HomeMy WebLinkAboutExhibit D - HBNPB_044_CD100 (04-26-19) SITE NAME: HBNPB 44A
SITE NUMBER: CRAN RLOS HBNPB 044 at&t
PROJECT: CRAN/ SMALL CELL/ PICO
USID: 188450/ FA: 14807373
PACE: MRLOSO45156
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 IRVINE,CA 92602
CONSTRUCTED PERMIT WORK NOT CONFORMING TO THESE CODES. I CONSTRUCTION D RAW I N G
1. 2016 CALIFORR NIA 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 r7
8. CITY/COUNTY ORDINANCES e CHANGES OR MODIFICATIONS. M S QU A R E3,
HANDICAP REQUIREMENTS: WIRELESS
POLE TYPE: (N) CONCRETE LIGHT POLE APPROVED BY: INITIALS: DATE
FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.HANDICAPPED ACCESS 1387 CALLE A V A N Z A D O
NOT REQUIRED IN ACCORDANCE WITH CALIFORNIA ADMINISTRATIVE STATE CODE SAN CLEMENTE CA 92673(949)391-6824
PART 2,TITLE 24,CHAPTER 11 B,SECTION 1103B. AT&T RF ENGINEER:
CODE COMPLIANCE POLE ID #: 4988 AT&T OPERATIONS:
SITE ACQUISITION MANAGER:
THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.A TECHNICIAN WILL LATITUDE/LONGITUDE: 3 3.6 7 2 7 5 7/ 117.8 9 24 9 7 PROJECT MANAGER:
VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE.THE PROJECT WILL NOT ZONING VENDOR: DRAWN BY: JEGRESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE;NO SANITARY
SEWER SERVICE,POTABLE WATER,OR TRASH DISPOSAL IS REQUIRED AND NO LEASING VENDOR:COMMERCIAL SIGNAGE IS NEW. SITE ADDRESS: 3901 [CS] EAST COAST HIGHWAY CONSTRUCTION MANAGER: °HECKED BY:
GENERAL NOTES A/E MANAGER:
(SLC4988), CORONA DEL MAR, CA 92625 PROPERTYOWNER:
UTILITY MANAGER:
0 Dig Alert AREA MAPS APPROVALS
Know nars below.
0 Call before you dig. - 3. 4� -
CALIFORNIA SOUTH s 'a P'� $°� 7'9 AT&T PROPOSES TO INSTALL A NEW WIRELESS INSTALLATION LOCATED IN THE PUBLIC RIGHT
Call Two WorkingDays Before You Di ' '�, �'ruw` A 09/22/2018 90%CONSTRUCTION
811/800-227-2600 91 a� w fur SFr Fy ° �voy� OF WAY TO(N)CONCRETE LIGHT POLE.
1 .� d" �A* "+p. REV DATE DESCRIPTION
THE SCOPE WILL CONSIST OF THE FOLLOWING:
A, a T'
L [ "Yh _ _ AT&T TO REMOVE (1) EXISTING CITY OF NEWPORT BEACH CONCRETE STREETLIGHT
DIG ALERT AT&T TO INSTALL (1) 31'-2"CONCRETE STREETLIGHT
li�3k .Q. s" AT&T TO INSTALL (4) NEW AT&T REMOTE RADIO UNITS �pF E55rfl�
AT&T TO INSTALL (1) NEW AT&T OMNI-DIRECTIONAL ANTENNA
AT&T TO INSTALL (1) NEW AT&T Q EQUIPMENT SHROUD(1) NEW—CAP
DISCONNECT
PUBLIC/PRIVATE: PUBLIC RIGHT-OF-WAY - lh .�� * AT&T TO INSTALL
ADDRESS: 3901[CS]EAST COAST HIGHWAY - _ sf AT&T TO INSTALL (1) NEW HANDHOLE y ❑ �f.
(SLC4988), *SIT __ J' ;a', - 4 R�:.F..,.,..L.,f. �j A71
CORONA DEL MAR,CA 92625 ��- ,A'r +S'r'+•., UIJ �(� '7 X.)
