRICATING/CONSTRUCTING/INSTALLING ANY
ARCH. ARCHITECT(URAL) FIN. FINISH(ED) P POLE WD WIDE(WIDTH) ITEMS, VERIFY THE TYPES AND QUANTITIES. OFESS/0
AT. AMPERE TRIP FLR. FLOOR P/C PRECAST CONCRETE W/ WITH �� A N9(
AWG. AMERICAN WIRE GAUGE FLUOR FLUORESCENT PCS PERSONAL COMMUNICATION SERVICES W/0 WITHOUT
BATT. BATTER FDN FOUNDATION PH PHASE WD WOOD 16. CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE AND
BD. BOARDY F.O.C. CC)
. .FACE OF CONCRETE PLY. PLYWOOD W.P 5 47 WEATHERPROOF
PAGER, AND KEEP SAME ON SITE WHENEVER PERSONNEL ARE ON SITE. >
. o C o m
BLDG. BUILDING F.O.M. FACE OF MASONRY PNLBD PANELBOARD WT. WEIGHT 17. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE SITE z A
BLK. BLOCK F.O.S. FACE OF STUD PPC POWER PROTECTION CABINET XFER TRANSFER
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 c CENTERLINE 9TF / 1V 0
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 MF CAS\F
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) QTY.(R) RA QUANTITY
B.O.F. BOTTOM OF FOOTING GA. GAUGE RAE 19. CONTRACTOR IS TO EXCAVATE 6" BELOW EXISTING GRADE AND SPRAY WITH WEED
DIUS
B/U BACK-UP CABINET GEN. GENERATOR RBS RADIO BASE STATION CONTROL. REPLACE WITH CLASS II AGGREGATE BASE AND CRUSHED WASHED
C CONDUIT GI. GALVANIZE(D) (BASE STATION 30 NETWORKS) 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 20. CONTRACTOR SHALL PROVIDE TOILET FACILITY DURING ALL PHASES OF
CB. CIRCUIT BREAKKER GND GROUND REINF. REINFORCEMENT(ING) CONSTRUCTION. T IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
CDMA CODE-DIVISION MULTIPLE ACCESS (2G & 3G) GPS GLOBAL POSITIONING SYSTEM REQ'D. REQUIRED 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.LP. CAST IN PLACE GSM GLOBAL SYSTEM MOBILE (2G+ MOBILE TECH.) RRU REMOTE RADIO UNIT MATERIALS TO BE INSTALLED AT THE SITE, THE CONTRACTOR SHALL FIELD VERIFY
CKT. CIRCUIT HDBC HARD DRAWN COPPER WIRE (RADIO TRANSCEIVER)CLG. CEILING HDR HEADER ALL DIMENSIONS INCLUDING AS-BUILT DIMENSIONS OF EXISTING STRUCTURES OR
CLR. CLEAR HGR.. SAF RECEIVER AIR INTERFACE TRAY HANGER AF SAFETY 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 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:H BN PB 48B
CONN. CONNECTION(OR) IN.(") INCH(ES) SHT. SHEET OBTAIN DESIGN RESOLUTION PRIOR TO PROCEEDING WITH THE PORTION(S) OF THE 4304 CS SHORECREST LANE
CONST. CONSTRUCTION INT. INTERIOR SIM. SIMILAR I
CONT. CONTINUOUS LB.(#) POUND(S) S.N. SOLID NEUTRAL WORK AFFECTED. THE CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY
d PENNY (NAILS) L.B. LAG BOLTS SPEC. SPECIFICATION(S) FAILURE TO SO NOTIFY THE ENGINEER AND OBTAIN RESOLUTION BEFORE (SLC4781)
DEL. DOUBLE L.F. LINEAR FEET (FOOT) SQ. SQUARE PROCEEDING. CORONA DEL MAR,CA,92625
DC DIRECT CURRENT LG. LENGTH S.S. STAINLESS STEEL
DEM. DEMAND L. LONG(ITUDINAL) STD. STANDARD
DEPT. DEPARTMENT LPS LOW PRESSURE SODIUM STL. STEEL
D.F. DOUGLAS FIR LTE LONG TERM EVOLUTION (4G MOBILE TECH.) STRUC. STRUCTURAL
DIA. DIAMETER MAS. MASONRY SURF SURFACE
DAG. DIAGONAL MAX. MAXIMUM SW SWITCH SHEET TITLE
DI M. DMENSION M.B. MACHINE BOLT TEL. TELEPHONE
DWG. DRAWING S) MECH. MECHANICAL TEMP. TEMPORARY DOWELS M MANUFACTURER THK. THICKNESS)
EA.
