HomeMy WebLinkAbout20210527_Plans_11x17.,; . • 0 ~z u-• C ~! 'O • . -. "' '"' • 0 .o-
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ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN
ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS
ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS
IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE
CODES.
1. 2019 CALIFORNIA ADMINISTRATIVE CODE
2. 2019 CALIFORNIA BUILDING CODE
3. 2019 CALIFORNIA ELECTRICAL CODE
3a. 2017 NATIONAL ELECTRICAL CODE (NEC)
4. 2019 CALIFORNIA MECHANICAL CODE
5. 2019 CALIFORNIA PLUMBING CODE
6. 2019 CALIFORNIA FIRE CODE
7. ANY LOCAL BUILDING CODE AMENDMENTS TO THE ABOVECITY /COUNTY
ORDINANCES
8. CALIFORNIA VEHICLE CODE/WATCHBOOK TRAFFIC CONTROL HANDBOOK.
HANDICAP REQUIREMENTS:
FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED
ACCESS NOT REQUIRED IN ACCORDANCE WITH CALIFORNIA ADMINISTRATIVE
STATE CODE PART 2, TITLE 24, CHAPTER 11 B, SECTION 1103B.
CODE COMPLIANCE
THE FACILITY IS UNMANNED ANO NOT FOR HUMAN HABITATION. A TECHNICIAN
WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT
WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON
DRAINAGE; NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH
DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS NEW .
GENERAL NOTES
PROPERTY OWNER:
ADDRESS:
APPLICANT:
ADDRESS:
LA TITIJDE (NAO 83):
LONGITIJOE (NAO 83):
LONGITIJDE/LA TITIJDE TYPE:
GROUND ELEVATION (NAVO 88):
ADJACENT APN #:
ZONING JURISDICTION:
CURRENT ZONING:
PROPOSED USE:
DIG ALERT
Ut«RGROI.Nl SEFMCE Al..£RT or SOUTHERN CU"ORNA
DIAL TOLL FREE
1-800-277-2600
AT LEAST TWO DAYS
BEFORE YOU DIG
PUBLIC RIGHT OF WAY
1991 PORT EDWARD CIR
NEWPORT BEACH, CA 92660
AT&T
1452 EDINGER A VE, 3rd FLOOR,
TIJSTIN, CA 92780
33' 36' 57.91" N
33.616086'
117' 51' 27.85" W -117.857736'
NAO 83
258.45' A.M.S.L
458-284-04
CITY OF NEWPORT BEACH
PUBLIC RIGHT OF WAY
UNMANNED TELECOMMUNICATIONS FACILITY
SITE INFORMATION
PROJECT MANAGER:
AT&T Mobility
1452 Edinger Ave.
Tustin, CA 92780
CONTACT: Stacey Brown
714-273-5261
sb6766@ott.com
SAC/ZONING/PERMITTING:
Bechtel Infrastructure & Power Corp.
16808 Armstrong Ave.
Irvine, CA 92606
CONTACT: John Tseheridis
946-372-4519
jtseheri@bechtel.com
RF ENGINEER:
AT&T Mobility
1452 Edinger Ave.
Tustin, CA 92780
CONTACT: Mohesh Kolur
714-566-7311
mk5852@ott.com
ENGINEER:
Bechtel Infrastructure & Power Corp.
16808 Armstrong Ave.
Irvine, CA 92606
CONTACT: George Moroles
949-372-4476
gmoroles@bechtel.com
CONSTRUCTION GC:
Bechtel Infrastructure & Power Corp.
16808 Armstrong Ave.
Irvine, CA 92606
CONTACT: Jon Awerkomp
949-372-4445
jowerkom@bechtel.com
SENIOR TECHNICAL PROJECT MANAGER:
AT&T Mobility
1452 Edinger Ave.
Tustin, CA 92780
CONTACT: Don Vozenilek
562-716-4647
dv5 7 4p@ott.com
PROJECT TEAM
6
SITE NAME: NWPTB NODE 015A
SITE NUMBER: CRAN RLOS NWPTB 015 - - -
PROJECT: CRAN/ SMALL CELL/ MICRO
USID #:230808
PACE#: MRLOS056311
at&t
POLE TYPE: (N) STEEL POLE
POLE ID #: 3454
SITE ADDRESS: 1991 PORT EDWARD CIR
NEWPORT BEACH, CA 92660
VICINITY MAP LOCAL MAP
DRIVING DIRECTIONS FROM AT&T TUSTIN OFFICE:
GET ON STATE RTE 55 S IN SANTA ANA FROM EDINGER AVE, CONTINUE ON STATE RTE 55 S. TAKE CA-73 S TO BONITA
CANYON DR IN NEWPORT BEACH. TAKE EXIT 12 FROM CA-73 S, CONTINUE ON BONITA CANYON DR. TURN LEFT ONTO SAN
MIGUEL DR, TURN RIGHT ONTO PORT DUTTON DR, TURN RIGHT ONTO NEWPORT HILLS DR E, THE SITE WILL ON THE RIGHT.
DRIVING DIRECTIONS
5 4 3
IF USING 11"X17" PLOT, DRAWINGS WILL BE HALF SCALE
CONSTRUCTION DRAWING
THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS & AUTHORIZE THE
SUBCONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL DOCUMENTS ARE
SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT & MAY IMPOSE CHANGES OR
MODIFICATIONS.
APPROVED BY: INITIALS: DATE:
AT&T RF ENGINEER: -----------------+----+------t
AT&T OPERATIONS: -----------------t-----+------t
SITE ACQUISITION MANAGER: __________________ ,__ ___ ___,,
PROJECT MANAGER: ________________ +-----+------
ZONING VENDOR-· -----------------+---+------1
LEASING VENDOR: -----------------+----+------1
CONSTRUCTION MANAGER: --------------+----+-----I
A/E MANAGER: _________________ -+---+------I
PROPERTY OWNER:----------------~---~-------1
APPROVALS
SCOPE OF WORK:
AT&T PROPOSES TO MODIFY, OPERATE AND MAINTAIN PROPOSED UNMANNED
TELECOM FACILITY. THE SCOPE WILL CONSIST OF THE FOLLOWING:
1. AT&T TO REMOVE (E) CONCRETE STREET LIGHT POLE AND INSTALL (N)
STEEL STREET LIGHT POLE ON (N) POLE FOUNDATION AT SAME LOCATION.
2. INSTALL (1) (N) OMNI ANTENNA AND (1) (N) SHROUD ON TOP OF (N)
STREET LIGHT POLE
3. (1) (N) RRUS-4449 85/812 WITH (2) (N) PSU AC 08 UNITS, (1) (N)
RRUS-4415 825 WITH (1) (N) PSU AC 08 UNIT & (1) (N) SPD UNIT
WITHIN ( 1) (N) POLE BASE PEDESTAL.
4. INSTALL (1) (N) 17"x30" FIBER PULL BOX BY AT&T WIRELINE
5. INSTALL (1) (N) 17"x30" SCE PULL BOX BY AT&T MOBILITY.
6. INSTALL (1) (N) 17"x30" AT&T POWER PULL BOX WITH WTR/FSB BY
AT&T MOBILITY.
7. GC TO TRENCH & INSTALL CONDUITS FOR POWER/FIBER AS REQUIRED.
PROJECT DESCRIPTION
SHEET DESCRIPTION
T-1 TITLE SHEET
T-2 LEGEND, ABBREVIATIONS AND GENERAL
LS-1 TOPOGRAPHIC SURVEY (BY OTHERS)
A-1 SITE PLAN AND CITY OF NEWPORT BEACH NOTES
A-2 ENLARGED SITE PLAN
A-3 ELEVATIONS
A-4 SITE IMAGE & ELEVATION
A-5 EQUIPMENT DETAILS
A-6 EQUIPMENT DETAILS
A-7 CITY STANDARD DETAILS
E-1 ELECTRICAL AND GROUNDING DETAILS
E-2 LUMINAIRE SPECIFICATIONS (FOR REFERENCE)
UD-1 CONCEALFAB POLE # 900794_6 DETAILS (BY OTHERS)
UD-2 FOUNDATION DETAILS
TCP-1 TRAFFIC CONTROL PLAN
SHEET INDEX
SUBCONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON
THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY
DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME.
DO NOT SCALE DRAWINGS
2
APPLICANT:
at&t
Mobility
1452 EDINGER AVENUE, 3rd FLOOR
TUSTIN, CA 92780
ENGINEER:
BECHTEL INFRASTRUCTURE
AND POWER CORPORATION
16808 ARMSTRONG AVENUE,
SUITE 225, IRVINE, CA 92606
(°RAWN BY:
CHECKED BY:
1
0
A
REV
REVISIONS:
05/26/21 REVISEO PER CITY
COMMENTS
07/15/20 ISSUED EOR PERMIT/
CONSTRUCTION
06/05/20 ISSUED FOR REVIEW
DATE DESCRIPTION
LICENSER:
PROJECT INFORMATION:
NWPTB NODE 01 SA
1991 PORT EDWARD CIR
NEWPORT BEACH, CA 92660
BECHTEL DRAWING NUMBER
26134-617-C0-0000-01032-001
SHEET TITLE:
TlllE SHEET
SHEET NUMBER:
T-1
SB
SAS
SRR
BY
D
C
B
A
PA2021-123
LEGEND
Q NEW ANTENNA
EXISTING ANTENNA
GROUND ROD
,--,
•
■
GROUND BUS BAR
MECHANICAL GRNO. CONN .
CADWELD
GROUND ACCESS WELL
(I] ELECTRIC BOX
CD TELEPHONE BOX
LIGHT POLE
FNO. MONUMENT
SPOT ELEVATION
SET POINT
REVISION
GRID REFERENCE
OET AIL REFERENCE
ELEVATION REFERENCE
~ SECTION REFERENCE
ABBREVIATIONS
A A.B. ABV.
AMPERE ANCHOR BOLT ABOVE
( I
CD
---A---.
--ou---
---x---
--OHT/OHP--
---OHT---
---OHP---
--E--
--F/P--
EMT.
E.N. ENCL. ENG.
AC ACCA AOD'L A.F.F.
A.F.G. A.G.L. AIC ALUM.
ALT. ANT. APPROX. ARCH.
AT.
ALTERNATE CURRENT /AIR CONDITIONER AlfTEN~ CABLE COVER AS~EMBLY EQ. EXST.(E) EXP. EXT.
AWG. BATT.
BO.
BLOG. BLK. BLKG.
BM. B.N. BR. BRKR.
BTCW.
BTS. B.O.F.
B/U C CAB. CANT.
CB.
COMA COUK C.I.P.
CKT. CLG. CLR. CMU
COL. CONC. CONN.
CONST. CONT. d DBL.
DC OEM. DEPT.
D.F. DIA. OIAG. DIM.
OWG. OWL. EA.
EGR.
EL ELEC. ELEV.
AODITIONAL ABOVE FlNISHED FLOOR ABOVE FINISHED GRADE
ABOVE GROUND LEVEL AMPERE INTERRUPTING CAPACITY ALUMINUM
ALTERNATE ANTENNA APPROXIMATE(LY) ARCHITECT(URAL)
AMPERE TRIP AMERICAN WIRE GAUGE BATTERY BOARD
BUILDING BLOCK BLOCKING BEAM
BOUNDARY NAILING BRANCH BREAKER
BARE TINNED COPPER WIRE
BASE TRANSMISSION SYSTEM BOTTOM OF FOOTING BACK-UP CABINET
CONDUIT CABINET CANTILEVER(ED)
CIRCUIT BRtAK'ER
CODE-DIVISION MULTIPLE ACCESS (2G & 3G)
CONSOLIDATION DISTRIBUTION UNIT KIT CAST IN PLACE CIRCUIT
CEILING CLEAR CONCRETE MASONRY UNIT (JAMB BLOCKS)
COLUMN CONCRETE CONNECTION(OR)
CONSTRUCTION CONTINUOUS PENNY (NAILS) DOUBLE
DIRECT CURRENT DEMAND DEPARTMENT DOUGLAS FIR
DIAMETER DIAGONAL DIMENSION DRAWING(S)
DOWEL(S) EACH EMERGENCY GENERATOR RECEPTACLE
ELEVATION
ELECTRICAL ELEVATOR
6
F FAS. FAC.
F/A F.F. F.G. FIN. FLR. FLUOR
FON. F.O.C. F.O.M.
F.O.S. F.0.W. F.S. FT.(')
FTG. FU G
GR
GA. GEN. GI. G.F.C. I.
GLB. (GLU-LAM) GND
GPS
GRNO.
GSM HDBC HOR.
HGR. HPS HT.
ICGB.
IN.(") INT.
LB.(#) L.B. L.F. LG.
L. LPS LTE MAS.
MAX. M.B. MECH. MFR.
MIN. MISC. MLO
MTD.
MTG. MTL.
I
GROUT OR PLASTER
(E) BRICK
(E) MASONRY
CONCRETE
EARTH
GRAVEL
PLYWOOD
SAND
WOOD CONT.
WOOD BLOCKING
STEEL
CENTERLINE
PROPERTY /LEASE LINE
MATCH LINE
WORK POINT
GROUND CONDUCTOR
COAXIAL CABLE
OVERHEAD SERVICE CONDUCTORS
CHAIN LINK FENCING
--T --
--T/E--
--G--
--so--
--w
--s
CJJ
CH
ErE
E-<E---3
l-0
4=::f>
OVERHEAD TELEPHONE/OVERHEAD POWER
OVERHEAD TELEPHONE LINE
K)
OVERHEAD POWER LINE
POWER RUN
FIBER/POWER RUN
ELECTRICAL METALLIC TUBING
EDGE NAIL ENCLOSURE ENGINEER
EQUAL EXISTING EXPANSION EXTERIOR
FUTURE FABRICATION(OR) FACTOR FIRE ALARM
FINISH FLOOR FINISH GRADE FINISH(ED) FLOOR
FLUORESCENT FOUNDATION FACE OF CONCRETE FACE OF MASONRY
FACE OF STUD FACE OF WALL FINISH SURFACE FOOT (FEET)
FOOTING FUSE GROUND
GROWTH (CABINET)
GAUGE GENERATOR GALVANIZE(D) GROUND FAULT CIRCUIT INTERRUPTER
GLUE LAMINATED BEAM GROUND
GLOBAL POSITIONING SYSTEM
GROUND
Cl
l-0
MTS.
