HomeMy WebLinkAboutExhibit D - Plans CSTAM_007_CD100 SITE NAME: CSTAM 007
SITE NUMBER: CRAN RLOS CSTAM 007 at&t
PROJECT: CRAN/ SMALL CELL/ PICO
USID: 213741
PACE: MRLOS051857
ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE E R I CS SON
WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE
LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE PLANS IS TO BE - IF USING IVx17"PLOT,DRAWING WILL BE HALF SCALE 330 COMMERCE,STE.200
CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES. _ 11, I RVIN E,CA 92602
1. 2016 CALIFORNIA ADMINISTRATIVE CODE 1
2. 2016 CAL IFORNIA BUILDING CODE CONSTRUCTION DRAWING
3. 2016 CALIFORNIA ELECTRIC CODE No
4. 2016 CALIFORNIA MECHANICAL CODE
5. 2016 CALIFORNIA PLUMBING CODE at&t
6. ANY CALIFLOCAL BUILDING
FIRE CODE THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS&AUTHORIZE
7. ANY LOCAL BUILDING CODE AMENDMENTS TO THE ABOVE THE SUBCONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN.ALL
8. CITY/COUNTY ORDINANCES — DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT 8 MAY IMPOSE �7
9. NEC,NATIONAL ELECTRIC CODE a CHANGES OR MODIFICATIONS. M S QU A R(•/
10. CALIFORNIA TRAFFIC CONTROL LANE CLOSURES MUTCD `�
POLE TYPE: (N) CONCRETE LIGHT POLE WIRELESS
HANDICAP REQUIREMENTS: APPROVED BY: INITIALS: DATE:
FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.HANDICAPPED ACCESS 1 3 8 7 CALLE L L E 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 1113,SECTION 11036. AT&T RF ENGINEER:
CODE COMPLIANCE POLE ID #: 0902 AT&T OPERATIONS:
SITE ACQUISITION MANAGER:
THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.A TECHNICIAN WILL LATITUDE/LONGITUDE: 3 3.618 3 01 / 117.9 344 2 5 PROJECT MANAGER:
VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE.THE PROJECT WILL NOT ZONING VENDOR: DRAWN BY: AL
RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE;NO SANITARY
SEWER SERVICE,POTABLE WATER,OR TRASH DISPOSAL IS REQUIRED AND NO SITE ADDRESS: 3 714 [CS] LAKE AVENUE (S L C 0 9 0 2),� LEASING VENDOR:
COMMERCIAL SERVICE,
POTABLE
IS NEW. CONSTRUCTION MANAGER: CHECKED BY: MM
GENERAL NOTES NEWPORT BEACH , CA 92663 A/EMANAGER:
PROPERTY OWNER:
UTILITY MANAGER:
0 Dig Alert AREA MAPS APPROVALS
KnowwharsbeloW. .,-
o CalI before you dig. 00 41
\�' , • d B 09/21/2018 100%CONSTRUCTION
CALIFORNIA SOUTH r •r Shwa AT&T PROPOSES TO INSTALL A NEW WIRELESS INSTALLATION LOCATED IN THE PUBLIC RIGHT
Call Two Working Da Before You Di '+'h i PR y A 09/17/2018 90%CONSTRUCTION
9 Days 9! - - hf - .__ Iy OF WAY TO(N)CONCRETE LIGHT POLE.
811/800-227-2600 REV DATE DESCRIPTION
i +•' `.�-' --___ THE SCOPE WILL CONSIST OF THE FOLLOWING:
1h _ AT&T TO REMOVE (1) EXISTING CONCRETE STREETLIGHT
DIG ALERT AT&T TO INSTALL (1) 29'-3-CONCRETE STREETLIGHT
.1 _- AT&T TO INSTALL (4) NEW AT&T REMOTE RADIO UNITS �pF r-,
AT&T TO INSTALL (1) NEW AT&T OMNI-DIRECTIONAL ANTENNA
S1 TL AT&T TO INSTALL (1) NEW AT
EQUIPMENTSHROUD
PUBLIC/PRIVATE: PUBLIC RIGHT-OF-WAY `�- $sne//�; AT&T TO INSTALL (i) NEW RAYCAP DISCONNECT ��.Jlp' �c (�
3714[CS]LAKE AVENUE(SLC0902), k r r ,/r•.l! AT&T TO INSTALL (1) NEW HANDHOLE ❑ m
! :
ADDRESS: / F
NEWPORT BEACH,CA 92663 ��n ? _ SI
APPLICANT: AT&T - - -? Shopping 11 all W �a r
ADDRESS: 1452 EDINGER AVE l 1-. •'•� 4v Ne*pq I
TUSTIN,CA 92780 :�--� IslandPROJECT DESCRIPTION
LATITUDE(NADD8 -117.933.6 301 ` •" \ G 9 S1 /a /do - `��' CIV��- �
LONGITUDE(NAD 83): -117.934425
NG TYPE: NAD-83 � �°j'� � E
GROUND
GROUND ELEVATION(NAND 88) %%X' y. p, V SHEET NO: SHEET TITL
JURISDICTION: CITY OF NEWPORT BEACH f
CURRENT ZONING: PUBLIC RIGHT OF WAY k, #y T-1 TITLE SHEET
K- � �+F�'�
PROPOSED USE: UNMANNED TELECOMMUNICATIONS GN-1 GENERALNOTESl
POWER COMPANY: SCE A-1 SITE PLAN IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
Sti �F AREACTING UNDER THE DIRECTION OF A LICENSED
ADDRESS: POMONA,CA WAY "'� - " // �C'�r { �,` A-2 ELEVATIONS PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
POMONA,CA 91768 - 4 @ 1® A3 ELEVATIONS
The OF3gl[1']I IVSBL.Ma 2nd 5! A-4 SITE IMAGE
' U 3�tnUan Kitchen D-1 DETAILS
PROJECT SITE INFORMATION .,�� s a2 DETAILS SITE ID:CSTAM007
y' y S-1 POLE DETAILS 3714[CS]LAKE AVENUE(SLC0902)
PROJECT MANAGER: ENGINEER. N ".s S Newport P S tllthe E-1 ELECTRICAL&GROUNDING DETAILS NEWPORT BEACH,CA 92663
M SQUARED WIRELESS M SQUARED WIRELESS a `�'' � l Isla-1;{
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. TURN RIGHT ONTO 38TH ST DRAWING INDEX
RF ENGINEER: CONTACT:TED SUEKAWA DIRECTION ARE TAKEN FROM DESTINATION WILL BE ON THE LEFT. TITLE SHEET
AT&T EMAIL:TS4994@ATT.COM 1452 EDINGER AVE. 3714[CS]LAKE AVENUE(SLC0902),NEWPORT BEACH CA 92663
1452 EDINGER AVE. TUSTIN,CA 92780
TUSTIN,CA 92618 1. TURN LEFT ONTO EDINGER AVE
CONTACT:KARLO DAVINAGRACIA 2. TURN LEFT ONTO STATE ROUTE 55 S SUBCONTRACTOR SHALL VERIFY ALL PLANS&EXISTING DIMENSIONS&CONDITIONS ON
EMAIL:KD270J@ATT.COM 3. MERGE ONTO STATE ROUTE 55 S THE JOB SITE&SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY SHEET NUMBER
4. CONTINUE ONTO NEWPORT BLVD DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME.
5. TURN RIGHT ONTO 32ND ST
PROJECT TEAM 6. TURN RIGHT ONTO W BALBOA BLVD 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 RUN
5/8"X 10'-0",CU.GND ROD IN TEST WELL 30" 2.PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A DIAGRAMMATIC
EXISTING ANTENNA O (E)BRICK MIN.BELOW GRADE. OUTLINE ONLY,UNLESS NOTED OTHERWISE.THE WORK SHALL INCLUDE FURNISHING
T/E POWER/TELCO RUN MATERIALS,EQUIPMENT,APPURTENANCES AND LABOR NECESSARY TO COMPLETE
® GROUND ROD (E)MASONRY
CHEMICAL GROUND ROD ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS.a I
G G GROUNDING CONDUCTOR (XIT GROUND ROD) ����
�— GROUND BUS BAR CONCRETE 3.PR OR
AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS,FIELD CONDITIONS OR TO THE SUBMISSION OF BIDS,THE CONTRACTORS SHALL VISIT THE JOB
SI �.
CADWELD CONNECTION AND DIMENSIONS,AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS �.