APPLICANT: AT&T ll I
C
ADDRESS: 1452 ED USTIN,NA92780GER AV
•g PROJECT DESCRIPTION
TUSTIN,CA 92780 � --
LATITUDE(NAD 83): 33.672757 -
LONGITUDE(NAD 83): -117.892497
LAT/LONG TYPE: NAD-83 �`g - Lr� CIO-
GROUND ELEVATION(NAVDB8) 1:85' - SHEET NO: SHEET TITLE �F CA4�F�
JURISDICTION: CITY OF NEWPORT BEACH - a''sy ,,s
CURRENT ZONING: PUBLIC RIGHT OF WAY T-1 TITLE SHEET
PROPOSED USE: UNMANNED TELECOMMUNICATIONS - _ r GN-1 GENERALNOTES
S� O A-1 SITE PLAN IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
POWER COMPANY: SCE 0 �� ARE ACTING UNDER THE DIRECTION OF A LICENSED
ADDRESS: POMONAT A91768 _ \ lin,•Co-u,i,�De.n�l�y A-2 ELEVATIONS PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
POMONA,CA 91768 J t n .��'
. .Z '•y �aF';.,.i4 .. A3 ELEVATIONS
•/ N 'N A-4 SITE IMAGE
PROJECT SITE INFORMA . �,< - Q D-1 DETAILS
TION
• + ". -�.= az DETAILS SITE ID:HBNPB 44A
S-1 POLE DETAILS 3 01 EAST
OAST
lk HWAYSLC
r E-1 ELECTRICAL&GROUNDING DETAILS
PROJECT MANAGER: ENGINEER: ( �: j 1 S CORONA DEL MAR,CA,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. USE THE RIGHT 2 LANES TO TAKE EXIT 5A TOWARD STATE ROUTE 73 S/SAN DIEGO D RAW I N G INDEX
RF ENGINEER: CONTACT:TED SUEKAWA DIRECTION ARE TAKEN FROM 8. MERGE ONTO CA-73 S TITLE SHEET
AT&T EMAIL:TS4994@ATT.COM 1452 EDINGER AVE. 9. TAKE EXIT 14A TO MERGE ONTO MACARTHUR BLVD TOWARD NEWPORT BEACH
TUSTIN,CA 92780 10. CONTINUE ON MACARTHUR BLVD.DRIVE TO CA-1 S
1452 EDINGER AVE. 11. MERGE ONTO MACARTHUR BLVD
TUSTIN,CA 92618 1. HEAD NORTHEAST 12. USE ANY LANE TO TURN LEFT ONTO CA-1 S
CONTACT:KARLO DAVINAGRACIA 2. TURN LEFT TOWARD AT&T 13. DESTINATION WILL BE ON THE RIGHT SUBCONTRACTOR SHALL VERIFY ALL PLANS&EXISTING DIMENSIONS&CONDITIONS ON
EMAIL:KD270J@ATT.COM 3. TURN RIGHT ONTO AT&T THE JOB SITE&SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY SHEET NUMBER
4. TURN LEFT ONTO EDINGER AVE 3901[CS]EAST COAST HIGHWAY(SLC4988), DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME.
5. USE THE LEFT 2 LANES TO TURN LEFT ONTO THE STATE ROUTE 55 S RAMP CORONA DEL MAR,CA 92625
6. MERGE ONTO STATE RTE 55 S 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 (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 T T 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
CADWELD CONNECTION AND DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS
• MECHANICAL GRIND. CONN. EARTH ---E/T-----E/T--- UNDERGROUND ELECTRICAL/TELCO RUN 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 � c c GROUNDING CONDUCTOR
4. THE CONTRACTOR SHALL OBTAIN, IN WRITING, AUTHORIZATION TO PROCEED
❑ ® PLYWOOD .4 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. fL CIRCUIT BREAKER
5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN -
�E ELECTRIC BOX ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY
O
WOOD CONT. u 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 ERIC550N
MANUAL TRANSFER SWITCH, 2P-240V-200A, NO FUSE, 6. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT
LIGHT POLE STEEL O1 NEMA 3R ENCLOSURE 0 ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. 330 COMMERCE,STE.200
r� 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
®
END. MONUMENT ® SURFAC 2T 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 (D RECEPTACLE, 2P-3W-125V-15A, DUPLEX, 7, THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE
LIGHTING FIXTURE, HIGH PRESSURE SODIUM, 1/70W, WALL GROUND TYPE, HUBBEL CATALOG #5362 BEST SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE
SET POINT FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND
WORK POINT MOUNTING TYPE, HUBBELL LIGHTING CATALOG #NRG-307 PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE (� ■� r7
OR 1/50W, HUBBELL LIGHTING CATALOG #NRG-121 S TOGGLE SWITCH, 1P-125V-15A, M 5�IJ A R `•�
CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE IMPLEMENTATION
Al REVISION GROUND CONDUCTOR I� EXIT SIGN, THERMOPLASTIC LED, SINGLE FACE, UNIVERSAL HUBBELL CATALOG #HBL 1201CN ENGINEER AND WITH THE LANDLORD'S AUTHORIZED REPRESENTATIVE. WIRELESS
F1�7 MOUNTING, W/BATTERY PACK, HUBBELL LIGHTING CATALOG
#PRB 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
O GRID REFERENCE A COAXIAL CABLE COMBINATION, EXIT SIGN & EMERGENCY LIGHTING, CODE APPROVED MATERIALS.
SAN CLEMENTE CA 92873(949)391-8824
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
DETAIL REFERENCE CONDUCTORS O HORN &AUXILIARY CONTACT, 120 VAC, 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE
EMERGENCY LIGHTING, 2/50W, HUBBELL LIGHTING CATALOG GENTEX PART NO. 710OF PROJECT AREA DURING CONSTRUCTION.
X CHAIN LINK FENCING #HE6-50-2-R91
POLE 10. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS
X ELEVATION REFERENCE —01Ri41-0H1�°XP— OVERHEAD TELEPHONE/OVERHEAD POWER ^ LIGHTING FIXTURE, INCANDESCENT, 1/100W, WALL MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH
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: EG
— OVERHEAD TELEPHONE LINE 11. REPRESENTATIONS OF TRUE NORTH, OTHER THAN THOSE FOUND ON THE PLOT OF
X on. ux. SURVEY DRAWING (SHEET LS1 OR SHEET C-1), SHALL NOT BE USED TO
SECTION REFERENCE 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: VIM—oxP oxr— 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 ELECTRICAL 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
ELECTRICAL/TELCO 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
0 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.