N
fu~MA NO.(#)
N.T.~·-OBIF OH o.c. OPNG. p
P/C PCS PH PLY. PNLBD
PPC PRC PRI P.S.F.
P.S.I. P.T. PWR. QTY. RAD.(R) RBS
RCPT.
REF. REINF. REQ'D.
RGS. RRU
GLOBAL SYSTEM MOBILE (2G+ MOBILE TECH.) HARD DRAWN COPPER WIRE
RX-AIT
SAF
SCH. SDBC SEC
SHT. SIM. S.N. SPEC.
SQ.
HEADER
HANGER HIGH PRESSURE SODIUM HEIGHT
ISOLATED COPPER GROUND BUS
INCH(ES) INTERIOR POUNO(S)
LAG BOLfS LINEAR FEET (FOOT) LENGTH LONG(ITUOINAL)
LOW t'RESSURt SODIUM LONG TERM EVOLUTION (4G MOBILE TECH.) MASONRY
MAXIMUM MACHINE BOLT MECHANICAL MANUFACTURER
MINIMUM MISCELLANEOUS MAIN LUGS ONLY
MOUNTED
MOUNTING METAL
5
S.S. STD.
STL. STRUC. SURF SW TEL.
TEMP. THK. TMAS
T.N. T.0.A. T.0.C.
T.O.F. T.O.P.
T.O.S. T.0.W. TYP.
I
TELEPHONE LINE
POWER/TELCO RUN
GAS LINE
GROUNDING CONDUCTOR
STORM DRAIN
WATER LINE
SEWER LINE
CONDUIT UNDERGROUND
FUSE, SIZE AND TYPE AS INDICATED.
SAFETY SWITCH, 2P-240V-60A W/60A FUSES, NEMA 3R
ENCLOSURE, SQ O CATALOG NO. H222NRB
MANUAL TRANSFER SWITCH, 2P-240V-200A, NO FUSE, NEMA 3R ENCLOSURE
LIGHTING FIXTURE, FLUORESCENT, 10.94" x 4'-0", 2/40W, SURFACE MOUNTING TYPE, HUBBELL LIGHTING CATALOG
#WSW232T
LIGHTING FIXTURE. FLUORESCENT, 10.94" x a·-o·, 2/95W,
SURFACE MOUNTING TYPE. HUBBELL LIGHTING CATALOG
jTWSM232T
LIGHTING FIXTURE, HIGH PRESSURE SODIUM, 1/70W, WALL
MOUNTING TYPE, HUBBELL LIGHTING CATALOG #NRG-307
OR 1/50W, HUBBELL LIGHTING CATALOG #NRG-121
EXIT SIGN, THERMOPLASTIC LED, SINGLE FACE, UNIVERSAL
MOUNTING, W/BATTERY PACK, HUBBELL LIGHTING CATALOG
#PRB
COMBINATION, EXIT SIGN & EMERGENCY LIGHTING,
HUBBELL LIGHTING CATALOG #PRC
EMERGENCY LIGHTING, 2/50W, HUBBELL LIGHTING CATALOG
#HE6-50-2-R91
LIGHTING FIXTURE, INCANDESCENT, 1/100W, WALL
MOUNTING TYPE, HUBBELL LIGHTING CATALOG
#BRH-100-06-1
LIGHTING FIXTIJRE, HALOGEN, QUARTZ, 1/300W, HUBBELL
LIGHTING CATALOG jOL-505
LIGHTING FIXTURE, 1/175W. METAL HALIDE, HUBBELL CAT
#MIC-D 175H-336
5/8" X 1 D' -0" ,CU. GND ROD 3D" MIN. BELOW GRADE.
MANUAL TRANSFER SWITCH
NEUTRAL NEW NATIONAL ELECTRICAL MANUFACTURERS ASSOC.
NUMBER NOT TO SCALE OPTICAL BASEBAND INTERFACE OVERHEAD
ON CENTER OPENING POLE PRECAST CONCRETE
PERSONAL COMMUNICATION SERVICES PHASE PLYWOOD PANELBOARD
POWER PROTECTION CABINET PRIMARY RADIO CABINET PRIMARY
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH PRESSURE TREATED POWER (CABINET) QUANTITY
RADIUS RADIO BASE STATION (BASE STATION 3G NETWORKS)
RECEPTACLE
REFERENCE REINFORCEMENT(ING) REQUIRED
RIGID GALVANIZED STEEL REMOTE RADIO UNIT (RADIO TRANSCEIVER)
RECEIVER AIR INTERFACE TRAY
SAFETY
SCHEDULE SOFT DRAWN BARE COPPER SECONDARY
SHEET SIMILAR SOLID NEUTRAL SPECIFICATION(S)
SQUARE STAINLESS STEEL STANDARD
STEEL STRUCTURAL SURFACE SWITCH TELEPHONE
TEMPORARY THICK(NESS) TOWER MOUNTED AMPLIFIER
(DC SUPPLY VOLTAGE) tOE NAIL TOP OF ANTENNA TOP OF CURB
TOP OF FOUNDATION TOP OF PLATE (PARAPET)
TOP OF STEEL TOP OF WALL TYPICAL
4
U.G. U.L. UMTS U.N.O.
V VAC V.I.F. w
WO W/ W/0 wb.
W.P. WT. WTR. XFER
XFMR XLPE { e
I
i
~
◄
s
Ill
I
5/8" X 10'-0" ,CU. GNO ROD IN
TEST WELL 30" MIN. BELOW GRADE.
CHEMICAL GROUND ROD
(XIT GROUND ROD)
HALO GROUND CONNECTION
CIRCUIT BREAKER
UTILITY METER BASE
TRANSFORMER
STEPDOWN TRANSFORMER
RECEPTACLE, 2P-3W-125V-15A, DUPLEX,
GROUND TYPE, HUBBEL CATALOG #5362
TOGGLE SWITCH, 1P-125V-15A,
HUBBELL CATALOG #HBL 1201CN
TOGGLE SWITCH, 1P-120V-15A, "WP"
IONIZATION SMOKE DETECTOR W/ALARM
HORN & AUXILIARY CONTACT, 120 VAC, CENTEX PART NO. 7100F
POLE
(N) POLE MOUNTED XFMR
(E) POLE MOUNTED XFMR
(N) PAO MOUNTED XFMR
(E) PAO MOUNTED XFMR
CLEARANCE FOR CABINET
UNDER GROUND UNDERWRITERS LABORATORY INC. UNIVERSAL MOBIL TECH. SYS. (3G MOBILE TECH.)
UNLESS NOTED OTHERWISE
VOLT VOLT ALTERNATING CURRENT VERIFY IN FIELD WATT OR WIRE
WIDE(WIDTH) WITH WITHOUT
WOOD
WEATHERPROOF WEIGHT WIRELESS TRANSMISSION RATE TRANSFER
TRANSFORMER CROSS-LINK POLYETHYLENE CENTERLINE
PLATE, PROPERTY LINE
3
GENERAL NOTES
1. THE FACILITY IS AN UNOCCUPIED DIGITAL TELECOMMUNICATION FACILITY.
2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS NOTED OTHERWISE. THE WORK
SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND
LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE
DRAWINGS.
3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS SHALL VISIT THE
JOB SITE AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD
CONDITIONS AND DIMENSIONS, AND CONFlRMING THAT THE WORK MAY BE
ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE
IMPLEMENTATION ENGINEER ANO ENGINEER PRIOR TO PROCEEDING WITH
THE WORK.
4. THE CONTRACTOR SHALL OBTAIN, IN WRITING, AUTHORIZATION TO PROCEED
BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS.
5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN
ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS
SPECIFICALLY INDICATED OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE.
6. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT
ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES.
CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS,
ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. MECHANICAL AND
ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL
APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL
AND STATE JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE
REGULATIONS.
7. THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK,
USING THE BEST SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE
SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,
TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL
PORTIONS OF THE WORK UNDER THE CONTRACT INCLUDING CONTACT AND
COORDINATION WITH THE IMPLEMENTATION ENGINEER ANO WITH THE
LANDLORD'S AUTHORIZED REPRESENTATIVE.
8. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED AND
FlRE CODE APPROVED MATERIALS.
9. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS
THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL
PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION.
10. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR
MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR
CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF
THE WORK.
12 11. REPRESENTATIONS OF TRUE NORTH, OTHER THAN THOSE FOUND ON THE
PLOT OF SURVEY DRAWING, SHALL NOT BE USED TO IDENTIFY OR ESTABLISH THE BEARING OF TRUE NORTH AT THE SITE. THE CONTRACTOR
SHALL RELY SOLELY ON THE PLOT OF SURVEY DRAWING AND ANY
SURVEYOR'S MARKINGS AT THE SITE FOR THE ESTABLISHMENT OF TRUE
J3
NORTH, AND SHALL NOTIFY THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK IF ANY DISCREPANCY IS FOUND BETWEEN THE VARIOUS
ELEMENTS OF THE WORKING DRAWINGS AND THE TRUE NORTH
ORIENTATION AS DEPICTED ON THE CIVIL SURVEY. THE CONTRACTOR SHALL
ASSUME SOLE LIABILITY FOR ANY FAILURE TO NOTIFY THE ENGINEER.
12. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, PAVING, CURBS, VEGETATION, GALVANIZED
SURFACES, ETC., ANO UPON COMPLETION OF WORK REPAIR ANY DAMAGE
THAT OCCURRED DURING CONSTRUCTION TO THE SATISFACTION OF AT&T.
13. KEEP GENERAL AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT,
DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM
PAINT SPOTS, DUST OR SMUDGES OF ANY NATURE.
14. BEFORE ORDERING AND/OR BEFORE
FABRICATING/CONSTRUCTING/INSTALLING ANY ITEMS, VERIFY THE TYPES AND
QUANTITIES.
15. CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE AND
KEEP SAME ON SITE WHENEVER PERSONNEL ARE ON SITE.
16. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE
SITE AND NOTIFY THE PROJECT MANAGER OF ANY DISCREPANCIES BEFORE
STARTING ANY WORK.
17. CONTRACTOR TO PROVIDE COMPLETE SET OF AS BUILT DRAWINGS WITHIN 10 WORKING DAYS OF PROJECT COMPLETION.
18. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION OR THE FABRICATION OF
MATERIALS TO BE INSTALLED AT THE SITE, THE CONTRACTOR SHALL FIELD
VERIFY ALL DIMENSIONS INCLUDING AS-BUILT DIMENSIONS OF EXISTING
STRUCTIJRES OR STRUCTURAL ELEMENTS HAVING A BEARING ON THE
SCOPE OF THE WORK TO BE PERFORMED. IF ANY DISCREPANCY IS FOUND
BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND THE
DIMENSIONS OR CONDITIONS FOUND TO BE EXISTING IN THE FIELD, THE
CONTRACTOR SHALL NOTIFY THE ENGINEER AND OBTAIN DESIGN
RESOLUTION PRIOR TO PROCEEDING WITH THE PORTION(S) OF THE WORK
AFFECTED. THE CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY
FAILURE TO SO NOTIFY THE ENGINEER AND OBTAIN RESOLUTION BEFORE
PROCEEDING.
19. CONTRACTOR TO RETURN (E) STREET LIGHT AND LIGHT ARM TO THE CITY
OF NEWPORT BEACH UTILITIES YARD. IF DAMAGED DURING THE REMOVAL,
CONTRACTOR SHALL BE REQUIRED TO PURCHASE AND DELIVER A
REPLACEMENT. CITY OF NEWPORT BEACH UTILITIES YARD: 949 W. 16TH
STREET NEWPORT BEACH CA 92663. CONTRACTOR SHALL DISPOSE OF THE
EXISTING STREET LIGHT POLE AND ARMS IF UNWANTED BY THE CITY FOR
ANY REASON.
11
I 2 I
APPLICANT:
1452 EDINGER AVENUE, 3rd FLOOR
TUSTIN, CA 92780
ENGINEER:
-BECHTEL INFRASTRUCTURE
AND POWER CORPORATION
168D8 ARMSTRONG AVENUE,
SUITE 225, IRVINE, CA 92606
l°RAWN BY:
CHECKED BY:
D
-
t,--..... --..,.--R•E-v_1s.1o_N_s_, ____ _,, __ ,t c
1 05/26/21
0 07/15/20
A 06/05/20
REV DATE
REVISED PER CITY
COMMENTS
ISSUED FOR PERMIT/
CONSTRUCTION
ISSUED FOR REVIEW
DESCRIPTION
SB
SAS
SRR
BY
I--------L-IC•E•N•S•E•R•:--------1.-
PROJECT INFORMATION:
NWPTB NODE 015A
1991 PORT EDWARD CIR
NEWPORT BEACH, CA 92660
BECHTEL DRAWING NUMBER
26134-617-C0-0000-01032-001
SHEET TITLE:
LEGEND, ABBREVIATIONS
AND GENERAL
SHEET NUMBER:
T-2
B
-
A
PA2021-123
NEWPORl
CENTER
Rog~rs Gar<lRns Q
Pl~z;i 9
Shorniar, L1brocy
& Gnrdens
Blltk Gully R~,:~;v,,
NOTES,
(i_)
CORONA
DEL MAR
VICINITY MAP 0
~IS IS NOT A BOUNDARY SURVEY. THIS IS A SPECIALIZED TOPOGRAPHIC MAP. THE
PROPERTY LINES AND EASEMENTS SHOWN HEREON ARE FROU RECORD INFORMATION AS
NOTED HEREON. A.JK EhGl'EER hG ANJ SURVEY TRANSLATED THE TOPOGRAPHIC SURVEY TO
RECORD INFORMATION USING FOUND MONUMENTS SHOWN HEREON.