EA. EACH MIN.IN. MINIMUM TMAS TOWER MOUNTED AMPLIFIER GENERAL NOTES
EGR. EMERGENCY GENERATOR RECEPTACLE MI MISCELLANEOUS (DC SUPPLY VOLTAGE)
EL. ELEVATION MLO MAIN LUGS ONLY T.N. OE NAIL
ELEC. ELECTRICAL T.O.A. TOP OF ANTENNA
ELEV. ELEVATOR T.O.C. TOP OF CURB
SHEET NUMBER
GN-1
ABBREVIATIONS 3 GENERAL NOTES 4
NOTE:
1. IF DIMENSIONS SHOWN ON PLAN DO NOT SCALE CORRECTLY,CHECK FOR REDUCTION
OR ENLARGEMENT FROM ORIGINAL PLANS. O CE O w
2. UTILITY DESIGN&RUNS ARE PRELIMINARY.PENDING FINAL DESIGN FROM UTILITY V T I T rz
PROVIDERS. I I ����
3. CONTRACTORS TO VERIFY SUB STRUCTURE LOCATIONS PRIOR TO ANY EXCAVATION. I I I �I
4. ALL CONDUCTORS/WIRES&CONDUIT,SHALL BE INSTALLED IN A NEAT 7 TIDY FASHION. I
wl
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.
W I -_
6. NEW FIBER CONDUIT TO BE STUBBED OUT OF NEW POLE FOOTING BY APPROX.Z-O". `BUILDING
I (TYP.)
I
I as•-o"
BUILDING 18'-0' I..
23
BUILDING
I I
ERICSSON
330 COMMERCE,STE.200
IRVINE,CA 92602
J
I
I �
I
Row------------------------------- ---------------------} I
SHORECREST LN
- M SQUAR �•j
ROW------------------------------- ------- I (E) SCE CONCRETE STREETLIGHT L�
------------- (4781) TO BE REMOVED & REPLACED W I R E L E S S
I i (E) TREE (TYP.) (BY AT&T) 1387 CALLE AVANZADO
(N) SCE CONCRETE STREETLIGHT SAN CLEMENTE CA 92673(949)301-6824
(ID TBD) W/ (N) EQUIPMENT
(N) U/G POWER RUN FROM (N) WTR
BUILDING
ROW-------------�- --- ------ ---HANDHOLE TO (N) CONCRETE
1 NEW AT&T PROJECT LOCATION. I I x- STREETLIGHT (BY AT&T)
A-1 SEE ENLARGED SITE PLAN (TYPO I A�
7
o (N) WTR HANDHOLE (BY AT&T)
DRAWN BY: DGM
(N) U/G FIBER RUN FROM (N) FIBER
1 ♦ I i T -T HANDHOLE TO (N) CONCRETE CHECKED BY: MM
STREETLIGHT (BY AT&T); SEE NOTE 6
C/F 1-2
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`N III (N) FIBER HANDHOLE
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REV DATE DESCRIPTION
MEDIAN
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IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
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SITE ID:HBNPB 48B
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EVENING CANYON RD - / o % (SLC4781)
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PACIFIC COAST HWY
10L0„ C/F C/F SHEET TITLE
30,0 SITE PLAN
� N N
/ ® �d
� & �3 ®I� ® &� SHEET NUMBER
w ti. N
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SITE PLAN 24"x36" SCALE: '" = 40'-0" 20' - 1 ENLARGED SITE PLAN 24"x36" SCALE: 1/8" = 1'-0" 4' 8' ^
11"x17" SCALE: 1" = 0'-0" 11"x17" SCALE: 1/16"= 1'-0" 2
NOTE:
1. ALL NEW EQUIPMENT SHALL BE PAINTED TO MATCH
NEW POLE.
2. EXISTING STREET LIGHT TO REMAIN IN PLACE AND
OPERATIONAL UNTIL NEW POLE IS INSTALLED.
