HomeMy WebLinkAbout1108 3%4 N Harbor Blvd Unit# WCC03 - PlanNOT
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CITY OF SANTA ANA
Planning and Building Agency
Project #: KHCLE-80917
FA Number. 12844672
Site Name: BUDGET INN HOTEL
APPENDIX A
ROOFTOP REVIEW SUMMARY FORM
ATn MVt6 d
FOR PERMIT ISSUANCE
Master ID:
Date:
CITY OF SANTA ANA
Planning and Building Agency
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CITY OF SANTA ANA
Planning and Building Agency
FA Number: 10086011
Site Name: 1341VINELAND
APPENDIX B
LOAD COMPARISON RESULTS
Project #: KHCLE-79770
Page 2
Anni rnvpd
FOR PERMIT ISSUANCE
Master ID-
Date:
CITY OF SANTA ANA
Planning and Building Agency
Rooftop Loading Comparison
PROJECTr
r
USID
253185
FA Number
12844672
Site Name
BUDGET INN HOTEL
KH Project #
KHCLE-80917
PREVIOUS ANALYSIS
Equipment
DEAD LOADS (2021DESIGN)
I quantity I Unit Weight (Ibs)
I Total Weight (Ins)
Antenna (Generic)
1 9 1 68
612
DC Unit
1 2 34.9
69.8
Radio (Generic)
1 36 72
2592
Total Appurtenance Weight (Ibs)
3274
+
PROPOSED
Equipment
REMAINING
Quantity
DEAD LOADS
Unit Weight (Ibs)
Total Weight (Ibs)
RRUS-8843 62/1366A
3
75
225
RRUS-4449 65/612
3
73
219
RRUS-4478 B14
3
59.4
178.2
RRUS-E2 B29
3
52.9
158.7
RRUS-4415 B30
3
47.4
142.2
DC Unit
3
34.9
104.7
Commscope NNH4-65A-R6H4
3
86.5
259.5
Ericsson AIR6472 B77G/B77M
3
67.1
201.3
Quintel QS4658-3E
3
67.9
203.7
Quintel4658-7
3
68
204
Total Appurtenance Weight (Ibs)
1896
Proposed Equipment
SUMMARY
DEAD LOAD
Previous SA Dead Load
3274
Proposed+Existing Dead Load
1896
Percent Increase
1 -42.1%
Note: Equipment is fully shielded by existing concealment structure;
therefore, there is negligible change in lateral wind loading.
Seismic loading directly correlates to dead load; therefore, there is a
similar percent increase in lateral and vertical seismic loading.
Kiml
Approved
OW*n ISSUANCE
Master ID:
Date:
Eukon
www.eukongroup.com
65 POST, SUITE 1000
IRVINE, CA 92618
TEL: (949) 553-8566
an SFC Communications, Inc. Company
CLL01585
1108 N. HARBOR BLVD.
SANTA ANA, CA 92703
REV DATE DESCRIPTION
SUBMITTALS
A 04/12/25 90% CONSTRUCTION DRAWINGS
PROJECT INFORMATION
SHEET TITLE
SHEET NUMBER
DRAWN BY:
MG --FE
CONSTRUCTION
DRAWINGS
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF THE LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
UTILITIES
CHECKED BY:
A&E
CHECKED BY:
1452 EDINGER AVE.
3RD FLOOR
TUSTIN, CA 92780
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0 06/27/25 100% CONSTRUCTION DRAWINGS
TITLE SHEET
SITE NUMBER: CLL01585
SITE NAME: BUDGET INN HOTEL
FA#: 12844672
USID#: 253185
SHEET INDEX
APPROVALS
AERIAL VIEWVICINITY MAP
DRIVING DIRECTIONS
SITE INFORMATION
CODE COMPLIANCE
PROJECT TEAM
GENERAL NOTES
PROJECT DESCRIPTION
AT&T RF ENGINEER:
SAQ MANAGER:
PROJECT MANAGER:
ZONING VENDOR:
LEASING VENDOR:
ZONING MANAGER:
PROPERTY OWNER:
APPROVED BY:DATE:
AT&T OPERATIONS:
THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS & AUTHORIZE THE
SUBCONTRACTOR TO PROCEED WITH THE ZONING DESCRIBED HEREIN. ALL DOCUMENTS ARE SUBJECT
TO REVIEW BY THE LOCAL BUILDING DEPARTMENT & MAY IMPOSE CHANGES OR MODIFICATIONS.
AT&T WIRELESS PROPOSES TO INSTALL A WIRELESS COMMUNICATIONS FACILITY. THE SCOPE WILL CONSIST
OF THE FOLLOWING:
UNDERGROUND SERVICE ALERT
UTILITY NOTIFICATION CENTER OF CALIFORNIA
(800) 422-4133
WWW.CALIFORNIA811.ORG
CALL 2-14 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION
THIS FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS
REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN 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.
IF CONTRACTOR ENCOUNTERS CONDITIONS IN FIELD, EITHER UNFORESEEN OR IN SOME MANNER IN
CONFLICT WITH THESE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE REGISTERED DESIGN
PROFESSIONAL OF SUCH CONDITIONS IN WRITING AND SHALL ACKNOWLEDGE ANY WORK DONE OUTSIDE
OF JURISDICTIONAL PERMITTED PLANS IS DONE AT CONTRACTORS OWN RISK.
FOR "SPECIAL INSPECTIONS" SPECIFIC TO THIS PROJECT PURSUANT TO CBC SECTION 1704.3, SEE SHEET
T-4, "STATEMENT OF SPECIAL INSPECTIONS"
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.
FULL SIZE = 24”x36”. ANY OTHER SIZE PRINT IS NOT ORIGINAL SCALE.
ALL INDICATED DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DIMENSIONS.
SITE SITE
PROJECT MANAGER:
EUKON GROUP
65 POST, SUITE 1000
IRVINE, CA 92618
CONTACT: AUSTIN PAPPAS
PHONE: (949) 292-4312
EMAIL: austin@eukongroup.com
RF ENGINEER:
SITE ACQUISITION:
ZONING:
EUKON GROUP
65 POST, SUITE 1000
IRVINE, CA 92618
CONTACT: JERRY AMBROSE
PHONE: (805) 637-7407
EMAIL: jambrose@wireless01.com
A&E CONTACT:
CONSTRUCTION:
·FIELD VERIFY AZIMUTHS AND ENSURE THE ANTENNAS ARE SHOOTING THE DESIGNED AZIMUTHS
·REMOVE (3) EXISTING AIR6449 B77D
·INSTALL (3) AIR6472 DB CBAND /DOD B77G/B77M
·REPLUMB (3) 8843 B2/B66A RRH TO POS1/POS3
·REPLUMB (3) 4478 B14 RRH TO POS3/POS4
·REUSE (3) EXISTING DC9, (9) POWER TRUNKS, (3) FIBER TRUNKS
·REUSE (1) EXISTING NETSURE 7100 INDOOR POWER PLANT W/-58
·INSTALL (4) C48/58 -2000P3
·REUSE (12) EXISTING R48-2000e3
·REUSE (28) EXISTING SBS170F
·REUSE (3) EXISTING 50A BREAKERS
·REMOVE ALL MDT BRACKETS
ADDRESS:
TELEPHONE COMPANY:-
POWER COMPANY:-
CONSTRUCTION TYPE:I-B
OCCUPANCY GROUP:R-1
PARCEL NUMBER:198-011-05
ZONING DISTRICT:SP2
ZONING JURISDICTION:CITY OF SANTA ANA
LONGITUDE (NAD 83):117° 55' 13.929" W
LATITUDE (NAD 83):
33.754653°
COUNTY:ORANGE COUNTY
PROPERTY OWNER:NORTH HARBOR
1.HEAD SOUTHEAST ON INDUSTRIAL DR. THEN 0.09 MI
2.TURN LEFT ONTO RED HILL AVE. THEN 0.1 MI
3.TURN LEFT ONTO EDINGER AVE. THEN 0.5 MI
4.TURN LEFT ONTO NEWPORT AVE. THEN 0.3 MI
5.TURN RIGHT AND TAKE RAMP ONTO CA-55 N (COSTA
MESA FWY). THEN 0.9 MI
6.TAKE EXIT 10B TOWARD SANTA ANA ONTO I-5 N (SANTA
ANA FWY). THEN 3.7 MI
7.TAKE EXIT 106 TOWARD LONG BEACH ONTO CA-22 W
(GARDEN GROVE FWY). THEN 3.0 MI
8.TAKE EXIT 12 TOWARD HARBOR BLVD. THEN 0.3 MI
9.TURN LEFT ONTO HARBOR BLVD. THEN 1.0 MI
10.TURN RIGHT.THEN 0.06 MI
11.1108 N HARBOR BLVD
SANTA ANA, CALIFORNIA 92703-1619
DIRECTIONS FROM AT&T OFFICE AT 1452 EDINGER AVE, TUSTIN, CA 92780
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.
HANDICAP REQUIREMENTS:
FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION, AND IS EXEMPTED FROM ACCESSIBILITY
REQUIREMENTS IN ACCORDANCE WITH 2022 CALIFORNIA BUILDING CODE SECTION 11B-203.5.
THIS FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS
REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN 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.
