HomeMy WebLinkAboutExhibit D - Plans HBNPB_038 SITE NAME: HBNPB 38A
SITE NUMBER: CRAN RLOS HBNPB 038 at&t
PROJECT: CRAN/ SMALL CELL/ PICO
USID: 188496/ FA: 14807366
PACE: MRLOSO45180
ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE E R I CSSON
WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE
LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE PLANS IS TO BE IF USING 11"x17"PLOT,DRAWING WILL BE HALF SCALE 330 COMMERCE,STE.200
CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES. I RV I N E,CA 92602
1. 2016 CALIFORNIA ADMINISTRATIVE CODE
2. 2016 CAL IFORNIA BUILDING ELECTRICCOD CONSTRUCTION DRAWING
3. 2016 CALIFORNIA ELECTRIC CODE
4. 2016 CALIFORNIA MECHANICAL CODE
5. 2016 CALIFORNIA PLUMBING CODE
6. 2016 CALIFORNIA FIRE CODE at&t THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS 8 AUTHORIZE
7. ANY LOCAL BUILDING CODE AMENDMENTS TO THE ABOVE THE SUBCONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN.ALL
8. CITY/COUN7V ORDINANCES �� DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT&MAY IMPOSE �7
9. NEC,NATIONAL ELECTRIC CODE CHANGES OR MODIFICATIONS. M S QU A R OR
10. CALIFORNIA TRAFFIC CONTROL LANE CLOSURES MUTCD `�
POLE TYPE: (N) CONCRETE LIGHT POLE WIRELESS
HANDICAP REQUIREMENTS: APPROVED BY: INITIALS: DATE:
FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.HANDICAPPED ACCESS 1 3 8 7 CALLE L L E AVANZADO
NOT REQUIRED IN ACCORDANCE WITH CALIFORNIA ADMINISTRATIVE STATE CODE SAN CLEMENTE CA 92673(949)391-6824
PART 2,TITLE 24,CHAPTER 11 B,SECTION 1103B. AT&T RF ENGINEER:
CODE COMPLIANCE POLE ID #: 4653 AT&T OPERATIONS:
SITE ACQUISITION MANAGER:
THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.A TECHNICIAN WILL LATITUDE/LONGITUDE: 3 3.6 0 9 0 31 / 117.8 8 64 71 PROJECT MANAGER:
VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE.THE PROJECT WILL NOT ZONING VENDOR: DRAWN BY: EG
RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE;NO SANITARY
SEWER SERVICE,POTABLE WATER,OR TRASH DISPOSAL IS REQUIRED AND NO SITE ADDRESS: 1409 [CS] DOLPHIN TERRACE LEASING VENDOR:
COMMERCIAL SIGNAGE CE,POTABLE
NEW. CHECKED BY: MM
CONSTRUCTION MANAGER:
GENERAL NOTES A/EMAN PROPERTY(SLC4653), CORONA DEL MAR, CA 92660 PROPERTY
OWNER:
UTILITY MANAGER:
0 Dig Alert AREA MAPS APPROVALS
D 03/14/2019 REVISION
Know whaCs below. )) C 12/15/2017 100%CONSTRUCTION
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CALIFORNIA SOUTH _ ~ _ - f�po-f'7(�f V/•dp AT&T PROPOSES TO INSTALL A NEW WIRELESS INSTALLATION LOCATED IN THE PUBLIC RIGHT B 1111912017 95%CONSTRUCTION
Call Two Working Days Before You Dig! `• ! �770 OF WAY TO IN CONCRETE LIGHT POLE. A 11/19/2017 90%CONSTRUCTION
Two /800-227-2600 .•...... o THE SCOPE WILL CONSIST OF THE FOLLOWING: REV DATE DESCRIPTION
• O
_ ry COa$I y� AT&T TO REMOVE (1) EXISTING CORONA DEL MAR CONCRETE STREETLIGHT
DIG ALERT r QT,s rerra�@ �fl � AT&T TO AT&T To INSTALL (4) NEW AT&T CRE CONCRETE
STREETLIGHT RADIO UNITS
t i •... a •tl AT&T TO INSTALL (1) NEW AT&T OMNI-DIRECTIONAL ANTENNA
_ - Op Newport Beach AT&TTOINSTALL (1) NEW AT&T EQUIPMENT SHROUD
PUBLIC/PRIVATE: PUBLIC RIGHT-OF-WAY •' BayS/IDS,�r �zry TP Saar@i� p nt y CIUb AT&T TO INSTALL (1) NEW NEW HANDHOYCAP DESCONNECT
ADDRESS: 1409[CS]DOLPHIN TERRACE(SLC4653), '1y P+'
CORONA DEL MAR,CA 92660 �•''- /_SI TE [�' SP SI
APPLICANT: AT&T SD€1lh Shore Yacht C]Qb rP dC
ADDRESS: 1452 EDINGER AVE ® e r. Q
TUSTIN,CA 92780 PROJECT DESCRIPTION
LATNGITUDE ITUDE(NAD 83): �71
33.609031 `
LAT/LONG TYPED 83): NAD 83 PQ ¢�C6 �
GROUND ELEVATION(NAVDB8) ±14' SHEET NO: SHEET TITLE
JURISDICTION: CITY OF CORONA DEL MAR
CURRENT ZONING: PUBLIC RIGHT OF WAY T-1 TITLE SHEET
�@ffil•:'
PROPOSED USE: UNMANNED TELECOMMUNICATIONS 8 3 ro r 4a5@''• GN-1 GENERALNOTES
POWER COMPANY: SCE -y 4, A-1 SITE PLAN IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
Ba h oa Ave S. ARE ACTING UNDER THE DIRECTION OF A LICENSED
ADDRESS: 1INNOVATION WAY .- � A-2 ELEVATIONS PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
POMONA,CA 91768 '/ F n
Caw y .2 A3 ELEVATIONS
!7.. M19ar
N a/]dr A-4 SITE IMAGE
PROJECT SITE INFORMATION Cr1,dCgDir
D-1 DETAILS
az DETAILS SITE ID:HBNPB 38A
CL 01 -iii&t.�EPI S-1 POLE DETAILS 1409[CSI DOLPHIN TERRACE
44
m E-1 ELECTRICAL B GROUNDING DETAILS (SLC4653)
PROJECTMANAGER: ENGINEER: +� - Ip •S CORONA DEL MAR,CA,92660
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
SAN CALLE AVACLEMENTE,
CA
1452 EDINGER AVE. D RAW I N G INDEX
SAN CLEMENTE,CA 92673 TUSTIN,CA 92618 DIRECTIONS FROM AT&T OFFICE:
RF ENGINEER: CONTAC7:7ED SUEKAWA DIRECTION ARE TAKEN FROM 1D 09[CS]DON HIINL BE ON THE LEFT.TERRACE(SLC4653),CORONA DEL MAR,CA 92660 TITLE SHEET
AT&T EMAIL:TS4994@ATT.COM 1452 EDINGER AVE.