3. EXISTING LUMINAIRE TO BE RELOCATED AND
ENERGIZED ON NEW STREET LIGHT ARM ON THE atat
SAME DAY.
(N)ANTENNA MOUNTED ON(N) •
(N)ANTENNA EQUIPMENT SHROUD
C/L OF(N)ANTENNA (N)EQUIPMENT SHROUD W/(2)(N)AT&T -
2203 RADIO,(1)(N)2205 RADIO,(1)
34'-5"A.G.L. FUTURE 2205 RADIO&(1)(N)RAVCAP
33'-5"A.G.L.
330E N ANTENNA DISCONNECT SWITCH WITHIN SHROUD ERICSSON
T/OF N EQUIPMENT SHROUD 330 COMMERCE,STE.200
33'-s^A.c.L. IRVINE,CA 92602
C/L OF(E)LUMINAIRE C/L OF(N)LUMINAIRE
31'-0"A.G.L. 31'A"A.G.L.
}�T/OF(E)POLE B/OF N EQUIPMENT SHROUD
30'-0"A.G.L. 30'-0"A.G.L.
T/OF N POLE
30'-0"A.G.L.
EXISTING CUSTOM
ARM LUMINAIRE ARM TO MATCH L•
M S Q U A R J
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1387 CALLE AVANZADO
SAN CLEMENTE CA 92673(949)39"824
DRAWN BY: AGM
CHECKED BY: MM
C 04/02/2019 REVISION
B 02/12/2018 100%CONSTRUCTION
A 01/23/2018 90%CONSTRUCTION
REV DATE DESCRIPTION
�OFESSIONq
(E)SIGN TO BE RELOCATED TO(N) (E)RELOCATED SIGN A WH,9l Fti
STREETLIGHT PER CITY OF o C5 47 Po Z
HUNTINGTON BEACH STD PLAN 401 z m
A
B/OF SIGN }�B/ F SIGN
7'-0"A.G.L. '9T / I
For CAoF��
(E)CITY OF HUNTINGTON BEACH
WOOD STREETLIGHT(4781)TO BE
REMOVED&REPLACED(BY AT&T)
(E)POLE FOUNDATION TO BE (N)CITY OF HUNTINGTON BEACH • IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
REMOVED&REPLACED(BY AT&T) CONCRETE STREETLIGHT(ID ARE ACTING UNDER THE DIRECTION OF A LICENSED
TBD)(BY AT&T) PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
(N)POLE FOUNDATION(BY AT&T)
A D LEVEL EGD LEVEL
SITE ID:HBNPB 48B
4304[CSI SHORECREST LANE
(SLC4781)
CORONA DEL MAR,CA,92625
SHEET TITLE
ELEVATIONS
i
SHEET NUMBER
EXISTING SOUTHEAST ELEVATION 11"x37" SCALE: 3/16"-- 2 NEW SOUTHEAST ELEVATION 11"x36" SCALE: 3/1 2
A-2
11"x17" SCALE: 3/16" = 1'-°"
NOTE:
1. ALL NEW EQUIPMENT SHALL BE PAINTED TO MATCH
NEW POLE.
2. EXISTING STREET LIGHT TO REMAIN IN PLACE AND
OPERATIONAL UNTIL NEW POLE IS INSTALLED.
3. EXISTING LUMINAIRE TO BE RELOCATED AND at&t
ENERGIZED ON NEW STREET LIGHT ARM ON THE
SAME DAY. \��3
(N)ANTENNA MOUNTED ON(N)•
EQUIPMENT SHROUD
T/OF(N)ANTENNA
35'-5"A.G.L. (N)EQUIPMENT SHROUD W/(2)
CIL OF N ANTENNA 2203 RADIO,(1)(N)2205 RADIO,( AT&T 1)
34'-5"A.G.L. FUTURE 2205 RADIO&(1)(N)RAYCAP
B/OF N ANTENNA DISCONNECT SWITCH WITHIN SHROUD ERICSSON
33'-5"A.G.L.
T/OF N EQUIPMENT SHROUD 330 COMMERCE,STE.200
33'-5"A.G.L. (N)CUSTOM LUMINAIRE ARM TO MATCH IRVIN E,CA 92602
EXISTING ARM
C/L OF(E)LUMINAIRE }�C/L OF(N)LUMINAIRE
31'-0"A.G.L. 31'-0"A.G.L.