1.2022 CALIFORNIA ADMINISTRATIVE CODE
2.2022 CALIFORNIA BUILDING CODE
3.2022 CALIFORNIA ELECTRIC CODE
4.2022 CALIFORNIA MECHANICAL CODE
5.2022 CALIFORNIA PLUMBING CODE
6.2022 CALIFORNIA FIRE CODE
7.ANY LOCAL BUILDING CODE AMENDMENTS
8.CITY/COUNTY ORDINANCES
9.ANSI / TIA-222 STRUCTURAL CODE
10.NFPA 780 - LIGHTING PROTECTION CODE
SITE TYPE: ROOFTOP
SITE ADDRESS: 1108 N. HARBOR BLVD.
SANTA ANA, CA 92703
PRIMARY #: WSLOS0068836
SHEET DESCRIPTION
T-1 TITLE SHEET
A-2 EXISTING AND NEW EQUIPMENT PLAN
A-3 EXISTING AND NEW ANTENNA PLAN
A-4
A-5
EXISTING AND NEW SOUTH ELEVATIONS
A-1.1 ENLARGED SITE PLAN
A-1 SITE PLAN
REV
A
A
A
A
A
A
A
T-2 GENERAL NOTES, LEGEND, AND ABBREVIATIONS A
T-3 GENERAL SIGNAGE A
EQUIPMENT DETAILS A
A-4.1
A-3.1 EXISTING AND NEW RRU AND ANTENNA SCHEDULE A
1770 COWAN AVE., STE. 200
-117.920536°
33° 45' 16.7502" N
EXISTING AND NEW EAST ELEVATIONS
IRVINE, CA 92614
EUKON GROUP
65 POST, SUITE 1000
IRVINE, CA 92618
CONTACT: JERRY AMBROSE
PHONE: (805) 637-7407
EMAIL: jambrose@wireless01.com
JARED BROOKCONTACT:
AT&T
1452 EDINGER AVE, 3RD FLOOR
TUSTIN, CA 92780
CONTACT: SANDEEP MANGAT
PHONE: (530) 540-4201
EMAIL: sm2840@att.com
AT&T
1452 EDINGER AVE, 3RD FLOOR
TUSTIN, CA 92780
CONTACT: DAVID TOVLIN
PHONE: (562) 243-5168
EMAIL: dt2777@att.com
EUKON GROUP
65 POST, SUITE 1000
IRVINE, CA 92618
CONTACT: FRANCISCO ESPINOZA
PHONE: (949) 577-3953
EMAIL: francisco.espinoza@eukongroup.com
AGN-1 DC POWER DIAGRAM / EQUIPMENT & ANTENNA GROUNDING
AGN-2 GROUNDING DETAILS
HOUSING PARTNERS LP
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Eukon
www.eukongroup.com
65 POST, SUITE 1000
IRVINE, CA 92618
TEL: (949) 553-8566
an SFC Communications, Inc. Company
CLL01585
1108 N. HARBOR BLVD.
SANTA ANA, CA 92703
REV DATE DESCRIPTION
SUBMITTALS
A 04/12/25 90% CONSTRUCTION DRAWINGS
PROJECT INFORMATION
SHEET TITLE
SHEET NUMBER
DRAWN BY:
MG --FE
CONSTRUCTION
DRAWINGS
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF THE LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
UTILITIES
CHECKED BY:
A&E
CHECKED BY:
1452 EDINGER AVE.
3RD FLOOR
TUSTIN, CA 92780
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0 06/27/25 100% CONSTRUCTION DRAWINGS
ABBREVIATIONS
GENERAL NOTES,
LEGEND, AND
ABBREVIATIONS
GENERAL NOTES 15
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 CONFIRMING 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 AND 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
AND WITH THE LANDLORD'S AUTHORIZED REPRESENTATIVE.
8.SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED AND FIRE 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.
11.REPRESENTATIONS OF TRUE NORTH, OTHER THAN THOSE FOUND ON THE PLOT OF SURVEY DRAWING
(SHEET LS1 OR SHEET C-1), 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 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., AND UPON COMPLETION OF WORK REPAIR ANY DAMAGE
THAT OCCURRED DURING CONSTRUCTION TO THE SATISFACTION OF AT&T.
13.KEEP GENERAL AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, 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.PENETRATIONS OF ROOF MEMBRANES SHALL BE PATCHED/FLASHED AND MADE WATERTIGHT USING LIKE
MATERIALS IN ACCORDANCE WITH NRCA ROOFING STANDARDS AND DETAILS. CONTRACTOR SHALL OBTAIN
DETAILING CLARIFICATION FOR SITE-SPECIFIC CONDITIONS FROM ENGINEER, IF NECESSARY, BEFORE
PROCEEDING.
15.BEFORE ORDERING AND/OR BEFORE FABRICATING/CONSTRUCTING/INSTALLING ANY ITEMS, VERIFY THE
TYPES AND QUANTITIES.
16.CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE AND PAGER, AND KEEP SAME ON
SITE WHENEVER PERSONNEL ARE ON SITE.
17.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE SITE AND NOTIFY THE PROJECT
MANAGER OF ANY DISCREPANCIES BEFORE STARTING ANY WORK.
18.CONTRACTOR TO PROVIDE COMPLETE SET OF AS BUILT DRAWINGS WITHIN 10 WORKING DAYS OF PROJECT
COMPLETION.
19.CONTRACTOR IS TO EXCAVATE 6" BELOW EXISTING GRADE AND SPRAY WITH WEED CONTROL. REPLACE WITH
CLASS II AGGREGATE BASE AND CRUSHED WASHED ROCK. AS SPECIFIED ON SITE PLAN.
20.CONTRACTOR SHALL PROVIDE TOILET FACILITY DURING ALL PHASES OF CONSTRUCTION.
21.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 STRUCTURES 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.
NOTES FOR EXISTING AT&T CELL SITES:
1.PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO
FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS
SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE
ATTENTION OF CONTRACTOR.
2.SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY
WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED.
SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL
OR PROCEEDING WITH CONSTRUCTION.
3.THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY
SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING
EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. ALSO, WORK SHOULD BE SCHEDULED FOR AN
APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT.
4.SINCE THE CELL SITE IS ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND HIGH
LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING
ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER. PERSONAL RF EXPOSURE MONITORS ARE
ADVISED TO BE WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS.
5.SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, GROUNDING
CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. SUBCONTRACTOR SHALL
UTILIZE EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY. SUBCONTRACTOR SHALL CONFIRM
THE ACTUAL ROUTING WITH THE CONTRACTOR.
6.SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL
CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE
RETURNED TO THE OWNER'S DESIGNATED LOCATION.
LEGEND 7
-
-
-
-
A AMPERE
A&E ARCHITECTURE AND ENGINEERING
A.B. ANCHOR BOLT
ABV. ABOVE
AC ALTERNATE CURRENT/AIR CONDITIONER
ACCA ANTENNA CABLE COVER ASSEMBLY
ADD'L ADDITIONAL
A.F.F. ABOVE FINISHED FLOOR
A.F.G. ABOVE FINISHED GRADE
AIC AMPERE INTERRUPTING CAPACITY
ALUM. ALUMINUM
ALT. ALTERNATE
ANT. ANTENNA
APPR0X. APPROXIMATE(LY)
ARCH. ARCHITECT(URAL)
AT. AMPERE TRIP
AWG. AMERICAN WIRE GAUGE
BATT. BATTERY
BD. BOARD
BLDG. BUILDING
BLK. BLOCK
BLKG. BLOCKING
BM. BEAM
B.N. BOUNDARY NAILING
BR. BRANCH
BRKR. BREAKER
BTCW. BARE TINNED COPPER WIRE
BTS. BASE TRANSMISSION SYSTEM
B.O.F. BOTTOM OF FOOTING
B/U BACK-UP CABINET
C CONDUIT
CAB. CABINET
CANT. CANTILEVER(ED)
CB. CIRCUIT BREAKER
CDMA CODE-DIVISION MULTIPLE ACCESS
CDUK CONSOLIDATION DISTRIBUTION UNIT KIT
C.I.P. CAST IN PLACE
CKT. CIRCUIT
C CENTERLINE
CLG. CEILING
CLR. CLEAR
CMU CONCRETE MASONRY UNIT
COL. COLUMN
CONC. CONCRETE
CONN. CONNECTION(OR)
CONST. CONSTRUCTION
CONT. CONTINUOUS
d PENNY (NAILS)
DBL. DOUBLE
DC DIRECT CURRENT
DEM. DEMAND
DEPT. DEPARTMENT
D.F. DOUGLAS FIR
DIA. DIAMETER
DIAG. DIAGONAL
DIM. DIMENSION
DO DITO (THE SAME)
DWG. DRAWING(S)
DWL. DOWEL(S)
(E)EXISTING
EA. EACH
EGR. EMERGENCY GENERATOR RECEPTACLE
EL. ELEVATION
ELEC. ELECTRICAL
ELEV. ELEVATOR
EMT. ELECTRICAL METALLIC TUBING
E.N. EDGE NAIL
ENCL. ENCLOSURE
ENG. ENGINEER
EQ. EQUAL
ESR EVALUATION SERVICE REPORT
EXP. EXPANSION
EXT. EXTERIOR
FAB. FABRICATION(OR)
FAC. FACTOR
F/A FIRE ALARM
F.F. FINISH FLOOR
F.G. FINISH GRADE
F.J. FLOOR JOIST
FIN. FINISH(ED)
FLR. FLOOR
FLUOR FLUORESCENT
FDN. FOUNDATION
F.O.C. FACE OF CONCRETE
F.O.M. FACE OF MASONRY
F.O.S. FACE OF STUD
F.O.W. FACE OF WALL
FRP FIBER REINFORCE POLYMER
F.S. FINISH SURFACE
FT.(') FOOT (FEET)
FTG. FOOTING
FU FUSE
G GROUND
GR GROWTH (CABINET)
GA. GAUGE
GALV. GALVANIZE(D)
GEN. GENERATOR
G.F.C.I. GROUND FAULT CIRCUIT INTERRUPTER
GLB. (GLU-LAM) GLUE LAMINATED BEAM
GND GROUND
GPS GLOBAL POSITIONING SYSTEM
GRND. GROUND
GSM GLOBAL SYSTEM MOBILE
HDBC HARD DRAWN COPPER WIRE
HDR. HEADER
HGR. HANGER
HPS HIGH PRESSURE SODIUM
HT. HEIGHT
ICC INTERNATIONAL CODE COUNCIL
ICGB. ISOLATED COPPER GROUND BUS
ILC INTEGRATED LEAD CENTER
IN.(") INCH(ES)
INT. INTERIOR
L.LONG(ITUDINAL)
LARR LOS ANGELES RESEARCH REPORT
LB.(#) POUND(S)
L.B. LAG BOLTS
L.F. LINEAR FEET (FOOT)
LG. LENGTH
LPS LOW PRESSURE SODIUM
LTE LONG TERM EVOLUTION
MAS. MASONRY
MAX. MAXIMUM
M.B. MACHINE BOLT
MECH. MECHANICAL
MFR. MANUFACTURER
MIN. MINIMUM
MISC. MISCELLANEOUS
MLO MAIN LUGS ONLY
MTD. MOUNTED
MTG. MOUNTING
MTL. METAL
MTS. MANUAL TRANSFER SWITCH
N NEUTRAL
(N) NEW
NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOC.
