OR ICANT
IF USING 11*X17* PLOT, DRAWINGS WILL BE HALF SCALE SITE NUMBER: CLL05599 PROJECT DESCRIPTION CONSTRUCTION DRAWING The now at&t
PACE#: MRLOS078897
FA#: 12844646
USID#: 319268
MEukon
SHEET INDEX an 3FC Communications, Ito. Company
RE POST SHITE 100n
SHEET DESCRIPTION IRVINE, CA 92618
TEL: (949) 553,8588
TITLE SHEET www.cukongroup.com
GENERAL NOTES, LEGEND, AND ABBREVIATIONS
at&t 2 GENERAL SIGNAGE
CODE COMPLIANCE STATEMENT OF SPECIAL INSPECTIONS
SITE SURVEY DRAWN BY:
SITE PLAN CHECKED BY:
A-1,1 PARTIAL SITE PLAN
PROJECT: NSB + C-BAND
ENLARGED SITE PLAN
GENERAL NOTES SITE TYPE: RAWLAND / NEW COMPOUNDEQUIPMENT PLAN
ANTENNA PLAN AND SCHEDULE
MONOPINE ELEVATIONS
EQUIPMENT OETAILS 0607/24 PLAN CHECK
SITE ADDRESS: 032524 PLAN CHECK
12/20/23 PLAN CHECK
Call before you dig. 1880 LOMA VISTA DR.,
OOR CONGTRIATION DRAWIN
EQUIPMENT DETAILS JURISCICTION COMMENTS
PROPERTY OWNER:
GLENDALE, CA 91208 A-10 )1/12/29 ON CONSTRUCTION DRAW
EQUIPMENT DETAILS
DATE DESCRIPTION
EQUIPMENT CARINET RETAL
EQUIPMENT CABINET DETAILS
PPUCANT APRESENTATIE: GENERATOR SPECS
GENZ
erdago Park O UTILTY DESIGN
ATITUDE (NAD 83): 34 10° 31.14 N
E-1 ELECTRICAL SITE PLAN
ONGITUDE (NAD 83): 16201
E-2 SINGLE LINE DIAGRAM / PANEL SCHEDULE
0849AMSL SITE
3839-015-904 SITE ELECTRICAL NOTES
2000 ARSOONE DITY OF GLENDALE
ANTENNA & EQUIPMENT GROUNDING PLANS
RIR-IE
GROUNDING DETAILS
INMANNED TELCOWWUNICATIONS FACILITY
FACE REA (0N 1 N2 19387 c0 5. GROUNDING DETAILS
OCCUPANCY TYPE: FIRE NOTES AND BATTERY SPECS 0607/24
CONSTRUCTION TYPE: 1-8
CIVIL GENERAL NOTES PROJECT INFORMATION:
C1.1 SITE GRADING PLAN
SITE INFORMATION C1.2 EROSION CONTROL PLAN
CLL05599
C1.3 EROSION CONTROL DETAILS
PROVECT MANAGER: 3KE CONTACT 1880 LOMA VISTA DR.,
NAST EDER MORE SNO NOOK ale LANOSCAFING PLAN
GLENDALE, CA 91208
EAGLE ROCK LANDSCAPING DETAILS
LTS IRRIGATION PLAN
VICINITY MAP AERIAL MAP IRRIGATION SCHEDULES & NOTES SHEET TITLE
IRRIGATION DETAILS
PIRECTIONS FROM AT&T OFFICE: TITLE SHEET
AENERAL COERIGMATMNC
SHEET NUMBER
T-1
PROJECT TEAM DRIVING DIRECTIONS DO NOT SCALE DRAWINGS
OR ICAN
ELECTRICA. 00X ASTHE FACILITY BAN UNSCRUPTO CHITAL TELECOUMUNICATION BACHITY, I
I ORCUTED OR PLASTER
TELEPHONE BOX The now
at&t
NEW POWER CABLE ELECTRICAL, METER
PieCes CONCRETE → SAETY SATCH CISCONECT
• Ar NEW POWER AND FIBER CABLES STEEL AUTOMATIC TRANSFER SWITCH * TO TEN NOT GIAR GET RED CRIEST ED BY TRE ONTRACT COURTEORE STARTINO HERE ON