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 MI MOUNTING T.O.P. TOP OF PLATE (PARAPET) RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE
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 09/22/201'8 90%CONSTRUCTION
ACCA ANTENNA CABLE COVER ASSEMBLY EQ. EQUAL INNEUTRAL 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 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
AC 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 �pFESSjpV
APPROX. APPROXIMATELY)) F.G. FINISH GRADE OPNG. OPENING W WATT OR WIRE 15. BEFORE ORDERING AND/OR BEFORE FABRICATING/CONSTRUCTING/INSTALLING ANY �O� W�'�
ARCH. ARCHITECTURAL) FIN. FINISH(ED) P POLE WD WIDE(WIDTH) ITEMS, VERIFY THE TYPES AND QUANTITIES.
AT. AMPERE TRIP FLR. FLOOR P/C PRECAST CONCRETE W/ WITH R' p1Y
AWG. AMERICAN WIRE GAUGE FLUOR FLUORESCENT VC
PERSONAL COMMUNICATION SERVICES W/0 WITHOUT 16. CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE AND
BATT. BATTERY FDN. FOUNDATION PH PHASE W WOOD PAGER, AND KEEP SAME ON SITE WHENEVER PERSONNEL ARE ON SITE. G7 V is
BD. BOARD F.O.C. FACE OF CONCRETE PLY. PLYWOOD W.P. WEATHERPROOF m
BLDG. BUILDING F.O.M. FACE OF MASONRY PNLBD PANELBOARD WT. WEIGHT V
BLK. BLOCK F.D.S. FACE OF STUD PPC POWER PROTECTION CABINET XFER TRANSFER 17. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE SITE Lu I�
BLKG. BLOCKING F.O.W. FACE OF WALL PRO 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 Q CENTERLINE
BR. BRANCH FTG. FOOTING P.S.I. POUNDS PER SQUARE INCH P PLATE, PROPERTY LINE 18. CONTRACTOR TO PROVIDE COMPLETE SET OF AS BUILT DRAWINGS WITHIN 10
BRKR. BREAKER FU FUSE P.T. PRESSURE TREATED WORKING DAYS OF PROJECT COMPLETION. �1
BTCW. BARE TINNED COPPER WIRE G GROUND PWR. POWER (CABINET) l C10-
STE. BASE TRANSMISSION SYSTEM GR GROWTH (CABINET) QTY. QUANTITY �r
B.O.F. BOTTOM OF FOOTING GA. GAUGE RAE(R) RADIUS 19. CONTRACTOR IS TO EXCAVATE 6" BELOW EXISTING GRADE AND SPRAY WITH WEED OF CA4�F
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 3G NETWORKS) ROCK. AS SPECIFIED ON SITE PLAN.
CAB. CABINET G.F.C. I. GROUND FAULT CIRCUIT INTERRUPTER RCPT. RECEPTACLE
CANT. CANTILEVERED) GLB. (GLU-LAM) GLUE LAMINATED BEAM REF. REFERENCE 20. CONTRACTOR SHALL PROVIDE TOILET FACILITY DURING ALL PHASES OF
CB. CIRCUIT BIR AKER GND GROUND REINF. REINFORCEMENT(ING) CONSTRUCTION. IT 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.I.P. 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
CLG.
CKT. CEILING NOR HEADER CIRCUIT HDBC HARD DRAWN COPPER WIRE (RADIO TRANSCEIVER) ALL DIMENSIONS INCLUDING AS-BUILT DIMENSIONS OF EXISTING STRUCTURES OR
RX-AIT RECEIVER AIR INTERFACE TRAY.
CLR. CLEAR HGR. HANGER SAT SAFETY STRUCTURAL ELEMENTS HAVING A BEARING ON THE SCOPE OF THE WORK TO BE
CMU CONCRETE MASONRY UNIT (JAMB BLOCKS) UPS 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 44A
CONN. CONNECTION(OR) IN.(") INCH(ES) SHT. SHEET OBTAIN DESIGN RESOLUTION PRIOR TO PROCEEDING WITH THE PORTION(S) OF THE 3901 [CSI EAST COAST
CONST. CONSTRUCTION INT. INTERIOR SIM. SIMILAR
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 HIGHWAY AR,C ,
DBL. 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 LIPS LOW PRESSURE SODIUM STL. STEEL
DF. DOUGLAS FIR LTE LONG TERM EVOLUTION (4G MOBILE TECH.) STRUC. STRUCTURAL
DIA. DIAMETER MAS. MASONRY SURF SURFACE
DIAG. DIAGONAL MAX. MAXIMUM SW SWITCH SHEET TITLE
DIM. DIMENSION M.B. MACHINE BOLT TEL. TELEPHONE
DWG. DRAWING S) MECH. MECHANICAL TEMP. TEMPORARY
OWL. DOWEL(S MFR. MANUFACTURER THK. THICK(NESS) GENERAL MOTES
EA. EACH MIN. MINIMUM TMAS TOWER MOUNTED AMPLIFIER
EGR. EMERGENCY GENERATOR RECEPTACLE MISC. MISCELLANEOUS (DC SUPPLY VOLTAGE)
EL. ELEVATION MLO MAIN LUGS ONLY T.N. TOE 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
0 4 a
NOTE: U U Qp
1. IF DIMENSIONS SHOWN ON PLAN DO NOT SCALE CORRECTLY,CHECK FOR REDUCTION �.
OR ENLARGEMENT FROM ORIGINAL PLANS. I I
2. UTILITY DESIGN&RUNS ARE PRELIMINARY.PENDING FINAL DESIGN FROM UTILITY
PROVIDERS. I BUILDING OPEN
3. CONTRACTORS VERIFY SUBSTRUCTURE LOCATIONS PRIOR 70 ANY EXCAVATION. I
4. ALL CONDUCTORSRS/WIRES&CONDUIT,SHALL BE INSTALLED IN A NEAT 7 TIDY FASHION. I ) i (TYP.) LAND
ALL EXCESS WIRE SLACK IS 70 REMOVED&HIDDEN AS MUCH AS POSSIBLE.