T/OF(E)POLE B/OF N EQUIPMENT SHROUD
30'-0"A.G.L. 30'-0"A.G.L.
T/OF N POLE
30'-0"A.G.L.
M SQUTAWRER�•J
1387 CALLE AVANZADO
SAN CLEMENTE CA 92673(949)391-6824
DRAWN BY: DGM
CHECKED BY: MM
C 04/02/2019 REVISION
B 02/12/2018 100%CONSTRUCTION
A 01/23/2018 90%CONSTRUCTION
REV DATE DESCRIPTION
QROFESSIO�q
(E)SIGN TO BE RELOCATED TO() (E)RELOCATED SIGN A whyl F2
STREETLIGHT PER CITY OF o CS 47 Po Z
HUNTINGTON BEACH STD PLAN 401 z r*I
A
}�B/OF SIGN 1j B/OF SIGN
TFOF CAS-\F
(E)CITY OF HUNTINGTON BEACH (N)CITY OF HUNTINGTON BEACH •
WOOD STREETLIGHT(4781)TO BE CONCRETE STREETLIGHT(ID
REMOVED&REPLACED(BY AT&T) TBD)(BY AT&T)
(N)WTR HANDHOLE •
(BEYOND)
(BY AT&T)
(E)POLE FOUNDATION TO BE IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
REMOVED&REPLACED(BY AT&T) ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
OD LEVEL EGD LEVEL
SITE ID:HBNPB 48B
4304[CS]SHORECREST LANE
(SLC4781)
CORONA DEL MAR,CA,92625
SHEET TITLE
ELEVATIONS
SHEET NUMBER
EXISTING NORTHEAST ELEVATION 14"x17" SCALE: 3/116"-='1'00" °® 2 NEW NORTHEAST ELEVATION 24"x36" SCALE: 3/ _ ' Z' 4
A-3
11"x17" SCALE: 3/16" = 1'V--0"
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31.
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AVAILABLE FROM EXCEL SIGN AND DECAL: ERICSSON-MICRORADIO2205 GALTRONICS EXTENT-P648016 PSEUDO OMNI CANISTER ANTENNA
MECHANICAL SPECIFICATIONS MECHANICAL SPECIFICATIONS
http://www.weneedsigns.com/home.php?cal+l 135 AND CLICK ON AT&T DIMENSIONS AANDxHI: 7.8714.84"x7.87'.INCLUDING MOUNTING
BRACKET AND ESTHETIC FRONT COVER DIMENSIONS(H%D)' 24.7x10 INCHES
(S.x 254 mml _
PH:510-651-0445 VOLUMEAND WEIG R: 4LITRES AND
LE kg(8.821bs) ����
N01-DC-16 1"X6"NOTICE DECAL MOUNTING: WALL AND POLE NO.WEIGH
ONNECTEXCL UNTINGBRACKETS: 10X4.-10
NO.OF CONNECTORS 10%6.3-fO DIN FEMALE
"For 1 Foot Distance"VINYL DECAL WITH ADHEDSIVE BACKING INTERFACE SPECIFICATIONS:
ANTENNA PORTS: 2x4.310(F) CONNECTOR TYPE& 4 X 4.310 DIN FEMALE
7.87" 7.87° 41. 84" I, FREQUENCY BAND[MH,]: (1695-218012180-2400)MH
A � CPRI: MODULES)
(EXCHANGEABLE SFP
MODULES) 4%4.30 DIN FEMALE
OPTICAL INDICATORS: 8 OO
(3560-3700)MHz
FIELD NALGROUND:M: 2 0 : : (51W-5950) FEMALE
FIELD GROUND: 1 (5150-5950)MHz
0 MAX WIND SPEED: 1.mP1,
ELECTRICAL m SPECIFICATIONS:,anr, :
r POWER SUPPLY: ATTSM 00-250 VAC RADOME MATERIAL ASA
97 0
POWEROUTPUT: 9]WATTS MAX SHIPPING DIMS WE : ?0'%19"X19"(]fi2x483x40.3)mm
MAX HEAT DISSIPATION: 90 WATTS GROSS SHIPPINGG WEIGHT 281bs(12kg)
NOTICE me"" O O MINIMUM AC FUSE RATING 6AMP
0