HYBD- EHMAD CARES CIRCUIT BREAKER
EW COAX CABLES ELECTRICA, SPATCH MEukon
- CH SACKE DETECTOR
RE POST SHITE 100n
MERICAD OOMMUNECATICHES CABLES * SAND TRANSPORMER IRVINE, CA 92618 TEL: (949) 553_8588
XISTING POWER CABLES UTUTY POLE www.eukongroup.com
ISING COARE MCATION CARLES DOO BOOKING FOLE NOUNTED XFUR •SEAL PENETRATIONS THROUGH SIRE RATED AREAS YATH LLL USTED AND ARE CODE APPRONED MATTALS
EXISTING WATER FIPES PAD MOUNTED XENR
• FEET TRE ENCE TO ALL PORTS OF THE PROCARE END CONSTRUCT NES WITNES
ISING SEMER SIPES EVISON
RAMN RY
EXISTING STORM DRAFIFES GAID REFERENCE GROUND ROO WITH INFECTION SLEEVE CHECKED BY:
ORCUND ROC WITH TEST SPECTED SULEVE
EXISTING GASCUNE PIPES DETAL REPERENCE EXOTHERME: GROLAD CORBECTION
CONPRESSHON GROUND CCARECTION
ELEVATION REFERENCE CHEMICAL ELECTROLYTE: CROICES
GROUNCING CONDUCTOR 0607/24 PLAN CHECK
032524 PLAN CHECK
SECTION REFERENCE GROUND PAR
12/20/23 PLAN CHECK
0327/23 OOR CONGTRIATION DRAWIN
JURISCICTION COMMENTS
LEGEND 14 EUROS OUTSOR LORE DARE CATENG CONSTRUCT GESTALLING ARE RTEMS, VERY DIE )1/12/29 CON CONSTRUCTION DRAWIN
DESCRIPTION
TE NEED A CELLAR ONE PASER, AND KEEP SAME ON
* THRASER OF AT DECREATE LECE STARTING NORED CRY THE SIE AND NOTIFY THE PRONECT
STAINLESS STEEL
CORETOR TO PROVEE COMFIETE BET OF AS BLIT ORINOS VATIN HO WERNO CAB OF PROVICT • CASE ARE ATE BASE ARE USED AS ED ROCK, AS DECE CITE PUNTRY, ORACE ITH
0. OONTRACTOR SHALL PROVIDE TOILET FACILITY CURING ALL PHASES OF CONSTRUCTION.
DEER MONTED AFFER DC SUPPLY VOLTAGED
LANUAL TRANSFER SWICH
OP OF ANTENNA
ATIONAL ELECTFICAL MANUFACTURERS ASSOC.
DAVUECT NEORMATION:
PEERTY OR PROPERTY LEE OR PROCEECENO WITH CONSTRUCTINN CLL05599 8ll:
1880 LOMA VISTA DR.,
GLENDALE, CA 91208
PARO BASE STATED
GENERAL NOTES,
LEGEND, AND
ABBREVIATIONS
122 CODE RATES LAT RACES TRANSOIVERS
SHEET NUMBER
1808 SOFT DRAWN BARE COPPER SEC SECONDARY
T-2
ABBREVIATIONS GENERAL NOTES
OR ICANT
The now at&t
NOTICE CAUTION
MEukon
an 3FC Commenications, Itc. Company
RE POST SHITE 1000|
IRVINE, CA 92618
TEL: (949) 553,8588
www.cukongroup.com
GENERATOR BATTERY BATTERY DIESEL
NO scur • SCAT
ALERTING SIGNS DRAWN BY:
NO SCALE GENERAL SIGNAGE GUIDELINES CHECKED BY:
NO SIGN FI NEO SIEN F NO SASHA NFO SI3N 35 JOTICE 50N CAUTION SEGN Structure Type
Towers
WARNINGI On the shelter
PROPERTY OF AT&T MONOPINE/Wonopine/Wenopol !!