NO.(#) NUMBER
N.T.S. NOT TO SCALE
OBIF OPTICAL BASEBAND INTERFACE
OH OVERHEAD
O.C. ON CENTER
OPNG. OPENING
(P)PROPOSED
P POLE
P/C PRECAST CONCRETE
PCS PERSONAL COMMUNICATION SERVICES
PH PHASE
PLY. PLYWOOD
PNLBD PANELBOARD
PPC POWER PROTECTION CABINET
PRC PRIMARY RADIO CABINET
L.PROPERTY OR PROPERTY LINE
PRI PRIMARY
P.S.F. POUNDS PER SQUARE FOOT
P.S.I. POUNDS PER SQUARE INCH
P.T. PRESSURE TREATED
P.T.D.F. PRESSURE TREATED DOUGLAS FUR
PWR. POWER
QTY. QUANTITY
RAD.RADIATION
R RADIUS
RBS RADIO BASE STATION
RCPT. RECEPTACLE
REF. REFERENCE
REINF. REINFORCEMENT(ING)
REQ'D. REQUIRED
RF RADIO FREQUENCY
RGS. RIGID GALVANIZED STEEL
R.J. ROOF JOIST
R.R. ROOF RAFTER
RRU REMOTE RADIO UNIT (RADIO TRANSCEIVER)
RX-AIT RECEIVER AIR INTERFACE TRAY
SAF SAFETY
SAQ SITE ACQUISITION
SCH. SCHEDULE
SDBC SOFT DRAWN BARE COPPER SEC SECONDARY
SHT. SHEET
SIM. SIMILAR
S.N. SOLID NEUTRAL
SPEC. SPECIFICATION(S)
SQ. SQUARE
S.S. STAINLESS STEEL
STD. STANDARD
STL. STEEL
STRUC. STRUCTURAL
SURF SURFACE
SW SWITCH
TEL. TELEPHONE
TEMP. TEMPORARY
THK. THICK(NESS)
TMA TOWER MOUNTED AMPLIFIER (DC SUPPLY VOLTAGE)
T.N. TOE NAIL
T.O.A. TOP OF ANTENNA
T.O.C. TOP OF CURB
T.O.F. TOP OF FOUNDATION
T.O.P. TOP OF PLATE OR PARAPET
T.O.R.TOP OF ROOF
T.O.S. TOP OF STEEL
T.O.W. TOP OF WALL
TYP. TYPICAL
U.G. UNDER GROUND
U.L. UNDERWRITERS LABORATORY INC.
UMTS UNIVERSAL MOBIL TECH. SYS.
U.N.O. UNLESS NOTED OTHERWISE
V VOLT
VAC VOLT ALTERNATING CURRENT
V.I.F. VERIFY IN FIELD
W WATT OR WIRE
WD WIDE(WIDTH)
W/ WITH
W/O WITHOUT
WD. WOOD
W.P. WEATHERPROOF
WT. WEIGHT
XFER TRANSFER
XFMR TRANSFORMER
XLPE CROSS-LINK POLYETHYLENE
1
1
L
PROPERTY LINE / LEASE AREA
NEW POWER CABLE
NEW FIBER CABLE
NEW POWER AND FIBER CABLES
NEW HYBRID CABLES
OVERHEAD POWER CABLES
OVERHEAD COMMUNICATIONS CABLES
EXISTING POWER CABLES
EXISTING COMMUNICATION CABLES
EXISTING WATER PIPES
EXISTING SEWER PIPES
EXISTING STORM DRAIN PIPES
EXISTING GAS PIPES
EXISTING GASOLINE PIPES
CHAIN-LINK FENCING
GROUTED OR PLASTER
BRICK
MASONRY
CONCRETE
STEEL
EARTH
GRAVEL
PLYWOOD
SAND
WOOD CONTINUOUS
WOOD BLOCKING
SPOT ELEVATION
REVISION
GRID REFERENCE
ELECTRICAL BOX
TELEPHONE BOX
ELECTRICAL METER
SAFETY SWITCH (DISCONNECT)
AUTOMATIC TRANSFER SWITCH
CIRCUIT BREAKER
ELECTRICAL SWITCH
SMOKE DETECTOR
TRANSFORMER
UTILITY POLE
POLE MOUNTED XFMR
PAD MOUNTED XFMR
DETAIL REFERENCE
ELEVATION REFERENCE
SECTION REFERENCE
PWR
FBR
OHP
OHT
E
T
W
S
SD
G
GS
X
CENTER LINE
E
T
M
-
-
NEW COAX CABLES
S
S
P/F
HYBD
COAX
GROUND ROD
GROUND ROD WITH INSPECTION/TEST WELL
EXOTHERMIC GROUND CONNECTION
COMPRESSION GROUND CONNECTION
CHEMICAL ELECTROLYTIC GROUNDING
GROUNDING CONDUCTOR
GROUND BAR
NOT
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Eukon
www.eukongroup.com
65 POST, SUITE 1000
IRVINE, CA 92618
TEL: (949) 553-8566
an SFC Communications, Inc. Company
CLL01585
1108 N. HARBOR BLVD.
SANTA ANA, CA 92703
REV DATE DESCRIPTION
SUBMITTALS
A 04/12/25 90% CONSTRUCTION DRAWINGS
PROJECT INFORMATION
SHEET TITLE
SHEET NUMBER
DRAWN BY:
MG --FE
CONSTRUCTION
DRAWINGS
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF THE LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
UTILITIES
CHECKED BY:
A&E
CHECKED BY:
1452 EDINGER AVE.
3RD FLOOR
TUSTIN, CA 92780
NOT
F
O
R
CON
S
T
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U
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I
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T-3
EU
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V
2
_
1
1
-
1
8
-
2
2
0 06/27/25 100% CONSTRUCTION DRAWINGS
AT&T REQUIRED SIGNAGE
GENERAL SIGNAGE
1
GENERATOR BATTERY
NO SCALE
3 2
W
2
BATTERY
NO SCALE
3 0
W
2
CAUTION SIGNS
NO SCALE
INFO SIGN #5
NO SCALE
CAUTION SIGN
NO SCALE
INFO SIGN #3
NO SCALE
INFO SIGN #2
NO SCALE
INFO SIGN #4
NO SCALE
INFO SIGN #1
NO SCALE
STRUCTURE TYPE
DIESEL
NO SCALE
0 2
0
0
SIGNAGE GUIDELINES CHART
GENERAL SIGNAGE GUIDELINES
INFO SIGN #1 INFO SIGN #2 INFO SIGN #3 INFO SIGN #4 INFO SIGN #5 STRIPING NOTICE SIGN CAUTION SIGN
TOWERS
MONOPOLE / MONOPINE / MONOPALM / FAUX
EUCALYPTUS / BROADLEAF
SCE TOWERS / TOWERS WITH HIGH VOLTAGE
LIGHT POLES / FLAG POLES
UTILITY WOOD POLES (JPA)
MICROCELLS MOUNTED ON NON-JPA POLES
ROOFTOPS
AT ALL ACCESS POINTS TO THE ROOF
ON ANTENNAS
CONCEALED ANTENNAS
ANTENNAS MOUNTED FACING OUTSIDE THE
BUILDING
ANTENNAS ON SUPPORT STRUCTURE
ROOF VIEW GRAPH:
RADIATION AREA IS WITHIN 3FT FROM ANTENNA
RADIATION AREA IS BEYOND 3FT FROM ANTENNA
CHURCH STEEPLES
WATER TOWERS
NOTES FOR ROOFTOP SITES:
1. EITHER NOTICE OR CAUTION SIGNS NEED TO BE POSTED AT EACH SECTOR AS CLOSE AS POSSIBLE TO: THE OUTER EDGE OF THE STRIPED OFF AREA OF THE OUTER ANTENNAS OF THE SECTOR.