RF energy emitted by this device may exceed the FCC's general PARTN0.04127285-06480-1(GRAY)
public exposure limits.Stay at least 1 foot awayfrom the device. FRONT BACK SIDE PART N0.0412]265-064S0 (CHROME)
P P y PARTN0.0412]265-06460�(CHROME) ERICSSDN
Cafl 800-638-2822 for help if you need access within 1 foot
-on
7.87° BOTTOM
330 COMMERCE,STE.200
IRVINE,CA 92602
cm
Place one NOTICE sticker at the bottom of the front]
TOP ,o.o"
of the r
adome of each antenna. FRONT
M SQUARtLErrbj
WIRELESS
OMNI ANTENNA DISCLAIMER LABEL 11„x36.. SCALE: NTS 7 MICRO RADIO 2205 24"%17" SCALE: NTS 4 GALTRONICS P6480-6 OMNI ANTENNA "x17" SCALE: NTS 1" SCALE: NTS 19BL CALLE AVANZADO
1 1"x 17" SCALE: NTS SAN CLEMENTE CA 92873(949)391$824
ELECTROMATE RAYCAP-RSCA P-1 ERICSSON-MICRO RADIO2203
CS53& 20.0
HINGED 3R ENCLOSURE MECHANICAL SPECIFICATIONS
ELECTRICAL MECHANICAL DIMENSIONS(WxMH): T87x 94"x7.87°,INCLUDING MOUNTING
DIMENSIONS: CONNECTION TERMINAL: COMPRESSION LUG#6-#14 AWG(13-2MM2) BRACKET AND ESTHETIC FRONT COVER JI
SURGEPROTECTIONDEVICECTED.TYPE TO UL STRIKESORB 30-A TERMINAL BLOCK#10 6AWG(6-0.14MM2) VOLUME AND WEIGHT: 4 LITRES AND�4.5 kg I9. ft)
A 12" NUMBER OF CIRCUITS PROTECTED. ENVIRONMENTAL INGRESS MOUNTING: WALL AND POLE MOUNT
SURGE PROTECTIVE DEVICE ISPDI TYPE PER UL 14494TH EDITION: PROTECTION(IP)WING: NEMA4X
B 12" TYPE 2 COMPONENT ASSEMBLY OPERATION TEMPERATURE: (°C)JO°CTO aWC DRAWN BY: DGM
SURGE PROTECTION DEVICE(SPD)CLASS TO IEC 6IS43-11:CLASS II INTERFACE SPECIFICATIONS:
STORAGE TEMPERATURE: (°C)-]0°CTO a80°C
G 6 NOMINAL OPERATING VOLTAGE[[INI:120V ENCLOSURETYPE _ 787" 7B7" 394" ANTENNA FORTS: 2x4.3-10(F)
NOMINAL DISCHARGE CURRENT[IN) UL 14494TH EDITION:20 KA 820 MS RATED CPRI. 2x 2.SI5I10 Gbp(EXCHANGEABLE SFP
MAXIMUM DISCHARGE CURRENT[IMAXI PER IEC 616431160 KA 8=MS ENCLOUOERDIMENSION:ONATE.(L9W H8.%''X5A8"X10.06' MODULES) CHECKED BY: MM
MA%IMUM CONTINUOUS OPENATINGVOLTAGE[UCI IMCOV)150V [217.128"256MM] OPTICAL INDICATORS: fi
VOLTAGE PROTECTION LEVEL[UPI PER IEC 61B4311:700V 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:
e,eas,,.m,z,ie�cez,,.zmz i�euz.,.mm lrteuz.s. POWER SUPPLY: 48 VCD OR 100-250 VAC
r
3 POWER OIRPIR: 97 WATTS MAX
1 D.28" . . M HEAT I MINIMUM AC FUSE RATING' RAMP
8.59"
FRONT BACK SIDE
Q C 04/02/2019 REVISION
7,87" B 02/12/2018 100%CONSTRUCTION
A 01/23/2018 90%CONSTRUCTION
� co —
o REV DATE DESCRIPTION
a
® NPT 1"GLAND CAN BE REPLACED BY TOP
CONDUIT FITTING
6 C
FRONT SIDE BOTTOM M40 GLANDS CAN BE REPLACED BY 1
1/4"NPT CONDUIT FITTINGS ��FESS/C�y