ER DO JOT TORCH TONS
AUTHORIZED
PERSONNEL ONLY SCE Towera/Towera with high voltage
0807124 PLAN CHECK
@<ux 032524 PLAN CHECK
" theres o 12/20/23 PLAN CHECK
Light Poles/Flog Polen
OOR CONGTRIATION DRAWIN
2222123 JURISCICTION COMMENTS
•
Utlity Wood Poles (SPA) )1/12/29
ALERTING SIGN DESCRIPTION
NO SCALE
Microcella mounted on non-.PA poles obotend ed
INFO SIGN #5
NO SCALE Roof Tops
At all cocess pointe to the roof
On Antonnos
onceoled Anternon
atat eccas mounted facing subside un bulding xx ***
antennas on support atructure
lootview Graph:
INFORMATION INFO SAN +3
Rosstion ores is beyond 31t from ostenn
080724
INFORMATION Church Steeples Access to sterpie on toleran o' on there Can on ten ot PROJECT INFORMATION:
INFORMACION <z/™zz< Water Stations Accesa to lodiser ii On backaide of CLL05599 conceded
SENDAL, CAN 120.
1. FRee Roc or ChioN algas ned to te pasted of ech sector s close on pastie le the culer adge of the stiped of ares of the older arlenes of the sector.
2. If Rootine shoms: orky blan - Notice Sign Nue and yeliow - Coution Sign, only yelow - Caution sign to be instaled.
SHE TELE
GENERAL SIGNAGE
INFO SIGN #1 INFO SION #2 INFO SON 14
SIGNAGE GUIDELINES CHARI
NO SCALE SHEET NUMBER
T-3
OD ICANT
The now at&t
STATEMENT OF SPECIAL INSPECTIONS
DESCRIPTION OF TYPE OF INSPECTION REQUIRED LOCATION, REMARKS AESIGN STREMOTH GREGUENCY ANCHORE MEukon
DHESIVE AND EXPANSION ANCHORS IN CONCRETE OR MASONRY, HILT KIK BOLT T22 EXPANSI ANCHOR, PER ICC REPORT ESR-LDE8. an 3FC Communications, Itc, Company AS POST SHITE 10NP
HESIVE AND EXPANSION ANCHORS IN CONCRETE OR MASONRY. INSPECTOR SHAL VERIFY ANCHOR TYPE, ANCHOR CINENSIONS, IRVINE, CA 92618 CONCRETE TYPE, THRONESS AND COMPRESEAVE STRENGTH, HOLED EVENSTEIS, HOLE CLEANINO PROCECURES, ANCHOR SPACENO. TEL: (949) 553,8588 EDGE CASTANCES, ANCHOR EMBEOMENT, ANO TISHTENNA TOROUE. www.cukongroup.com OCNTINAJOUS INSPECTICRL AND TEST CYUNCERS FOR STRUCTURAL OCCRETE EXCEPT FOUROATION CONCRETE OF 2300 PSIOR LESS CONTILUCUS DRAWN BY:
CONTINUOUS SPECHL SPECTION OF DRILLING OPERATION FOR FIER FOUNDATIONS.
CHECKED BY:
OCAINUOUS SPECKL INSPECTION TO VERIFY LOCATION PLUMBNESS, CRAME TER, AND LENGTH OF FIER FOUNDATIONS.
GUISIeNC
SONTIN OUR RPECUL NOPECTION DE CONCRETE PLACEMENT.
CONTENUOUS SPEC. INSFECTION OF DRILLING OFERATION FOR FIER FOUNDATIONS.