1452 EDINGER AVE. TUSTIN,CA 92780
TUSTIN,CA 92618 1. TURN LEFT ONTO EDINGER AVE
CONTACT:KARLO DAVINAGRACIA 2. TURN LEFT ONTO 55 S SUBCONTRACTOR SHALL VERIFY ALL PLANS&EXISTING DIMENSIONS&CONDITIONS ON
EMAIL:KD270J@ATT.COM 3. TAKE EXIT 5A TOWARD STATE ROUTE 73 THE JOB SITE&SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY SHEET NUMBER
4. TAKE EXIT 15 TOWARD JAMBOREE RD DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME.
5. TURN RIGHT ONTO JAMBOREE RD
6. TURN LEFT ONTO BAYSIDE DR 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 (XIT GROUND ROD)CHEMICAL GROUND ROD ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. ����
---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/r-----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 ' 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 -
�E 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 0 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,$TE.20U
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
O
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 ® 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 `•I.
CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE IMPLEMENTATION J
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
Fv 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�/ 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
YA
— 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 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 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. D 03/14/2019 REVISION
13. KEEP GENERAL AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, C 12/15/2017 100%CONSTRUCTION
A AMPERE EMT. ELECTRICAL METALLIC TUBING MI MOUNTED T.O.F. TOP OF FOUNDATION RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE B 12/08/2017 95%CONSTRUCTION
A.B. ANCHOR BOLT E.N. EDGE NAIL MTG. MOUNTING T.O.P. TOP OF PLATE (PARAPET)
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. 11/19/2017 90%CONSTRUCTIONACCA ANTENNA CABLE COVER ASSEMBLY EQ. EQUAL N NEUTRAL TYP. TYPICAL �A_
V 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.LF. 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. ARCH ITECT(URAL) FIN. FINISHED) P POLE WD WIDE(WIDTH) ITEMS, VERIFY THE TYPES AND QUANTITIES.
AT. AMPERE TRIP FLR. FLOOR P/C PRECAST CONCRETE W/ WITH
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.
BD. BOARD F.O.C. FACE OF CONCRETE PLY. PLYWOOD W.P. WEATHERPROOF
BLDG. BUILDING E.O.M. FACE OF MASONRY PNLBD PANELBOARD WT. WEIGHT 17. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE SITE
BLK. BLOCK F.O.S. FACE OF STUD PRO
POWER PROTECTION CABINET XFER TRANSFER
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,P M'L dIN®E 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.
BTCW. BARE TINNED COPPER WIRE G GROUND PWR. POWER (CABINET)
STE. BASE TRANSMISSION SYSTEM GR GROWTH (CABINET) QTY. QUANTITY 19. CONTRACTOR IS TO EXCAVATE 6" BELOW EXISTING GRADE AND SPRAY WITH WEED
B.O.F. BOTTOM OF FOOTING GA. GAUGE RAD.(R) BADws 1. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK CONTROL. REPLACE WITH CLASS II AGGREGATE BASE AND CRUSHED WASHED
B/U BACK-UP CABINET GEN. GENERATOR RBS RADIO BASE STATION ACTIVITIES WITHIN THE PUBLIC RIGHT-OF WAY.
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 2. CONTRACTOR SHALL PROVIDE LANE CLOSURE PLANS PER WATCH
CANT. CANTILEVERED) 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 BIR AKER GND GROUND REINF. REINFORCEMENT(ING) TRANSPORTATION STANDARDS. CONSTRUCTION.
CDMA CODE-DIVISION MULTIPLE ACCESS 2G & 3G GPS GLOBAL POSITIONING SYSTEM REQ'D. REQUIRED IT ISREACTIING UNDER
RTHEDRECAW FOR ANY PERSON,UNLESS THEY
( ) 3. CONTRACTOR TO RETURN E STREET LIGHT AND LIGHT ARM TO THE CITY ARE PROFESSIONAL
UNDER THE DIRECTION HIS D 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
CM. CIRCUIT HDBC HARD DRAWN COPPER WIRE (RADIO TRANSCEIVER) CONTRACTOR SHALL BE REQUIRED TO PURCHASE AND DELIVER A ALL DIMENSIONS INCLUDING AS-BUILT DIMENSIONS OF EXISTING STRUCTURES OR
C
CLG. CEILING R HEADER RECEIVER AIR INTERFACE TRAY REPLACEMENT.CITY OF NEWPORT BEACH UTILITIES YARD:949 W.16TH STRUCTURAL ELEMENTS HAVING A BEARING ON THE SCOPE OF THE WORK TO BE
SAT
CMU CLEAR NOR, HANGER SAT SAFETY CONCRETE MASONRY UNIT (JAMB BLOCKS) UPS HIGH PRESSURE SODIUM SCH. 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. ISOLATED COPPER GROUND BUS SEC SECONDARY EXISTING IN THE FIELD, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SITE ID:H BN PI3 38A
CONN. CONNECTION(OR) IN.(") INCH(ES) SHT. SHEET ANY REASON. OBTAIN DESIGN RESOLUTION PRIOR TO PROCEEDING WITH THE PORTION(S) OF THE 1409[CS]DOLPHIN TERRACE
CONST. CONSTRUCTION INT. INTERIOR SIM. SIMILAR 4. WHERE REMOVED OR DAMAGED BY CONSTRUCTION,ALL CURB,GUTTER WORK AFFECTED. THE CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY
CONT. CONTINUOUS LB.(#) POUND(S) S.N. SOLID NEUTRAL AND SIDEWALK SHALL BE REPLACED IN ENTIRE SECTIONS BETWEEN FAILURE TO SO NOTIFY THE ENGINEER AND OBTAIN RESOLUTION BEFORE (SLC4653)
d PENNY (NAILS) L.B. LAG BOLTS SPEC. SPECIFICATION(S) EXPANSION JOINTS.NO SAW CUTTING AND PARTIAL PATCHING SHALL BE PROCEEDING.
DEL. DOUBLE L.F. LINEAR FEET (FOOT) SQ. SQUARE CORONA DEL MAR,CA,92660
DC DIRECT CURRENT LG. LENGTH S.S. STAINLESS STEEL PERMITTED.ALL CONSTRUCTION DETAILS FOR REPLACEMENT SECTIONS
DEM. DEMAND L LONG(ITUDINAQ STD. STANDARD SHALL BE PER CITY OF NEWPORT BEACH.
D FP DEPARTMENT LIPS LOW RESSUR SODIUM STL. STEEL 5. THE CONTRACTOR SHALL REPAIR,REPLACE OR RE-ROUTE ALL
DF. DOUGLAS FIR LTE LONG TERM EVOLUTION (4G MOBILE TECH.) STRUC. STRUCTURAL
DIA. DIAMETER MAS. MASONRY SURF SURFACE LANDSCAPE.IRRIGATION LINES AND FIXTURES IN KIND INCLUDING LINE
DIAG. DIAGONAL MAX. MAXIMUM SW SWITCH SIZE,HEAD TYPE,SPACING AND CONTROL WHERE DAMAGED BY SHEET TITLE
DIM. DIMENSION M.B. MACHINE BOLT TEL. TELEPHONE
DWG. DRAWING(S) MECH. MECHANICAL TEMP. TEMPORARY CONSTRUCTION TO THE SATISFACTION OF THE CITY OF NEWPORT BEACH.