5. ALL NEWLY INSTALLED EQUIPMENT SHALL BE PAINTED TO MATCH EXISTING POLE,& I �.
at&t
OR SURROUNDINGS UNLESS PROHIBITED PER MANUFACTURER.
6. NEW FIBER CONDUIT TO BE STUBBED OUT OF NEW POLE FOOTING BY APPROX.2'-0". II (E)STREETLIGHT(TYP.)
Lu
_ R
CIF CIF -
( I
I ~ I E PACIPIC COAST HWY 4 ♦ ERICSSON
330 COMMERCE,STE.200
— — ♦___ IRVINE,CA 92602
- - - - - - MEDIAN
t160'-0"TO E
I
OF HAZEL DR 4 n♦ I ♦ M SQUAR �J
WIRELESS
1387 CALLE AVANZADO
SAN CLEMENTE CA 92673(949)391-6824
r (E)SID LK(TYP.)
(E)TRAFFIC LIGHT(TYP.) I i (E)TREE(TYP.) ' ' (E)PARKWAY(TYP.)
I I •
I DRAWN BY: EG
N
CHECKED BY: MM
I TYP) (I I NEW AT&T PROJECT LOCATION. 2 ®gyp t
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I BUILDING ' SEE ENLARGED SITE PLAN
I ( S
SITE PLAN 24"x36" SCALE: 1" = 30'-C" oll15, 30' 60'
11"x17' SCALE: 1" = 60'-0"
A 09/22/2018 90%CONSTRUCTION
REV DATE DESCRIPTION
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A��oyP °2
A3 Lu 5a 7
E PACIFIC COAST HWY
C10-
4 OF CA4�F
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 44A
3901 [CS]EAST COAST
T ---T HIGHWAY(SLC4988)
CORONA DEL MAR,CA,92625
- `DRIVEWAY- A-2
SHEET TITLE
—__—_____—__—__—____(N)U/G POWER RUN FROM(N)WTR HANDHOLE --
-------------- ------------------
TO(N)CONCRETE STREETLIGHT(BY AT&T) (E)CITY OF NEWPORT BEACH (E)TREE(TYP.)
CONCRETE STREETLIGHT(4988)TO BE SITE PLAN
(E)SIDEWALK(TYP.) D-9 (N)WTR HANDHOLE(BY AT&T) REMOVED&REPLACED(BY AT&T) N
(E)PARKWAY(TYP.) (N)U/G FIBER RUN FROM(N)FIBER HANDHOLE TO (E)HANDHOLE
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(N)CITY OF NEWPORT BEACH CONCRETE 4WE® SHEET NUMBER
0.1 (N)FIBER HANDHOLE(BY OTHERS UNDER SEPARATE PERMIT) STREETLIGHT(4988)W/(N)EQUIPMENT(BY 10 1"4
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5 A-1
ENLARGED SITE PLAN 24"x36" SCALE: 1/6" = 1'- " 4' S' 16' A
11"x17" SCALE: 1/16"= 1'-C" L
NOTE:
ALL NEW EQUIPMENT SHALL BE PAINTED
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T/OF(N)ANTENNA
36'-6" (N)ANTENNA MOUNTED ON(N)
A.G.L. �1
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FUTURE 2205 RADIO&(1)(N)RAYCAP 0.1
T/OF N EQUIPMENTSHROUD DISCONNECT SWITCH WITHIN SHROUD ERIC550N
T/OF E LUMINAIRE 34'-6"A.G.L.
33'-0"A.G.L.
}�T/OF N)LUMINAIRE
32'-6"A.c.L. 330 COMMERCE,STE.200
}�T/OF(E)POLE I RV I N E,CA 92602
31'-6"A.G.L. B/OF N EQUIPMENT SHROUD
31'-2"A.G.L.
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1387 CALLE AVANZADO
SAN CLEMENTE CA 92673(949)391-6824
DRAWN BY: EG
CHECKED BY: MM
A 09/22/2018 90%CONSTRUCTION
REV DATE DESCRIPTION
(E)SIGN TO BE RELOCATED TO(N)STREETLGIHT
(E)SIGN TO BE RELOCATED TO(N)STREETLGIHT ��pF E55rfl��C
Id
Lu 5a 7
(E)CITY OF NEWPORT BEACH CONCRETE
STREETLIGHT(4988)TO BE REMOVED&REPLACED (N)CITY OF NEWPORT
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STREETLIGHT(ID TED) �� C(vj4
(BY AT&T)
7-9 (N)WTR HANDHOLE l•I^ S
D-1 (BEYOND)(BY AT&T)
(E)POLE FOUNDATION TO BE IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
REMOVED 8 REPLACED(BY AT&T) 6 (N)FIBER BOX ARE ACTING UNDER THE DIRECTION OF A LICENSED
D-1 (BY OTHERS) PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
E GROUND LEVEL E GROUND LEVEL (N)POLE FOUNDATION(BY AT&T)
D-2
0'-0"A.G.L. 0'-0"A.G.L.