2. THE HEIGHTS AND ELEVATIONS FOR TH[ TREES, BUSHES ANO OIH[R LIVING PLANTS SHOWN
HEREON, SHOULD BE CONSIDERED APPROXIMATE (+/-) ANO ONLY FOR THE OAT[ OF [HIS
SURVEY. THEY ARE PROVIDED AS A GENERAL REFERENCE ANO SHOULD NOT BE USED FOR
DESIGN PURPOSES.
J. FIELD SURVEY COMPLETED ON 1E:c>IEFR I . , 2C 19
4. RIGHT or WAY WAS ESTABLISHED BY LOCATltlG FOUND CENTERLINE CITY OR COUNTY
MONUIJENTS.
5. If CENTERLINE IJONUM[NTS WERE NOT LOCATABLE, THE CENTERLINE OFFSET TIES WERE USED
TO ESTABLISH THE IIHERSECTIONS.
6. If NEITHER C[Nl[RLIN[ TIES OR C[Nf[RUN[ INTERSECflON MONUMENTS WERE LOCATABLE,
EXISTING IMPROVEM[NfS WERE USED TO [STABLISH RIGHTS Of WAY.
7. All SHOWN RIGHTS OF WAY WERE BASED UPON RESEARCH AT COUNTY OR CITY fll[S ANO
REFLECT TH[ LAT[Sf RECORDED MAPS, RECORDS Of SURVEY, PARCEL MAPS OR OTHER
RECORDS. RIGHTS Of WAY Will NOf R[fl[Cf ANY DEDICATION, fAK[N OR OFFERED AFTER
THE RECORD MAP USED. All SURVEYS WERE COMPLETED WITHOUT THE BENEFIT Of A
CURRENT TITLE R[PORI ANO MAY NOT SHOW ADDITIONAL DEDICATIONS NOT SHOWN ON fH[
RECORD IMPS USED.
NI
LEGEND
BASIS OF BEARING
REFERENCE:
I. TRACT NO. 70J I
RECOROED OAT[ APRIL 8, 1971
BOOK 277 PAGE 21-24
2. TRACT NO. 7030
RECORDED OAT[ JULY 2. 1970
BOOK 269 PAGE 18-22
CENTER LINE
------PROPERTY UN[
---o---:i-------WROUGHf IRON FENCE
·------•-•·---CMU WALL
BFP BACK FLOW PREVENTER
Bl'/ BACK or WALK
CB CAfCH BASIN
EG EXISTING GRADE
EP EDGE Of PAVEMENT
FS FINISH SURFACE
GV GAS VALVE
HH HANOHOLE
JB JUNCTION BOX
0 MH MANHOLE
TC TOP Of CURB
Tl TOP Of LIGHT POLE
T\'I TOP Of VIALL
SCALE: 1:100 VL VAULT
VT V['1T
OVERALL SITE PLAN VIM WATER METER
VN WATER VALVE
------------
C,-----0 EXISTING STREET LIGHT
EXISTING TRAFFIC SIGNAL
_o_ EXISTING SIGN
E-----GUY \'/IRE
____Q__ POWER POLE
'T:f FIRE HYDRANT
-'''i-:·
> .. ,,. ~ TREE
EXISTING CONCRETE
EXISTING GRASS/TURF
MONUMENTS
@ t-.!ONUMEMT f"D.
~~~~5o; ~~l~l (27'-2"-A.c_G'.l~)---------/,---'"-,'Y
-------
/'--
~ I V I
~ ELEVATION /
285.16' A.M.S.l (26'-9"A.G.L~
'ct/
I
~11
----------
DETAIL "B"
APN
458-284-06
-,
CABINET
ISSUE STATUS
REV. DATE DESCRIPTION
12/13119 FINAL SURVEY
23072 LAKE CENTER OR., SUITE 211
LAKE FOREST, CA 92630
714.624.9027
BY
LJ
PROPRIETARY INFORMATION
THE INFORMATION CONTAINED IN THIS SET OF
DRAWINGS IS PROPRIETARY & CONFIDENTIAL TO
AT&T
ANY USE OR DISCLOSURE OTHER THAN AS IT
RELATES TO AT&T IS STRICTLY PROHl8lTEO
Lt) ,-
...J cc
(..) .... en a.
== z
SHEET TITLE:
TOPOGRAPHIC
SURV[Y
LS-1
PA2021-123
C ~ ~ >-0 t: a. 0 a a.,3
w .c C O> ·c·;;: c • 0 .c u -
NOTES:
1. IF DIMENSIONS SHOWN ON PLAN DD NOT SCALE
CORRECTLY, CHECK FOR REDUCTION OR ENLARGEMENT
FROM ORIGINAL PLANS.
2. UTILITY DESIGN ANO RUNS ARE PRELIMINARY. PENDING
FINAL DESIGN FROM UTILITY PROVIDERS.
3. PULL BOXES AND LIDS SHALL BE SPECIFIED AS
CONCRETE OR APPROVED EQUAL.
4. REMOVE EXISTING LIGHT POLES AND LIGHT BASE.
REPLACE PARKWAY AND/OR SIDEWALK, IN KIND.
5. CONTRACTOR TO PROTECT IN PLACE ALL SEWER AND
WATER LATERALS WHICH CROSS UNDER/OVER THE
PROPOSED ELECTRICAL TRENCHING.
6. ALL NEW LIGHT POLES SHALL RECEIVE A COATING TO
PROTECT AGAINST GRAFFITI.
7. GENERAL CONTRACTOR SHALL RE-LOCATE ANY SIGNS
ON EXISTING LIGHT POLE TO A NEW LIGHT POLE.
8. EDGE OF NEW ASPHALT PATCH IS A MINIMUM OF
1-FOOT FROM THE EDGE THE TRENCH, ON BOTH SIDES.
NEW ASPHALT SHALL BE PLACED (1-INCH) THAN THE
EXISTING ASPHALT, AND A MINIMUM OF 4" THICK. REPLACE
IN KIND.
9. WHERE THE EDGE OF NEW ASPHALT PATCH IS WITHIN
2-FEET OF THE EDGE OF GUTTER ALL EXISTING ASPHALT
FROM THE EDGE OF GUTTER TO THE EDGE OF TRENCH
SHOULD BE REMOVED AND REPLACED. IN THE FIELD THIS
IS REFERRED TO AS A 2 FOOT FLOATER.
10. CONTRACTOR TO VERIFY SUB STRUCTURE LOCATIONS
PRIOR TO ANY EXCAVATION.
11 . ALL CONDUCTORS/WIRES & CONDUIT, SHALL BE
INSTALLED IN A NEAT AND TIDY FASHION. ALL EXCESS
WIRE SLACK IS TOO BE REMOVED AND HIDDEN AS MUCH
AS POSSIBLE.
12. ALL NEWLY INSTALLED EQUIPMENT SHALL BE PAINTED
TO MATCH EXISTING POLE, AND OR SURROUNDINGS.
UNLESS PROHIBITED BY MANUFACTURER.
SURVEY NOTE: 1. THE PROPERTY LINE SHOWN HAS BEEN CREATED
WITHOUT THE BENEFIT OF A SURVEY AND IS FOR
REFERENCE ONLY. ALL PROPERTY LINES, EASEMENTS AND
SETBACKS SHALL BE VERIFIED PRIOR TO START OF
CONSTRUCTION. BECHTEL DOES NOT GUARANTEE THE
ACCURACY OF SAID PROPERTY LINES, EASEMENTS, ROADS
AND SETBACKS. THIS SITE PLAN IS NOT A SURVEY AND
IS PROVIDED FOR INFORMATION ONLY
CITY OF NEWPORT BEACH NOTES
1. AN APPROVED ENCROACHMENT PERMIT ID REQUIRED FOR ALLWORK ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY. 2. CONTRACTOR SHALL PROVIDE LANE CLOSURE PLANS PER WATCH HANDBOOK AND STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARDS.
3. CONTRACTOR TO RETURN (E) STREET LIGHT AND LIGHT ARM TO THE CITY OF NEWPORT BEACH UTILITIES YARD. IF DAMAGED DURING THE REMOVAL, CONTRACTOR SHALL BE REQUIRED TO PURCHASE AND DELIVER A REPLACEMENT. CITY OF NEWPORT BEACH UTILITIES YARD:
949 W. 16TH STREET NEWPORT BEACH CA 92663. CONTRACTOR SHALL
DISPOSE OF THE EXISTING STREET LIGHT POLE AND ARMS IF
UNWANTED BY THE CITY FOR ANY REASON. 4. WHEN REMOVED OR DAMAGED BY CONSTRUCTION, ALL CURB, GUTTER AND SIDEWALK SHALL BE REPLACED IN ENTIRE SECTIONS BETWEEN EXPANSIONS JOINTS. NO SAW CUTTING AND PARTIAL PATCHING SHALL BE PERMITTED. ALL CONSTRUCTION DETAILS FOR REPLACEMENT SECTIONS SHALL BE PER CITY OF NEWPORT BEACH STANDARD DRAWINGS. 5. THE CONTRACTOR SHALL REPAIR, REPLACE OR RE-ROUTE ALL LANDSCAPE, IRRIGATION LINES AND FIXTURES AN KIND INCLUDING LINE SIZE, HEAD TYPE, SPACING AND CONTROL WHERE DAMAGED BY CONSTRUCTION TO THE SATISFACTION OF THE CITY OF NEWPORT BEACH. 6. THE CONTRACTOR SHALL REPLACE ALL EXISTING GROUNDCOVER,
INCLUDING SAND AND ALL OTHER LANDSCAPING INCLUDING TURF,
SHRUBS, AND/OR TREES IN KIND INCLUDING SIZE, SPECIES AND SPACING WHERE DAMAGED BY NEW CONSTRUCTION TO THE SATISFACTION Of THE CITY Of NEWPORT BEACH. 7. DIRTY OR DAMAGED STREET SIGNS SHALL BE REPLACED BY THE
CONTRACTOR.
DIG ALERT
UNOERCROUHO SEJMCE .Al..£RT Of SOOJliERN CJ,Lf"ORNIA
DIAL TOLL FREE
1-800-277-2600
6
AT LEAST TWO DAYS
BEFORE YOU DIG
12" WATER LINE
16' N FROM C/L
8" WATER LINE
16' N FROM C/L
A.P.N: 458-294-04
\
\
~
--F--FIBER OPTIC CABLE
--F/E--FIBER / ELECTRICAL LINE
--E --ELECTRICAL LINE
C&G CURB & GUTTER
-----CENTER LINE
DWY DRIVEWAY
C/L CENTER LINE
@ MANHOLE
5
~
()<¢-
. / --;?
/ ~'v ~~ .// / ~«. :::::·· x ~<,:; .
/
c:,
V+ --
(E) C&G
3" GAS LINE
I5'-0" S OF C/L
A.P.N: 458-284-03
(N) AT&T PROJECT LOCATION
SEE ENLARGED SITE PLAN
---------·t ~ 9"X14" PULL BOX
r, '--~
(E)
(E) ADA RAMP A.P.N: 458-284-04
·····.,.. ~-.,,_-(E)
'·.
SITE PLAN
4
PULL BOX
2" GAS LINE
34'-Q" E OF C/L
48" OD WATER LINE
16' S FROM C/L--~
24" ID WATER LINE
16' S FROM C/L---~
3
LEGEND:
--E --ELECTRICAL LINE
---G---GAS LINE
--SO---STORM DRAIN
--T --TELEPHONE LINE
--W ---WATER LINE
--S ---SEWER LINE
--F --FIBER OPTIC CABLE
-----CENTERLINE
--F /E--FIBER / ELECTRICAL LINE
@ WATER VALVE
C&G CURB & GUTTER
OWY DRIVEWAY
C/L CENTERLINE
MH MANHOLE
SEWER MH
STORM DRAIN MH
GAS VALVE
MANHOLE
ID WATER INDUSTRIAL WATER
LINE
DO WATER DOMESTIC WATER LINE
FULL SCALE
3" CSG GAS LINE
13'-Q" N OF C/L
'l
1"=20'-o"
1
20 10 0 20 40 FT
/"I
HALF SCALE 1 "=40'-0"
2
APPLICANT:
at&t
Mobility
1452 EDINGER AVENUE, 3rd FLOOR
TUSTIN, CA 92780
ENGINEER:
D
BECHTEL INFRASTRUCTURE_
AND POWER CORPORATION
16808 ARMSTRONG AVENUE,
SUITE 225, IRVINE, CA 92606
(DRAWN BY:
CHECKED BY:
.--,,---,,--R-E_v_1s_1o_N_s, ____ T""_1 c
0
A
REV
05/26/21 REVISED PER CITY
COMMENTS
07/15/20 ISSUED FOR PERMIT/
CONSTRUCTION
06/05/20 ISSUED FOR REVIEW
DATE DESCRIPTION
LICENSER:
PROJECT INFORMATION:
NWPTB NODE 015A
1991 PORT EDWARD CIR
NEWPORT BEACH, CA 92660
BECHTEL DRAWING NUMBER
26134-61 7-C0-0000-01032-001
SHEET TITLE:
SITE PLAN
SHEET NUMBER:
A-1
SB
SAS
SRR
BY
B
A
PA2021-123
C .!! e >-0 t: a. 0 ~ a.8
LEGEND:
-- E --ELECTRICAL LINE
---G---GAS LINE
--SD--STORM DRAIN
--T --TELEPHONE LINE
--W --WATER LINE
--S --SEWER LINE
-- F --FIBER OPTIC CABLE
-----CENTERLINE
--F /E--FIBER / ELECTRICAL LINE
Q9 WATER VALVE
C&G CURB & GUTTER
DWY DRIVEWAY
C/L CENTERLINE
MH MANHOLE (N) 17"X30" FIBER PULL BOX TO
.liQIES;,
1. PULL BOXES TO BE CONSTRUCTED PER STD-204-L.
2. THE PROPOSED HAND HOLES ARE PROVIDED BELOW
GRADE & FLUSHED WITH TOP SURFACE •
3. LANDSCAPING TO BE REPLACED IN KIND.
4. ALL GROUND BOXES, PULL BOX AND WIRE ACCESS
COVERS SHALL HAVE TEMPER RESISTANT/VANDAL
PROOF STAINLESS STEEL HARDWARE.