2. IF ROOFVIEW SHOWS: ONLY BLUE = NOTICE SIGN, BLUE AND YELLOW = CAUTION SIGN, ONLY YELLOW = CAUTION SIGN TO BE INSTALLED.
3. SHOULD THE REQUIRED STRIPING AREA INTERFERE WITH ANY STRUCTURES OR EQUIPMENT (A/C, VENTS, ROOF HATCH, DOORS, OTHER ANTENNAS, DISHES, ETC.).
PLEASE NOTIFY AT&T TO MODIFY THE STRIPING AREA, PRIOR TO STARTING THE WORK.
ENTRANCE
GATES, SHELTER
DOORS OR ON
THE OUTDOOR
CABINETS
ON THE POLE,
NO LESS THAN
3FT BELOW THE
ANTENNA AND
NO
ON BACKSIDE OF
ANTENNAS
ON THE SIDE OF
ANTENNAS
ON THE SHELTER
DOOR OR ON ONE
OUTDOOR
EQUIPMENT
CABINET
----
AT THE HEIGHT
OF THE FIRST
CLIMBING STEP,
MIN. 9FT ABOVE
GROUND
ENTRANCE
GATES, SHELTER
DOORS OR ON
THE OUTDOOR
CABINETS
ON THE POLE,
NO LESS THAN
3FT BELOW THE
ANTENNA AND
NO
ON BACKSIDE OF
ANTENNAS
ON THE SIDE OF
ANTENNAS
ON THE SHELTER
DOOR OR ON ONE
OUTDOOR
EQUIPMENT
CABINET
----
AT THE HEIGHT
OF THE FIRST
CLIMBING STEP,
MIN. 9FT ABOVE
GROUND
ENTRANCE
GATES, SHELTER
DOORS OR ON
THE OUTDOOR
CABINETS
ON THE POLE,
NO LESS THAN
3FT BELOW THE
ANTENNA AND
NO
ON BACKSIDE OF
ANTENNAS
ON THE SIDE OF
ANTENNAS
ON THE SHELTER
DOOR OR ON ONE
OUTDOOR
EQUIPMENT
CABINET
------
ENTRANCE
GATES, SHELTER
DOORS OR ON
THE OUTDOOR
CABINETS
ON THE POLE,
NO LESS THAN
3FT BELOW THE
ANTENNA AND
NO
ON BACKSIDE OF
ANTENNAS
ON THE SIDE OF
ANTENNAS
ON THE SHELTER
DOOR OR ON ONE
OUTDOOR
EQUIPMENT
CABINET
--
IF GP MAX VALUE OF MPE AT
ANTENNA LEVEL IS: 0-99%: NOTICE
SIGN; OVER 99%: CAUTION SIGN AT
NO LESS THAT 3FT BELOW ANTENNA
AND 9FT ABOVE GROUND
ENTRANCE
GATES, SHELTER
DOORS OR ON
THE OUTDOOR
CABINETS
ON THE POLE,
NO LESS THAN
3FT BELOW THE
ANTENNA AND
NO
ON BACKSIDE OF
ANTENNAS
ON THE SIDE OF
ANTENNAS
ON THE SHELTER
DOOR OR ON ONE
OUTDOOR
EQUIPMENT
CABINET
DIAGONAL,
YELLOW STRIPING
AS TO ROOF VIEW
GRAPH
NOTICE OR CAUTION SIGN AT NO LESS
THAN 9FT ABOVE GROUND: ONLY IF
THE EXPOSURE EXCEEDS 90% OF THE
GENERAL PUBLIC EXPOSURE AT 6FT
ABOVE GROUND
X
X
X
X
X
X
X
X
X
X
X X
EITHER NOTICE OR CAUTION SIGN
(BASED ON ROOFVIEW RESULTS) AT
ANTENNAS/BARRIER
ADJACENT TO
EACH ANTENNA
ADJACENT TO
EACH ANTENNA
ACCESS TO
STEEPLE
ADJACENT TO
ANTENNAS IF
ANTENNAS ARE
CONCEALED
ON BACKSIDE OF
ANTENNAS
ON THE SIDE OF
ANTENNAS
ON THE SHELTER
DOOR OR ON ONE
OUTDOOR
EQUIPMENT
CABINET
----Caution sign at the
antennas
ACCESS TO
LADDER
ADJACENT TO
ANTENNAS IF
ANTENNAS ARE
CONCEALED
ON BACKSIDE OF
ANTENNAS
ON THE SIDE OF
ANTENNAS
ON THE SHELTER
DOOR OR ON ONE
OUTDOOR
EQUIPMENT
CABINET
----
Caution sign beside
info sign #1, min. 9ft
above ground
NOT
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CON
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Eukon
www.eukongroup.com
65 POST, SUITE 1000
IRVINE, CA 92618
TEL: (949) 553-8566
an SFC Communications, Inc. Company
CLL01585
1108 N. HARBOR BLVD.
SANTA ANA, CA 92703
REV DATE DESCRIPTION
SUBMITTALS
A 04/12/25 90% CONSTRUCTION DRAWINGS
PROJECT INFORMATION
SHEET TITLE
SHEET NUMBER
DRAWN BY:
MG --FE
CONSTRUCTION
DRAWINGS
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF THE LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
UTILITIES
CHECKED BY:
A&E
CHECKED BY:
1452 EDINGER AVE.
3RD FLOOR
TUSTIN, CA 92780
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
A-1
EU
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_
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7
5
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1
1
-
1
8
-
2
2
0 06/27/25 100% CONSTRUCTION DRAWINGS
SITE PLAN SCALE 120'60'30'030'15'
1"=30'-0"1
90°
135
°
45°
270°
225
°
180°
315
°
0°
NOTES:
1.IF DIMENSIONS SHOWN ON PLAN DO NOT
SCALE CORRECTLY, CHECK FOR REDUCTION
OR ENLARGEMENT FROM ORIGINAL PLANS.
2.CONTRACTOR SHALL FIELD VERIFY ALL
DIMENSIONS.
3.UTILITY DESIGNS AND ROUTES ARE
PRELIMINARY PENDING FINAL DESIGN BY
UTILITY PROVIDER.
4.THIS SITE PLAN IS NOT INTENDED TO BE A
LAND SURVEY.
SITE PLAN
EXISTING SLAB BOX
#P5341663
~EXISTING SCE
EASEMENT~
~EXISTING PARKING~
~EXISTING SCE
EASEMENT~
SE
C
T
O
R
"
A
"
AZ
I
M
U
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:
1
5
°
HA
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PROPERTY LINE
~EXISTING BUILDING~
SE
C
T
O
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"
B
"
AZ
I
M
U
T
H
:
1
7
0
°
SECTOR "C
"
AZIMUTH:
2
8
0
°
~EXISTING BUILDING~~EXISTING BUILDING~
SEE ENLARGED SITE PLAN
1
A-1.1
NOT
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NOT
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CON
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CON
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I
O
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Eukon
www.eukongroup.com
65 POST, SUITE 1000
IRVINE, CA 92618
TEL: (949) 553-8566
an SFC Communications, Inc. Company
CLL01585
1108 N. HARBOR BLVD.
SANTA ANA, CA 92703
REV DATE DESCRIPTION
SUBMITTALS
A 04/12/25 90% CONSTRUCTION DRAWINGS
PROJECT INFORMATION
SHEET TITLE
SHEET NUMBER
DRAWN BY:
MG --FE
CONSTRUCTION
DRAWINGS
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF THE LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
UTILITIES
CHECKED BY:
A&E
CHECKED BY:
1452 EDINGER AVE.
3RD FLOOR
TUSTIN, CA 92780
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
A-1.1
EU
K
O
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_
A
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&
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7
5
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1
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1
8
-
2
2
0 06/27/25 100% CONSTRUCTION DRAWINGS
ENLARGED SITE PLAN 32'16'8'4'08'SCALE
3/32"=1'-0"1
90°
135
°
45°
270°
225
°
180°
315
°
0°
NOTES:
1.IF DIMENSIONS SHOWN ON PLAN DO NOT SCALE
CORRECTLY, CHECK FOR REDUCTION OR
ENLARGEMENT FROM ORIGINAL PLANS.
2.CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.
3.THIS SITE PLAN IS NOT INTENDED TO BE A LAND
SURVEY.
ENLARGED SITE PLAN
EXISTING AT&T EQUIPMENT LEASE AREA
SEE EQUIPMENT PLAN
1,2
A-2
SE
C
T
O
R
"
A
"
AZ
I
M
U
T
H
:
1
5
°
SE
C
T
O
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"
B
"
AZ
I
M
U
T
H
:
1
7
0
°
SECTOR "C
"
AZIMUTH:
2
8
0
°
HA
R
B
O
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B
L
V
D
.