OWL. DOWEL(S) MFR. MANUFACTURER THK. THICK(NESS) 6. THE CONTRACTOR SHALL REPLACE ALL EXISTING GROUNDCOVER, GENERAL MOTES
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 WHERE DAMAGED BY NEW CONSTRUCTION TO THE SATISFACTION OF THE
ELEV. ELEVATOR T.O.C. TOP OF CURB
CITY OF NEWPORT BEACH.
7. ANY LANE CLOSURES SHALL STRICTLY ABIDE THE CALIFORNIA MUTCD FOR SHEET NUMBER
TRAFFIC CONTROL.
GN-1
ABBREVIATIONS 121 CITY OF NEWPORT BEACH NOTES 13 1 GENERAL NOTES 4
NOTE:
1. IF DIMENSIONS SHOWN ON PLAN DO NOT SCALE CORRECTLY,CHECK FOR REDUCTION
OR ENLARGEMENT FROM ORIGINAL PLANS. p 68 L-V LL p LL 3:
2. UTILITY DESIGN&RUNS ARE PRELIMINARY.PENDING FINAL DESIGN FROM UTILITY I 0
PROVIDERS. - ����
3. CONTRACTORS TO VERIFY SUB STRUCTURE LOCATIONS PRIOR TO ANY EXCAVATION. 70'-0"
4. ALL CONDUCTORS/WIRES&CONDUIT,SHALL BE INSTALLED IN A NEAT&TIDY FASHION. I „
ALL EXCESS WIRE SLACK IS TO BE REMOVED&HIDDEN AS MUCH AS POSSIBLE. 15'-0" 20'-0" 20'-0" 15'-0" ! " a
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.
I � I
i I i ERICSSON
330 COMMERCE,STE.200
I (E)LANDSCAPE IRVINE,CA 92602
Qy , (E)CITY OF NEWPORT BEACH CONCRETE
Q m ; STREETLIGHT(4653)TO BE REMOVED&
REPLACED W/(N)CITY OF NEWPORT BEACH
/ CONCRETE STREETLIGHT W/(E)EQUIPMENT
BUILDING I (n AT SAME LOCATION(BY AT&T)
(NP') I ; m ; OPEN LAND M SQUAR •�
m OPEN LAND A2 WIRELESS,
I ; < 1 NCL CALLE AVANZADQ
Q SAN CLEMENTE CA 92873(949)391$824
(E)SIDEWALK(TYP.) I , O , m
' 1
(E)DRIVEWAY(TYP.) �
I '�_ I* • I (N)FIBER HANDHOLE TO BE PLACED
(E)TREE(TYP.) I I I BELOW GRADE(BY OTHERS) D-1
I DRAWN BY: EG
- NEW AT&T PROJECT LOCATION.D I (N)U/G FIBER RUN FROM(N)FIBER HANDHOLE TO
SEE ENLARGED SITE PLAN
(N)CONCRETE STREETLIGHT(BY AT&T);SEE NOTE 6 CHECKED BY: MM
I I
(N)WTR HANDHOLE TO BE PLACED
BELOW GRADE(BY AT&T) p_7
(N)U/G POWER RUN FROM(N)WTR HANDHOLE
I — i TO(N)CONCRETE STREETLIGHT(BY AT&T)
E ti
A3 I/ l CITY NEWPORT BEACH CONCRETE
STREETLIGHT
I STREETLIGIG HT(4653)TO BE REMOVED&
REPLACED W/(N)CITY OF NEWPORT BEACH
CONCRETE STREETLIGHT W/(E)EQUIPMENT D 03/14/2019 REVISION
NI AT SAME LOCATION(BY AT&T) C 12/15/2017 100%CONSTRUCTION
aa m 3'-0" 12'-0"
* B 12/08/2017 95%CONSTRUCTION
°i (E)STREETLIGHT(TYP.) A 11/19/2017 90%CONSTRUCTION
O 1 I I
REV DATE DESCRIPTION
\ 23'-0" m 1 j
SED±46'U/G POWER RUN;
TRENCOHED OR BORED FROM(E)
UTILITY POLE TO(N)WTR HANDHOLE,
I SEE NOTE 7(BY AT&T)
I m
PARKING
LOT (E)U/G SCE VAULT AND
' I PROPOSED POWER P.O.C.,
SEE NOTE 7
I I I
� I I
I I I O I
`\ I
PARKING
LOT � I I I
I I
I ( IT IAR VIOLATION
E ACTING UNDER THE DIRECTION OF ALCENSED
\ (E)TREE(TYP.) PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
SITE ID:HBNPI3 38A
9 CIF I 1409[CS]DOLPHIN TERRACE
I I N i (SLC4653)
CORONA DEL MAR,CA,92660
) � I
' � I
Ih SHEET TITLE
I )
SITE PLAN
I
i
C/F pp N � LL 3 N
`\•ROH, SHEET NUMBER
s� 4 X A 1
SITE PLAN "x36" SCALE: '" = '— ENLARGED SITE PLAN 5' 1'
1 24"x36" SCA 11 20 LE: 1/8" = —°" 4' S' 6' A
"x17" SCALE: 1" = 20'-0" � 11"x17" SCALE: 1/16"= 1'—°" 2
NOTE:
1. ALL NEW EQUIPMENT SHALL BE PAINTED
TO MATCH(N)CONCRETE LIGHT POLE
2. RE-USE(E)LED LUMINAIRE.IF NOT LED,
REPLACE WITH(N)LED LUMINAIRE
APPROVED BY THE CITY. � at&t
ERICSSON
330 COMMERCE,STE.200
IRVINE,CA 92602
T/OF AT ANTENNA (N)ANTENNA MOUNTED ON(N) M S QU A R�•J
27'-5"A.G.L. EQUIPMENT SHROUD 0.1 `�
C WIRELESS
2LO )
6-5FA.GL. (N)EQUIPMENT SHROUD W/(2)(N)AT&T 1987 CALLE AVANZADO
2203 RADIO,(1)(N)2205 RADIOS(1) 2-5
el OF N ANTENNA FUTURE 2205 RADIO&(1)(N)RAYCAP D-1 SAN CLEMENTE CA 92873(949)391-8824
25'-5"A.G.L. DISCONNECT SWITCH WITHIN SHROUD
T/OF N EQUIPMENT SHROUD
25'-5"A.G.L.
T/OF N LUMINAIRE
22'-9"A.G.L.