5. CONTRACTOR/AT&T SHALL BE RESPONSIBLE FOR
EXISTING CONDUIT, WIRE OR CIRCUIT MODIFICATIONS
OR DAMAGE TO "CITY" PROPERTY.
6. ANY REPAIR WORK SHALL MATCH (E) SLOPE PER
STD-180-L DETAIL
7. SIGNAGE SHALL HAVE GRAFFITI COATING.
@ SEWER MH BE INSTALLED BY AT&T WIRELINE -------------~
8. ALL FASTENING HARDWARE SHALL BE STAINLESS
STEEL AND HAVE ANTI SEIZE COMPOUND APPLIED
LIBERALLY.
9. ALL WIRE ACCESS POINTS, GROUND BOXES, POLE
HAND HOLES ETC., WITHIN THE PUBLIC REACH SHALL
HAVE TAMPER RESISTANT ANTI-THEFT STAINLESS @ STORM DRAIN MH ~ ~ @ GAS VALVE
@ MANHOLE
/
/
/
(N) 2"111 CONDUIT WITHIN (N) FIBER
TRENCH FROM AT&T FIBER HH TO STREET
LIGHT FOUNDATION (APPROX. 20' -0")
@
(1) (N) 1-1/2"111 CONDUIT FOR POWER PULL BOX
(WTR/FSB) & 1 "Ill CONDUIT FOR STREETLIGHT
POWER WITHIN (N) POWER TRENCH ROUTED TO
(N) POLE LOCATION (APPROX. 14' -0") @ C,
~ /
/ (N) 1 •111 CONDUIT FOR POWER WITHIN c,
(N) POWER TRENCH ROUTED TO (N)
POLE LOCATION (APPROX. 8' -0")
/
/
/ (N) OMNI ANTENNA TO BE INSTALLED M
WITHIN CONCEALMENT SHROUD ON TOP ~ ~ c,
OF THE (N) STREET LIGHT POLE ~/ 00 G /
(1) (N) RRUS-4449 85/812 WITH (2) (N) / / , /4
PSU AC 08 UNITS, (1) (N) RRUS-4415 825
WITH (1) (N) PSU AC 08 UNIT & (1) (N) ,, ~
SPD UNIT WITHIN (N) POLE BASE PEDESTAL.~·
~ / ~ C,
(E) 9"X14" PULL BOX ---------r~-------..
c,
/
/
3" GAS LINE
'5'-0" S OF C/L \
:,
/
/
/
/
I
I
I
I
I
I
/
DIG ALERT
/
/
/
/
"'
·-!,,
"'
/
----
lmOERGROUND SCR'Y1CC N.£Rl Of SOUTIOH CAU'ORNIA
DIAL TOLL FREE
1-800-277-2600
AT LEAST TWO DAYS
BEFORE YOU DIG
ENLARGED SITE PLAN
6 5 4
STEEL FASTENERS.
<" +-~~ "' ~ 0-<::J
<" ,,, "
'/ O• ,,
~~ v ,t, "' ;i-,,,.' ,, .,,
"'
"'
,J, "'
"' "---:GI~-(N) 17"X30" SCE PULL BOX
(TO BE INSTALLED BY AT&T)
"'
"' 00
--.,,L---=--(N) 17"X30" AT&T POWER /
,/ PULL BOX (WTR/FSB)
INSTALLED BY AT&T MOBILITY
~ ~ /
A.P.N: 458-284-03
---
A.P.N: 458-284-04
"-----a.,___ REMOVE (E) CONCRETE STREET LIGHT POLE
AND INSTALL (N) STEEL STREET LIGHT POLE
ON (N) POLE FOUNDATION AT SAME LOCATION
PER MANUFACTURER'S SPECIFICATIONS (TO BE
INSTALLED BY AT&T MOBILITY) AT 1991 PORT
EDWARD CIR
~ ~ (E) CMU BLOCK WALL
3 2
2'
FULL SCALE
0
e ■--
HALF SCALE
1
3/8"=1'-o"
4 6 FT
3/16"=1'-o"
APPLICANT:
1452 EDINGER AVENUE, 3rd FLOOR
TUSTIN, CA 92780
ENGINEER:
D
BECHTEL INFRASTRUCTURE_
AND POWER CORPORATION
16808 ARMSTRONG AVENUE,
SUITE 225, IRVINE, CA 92606
(DRAWN BY:
CHECKED BY:
1
0
A
REV
REVISIONS:
05126121 REVISED PER CITY
COMMENTS
07115120 ISSUED FOR PERMIT/
CONSTRUCTION
06105/20 ISSUED FOR REVIEW
DATE DESCRIPTION
LICENSER:
PROJECT INFORMATION:
NWPTB NODE 015A
1991 PORT EDWARD CIR
NEWPORT BEACH, CA 92660
BECHTEL DRAWING NUMBER
26134-617-C0-0000-01032-001
SHEET TITLE:
ENLARGED SITE PLAN
SHEET NUMBER:
A-2
C
SB
SAS
SRR
BY
B
A
PA2021-123
NOTE:
1. ALL CONDUCTORS/WIRES & CONDUIT, SHALL BE CONCEALED INSIDE (N) POLE ANO SHROUDED.
2. ALL NEWLY INSTALLED EQUIPMENT SHALL BE PAINTED TO MATCH EXISTING POLE, AND OR SURROUNDINGS. UNLESS
PROHIBITED PER MANUFACTURER REQUIREMENTS
3. ALL THE SIGNAGES ON THE (E) STREET LIGHT POLE SHALL BE RELOCATED ONTO THE (N) STREET LIGHT POLE AT SAME
LEVEL, GC TO REPLACE THE SIGNAGES IF DIRTY OR DAMAGED.
4. STRUCTURAL ANALYSIS AND DESIGN OF (N) STEEL POLE TO BE DONE BY CONCEALFAB.
5. THE CAVITY AROUND THE NEW FOOTING SHALL BE BACKFILLED WITH 1-SACK SLURRY OR CLASS 2 BASE AND
COMPACTED TO 95% COMPACTION.
6. SIGNAGE SHALL HAVE GRAFFITI COATING.
7. ALL FASTENING HARDWARE SHALL BE STAINLESS STEEL ANO HAVE ANTI SEIZE COMPOUND APPLIED LIBERALLY.
8. ALL WIRE ACCESS POINTS, GROUND BOXES, POLE HANO HOLES ETC., WITHIN THE PUBLIC REACH SHALL HAVE TAMPER
RESISTANT ANTI-THEFT STAINLESS STEEL FASTENERS.
$ TOP OF (N) AT&T ANTENNA
ELEV. 30'-1" (A.G.L)
(N) AT&T ANTENNA----------~-,
(N) CABLE CONCEALMENT SHROUD ------~'11,
$ BOTTOM OF (N) RF NOTICE SIGNAGE
ELEV. 24'-0" (A.G.L)
JETTISON SHROUD (F) 5G LOCATION
s'-o"
LUMINAIRE TO MATCH
EXISTING PER CITY
STANDARDS
TOP OF JETTISON SHROUD
ELEV. 23'-9" (A.G.L)
BOTTOM OF JETTISON SHROUD
ELEV. 21'-6" (A.G.L)
(N) STREET LIGHT POLE DESIGN
REQUIREMENTS: = = ____ ~ .QF ~R_ATTACHME~T __ 4)....,._
ELEV. 18'-4" (A.G.L) '1" 1. INSIDE RISER FOR
POWER+GROUNOING ------------t-1·
(E) CONCRETE POLE TO BE REMOVED AND
INSTALL (N) STEEL STREET LIGHT POLE II 3454
ON (N) POLE FOUNDATION AT THE SAME
LOCATION. (TO BE INSTALLED BY AT&T
MOBILITY) (SEE NOTE 4) _________ __,
~ TOP OF RELOCATED (E) SIGNAGE
ELEV. 11'-11" (A.G.L)
TOP OF RELOCATED (E) SIGN AGE
ELEV. 10 -8 A.G.L = = ____ ~ _QF BANNER_ATTACHME~T __ ,..,4) __
ELEV. 10'-4" (A.G.L) '1"
BOTTOM OF RELOCATED (E) SIGN AGE
ELEV. 9 -8 A.G.L
(1) (N) RRUS-4449 85/812 WITH (2) (N)
PSU AC 08 UNITS, ( 1 ) (N) RRUS-4415 825
WITH (1) (N) PSU AC 08 UNIT & (1) (N) SPD
UNIT WITHIN (1) (N) POLE BASE PEDESTAL ~
(REFER DETAIL 3 SHEET A-6) \
,\
4'-10"
TOP OF PEDESTAL
ELEV. 3'-10" (A.G.L)
(E) CURB & GUTTER
TOP OF (E) CURB
ELEV. o'-o"
(E) SHRUBS/BUSHES AREA
(GC TO REPLACE THE DISTURBED
LANDSCAPE AND SHRUBS IN KIND) :~ t t / \ _ _:,: 9"X14" PULL BOX
o f\J (N) FOUNOATION TO BE
BOTTOM OF NEW CAISSON L..:::::'.L:i------lNSTALLED BY AT&T MOBILITY
.....,,-.c..EL~E-V.-6'---9~--8-EL_O_W-GR_A_D_E ________ ~--~ (REFER SHEET UD-2)
FULL SCALE 3/8"=1'-o"
2
~ 0 2 4 6 ~
PROPOSED NORTHEAST ELEVATION l'!!il'i il"'il~liiiiiiii~§~~-l! ......... ~
HALF SCALE 3/16"=1'-o"
6 5 4
$ TOP OF (N) AT&T ANTENNA
ELEV. 30'-1" (A.G.L)
___ RAO CEN;IJcR. OF (N)_J\T&T ANTE_tlN..A..itL
(N) AT&T ANTENNA----------~-11 ELEV. 29 -1 (A.G.L) -~
__ _ C/L OF l,_UMINAIRE ____ ____.t-,__
(N) CABLE CONCEALMENT SHROUD---------1-ll.. ELEV. 28'-0" (A.G.L) ------q,-
JETTISON SHROUD (F) 5G LOCATION
LUMINAIRE TO MATCH
EXISTING PER CITY
STANDARDS
TOP OF JETTISON SHROUD
ELEV. 23'-9" (A.G.L)
BOTTOM OF JETTISON SHROUD
ELEV. 21'-6" (A.G.L)
___ __Q,LL._01:_ BANNER A_TTACHMENT_ ~
ELEV. 18'-4" (A.G.L) ~
(E) CONCRETE POLE TO BE REMOVED AND
INSTALL (N) STEEL STREET LIGHT POLE II 3454
ON (N) POLE FOUNDATION AT THE SAME
LOCATION. (TO BE INSTALLED BY AT&T
MOBILITY) (SEE NOTE 4)--------------i
~ TOP OF RELOCATED (E) SIGNAGE
ELEV. 11'-11" (A.G.L)
__di.___ilL OF BANNER ATTACHMENT _____ _ -v-ruv. 10'-4" (A.G.L) .
(N) 1 "l'l CONDUIT FOR POWER WITHIN
(N) POWER TRENCH ROUTED TO (N)
POLE LOCATION ---------~
(N) 1-1/2"¢ CONDUIT FOR POWER PULL
BOX (WTR/FSB) & 1 "l'l CONDUIT FOR
STREETLIGHT POWER WITHIN (N) POWER
TRENCH ROUTED TO (N) POLE LOCATION
(N) SCE PULL BOX
(N) AT&T FIBER
PULL BOX
6'-o"
··r,=~-
-c-~.<\~ < '{ ~-'t fi-~ ~ ,; ~ :':.
(N) 2"1'l CONDUIT WITHIN ~\. (1 I "'
(N) FIBER/POWER GROUND ROD STAINLE °f.J_'._-{
TRENCH ROUTED TO (N) STEEL #6 SOLID COP 1·+-:·t··
POLE LOCATION INSULATED WITH t·L:o· _:
EXOTHERMIC CONNECTION--I .1 , ___ _
(N) AT&T POWER
PULL BOX (WTR/FSB) ----~
ELEV. 10'-8" (A.G.L)
BOTTOM OF RELOCATED
l(E) SIGNAGE ~
ELEV. 9' -8" (A.G.L)
(1) (N) RRUS-4449 85/812 WITH
(2) (N) PSU AC 08 UNITS, ( 1) (N)
RRUS-4415 825 WITH (1) (N) PSU
AC 08 UNIT & (1) (N) SPD UNIT
WITHIN (1) (N) POLE BASE PEDESTAL
(REFER DETAIL 3 SHEET A-6)
TOP OF PEDESTAL
ELEV. 3'-10" (A.G.L
(E) CURB & GUTTER
TOP OF (E) CURB
ELEV. 0 -0 '
· (t) SHR~Bs/Bi:JSHES AREA
(GC TO REPLACE THE DISTURBED
LANDSCAPE AND SHRUBS IN KIND)
(N) FOUNDATION TO BE
INSTALLED BY AT&T MOBILITY
(REFER SHEET UD-2)
BOTTOM OF NEW CAISSON A
ELEV. 6'-9 BELOW GRADE V 1
2'
FULL SCALE
0
3/8"=1'-o"
PROPOSED NORTHWEST ELEVATION "'
2 4 6 ~
~ i----,
HALF SCALE 3/16"=1'-o"
3 2
APPLICANT:
at&t
Mobility
1452 EDINGER AVENUE, 3rd FLOOR
TUSTIN, CA 92780
ENGINEER:
-
D
BECHTEL INFRASTRUCTURE,_.
AND POWER CORPORATION
16808 ARMSTRONG AVENUE,
SUITE 225, IRVINE, CA 92606
(DRAWN BY:
CHECKED BY:
1----,----,--R_E_v1_s1_0N_s_: ----r----1 C
1
0
A
REV
05/26/21 REVISED PER CITY
COMMENTS
07/15/20 ISSUED FOR PERMIT/
CONSTRUCTION
06/05/20 ISSUED FOR REVIEW
DATE DESCRIPTION
LICENSER:
PROJECT INFORMATION:
NWPTB NODE 015A
1991 PORT EDWARD CIR
NEWPORT BEACH, CA 92660
BECHTEL DRAWING NUMBER
26134-617-C0-0000-01032-001
SHEET TITLE:
ELEVATIONS
SHEET NUMBER:
A-3
SB
SAS
SRR
BY
B
A
PA2021-123
0 C
-0
-j 0 " C 5
-" a.