• MECHANICAL GRND.CONN. EARTH GROUNDING CONDUCTOR SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION.ANY DISCREPANCIES ARE TO
• BE BROUGHT TO THE ATTENTION OF THE IMPLEMENTATION ENGINEER AND
GRAVEL MECHANICAL CONNECTION ENGINEER PRIOR TO PROCEEDING WITH THE WORK.
■ CADWELD CONDUIT UNDERGROUND
4.THE CONTRACTOR SHALL OBTAIN,IN WRITING,AUTHORIZATION TO PROCEED
❑ ® PLYWOOD , HALO GROUND CONNECTION BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED OR IDENTIFIED BY
l GROUND ACCESS WELL THE CONTRACT DOCUMENTS.
SAND FUSE,SIZE AND TYPE AS INDICATED. -
�L CIRCUIT BREAKER 5.THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN -
ELECTRIC BOX WOOD CONT. ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY
0H SAFETY SWITCH,2P-240V-60A W/60A FUSES,NEMA 3R INDICATED OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS TAKE
ENCLOSURE,SO D CATALOG NO.H222NR6 PRECEDENCE.
TELEPHONE BOX � WOOD BLOCKING QM UTILITY METER BASE E R I C5 SON
}� TRANSFER SWITCH,2P-240V-200A,NO FUSE, 6.ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT
'( Y LIGHT POLE STEEL O1 MANUAL MANUAL ENCLOSURE O ACCORDANCE WITH ALL APPLICABLE CODES,REGULATIONS AND ORDINANCES. 33O COMMERCE,$TE.20U
�"TTTIII--` TRANSFORMER CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS,
LIGHTING FIXTURE,FLUORESCENT,10.94"x 4'-0",2/40W, ORDINANCES,RULES,REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC I RV I N E,CA 92602
CENTERLINE AUTHORITY REGARDING THE PERFORMANCE OF THE WORK.MECHANICAL AND
® FIND.MONUMENT ® SURFACE MOUNTING TYPE,HUBBELL LIGHTING CATALOG ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE
PROPERTY/LEASE LINE #WSW2327 STEPDOWN TRANSFORMER MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS,AND LOCAL AND STATE
LIGHTING FIXTURE,FLUORESCENT,10.94"x 8'-0",2/95W, JURISDICTIONAL CODES,ORDINANCES AND APPLICABLE REGULATIONS.
SPOT ELEVATION MATCH LINE SURFACE MOUNTING TYPE,HUBBELL LIGHTING CATALOG
#TWSM232T RECEPTACLE,2P-3W-125V-15A,DUPLEX, 7.THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK,USING THE
GROUND TYPE,HUBBEL CATALOG#5362 BEST SKILLS AND ATTENTION.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE
LIGHTING FIXTURE,HIGH PRESSURE SODIUM,1/70W,WALL
SET POINT FOR ALL CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES AND
WORK POINT MOUNTING TYPE,OR 1/50W HUBBELLULB LIGHTINGBELL IGHTIN CATAOGA#NRG72TALOG NRG-307 TOGGLE SWITCH,iP-125V-15A, PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE ■;
1Q REVISION GROUND CONDUCTOR S HUBBELL CATALOG#HBL 1201CN CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE IMPLEMENTATION M S QU A R `J
-- - - -- -- EXIT SIGN,THERMOPLASTIC LED,SINGLE FACE,UNIVERSAL W I R E L E
ENGINEER AND WITH THE LANDLORD'S AUTHORIZED REPRESENTATIVE. SS
MOUNTING,WBATTERY PACK,HUBBELL LIGHTING CATALOG c
#PRB J TOGGLE SWITCH,1P-120V-15A,"WP" 8.SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L.LISTED AND FIRE 1 3 8 7 C A L L E A V A N Z A D O
XO GRID REFERENCE A COAXIAL CABLE WP COMBINATION,EXIT SIGN 8 EMERGENCY LIGHTING, CODE APPROVED MATERIALS. SAN CLEMENTE CA 92673(949)391-6824
ou OVERHEAD SERVICE EXIT HUBBELL LIGHTING CATALOG#PRC IONIZATION SMOKE DETECTOR W/ALARM 9.PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN
X DETAIL REFERENCE CONDUCTORS SO HORN&ON
CONTACT,120 VAC, 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE
X CHAIN LINK FENCING
EMERGENCY LIGHTING,2/50W,HUBBELL LIGHTING CATALOG GENTEX PART NO.710OF PROJECT AREA DURING CONSTRUCTION.
#HE6-50-2-R91 O POLE 10.DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN.MINOR MODIFICATIONS
X ELEVATION REFERENCE —01R/01-01i/°HP— OVERHEAD TELEPHONE/OVERHEAD POWER � CATALOG
LIGHTING FIXTURE,INCANDESCENT, ,WALL MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS,AND SUCH
MOUNTING TYPE,HUBBELL LIGHTING CATALOG MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK.
#BRH-100-06-1 - (N)POLE MOUNTED XFMER DRAWN BY: AL
—°�. °�.— OVERHEAD TELEPHONE LINE 11.REPRESENTATIONS OF TRUE NORTH,OTHER THAN THOSE FOUND ON THE PLOT OF
YA
X SURVEY DRAWING(SHEET LS7 OR SHEET C-1),SHALL NOT BE USED TO
SECTION REFERENCE LIGHTING FIXTURE,HALOGEN,QUARTZ,1/300W,HUBBELL
OVERHEAD POWER LINE LIGHTING CATALOG#QL-505 0 (E)POLE MOUNTED XFMR IDENTIFY OR ESTABLISH THE BEARING OF TRUE NORTH AT THE SITE.THE CHECKED BY: MM
CONTRACTOR SHALL RELY SOLELY ON THE PLOT OF SURVEY DRAWING AND ANY
SURVEYOR'S MARKINGS AT THE SITE FOR THE ESTABLISHMENT OF TRUE NORTH,
E POWER RUN (N)PAD MOUNTED XFMER AND SHALL NOTIFY THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK IF
l Y'( LIGHTING FIXTURE,1/175W.METAL HALIDE,HUBBELL CAT ANY DISCREPANCY IS FOUND BETWEEN THE VARIOUS ELEMENTS OF THE WORKING
F/P FIBER/POWER RUN �( #MIC-0175H-336 DRAWINGS AND THE TRUE NORTH ORIENTATION AS DEPICTED ON THE CIVIL
�Q (E)PAD MOUNTED XFMER SURVEY.THE CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY FAILURE TO
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 IMPROVE MENTS,PAVING,CURBS,VEGETATION,GALVANIZED SURFACES,ETC.,AND
UPON COMPLETION OF WORK REPAIR ANY DAMAGE THAT OCCURRED DURING
CONSTRUCTION TO THE SATISFACTION OF AT&T.
A AMPERE EMT. ELECTRICAL METALLIC TUBING MTD MOUNTED T.O.F. TOP OF FOUNDATION 13.KEEP GENERAL AREA CLEAN HAZARD FREE,AND DISPOSE OF ALL DIRT,DEBRIS,
A.B. ANCHOR BOLT E.N. EDGE NAIL MTE MOUNTING T.O.P. TOP OF PLATE(PARAPET) RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE B 09/21/2018 100%CONSTRUCTION
ABV. ABOVE ENCL. ENCLOSURE MTL, METAL T.O.S. TOP OF STEEL PROPERTY.LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS,
AC ALTERNATE CURRENT/AIR CONDITIONER ENG. ENGINEER MTS. MANUAL TRANSFER SWITCH T.O.W. TOP OF WALL DUST OR SMUDGES OF ANY NATURE. A 09/17/2018 90%CONSTRUCTION
ACCA ANTENNA CABLE COVER ASSEMBLY EQ. EQUAL N NEUTRAL TYR TYPICAL REV DATE DESCRIPTION
ADD'L ADDITIONAL EXST.(E) EXISTING (N) NEW U.G. UNDERGROUND 14.PENETRATIONS OF ROOF MEMBRANES SHALL BE PATCHED/FLASHED AND MADE
A.F.F. ABOVE FINISHED FLOOR EXP. EXPANSION NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOC. U.L. UNDERWRITERS LABORATORY INC. WATERTIGHT USING LIKE MATERIALS IN ACCORDANCE WITH NRCA ROOFING
A.F.G. ABOVE FINISHED GRADE EXT. EXTERIOR NO.(#) NUMBER UMTS UNIVERSAL MOBIL TECH.SYS.(3G MOBILE TECH.) STANDARDS AND DETAILS.CONTRACTOR SHALL OBTAIN DETAILING CLARIFICATION
AIC AMPERE INTERRUPTING CAPACITY FAB. FABRICATION(OR) N.T.S. NOT TO SCALE U.N.O. UNLESS NOTED OTHERWISE FOR SITE-SPECIFIC CONDITIONS FROM ENGINEER,IF NECESSARY,BEFORE
ALUM. ALUMINUM FAC. FACTOR OBIF OPTICAL BASEBAND INTERFACE V VOLT PROCEEDING.