}�T/OF(E)LUMINAIRE B/OF N EQUIPMENT SHROUD
22'-0"A.G.L. 22'-0"A.G.L. DRAWN BY: EG
T/OF N POLE
22'-0"A.G.L. CHECKED BY: MM
T/OF E PO
20'-0"A.G.L.LE 2 (N)EMERGENCY RE USE(E)LED LUMINAIRE,
p_2 CONTACT SIGN SEE NOTE 2
(N)ANTENNA SIGN
D-2
D 03/14/2019 REVISION
C 12/15/2017 100%CONSTRUCTION
B 12/08/2017 1 95%CONSTRUCTION
A 11/19/2017 1 90%CONSTRUCTION
REV I DATE DESCRIPTION
(N)NEWPORT BEACH CONCRETE
STREETLIGHT(ID TBD)(BY AT&T) S-1
(E)CORONA DEL MAR CONCRETE STREETLIGHT SEE SHEET S-1 FOR POLE
(4653)TO BE REMOVED&REPLACED(BY AT&T) DIAMETER
7-9 (N)WTR HANDHOLE
D-1 (BEYOND)
(BY AT&T)
E POLE FOUNDATION TO 8E IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
REMOVED&REPLACED AT&T) 7 (N)FIBER BOX ARE ACTING UNDER THE DIRECTION OF A LICENSED
0.1 (BY OTHERS) PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
(N)POLE FOUNDATION(BY AT&T)
OD LEVEL EGD LEVEL
SITE ID:HBNPB 38A
1409[CSI DOLPHIN TERRACE
a (SLC4653)
CORONA DEL MAR,CA,92660
(N)U/G FIBER RUN FROM(N)FIBER
HANDHOLE TO(N)CONCRETE
STREETLIGHT(BY AT&T);SEE NOTE 6
SHEET TITLE
(N)U/G POWER RUN FROM(N)
WTR HANDHOLE TO(N)CONCRETE
STREETLIGHT(BY AT&T) ELEVATIONS
SHEET NUMBER
A-2
EXISTING NORTHWEST ELEVATION 4"x17" SCALE: 3/86"-='1'00" ® Z NEW NORTHWEST ELEVATION 24"x36" S°A`E: 3/8" _ ''-°" Z 4 i
11"x17" SCALE: 3/16" = 1'-O" ® 1
NOTE:
1. ALL NEW EQUIPMENT SHALL BE PAINTED
TO MATCH(N)CONCRETE LIGHT POLE
2. RE-USE(E)LED LUMINAIRE.IF NOT LED,
REPLACE WITH(N)LED LUMINAIRE
APPROVED BY THE CITY. at&t
L
ERICSSON
330 COMMERCE,STE.200
IRVINE,CA 92602
�T/OF(N)ANTENNA (N)ANTENNA MOUNTED ON(N) M SQUAR6•J
27' A.G.L. EQUIPMENTSHROUD 1
C/L OF N ANTENNA 0.1 WIRELESS
26'-5"A.d 1387 CALLE AVANZADO
B/OF N ANTENNA SAN CLEMENTE CA 92673(949)391-6824
25'-5"A.G.L.
T/OF N EQUIPMENT SHROUD_----
HROUD (N)EQUIPMENT SHROUD W/(2)(N)AT&T
2/4- A.G.L. 2203 RADIO,(1)(N)2205 RADIOS(1) 2S
FUTURE 2205 RADIO&(1)(N)RAYCAP D-1
T/OF N LUMINAIRE DISCONNECT SWITCH WITHIN SHROUD
22'-9"A.G.L.
}�T/OF(E)LUMINAIRE B/OF N EQUIPMENT SHROUD
22'-0"A.G.L. 22'-0"A.G.L. DRAWN BY: EG
T/OF N POLE
T/OF(E)POLE 22'-0"A.G.L. CHECKED BY: MM
20'-0"A.G.L. �2 (N)EMERGENCY RE-USE(E)LED LUMINAIRE,
p_2 CONTACT SIGN SEE NOTE 2
(N)ANTENNA SIGN
D-2
D 03/14/2019 REVISION
C 12/15/2017 100%CONSTRUCTION
B 12/08/2017 95%CONSTRUCTION
A 11/19/2017 90%CONSTRUCTION
REV DATE DESCRIPTION
SEE SHEET S-1 FOR POLE
DIAMETER
(E)CORONA DEL MAR CONCRETE STREETLIGHT
(4653)TO BE REMOVED&REPLACED(BY AT&T) (N)NEWPORT BEACH CONCRETE
STREETLIGHT(ID TBD)(BY AT&T) S-1
7 9 (N)WTR HANDHOLE(BY AT&T)
p_7 (N)POLE FOUNDATION(BY AT&T)
(E)POLE FOUNDATION TO BE IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
REMOVED&REPLACED(BY AT&T) 7 (N)FIBER BOX(BY OTHERS) ARE ACTING UNDER THE DIRECTION OF A LICENSED
0.1 PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
�(E)GROUND LEVEL E GROUND LEVEL zz
0'-0"A.G.L. V-0"A.G.L.
SITE ID:HBNPB 38A
1409[CSI DOLPHIN TERRACE
(SLC4653)
CORONA DEL MAR,CA,92660
T- -T---T---T -�,n
(N)U/G FIBER RUN FROM(N)FIBER
HANDHOLE TO(N)CONCRETE SHEET TITLE
STREETLIGHT(BY AT&T);SEE NOTE 6
(N)U/G POWER RUN FROM(N)
ELEVATIONS
WTR HANDHOLE TO(N)CONCRETE
STREETLIGHT(BY AT&T)
-� SHEET NUMBER
A-3
EXISTING SOUTHWEST ELEVATION 4"x17" SCALE: 3/86"-=11'00" ® Z NEW SOUTHWEST ELEVATION 24"x36" SCALE: 3/8" = 1'-0" J 4'
11"x17" SCALE: 3/16" = V-0"
at&t
r fI "} .:r',i i•�TL .,s r yAll,
77 _
40
3-41 - t ERICSSON
ti r,. h.�!' `_ _ „r , •"4r ti } '_ 330 COMMERCE,STE.200
++ • '+in _ t IRVINE,CA92602
ty,
M SQUAR(•j
•.- ti rf ► •-+ WIRELESS
V, 1987 CALLE AVANZADO
•1 SAN CLEMENTE CA 92673(949)391-6824
7 - '
1 -
•'� N DRAWN BY: EG
/r CHECKED BY: MM
r
r
D 03/14/2019 REVISION
r C 12/15/2017 100%CONSTRUCTION
y I B 12/08/2017 95%CONSTRUCTION
i 1
_ I
A 11/19/2017 90%CONSTRUCTION
REV I DATE DESCRIPTION
r
(E) STREETUGHTTOB f
REPLACED
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.