-C 0 • : E j ] g .c,:, u . " CD£
0
-C j'.-:;;
E • • C LO a.-0 C L 0 a. u
C C 0 0 t1i H
i! .,, " ~::,
O 0 u-
" .c ]~
C 0 0 .c u -
SITE IMAGE
2
6 5 4
~ TOP OF (E) SIGNAGE
ELEV. 11'-11" (A.G.L)
(E) CURB &
GUTTER ---~
TOP OF (E)
ELEV. 0 -0
(E) 9"X14" PULL BOX
a'-o"
C/L OF (E) LUMINAIRE __ ni.
------ELEV 28 -6'' (A.G.Lf --------V-
TOP OF (E) CONCRETE STREET LIGHT POLE ~
ELEV. 27'-2" (A.G.L)
(E) CONCRETE STREET LIGHT
POLE #3454 (TO BE REMOVED)
l!i ELEV. 10'-8" (A.G.L) ~ \ BOTTOM OF (E) SIGNAGE
TOP OF (E) SIGNAGE
J ELEV. 9'-8" (A.G.L)
I I I I I I I I I
: I
: I
c-.------g-•;_i_: ___ ,,----=--j /(E) ROW ~ t-2" V
4'-10" I I
GRADE LEVEL
FULL SCALE
EXISTING SOUTHWEST ELEVATION 2' 0 2 ,..
HALF SCALE
3 2
1
3/8"=1'-o"
4 6 FT ,.........
3/16"=1'-o"
APPLICANT:
at&t
Mobility
1452 EDINGER AVENUE, 3rd FLOOR
TUSTIN, CA 92780
ENGINEER:
" BECHTEL INFRASTRUCTURE
AND POWER CORPORATION
16808 ARMSTRONG AVENUE,
SUITE 225, IRVINE, CA 92606
(°RAWN BY:
CHECKED BY:
D
..,_ ______ RE_v_Is_Io_N_s._· ------1 c
0
A
REV
05/26/21 REVISED PER CITY
COMMENTS
07/15/20 ISSUED FOR PERMIT/
CONSTRUCTION
06/05/20 ISSUED FOR REVIEW
DATE DESCRIPTION
LICENSER:
PROJECT INFORMATION:
NWPTB NODE 015A
1991 PORT EDWARD CIR
NEWPORT BEACH, CA 92660
BECHTEL DRAWING NUMBER
26134-617-C0-0000-01032-001
SHEET TITLE:
SB
SAS
SRR
BY
B
SITE IMAGE & ELEVATION A
SHEET NUMBER:
A-4
PA2021-123
C 0 "' ~ >-0 t: 0. 0 L o.8
NEW FOUNDATION PER
MANUFACTURER SPECIFICATIONS
(TO BE INSTALLED BY AT&T)
,,.-/ n (1) NEW OMNI ANTENNA ON TOP OF NEW CONCEALMENT
/ Ir--:::='"-,
I
\"-I __ ,,,,
(1) NEW LUMINAIRE PEJ
UTILITY REQUIREMENTS
-EXISTING CURB
NEW OMNI ANTENNA EB1 MOUN TED ON TOP OF
CONCEALMENT SHROUD.
------POLE TOP CONCEALMENT
BY CONCEALF AB
(N) s·xs· RF s1GNAGE EB
(REFER SHEET A-3 DETAIL # 2 8
FOR HEIGHT OF ATTACHMENT) -
JEmSON SHROUD
(F) 5G LOCA TlON
(N) FUTURE BANNER & BRACKET
LOCATION BY OTHERS (TYP)
EB
NEW STEEL POLE
@
®
---(N) CONDUIT FOR POWER
ANO GROUNDING WITHIN
---(N) POLE PEDESTAL
@
GRADE LEVEL
t:-tt--tt-~· ;·-----NEW FOUNDATION PER
POLE DETAIL
6
NOTES:
MANUFACTURER SPECIFICATIONS (TO
BE INSTALLED BY AT&T MOBILITY)
@
1. POLE BY CONCEALFAB OR APPROVED EQUAL.
2. NEW WIRING AND CONDUIT PER UTILITY
REQUIREMENTS
l:!QKS;
1. AFFIX REQUIRED SIGNAGE AT POLE TOP
ON THE SUPPORT STRUCTURE SO THAT, IT WILL BE CLEARLY VISIBLE:
A. INSTALL 3-4 FEET BELOW ANTENNA (MEASURED FROM TOP OF SIGN)
2. SIGNS OR DECALS SHALL BE MADE OF WEATHER, CORROSION AND ULTRAVIOLET
(UV) RESISTANT MATERIALS. AT A MINIMUM, EACH SIGN OR DEAL SHALL INDICATE
THE; ANTENNA OWNER/ OPERATORS NAME, EMERGENCY 24-HOUR CONTACT
NUMBER, UNIQUE IDENTIFIER FOR THE ANTENNA SITE, AND· SCE EQUIPMENT
CATALOG NUMBER FOR POLE TOP INSTALLATIONS (WHEN INSTALLING ON SCE
POLES).
3. SIGN "A" IS TO BE MADE ON 32 MIL ALUMINUM SHEETING.
.'·
-y--
6"
NOTICE
AT&T operates antennas ot this structure.
Above This Point you are entering on area
where radio frequency (RF) fields may
exceed the FCC Population Exposure Limits.
Follow safety guidelines for working in on
RF environment.
Contact AT&T at 8D0-638-2822 and follow their instructions prior to performing any
maintenance or repairs above this point.
This is AT&T site USID: 230808
I
STONEHOUSE RD892
METAL W/ BAKED
ENAMEL FINISH
-BLUE
-WHITE
4. RF RADIATION SAFETY SIGNS SHALL BE POSTED ONLY WHEN REQUIRED BY
RF ENGINEERING OR LOCAL JURISDICTIONAL REQUIREMENTS. RF ENGINEERING
SHALL INDICATE THE TYPE AND LOCATION OF RF RADIATION SAFETY SIGNS
THAT SHALL BE POSTED WHEN REQUIRED AT A SITE. 'AT&T' SHALL BE
NOTIFIED IF A SIGN IS REQUIRED TO BE INSTALLED AT A SITE.
5, RF RADIATION NOTICE SAFETY SIGN SYMBOLS AND COLORING MUST
CONFIRM TO THE ANSI STANDARD 2535.3 FOR RADIO FREQUENCY ENERGY
AND CURRENT FLOW SYMBOLS.
RF NOTICE SIGNAGE
STREETLIGHT POLE
8
STEEL BANDING KIT W/ BANNER
ARM TYP.TOP & BOTTOM
TO COMPLY WITH CITY BANNER POLICY L-16, WINO LOAD 90MPH
(FUTURE BY OTHERS)
WINDBREAKER BRACKET SYSTEM 9
11" (TYP.)
5
>------(N) LIGHT POLE ARM PIPE: 2.875" O.D.X
/ 0.203" T -A500, GR. B
(6) 1/2" DIA. BOLTS IN
5/8" DOA HOLES
2 3/4"
ARM CONNECTION
(ISOMETRIC VIEW) 10
4
RAYCAP -PTS 90221
MECHANICAL
HOUSING MA TERI AL
BREAKER CCESS
HOUSING DIMENSIONS
(H X W X 0)
PTS90221
PO'HDER COATED ALUMINUM
THUMB KNOB & LOCKABLE HASP
(EXCLUDES HASP& BRACKET)
10.13X6.15X6.000
PTS90223 I 6.15X6.68X6. 285
UNIT WEIGHT/ SHIPPING WT
PTS90221 10LBS/12LBS
PTS90223 11LBS/13LBS
OPERA TING TEMP HUMIDITY -40 C TO 60 C
95~ NON -CONDENSING
ELECTRICAL
MODEL NUMBER: PTS9022J
OPERATING VOLTAGE: 120 VAC
MAIN BREAKER RATED : 60 AMP
CONDITIONAL SHORT : 10 KAIC
DISTRIBUTION BREAKERS : MAX OF (5) UL 489
BREAKERS 0-25 AMP
POW'ER INPUT Vt\RE SIZE : #14-/14 AWG CU-AL
POW'ER OUTPUT \"1RE SIZE : /114-.f4 AWG CU-AL
NEUTRAL & GROUND CONTACTS : #14-/14 AWC CU-AL
SPD. DUAL MDV (L-G) OR
(L-N) & (N-G) 20 KA 8/20 US NOMINAL
EXTERNAL GROUND CONNECTION : 2 HOLE 1/4-20 W/5/8. SPACING
UL CERTIFlCATION ; UL67 PANEL BOARDS
COMPACT SMALL CELL AC LOAD CENTER
FACTORY LOADED WITH A 60 AMP MAIN BREAKER
PRELOADED LOAD BREAKERS DEPENDENT ON PICO OR MICRO CONFIGURATIONS
UP TO 5 LOAD BREAKER CAPABILITY WITH DUAL SPD
LINE SPO STANDARD-DUAL SPO OPTIONAL
INTEGRATED EXTERNAL AC/RADIO DISCONNECT IN THE PTS90223 VERSION
POLE MOUNTING BRACKET INCLUDED.
-6UO
\
1J5-:o
,4 625 I
I _,_
· -OU,._\. SPO
I 11.tllPE
' EXTERN,4L GRO\.JUOF'O~T \. ·5X. LCAD BRE>\l<ERS MAX
I.\AN 8REAKEP I-IST.'1LLED
SURGE PROTECTION DEVICE
PSU MAX WEIGHT:
11.45 LBS
NOT USED
(10.8") i-------1
hnrfmrrrrnrrfin/
TOP VIEW SIDE VIEW
PSU AC 08 UNIT DETAIL
NOTICE
FRONT VIEW
RF ENERGY EMITTED BY THIS ANTENNA MAY EXCEED THE FCC's
EXPOSURE LIMITS FOR THE GENERAL POPULATION. STAY AT LEAST
10 FEET AWAY FROM THE ANTENNA. CALL AT&T AT 800-638-2822,
FOR HELP IF YOU NEED ACCESS WITHIN 10 FEET
STONEHOUSE RD899
AVAILABLE FROM EXCEL SIGN AND DECAL:
http:/ /www.weneedsigns.com/home.php?co1+ 1135 ANO CLICK ON
AT&T
PH: 510-651-0445
NOl-DC-16 l"X6" NOTICE DECAL
1 Foot Dislonce" VINYL DECAL WITH ADHESIVE BACKING
2 Notice signs must be placed opposite each
other on the antenna
1. GENERAL CONTRACTOR TO REVIEW AND ADHERE TO THE
APPENDIX OF THE COMPLIANCE DOCUMENTATION FOR EACH SITE
OMNI ANTENNA DISCLAIMER LABEL
3
4
5
6
7
GAL TRONICS -GQ2414-06790 PSEUDO OMNI
CANISTER ANTENNA
MECHANICAL SPECIFICATIONS
DIMENSIONS (HEIGHTxDIAMETER): 24.5 x 14. 7 INCHES
(622 x 374 mm)
WEIGHT EXCL MOUNTING BRACKETS: 30.9 lbs (14 kg)
NO. OF CONNECTORS 14 X 4.3-10 DIN FEMALE
CONNECTOR TYPE & 14 X 4.3-10 DIN FEMALE
FREQUENCY BAND [MHz]: 698-896\ 1695-2180\2305-2360\2496-2690
\3550-3700\5150-5925
4 X 4.3-1 D DIN FEMALE 4 X 4.3-10 DIN FEMALE
(698-896) MHz (1695-2180\2305-2360\2496-2690) MHz
4 X 4.3-10 DIN FEMALE 2 X 4.3-10 DIN FEMALE
(3550-3700) MHz (5150-5950) MHz
MAX WIND SPEED: 150 mph
RADOME MATERIAL: ASA
BOTTOM
• 1"-14 BOLT
':.,
c-i
. 14.7"0
FRONT
PART NO. GQ2414-06790-111 (GRAY)
PART NO. GQ2414-06790-611 (BROWN)
PART NO. GQ2414-06790-B11 (BLACK)
PART NO. GQ2414-06790-C11 (CHROME)
ANTENNA SPECIFICATIONS
RRU QTY. HEIGHT WIDTH DEPTH
RRUS-4449 85 81 2 1 17.9" 13.19" 9.44
PSU AC 08 2 12.99" 7.08 2.71"
(WEIGHT IS EXCLUDING MOUNTING HARDWARE)
SEE MANUFACTURER INSTALLATION REQUIREMENTS
WIDTH rl" ·1
1i: <..:> w I ■
FRONT VIEW SIDE VIEW
ERICSSON RRU 4449 DETAIL
RRU QTY. HEIGHT WIDTH DEPTH
RRUS-4415 825 16.5" 13 .4" 5.9"
PSU AC 08 12.99" 7.08 2.71"
(WEIGHT IS EXCLUDING MOUNTING HARDWARE)
SEE MANUFACTURER INSTALLATION REQUIREMENTS
I • WIDTH • I
I-I <..:> w I
,!.
I
FRONT
71.0 LBS
11.45 LBS
11.45 LBS
ERICSSON RRUS-4415 DETAILS 3
2
APPLICANT:
at&t
Mobility
1452 EDINGER AVENUE, 3rd FLOOR
TUSTIN, CA 92780
ENGINEER:
BECHTEL INFRASTRUCTURE
AND POWER CORPORATION
16808 ARMSTRONG AVENUE,
SUITE 225, IRVINE, CA 92606
(DRAWN BY:
CHECKED BY:
0
-
.,_ _______ R_E_v_1s_1o_N_s_, ____ ..---t c
0
A
REV
05126121 REVISED PER CITY
COMMENTS
07115120 ISSUED FOR PERMIT/
CONSTRUCTION
06105120 ISSUED FOR REVIEW
DATE DESCRIPTION
LICENSER:
PROJECT INFORMATION:
NWPTB NODE 015A
1991 PORT EDWARD CIR
NEWPORT BEACH, CA 92660
BECHTEL DRAWING NUMBER
26134-617-C0-0000-01032-001
SHEET TITLE:
EQUIPMENT DETAILS
SHEET NUMBER:
A-5
SB
SAS
SRR
BY
B
A
PA2021-123
1! 0
NOTES:
ALL GROUND CONDUCTORS TO BE #6 THHN/THWN
GREEN STRANDED COPPER UNLESS OTHERWISE NOTED
OR REQUIRED BY EQUIPMENT MANUFACTURER.