CL
EXISTING SLAB BOX
#P5341663
~EXISTING PARKING~
PROPERTY LINE
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
~EXISTING SCE
EASEMENT~
EXISTING AT&T ANTENNA AREA
SEE ANTENNA PLAN
1,2
A-3
EXISTING AT&T ANTENNA AREA
SEE ANTENNA PLAN
1,2
A-3
NOT
F
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CON
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I
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NOT
F
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CON
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I
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NOT
F
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CON
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I
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NOT
F
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CON
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I
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Eukon
www.eukongroup.com
65 POST, SUITE 1000
IRVINE, CA 92618
TEL: (949) 553-8566
an SFC Communications, Inc. Company
CLL01585
1108 N. HARBOR BLVD.
SANTA ANA, CA 92703
REV DATE DESCRIPTION
SUBMITTALS
A 04/12/25 90% CONSTRUCTION DRAWINGS
PROJECT INFORMATION
SHEET TITLE
SHEET NUMBER
DRAWN BY:
MG --FE
CONSTRUCTION
DRAWINGS
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF THE LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
UTILITIES
CHECKED BY:
A&E
CHECKED BY:
1452 EDINGER AVE.
3RD FLOOR
TUSTIN, CA 92780
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
A-2
EU
K
O
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_
A
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&
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_
7
5
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1
1
-
1
8
-
2
2
0 06/27/25 100% CONSTRUCTION DRAWINGS
SCALE 16'8'4'04'2'
1/4"=1'-0"2
NOTE:
1.IF DIMENSIONS SHOWN ON
PLAN DO NOT SCALE
CORRECTLY, CHECK FOR
REDUCTION OR ENLARGEMENT
FROM ORIGINAL PLANS.
2.CONTRACTOR SHALL FIELD
VERIFY ALL DIMENSIONS.
EXISTING AND NEW
EQUIPMENT PLAN
EXISTING EQUIPMENT PLAN
90°
135
°
45°
270°
225
°
180°
315
°
0°
EXISTING AC UNITS, 2-TYP.
EXISTING CABLE TRAY
12
'
-
0
"
EX
I
S
T
I
N
G
A
T
&
T
L
E
A
S
E
A
R
E
A
~STORAGE UNIT~
~STORAGE UNIT~
~HALLWAY~
EXISTING TELCO BOARD
EXISTING AC PANEL
16'-0"
EXISTING AT&T LEASE AREA
EXISTING NETSURE 7100 SYSTEM 1000A DCPP
EQUIPPED WITH (12) EXISTING POWERSAFE BATTERY
SBS170F, (12) R48-2000e3 RECTIFIERS
~UTILITY ROOM~
EXISTING VDC BATTERY RACK WITH
(16) SBS170F (2023) BATTERIES
EXISTING AC UNITS, 2-TYP.
EXISTING CABLE TRAY
12
'
-
0
"
EX
I
S
T
I
N
G
A
T
&
T
L
E
A
S
E
A
R
E
A
~STORAGE UNIT~
~STORAGE UNIT~
~HALLWAY~
EXISTING TELCO BOARD
EXISTING AC PANEL
16'-0"
EXISTING AT&T LEASE AREA
EXISTING RACK WITH
(3) 50A BREAKERS, (3) DC12-48-60-RM,
(2) 6630, (1) 6648, (1) 6601, (1) XMU,
FLEXI HAUL HSN8300NA
EXISTING NETSURE 7100 SYSTEM 1000A DCPP
EQUIPPED WITH (12) EXISTING POWERSAFE BATTERY
SBS170F, (12) R48-2000e3 RECTIFIERS
INSTALL (4) C48/58-2000P3
~UTILITY ROOM~
EXISTING VDC BATTERY RACK WITH
(16) SBS170F (2023) BATTERIES
90°
135
°
45°
270°
225
°
180°
315
°
0°
SCALE 16'8'4'04'2'
1/4"=1'-0"1NEW EQUIPMENT PLAN
EXISTING RACK WITH
(3) 50A BREAKERS, (3) DC12-48-60-RM,
(2) 6630, (1) 6648, (1) 6601, (1) XMU,
FLEXI HAUL HSN8300NA
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
Eukon
www.eukongroup.com
65 POST, SUITE 1000
IRVINE, CA 92618
TEL: (949) 553-8566
an SFC Communications, Inc. Company
CLL01585
1108 N. HARBOR BLVD.
SANTA ANA, CA 92703
REV DATE DESCRIPTION
SUBMITTALS
A 04/12/25 90% CONSTRUCTION DRAWINGS
PROJECT INFORMATION
SHEET TITLE
SHEET NUMBER
DRAWN BY:
MG --FE
CONSTRUCTION
DRAWINGS
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF THE LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
UTILITIES
CHECKED BY:
A&E
CHECKED BY:
1452 EDINGER AVE.
3RD FLOOR
TUSTIN, CA 92780
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
A-3
EU
K
O
N
_
A
T
&
T
_
7
5
C
D
_
M
O
N
O
P
O
L
E
T
E
M
P
L
A
T
E
_
V
2
_
1
1
-
1
8
-
2
2
0 06/27/25 100% CONSTRUCTION DRAWINGS
90°
135
°
45°
270°
225
°
180°
315
°
0°
NOTE:
1.IF DIMENSIONS SHOWN ON PLAN DO NOT SCALE
CORRECTLY, CHECK FOR REDUCTION OR
ENLARGEMENT FROM ORIGINAL PLANS.
2.CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.
3.ANTENNA AND MW AT&T SPECIFICATIONS REFER TO
ANTENNA SCHEDULE AND TO FINAL CONSTRUCTION
RFDS FOR ALL RF DETAILS.
EXISTING ANTENNA PLAN 4'2'1'6"01'SCALE
3/4"=1'-0"1NEW ANTENNA PLAN
EXISTING AND NEW
ANTENNA PLAN
90°
135
°
45°
270°
225
°
180°
315
°
0°
4'2'1'6"01'SCALE
3/4"=1'-0"2
C1
SE
C
T
O
R
"
A
"
AZ
I
M
U
T
H
:
1
5
°
SE
C
T
O
R
"
B
"
AZ
I
M
U
T
H
:
1
7
0
°
SECTOR "C
"
AZIMUTH:
2
8
0
°
C2
C3
B1 B2 B3
A3 A2 A1
EXISTING RRUS-LTE MOUNTED ON
H-FRAME (12 PER SECTOR)
EXISTING DC-9 SURGE
SUPPRESSOR (3 TOTAL)
EXISTING PANEL ANTENNAS
(3 PER SECTOR, 9 TOTAL)
EXISTING AT&T AIR6449 N77D ANTENNA
(TYP.-1 PER SECTOR, 3 TOTAL)
TO BE REMOVE
EXISTING GPS ANTENNA
EXISTING 2" Ø MW ANTENNA, 2 TYP.
EXISTING CABLE TRAY
EXISTING PIM RF BARRIER
ADHERED TO PARAPET, TYP.
EXISTING FRP SCREEN WALL
LOUVER TO RESEMBLE METAL
FINISH
2'-8"
19'-6"
EXISTING FRP SCREEN
18
'
-
1
0
"
EX
I
S
T
I
N
G
F
R
P
S
C
R
E
E
N
19'-11"
EXISTING FRP SCREEN
C1
SE
C
T
O
R
"
A
"
AZ
I
M
U
T
H
:
1
5
°
SE
C
T
O
R
"
B
"
AZ
I
M
U
T
H
:
1
7
0
°
SECTOR "C
"
AZIMUTH:
2
8
0
°
C2
C3
B1 B2 B3
A3 A2 A1
EXISTING RRUS-LTE MOUNTED ON
H-FRAME (12 PER SECTOR)
RRU 4478-B14
RELOCATED TO A3, A4
EXISTING DC-9 SURGE
SUPPRESSOR (3 TOTAL)
EXISTING PANEL ANTENNAS
(3 PER SECTOR, 9 TOTAL)
EXISTING GPS ANTENNA
EXISTING 2" Ø MW ANTENNA,
2 TYP.
EXISTING CABLE TRAY
EXISTING PIM RF BARRIER
ADHERED TO PARAPET, TYP.
EXISTING FRP SCREEN WALL
LOUVER TO RESEMBLE METAL
FINISH
19'-6"
EXISTING FRP SCREEN
18
'
-
1
0
"
EX
I
S
T
I
N
G
F
R
P
S
C
R
E
E
N
19'-10"
EXISTING FRP SCREEN
EXISTING RRUS-LTE MOUNTED ON
H-FRAME (12 PER SECTOR)
RRU 4478-B14
RELOCATED TO B3, B4
EXISTING RRUS-LTE MOUNTED ON
H-FRAME (12 PER SECTOR)
RRU 4478-B14
RELOCATED TO C3, C4
1,2
A-5
NEW AIR6472 B77G/B77M
ANTENNAS
(1 PER SECTOR, 3 TOTAL)
A4
3'-0"3'-0"3'-0"
3'-0"3'-0"3'-0"
3'
-
0
"
3'
-
0
"
3'
-
0
"
B4
C4
6'-0"6'-0"
6'-0"6'-0"
6'
-
0
"
6'
-
0
"
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
Eukon
www.eukongroup.com
65 POST, SUITE 1000
IRVINE, CA 92618
TEL: (949) 553-8566
an SFC Communications, Inc. Company
CLL01585
1108 N. HARBOR BLVD.
SANTA ANA, CA 92703
REV DATE DESCRIPTION
SUBMITTALS
A 04/12/25 90% CONSTRUCTION DRAWINGS
PROJECT INFORMATION
SHEET TITLE
SHEET NUMBER
DRAWN BY:
MG --FE
CONSTRUCTION
DRAWINGS
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF THE LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
UTILITIES
CHECKED BY:
A&E
CHECKED BY:
1452 EDINGER AVE.
3RD FLOOR
TUSTIN, CA 92780
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
A-3.1
EU
K
O
N
_
A
T
&
T
_
7
5
C
D
_
M
O
N
O
P
O
L
E
T
E
M
P
L
A
T
E
_
V
2
_
1
1
-
1
8
-
2
2
0 06/27/25 100% CONSTRUCTION DRAWINGS
EXISTING AND NEW RRU AND ANTENNA SCHEDULE SCALE
NONE 1
EXISTING AND NEW
RRU AND ANTENNA
SCHEDULE
COAX
-
AL
P
H
A
SE
C
T
O
R
A1
SECTOR
A2
A3
A4
SIZE COUNT
-
FIBER
-
-
SIZE COUNT
1
-
-
POWER
6
-
-
SIZE COUNT
3
-
-
RET
-
-
-
SIZE COUNT
-
-
-
MICROWAVE
-
-
SIZE COUNT
-
-
BE
T
A
SE
C
T
O
R
B1
B2
B3
B4
C1
C2
C3
C4
0 12
TOTAL CABLE
COUNT
3 0 09
EXISTING CABLE COUNT
LENGTH
-
GA
M
M
A
SE
C
T
O
R
------
----
--
-
----
----
-----
-----
COAX
AL
P
H
A
SE
C
T
O
R
A1
SECTOR
A2
A3
A4
SIZE COUNT
FIBER
SIZE COUNT
POWER
SIZE COUNT
RET
SIZE COUNT
MICROWAVE
SIZE COUNT
BE
T
A
SE
C
T
O
R
B1
B2
B3
B4
C1
C2
C3
C4
TOTAL CABLE
COUNT
FINAL CABLE COUNT
LENGTH
GA
M
M
A
SE
C
T
O
R
--
----
----
-----
-----
SECTOR
A1
RF DATA SCHEDULE @ TOWER
A2
AL
P
H
A
SE
C
T
O
R
QTY.
REMOTE RADIO UNIT (RRUS)
1
1
MICROWAVE DISH
(E) MODEL SIZE
ANTENNA
A3
A4
FINAL MODEL(E) MODEL QTY.
-INTEGRATED
QTY.
N/A
(E) MODEL
N/A
SIZE
N/A
QTY.FINAL MODELSIZE (E)
TECHNOLOGY
FINAL
TECHNOLOGYQTY.(E)
AZIMUTH
15°
FINAL
AZIMUTH
(E) RAD
CENTER
FINAL RAD
CENTER
36'-0"
COMBINERS
(E)
QTY.
-
FINAL
QTY.
-
FINAL MODEL
-
DI PLEXERS
(E)
QTY.(E) MODEL FINAL
QTY.FINAL MODEL
B1
B2
BE
T
A
SE
C
T
O
R
B3
B4
TOTAL:15 15 0 12 12 0 0 0
(E) RRUS FINAL RRUS MICROWAVE(s)(E) ANTENNA(s)FINAL ANTENNAS (E) DIPLEXERS(s)FINAL DIPLEXER(s)(E)
COMBINERS
0
FINAL
COMBINERS
(E)
QTY.
RAYCAP (SURGE)
(E) MODEL FINAL
QTY.FINAL MODEL
3
FINAL
RAYCAPS
3
(E) RAYCAPS
C1
C2
GA
M
M
A
SE
C
T
O
R
C3
C4
N/A N/A N/A
RRUS-E2 B29
RRUS-4415 B30
RRUS-8843 B2/B66A
RRUS-4449 B5/B12
N/A N/A N/A
RAYCAP
DC9-48-60-24-PC-EV
RRUS-4478 B14
---
4'1
---
--
--
---
-
-
-
-
-
-
-
-
LTE 700/
850/LTE
1750
LTE FN/AWS
/ 700-DE -
-
-
-1
1
1
2.5'1
5'COMMSCOPE
NNH4-65A-R6H41
-
-
-
-
--
--
--
--
--
--
--
--
--
-
-
-
-
-
-
--
-
-
-
-
-
-
-
-
------
--
--
-
-
-
-
-
-
-
-
------
--
1
--
--
--
--
--
--
--
--
--
--
--
-
-
-
--
-
---
-
--
-
--
--
----
--
1
1
1
RRUS-E2 B29
RRUS-4415 B30
RRUS-4478 B14
QUINTEL
QS4658-7
36'-0"ERICSSON AIR6449 N77D CBAND CBAND/DoD2.5'INTEGRATED
RRUS-8843 B2/B66A
RRUS-4449 B5/B12
1 ERICSSON AIR6472 B77G/B77M 36'-6"
QUINTEL
QS4658-3E 4'1 QUINTEL
QS4658-3E
QUINTEL
QS4658-7 4'
5'
4'LTE FN/AWS
/ 700-DE
COMMSCOPE
NNH4-65A-R6H4
LTE 700/
850/LTE
1750
LTE FN/AWS
/ 700-DE
LTE FN/AWS
/ 700-DE
36'-0"
36'-0"36'-0"
36'-0"36'-0"
4'1
LTE 700/
850/LTE
1750
LTE FN/AWS
/ 700-DE
1
1
1
2.5'1
5'COMMSCOPE
NNH4-65A-R6H41
QUINTEL
QS4658-7
ERICSSON AIR6449 N77D CBAND CBAND/DoD2.5'1 ERICSSON AIR6472 B77G/B77M
QUINTEL
QS4658-3E 4'1 QUINTEL
QS4658-3E
QUINTEL
QS4658-7 4'
5'
4'LTE FN/AWS
/ 700-DE
COMMSCOPE
NNH4-65A-R6H4
LTE 700/
850/LTE
1750
LTE FN/AWS
/ 700-DE
LTE FN/AWS
/ 700-DE
4'1
LTE 700/
850/LTE
1750
LTE FN/AWS
/ 700-DE
1
1
1
2.5'1
5'COMMSCOPE
NNH4-65A-R6H41
QUINTEL
QS4658-7
ERICSSON AIR6449 N77D CBAND CBAND/DoD2.5'1 ERICSSON AIR6472 B77G/B77M
QUINTEL
QS4658-3E 4'1 QUINTEL
QS4658-3E
QUINTEL
QS4658-7 4'
5'
4'LTE FN/AWS
/ 700-DE
COMMSCOPE
NNH4-65A-R6H4
LTE 700/
850/LTE
1750
LTE FN/AWS
/ 700-DE
LTE FN/AWS
/ 700-DE
15°
15°15°
15°15°
15°15°
170°36'-0"
36'-0"36'-6"
36'-0"
36'-0"36'-0"
36'-0"36'-0"
170°
280°36'-0"
36'-0"36'-6"
36'-0"
36'-0"36'-0"
36'-0"36'-0"
280°
170°170°
170°170°
170°170°
280°280°
280°280°
280°280°
----
----
----
-
-
-
--
RAYCAP
DC9-48-60-24-PC-EV1
RAYCAP
DC9-48-60-24-PC-EV1RAYCAP
DC9-48-60-24-PC-EV1
RAYCAP
DC9-48-60-24-PC-EV1RAYCAP
DC9-48-60-24-PC-EV1
--
--
--
-
1-
1-
6 3
6 3
-
-
-
-
-
-
--
-
-
1
-
-
6
-
-
3
-
-
-
-
-
-
-
-
-
-
-
-
0 123009
-
------
----
--
-
----
----
-----
-----
--
----
----
-----
-----
--
-
-
-
-
-
-
-
-
------
--
--
-
-
-
-
-
-
-
-
------
--
--
--
--
-
1-
1-
6 3
6 3
-
-
-
-
-
-
1
1
-INTEGRATED
RRUS-E2 B29
RRUS-4415 B30
RRUS-8843 B2/B66A
RRUS-4449 B5/B12
RRUS-4478 B141
1
1
RRUS-E2 B29
RRUS-4415 B30
RRUS-4478 B14
INTEGRATED
RRUS-8843 B2/B66A
RRUS-4449 B5/B12
1
1
-INTEGRATED
RRUS-E2 B29
RRUS-4415 B30
RRUS-8843 B2/B66A
RRUS-4449 B5/B12
RRUS-4478 B141
1
1
1
1
1
1
RRUS-E2 B29
RRUS-4415 B30
RRUS-4478 B14
-INTEGRATED
RRUS-8843 B2/B66A
RRUS-4449 B5/B12
1
1
1
1
1
-
1
1
1
1
1
-
1
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
Eukon
www.eukongroup.com
65 POST, SUITE 1000
IRVINE, CA 92618
TEL: (949) 553-8566
an SFC Communications, Inc. Company
CLL01585
1108 N. HARBOR BLVD.
SANTA ANA, CA 92703
REV DATE DESCRIPTION
SUBMITTALS
A 04/12/25 90% CONSTRUCTION DRAWINGS
PROJECT INFORMATION
SHEET TITLE
SHEET NUMBER
DRAWN BY:
MG --FE
CONSTRUCTION
DRAWINGS
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF THE LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
UTILITIES
CHECKED BY:
A&E
CHECKED BY:
1452 EDINGER AVE.
3RD FLOOR
TUSTIN, CA 92780
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
A-4
EU
K
O
N
_
A
T
&
T
_
7
5
C
D
_
M
O
N
O
P
O
L
E
T
E
M
P
L
A
T
E
_
V
2
_
1
1
-
1
8
-
2
2
0 06/27/25 100% CONSTRUCTION DRAWINGS
EXISTING EAST ELEVATION SCALE 32'16'8'08'4'
1/8"=1'-0"1
NOTE:
1.IF DIMENSIONS SHOWN ON PLAN DO NOT SCALE
CORRECTLY, CHECK FOR REDUCTION OR
ENLARGEMENT FROM ORIGINAL PLANS.
2.CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.