X
SITE ID:H13NPI3 38A
1409[CSI DOLPHIN TERRACE
(SLC4653)
CORONA DEL MAR,CA,92660
SHEET TITLE
SITE IMAGE
SHEET NUMBER
A-4
NEW SITE LOCATION LOOKING NORTHEAST 11x17" SCALE: NTS 1
"x " SCALE: NTS
COVER FEATURES:
•STANDARD LOAD RATING:20,800 LBS.WHEEL LOAD ERICSSON MICRO RADIO 2N5 GALTRONICS G02410416621 PSEUDO OMNI CANISTER ANTENNA
ON 10"x20"PLATE MECHANICAL SPECIFICATIONS MECHANICAL SPECIFICATIONS
DIMENSIONS(VWD.HI: 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,) (643 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 /I
•NON-SKID SURFACE STANDARD LIFT PINS(2 PL) INTERFACE SPECIFICATIONS _
ANTENNA PORTS: 2x4.}10(F) CONNECTOR TYPE S 4%4.}10 DIN FEMALE
•20K TO BE EMBOSSED = COVER Y ___ �' 7.87 7.87 4.64" CPRI: 2x 2.515110 Gbps(EXCHANGEABLE SEP 6 FREQUENCY BAND[MHz]: (1695-2360)MHz
•APPROXIMATE WEIGHT=120 LBS. t MODULES) O . 0� (S55 10DIN FEMALE
OPTICAL INDICATORS: 6 O 10 4X4.-100)MHz
___ EXTERNAL ALARM: 2 2 X 4.3-10 DIN FEMALE
BOLT DOWNS(2 PL) ----_= a FIELD GROUND: 1 O . (5150d 50)MHz
ELECTRICAL SPECIFICATIONS: - MAX WIND SPEED: 150 mpb
2"x8"NAMEPLATE 1. . - O RADOMEMANERIAL ASA
COVER FEATURES: -- POWERSUPPLV: <8VCDOR100-260VAD
• POLYMER CONCRETE CONSTRUCTION RECESS(1PL) POWER OUTPUT: 97 WATT8 MAX * �. .o SHIPPING DIMS(UMD): 30'X19-X19'(]624&x 83Hm
MAX HEATDISSSERA I SO NON-SKID m O GROSS SHIPPING WEIGHT: 26 lb.(12kg) Ole
• LIGHTWEIGHT (STANDARD) O MINIMUMAC FUSE RATING: 6AMP 0
• STACKA. EIGHT PART NO.GG2410 21-11(GRAY) woo
• APPROX.WEIGHT 188 LBS. z,z FRONT BACK SIDE 6 7 PART NO.G02410-06621-B11(BROWN)) ERICSSON
}•
7.87" BOTTOM
330 COMMERCE,STE.200
IRVINE,CA 92602
3/8"x3"HEX BOLT
(2 PL EA END)
TOP 10.0"
FRONT
x 9x
(OR APPROVED EQUAL) `•dam/ �i M SQUAREERi
WIRELESS
HANDHOLE 24"x17" SCALE: NTS 7 ERICSSON - RADIO 2205 24"%17" SCALE NTS 4 GALTRONICS OMNI ANTENNA 24"x36" SCALE: NTS ,9B7 CALLE AVANZADO
11"x 17" SCALE: NTS 1 1" 17" SCALE: NTS 1 1"x 17" SCALE: NTS 8AN CLEMENTE CA 92873(949)391-8824
ELECTROMATE RAYCAP RSCACS53&P-120.0
ERICSSON-MICRO RADIO 2203
-
HINGED 3R ENCLOSURE MECHANICALSPECIFICATIONS
ELECTRICAL MECHANICAL DIMENSIONS(WxDxH): 7.87'x3.94"x].8]°,INCLUDING MOUNTING
DIMENSIONS: CONNECTION TERMINAL COMPRESSION LUG N-#14 AWG(13-2MMI BRACKETANDESTHETICFRONTCOVER
SURGEPROTECTIONDEVICE(SPD)TYPE TO UL STRIKEBORB 30-A TERMINAL BLOCK p10- AWG IS-0A4MM2) VOLUME AND WEIGHT: 4 LITRES AND�4.5 kg I9921bs)
A i Z" NUMBE PROTE OF CIRCUITS PROTECTED ENVIRONMENTAL INGRESS MOUNTING: WALL AND POLE MOUNT
SURGEPROTEOTIVE MPONEVICESEMBL VPE PER ILL 14494TH EDITION: PROTECTION IIP)RATING: NEMABX
B 1Z" TYPE2CCTION COMPONENT ASSEMBLYOPERATIONTEMPERATURE: (°C)-40°CTO aWC DRAWN BY: EG
SURGE PROTECTION DEVICE(SPD)CLASS TO IEC 61fid311:CLASS INTERFACE SPECIFICATIONS:
STORAGE TEMPERATURE: (°C)-]0°CTO a80°C
Q 6" NOMINAL OPERATING VOLTAGE IUM:120V ENCLOSURETYPE _ 7.67" 7.B7" 3.94" ANTENNA PORTS: 2x4.3-10(F)
NOMINAL DISCHARGE CURRENT IIM PER ILL 14494TH EDITION:20 KA 8120 MS fRATEDCPRI: 2 x 2.SI5I10 Gbpa(EXCHANGEABLE SFP
MAX IM UM DISCHARGE CURRENT[IMAXI PER IEC 6164}1160 KA SWIMS ENCLOSURE(OUTDRDIMEN ION�NA��(L 9W H&N-X SAS'X f0.W' MODULES) CHECKED BY: MM
MA%IMUM CONTINUOUS OPERATING VOLTAGE[UCI ICOV)150V [217"128.256 MM] OPTICAL INDICATORS: 6
VOLTAGE PROTECTION LEVEL[UP]PER IEC 6164}11:700V 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
ELECTRICALSPECIFICATIOIS
e,eas,,.m,z,ie�cez,,.zmz i�euzx,.mm irteuz"s. POWER SUPPLY: 48 VCD OR 100-250 VAC
r ! r
3 POWER OUTPUT: 97 WATTS MPX
1 D.28" O QO MINIMUM AC FUSE RATING 6AMPTTS
8.59"
FRONT BACK SIDE D 03/14/2019 REVISION
Q C 12/15/2017 100%CONSTRUCTION
7,87" B 12/08/2017 95%CONSTRUCTION
A 11111912017 1 90%CONSTRUCTION
6
°J REV DATE DESCRIPTION
� a
O o
N
® NPT 1"GLAND CAN BE REPLACED BY TOP
CONDUIT FITTING
E C
FRONT SIDE BOTTOM M40 GLANDS CAN BE REPLACED BY 1
1/4"NPT CONDUIT FITTINGS
6.25"
SCE UN-METERED FUSED PANEL 111 x17" SCALE: NTS 8 RAYCAP DISCONNECT 11 x17 SALE NTS 5 ERICSSON - RADIO 2203 24"x36" SCALE: NTS
11"x17" SCALE: NTS 2
SQUARE-D AVAILABLE FROM EXCEL SIGN AND DECAL: COMMSCOPE SCC-7W236966
HINGED 3R ENCLOSURE MECHANICAL SPECIFICATIONS
H D221NRB http://www.weneedsigns.com/home.php?cal+l 135 AND CLICK ON AT&T DIMENSIONS(WXDXH): 41.3 012-