ALT. ALTERNATE F/A FIRE ALARM OH OVERHEAD VAC VOLT ALTERNATING CURRENT
ANT. ANTENNA F.F. FINISH FLOOR O.C. ON CENTER V.I.F. VERIFY INFIELD �pF E55rfl�
APPROX. APPROXIMATE(LY) F.G. FINISH GRADE OPNG. OPENING W WATT OR WIRE 15.BEFORE ORDERING AND/OR BEFORE FABRICATING/CONSTRUCTING/INSTALLING ANY
ARCH. ARCHITECT(URAL) FIN. FINISHED) P POLE WD WIDE(WIDTH) ITEMS,VERIFY THE TYPES AND QUANTITIES. �(/f� .t �W�•Q'fT
AT. AMPERETRIP FLR. FLOOR P/C PRECAST CONCRETE W/ WITH V'
AWG. AMERICAN WIRE GAUGE FLUOR FLUORESCENT PCs PERSONAL COMMUNICATION SERVICES W/O WITHOUT ({I D'�A a C,
BATT. BATTERY FDN. FOUNDATION PH PHASE WD. WOOD 16.CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE AND /�
BD. BOARD F.O.C. FACE OF CONCRETE PLY. PLYWOOD W.P. WEATHERPROOF PAGER,AND KEEP SAME ON SITE WHENEVER PERSONNEL ARE ON SITE. �7
BLDG. BUILDING F.O.M. FACE OF MASONRY PNLBD PANELBOARD WT. WEIGHT �� 7
BILK. BLOCK F.O.S. FACE OF STUD PPC POWER PROTECTION CABINET XFER TRANSFER 17.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE SITE UJ !
BLKG. BLOCKING F.O.W. FACE OF WALL PRC PRIMARY RADIO CABINET XFMR TRANSFORMER AND NOTIFY THE PROJECT MANAGER OF ANY DISCREPANCIES BEFORE STARTING LC
BM. BEAM F.S. FINISH SURFACE PRI PRIMARY XLPE CROSS-LINK POLYETHYLENE ANY WORK.
B.N. BOUNDARY NAILING FT.(') FOOT(FEET) P.S.F. POUNDS PER SQUARE FOOT C CENTERLINE
BR. BRANCH FTG. FOOTING P.S.I. POUNDS PER SQUARE INCH 18.CONTRACTOR TO PROVIDE COMPLETE SET OF AS BUILT DRAWINGS WITHIN 10
BTRCW. BARE TR. INNED COPPER WIRE GU GROUND PWR. POWER(CABINET)T. URE ED WORKING DAYS OF PROJECT COMPLETION. C[v'L ¢�\
BTS. BASE TRANSMISSION SYSTEM GR GROWTH(CABINET) QTY. QUANTITYCAS-
B.O.F. BOTTOM OF FOOTING GA. GAUGE RAD.(R) RADIUS 1. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK 19.CONTRACTOR IS TO EXCAVATE 6"BELOW EXISTING GRADE AND SPRAY WITH WEED `T
B/U BACK-UP CABINET GIN. GENERATOR RBS RADIO BASE STATION ACTIVITIES WITHIN THE PUBLIC RIGHT-OF WAY. CONTROL.REPLACE WITH CLASS II AGGREGATE BASE AND CRUSHED WASHED
C CONDUIT GI. GALVANIZE(D) (BASE STATION 3G NETWORKS) 2 CONTRACTOR SHALL PROVIDE LANE CLOSURE PLANS PER WATCH ROCK.AS SPECIFIED ON SITE PLAN.
CAB. CABINET G.F.C.I. GROUND FAULT CIRCUIT INTERRUPTER RCPT. RECEPTACLE
CANT. CANTILEVER(ED) GLB.(GLU-LAM) GLUE LAMINATED BEAM REF. REFERENCE HANDBOOK AND STAKE OF CALIFORNIA DEPARTMENT OF 20.CONTRACTOR SHALL PROVIDE TOILET FACILITY DURING ALL PHASES OF
CB. CIRCUIT BREAKER GND GROUND REINF. REINFORCEMENT(ING) TRANSPORTATION STANDARDS. CONSTRUCTION. IT ISAVIouTION OF uw FOR ANY PERSON,UNLESS THEY
CDMA CODE-DIVISION MULTIPLE ACCESS(2G&3G) GPS GLOBAL POSITIONING SYSTEM REQ'D. REQUIRED 3. CONTRACTOR TO RETURN E STREET LIGHT AND LIGHT ARM TO THE CITY ARE ACTING UNDER THE DIRECTION OF A LICENSED
CDUK CONSOLIDATION DISTRIBUTION UNIT KIT GRND. GROUND RGS. RIGID GALVANIZED STEEL 21.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION OR THE FABRICATION OF PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
C.I.P. CAST IN PLACE GSM GLOBAL SYSTEM MOBILE(2G+MOBILE TECH.) RRU REMOTE RADIO UNIT OF NEWPORT BEACH UTILITIES YARD.IF DAMAGED DURING THE REMOVAL, MATERIALS TO BE INSTALLED AT THE SITE,THE CONTRACTOR SHALL FIELD VERIFY
CKT. CIRCUIT HDBC HARD DRAWN COPPER WIRE (RADIO TRANSCEIVER) CONTRACTOR SHALL BE REQUIRED TO PURCHASE AND DELIVER A ALL DIMENSIONS INCLUDING AS-BUILT DIMENSIONS OF EXISTING STRUCTURES OR
C CLEAR HGR, HANGER SAF SAFETY
CLG. CEILING HDR. HEADER RECEIVER AIR INTERFACE TRAY REPLACEMENT.CITY OF NEWPORT BEACH UTILITIES YARD:949 W.16TH STRUCTURAL ELEMENTS HAVING A BEARING ON THE SCOPE OF THE WORK TO BE
AF
CMU CONCRETE MASONRY UNIT(JAMB BLOCKS) HPS HIGH PRESSURE SODIUM $CH. SCHEDULE STREET NEWPORT BEACH CA 92663.CONTRACTOR SHALL DISPOSE OF THE PERFORMED.IF ANY DISCREPANCY IS FOUND BETWEEN THE VARIOUS ELEMENTS
COL. COLUMN HT. HEIGHT SDBC SOFT DRAWN BARE COPPER OF THE WORKING DRAWINGS AND THE DIMENSIONS OR CONDITIONS FOUND TO BE
CONC. CONCRETE ICGB. ISOLATED COPPER GROUND BUS SEC SECONDARY EXISTING STREET LIGHT POLE AND ARMS IF UNWANTED BY THE CITY OF EXISTING IN THE FIELD,THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SITE ID:CSTAM 007
CONN. CONNECTION(OR) IN.(") INCH(ES) SHT. SHEET ANY REASON. OBTAIN DESIGN RESOLUTION PRIOR TO PROCEEDING WITH THE PORTION(S)OF THE
CONST. CONSTRUCTION INT. INTERIOR SIM. SIMILAR 4. WHERE REMOVED OR DAMAGED BY CONSTRUCTION,ALL CURB,GUTTER WORK AFFECTED.THE CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY 3714[CS]LAKE AVENUE(SLC0902)
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 NEWPORT BEACH,CA 92663
d PENNY(NAILS) L.B. LAG BOLTS SPEC. SPECIFICATION(S)
DBL. DOUBLE L.F. LINEAR FEET(FOOT) SQ. SQUARE EXPANSION JOINTS.NO SAW CUTTING AND PARTIAL PATCHING SHALL BE PROCEEDING.
Dc DIRECT CURRENT LG. LENGTH S.S. STAINLESS STEEL PERMITTED.ALL CONSTRUCTION DETAILS FOR REPLACEMENT SECTIONS
DEM. DEMAND L. LONG(ITUDINAL) STD. STANDARD SHALL BE PER CITY OF NEWPORT BEACH.