PLACING OF REIN PER SECTION SECTION17003 (TABLE 17011) 0607/24 PLAN CHECK 032524 PLAN CHECK
MAORIC COCCUL NOMENON CEN ACCUENT CE MONIEMENT STEM
12/20/23 PLAN CHECK
OR CONGTRUCTION DRAING
HASH STRENGTH BOLTING 2300122 JURISCICTION COMMENT,
PERSOCIC SPECULL INSPECTION OF HISSTRENGTH BOLTING )1/12/29 CON CONSTRUCTION DRAWIN
DESCRIPTION
JASONRY
NO FIELO WELLING SHALL BE PERMITTED. STEEL FABRIDATI SHALL BE DONE ON THE PREMIBES OF A FASRILATOR RECISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION.
PEGAL INSPECTION NOTES
PROJECT INFORMATION:
CLL05599
1880 LOMA VISTA DR.,
GLENDALE, CA 91208
* THE CATEGORY TICK RECTRE TO HANE SECAL SPECT LAND REACTION IN
SHEET TIRE
STATEMENT OF
SPECIAL
INSPECTIONS
SHEET NUMBER
T-4
COSS ART RAND at&t
MEukon
www.eukonerous.com
endale Fwy Vista Dr
elsite
VICINITY MAP
3450-015-804
SITE AN USE DR, GLADLE, CA 21208
TITLE REPORT
NO TITLE REPORT HAS BEEN ISSUED DURING THE TIVE OF SURVEY BASİS OF BEARING
405/02/2023SEMSED ADORESS
*50 MOH TREE.-
3 02/02/2022 ACOCO TREE HOCHE
EDESTAL NO. WF04137 2 07/11/2022 FINK SURVEY
BENCHMARK 04/15/2022 PREMIARY SUMEY
ELEVATIORS ARE BASED ON ORN (SAC) NETWORK BROADCAST COORDINATES. | CATE DESCRIPNON FLOODINE ISSUED DATE: -
HAN-LAX FENC
43 HICH TREE
MAY 2, 2023
+40 MA ISSUED FOR: -
FINAL SURVEY
APN
5659-015-904 UCENSURE: •
CHT POLE.
5. RELO SURVEY OOMFLETED ON 2ERL 09. 2022
LEGEND COORDINATES
HEN ART BOUPMENT FACILTY
LATITUDE: Sr103.1eN PROJECT INFORMATION: •
CUU WIL CLL05599
EXTRADE
Lunge y 1880 LOMA VISTA DR.,
FLOW LNE GLENDALE, CA 91208
TOP OF CURS
DRAIN ET:
TOP OF TREE
EXISTING STREET LIGHT SHEET TIME: -
FIRE HYDRANT
PATHWAY - FLANTER, MP. TOPOGRAPHIC
SURVEY
BUSH
SHEET NUMBER: —
LS-1
GRAPHIC SCALE: 1'-20°
The new at&t
"от лось" MEukon
an 3FC Commenications, Ito. Company
AS POST SHITE 1000
PROPERTY LAN.!
IRVINE, CA 92618
TEL: (949) 553-8566
www.cukongroup.com
GLENDALE FWY.
DRAWN BY:
CHECKED BY:
REVISIONS:
APN: 5658-015-004
PROPERTY UNE " -
08107/24 PLAN CHECK
03/2024 PLAN CHECK
12/20/23 PLAN CHECK
ME CONGTRIATION ARAVIN
03109/23 JURISCECTION COMMENTS
NEW ATST LEASE AREA (1141.7 SO. FT.) - 01/12/23 SO% CONSTRUCTION DRAWING
REVI DATE DESCRIPTION
DOSTING RAW LAND-
TO ROMET LE CENSE:
NEW ATST 1 182 45 CONDUIT FRCM SMP•
NEW ATST 2ND READE TO PROPERT UNE
DISTING LANDSCAPE AREA -
EASTING CLER TYP.
PROPERTY UNE -
EXISTNG MONLMENT.