DI M ENSIONS: 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 38A
NOTICEI 1409[CSI DOLPHIN TERRACE
C<<�,>> (SLC4AR,
J public
energy emitted by this device may exceed the FCC's general CORONA DEL MAR,CA,92660
I public exposure limits.Stay at least 1 foot away from the device. I
a O Cali 800-638-2822 for help if you need access within>foot
I -- - - SHEET TITLE
DETAILS
Place 3 NOTICE sticker at the bottom of the front of
012"
the radome of each antenna. (2)ERIC SON 2203
' ' MOUNTING BOTH SIDES SHEET NUMBER
FRONT BOTTOM L RAYCAP POSITION AC
LOADCENTER OVP(OPTIONAL) D 1
AT&T MOBILITY FUSED DISCONNECT 124'x36" SCALE: NTS 1 X17" SCALE: NTS 9 OMNI ANTENNA DISCLAIMER LABEL 24"X36" SCALE: NTS 6 EQUIPMENT SHROUD 24"X36" SCALE: NTS 3
11"x17" SCALE: NTS 11"x17" SCALE: NTS
(4) 1"0 X 36" ANCHOR RODS
WITH 90' HOOK & 4" PROD. POLE PER PLAN
AI NOTES- (MIN. 55 KSI)
NEW COADUITS AND UNDERGROUND FAC T. ANY SIDEWALK REMOVALS MUST BE REPLACED IN FULL PANE7.5. IN ADOIRON,TIES IN THE ROADWAY SHALL BE INSTALLED ADJACENT HANDHOLE at&®
OR CLOSEST AS POSSIBLE TO THE EXISTING EDGE OF GUTTER OR CURB. IF THE PROPOSED ANY EATS WIG CITY 1MPR0WMENTSIYICYITIES DAMAGED DURING THE �
CONDUIT IRENCH IS IN A TRAFf7C LANE ADJACENT TO THE EATSTING EDGE OF GUTTER OF CURB, CCWSTRUCTICIM SHALL BE REPLAIMIPERAIRED AT INE APPLICANI•S EXPENSE. CONCRETE APRON PVC CONDUIT STUBBED UP
COLD PLANNG AND PAVEMENT RESURFACING WLL BE REQUIRED FROM TTIE NEAREST LANE LINE ADJACENT TO HAND HOLE,
OF THE PROPOSED TRENCH TO 7f,EE EXISTING EDGE OF GUTTER OR CURB" IF THE TRENCH WORK 2. SIDEWALK SHALL BE RESTORED WITHIN ONE WEEK OF INSTALLATION OF FINISHED GRADE NUMBER AND SIZE AS REQUIRED
IS IN A TRAFFIC LANE BETKEEN IRAFRC LANES THE CONTRACTOR WLL BE REQUIRED TO COLD FACV TIES NO GAP — SEAL WITH
PLANE AND RESURFACE THE ENTIRE TRAFFIC LANE. THE TRENCH OPENING SHALL BE A NON—SHRINK LEVELING GROUT
WNIWUAf OF 2'FRO1 THE ENTIRE TRAFFIC LANE. IN ADO1770N, IF THE TRENCH NCTRK EXTENDS
INTO ANY PORT)ON OF AN ADJACENT M4MC LANE OR IS DAMAGED AS A RESLR T OF THE —
COVTRACrOR5 WOW OR IS LESS THAN 5'FROW AN EXISTING UTILITY TRENCH, THE CONTRACTOR
MILL BE REQUIRED TO COLD PLANE AND RESURFACE THE ENTIRE TRAFFIC LANE �� -
COED PLANE EXISTING PAYEAIENT(2'MIN. DEPTH) oAND RESURFACE JOIN FLUSY MIN EX. STREET ERIC5SON
PAYEAIENT FOR ENTIRE LANE AND RESTRIPE -
TRAF17C LANE51VARKWG5 OF ENTIRE LANE
IN 111RICH TRENCHING OCCURS AND ANY CIRCUIT CONDUCTORS & 330 COMMERCE,STE.200
OTHER LANE DAMAGED AND TRAFFIC LOOPI w CONDUIT To NEXT POLE, TYP., IRVINE,CA 92602
DURING CON57RUC770M � REPLACE IT SEE NOTE 4
H STD-T8U-
FULL LANE MOTH w #3 HORIZ. TIES AT 12" O.C.
(PARKING LANE OR DRIVE)
24'MIN WDTH TRENCH 4 yARIAII j•��7 11
MIN 3,000 CONCRETE PSI TYPE
~ TrHRU A.C. SECROW I I I EX CURB GUTTER
' M SQU]AWRER�•J- - _-_
w 2 JDIN F7.U5I'I L_� _ 12 - #5 BARS VERT. (60 KSI) SAN CLEMENTE CA 92673(949)301-684
Ex. CURB GU TIER x $ EX. PA VEMENr I f C
PIPE 1BEDDWG AND I
BAWkt PER SID 1O6-t. T
N
OR AS DETER►IINED BY THE I I (4) 1"0 X 36" ANCHOR RODS W/
_ FIFLO ENGWEFR ,',ffr 1� 90- HOOK (MIN 55 KSI) DRAWN BY: EG
I-112'MIN, REPLACE KITH I' ry 1l'. #3 HORIZ. TIES @ 12" O.C.
THICKER AC. THAN :•11 - POLE BASE PLATE LOCATION CHECKED BY: MM
"a z EX A.C. SECTICYH \ II
PIPE BEDDING AND (COMPACTION 95X MIN.J — 2 - #5 BARS VERT. (60 KSI)
BACKF7LL PER STD.-106—L �y
OR AS DETf WM O BY THE 1-112'MIN. MIN 3,000 PSI TYPE II CONCRETE
44;
FIELD ENGoNEfR z s
VARIABLE
D 03/14/2019 REVISION
EX OTY OF NEWPORT CONCRETE NOTES: C 12/15/2017 100%CONSTRUCTION
BEACH UTILITIES 1. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO CHAPTER 19 B 12/08/2017 95%CONSTRUCTION
(E:I. 5ENERII11A7ER} OF THE CBC AND TO ALL REQUIREMENTS OF THE CURRENT EDITION OF ACI 318,
"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE". A 11/19/2017 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
NOTE.• STREETS/ALLEYS RECENTLY(LAST 5 YEARS)SLURRIED/RESURFACED/8U1L T SHALL 2.C. MAXIMUM WATER/CEMENT RATIO (W/CM) SHALL BE 0.50
REQUIRE EXTENSIVE PAVEMENT RES70RAAON TO BE D4E7ER1 MED BY THE FIELD ENGINEER 3. ALL REINFORCING STEEL SHALL BE SECURED IN POSITION AND INSPECTED BY THE
RENSED 612002 BUILDING OFFICIAL PRIOR TO PLACING CONCRETE.