SITE ID:HBNPB 44A
3901 [CS]EAST COAST
HIGHWAY(SLC4988)
fl CORONA DEL MAR,CA,92625
SHEET TITLE
ELEVATIONS
SHEET NUMBER
EXISTING EAST ELEVATION 114"x17" SCALE: 3/116"-='1'OC" 1 2 NEW EAST ELEVATION 24"x36" S°ALE: 3/ _ ''-O" Z'
A-2
11"x17" SCALE: 3/16" = 1'-O"
NOTE:
ALL NEW EQUIPMENT SHALL BE PAINTED
TO MATCH NEW CONCRETE LIGHT POLE
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}�T/OF(N)ANTENNA EQU PM NrT MOUNTED ON(N)
SHROUD D71
36'-6"A.G.L.
}�C/L OF(N)ANTENNA (N)EQUIPMENT SHROUD W/(2)(N)AT&T
35'-7"A.G.L. 2203 RADIO,(1)(N)2205 RADIOS(1) 2-5 -
B/OF N ANTENNA FUTURE 2205 RADIO&(1)(N)RAYCAP D-1 -
34'-6"A.G.L. DISCONNECT SWITCH WITHIN SHROUD
T/OF N EQUIPMENT SHROUD ERICSSON
T/OF E LUMINAIRE 34'-6"A.G.L.
33'-0"A.G.L.
T/OF N)LUMINAIRE
3z'-6°A L - 330 COMMERCE,STE.200
}�T/OF(E.POLE IRVINE,CA 92602
31'-6"AG.L, eI OF N EQUIPMENT SHROUD
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(E)SIGN TO BE RELOCATED TO(N)STREETLGIHT ��pF E55rfl��
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(N)POLE FOUNDATION(BY AT&T) D72
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6'-0" ARE ACTING UNDER THE DIRECTION OF A LICENSED
REMOVED 8 REPLACED(BY AT&T) (N)FIBER BOX 6 PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
(BY OTHERS) 0.1
E GROUND LEVEL E GROUND LEVEL
0'-0"A.G.L. 0'-0"A.G.L.
SITE ID:HBNPB 44A
3901 [CS]EAST COAST
HIGHWAY(SLC4988)
CORONA DEL MAR,CA,92625
SHEET TITLE
ELEVATIONS
SHEET NUMBER
EXISTING NORTH ELEVATION 114"x17" SCALE: 3/116"—='1'OC" 1 2 NEW NORTH ELEVATION 24"x36" S°ALE: 3/ _ ''—U" Z' A-3
11"x 17" SCALE: 3/16" = 1'—O"
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ERICSSON
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SITE ID:HBNPB 44A
3901 [CS1 EAST COAST
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SHEET TITLE
SITE IMAGE
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ON 10"x20"PLATE MECHANICAL SPECIFICATIONS MECHANICAL SPECIFICATIONS
DIMENSIONS(W.OxM: 7.8Tk4-7.87',INCLUDING MOUNTING DIMENSIONS(HxD): 24.9 x 10 INCHES
•2 BOLT DOWN LOCATIONS BRACKET AND ESTHETIC FRONT COVER
•STAINLESS STEEL BOX INSERTS VOLUME AND WEIGHT: 4 LITRES AND<4 kg(8.82lb,) (843 x 255 mm)
MOUNTING: WALL AND POLE MOUNT NO.OF EXCL CONNECTORS
MOUNTING BRACKETS: 10X 4.-10D
•POLYMER CONCRETE CONSTRUCTION NO.OF CONNECTORS 10X6.3-tODINFEMALE
•NON-SKID SURFACE STANDARD LIFT PINS(2 PL) INTERFACE SPECIFICATIONS:
ANTENNA PORTS: 2 x 4.3-10(F) CONNECTOR TYPE 8 4 X 4.310 DIN FEMALE
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• POLYMER CONCRETE CONSTRUCTION RECESS(1PL) 0 POWER OUTPUT: 97 WATTS MAX 3 . SHIPPING DIMS(UMD): 30'X19'%19'(762x48L483)mm
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NON-SKID a * O GROSS SHIPPING WEIGH: 2616s(12kg)
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• STACKABLE FOOT• APPROX.WEIGHT 188 LBS. z,z FRONT BACK SIDE B ® PART NO.G0241 0-06 8 21-11(GRAY)
PART NO GQ2410-21-SI I(BROWN)
PART NO.GQ2410-06621-B11( ) ERICSSON
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1 1"x 17" SCALE: NTS 1 1"x 17" SCALE: NTS 1 1"x 17" 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): T87-94"x7.87°,INCLUDING MOUNTING
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A 12" NUMBE PROTE OF CIRCUITS PROTECTED ENVIRONMENTAL INGRESS MOUNTING: WALL AND POLE MOUNT
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B 12 TYPE2CCTION COMPONENT ASSEMBLYOPERATIONTEMPERATURE: (°C)-00°CTO aWC DRAWN BY: EG
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STORAGE TEMPERATURE: (°C)-]0°CTO a80°C
C 6" NOMINAL OPERATING VOLTAGE IUM:120V ENCLOSURETYPE _ 7.87" 7.B7" 3.94" ANTENNA PORTS: 2x4.3-10(F)
No