6.25" ,{O p. WHg1
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SCE UN-METERED FUSED PANEL 11 X36.. SALE NTS 8 RAYCAP DISCONNECT 11 x17" SCALE NTS 5 MICRO RADIO 2203 1107" SCALE: NTS A
11"x17" SCALE: NTS 2
9T 1 1� F
SQUARE—D COVER FEATURES: coMMswPEscc7soz3s9s6
FOF CA\_\E
HINGED SIR ENCLOSURE •STANDARD LOAD RATING:20,800 LBS.WHEEL LOAD MECHANICAL SPECIFICATIONS
•2 BOLT DO
# D221NRB ON 1T DO20"PLATEWN LOCATIONS DIMENSIONS 41.SN012-
DIMENSIONS:
•STAINLESS STEEL BOX INSERTS WEIGHT:
58 LBS.(26KG)
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 ,I __01ECESS
Q IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
ARE ACTING UNDER THE DIRECTION OF A LICENSED
APPROXIMATE WEIGHT=120 LBS. " PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
BOLT DOWNS(2 PL) __ ____ TOPCOVER FEATURES: = x8"NAMEPLATE
POLYMER CONCRETE CONSTRUCTION (1 PL) SITE ID:HBNPB 48B
• LIGHTWEIGHT NON-SKID 4304[CS]SHORECREST LANE
• STACKABLE FOOT (STANDARD) (SLC4781)
• APPROX.WEIGHT 188 LBS. ���! �z;� CORONA DEL MAR,CA,92625
a
O a
SHEET TITLE
3/8"x3"HEX BOLT r _
(2 PL EA END) `' DETAILS
- C 4
012"
(2)ERICS SON 2203
Y MOUNTING-BOTH SIDES SHEET NUMBER
FRONT BOTTOM RAYCAP POSITION AC
(OR APPROVED EQUAL) 7�s d' �1' LOADCENTER OVP(OPTIONAL) D 1
SCE FUSED DISCONNECT 24"x36" SCALE: NTS g HANDHOLE 24" x1
x36" SCALE: NTS 6 EQUIPMENT SHROUD 24"%36" SCALE: NTS 3
11"x17" SCALE: NTS 11"x17" SCALE: NTS 11" 7" SCALE: NTS
5" (4) 1"0 X 36" ANCHOR RODS
WITH 90' HOOK & 4" PROD. POLE PER PLAN
(MIN. 55 KSI)
HANDHOLE
AT&T TOWERS ����
In case of Emergency Contact CONCRETE APRON PVC CONDUIT STUBBED UP
E-mail:atttowers@att.com FINISHED GRADE ADJACENT
AND SIZE DAHOLEQUIRED
Phone:(877)231-5447
Please Reference Site ID - NO GAP — SEAL WITH
NON—SHRINK LEVELING GROUT
Site ID cRAN_RLos_ReNPR_ons
L
FCC ID 0
Iii I H de
OWNER / OPERATOR NOTE:
SITE ID LABEL TO BE AFFIXED AT OR NEAR THE POINT OF o ER�Crs��
POWER CONNECTION WITH TZeS241 LABELING TAPE OR
EQUIVALENT BLACK ON WHITE LABELING TAPE OF AT LEAST 330 COMMERCE,STE.200
18mm WIDTH WITH EXTRA-STRENGTH ADHESIVE. USE ANY CIRCUIT CONDUCTORS &
COMPATIBLE P-TOUCH LABEL MAKER. TEXT SHOULD BE coNDulr To NEXT POLE, TYP., IRVINE,CA 92602
PRINTED IN ALL CAPS WITH A MINIMUM HEIGHT OF 1/2". SEE NOTE 4
#3 HORIZ. TIES AT 12" O.C.
EMERGENCY CONTACT SIGN MIN 3,000 PSI TYPE
II CONCRETE
5"
M SQUAR(•j
WIRELESS
1387 CALLE AVANZADO
12 — #5 BARS VERT. (60 KSI) SAN CLEMENTE CA 92673(949)391-6824
(4) 1"0 X 36" ANCHOR RODS W/
90- HOOK (MIN 55 KSI) DRAWN BY: DGM
#3 HORIZ. TIES @ 12" O.C.