DEFT. DEPARTMENT LPS LOW PRESSURE SODIUM STL. STEEL 5. THE CONTRACTOR SHALL REPAIR,REPLACE OR RE-ROUTE ALL
D.F. DOUGLAS FIR LTE LONG TERM EVOLUTION(4G MOBILE TECH.) STRUC. STRUCTURAL
DIA. DIAMETER MAS. MASONRY SURF SURFACE LANDSCAPE.IRRIGATION LINES AND FIXTURES IN KIND INCLUDING LINE
DIAG. DIAGONAL MAX. MAXIMUM SW SWITCH SIZE,HEAD TYPE,SPACING AND CONTROL WHERE DAMAGED BY SHEET TITLE
DIM. DIMENSION M.B. MACHINE BOLT TEL. TELEPHONE
DWG. DRAWING(S) MECH. MECHANICAL TEMP. TEMPORARY CONSTRUCTION TO THE SATISFACTION OF THE CITY OF NEWPORT BEACH.
DWL. DOWEL(S) MFR. MANUFACTURER THK. THICK(NESS) 6. THE CONTRACTOR SHALL REPLACE ALL EXISTING GROUNDCOVER, GENERAL NOTES
EA. EACH MIN. MINIMUM TMAS TOWER MOUNTED AMPLIFIER INCLUDING SAND AND ALL OTHER LANDSCAPING INCLUDING TURF,
EGR. EMERGENCY GENERATOR RECEPTACLE MISC. MISCELLANEOUS (DC SUPPLY VOLTAGE)
EL. ELEVATION MLO MAIN LUGS ONLY T.N. TOE NAIL SHRUBS,AND/OR TREES IN KIND INCLUDING SIZE,SPECIES AND SPACING
ELEC. ELECTRICAL T.O.A. TOP OF ANTENNA ELEV. ELEVATORHERE DAMAGED BY NEW CONSTRUCTION TO THE SATISFACTION OF THE
TOCOP OF CURB T.O.C..
CITY OF NEWPORT BEACH.
7. ANY LANE CLOSURES SHALL STRICTLY ABIDE THE CALIFORNIA MUTCD FOR SHEET NUMBER
TRAFFIC CONTROL.
GN-1
ABBREVIATIONS 121 CITY OF NEWPORT BEACH NOTES 131 GENERAL NOTES 14
NOTE:
1. IF DIMENSIONS SHOWN ON PLAN DO NOT SCALE CORRECTLY,CHECK FOR REDUCTION
OR ENLARGEMENT FROM ORIGINAL PLANS. f
2. UTILITY DESIGN&RUNS ARE PRELIMINARY.PENDING FINAL DESIGN FROM UTILITY
CONTRACTORS TO VERIFY SUB STRUCTURE LOCATIONS PRIOR TO ANY EXCAVATION. at&t
PROVIDERS.
3.
/4. ALL CONDUCTORS WIRES 8 CONDUIT,SHALL BE INSTALLED IN A NEAT&TIDY FASHION.
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,8 I
OR SURROUNDINGS UNLESS PROHIBITED PER MANUFACTURER.
6. NEW FIBER CONDUIT TO BE STUBBED OUT OF NEW POLE FOOTING BY APPROX.2'-Y.
7. POWER SUPPLY AND RUN ARE SUBJECT TO CHANGE PER SCE FINAL DESIGN.
1
CANAL
BEACH
ERICSSON
I I
(E)CITY OF NEWPORT BEACH CONCRETE 330 COMMERCE,STE.200
CANAL STREETLIGHT(0902)TOBE REMOVED B IRVINE,CA92602
BUILDING (E)SIDEWALK(TYP.) i REPLACED W/(N)CITY OF NEWPORT BEACH
I (Typ) , CONCRETE STREETLIGHT W/(E)EQUIPMENT
AT SAME LOCATION(BY AT&T)
(N)U/G FIBER RUN FROM(N)FIBER
I HANDHOLE TO(N)CONCRETE
I w I STREETLIGHT(BY AT&T),SEE NOTE 6
Q I (N)FIBER HANDHOLE TO BE PLACED
BELOW GRADE(BY OTHERS)w M S QU A R r
' (N)U/G POWER RUN FROM(N)WiR HANDHOLE
INEW AT&T PROJECT LOCATION. 2 TO(N)CONCRETE STREETLIGHT(8V AT&T) WIRELESS
SEE ENLARGED SITE PLAN I 1387 CALLE AVANZADO
\ yP (N) HA TO BE PLACED 6.8.9 SAN CLEMENTE CA 92873(949)391-8824
BELOWOW GRADEDE HANDHOLE
AT&T) D-1
(E)STREETLIGHT HANDHOLE
(E)SIDEWALK(TYP.) \\�/ A 2 tiP e O SIGN
E
I \ I
J ----- ----^ DRAWN BY AL
rn
ROW.—_____
C/F I , , CHECKED BY: MM
38TH ST
C/F
ROW._—_____—_____
B 09/21/2018 100%CONSTRUCTION
m
A 09/17/2018 90%CONSTRUCTION
REV DATE DESCRIPTION
I � I 5'-0"TOE -- f—__—__—__—__
OF LAKE AVE C/F I
38TH STVV
I m
4 -�- I �pFE55rfl�
m C/F I cc)yP °z
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BUILDING , ■ , IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
■ , I J ARE ACTING UNDER THE DIRECTION OF A LICENSED
(TYPO i • m PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
I , m w I I
Q I I SITE ID:CSTAM 007
Lu Y I i (E)TREE(TYR) 3714[CSI LAKE AVENUE(SLC0902)
`\ I PROPOSED t85'U/G POWER RUN; NEWPORT BEACH,CA 92663
J I TRENCHED OR BORED FROM(E)
CANAL` UTILITY POLE TO(N)WTR HANDHOLE,
i I I rn
SEE NOTE 7(BY AT&T)
I m (E)U/G TRANSFORMER,
_ PROPOSED POWER P.O.C., SHEET TITLE
I 6'-6" , IT-6- 13'-6" I 6'-6" \� SEE NOTE7
SITE PLAN
I I
l i 1 LL i
' e' 0 0 8 �' 0 ®Y' a SHEET NUMBER
Elk A 1
SITE PLAN 24"x36" SCALE: '" = '- " 20' - 1 ENLARGED SITE PLAN 24"x36" SCALE: 1/8" = 1'-U" 4' 8' 16' A
11"x17" SCALE: 1" = 40 40'-0" 11"x17" SCALE: 1/16"= 1'-°" 2
NOTE:
1.ALL NEW EQUIPMENT SHALL BE PAINTED TO
MATCH NEW; E LIGHT POLE _ at&t
2.RE-USE E LED LUMINAIRE.IF NOT LED,REPLACE
WITH(N)LED LUMINAIUMINAI RE APPROVED BY THE CITY.
ERICSSON
330 COMMERCE,STE.200
IRVINE,CA 92602
L
OF(N)ANTENNA
3Il A.G.L. - (N)ANTENNA MOUNTED ON(N) 1�
}�C/L OF(N)ANTENNA EQUIPMENTSHROUD D-1
29'-0'A.G.L.
e/OF N ANTENNA (N)EQUIPMENT SHROUD W/(2)(N)AT&T
28'-0"A.G.L. - 2203 RADIO,(1)(N)2205 RADIOS(1) 2-5
`;FUTURE 2205 RADIO&(1)(N)RAYCAP D-1 M SQUAR
EQUIPMENT SHROUD
DISCONNECT SWITCH WITHIN SHROUD J
T/ WIRELESS
2 -0OF .L.
1387 CALLE AVANZADO
V N LUMINAIRE SAN CLEMENTE CA 92673(949)391-6824
25'-0"A.G.L.
A.G
24 N EQUIPMENT SHROUD
24 .L.
}�T24
/OF(E)LUMINAIRE T/OF N POLE
A.
2 CONTACT SIGN RE-USE(E)LED LUMINAIRE,
SEE NOTE 2 DRAWN BY: AL
T/OF E POLE
21'-0"A.G.L.
CHECKED BY: MM
r(N)ANTENNA SIGN
D-2
(E)RELOCATED STREET SIGNS
(E)STREET SIGNS TO BE B 09/21/2018 100%CONSTRUCTION
RELOCATED TO(N)POLE A 09/17/2018 90%CONSTRUCTION
TIP (E)SIGN I T/OF(E)SIGN REV DATE DESCRIPTION
12'-6"A.G.L. LAKE AVE 12'-0'A.G.L. ZAVE
SEE SHEET S-1 FOR POLE
DIAMETERS
co cc)
Wx� cl
lL+ �4 7
DC
(E)STREET SIGNS TO BE (E)RELOCATED STREET SIGNS
RELOCATED TO(N)POLE 7.