1. GROUND BONDS: ALL BONDS ARE TO BE MADE WITH
#6 AWG STRANDED COPPER IN GREEN INSULATION.
(ATT-TP-7641 6 7, 6.7)
2. EXTERIOR UNIT BONDS: ALL METALLIC OBJECTS SHALL
BE BONDED TO THE GROUND ROD. (ATT-TP-76416
7, 12.6)
3. GROUND ROD: UL LISTED STAINLESS STEEL GROUND
ROD WITH MINIMUM DIAMETER OF 5/8" AND
MINIMUM LENGTH OF 8 FEET. ALL GROUND RODS
MAY BE INSTALLED WITH INSPECTION SLEEVES.
GROUND RODS SHALL BE DRIVEN TO A MINIMUM
DEPTH OF 30" BELOW GRADE OR 6 INCHES BELOW
FROST LINE. (ATT-TP-76416 1.4 / 2.2, 3, 10)
4. CONTRACTOR TO SURROUND COMPLETED
CONNECTIONS WITH WEATHERPROOFING TAPE OR
EQUAL TO.
GROUNDING NOTES
T YPE S OF PAVEMENT REPLACEMENT
t. TRENCH RESURFACING IN PORn.AND CEMENT CONCRET'E PAIOIENT SHA.LL BE
's$.J7:Z0Gfi°rut:CJI&illlr& ;ff~Tse>;~Jka ~?J ~A~~.'c l+fn-1 EPOXY COA11NG.
2. TRfNCH RESVRFAONG IN ASPIULT CONCRETE PAVfMfNT SHALL Bf PER srANDARO 5PECIF1C.A.110NS srcnCN J06-1.5, EXCEPT THAT:
A. ASPHALT CONCRfTf SHALL BE PLACED IN urrs HOT TO EXCEED 4• THICK.
8. APPLY TACK COAT AND ffArHER HEW PA~MENT AS NECESSARY fD SEAL nlE CONTACT JOINT AND fl.JMINATr PA',£11£NT [}[PR[SS10NS 'MT11!N ONE FOOT OF mr CONTACT JOINT.
~ C. COLD PL.AJ,JE £XJS11NG A.C. PA!,£1J£NT {2• MINIMUM DEPTH), EXACr YtfDTH ro B[ DEffRJ,flNED BY TH£ nao [NGfNEER.
-H-~ ,;:~ .Jfo~u~%. 5' \\fOf BEO'lffN PAfOI AND N[ARfSf JOINf Pc_S~YT.tt
ASPHALT rR£/ICH RES WRA nON CONCRHE mENCH RESTORAnON
NOrE: SIREHS/Auns REC£N1l y (L.Asr s ~SJ Sl.URRIEV/RfStJRFACEO/BUU SHAf.L
~OU/Rf EX1EH51'1f PA';fMENT RES~AnON TO BE OETfRJIINEV BY THE f1El.0 ENGNEER.
CITY OF Nl<'.WPOlff UEACH
TRENCH RESURFACING ""'m •
TRENCH RESURFACING
6
6
7
.!1Qlf;_
NfW CONDU/15 AND UNOfRCROONO FACIUTl[S IN 11IE: ROADWAY 9/ALL Bf INSTALJ.£0 ADJACDIT OR CLOSESr AS POSSIBI.£ TO THE DOSnNC £DCC Cf' amrR OR CVRB. IF T11[ PROPOSED CONOOr TRENCH IS Ill A TRAFFIC UN[ ADJ).C!NT ro THE EXISTIHC [DC£ Of CUrTER or CURB, can PLANING ANO PAI/OIENT R£51.JRfACING IMLL 8£ FfEOll/RED FROM TH[ N(ARfST LANE UN[
OF fl/€ PROPOSED rRENW TO THE EXISTING EDGE OF CUTTER OR CURB. IF fH£ TRENQI "MJRK
15 IN A TRN'nC Uffr B£TYrWI TNAmC I.ANH, THE OOVTRACTOO lllll Bf REQ(.JIRED TD COLD
PU,#£ AND RESURFM:£ 1H[ [NT1RE m~mc LANE. THE fflEJiCH Cfl:NING SIALL 8[ A ll!Nl/r/1./J,1 Of 2' FROM TH€ tNTIR[ TRNllC LN/£ IN A00.'TION. fF TH£ TRENCH MWK EXTENDS /f,'TO ANY PCRIION CF AN ADJACf.HT fflAfflC f.AJIE OR 15 DAMAGED AS A R[SU/.T OF M CDNTRACTOO'S WOOK OR IS l£SS THAN 5' FRO/J AN EXJSTINC U11llrr TRENCH, mt ~TRACTOR Iv.LI. DC RCOU/RaJ 1'0 COW PW{[ AND RCSURrACC 11/C CN11RC TRA/TIC I.A.NC.
COW PI..J.JI[ EXJSn.vc PAID/fNT (2· MIN. OCP111) A.HD R[5'JRFAC[ J()(f,j fLUSII v,rn, [X. S11?[[T PA~T FOR CNTIRC L.AHE ANO RESTRJPf ::-::&111:~:fc~ E_t/fi~f omrn l,4}/f DAJIACCD AND 1RAFF1C LOOP(S) WRING C:005TRUC110N
flJLL LANE morn (PARK/NC LANf DR ORM:}
24• IJfN MD1H TRENCH
1'fRU A.C. SCC110N
2'
EX. PA'IIEJIENT
NDTf: 51RCfTS/ALL[YS RfCEN1l. Y (U.5T 5 YEARS) SI.URRJEl)/RESURFACfiJ/B' .. 71. T SHALL
REQUtRE EXTVISl'I[ PAl,fllfNT RESTORATION TO Bf 0[1fRWHfl) BY 1HC nf11J fNGiN[[R
CITY OF NlsWPOIU IJ!sACH
ROADWAY UTILITY
TRENCH DETAIL DRA W.lNG ,~0.
ROADWAY TRENCH
5
5
4
FAN KIT
ERICSSON RRUS
4415 ---~1r 1
ERICSSON
FIBER BOX
(BY OTHERS) -
DIPLEXERS
(IF REQUIRED)
¢ 11 3/4"----
¢ 17" BOLT CIRCLE
4X ¢ 1.25
THRU, TYP (TOP
& BOTTOM)--~
PEDESTAL BASE PLATE DETAILS
POLE PEDESTAL DETAILS
N01FS:
ERICSSON RRUS
4449
ERICSSON PSU
ACOB RECTIFIERS
(TYP)
AC DISTRIBUTION
PANEL (BY
OTHERS)
3
,. ANY S!OCWALX R[AIOVALS MUST 8[ RCPLAC[l) IN FULL PANas. IN AODITlGH, r'Jl,WJ~gv 0£:'AL~p:irtr1Mf{:~Nb0ft~ ~ff AN~~ £XP[NS£.
2. SIDEWALK SHALL 8[ RESTORED 'llffH/11 Ci-IE 'MEX Of INSTAll.Alla-1 Of
FAaLJTifS.
REPLACE SIOEWAlX PER STD-180-L
CITY OF NEWPORT BEACH
PUBLIC WOIUl'.5 DEP.\RTMU<T
AJ'PROVED:
Oralfnb. II. GRAGA
ll[SS,V 6/2002
PARKWAY UTILITY
TRENCH DETAIL DRAWING NO. STD-105-L-D
PARKWAY TRENCH
4
3
X
X
);(
*
DARK FIBERS
TO/FROM HUB
14 PORT
OMNI ANTENNA
X X
X X
);( );(
* *
4415 RADIO SHOULD BE INSTALLED WITH FAN USE HIGH TEMP SFP (RDH 102 65/25)
ON THE CASCADE CABLE BETWEEN THE TWO RADIO
USE LONG RANGE SFP (RDH 102 '!J') ON FRONTHAUL-CONNECTED TO 441 5 RADIO WITH FAN
700B/C AND PCS CARRIERS WILL BE ON THE SAME SINGLE CPRI CONNECTION TO THE HUB THE PREFERRED BBU IS 6630 TO
COVER MORE NR CONNECTION ON
MIXED MODE CONFIGURATION
700B/C AND PCS ARE 4T4R ON A 4
PORT GALTRONICS GQ241406790Q UASI
OMNI ANTENNA
BIDI IS PREFERRED FRONTHAUL CONNECTION FOR JOBS WITH ONAIR FC>2019 6630 TO BE USED ON NEW HUBS OR HUBS THAT WILL HAVE BIDI
CONNECTION
BIDI NODES CANNOT BE MIXED WITH UNI NODE ON THE SAME 6630 BBU _.llLJLlL.l __
AC CUT OFF
(SPD)
AC SOURCE
PLUMBING DIAGRAM 1
;' 1:,._,. --=.c.=,__~~:~:: -------,,·11· ARMORQ!Ss;,, ~
POLYMER CONCRETE ~=~===-=t"=====Jt! ]=. 17" x 30" PULL BOX ASSEMBLY'T -:-
BY: ARMORCAST PRODUCTS
COMPANY 2"
MECHANICAL SPECIFICATIONS {.,.._,.~,
DIMENSIONS (WxlxD): 17"x30"x18" [~ APPROX. WEIGHT: 166 lbs. ,
(BOX & COVER) . ~. LOAD RATING: 10K (COVER)
20K (BOX)
ANSI TIER: 8 (COVER)
15/22 (BOX)
A
FLOATING
NUT (2X)
2• TYPE
G ,x ,
LIFT
30.5"
PULL BOX SPECIFICATIONS
2
2
APPLICANT:
1452 EDINGER AVENUE, 3rd FLOOR
TUSTIN, CA 92780
ENGINEER:
BECHTEL INFRASTRUCTURE
AND POWER CORPORATION
16808 ARMSTRONG AVENUE,
SUITE 225, IRVINE, CA 92606
(DRAWN BY:
CHECKED BY:
D
1--.... --.... --R_E_v_1s_1o_N_s_, ----..---1 c
0
A
REV
REVISED PER CITY 05/26/21 COMMENTS
07/15/20 ISSUED FOR PERMIT/
CONSTRUCTION
06/05/20 ISSUED FOR REVIEW
DATE DESCRIPTION
LICENSER:
PROJECT INFORMATION:
NWPTB NODE 015A
1991 PORT EDWARD CIR
NEWPORT BEACH, CA 92660
BECHTEL DRAWING NUMBER
26134-617-C0-0000-01032-001
SHEET TITLE:
EQUIPMENT DETAILS
SHEET NUMBER:
A-6
SB
SAS
SRR
BY
B
A
PA2021-123
CURB FACE
2' DR
MATCH EXIST.
Fl
VARIES
2'
lll' OR
3/8' EXPANSIDN JllINT
HATERIAL <TYP)
CIJl?B ACCESS RAHP SHALL
COHPL Y 'ti/TH CURRENT
ADA R£/JUIR£H£NTS
llE R=15' FOR LOCAL STRffTS AND
25' FDR ARTERIAL STRffTS
UNLESS OTHER'tl/SE SPECIFIED
llE llE 10' FOR HA.JOR, 10' FOR PRIHARY, AND 8' FOR SECONDARY STR££TS
UNLESS OTH£R'tl/S£ SHO'tlN
CDNCRUE SHALL Bf 560-C-3250
CURB RETURN AREA
10' TYPICAL
4' MI,.f llE •
1 ·, I SLOP[ 27. MAX
I]• •IW "~
4' MIN. P.C.C.
LANDSCAPE PARKWAY WITH
STREET TREES REQUIRED
WHEN DISTANCE FRllH CURB
TD PRllPERTY LINE EXCffDS
6 FffT IN RESIDENTIAL
AREAS. CllNCRETE SIDEWALK
IN CllHHERCIAL AREAS 'r/ITH
STREET TRffS.
3/8' EXPANSIDN
JUINT MATERIAL
TYPICAL SECTION
8'
'rl[AKENED PLAN[ JllINTS
1-114' SAWED, QUICK-JllINT llR EQUAL
8' 8' 8' 8' 8' 8'
PLANTING llR
CllNCRETE 'r/ALK
WEAKENED PLANE JOINTS
& EXPANSION JOINTS
CITY OF NEWPORT BEACH APPROVED:
PUBLIC WORKS DEPARTMENT
RCE NO. 36106
SIDEWALK DETAIL Drawn: M.Cmcia
Date; Sep 1994
DRAWING NO.
SIDEWALK DETAIL (FOR REFERENCE ONLY)
8'
STD-180-L
INSTALL (2) PER
BOX 2 ¼" x 4" x 8"
COMMON RED BRICK.
5°-0" t.lAX.
SECTION A-A
EISEL ENTERPRISES NO. 3-½ F PULL BOX OR PRE-APROVEO
EQUAL MARKED "STREET LIGHT
HIGH VOLTAGE"
1• OR 1}." ti PVC CONDUIT WITH 3
WIRES AS DETAILED, BELOW
NOTE: IF 5 DR MORE CONDUITS
ITRt.llNA TE IN BOX, USE EISEL ENTERPRISES NO. 5 F,
1¼" -PVC CONDUIT
CURB FACE
FUSE HOLDER AS PER
CNB STD-20~-L
TYPICAL PULL BOX REQUJRED AT
EACH LIGHT ST AND ARD
NOTES:
1. ALL CONDUIT SHALL BE 1¼" DIA. P.V.C., SCHEDULE 40, UNLESS SPECIFIED OTHERWISE, PER PLAN.
2. SEE CNB SID-205-L FOR FUSE HOLDER & WIRING DETAILS.
3. AFTER CONDUCTORS ARE INSTALL, AU. CONDUIT ENDS SHALL BE SEALED WITH DUCT SEAL OR
PRE-APPROVED EQUAL.