DISCHARGE CURRENT[IM PER ILL 14494TH EDITION:20 KA 8120 MS f—RATEDCPRI: 2 x 2.SI5I10 Gbpa(EXCHANGEABLE SFP
MAX IM UM DISCHARGE CURRENT[IMAXI PER IEC 61643-1160 KA SWIMS ENCLOSURE(OUTDRDIMEN ION�NA��(L 9W H&N-X SAB'X f0.W' MODULES) CHECKED BY: MM
MA%IMUM CONTINUOUS OPERATING VOLTAGE[UCI(MCOV)150V [217"128.256 MM] OPTICAL INDICATORS: 6
VOLTAGE PROTECTION LEVEL[UP]PER IEC 61843-11:700V WEIGHT: 2.25 LBS[1.02KGI
VOLTAGE PROTECTION RATING(VPR):20 KA 8120 EXTERNAL ALARM: 2
SUPPRESS ION TECHNOLOGY:MOV
FIELD GROUND: 1
PROTECTION MODES(DUAL MODE):LINE TO NEUTRAL,NEUTRAL TO GROUND
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11"x17" SCALE: NTS 2
SQUARED COMMSCOPE SCC-76D236966
HINGED 3R ENCLOSURE AVAILABLE FROM EXCEL SIGN AND DECAL: MECHANICAL SPECIFICATIONS � C'I10-
H D221 NRB http://www.weneedsigns.com/home.php?cal+l 135 AND CLICK ON AT&T DIMENSIONS(WxDxH): 413^ 12-
DIMENSIONS: PH:510-651-0445 WEIGHT: 68 LBS.(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 o
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
_ SITE ID:HBNPB 44A
NOTICE 1 3901 [CS]EAST COAST
C<<o,>> HIGHWAY AR,C ,
J public
energy emitted by this device may exceed the FCC's general CORONA DEL MAR,CA,92625
I public exposure limits.Stay at least 1 foot away from the device. I
a O Call 800-638-2822 for help if you need access within>foot
1 SHEET TITLE
DETAILS
Place 3 NOTICE sticker at the bottom of the front of
012"
the radome of each antenna. (2)ERICSSON 2203 C�
MOUNTING BOTH SIDES SHEET NUMBER
FRONT BOTTOM L RAYCAP POSITION AC
LOADCENTER OVP(OPTIONAL) D 1
AT&T MOBILITY FUSED DISCONNECT VZ17" SCALE: NTS 9 OMNI ANTENNA DISCLAIMER LABEL 11"24%36" SCALE: NTS 6 EQUIPMENT SHROUD 24"x36" SCALE: NTS 3
x17" SCALE: NTS 11"x17" SCALE: NTS
5" (4) 1"0 X 36" ANCHOR RODS
WITH 90' HOOK & 4" PROD. POLE PER PLAN
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AT&T TOWERS HANDHOLE at&t
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9 Y CONCRETE APRON
E-mail:atttowers@att.com FINISHED GRADE NUUMBER AND SIZEJACENT TO D ASO
OREQUIRED
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SITE ID LABEL TO BE AFFIXED AT OR NEAR THE POINT OF ERIC550N
POWER CONNECTION WITH TZeS241 LABELING TAPE OR _ _
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18mm WIDTH WITH EXTRA-STRENGTH ADHESIVE. USE ANY CIRCUIT CONDUCTORS &
COMPATIBLE P-TOUCH LABEL MAKER. TEXT SHOULD BE CONDUIT To NEXT POLE, r P., 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 INSULATED COPPER GND
II CONCRETE CONDUCTOR ATTACHED TO
INTERNAL LUG(S) & BONDED TO
5"
POLE & EXISTING GROUND
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PLATE OR ROD. SIZE GND COND.
•
L�M SQUARS
PER NFPA 70 AND CCAUSD J
321.1 WIRELESS
1387 CALLE AVANZADO
• 12 - #5 BARS VERT. (60 KSI) SAN CLEMENTE CA 92673(949)391-6824
- ��•�� NEW GROUND PLATE
® (4) 1"0 X 36" ANCHOR RODS W/
90- HOOK (MIN 55 KSI) DRAWN BY: EG
Stay Back
#3 HORIZ. TIES @ 12" O.C.
Radio-frequency energy _e POLE BASE PLATE LOCATION CHECKED BY: MM
may exceed exposure limits. 2 - #s BARS vERr. (so KSI)
questions,contact facility owner.
0 o MIN 3,000 PSI TYPE II CONCRETE
ANTENNA SIGNAGE: z-s
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:
ON CONCRETE / COMPOSITE - PLACARD STRAPPED WITH 1. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO CHAPTER 19
OF THE CBC AND TO ALL REQUIREMENTS OF THE CURRENT EDITION OF ACI 318,
SS TIES "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE". A 09/22/2018 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. OFESSIG
ANTENNA SIGNAGE 4. FOR FIBER CONDUIT, STUB OUT FROM FOUNDATION AWAY FROM STREET SIDE FOR QF�
W FUTURE FIBER HANDHOLE INSTALLATION.