(E)CITY OF NEWPORT BEACH CONCRETE T/OF(E)SIGN STREETLIGHT BEACH
(BY AT&T)RTE S-1 �qf C10- D¢��STREETLIGHT(0902)TO BE REMOVED&REPLACED s•-o"A.G.L.
(BY AT&T) �OF CA4�F
6,8,9(N)WTR HANDHOLE (E)HANDHOLE
D-1 (BEYOND)(BY AT&T)
(E)SCE POLE FOUNDATION 6 (N)POLE FOUNDATION(BY AT&T) 1 IT ISAVIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
(N)FIBER BOX(BY D-2 ARE ACTING UNDER THE DIRECTION OF A LICENSED
D-1 OTHERS) PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
OD LEVEL EGD LEVEL
SITE ID:CSTAM 007
3714[CS)LAKE AVENUE(SLC0902)
NEWPORT BEACH,CA 92663
_r _
(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) ELEVATIONS
WTR HANDHOLE TO(N)CONCRETE
STREETLIGHT(BY AT&T)
SHEET NUMBER
EXISTING SOUTHWEST ELEVATION 111"x17" SCALE: 3/116"-='1'a0" °® 2 NEW SOUTHWEST ELEVATION 24"x36" SCALE: 3/17" SCALE: 3/1 _ ''-°" 2' A-2
11"x6" = 1'-0"
NOTE:
1.ALL NEW EQUIPMENT SHALL BE PAINTED TO
MATCH NEW CONCRETE LIGHT POLE -
2.RE-USE LED LUMINAIRE.IF NOT LED,REPLACE at&t
WITH(N)LEDED LUMINAIRE APPROVED BY THE CITY.
ERICSSON
330 COMMERCE,STE.200
IRVINE,CA 92602
}�T/OF(N)ANTENNA
30'-0"A.G.L. (N)ANTENNA MOUNTED ON(N) �1
�C/L OF(N)ANTENNA EQU PMENTSHROUD D-1
29'-0"A.G.L.
B/OF N ANTENNA (N)EQUIPMENT SHROUD W/(2)(N)AT&T
28'-0"A.G.L. 2203 RADIO,(1)(N)2205 RADIOS(1) 2-5-0"(N)EQUIPMENT SHROUD
FUTURE 2205 RADIO&(1)(N)RAYCAP
D-1 M SQU A R ��J
T/ DISCONNECT SWITCH WITHIN SHROUD WIRELESS
28O
A.G.L.
1387 CALLE AVANZADO
T/OF N LUMINAIRE SAN CLEMENTE CA 92673(949)391-6824
25'-0"A.G.L.
24'-6"A.G OF N EQUIPMENT SHROUD
.L.
TI OF E LUMINAIRE T/OF N POLE
23'-0"A.G.L. 24•-6"A.G.L.
2 EMERGENCY
CONTACT RE-USE(E)LED LUMINAIRE,
SEE NOTE 2 DRAWN BY: AL
It OF E POLE
21'-0"A.G.L.
CHECKED BY: MM
(N)ANTENNA SIGN
D-2
(E)RELOCATED STREET SIGNS
B 09/21/2018 100%CONSTRUCTION
Vg E SIGN T/OF E SIGN A 09/17/2018 90%CONSTRUCTION
13'-6"A.G.L. 38TH STREET 13'-6"A.G.L. 38TH STREET
SEE SHEET S-1 FOR POLE REV DATE DESCRIPTION
DIAMETERS
`. Q�pFE55r��A(E)RELOCATED STREET SIGNS e�
0 ��c,
co
r�
w 54 7
(E)CITY OF NEWPORT BEACH T/OF(E)SIGN STREETLIGHT BEAC(CONCRETE S-1 �jqf C,'+v"• D¢��CONCRETE STREETLIGHT(0902)TO BE s•-o'•A.G.L. �OF CA4�F
REMOVED&REPLACED(BY AT&T)
6,8,9 (N)WTR HANDHOLE
0.1 (BY AT&T)
(N)POLE FOUNDATION(BY AT&T) 1
(E)POLE FOUNDATION 6 D-2 IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
(N)FIBER BOX(BY :� ARE ACTING UNDER THE DIRECTION OF A LICENSED
D-1 OTHERS)(BEYOND) PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
(E)HANDHOLE
OD LEVEL EGD LEVEL
.
SITE ID:CSTAM 007
3714[CS)LAKE AVENUE(SLC0902)
NEWPORT BEACH,CA 92663
r
(N)U/G FIBER RUN FROM(N)FIBER e
HANDHOLE TO(N)CONCRETE
STREETLIGHT(BY AT&T);SEE NOTE 6
SHEET TITLE
RUN FROM
WTR H)DIGANDHOPOWELE TO(N)CONC)RETE ELEVATIONS
STREETLIGHT(BY AT&T)
SHEET NUMBER
EXISTING SOUTHEAST ELEVATION 114"x17" SCALE: 3/116"-='1'OC" ® Z NEW SOUTHEAST ELEVATION 24"x36" SCALE: 3/ _ ''-°" Z A-3
11"x17" SCALE: 3/16" = 1'-O"
at&t
f
ERICSSON
330 COMMERCE,STE.200
IRVINE,CA 92602
M SQUTAR(•j
(E)STREETLIGHT TO BE REPLACED
1987 CALLE AVANZADO
SAN CLEMENTE CA 92673(949)391-6824
- - DRAWN BY: AL
CHECKED BY: MM
-
■�rrB 09/21/2018 100%CONSTRUCTION
A 09/17/2018 1 90%CONSTRUCTION
REV I DATE DESCRIPTION
coC10-
2 �
■' ��q��F p41FGR�
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
l -" = ARE ACTING UNDER THE DIRECTION OF A LICENSED
7r PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
T• t� - _ .. - _ ��«.�..__ ��:_ �_- _'�� -- � ^.--,_�s_z-cam-�
SITE ID:CSTAM 007
3714[CS)LAKE AVENUE(SLC0902)
NEWPORT BEACH,CA 92663
SHEET TITLE
SITE IMAGE
SHEET NUMBER
A-4
PROPOSED SITE LOCATION LOOKING NORTHWEST 24 11""x7"xl7" SCALE: NTS 1
SCALE: NTS
AVAILABLE FROM EXCEL SIGN AND DECAL: ERICSSON MICRO RADIO 2205 GALTRONICS G02410416621 PSEUDO OMNI CANISTER ANTENNA
MECHANICAL SPECIFICATIONS MECHANICAL SPECIFICATIONS
http://www.weneedsigns.com/home.php?cal+l 135 AND CLICK ON AT&T DIMENSIONS(MMH): 7.8-4.8417.87',INCLUDING MOUNTING DIMENSIONS(HxD): 24.9x 101NCHES
VOLUME AND WEIGHT: 4 LITRES AND<4 kg S.(8.PH:510-651-0445 BRACKET AND kg IC FROM COVER
821bs) (E43 x 255 mm)
N01-DC-16 1"X6"NOTICE DECAL MOUNTING: WALL AND POLEMOUM ® NO.OWEIGHF
ONNECTEXCL UNTINGBRACKE S: 10X4.-10DS kg) a��t
"For 1 Foot Distance"VINYL DECAL WITH ADHEDSIVE BACKING INTERFACESPECIFICATONS: CONK CONNECTORS 10 X4.30DIN FEMALFEMALE
ANTENNA PORTS: 2 x 2.5-10(F) CONNECTOR TYPE B 4 X 4.110 DIN FEMALE
7.87" 7.B7 41- $4^ I- 6 FREQUENCY BAND[MHzI: 4X4.-10 DIN
CPRI: 2x2.515110 Gbps(EXCHANGEABLE SFP
MODULES) 5 (X d.3-10 DIN FEMALE
OPTICAL INDICATORS: 6 O 10 (3550-3]00)MHz
NAL
FIELD GROUND:M: 1 O (515 -50) FEMALE
FIELD GROUND: 1 O . . (5150d950)MHz
IL
0 MAXWINDSPEED: 150 mpb
" ELECTRICAL SPECIFICATIONS:
r POWER SUPPLY: 48 VCD OR 100-250 VAC
RADOME MATERIAL: ASA
POWEROUTPUT: 97WATTS MAX O O SHIPPING DIMS(UMD): 30'X19'%19'(]62x48.3xd63Hnm
MA%HEAT DISSIPATION: 90 WATTS GROSS SHIPPING WEIGHT: 26 lbs(12kg) Ole
NOTICE m O O MINIMUM AC FUSE RATING: -MP
8 D 9
CC� RF energy emitted by this device may exceed the FCC's general 7 PART NO G0241 0-08 8 21-11(GRAY) ;
public exposure limits.Stay at least 1 foot awayfrom the device. FRONT BACK SIDE ® PART NO.GQ2410-06621-611(CHROM
P p y PART NO.GQ2410-06621-B11(CHROME) ERICSSON
Cali 800-638-2822 for help if you need access within f foot
7.87° BOTTOM
330 COMMERCE,STE.200
IRVINE,CA 92602
Place 3 NOTICE sticker at the bottom of the front of TOP
the radome of each antenna. FRONT
M SQUAREE&
WIRELESS
OMNI ANTENNA DISCLAIMER LABEL 114"x17" SCALE: NTS 7 ERICSSON - RADIO 2205 24"x17" SCALE: NTS 4 GALTRONICS OMNI ANTENNA 24"x36" SCALE: NTS 1397 CALLE AVANZADO
11"x17" SCALE: NTS 11"x17" SCALE: NTS SAN CLEMENTE CA 92873(949)391-6824
ELECTROMATE RAYCAP-RSCA P-1 ERICSSON-MICRO RADIO 2203
CS53& 20.0
HINGED 3R ENCLOSURE MECHANICALSPECIFICATIONS
ELECTRICAL MECHANICAL DIMENSIONS(WxDxH): ].6]'x3.94'x].8T,INCLUDING MOUNTING
DIMENSIONS: CONNECTION TERMINAL COMPRESSION LUG pB-#14 AWG(13-2MM2) BRACKET AND ESTHETIC FRONT COVER
SURGEPROTECTIONDEVICE(SPD)TYPE TO UL STRIKESORS 30-A TERMINAL BLOCK p10- AWG(6-S14MM2) VOLUME AND WEIGHT: 4LITRES AND<4.5 kg I—fbs)
A 12" NUMBER OF CIRCUITS PROTECTED:4 ENVIRONMENTAL INGRESS MOUNTING: WALLANDPOLEMOUNT
SURGE PROTECTIVE DEVICE(SPD)TYPE PER UL 14494TH EDITION: PROTECTION gP)RATING: NEMA.