.I
POLE BASE PLATE LOCATION CHECKED BY: MM
12 — #5 BARS VERT. (60 KSI)
MIN 3,000 PSI TYPE II CONCRETE
ANTENNA SIGNAGE: z-a
ON WOOD POLES - SIGN ON ALUMINUM WITH SS SCREW
TO THE POLE
ON METAL POLES - ADHESIVE VINYL OR PLACARD
STRAPPED WITH SS TIES CONCRETE NOTES: C 04/02/2019 REVISION
ON CONCRETE / COMPOSITE - PLACARD STRAPPED WITH 1. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO CHAPTER 19 B 02/12/2018 100%CONSTRUCTION
OF THE CBC AND TO ALL REQUIREMENTS OF THE CURRENT EDITION OF ACI 318,
SS TIES "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE". I A 01/23/2018 1 90%CONSTRUCTION
SIGN PLACEMENT: 2. MIX DESIGN REQUIREMENTS:
AFFIX TO THE STRUCTURE 3-4' BELOW THE COMMERCIAL 2.A. CEMENT SHALL BE TYPE II REv DATE DESCRIPTION
RE ANTENNA(S) 2.B. COMPRESSIVE STRENGTH = 3,000 PSI
SIZE APPROX. 8" x 5" 2.C. MAXIMUM WATER/CEMENT RATIO (W/CM) SHALL BE 0.50
3. ALL REINFORCING STEEL SHALL BE SECURED IN POSITION AND INSPECTED BY THE
BUILDING OFFICIAL PRIOR TO PLACING CONCRETE.
ANTENNA SIGNAGE 4. FOR FIBER CONDUIT, STUB OUT FROM FOUNDATION AWAY FROM STREET SIDE FOR
FUTURE FIBER HANDHOLE INSTALLATION. QROFESS/pNq
9
�o C5 47 o m
NOT USED 111"x17 SCALE: NTS 5 POLE MOUNTED SIGNS 11 x17" SCALE: NTS 3 NEW FOUNDATION 24"x36" SCALE: NTS ) z A
11"x17" SCALE: NTS
9TFOr CAoEO�
12"3 PATCH PAVING AS REQUIRED
TO MATCH(E)SURFACE,
WHERE OCCURS
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
ARE ACTING UNDER THE DIRECTION OF A LICENSED
UNDISTURBED NATIVE SOIL PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
12" SAND OR ENGINEERED BACKFILL
WITH 90%COMPACTION IN 8"LIFTS
30"MIN. WARNING TAPE WITH TRACE SITE ID:HBNPB 48B
WIRE AT V-0"BELOW GRADE
4304[CS]SHORECREST LANE
(2)SACK SLURRY ENCASEMENT (SLC4781)
3'1"MIN. 1g WITH"RED"DYE
CORONA DEL MAR,CA,92625
(1)PVC SCH 40 CONDUIT FOR TELCO,
WHERE OCCURS,SIZE PER PLAN
(2)SACK SLURRY ENCASEMENT,EXCEPT
WHERE CONDUITS GO BELOW(N)BLOCK SHEET TITLE
WALL PROVIDE CONCRETE ENCASEMENT
(1)PVC SCH 40 CONDUIT FOR POWER, DETAILS
WHERE OCCURS,SIZE PER PLAN
4"SAND BASE
4"
SHEET NUMBER
D-2
NOT USED 1 1%17" SCALE: NTS 6 NOT USED 11 N17" SCALE: NTS 4 TRENCH D ETA I L 24"x36" SCALE: NTS
11"x17" SCALE: NTS 11"x17" SCALE: NTS 11"x17" SCALE: NTS L
at&t
L
ERICSSON
330 COMMERCE,STE.200
IRVINE,CA 92602
M SQUAR(•j
WIRELESS
1387 CALLE AVANZADO
SAN CLEMENTE CA 92673(949)391-6824
DRAWN BY: DGM
CHECKED BY: MM
C 04/02/2019 REVISION
B 02/12/2018 100%CONSTRUCTION
A 01/23/2018 90%CONSTRUCTION
REV DATE DESCRIPTION
QROFESS/pN9
9
�o C5 47 o m
A
9TFor cp'o O�
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.