EXISTING AND NEW
EAST ELEVATIONS
NEW EAST ELEVATION SCALE 32'16'8'08'4'
1/8"=1'-0"2
EXISTING BUILDING
EXISTING AT&T PANEL ANTENNAS
(TYP.-4 PER SECTOR.12 TOTAL)
TO REMAIN
EXISTING AT&T MW ANTENNAS
(2-TYP.)
EXISTING FRP SCREEN WALL LOUVER
EXISTING AT&T PANEL ANTENNAS
(TYP.-4 PER SECTOR.12 TOTAL)
TO REMAIN
ELEV. 0'-0" (REF)
GROUND LEVEL
EXISTING BUILDING
EXISTING AT&T PANEL ANTENNAS
(TYP.-4 PER SECTOR.12 TOTAL)
EXISTING AT&T MW ANTENNAS
(2-TYP.)
EXISTING FRP SCREEN WALL LOUVER EXISTING AT&T PANEL ANTENNAS
(TYP.-4 PER SECTOR.12 TOTAL)
ELEV. 0'-0" (REF)
GROUND LEVEL
ELEV. 31-10" AGL
TOP OF EXISTING PARAPET
ELEV. 38'-0" AGL
TOP OF EXISTING FRP SCREEN WALL AND AT&T PANEL ANTENNAS
EXISTING AT&T AIR6449 B77D ANTENNA
(TYP.-1 PER SECTOR. 3 TOTAL)
TO BE REMOVED
EXISTING AT&T AIR6449 B77D ANTENNA
(TYP.-1 PER SECTOR. 3 TOTAL)
TO BE REMOVED
1,2
A-5
NEW AIR6472 B77G/B77M ANTENNAS
(1 PER SECTOR, 3 TOTAL)
EXISTING RRUS-LTE MOUNTED ON
H-FRAME (12 PER SECTOR)
RRU 8843 B2/B66A
RELOCATED TO A1,A3,B1,B3,C1,C3
EXISTING RRUS-LTE MOUNTED ON
H-FRAME (12 PER SECTOR)
RRU 4478 B14
RELOCATED TO A3,A4,B3,B4, C3,C4
EXISTING RRUS-LTE MOUNTED ON
H-FRAME (12 PER SECTOR)
RRU 8843 B2/B66A
TO BE RELOCATED TO A1,A3,B1,B3,C1,C3
EXISTING RRUS-LTE MOUNTED ON
H-FRAME (12 PER SECTOR)
RRU 4478 B14
TO BE RELOCATED TO A3,A4,B3,B4, C3,C4
EXISTING RRUS-LTE MOUNTED ON
H-FRAME (12 PER SECTOR)
RRU 8843 B2/B66A
TO BE RELOCATED TO A1,A3,B1,B3,C1,C3
EXISTING RRUS-LTE MOUNTED ON
H-FRAME (12 PER SECTOR)
RRU 4478 B14
TO BE RELOCATED TO A3,A4,B3,B4, C3,C4
EXISTING RRUS-LTE MOUNTED ON
H-FRAME (12 PER SECTOR)
RRU 8843 B2/B66A
RELOCATED TO A1, A3, B1, B3, C1, C3
EXISTING RRUS-LTE MOUNTED ON
H-FRAME (12 PER SECTOR)
RRU 4478 B14
RELOCATED TO A3, A4, B3, B4, C3, C4
ELEV. 36'-0" AGL
RAD CENTER OF PANEL AND NEW AT&T AIR ANTENNAS
ELEV. 31-10" AGL
TOP OF EXISTING PARAPET
ELEV. 38'-0" AGL
TOP OF EXISTING FRP SCREEN WALL AND AT&T PANEL ANTENNAS
ELEV. 36'-0" AGL
RAD CENTER OF EXISTING PANEL AND AT&T AIR ANTENNAS
ELEV. 36'-6" AGL
RAD CENTER OF NEW AT&T AIR ANTENNAS
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
Eukon
www.eukongroup.com
65 POST, SUITE 1000
IRVINE, CA 92618
TEL: (949) 553-8566
an SFC Communications, Inc. Company
CLL01585
1108 N. HARBOR BLVD.
SANTA ANA, CA 92703
REV DATE DESCRIPTION
SUBMITTALS
A 04/12/25 90% CONSTRUCTION DRAWINGS
PROJECT INFORMATION
SHEET TITLE
SHEET NUMBER
DRAWN BY:
MG --FE
CONSTRUCTION
DRAWINGS
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF THE LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
UTILITIES
CHECKED BY:
A&E
CHECKED BY:
1452 EDINGER AVE.
3RD FLOOR
TUSTIN, CA 92780
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
A-4.1
EU
K
O
N
_
A
T
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-
1
8
-
2
2
0 06/27/25 100% CONSTRUCTION DRAWINGS
EXISTING SOUTH ELEVATION 32'16'8'4'08'SCALE
3/32"=1'-0"1
NOTE:
1.IF DIMENSIONS SHOWN ON PLAN DO NOT SCALE
CORRECTLY, CHECK FOR REDUCTION OR
ENLARGEMENT FROM ORIGINAL PLANS.
2.CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.
EXISTING AND NEW
SOUTH ELEVATIONS
32'16'8'4'08'SCALE
3/32"=1'-0"2
EXISTING BUILDING
EXISTING AT&T PANEL ANTENNAS
(TYP.-4 PER SECTOR.12 TOTAL)
TO REMAIN
EXISTING FRP SCREEN WALL LOUVER
EXISTING AT&T PANEL ANTENNAS
(TYP.-4 PER SECTOR.12 TOTAL)
TO REMAIN
ELEV. 0'-0" (REF)
GROUND LEVEL
ELEV. 31-10" AGL
TOP OF EXISTING PARAPET
ELEV. 36'-0" AGL
RAD CENTER OF EXISTING AT&T ANTENNAS
ELEV. 38'-0" AGL
TOP OF EXISTING AT&T ANTENNAS AND FRP SCREEN WALL
EXISTING BUILDING
EXISTING AT&T PANEL ANTENNAS
(TYP.-4 PER SECTOR.12 TOTAL)
EXISTING FRP SCREEN WALL LOUVER
EXISTING AT&T PANEL ANTENNAS
(TYP.-4 PER SECTOR.12 TOTAL)
ELEV. 0'-0" (REF)
GROUND LEVEL
ELEV. 31-10" AGL
TOP OF EXISTING PARAPET
ELEV. 36'-0" AGL
RAD CENTER OF EXISTING AT&T ANTENNAS
ELEV. 38'-0" AGL
TOP OF EXISTING AT&T ANTENNAS / FRP SCREEN WALL
NEW SOUTH ELEVATION
ELEV. 36'-6" AGL
RAD CENTER OF NEW AT&T AIR ANTENNAS
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Eukon
www.eukongroup.com
65 POST, SUITE 1000
IRVINE, CA 92618
TEL: (949) 553-8566
an SFC Communications, Inc. Company
CLL01585
1108 N. HARBOR BLVD.
SANTA ANA, CA 92703
REV DATE DESCRIPTION
SUBMITTALS
A 04/12/25 90% CONSTRUCTION DRAWINGS
PROJECT INFORMATION
SHEET TITLE
SHEET NUMBER
DRAWN BY:
MG --FE
CONSTRUCTION
DRAWINGS
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF THE LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
UTILITIES
CHECKED BY:
A&E
CHECKED BY:
1452 EDINGER AVE.
3RD FLOOR
TUSTIN, CA 92780
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-
2
2
0 06/27/25 100% CONSTRUCTION DRAWINGS
EQUIPMENT DETAILS
ANTENNA MOUNTING SCALE
NONE 1
ANTENNA SPECS SCALE
NONE 2
SCALE
NONE 4
ERICSSON - AIR6472 B77G/B77M MOUNTING
-
2
NOT USED SCALE
NONE 3
NOT USED
NOT USEDNOT USED
NOT USED NOT USED
SCALE
NONE 5NOT USED
NOT USEDNOT USED NOT USED
NOT USED NOT USED
SCALE
NONE 15 SCALE
NONE 11 SCALE
NONE 7
SCALE
NONE 14 SCALE
NONE 10 SCALE
NONE 6
SCALE
NONE 13 SCALE
NONE 9
SCALE
NONE 12 SCALE
NONE 8 NOT USED
ERICSSON - 6472 B77G/B77M
7.5"16.1"
36
.
4
SIDE FRONT BOTTOM
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Eukon
www.eukongroup.com
65 POST, SUITE 1000
IRVINE, CA 92618
TEL: (949) 553-8566
an SFC Communications, Inc. Company
CLL01585
1108 N. HARBOR BLVD.
SANTA ANA, CA 92703
REV DATE DESCRIPTION
SUBMITTALS
A 04/12/25 90% CONSTRUCTION DRAWINGS
PROJECT INFORMATION
SHEET TITLE
SHEET NUMBER
DRAWN BY:
MG --FE
CONSTRUCTION
DRAWINGS
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF THE LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
UTILITIES
CHECKED BY:
A&E
CHECKED BY:
1452 EDINGER AVE.
3RD FLOOR
TUSTIN, CA 92780
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GN-1
Exp. 3/31/24
No E-19043REGISTEREDPROFESSIONALENGINEER
TLECE IRC LAS
ROFETAT
O FILAC
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J
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DS UMMOND
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0 06/27/25 100% CONSTRUCTION DRAWINGS
DC POWER DIAGRAM /
EQUIPMENT &
ANTENNA GROUNDING
NOT USED NOT USED
EQUIPMENT & ANTENNA GROUNDING
GN-2
5
GN-2
1
GN-2
16
NOTE:
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Eukon
www.eukongroup.com
65 POST, SUITE 1000
IRVINE, CA 92618
TEL: (949) 553-8566
an SFC Communications, Inc. Company
CLL01585
1108 N. HARBOR BLVD.
SANTA ANA, CA 92703
REV DATE DESCRIPTION
SUBMITTALS
A 04/12/25 90% CONSTRUCTION DRAWINGS
PROJECT INFORMATION
SHEET TITLE
SHEET NUMBER
DRAWN BY:
MG --FE
CONSTRUCTION
DRAWINGS
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF THE LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
UTILITIES
CHECKED BY:
A&E
CHECKED BY:
1452 EDINGER AVE.
3RD FLOOR
TUSTIN, CA 92780
NOT
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CON
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GN-2
Exp. 3/31/24
No E-19043REGISTEREDPROFESSIONALENGINEER
TLECE IRC LAS
ROFETAT
O FILAC
AIN
J
REMA
DS UMMOND
EU
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GROUNDING DETAILS
NOT USED
NOT USED
NOT USED
CABLE GND. KIT TO ANT.