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11"x17" SCALE: NTS
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OF IC
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
2'-0"MIN. WARNING TAPE WITH TRACE SITE ID:H13NPI3 44A
WIRE AT V-0"BELOW GRADE
3901 [CS]EAST COAST
(2)SACK SLURRY ENCASEMENT HIGHWAY(SLC4988)
3'4'MIN. 12" 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 24"x36" SCALE: NTS 6 NOT USED 24"x36" SCALE: NTS 4 TRENCH DETAIL 24"x36" SCALE: NTS
11"x17" SCALE: NTS 11"x17" SCALE: NTS 11"x17" SCALE: NTS 2
FOR REFERENCE ONLY
8at&t
REV. DATE DESCRIPTION DRN. APPR. de
r_Vx4' ERA BY 66' (MAX) A 09/07 REDRAWN, ADDED POLE P/N A.C.
MEND((MAX) SHROUDED B 05/05 UPDATED FOR ORACLE T.L
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IRVINE,CA 92602
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6' ALUMINUM ELIIPTOAL ABOVE cRAHE HH COVER 68546E FINISH 5 M SQUAREW
LLYNOME ARMS 62-3/8" DOOR SCRS SCE BASEPLATE 63250E W I R E L E S S
TAPEJRED TO 4-3/4' X 3- 1387 CALLE AVANZADO
POLE TOP DETAILS 1-I/2.OIA, TAPERED TO DRILL IN MOO M0024 COLLAR NONE SAN CLEMENTE CA 92673(949)391-6824
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ALLOY 6061 ON Rti' 3DOMM NON-TAPERED BASE PLATE ROUND POLE
4 4-1/2' # 1/16- DRAWN BY: EG
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N I PALE HEIGHT BOLT BOLT BASE
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(NtOD-SX300) FOR LMA 2. ASTM C•150 TYPE III CRAY CEMENT.
A 09/22/2018 90%CONSTRUCTION
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INSERTS FOR J6 BRACKET ARM TO POLE CONNECTION 4. Pe @ 28 DAYS-S,OUO PSI,USING ASTM C-31 CYLINDER TEST. REV DATE DESCRIPTION
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DRNE SCREWS 0 V 5. POLES MANUFACTUREDTO ASTM C-10W13 SPECIFICATIONS-
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1 STEEL mAE 7. THE POLE DEPICTED ON THIS DRAWING IS DESIGNED TO WITHSTAND THE LOADS
(�D� Y ASTM A-92)-1064 IMPARTED BY A SINGLE SIDE MOUNTED TAPERED ELLIPTICAL ALUMINUM ARM ��pFEssrfl�,��
(NOT TO EXCEED 6'OFFSET,3.7 GO.FT.EPA,25 LBS.)WITH THE ARM HOLDING A
[12) 9mm PRESTRESSING DOWNWARD FACING AREA OR PENDENT LUMINAIRE(MOTTO EXCEED 2-0 Sp_FT.
7-1/2 f 1/16' EPA_50 POUNDS THE POLE ALSO SUPPORTS 1 ANTENNA SHROUD CENTERED 3' 2
6'_g- STEEL WRE ): { ) rn
TO DOTO41 _ I ASTM A-421 ABOVE THE POLE TOP(NOT TO EXCEED 0,3 SO.FT.EPA,235 LOS.MAX)AS C7
INSERT 3` • HMN40LE VOFTH CAST _ _ = DESIGNED PER THE 2D13 AASHTI3 LTS-6(CRITERIA FOR STREET LIGHTING POLES), c 50 7
NpM• ALUMINUM FRAME d< FLUSH COVER o a I I CA.. SPIRAL STEEL 2010 CALIFORNILA BUILDING CODE&ASCE7-05 FOR H MPH WIND AND SEISMIC
COVER TO BE ATTACHED 9Y AMERDN WIRE AT S' PITCH ZONE[3.5ECOH O GUSTS)6 SEaSMIC CRITERIA Ss=1.TS 8 51=G.6.PLEASE CONTACT PRIOR TD SHINEW WITH ONE-WAY -
(SOE) DOOR SCREWS ASTU A-10" 8 ADVISE AMERON ENGINEERING IF THE INTENDED VALUES EXCEED THESE
•I. (FORMERLY ASTM A-82) VALUES. ��' C10- Q�
1g- NON. WALL 2-1/2' 8. DUE TO THE NATURE 9 CHARACTERISTICS OF CONCRETE,SIDE MOUNT SPACING �r QF C[fy4IF0
GRADE: UNE SECTION DETAILS DIMENSIONS CAN ONLY BE TAKEN TO THE NEAREST IM INCH,
' _ (4) 1-1/2- DIA. X 2-1/2 LG, APPROVED BY DATE
FESS/ L / -
r`( �4) I-T 4" QW ][ 4Q ]C t5' SLUTS EQUALLY SPACED AT il(r IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEV
ANCHOR BOLTS- EACH WITH (2) HEX
APART ON A 15'TO 17' DUl
PROFESSIONAL ARE ACTING UNDER THE DIRECTION OF A LICENSED
ENGINEER,TO ALTER THIS DOCUMENT.
NUTS h (2) WASHERS; ASTM F15 54 r BOLT CIRCLE.