4, NO CONDUIT RUN SHALL BE GREATER THAN 180' BETWEEN PULL BOXES,
5. PULL BOXES SHALL NOT BE INSTALLED IN DRIVEWAYS, RAMPS OR BETWEEN THE B.C.R. & E.C.R.
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
PULL BOX DETAILS
APPROVED:
RCH NO. 36106
Drawn: M. Elias
Date; Jan. 2004
DRAWING NO.
. <D I N
PULL BOX DETAILS (FOR REFERENCE ONLY)
STREET
LIGHT OR
BOLLARD
PUBLIC WORKS DIRECTOR
1
APPLICANT:
1452 EDINGER AVENUE, 3rd FLOOR
TUSTIN, CA 92780 D
ENGINEER:
" BECHTEL INFRASTRUCTURE
AND POWER CORPORATION
16808 ARMSTRONG AVENUE,
SUITE 225, IRVINE, CA 92606
l°RAWN BY:
: CHECKED BY:
1
0
A
REV
REVISIONS:
05/26/21 REVISED PER CITY
COMMENTS
07/15/20 ISSUED FOR PERMIT/
CONSTRUCTION
06/05/20 ISSUED FOR REVIEW
DATE DESCRIPTION
LICENSER:
PROJECT INFORMATION:
NWPTB NODE 015A
1991 PORT EDWARD CIR
NEWPORT BEACH, CA 92660
BECHTEL DRAWING NUMBER
26134-617-C0-0000-01032-0Dl
SHEET TITLE:
~:)
SB
SAS
SRR
BY
C
B
CITY STANDARD DETAILS A
SHEET NUMBER:
A-7
PA2021-123
CABINET TO INCLUDE:
INSIDE PANEL FOR MOUNTING OF:
1. ISOLATION SWITCH
2. FUSEHOLDER--BUSS #BM6032B OR EQUIVALENT TO
ACCEPT 13/32-INCH X 1-1/2-INCH FUSE
3. SINGLE-POLE TERMINAL BLOCK FOR NEUTRAL
CONDUCTOR TERMINATION
4. ISOLATION SWITCH, FUSE HOLDER, AND NEUTRAL
TERMINAL SHALL BE LABELED BY CUSTOMER
CABINET REQUIREMENTS:
1. NEMA 3R-HINGE COVER, PADLOCKABLE
2. FUSE SPLICE BOX (FSB) SIZE 12" W X 12" H X 6" D
3. FSB TO BE MOUNTED ON POLE BY WAY OF MOUNTING
PLATES SUPPLIED BY CUSTOMER
FUSE REQUIREMENTS:
1. CUSTOMER INSTALLS FUSES AND REPLACEMENT, IF
NEEDED, ONCE FSB UNLOCKED BY CITY
2. FUSE RATING TO BE APPROVED BY CITY
3. ONE SPARE SET OF FUSES, SUPPLIED BY CUSTOMER,
ARE TO BE PLACED INSIDE OF FSB
4. FUSE RATING TO BE LABELED BY CUSTOMER INSIDE OF
FSB DOOR PRIOR TO ENERGIZING SERVICE
NOTE(S):
1. CUSTOMER TO NOTIFY CITY FOR APPROVAL OF FUSE
SPLICE BOX MOUNTING LOCATION PRIOR TO
INSTALLATION.
2. CITY PERSONNEL TO NOTIFY IMS GROUP IF FUSES ARE
REPLACED.
3. ARMORED GROUND WIRE OR MINIMUM OF 1 /2-INCH
RIGID CONDUIT OR WOOD MOLDING OVER GROUND WIRE.
4. GROUND WIRE FROM POLE TO ELECTRODE SHALL BE
ENCLOSED IN GALVANIZED RIGID CONDUIT OR
EQUIVALENT MECHANICAL PROTECTION.
5. SUBJECT TO LOCAL CODES/ORDINANCES WHERE
APPLICABLE.
6. FOR JOINTLY-OWNED POLES, CUSTOMER TO PROVIDE
POLE STEPS FOR IDENTIFIED CLIMBING SPACE UP TO
CELLULAR ARM LEVEL. CITY TO PROVIDE POLE STEPS AS
REQUIRED BEYOND CELLULAR ARM LEVEL. LOWEST LEVEL
STEP SHALL NOT BE LESS THAN 7 FEET 6 INCHES.
SPACING SHALL NOT EXCEED 36 INCHES.
7. CLIMBING SPACE ON POLE SHALL MEET G.O. 95
REQUIREMENTS.
8. CUSTOMER EQUIPMENT FOR WTR TARIFF IS NOT TO BE
INSTALLED ON SCE SWITCH POLE.
9. THIS STANDARD APPLICABLE TO WTR TARIFF ONLY.
CUSTOMER CONDUIT TO LOAD AT&T OWNED
17x30" HAND HOLE
D
8" MAX
EQUIPMENT
15"
FSB MOUNTED TO UNISTRUT
WITHIN 17x30 HAND HOLE
PLAN VIEW
15" 15"
I I dl O 6 cu GROUND WIRE TO
/ / 11 GROUND TERMINAL BLOCK
/ I 11 WITHIN FUSE SPLICE BOX
NOTE:
ALL GROUND CONDUCTORS TO BE #6
THHN/THWN GREEN STRANDED COPPER UNLESS
OTHERWISE NOTED OR REQUIRED BY EQUIPMENT
MANUFACTURER. MECHANICAL CONNECTIONS ARE
EXOTHERMIC WELD CONNECTIONS
MECHANICAL TYPE CONNECTIONS
■
•
TO BE IRREVERSIBLE CRIMP OR EQUIVALENT. GROUNDING BAR i2PIQP1QK51Qrnp!<>) ~~ NEW RRUS-4449 81 2/85 _________ _!:::=;----------!a=~===~
NEW DISCONNECT WITH
INTEGRATED SURGE
PROTECTION -----------~
NEW RRUS-4415 825-_l_--<-=.....,-",
RRUS MOUNTED
WITHIN PEDESTAL AT
(N) POLE BASE.
PSU AC 08
GRADE
NEW #6 THHN/THWN GREEN
STRANDED GROUND FROM
EQUIPMENT TO MAIN GROUND (TYP.)
DOUBLE LUG COMPRESSION
LONG BARREL CONNECTOR --------~
EXOTHERMIC WELD CONNECTION TO
PSU AC 08
TYP (2)
#6 GREEN SOLID
COPPER INSULATED WIRE
NEW GROUND ROD ----------------=....,•
NEW 5/8"¢ x 8'-0" STAINLESS STEEL GROUND
ROD. GROUND ROD SHOULD BE MIN. 1' BELOW GRADE
AND 24"-36" FROM THE POLE. IF A SINGLE GROUND ROD
DOES NOT HAVE A RESISTANCE TO GROUND OF 25 OHMS
OR LESS, IT SHALL BE SUPPLEMENTED BY AN ADDITIONAL
GROUND ROD. SEPARATION BETWEEN GROUND RODS
SHOULD BE AT A MIN. DISTANCE OF 6'-------~
LOCATED IN FIBER
HANDHOLE
HQIE;_
UTILITY DESIGN AND RUNS ARE
PRELIMINARY. PENDING FINAL
DESIGN FROM UTILITY PROVIDERS
NEW DISCONNECT WITH
INTEGRATED SURGE PROTECTION
NEW RRUS
-4415 825
PSU AC
TYP ( 3) _ _,____,
GRADE
NEW #12 AWG THHN/THWN
STRANDED COPPER WIRE-_,___.__,
RRUS MOUNTED
WITHIN PEDESTAL
AT (N) POLE BASE.
W RRUS-4449
2/85 -il
SCH-80; #8 AWG
NEW 1" PVC CONDUIT P~
THHN/THWN STRANDED 1r :;-]
NEW 17"x30" PULL BOX ---------------L'.: ::'._J
FOR POWER WITH WTR/FSB -~-o
(FUSED SPLICE BOX)
(SCE OWNED)
NEW 1" PVC CONDUIT SCH-80
#8 AWG cu r h
NEW 17"x30" PULL BOX -------L __J
(SCE OWNED)
NEW 120V POWER SERVICE TO
NEW 17"x3D"PULL BOX
(SCE OWNED & OPERATED) ______ __,...
t:mIE;
10. CITY CREW TO LOCK FSB WITH #203 LOCK AFTER
SERVICE IS ENERGIZED THRU RF /POWER SWITCH TO
OPEN CUSTOMER CITY EMERGENCY, RF /POWER
SHUT-OFF SWITCH WITH DUAL LOCKING DEVICE TO
ALLOW CITY ACCESS.
11 . OPTIONAL LOCATION OF CUSTOMER'S EMERGENCY
.,,,,,.-' I 11 r----/ Ir--tx 8' COPPER CLAD STAINLESS l ____ //~ _ ___,!LL!_____ STEEL GROUND ROD
t:mIE;
1. CONTRACTOR/AT&T SHALL BE RESPONSIBLE FOR EXISTING CONDUIT,
WIRE OR CIRCUIT MODIFICATIONS OR DAMAGE TO "CITY' PROPERTY.
1. CONTRACTOR/AT&T SHALL BE RESPONSIBLE
FOR EXISTING CONDUIT, WIRE OR CIRCUIT
MODIFICATIONS OR DAMAGE TO "CITY' PROPERTY. RF /POWER DISCONNECT SWITCH, WITH DOUBLE LOCKING
DEVICE.
12. CELL CARRIERS SHALL INSTALL A SIGN OR DECAL MADE
OF WEATHER, CORROSION AND ULTRAVIOLET (UV)
RESISTANT MATERIALS (E.G.,MACHINE-ENGRAVED,
LAMINATED-PHENOLIC OR REFLECTIVE SCOTCHLITE
MATERIALS) PLACED OUTSIDE THE FUSE BOX DOOR. AT
A MINIMUM, THE SIGN OR DECAL SHALL INDICATE THE
ANTENNA OWNER/OPERATOR NAME, EMERGENCY
24-HOUR CONTACT NUMBER, AND UNIQUE IDENTIFIER
OR NOC NUMBER FOR THE ANTENNA SITE. SIGNAGE
SHALL BE PLACED AT 8' -0" MINIMUM TO 11 • -o·
MAXIMUM ON THE OUTSIDE OF FUSE BOX DOOR.
LABELING SHALL BE PLACED INSIDE THE FUSE BOX
IDENTIFYING; RF /POWER DISCONNECT, AND FUSE BLOCK
WITH AMPACITY OF FUSE IN USE.
13. INSTALL #8, 3 1 /C TW CU FOR OVERHEAD. REFER TO
DUG AP 100. ENERGIZE THRU CLOSED RF /POWER
SWITCH TO OPEN CUSTOMER-FUSED SWITCH ..
14. ANTENNA WITH EMERGENCY RF /POWER DISCONNECT
SWITCH MAY BE PLACED ON NON SCE POLE WHERE
THERE IS VEHICULAR ACCESS TO THE POLE, THE POLE
IS A MAXIMUM OF 250 FEET RADIALLY, AND THE
POLE/ANTENNA IS CLEARLY VISIBLE WITH NO
OBSTRUCTIONS FROM THE WIRELESS TECHNOLOGY RATE
(WTR) BOX LOCATION
SCE FUSE SPLICE BOX (FSB)
CUSTOMER
PROVIDED #8
SWITCH TO
FUSE HOLER
TO GUSTO
SWITCH 0 BREAKER
N
SCE TERMINATION POINT-~~-
SCE LINE FEED -----------------~ I
r----'
I
r-
1
---, I
I
I
I
I
I
I I
I -7-----
1
I I
D
NEUTRAL BLOCK
WIRING DIAGRAM -INSIDE FUSE SPLICE BOX
FSB WIRING DIAGRAM
6
6
7
-j j CUSTOMER 3" CONDUIT TO
U SIDE VIEW LOAD EQUIPMENT
BOLT GRND.
~
2 HOLE LUG
~
PIPE CLAMP
2 BOLT PARALLEL
~
CAST . T SPI ICER
CROSS RUN
CLAMP
UNIVERSAL PIPE CLAMPS
~
1 SOLT PARALLEL
~
UNIVERSAL PIPE
MECHANICAL CONNECTIONS
A~ e5 ~
.Il'.E.LSS TYPE TA filLl16 TYPE PH ill:LQl
~
.D'.!:E..__EQ filLfil TYPE GY ~
~~~
D'.E.LL,J TYPE HA ~ TYPE NX1 rrEE__!'!D
~~~
TYPE XA ~ TYPE CL LUG TYPE RR
GROUNDING SCHEMATIC 3
RAYC>I' SPD DISTRIBUTION SCHEDULE
12D/2<IO (2 HDT AND 1 NEUTRAL) FEED FROM A METER
WITH DISCONNECT SW.
60 A 2 POLE MCB
LINE L1 /LINE L2
BREAKER POS.
B
R
E
A
K
E
R
0
E s
C
R
I p
T
I
0
N
AMPERAGE
POWER WATTAGE (VA)
LINE 1
POWER WATTAGE (VA)
LINE 2
BREAKER SIZE# POLE
NOTES:
120/240V, 3W, 2 HOT WIRE & 1-NUETRAL
ONE-LINE DIAGRAM
TOTAL VA
25 AMPS O 120V (L1 & L2)
1500 VA= /120V • 12.5A (L1)
1500 VA= /120V • 12.5 A (L2)
3000 VA= /240V = 12.5 AMPS
1.CONTRACTOR TO VERIFY WITH UTUTY COMPANY THE AVAIi.ABLE INCOMING FAULT CURRENT AT THE METER AND SHAU
PROVIDE PER NEC OVER CURRENT PROTECTION AT THE MAIN BREAKER AND SPO BREAl<ERS.