SITE ID:HBNPB 48B
4304[CSI SHORECREST LANE
(SLC4781)
CORONA DEL MAR,CA,92625
SHEET TITLE
POLE DETAILS
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
ea (1) NEW 2205 RADIO & atat
• 4T4R p"1 NEW ANTENNA p"1
AC SOURCE (1) FUTURE RADIO
• RRH-1 AND RRH-2 ARE SAME BAND, 2
EITHER B2 OR B66A (2) NEW 2203 RADIO
AWS/PCS/WCS 5GHz RRH-3: (LAA), 2T2R p"1
• USE OF DOUBLE MOUNTING BRACKETS MECHANICAL
a a a a a a CPRI CASCADING RRH-1/RRH-2 CONNECTION, TYP.
+ + I + I (1) NEW 2205 RADIO & 0 0
D1 (1) FUTURE RADIO -
D1 (2) NEW 2203 RADIO -
NEW #18 Awc ERICSSON
THHN/THWN STRANDED 330 COMMERCE,STE.200
DOUBLE DOUBLE IRVINE,CA 92602
MOUNTING MOUNTING THWN GREEN 6 THHNN
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
RRH-2 NEW GROUND D1 NEW RAYCAP DISCONNECT WITH M SQUAR�•J
li
FIBER � BUS BAR INTEGRATED SURGE PROTECTION W I R E L E S S
2203 B2 OR B66A
OPR/QC NEW DISCONNECT O O 1387 CALLE AVANZADO
6 WITH INTERGRATED P P SAN CLEMENTE CA 92673(949)39"824
SURGE PROTECTION
FIBER
AC CABLE AC CABLE
9 NEW AT&T
D-1 DISCONNECT
Ac -ABLE 9 NEW AT&T
D 1 DRAWN BY: °GM
DISCONNECT
FIBER a CHECKED BY: MM
B NEW SCE
D1 UN—METERED
FUSED PANEL
AC CUT-OFF SWITCH e NEW SCE
FIBER NEW #6 THHN/THWN D-1 UN—METERED
DEMARCATION GREEN COPPERINNDED FUSED PANEL
BOX/SPLICER Ac souRCE COATED MAIN GROUND
CONDUCTOR/RISER
C 04/02/2019 REVISION
B 02/12/2018 100%CONSTRUCT
EXOTHERMIC WELD ION
NEW 1" SCH-80 PVC CONDUIT; A 01/23/2018 90%CONSTRUCTION DARK FIBERS CONNECTION TO NEW #12 AWG THHN/THWN STRANDED REV DATE DESCRIPTION
To/FROM HUB GROUND ROD
NEW 5/8"4 x 8'-0" — NEW 120V POWER SERVICE
STAINLESS STEEL GROUND ROD
�OFESS/ONq
EXISTING POWER SUPPLY • �s� ^ Wy9�Fti
o C5 47 Pz m
PICO PLUMBING DIAGRAM 11'x17" SCALE: NTS 6 GROUNDING SCHEMATIC 11 x17" SCALE: NTS 3 SINGLE LINE DIAGRAM 24"x36 SCALE: NTS 1
11"x17" SCALE: NTS
9T 1 1� F
For-CAoF�
O" STRIKESORB 120V
PROTECTION
I IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
DISCONNECT SWITCH ARE ACTING UNDER THE DIRECTION OF A LICENSED
pp PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
11
TI
U SITE ID:HBNPB 48B
TI CONNECTION FOR POWER IN 4304[CS]SHORECREST LANE
11 I (SLC4781)
t' JUMPER GROUND CORONA DEL MAR,CA,92625
Q O CONNECTIONS
DEAD-FRONT FOR LIVE
COMPONENTS SHEET TITLE
7 AMP CIRCUIT BREAKERS
ELECTRICAL DETAILS
CHASSIS GROUND CONNECTION
SHEET NUMBER
NOT USED 24"x36" SCALE: NTS NOT USED 24"x36" SCALE NTS 4 BREAKER SCHEDULE 24"x36I SCALE: NTS 2
E-1
11"x17" SCALE: NTS 11"x17" SCALE: NTS 11 N17" SCALE: NTS