�A. GR 55 GALVA19DM BOLTS ON A 16' , SOUTHERN CALIFORNIA EDISON
41 D . DOLT CIRCLE 15` 50, X 1-1/2" THE./r
{HERON P/N: #THERE OR GALV.EQUIVALENT BY OTHERS) PLATE TEFL - •- - I BP30OX09 POLE WITH SINGLE V ARM SITE ID:HBNPB 44A
2D 4-S FT- SOUIM E BY 5 FOOT DEEP FOUNDATION 3901 [CS]EAST COASTr
` -3°-!5 (TYP)-SEE PRGIECT SPECS FOR REOVWEO r 6-1/4- f 1/2" Du
74 BASE S12E ALONG WITH CONDUIT S1210C AND CONDUIT CLEARANCE THIS0XVIIIL7M1 tCINTW5 INFuwr nnrull 04CH rs PROPRIETARY Ta AMUUk IP Ab ref R 8)
µ r CORONA DEL MAR,HIGHWAY(SLC498 98 92625
CtOE1VTATx]N REQUIRED _ REPRO XUD, u00 cm Pe405t0 ro+wnm VffmmT AE PRIDA ■HTTE"PEwm.CN of AIKROM.
t 9 FM BASE PLATE DETAILS A ��D r-y�yT DRAWN: 5JB DATE; 10/2003
�QfiCAL14 .ti - 11O SCALE: DWG. NO. REIN
POLE PRODUCTS SHEET TITLE
.:wv.+�.r r•:�rr.,.ru Over rxnlcr�v Ln:ro n�r.nrawwr�x•s nn�cicwrruaa N.T.S. I'•1A/•-—01 2 77 I"►
••a.vparr,r•InlLrrar+_�,errlrnevt':r_rvrrrrnfce .rrs N .7 l-IY1J lJ L/ Ll
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
NEW ANTENNA D1 (1) NEW 2205 RADIO at&t
4T4R D-1 & (1) FUTURE RADIO
• AC SOURCE
• RRH-1 AND RRH-2 ARE SAME BAND, (2) NEW 2203 RADIO
EITHER B2 OR B66A
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.
+ + I + I � (1) NEW 2205 RADIO & 0 0
D1 (1) FUTURE RADIO -
021 (2) NEW 2203 RADIO -
NEW #18 AWG ERICSSON
THHN/THWN STRANDED 330 COMMERCE,STE.200
DOUBLE DOUBLE 0 0 IRVINE,CA 92602
MOUNTING MOUNTING NEW 6 THHN THWN GREEN
BRACKET RRH-1 RRH-3 BRACKET # /
2203 B2 OR B66A 2205 B46 STRANDED GROUND FROM
OPR/QC OPR QC EQUIPMENT TO GROUND BUS
PSU PSU
I NEW GROUND e NEW RAYCAP DISCONNECT WITH M SQUAR �•J
FIBER BUS BAR °"1
RRH-2 INTEGRATED SURGE PROTECTION W I R E L E S S
2203 B2 OR B66A
OPR/QC NEW DISCONNECT O O 1387 CALLE AVANZADO
5 WITH INTERGRATED �PP SAN CLEMENTE CA 92873(949)391$824
D1 SURGE PROTECTION
FIBER
AC CABLE AC CABLE
9 NEW AT&T
D-1 DISCONNECT
AC CABLE 9 NEW AT&T
D 1 DRAWN BY: EG
DISCONNECT
FIBER 1 a
CHECKED BY: MM
a NEW SCE
D1 UN-METERED
FUSED PANEL
AC CUT-OFF SWITCH r8 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
EXOTHERMIC WELD NEW 1" SCH-80 PVC CONDUIT; A 09/2212o1a 9o%CONSTRUCTION
DARK FIBERS CONNECTION TO NEW #12 AWG THHN/THWN STRANDED REV DATE DESCRIPTION
To/FROM HUB GROUND ROD
NEW 5/8"0 x 8'-0" -_
NEW 120V POWER SERVICE OFE55rfl
COPPER-CLAD STEEL Wf{
GROUND ROD
EXISTING POWER SUPPLY • y40-Lp' �O�12
PICO PLUMBING DIAGRAM 124'�36" SCALE: NTS 1"x17" SCALE: NTS 5 GROUNDING SCHEMATIC 11 x17" SCALE: NTS 3 SINGLE LINE DIAGRAM 24x36" SCALE: NTS 1 5p 7
11"x17" SCALE: NTS
C10-
OF CA4�F
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
Am"WIL ROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
ZI
5
T1�I D-1
U SITE ID:HBNPB 44A
TI CONNECTION FOR POWER IN 3901 [CS]EAST COAST
11 p I HIGHWAY(SLC4988)
CORONA DEL MAR,CA,92625
JUMPER GROUND
O CONNECTIONS
DEAD-FRONT FOR LIVE
7 AMP CIRCUIT BREAKERS COMPONENTS I SHEET TITLE
ELECTRICAL DETAILS
CHASSIS GROUND CONNECTION
SHEET NUMBER
NOT USED 24"x36" SCALE: NTS 6 NOT USED 24"x36" SCALE NTS 4 BREAKER SCHEDULE 24"x36I SCALE: NTS 2
E-1
11%17" SCALE: NTS 11"x17" SCALE: NTS 11"x17" SCALE: NTS