4. FOR FIBER CONDUIT, STUB OUT FROM FOUNDATION AWAY FROM STREET SIDE FOR
FUTURE FIBER HANDHOLE INSTALLATION.
5. ALL INTERNAL COMPONENTS, ANCHOR BOLTS, REBAR, PLATES ARE TO BE EPDXY
CITY OF NEWPORT BEACH DRAWING STD-105-L-C CITY OF NEWPORT BEACH DRAWING STD-105-L-D COATED OR GALVANIZED
ROADWAY TRENCH DETAIL 11%17„ SCALE: NTS 4 PARKWAY TRENCH DETAIL 11 x36 SCALE: NTS 3 NEW FOUNDATION 11%17" SCALE: NTS )
11"x17" SCALE: NTS
5'
• 5"
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
III Phone:(877)231-5447 SITE ID:HBNPB 38A
Stay Back Please Reference Site ID 1409[CS]DOLPHIN TERRACE
Radio-frequency energy site ID cRAN_RLos_NRHPe_oaa (SLC4653)
may exceed exposure limits. FCC ID 0 CORONA DEL MAR,CA,92660
If questions,contact facility owner.
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 24"x36 SCALE: NTS 5 POLE MOUNTED SIGNS 24"x36" SCALE: NTS
11"x17" SCALE: NTS 11"x17" SCALE: NTS L
FOR REFERENCE ONLY
Ut
REV. DATE DESCRIPTION DRN. APPR.
B 03/2019 WAS 6FT ARM T.L, ERICSSON
""ARMIANTENNA C 05/2019 UPDATED PER MARKUPS N.B. 330 COMMERCE,STE.200
CONNECTION IS 1$Q IRVINE,CA 92602
BY OTHERS"' 90, +, _ 214 "F"LEVEL CONFIG CODES "P"LEVEL CON FIG CODES
VARE EXIT OPTION CLASS ENTRY INFO. OPTION CLASS ENTRY INFO.
COATING I MIX $1
Q I 3
HANDHOLE, (NOD T.R.D. POLE TOP] HH COVER 4333BG FINISH
AMERDN POLE I.O. TAG `•,
(4) 1/2'-T3UNC x 1-3/4" LG. DOOR SCRS STD COLLAR NONE M UAR
ANTENNA (ANTENNA do POLE ORIENTATION I COUPLINGS WITH 12" LG. WIRELESS
CONNECTION ARE BY ANCHORS O 90'APART ON A MISC. MOD MODFE NOTE 8 BASEPLATE 5,3399E
OTHERS) 5-3/4' DIA. BOLT CIRCLE POLE TOP CON. T,g,p, 1 3 6 T C A L L E A V A N Z A D O
(MODEM:) BLOCK DOWN SAN CLEMENTE CA 92673(949)391-6824
POLE TOP TO LENGTH POLE TOP DETAIL SPL. POLE LG. MOpRM
7" (ACROSS FIATS)
POLE TOP WITH 2-1/2' t STRUC. MOD M00DCIM5 NOTE 9
1/4" I.D. RACEWAY MISC. MOD M0027
1/2' CLEAR COVER (TYP.)
DECORATIVE BASE EASE PLATE OCTAGONAL POLE
~' POLE DRAWN BY: EG
2' t 1' (8) 9 mm PRESTRESSING POLE HEIGHT OVERALL BOLT BASEULTIMATE POLE
3G" t1" STEEL WIRES AMA-421 DESIG- ABOVE POLE CIRCLE O.D. G.L.G MOMENT WEIGHT CHECKED BY: MM
1$ NATION GRADE LENGTH (ft. Ibs.) (Ibs-)
1 1-5/8' WALL (TM.)
HANDHOLE FRAME �pp7lpp,.ypL
W2-3/B` O.D. 22'-0" 22'-3" 23" 20" 43,604 1,460
VAR
STEEL PIPE (TYP.) #0 GA. :6' GA. SPIRAL STEEL
BARE COPPER WARE AT 3" PITCH [ 1 POLES REQUIRED[PIN:T.B.D.L EACH YYTT11:
GROUNDWARE ASTM A-1064 (1)SINGLE @ GAILY.STEEL CLAMP AM(PAN,T.&D.)
TAPERED TO 270' SPIRAL CAGE WARE ` #11 GA. LONGITUDINAL (41 OPTIC NAL I"X 3r X 4*OR 55ANCHOR DOLTS fPM:�E)
iNRE EXIT 0 270- STEEL VARE WELDED TO
POLE (AT FRAME LOCATION] i SPIRAL WIRE ASTM A-1064 NOTES:
POLE do GROUND WIRE ARE 1. YI%(8131}:BLACN&WHITE,E%POSED AGGREGATE FINISH WITH ANIERSHIELO ANTI{9RAF FIT I COATING. D 03/14/2019 REVISION
22'-3" HEIGHT TO BE CONNECTED (MCODCIMS;MODMS)
OVERALL ABOVE & SECURED PRIOR TO ADDITIONAL(8) 9MM N.T.W. 2 ASTM C-160 TYPE III GRAY CEMENT. C 12/15/2017 100%CONSTRUCTION
POLE GRADE CASTING CONCRETE MUST BE BUTTONED AT 3- Vc Q 28 DAYS=7,000 PSI,USING SPUN CYLINDER TEST. B 12/08/2017 95%CONSTRUCTION
LENGTH BOTTOM END & TIED TO THE 4- Vc @ 28 DAYS=5,000 PSI,USING ASTM C-31 CYLINDER TEST.
TENSION WIRES AT THE TOP 5. POLES MA N U FACT U R ED PER ASTMS C-1089-13 SP ECIFICATI DNS. A 11/19/2017 90%CONSTRUCTION
—SPECIAL MODMS— OF THE TENSION RING 6. PROTECTIVE COAT EXPOSED P.C.WIRES AT POLE ENDS. REv DATE DESCRIPTION
(SEE NOTE FOR MOD T. MODFE:POLE BOTTOM PREPARATION FOR FREEZING OR CORROSIVE COASTAL ENVIRONMENTS;SEE
DOCUMENTATION
SPUNCAST. POLE SECTION DETAIL S. IAODDCL CORROSION INHIBITOR WX MODIFICATION.