PROJECT FORMATION:
APN: 5652-015-900
TANBOR DR. CLL05599
CASTINO SONER-
SENDALE, CAN 1120)
BASTING NCHMENT.
SHETTE
SHERER LN.
SITE PLAN
LOMA VISTA DR. CRESTSHIRB DR.
SHEET NUMBER.
→
A-1
SITE PLAN
PROPERTY LINE The now at&t
AND (1A1 75-
ENGINEER
EASTNER REND MEukon
an 3FC Communications, Ito. Company
AS POST SHITE 1000
IRVINE, CA 92618
TEL: (949) 553,8588
www.cukongroup.com
EXISTING AOCESS GATE-
ANTO USE TRAFTERATED
EXISTING 190Г MCH TREE-
DRAWN BY:
EXISTINO DECINE VARDES - CHECKED BY:
EASTING 147 HIGH TREE - ONER PEDESTAL
REVISIONS:
SXIBTING ENCLOSURE
CONGRET SELE
EXISTING ELEC LINE VARIES -
08107/24 PLAN CHECK
03/2024 PLAN CHECK
PLAN CHECK
03/27/23 OR CONGTRUCTION DRAWIN
2320123 JURISCECTION COMMENTS
01/12/23 SO% CONSTRUCTION DRAWING
DISTO WATER YAME
GLENDALE PHY. REVI DATE DESCRIPTION
315-904
EXISTING POC CUP VAULT - - SECTOR 150-
EXISTING WATER LINE -
EXISTING WATER VALVE -
NEWAT&T : 162Kr CONDUIT FROM MMP -
DISTING IRSEGATION LINE-
DISTING CONM UNE VARIES -
- MENDALES RELEE
EXISTING ELEC LINE VARIES- PROJECT NFORMATIN
FASTING PLANTER TYA
CLL05599
SENDALE, CAN 1120)
SHEET PILE
ENLARGED SITE PLAN
SHEET NUMBER
A-1.1
ENLARGED SITE PLAN
pp ICaNT
TOBEALNO BINET ATEROED
Tha nom atat
(P:E SEEL. NEukon
an 3FC Commenications, Itc. Company
AE POST CHITE 1000
IRVINE, CA 92618
TEL: (949) 553,8588
APN: 5559-015-904] www.cukongroup.com
EURSTING ACCESS ORD HE PRE GERE NEG AN CAE ANTONY
DRAWN BY:
CHECKED BY:
ERSTNG CIMENE
DISTING ACCESS GATE-
DISTING RAM UND /
0807124 PLAN CHECK
03/2024 PLAN CHECK
12/20/23 PLAN CHECK
GLENDALE 03/27/23 YE CONGTRIATION ARAWIN
JURISCICTION COMMENTS
)1112/29 S0% CONSTRUCTION DRAWING
DIRING NAR MOH TRST DATE DESCRIPTION
-NEWAT&T 2XF FIGOR PLLL BOX
- DISTINO ENCLOSURE
utkn eta te sau roce
• ExtsTiNe 1Y MCH YREE
-EX857813 $49 HIGH TREE
PROJECT NFORMATION:
CLL05599
GLENDALE, CA 91208*
EXISTINS BUSH -
ON TOLE D5.-
•DISTING RACPOLE SHEET TILE
DASTNO CURB TER -EXSTING RESTROONS
PARTIAL SITE PLAN
SHEET NUMBER
A-2
PARTIAL SITE PLAN
DO teAse
The news at&t
28'-6*
EW LEASE AREA * CEA, DESPLINE
20'-6* MEukon
an 3FC Commenications, Itc. Company
RE DOST CITE 1000
IRVINE, CA92618
TEL: (949) 553-8588
2 NERE SUPPRESCRS
BRAUN RY
CHECKED BY:
bom ni 10'-0°
guistene
NEW ATST MOERS -
- 2% SLOPE
- SO-RCE-TECH DANFER
-0-.6 0607/24 PLAN CHECK
032524 PLAN CHECK
9-,02 NENATAT (63° r 64r STEEL
PLAN CHECK
MN CONCTRIXATION nOAEN
2222123 JURISCECTION COMMENTS
)1/12/29 CON CONSTRUCTION DRAVIN
DESCRIPTION
NENAT EAM ETE E 5-6
CON T BA A E AN
AREA NAT SE FEE-
PROJECT INFORMATION:
CLL05599
GLENDAL, CA 1 20.