B 12" TYPE2COMPONENTASSEMBLY OPERATIONTEMPERATURE: (°C)_B CTO aWC DRAWN BY: AL
SURGE PROTECTION DEVICE(SPD)CLASS TO IEC 61 11:CLASS II INTERFACE SPECIFICATIONS:
STORAGE TEMPERATURE: (°C)-]0°CTO a80°C
C 5" NOMINAL OPERATING VOLTAGE I[INI:1.PER ILL
ENCLOSURETYPE _ 7.87" 7.B7" 3.94" ANTENNA PORTS: 2x4.3-10(F)
NOMINAL DISCHARGE CURRENT IIMXI PER 14494TH EDITION:20 KA I20 MS fi—RATEDr CPRI: 2x 2.550Gbps(E%CNANGEABLESFP
MAXIMUM DISCHARGE CONTINUOUS ORENTINGV PER IE[UCUMCOV) ABf20 MS (OUTDENCLOSURE RDIMEN ION: (L YCARBO UL9W H&N-X 5A8•X 10.W' MODULES) CHECKED BY: MM
MAXIMUM CONTINUOUS OPERATING VOLTAGEIU 1—V)150V [21]"128.256 MM1 OPTICAL INDICATORS: 6
VOLTAGE PROTECTION LEVEL[UP]PER IEC 81843-11:]OOV WEIGHT: 2.25 LBS[1.02KGI
VOLTAGE PROTECTION RATING NPR):20 KA 8120 EXTERNAL ALARM: 2
SUPPRESS ION TECHNOLOGY:MOV
FIELD GROUND: 1
PROTECTION MODES(DUAL MODE):LINE TO NEUTRAL,NEUTRAL TO GROUND
ELECTRICAL SPECIFICATIONS:
F---. POWER SUPPLV: 48 VCD OR 1—VAC
n r
POWER OUTPUT: 9]WATTS MPX
X HEAT ISSIPATION
1 D.28" Q Q MMIINIIMUM AC FUSE RATING' 6AMP�S
8.59"
FRONT BACK SIDE
Q
7.87" B 09/21/2018 100%CONSTRUCTION
A 09/17/2018 90%CONSTRUCTION
� co -
°J REV DATE DESCRIPTION
o io
o
N
® NPT 1"GLAND CAN BE REPLACED BY TOP
B C CONDUIT FITTING pF E55r 7,,
FRON7 SIDE BOTTOM M40 GLANDS CAN BE REPLACED BY 1 �P� '���
6.25" 1/4"NPT CONDUIT FITTINGS V° 'rT 1
r�
SCE UN-METERED FUSED PANEL 114"x17" SCALE: NTS 8 RAYCAP DISCONNECT z4::x11 SCALE NTS 5 ERICSSON - RADIO 2203 24"x35" SCALE: NTS 54 7
11"x17" SCALE: TITS 2
COVER FEATURES:
SQUARE-D COMMSCOPE SCC
HINGED 3R ENCLOSURE •STANDARD LOAD RATING:20,800 LBS.WHEEL LOAD -]6D236966
MECHANICAL SPECIFICATIONS
# D221NRB ON10"x20"PLATE DIMENSIONSIWxDXH): 41.3^.1012- C[V)L R�
DIMENSIONS: •2 BOLT DOWN LOCATIONS 9��OF CA4�F�
•STAINLESS STEEL BOX INSERTS WEIGHT: 68 MS.(MG)
A 7.75" •POLYMER CONCRETE CONSTRUCTION MOUNTING: MOUNTS TO TOP OF POLE
B 9.63" •NON-SKID SURFACE STANDARD LIFT PINS(2 PL)
C 3.75" •20K TO BE EMBOSSED ON COVER ♦' ____ Z° O ITISAVIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
ARE ACTING UNDER THE DIRECTION OF A LICENSED
•APPROXIMATE WEIGHT-120 LBS. i -_ PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
BOLT DOWNS(2 PL) =_ _____= TOP
COVER FEATURES: = 2"x8"NAMEPLATE -
• POLYMER CONCRETE CONSTRUCTION RECESS(1 PL) SITE ID:CSTAM 007
• LIGHTWEIGHT NON-SKID I 3714[CS]LAKE AVENUE(SLC0902)
• STACKABLE FOOT (STANDARD)
• APPROX.WEIGHT 188 LBS. z,Z NEWPORT BEACH,CA 92663
a
O /3
J SHEET TITLE
3/8"x3"HEX BOLT I 4 DETAILS
(2 PL EA END) /y
B
\ 012"
(2)ERICSSON 2203 2
MOUNTING-BOTH SIDES SHEET NUMBER
FRONT BOTTOM L RAYCAP POSITION AC
(OR APPROVED EQUAL) °d X �a LOADCENTER OVP(OPTIONAL) D 1
AT&T MOBILITY FUSED DISCONNECT 12 "x36" SCALE NTS14"x17" SCALE: NTS 9 HANDHOLE 24"x3B" SCALE: NTS 6 EQUIPMENT SHROUD 24"x35" SCALE: NTS 3
11"x17" SCALE: TITS 11"x17" SCALE: TITS
NOTE NOTES (4) 1"0 X ANCHOR RODS
WITH 90' HOOK & 4" PROJ. POLE PER PLAN
NEW CONDUITS AND UNDERGROUND FACTURES IN THE ROADWAY SHALL BE INSTALLED ADJACENT 1. ANY SIDEWALK REMOVALS MUST BE REPLACED IN FULL PANELS, IN ADD??%, (MIN. 55 KSI) HANDHOLE a f tt
OR CLOSEST AS POSSIBLE TO THE EXISTING EDGE Ot GUTTER OR CURB. IF WE PRWO5E0 ANY EA7STINC CITY WPR0WMENTS/FA0 IRES DAMAGED DURING 7HE t
CONDUIT TRENCH IS IN A TRAFFIC LANE ADJACENT TO THE EXISTING EDGE OF GUTTER OF CM, CONSTRUCTTaV SHALL BE REPLACED/REPAIRED A T THE APPLICANTS EXPENSE" CONCRETE APRON PVC CONDUIT STUBBED UP
COLD PLANING AND PAWMEINT RESUWACING HILL BE REWIRED FROM THE NEAREST LANE LINE ADJACENT TO HAND HOLE,
OF THE PROPOSED TRENCH TO THE EXISTING EDGE OF GUTTER OR CURB IF THE TRENCH WORK 2. SIDEWALK SMALL BE RESTORED IRTHIN ONE KEK OF INSTALLAP NP OF FINISHED GRADE NUMBER AND SIZE AS REQUIRED
IS IN A TRAFFIC LANE BETNEEN TRAFFIC LANES THE CONIRACTOR NILL BE REQUIRED TO COLD NO GAP - SEAL WITH
PLANE AND RESURFACE THE ENTIRE TRAFFIC LANE. THE TRENCH OPENING SHALL BE A NON-SHRINK LEVELING GROUT r
MINIMUM OF 2'FROM THE ENTIRE TRAFFIC LANE. IN ADDITION, IF THE TRENCH WGRX EXTENDS
INTO ANY PORTION OF AN ADJACENT TRAFFIC LANE OR IS DAMAGED AS A RESULT OF THE
CONTRACTOR'S NARK OR IS LESS THAN 5'FROM AN EXISTING UTILITY TRENCIPI, THE CONTRACTOR
NU BE REQUIRED TO COLD PLANE AND RESURFACE THE ENWE IRAFFIC LANE. �� -
COLD PLANE EA7STING PAOWIlT(2-MIN" DEPTH) o AND RESURFACE XW FLUSH WTH EX. STREET ERIC550N
PA WWNT FOR ENTIRE LANE AND RESTRIPE
TRAFTTC LANES/INARKINGS OF ENTIRE LANE
W NjiI TRENCHING OCCURS AND ANY CIRCUIT CONDUCTORS & 330 COMMERCE,STE.200
OTHER LANE DAMAGED AND TRAFFIC LOOP(S) CONDUIT To NEXT POLE, TYP., IRVINE,CA 92602
DURING CONSTRUCTION REPLACE SMEµALK SEE NOTE 4
PER STD-180-1
FURL LANE WQ?H W #3 HORIZ. TIES AT 12" O.C.