NOT USED
NOT USED
NOT USED
GND. WIRE TO GND. BAR
EXOTHERMIC WELD
NOT USED
GROUND BAR DETAIL
MECHANICAL CONNECTION
GROUNDING NOTES
GND. WIRE TO GRD. BAR
SCALE
NONE 1
SCALE
NONE 2
SCALE
NONE 4
SCALE
NONE 5
SCALE
NONE 7
SCALE
NONE 8
SCALE
NONE 9
SCALE
NONE 10
SCALE
NONE 11
SCALE
NONE 12
SCALE
NONE 13
SCALE
NONE 14
SCALE
NONE 15
SCALE
NONE 16
2.
3.
1.DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND
WIRE DOWN TO GROUND BAR.
GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR
RECOMMENDED BY CABLE MANUFACTURER.
WEATHER PROOFING SHALL BE (TYPE AND PART NUMBER AS SUPPLIED
OR RECOMMENDED BY CABLE MANUFACTURER.)
2
1
1
/
1
6
"
D
I
A
.
M
A
X
.
12" TO 24"
NOTES:
1.
2.
ANTENNA CABLE TO BTS
EQUIPMENT (TYP)
ANDREW SUREGROUND
TYPE GROUND KIT
(TYPICAL)
(SEE NOTE)
WEATHERPROOFING
KIT (TYP.)
ANTENNA GROUND BAR,
SIMILAR TO DETAIL 3
WITHOUT INSULATORS.
BONDED DIRECTLY TO
TOP OF POLE OR
TOWER.
TX1
CONNECTOR
WEATHERPROOFING
KIT (TYP.)
SEE NOTE 2
COAX JUMPER (TYP.)
#6 AWG
TO ANTENNAS
DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT
GROUND WIRE DOWN TO ANTENNA GROUND BAR.
WEATHER PROOFING SHALL BE ANDREW TWO-PART TAPE KIT, COLD
SHRINK SHALL NOT BE USED.
RX1
TWO HOLE LONG BARREL LUG. TO
BE USED WITH # 2 AWG CU
STRANDED WIRE WITH GREEN, 600V
THWN INSULATION TO BTS CABINET.
USE STAINLESS STEEL HARDWARE.
#6 AWG STRANDED CU WIRE WITH
GREEN, 600V, THWN INSULATION
(AS REQUIRED)
-
8
NOTES:
1
1- UNIVERSAL TINNED COPPER BUSS BAR
WITH HARDWARE:
BY ANDREW CORPORATION
UGBKIT-0420-T : 1/4"x4"x20" (SHOWN)
UGBKIT-0412-T : 1/4"x4"x12"
UGBKIT-0210-T : 1/4"x2"x10"
GB-HKU : MOUNTING HARDWARE KIT
2-ANDREW #MTC9674KEY TAMPER RESISTANT
BUSS BAR BOLT KIT
2
NOTE:
HOLE CENTERS TO MATCH NEMA
DOUBLE LUG CONFIGURATION.
NOTES
1.NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA
LOCATION, AND CONNECTION ORIENTATION, THE SUBCONTRACTOR SHALL BE RESPONSIBLE
FOR INSTALLING ADDITIONAL GROUNDING BAR AS REQUIRED, PROVIDING 50% SPARE
CONNECTION POINTS.
2.DO NOT INSTALL CABLE GROUNDING KIT AT A BEND AND ALWAYS DIRECT GROUNDING
CONDUCTOR DOWN TO GROUNDING BAR.
3.GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY
CABLE MANUFACTURER.
4.WEATHER PROOFING SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY
CABLE MANUFACTURER.
5.PROVIDE GROUNDING KIT 6” BEFORE TURN TRANSITION FROM TOWER TO ICE BRIDGE.
6.WHEN THE SCOPE OF WORK REQUIRES THE ADDITION OF A GROUNDING BAR TO AN EXISTING
TOWER, THE SUBCONTRACTOR SHALL OBTAIN APPROVAL FROM THE TOWER OWNER PRIOR
TO MOUNTING THE GROUNDING BARS TO THE TOWER.
7.EXTEND TWO (2) #2 AWG TINNED CU CONDUCTOR FROM BURIED GROUNDING RING AND
CONNECT TO THE PROPOSED TOWER, FOLLOW MANUFACTURERS RECOMMENDATIONS FOR
GROUNDING CONNECTIONS TO THE TOWER. (APPLICABLE TO NEW TOWERS ONLY.)
8.BUILDINGS AND/OR NEW TOWERS GREATER THAN 75 FEET IN HEIGHT AND THE MAIN
GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR
SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOF-TOP, TOWERS, AND WATER
TOWERS GROUNDING RING, TO THE EXISTING GROUNDING SYSTEM, THE GROUNDING
CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 AWG COPPER, ROOF-TOP GROUNDING RING
SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS,
LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE (FERROUS OR
NONFERROUS METAL PIPING ONLY), SEE AT&T GROUNDING AND BONDING STANDARDS
TP—76416 SPECIFICATION 6.5.2.2.
9.FLEX CONDUIT TO BE INSTALLED ON PROPOSED COPPER CONDUCTOR UP TO GROUNDING
BAR AND, SEALED AT ENDS TO PROTECT FROM OUTSIDE MOISTURE AND DEBRIS.
NEW EQUIPMENT
GROUND BAR#6 SWG STRANDED COPPER
GROUND WIRE
(GROUNDED TO GROUND BAR)
(SEE NOTE 1 & 2)
CABLE GROUND KIT
WEATHERPROOFING KIT
(SEE NOTE 3)
ANTENNA CABLE
1 BOLT
PARALLEL
CLAMP
CAST ``T''
SPLICER
2 HOLE LUG
``U'' BOLT
PIPE CLAMP
1 BOLT
PARALLEL
CLAMP
UNIVERSAL
PIPE
CLAMPS
50H2
CROSS RUN
CLAMP UNIVERSAL
PIPE
CLAMPS
75/1.25
2 BOLT
PARALLEL
SPLICER
BOLT GRND.
ROD CLAMP
TYPE RRTYPE PCTYPE GL LUGTYPE GRTYPE XA
TYPE LJ TYPE HA TYPE VS TYPE NX1 TYPE ND
TYPE NCTYPE GYTYPE GTTYPE PG
TYPE SS TYPE TA TYPE VB TYPE PH TYPE GR
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YES NO
INSTRUCTIONS:
ORAN GE COUNTY FI RE AUTHORI TY
Plan Submittal Criteria
COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects
and RESIDENTIAL TRACT developments
· Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place.
· Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section.
· If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA.
· In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations.
· Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding
requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602.
Address Suite City
Project Scope/Business Description
1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways,
curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within
300 feet of an active or proposed oil well? Fire Master Plan (PR145)
2. Property is adjacent to a wildland area or non-irrigated native vegetation?
Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124)
3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from
an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170)
4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving
private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475)
5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000
sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable
to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless
classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration
or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses
where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories
with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285)
6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card,
button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan
depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520)
7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment;
industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible
liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium
ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations?
Special Equipment Plan (PR315, PR340-PR382)
8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft
maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if
H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240)
9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard
commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330)
10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a
commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335)
Initial each of the following two items indicating that you have read and understand the statement:
11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is
required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed
Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications.
12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located
in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327—
Initials the building department will determine specific requirements.
I certify under penalty of perjury under the laws of the State of California that the above is true:
Print Name Signature
Phone Number ( ) Date / /
Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA
review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the
applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the
appropriate plans and fees for OCFA review. 10-08-14 EE
COM
O R A N G E C O U N T Y F I R E A U T H O R I T Y
Plan Referral Form
Required for OCFA to review plans upon the request of the Building Department when
the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”.
City / County Official Requesting Review:
City / County Reference #: Date: __________________________________
City / County: _____________________________________ E-Mail: __________________________________
Contact Name: _____________________________________ Phone #: _________________________________
Title: _____________________________________
** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. **
Reason(s) for Review:
Please describe why OCFA Plan Review is or may be required by the City/County :
OCFA COMMENTS:
No further action required on this specific plan type, based
on information provided on: ____/______/______.
Project to be taken in for OCFA Review.
Other:
Name: _________________________________________
Contact #: ______________________________________ Date: _________________________________
OCFA Authorization
Updated: 06/02/2020 rs