SHEET TILE
EU MENT LAYOUT
SHEET NUMBER
A-3
NEW EQUIPMENT LAYOUT-STEEL WIC. SCALE
2 NEW COMPOUND LAYOUT 11/4-1-01
NOTES TO CONTRACTOR
OTIALIM ANTENNA REQUIREMENTS WERIFY WTH CURRENT PENCI NTOLATIC ТАДЕССО
GATETO MOST CURRENT
SECTOR TECHNOLOGY The now at&t
ANTENNA MODEL ANTENNA SIZE
LENOTH UMBER CONSTRUCTION.
COTAISCOFE 60-0° $100/2 FIBER
•ЗЛІС і сватиСиОс
60-0° +100 2 FIBER
NNH4-158-88 HEARER SECTOR SECTCR TOTAL
ALPHA SECTOR NNH4-158-RQ 00-0° *100|2 FIBER
AIR. 6349 BZZD 1100 2 FIBER
MEukon
COMMSCOPE 1100/2 FIBER
VNH4-10-80 HANGER COMPONENTS (OR an 3FC Commenications, Itc. Company 60-0° ·100 2 FIBER RE POST SHITE 100n
BETA SECTOR 60-0° 1100/2 FIBER EQUAL). IRVINE, CA 92618 270° TEL: (949) 553_8588
MERICANE
$100 2 FIBER CONTRACTOR TO USE
AIR 6449 B7ZD
5'-0°
COMMSCOPE 00-0 ·100/2 FIBER TYP.
COIANSCOFE 60-0
+100 2 FIBER
VANCORE 10'-2°
SANIMA SECTOR NNH4-159-80 #100 /2 FIBER
TRAMN EY
*100 2 FIBER
CHECKED BY:
REMOTE RANIO UNITS
RRU LOCATION MINIMUM CLEARANCES
SECTOR RRU TYPE (DISTANCE FROM 69 МЕРАТВЕ ВЕСТОЯ, 18TOTAL! ANTENNA ABOVE BELOW SIDES 0607/24 PLAN CHECK
ERISSON RRU-4449 85 B12 +15 032524 PLAN CHECK
ERICSSON RRLL3843 B2/86BA 12/20/23 PLAN CHECK
03/27/23
12120122 JURISCICTION COMMENTS
ERICSSON RRU-4478 814 UPPER ANTENNAS AT RAD CENTER 60-0:
)1/12/29
RICOSON RRU.5012 R3 DESCRIPTION
ERICSSON RRU-449 85812
ERICSSON RRU -8843 B2/B68A *15
ERICSSON RRU-4478 814
ERICSSON RRU-2012 829
ERICSSON RRU-449 B5 812]
ERICSSON RRU 8943 B2/868A •15 PROJECT INFORMATION:
ERICSSON RRU-4478 814 CLL05599
ERICSSON RRU-3012 829 GLENDALE, CA 91208*
NEW ANTENNA PLAN /
ANTENNA AND RRU
IANUFACTURER PART NUMBER LOCATION SCHEDULE
RAYCAP DC50-18-00-06-50F CRD MOUNTED ON NEW/STEEL W.I.C.
DC949-80-24-8C-EV MOUNTED ON NEW MONOPINE TOWER SHEET NUMBER LOWER ANTENNAS AT RAD CENTER 58-5
A-4
ANTENNA AND RRU SCHEDULE 2 NEW ANTENNA PLAN
The now at&t
ALL ECLINENT TO BE TRE ARCHE GRACE. WE SLIPMENT TO BE 1 O ABOVE ORADE.