(PARKING LANE OR DRIVE) VARIABLE
•MNV W07H TRENCH MIN 3,000 PSI TYPE
24
INRU A.C. SECTION ¢� EX. CURB& GUTTER II CONCRETE
2'
Q 1'�
� MIN M S UAR ��
—.�.F-- WIRELESS
W .IQIN FLUSH 1387 CALLE AVANZADO
EX CURB 41� GUTTER 2 - #5 BARS VERT. (60 KSI) SAN CLEMENTECA92673(949)391-6824
OR CURB a� z EX PAVEMENT
w I I :'
PIPE BEDWONG AND — —
DACKFIL PER STD.—I06—L. 'e
OR AS DETERIIARED BY THE
FIELD ENpNEER (4) 1"0 X 36" ANCHOR RODS W/
.�/ 1�'_' 90- HOOK (MIN 55 KSI) DRAWN BY: AL
REPLACE IHTH I' { �� #3 HORIZ. TIES @ 12" O.C.
1-7/2 M+N. THICKER A.C. THAN o CHECKED BY: MM
- 49 z EX. A.C. SECT?% POLE BASE PLATE LOCATION
PIPE BEDDING AND {COMPACTION 959 MIN.]
12 - #5 BARS VERT. (60 KSI)
@ACKFItL PER STD.-I06-L I-112"MIN
OR AS C£TERYA O BY THE MIN 3,000 PSI TYPE II CONCRETE
FTFJD E&MV ER
VARIABLE z s
EX CITY OF NEWPORT
BEACH UTIL117E5 CONCRETE NOTES:
1. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO CHAPTER 19 1 a osizvzola 100%CONSTRUCTION
(E.L SEiAERIWATER) OF THE CBC AND TO ALL REQUIREMENTS OF THE CURRENT EDITION OF ACI 318,
"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE". A os11/2o18 90%CONS1111C1rION
5 MIN, 2. MIX DESIGN REQUIREMENTS:
REV DATE DESCRIPTION
2.A. CEMENT SHALL BE TYPE II
2.8. COMPRESSIVE STRENGTH = 3,000 PSI
NOTE.• 5 TREE 7S/ALLEYS RECENTLY(LAST 5 YEARS)SLURRIED/1iESURFA CEDIWAL T SHALL 2.C. MAXIMUM WATER/CEMENT RATIO (W/CM) SHALL BE 0.50
REQUIRE EXTENSIVE PAIEMENT RESTORA7ILW TO BE DETERMANED BY THE FIELD ENGINEER 3. ALL REINFORCING STEEL SHALL BE SECURED IN POSITION AND INSPECTED BY THE
REVISED 612002 BUILDING OFFICIAL PRIOR TO PLACING CONCRETE. OFESSIfl
4. FOR FIBER CONDUIT, STUB OUT FROM FOUNDATION AWAY FROM STREET SIDE FOR QF� N,q�
FUTURE FIBER HANDHOLE INSTALLATION.
5. ALL INTERNAL COMPONENTS, ANCHOR BOLTS, REBAR, PLATES ARE TO BE EPDXY 0�4,
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 x36" SCALE: NTS 4 PARKWAY TRENCH DETAIL 11 x36" SCALE: NTS 3 NEW FOUNDATION 11 x36" SCALE: NTS ) 54
"x17" SCALE: NTS "x17" SCALE: NTS "x17" SCALE: NTS
5"
OF CA4�F�
C3M
s^
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
ARE ACTING UNDER THE DIRECTION OF A LICENSED
• AT&T TOWERS PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
. In case of Emergency Contact
E-mail:atttowers@att.com
Phone:(877)231-5447
Stay Back Please Reference Site ID SITE ID:CSTAM 007
Radio-frequency energy site ID cRAN_RLos_csAN_om 3714[CS]LAKE AVENUE(SLC0902)
may exceed exposure limits. FCC ID 0 NEWPORT BEACH,CA 92663
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%17" SCALE: NTS 11"x17" SCALE: NTS L
FOR REFERENCE ONLY
at&t
REV. DATE DESCRIPTION DRN. APPR. 0
A 01/19 CHANGED COATING TO AMERSHIELD K.B. iow
7'LEVEL CONFIG CODES "P"LEVEL CONFIG CODES E RI CSSON
OPTION CLASS ENTRY INFO. OPTION CLASS ENTRY INFO. 330 COMMERCE,STE.200
COATING I MIX 81 IRVINE,CA 92602
ANTENNA 12' DIA. x se"LG.(BY OTHERS) HH COVER 45209 FINISH 3
DOOR SCRS STD BASEPLATE 62470E
MISC. MOD MODFE NOTE /8 COLLAR 55832E OCT
(MOOBM): BLOCK DOWN 5-7/8' OCTAGONAL O.D.
POLE TOP TO LENGTHPOLE TOP CON,, MOD93
5 (ACROSS FLATS) WtTH W-O" f 1" (ACROSS ALUMINUM TOP M SQUA J
)COLLAR CAST-IN M0027 LI
1-7/8"f 5/8" I.D. STRUCT MOD MODDCI NOTE #9 R
RACEWAY (STANDARD MOD93 POLE TOP) WIRELESS
(4) 1/2"-13UNC X 1-3/4 SPL POLE LG MODEM
1' f 1' (TYP.) ; LG. COUPLINGS WITH 12" LG. 1387 CALLE AVANZADO
ANCHORS O 90' APART ON A CENTRECON BASE PLATE OCTAGONAL POLES SAN CLEMENTE CA 92673(949)391-6824
0 •) 24" f 1" (TYP.) s 3-11/16" CIA. BOLT CIRCLE
POLE POLE OVERALL ULTIMATE POLE
(187 DESIG- HEIGHT POLE BOLT BASE G. MOMENT WEIGHT
02-3/5" O.D. GALV STEAL NATION ABOVE LENGTH CIRCLE O.D. (ft.-Ibs.) (Ibs.)
PIPE O 270' (MOD27): GRADE
1-1/2"TAPERED TO 1-1/4"
�:• WIRE IDcrr o 27P CBOXO8.5SPL 24'-6" 24'-9" 12-1/2" 9-1/4" 32.500 1250
• DRAWN BY: AL
( )POLES REQUIRED,EACH WITH:
(1)B'GALVANIZED STEEL CLAMP ON ARM ASSEMBLY(PIN:T.B.D.)
(4)OPTIONAL 1"x 36"x 4"GR.55 ANCHOR BOLTS(PIN:42026E) CHECKED BY: MM
NOTES:
im 1. MIX(8131):LA BLACK&WHITE,EXPOSED AGGREGATE FINISH WITH AMERSHIELD
ANTI-GRAFFITI COATING.