PRESTRESSED 9. THE POLE DEPICTED ON THIS DRAWJING IS DESIGNED TO WITHSTAND THE LOADS IMPARTED BY A SINGLE
CONCRETE POLE 10-T/1B"OCT, CLAMP ARM ASSEMBLY(NOT TO EXCEED8'LENGTH,3.0Sa FT EPA,0LBS)WITH THE ARM HOLDING A
HANDHOLE OPENING -1/4" per, CCBRA-HEAD LU MIN AIRE(NOT TO EXCEED 2.0 SO.FT.EPA,50 LBS.)&A SINGLE TOP MOUNT ANTENNA
7-1/4" X 7-7/9' MATH GALV. STEEL I SHROUD(NOT TO EXCEED 24"OD,72"TALL,9.0 SO.FT.EPA,200 L IS-);AS DESIGNED PER THE2013
COVER 0 0' � AASHTO LTS-S(CRITERIA FOR STREETLIGHT POLWI 2016CALIFORNRA BUILDING CODE&ASCE7.10110
COVER TO BE ATTACHED PRIOR TO MPH(3-S GUST)WIND ZONE. MAXIMUM SEISMIC CRITERIA Ss--2 02%S1=0352 PLEASE CONTACT&
AMERON I.D. TAG 0 9 SHIPMENT WITH STANDARD (STD) I AOVISE MANUFACTURER IF THE INTENDED LOADING EXCEEDS THESE YALUES.
DOOR SCREWS
is 36"
ACCESS HOLE B' DIA. X I .
13-1/2" DIA. % 18-1/2" LG I -
I APPROVED BY DATE
(5'-2") "SPECIAL ANCHOR BOLTS** GRADE
(4) 1"x 36" x 4" GALV. ANCHOR
BOLTS PATH HEX NUTS do WASHERS - 'ASTIR F1554 GRADE 55 �3. M SQUARED -- SANTA MONICA, CA
."
GRADE (P/N: 42026E OR EQUIVALENT BY IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
OTHERS) FOUNDATION DESIGN IS BY ti">,;r1,? 'y CBO5X09.5SPL POLE W/8' SINGLE ARM ASSEMBLY &
OTHERS. SPECIFIC FOUNDATION PROFESSIONAL
ACTING UNDER THE DIRECTION OFALICENSED
I,y Tr .•� ARE
ENGINEER,TO ALTER THIS DOCUMENT.
3" DESIGNS MAY REQUIRE
BOLT REQUIREMENTS BASE I ETAIL PROVISIONS FOR ANTENNA & SHROUD
2-1/2' LG. SLOTS SITE ID:HBNPB 38A
EQUALLY SPACED ON A THIS DOCUMENT CONTAINS NFORMATION WHICH IS PROPRIETARY 70 NATIONAL O JOELL VARCO.IT SHALL NOT BE
21' SO. X 1-1/4" 22-1/2' TO 25" DIA. RFPRODUCED,USED OR DISCLOSED TO ANYDNE WTHWT THE PRIOR WRITTEN PERMISSICN OF NATIONAL OILMELL VAR= 1409[CS]DOLPHIN TERRACE
STEEL PLATE _+_ I BOLT CIRCLE DRAWN: A.F. DATE: 10f 05/2018 (SLC4653)
ASTM A35 - CORONA DEL MAR,CA,92660
CONDUIT E Amek
�h��� SCALE: DWG. NO. REV
CONDUIT ENTRY ll� T n {�
caaww TOANYCODENOTEXP11"nYLWTEDOffT DR41N U0NOTGUA.rEW BASEPLATE DETAIL N. I .S. 1 81 V—035 L
PLEA BE CONTACT A"TFGMAL&LIVELL VA ROD YOU NAPE BPECVAG COaE RER'TIREYEMM 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 0 _
e
ACaR NEW ANTENNA D1 (1) NEW 2205 RADIO at&t
D-1 AC SOURCE & (1) FUTURE RADIO
•
• 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.
+ + + 4 (1) NEW 2205 RADIO & A.
D-1 (1) FUTURE RADIO -
D1 (2) NEW 2203 RADIO -
NEW #18 AWG ERICSSON
THHN/THWN STRANDED 330 COMMERCE,STE.200
DOUBLE DOUBLE IRVINE,CA 92602
MOUNTING MOUNTING THWN GREEN-,,
THHN
BRACKET RRH-1 RRH-3 BRACKET NEW # /
2203 B2 OR B66A 2205 B46 STRANDED GROUND FROM
OPR/QC o QC EQUIPMENT TO GROUND BUS
PSU PSU
NEW GROUND D1 NEW RAYCAP DISCONNECT WITH M SQUAR�•J
EPEE � BUS BAR
RRH-2 INTEGRATED SURGE PROTECTION t
WIRELESS
B2 OR B66A
OPR/QC NEW DISCONNECT cm O 1387 CALLE AVANZADO
WITH INTERGRATED P SAN CLEMENTE CA 92873(949)3918824
°-1 SURGE PROTECTION
FIBER
AC CABLE AC CABLE
9 NEW AT&T
D-1 DISCONNECT
Ac cABLE 9 NEW AT&T
D1 DRAWN BY: EG
DISCONNECT
FIBER CHECKED BY: MIA
B NEW SCE
D1 UN—METERED
FUSED PANEL
AC CUT-OFF SWITCH 6 NEW SCE
FIBER NEW #6 THHN/THWN D-1 UN—METERED
DEMARCATION GREEN COPPERINNDED 1 FUSED PANEL
BOX/SPLICER Ac souRCE COATED MAIN GROUND
CONDUCTOR/RISER ,J ; D 03/14/2019 REVISION
C 12/15/2017 100%CONSTRUCTION
B 1 / 2017 959%CONSTRUCTION
EXOTHERMIC WELD NEW 1" SCH-80 PVC CONDUIT; A 11/1911s/2o17 1 90%CONSTRUCTION
DARK FIBERS CONNECTION TO NEW #12 AWG THHN/THWN STRANDED REV I DATE DESCRIPTION
TO/FROM HUB GROUND ROD
NEW 5/8"0 x 8'-0" — NEW 120V POWER SERVICE
COPPER—CLAD STEEL
GROUND ROD —�
EXISTING POWER SUPPLY ----
PICO PLUMBING DIAGRAM 11.17;; SCALE: NTS 5 GROUNDING SCHEMATIC 11 x36.. SCALE: NTs 3 SINGLE LINE DIAGRAM 11%17" SALE: NITS 1
11"x17" SCALE: NTS
STRIKESORB 120V
a PROTECTION
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
DISCONNECT SWITCH ARE ACTING UNDER THE DIRECTION OF A LICENSED
n IfYF11L
PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
1
- 5
D-1
SITE ID:HBNPB 38A
T CONNECTION FOR POWER IN 1409[CS]DOLPHIN TERRACE
(SLC4653)
JUMPER GROUND CORONA DEL MAR,CA,92660
iijjjjW�_O � CONNECTIONS
DEAD-FRONT FOR LIVE
COMPONENTS SHEET TITLE
7 AMP CIRCUIT BREAKERS
ELECTRICAL DETAILS
CHASSIS GROUND CONNECTION
SHEET NUMBER
E-1
NOT USED 24"x36 SALE NITS 6 NOT USED 11"x36" SCALE: NTS 4 BREAKER SCHEDULE 11N17" SCALE: NITS
11"x17" SCALE: NTS 11"x17" SCALE: NTS 11"x17" SCALE: NITS L