2. (1) POWER SUPPLY (AC-08) FOR RRU-4415 -(4.8A 0120V; 15A/1 POLE) OR (2.4A 0240V-15A/2 POLE)
3. (2) POWER SUPPLY (2-AC-08) FOR RRU-4449 -(9.8A 0120V; 15A/1 POLE ) OR (4.9A @ 240V-15A/2POLE)
4. EXHAUST IS 0.6 A OR 72 VA O 120V OR .3A OR 36VA 0240V
EXOTHERMIC CONNECTIONS 5 AC PANEL SCHEDULE
5 4 3 2
2
APPLICANT:
1452 EDINGER AVENUE, 3rd FLOOR
TUSTIN, CA 92780
ENGINEER:
D
BECHTEL INFRASTRUCTURE ,...._
AND POWER CORPORATION
16808 ARMSTRONG AVENUE,
SUITE 225, IRVINE, CA 92606
(°RAWN BY:
CHECKED BY:
REVISIONS: C
1 05/26/21 REVISED PER CITY SB COMMENTS
0 07/15/20 ISSUED FOR PERMIT/ SAS CONSTRUCTION
A 06/05/20 ISSUED FOR REVIEW SRR
REV DATE DESCRIPTION BY
LICENSER:
B
PROJECT INFORMATION:
NWPTB NODE 015A
1991 PORT EDWARD CIR
NEWPORT BEACH, CA 92660
I-
BECHTEL DRAWING NUMBER
26134-617-C0-0000-01032-001
SHEET TITLE:
ELECTRICAL AND A GROUNDING DETAILS
SHEET NUMBER:
E-1
PA2021-123
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jh LUMINIARE SPEC (FOR REFERENCE ONLY) 11 L-------------,------------,--..;;;;;;;;;;====;;;;;;;;;;;:;====~==;;;;:,;_--------,------------,--..J....:..J
6 I 5 I 4 i 3 I 2 I
APPLICANT:
at&t
Mobility
1452 EDINGER AVENUE, 3rd FLOOR
TUSTIN, CA 92780
ENGINEER:
8
BECHTEL INFRASTRUCTURE
AND POWER CORPORATION
16808 ARMSTRONG AVENUE,
SUITE 225, IRVINE, CA 92606
(DRAWN BY:
~HECKED BY:
D
1--..------R_E_v_1s_1o_Ns_, ____ _,,--◄ c
0
A
REV
05/26/21 REVISED PER CITY
COMMENTS
07/15/20 ISSUED FOR PERMIT/
CONSTRUCTION
06/05/20 ISSUED FOR REVIEW
DATE DESCRIPTION
LICENSER:
PROJECT INFORMATION:
NWPTB NODE 015A
1991 PORT EDWARD CIR
NEWPORT BEACH, CA 92660
BECHTEL DRAWING NUMBER
26134-617-CO-D000-01032-001
SHEET TITLE:
SB
SAS
SRR
BY
LUMINAIRE SPECIFICATIONS
(FOR REFERENCE)
SHEET NUMBER:
E-2
B
A
PA2021-123
H
G
D
C
B
A
6 I 5
4 •. ·-·-·-·· .. 1.. ....•. ·-··· ·-·-··-· 3 ..... -· ·-··-·-·-.. L. -··· ..... ··--······ 2~--···-···--.. _L ___ ·-··-··· .... 1 . ··-
1 l APPROVED
1 ,-APPROVED WITH CHANGES NOTED
' PROPOSAL ORA WING l
; -NOT APPROVED CHANGE AS NOTED & RESUBMIT H
14-PORT · GALTRONICS:~.:,~\ GQ24 I 4-06790 , _ B" ANTENNA (BY OTHERS) i------____ __,
30,_ I .. ·-· TOP OF ANTENNA . ~ '= . .... . J_
29' I" ANTENN';.'.'~~~:~~t~~~ T
28'-I' --------lec7H
24"
/~
CABLE CONCEALMENT_/ ,_ 0/ 36"
SHROUD be,~ .•• ·--____ L
.... ·, 23'-9" .. · ·
21'-6" ···--·------·
[ "---f ~! ~~g~ ~tg:g~ ~~H (2) 440X
I\ RADIOS ON (2) DUAL SUP BRACKETS
I \\ & SPACE FOR (2) TWIN DIPLEXERS
\ (BY OTHERS)
• ALL REINFORCEMENT 1
. SHALL BE EPOXY •
CQAJW _
. ANCHOR RODS] ' SHALL BE EPOXY
COATED
0 \ JETTISON SHROUD
-la---~ -18 4" BANNER ARM
-Ja---~-I0'-4" BANNER ARM
----<hl2.00
0
······ 3'-IO" TOP OF PEDESTAL
4T4R(I) 4415 + 4T4R (II
4449//MAX POWER•'§
30AMPS
(BY OTHERS)
0
TOP AND
BOTTOM
:APPROVED BY DATE --------
,'----24" SQUARE ---
PEDESTAL BASE PLATE DETAIL
SCALE I: 12
CONCEALFAB POLE# 900794 6 DETAILS (FOR REFERENCE ONLY)
I 4 1" 3
G
D
C
11
I 2 I
APPLICANT:
at&t
Mobility
1452 EDINGER AVENUE, 3rd FLOOR
TUSTIN, CA 92780
ENGINEER:
D
BECHTEL INFRASTRUCTURE _
AND POWER CORPORATION
16808 ARMSTRONG AVENUE,
SUITE 225, IRVINE, CA 92606
(DRAWN BY:
CHECKED BY:
t--.,-.--.---R_E_v_,s_,o_N_s_, ----.----1 c
1 05126121 REVISED PER CITY SB COMMENTS
0 07115/20 ISSUED FOR PERMIT/ SAS CONSTRUCTION
A 06/05120 ISSUED FOR REVIEW SRR
REV DATE DESCRIPTION BY
LICENSER: ~
B
PROJECT INFORMATION:
NWPTB NODE 015A
1991 PORT EDWARD CIR
NEWPORT BEACH, CA 92660
,-.
BECHTEL DRAWING NUMBER
26134-617-C0-0000-01032-001
SHEET TITLE:
CONCEALFAB POLE#
900794 _6 DETAILS A
(BY OTHERS)
SHEET NUMBER:
UD-1
1
PA2021-123
GENERAL NOTES·
1. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW
OUTLINE ONLY.
2. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL HAVE 4500 PSI
STRENGTH AT 28 DAYS UNLESS NOTED OTHERWISE ON DRAWINGS. ALL CONCRETE
WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318 CODE REQUIREMENTS.
3. ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC
SPECIFICATIONS.
4. ALL STRUCTURE AND MISCELLANEOUS STEEL PROFILE &: MATERIAL SHALL CONFORM
TO THE ASTM A53, GRB.
5. HIGH STRENGTH BOLTS SHALL BE USED FOR ALL PRIMARY STRUCTURAL
CONNECTIONS, UNO. ALL HIGH STRENGTH BOLT ASSEMBLY COMPONENTS SHALL BE
IN ACCORDANCE WITH DIMENSIONAL REQUIREMENTS OF ANSI / ASME 818.26. HIGH
STRENGTH BOLT ASSEMBLES SHALL BE FURNISHED AS FOLLOWS:
5. 1 BOLT IN ACCORDANCE WITH ASTM Fl 554.
5.2 WASHER IN ACCORDANCE WITH ASTM F436.
6. WELDING SHALL BE IN ACCORDANCE WITH AWS 01.1 / 01.1 M "STRUCTURAL
WELDING". WELD FILLER MATERIAL SHALL HAVE MINIMUM YIELD STRENGTH OF 58 KSI
AND MINIMUM TENSILE STRENGTH OF 70 KSI AND SHALL BE COMPATIBLE WITH THE
BASE METAL.
7. WELDING SHALL BE ¼" CONTINUOUS FILLET WELD UNLESS NOTED OTHERWISE.
B. MATERIAL OR ADMIXTURES SHALL NOT CONTAIN ANY CALCIUM CHLORIDE.
9. ALL ANCHOR RODS, PLATES AND REINFORCEMENT CAGE SHALL BE GALVANIZED AND
EPOXY COATED.
10. ANCHOR ROD SHALL BE TIED INTO THE REBAR CAGE AND HELD IN PLACE WITH A
RIGID TEMPLATE TO PREVENT MOVEMENT DURING CONCRETE PLACEMENT.
11 . PROVIDE DOUBLE NUTS AND DOUBLE WASHERS FOR STEEL ANCHOR RODS TO
ALLOW FOR ADJUSTMENT IN THE BASE PLATE ELEVATION. WRENCH TIGHTEN ALL
LEVELLING NUTS AGAINST THE BASE PLATE BEFORE TIGHTENING THE TOP NLITS.
30"0 CAISSON
PIER FOOTING CONCRETE
FOUNDATION
t'c = 4500 PSI
11-3/4"0 I.D. RACEWAY
r #7 VERTICAL RE-BARS
TYP., TOTAL (6)
(4)-1"0 ANCHOR
BOLTS
r-----BOLT CIRCLE
PEDESTAL HOUSE
(BY MANUFACTURER)
BASE PLATE
(BY MANUFACTURER)
#3 TIES
6
PLAN VIEW SECTION A-A
N.T.S.
CONDUIT BACKFILL NOT SHOWN FOR CLARllY.
0 = 17"
5
' <D
,,.,
I <D
PEDESTAL HOUSE
(BY MANUFACTURER)--------------_
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BASE PLATE (BY MANUFACTURER) \
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30"0 CAISSON
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NEW CAISSON DETAILS
4
',, I I
I 'i I.
I
.I '\
2'-6"
ELEVATION VIEW
N.T.S.
3
(4)-1"0x48" ANCHOR BOLTS EACH WITH
(4) HEAVY HEX NUTS & (4) STD HARDENED
WASHERS PER ROD: ASTM F1554 GRADE 55
GALVANIZED BOLTS ON A 17"0 BOLT CIRCLE (BY
MANUFACTURER AND LOCATE PER
MANUFACTURER"S SPECIFICATIONS)
¼" WASHERS
6" CONCRETE CAP OVER
FOOTING
(3)-#3 TIES IN TOP 5"
A
#7 VERTICAL
RE-BARS TYP .• TOTAL
(6)
(2) CLUSTER PLATE
(BEARING)
#3 TIES AS SHOWN
2
FINISH GRADE
(1) 2"11) &
/(1) 1"11)
-~" (1) 1"0 PVC
7 CONDUIT. TYP.
APPLICANT:
1452 EDINGER AVENUE, 3rd FLOOR
TUSTIN, CA 92780
ENGINEER:
BECHTEL INFRASTRUCTURE
AND POWER CORPORATION
16808 ARMSTRONG AVENUE,
SUITE 225, IRVINE, CA 92606
l°RAWN BY:
CHECKED BY:
REVISIONS:
1 05/26/21 REVISED PER CITY SB COMMENTS
0 07/15/20 ISSUED FOR PERMIT/ SAS CONSTRUCTION
A 06/05/20 ISSUED FOR REVIEW SRR
REV DATE DESCRIPTION BY
LICENSER:
PROJECT INFORMATION:
NWPTB NODE 015A
1991 PORT EDWARD CIR
NEWPORT BEACH, CA 92660
BECHTEL DRAWING NUMBER
26134-617-C0-0000-01032-001
SHEET TITLE:
FOUNDATION DETAILS
SHEET NUMBER:
UD-2
D
C
B
L-
A
PA2021-123
Wl 2-1 W4-1
SHARE
THE
ROAD
W16 -1 C20(BI KE)
6
W20-5(RT) C30( CA)(BK)
0 I 0 0
~
.,
<i
J.
~ u ~ 01 u
~
C30(CA) W4-2(RT)
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KEEP END SIDEWALK CLOSED """'=' I®] ... MUST ROADWORK RIGHT TURN RIGHT CROSS HERE
R4-7A R3 -7(RT) R9-3A G20-2 R9 -11A
T.A.N.S.A.T
NEWPORT HILLS DR E
25 MPH
0:::
0
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0
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POLE ID --TAPER --
#3454
T.A.N.S.A.T
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5 4
LEGEND:
rFLAGGER PROJECT f ····==~ FLASH ING L DRIVEWAY eJ slGN ~ SITE ARROWBOARD
TOW-AWAY
e coNE H BARRICADE@ TRAFFIC T.A.N.S.A.T. NO STOPPING SIGNAL
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NOTES:
1. CONTRACTOR TO NOTIFY RESIDENTS NEAR PROJECT
SITE PRIOR TO THE START OF WORK.
2. CONTRACTOR TO PROVIDE ACCESS FOR PEDESTRIANS
AT ALL TIMES.
FLAGGING
REF: 2019 WATCHBOOK -14TH EDITION -PAGE#20
AT THE TIME OF PERMITTING CONSTRUCTION IS TO GIVE
A DETAILED WORK SCHEDULE:
DAYS OF THE WEEK: MONDAY -FRIDAY
HOURS OF WORK: 9:00AM -3:00PM
TOTAL DURATION: 21 NON-CONSECCUTIVE
WORKING DAYS
ANY TIME
1
FULL SCALE 1"=40'-Q"
40 20 0 40 80 FT
N
HALF SCALE 1 "=80'-o"
APPLICANT:
at&t
Mobility
1452 EDINGER AVENUE, 3rd FLOOR
TUSTIN, CA 92780
ENGINEER:
-BECHTEL INFRASTRUCTURE
AND POWER CORPORATION
16808 ARMSTRONG AVENUE,
SUITE 225, IRVINE, CA 92606
(DRAWN BY:
CHECKED BY:
D
REVISIONS: 1--,---,-------r-"'"1 C
1
0
REV
05/24/21 REVISED PER CITY
COMMENTS
07/10/20 ISSUED FOR PERMIT
DATE DESCRIPTION
LICENSER:
PROJECT INFORMATION:
NWPTB NODE 015A
1991 PORT SUTTON DR
NEWPORT BEACH, CA 92660
BECHTEL DRAWING NUMBER
26134-617-C0-0000-01032-001
SHEET TITLE:
SAS
SP
BY
TRAFFIC CONTROL PLAN
SHEET NUMBER:
TCP -1
B
A
PA2021-123