2. ASTM C450 TYPE III GRAY CEM ENT.
92 27q 3. Pc @ 28 DAYS=7,000 PSI,USING SPUN CYLINDER TEST.
POLE WIRE EXIT TOP DETAIL 4. Pc @ 28 DAYS=5,000 PSI,USING ASTM C-31 CYLINDER TEST.
LENGTH •
44?_g• � 5. POLES MANUFACTURED TO ASTM C-1089-13 SPECIFICATIONS.
PdLE HANDHOLE h 6. PROTECTIVE COAT EXPOSED P.C.WIRES AT POLE ENDS.
AMERON I.D. TAG 7. PRESTRESSED WITH(8)9 MM DIA A-421 PRESTRESSING TENDONS.
HEIGHT ADMPOLE ORIENTATION 8. MODFE:POLE BOTTOM PREPARATION FOR FREEZING OR CORROSIVE COASTAL B 09/21/2018 100%CONSTRUCTION
GRADE 1 2 CLEAR ENVIRONMENTS;SEE DOCUMENTATION. A 09117/2018 90%CONSTRUCTION
2C 6" COVER (nP) 9. MODDCI:CORROSION INHIBITOR ADMIXTURE MODIFICATION. REV DATE DESCRIPTION
10.THE POLE DEPICTED ON THIS DRAWING IS DESIGNED TO WITHSTAND THE LOADS
IMPARTED BY(1)TOP MOUNTEDANTENNA(NOT TO EXCEED 6.1 SQ FT EPA,115
(8) 9mm PRESTRESSING LBS)&(1)SINGLE CLAMP ON ARM(NOT TO EXCEED 6'LENGTH,2.5 SQ.FT.EPA,
SPUNCAST, STEEL'MIRES 35 POUNDS)WITH THEARM HOLDING A DOWNWARD FACING AREA OR PENDANT
PRESTRESSED ASTM A421 LUMINAIRE(NOT TO EXCEED 2.5 SQ.FT.EPA,50 POUNDS);THE POLE DEPICTED
CONCRETE POLE
1-3/4'WALL IS DESIGNED TO WITHSTAND THE LOADS IMPARTED BY THE LIMA,LUMINAIRE&
HAND HOLE #12 GA. SPIRAL ANTENNA AS DESIGNED PER THE ASCE 7-10 USING A 110 MPH WIND ZONE
AMERON I.D.TAG O 0' FRAME STEEL WIRE AT 3' PITCH (3-SECOND GUSTS),RISK CATEGORY 2,NON-BUILDING STRUCTURE,EXPOSURE
J8 GA z 6" ASTM A1064 C,SITE CLASS D,WITH SURFACE ROUGHNESS CATEGORY C,WITH NO HILL NOR
2-1/4" x 8-5/8" HANDHOLE BARE COPPER ESCARPMENT CONSIDERED.SEISMIC IS PER ASCE 7-10,CALIFORNIA BUILDING
WITH CAST ALUMINUM FRAME GROUNDWIRE #11 CA. LONGITUDINAL CODE USING A MAXIMUM Ss=1.549&S1=0.578.PLEASE CONTACT&ADVISE
k FLUSH COVER o O' SPIRAL CAGE WIRE STEEL WIRE WELDED MANUFACTURER IF INTENDED LOADING EXCEEDS THESE VALUES.
COVER TO BE ATTACHED PRIOR (AT FRAME LOCATION) TO SPIRAL WIRE
AM
TO SHIPMENT WITH STANDARD B GROUND WIRE ARE ASTM A1064
(STD) DOOR SCREWS TO BE CONNECTED k
SECURED PRIOR TO
(2 7 CASTING CONCRETE POLE SECTION
GRADE LINE APPROVED BY DATE
3" **SPECIAL GRADE ANCHORS" IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
M SQUARED WIRELESS ARE ACTING ENGINEER,
DIRECTION THIS
(4) 1" % 36"%4" GALV. ANCHOR (4) 1-1/4" DIA X 1-3/4" LG. PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
BOLTS WITH HEX NUTS AND 12' SO, z 1" THK. BASE SLOTS EQUALLY SPACED O 90'
WASHERS ASTM F1554 GR.55 PLATE,ASTM A36. APART ON A 12" TO 13" DIA
(P/N: 42026E OR EQUIVALENT BY GALVANIZED STEEL BOLT CIRCLE HUNTINGTON BEACH, CA
OTHERS). FOUNDATION DESIGN IS
BY OTHERS. SPECIFIC FOUNDATION
DESIGNS MAY REQUIRE ALTERNATIVE DESIGNS POLE WITH 6'ARM ASSEMBLY SITE ID:CSTAM 007
)ED
BOLT REQUIREMENTS
6" f 1/2" I.D. RACEWAY THIS DOCUMENT CONTAINS I/iaRMA7IDN'YN%5I S PROPPoETARY TO NATIONAI OLWEIl VARCO.R SHALL NOT BE 3714[CS]LAKE AVENUE(SLC0902)
REPRODUCED,USED OR DISCLOSED TO ANYONE WnHOUT THE PRIOR WRITTEN PERMISSION OF NATIONAL OILMELL VARCO2 NEWPORT BEACH,CA 92663
BASE PLATE DETAIL DRAWN: A.F. DATE: 12/12/2018
Ak
ier �11 SCALE: DWG. NO.
((�� R/E�V
COMPLIANCE TO ANY CODE MDT EXPLICITLY LISTED ON THIS DRAWING IS NOT GUARANTEED. N.T.S. 1 U 1 2—V 2 7 A S PLEASE CONTACT NATIONAL OfLWELL VARCO IF YOU HAVE SPECfFIC CODE REQUIREMENTS.
HEETTITLE
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 (1) NEW 2205 RADIO &
ACaR NEW ANTENNA at&t
• D-1 D-1
• AC SOURCE (1) FUTURE RADIO
• EIITTHER B2DORRB66AARE SAME BAND, pi (2) NEW 2203 RADIO
AWS/PCS/WCS 5GHz RRH-3: (LAA), 2T2R MECHANICAL
• USE OF DOUBLE MOUNTING BRACKETS
a a a a a a CPRI CASCADING RRH-1/RRH-2 CONNECTION, TYP.
+ + + 44 (1) NEW 2205 RADIO & / /
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 OPR QC EQUIPMENT TO GROUND BUS
PSU PSU
.
NEW GROUND D1 NEW RAYCAP DISCONNECT WITH M SQUAR(•J
FIBER BUS BAR
RRH-2 INTEGRATED SURGE PROTECTION t
WIRELE S SB2 OR B66A
OPR/QC NEW DISCONNECT O 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
D-1 'DRAWN BY: AL
DISCONNECT
FIBER CHECKED BY: MM
8 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
B 09/21/2018 100%CONSTRUCTION
EXOTHERMIC WELD NEW 1" SCH-80 PVC CONDUIT; A 09/17/2018 90%CONSTRUCTION
DARK FIBERS CONNECTION TO NEW #12 AWG THHN/THWN STRANDED REV DATE DESCRIPTION
TO/FROM HUB GROUND ROD
-_
NEW 120V POWER SERVICE
NEW 5/8"0 x 8'-0" OFE55rfl
COPPER—CLAD STEEL
GROUND ROD I �4 JIpT
EXISTING POWER SUPPLY + 0'.
coDip 02
r�
PICO PLUMBING DIAGRAM 11.17' SCALE: NTS 5 GROUNDING SCHEMATIC 11 x36.. SCALE: NTS 3 SINGLE LINE DIAGRAM 11%17 SALE: ITS 1 54 7
11"x17" SCALE: NTS
9��OF CA4�F�
CIO-
STRIKESORB 120V
a PROTECTION
I IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
DISCONNECT SWITCH ARE ACTING UNDER THE DIRECTION OF A LICENSED
IfYF11L
PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
Q
- 5
m D-1
W SITE ID:CSTAM 007
p1 CONNECTION FOR POWER IN 3714[CS]LAKE AVENUE(SLC0902)
4I NEWPORT BEACH,CA 92663
1 JUMPER GROUND
O CONNECTIONS
DEAD-FRONT FOR LIVE
7 AMP CIRCUIT BREAKERS
COMPONENTS I SHEET TITLE
ELECTRICAL DETAILS
CHASSIS GROUND CONNECTION
SHEET NUMBER
E-1
NOT USED 24"x36" SALE ITs 6 NOT USED 24"x36" SALE: ITS 4 BREAKER SCHEDULE 24"x36" SCALE: NTS
11'%17" SCALE: ITS 11"x17" SCALE: NTS 11%17" SCALE: NTS 2