MEukon
an 3FC Communications, Ito. Company
AS POST SHITE 100.
IRVINE, CA 92618
TEL: (949) 553-8588
- SUPPRESSOR TRE www.cukongroup.com
* FORE NEW MONCENE BRANCHES & TORE ENNONENE CRANKHES
* POSINONSANE CLEAN ATAT ANTERNAL DRAWN BY:
CHECKED BY:
* HEMATTANTENN, DAD CENTER. -
• RETSAGE MANATSTANTERN.
& SWATTANTERND CENTER. & ENTET ANTONIANO CENTER. EAT SECTOR, IE TOTAL)
O TO CENATET ANTOIL
• VATI TERMA BAD CENTER. 0607/24 PLAN CHECK
•HOTO VANATSTANTRON. 032524 PLAN CHECK
PLAN CHECK
03/27/23 ME CONGTRICTION DRAWIN
JURISCICTION COMMENTS
)1/12/29 0% CONSTRUCTION DRAWIN
DESCRIPTION
WELC: CACON: BLE STEEL
-TEWATST RETARINS WELL BEYCAD
PROJECT INFORMATION:
*ELE OF RENATE RETAINS WAL.
CLL05599
ARWAYST RETAINS YALL BEYON
GLENDALE, CA 91208)
malaIre
• CAVALRE SHEET TILE
NEW SOUTHWEST AND
NORTHWEST ELEVATIONS
SHEET NUMBER
A-5
NEW SOUTHWEST ELEVATION NEW NORTHWEST ELEVATION 3/16°a1-0- 3
NONE NONE
RADIO MOUNTING SCALE 5 RADIO SPECS - 11 PANEL TO CMU WALL SCALE ANTENNA MOUNTING DETAIL A-6
REAR
68 mm 174mm.
SHEET NUMBER
LUISE UL(00022
DINIMUM A RUDE RATING: 12 AMD
EQUIPMENT DETAILS NEW UNSTRUT CHANEL
49 VDC OR 10C.250 VAC DOWER SUPPLY:
SLECTRICAL SPEOIEICATIONS (N) PANELS
SHEET TITLE 2 EXTERNAL ALARMS
WILL AND POLE MOUNT MOUNTING:
MIGHT.
GLENDALE, CA 91208 4 ANTENNA PORTS 4TX4RX
1880 LOMA VISTA DR., MECHANACA SPECHICATINA
PANEL ANTENNA
CLL05599 ERICSSON - RADIO 4449 - (N) P1000 UNSTRUT
NONE NONE
SONS 2 RADIO SPECS SCALE RADIO SPECS SCALE RADIO SPECS 4,3 ко.
PROJECT INFORMATION: STANLESS STEEL NUTS
SIDE STANLESS STEEL
FRONT ERONT
cuMP
HOT DIPPED GALV. STL
UL92388-1, ULSCE UL80050-22
MINMUM AC FUSE RATINO: 12AMP NUNBER OF PIECES 2 CLAMPS
16.5" 126-132 mg
16.5° 12KN WAX HEAT ORSIPATION 128-132 mm
20 VOC OR 1004230 VAC DOWER SIPPLY: 38-115 mm МИСТЕ MIST FRONT TLECTRICAL "PEGEICATIONS BESTELAT STATUS
2 EXTERNAL ALARMS
MOLATING: 7.7° 13.4*
85010070 YPE NO.
LL02908-1, ULSCE. UL6056022 STANDARDS
CAPACITY:
CHANTAL SCENCATI VANER COMPOTESN
DIMENSIONS, WOTH 165x126 x77 OMENSIONS, V60xH: ERICSSON - AIR6449 N77 MOUNTING ERICSSON RRU-2012, 820 RISSAN RANIA REAR ROARI ERICSSON RRUS- 4478-814
NONE STUB-UP DETAIL NONE NOT USED NONE ANTENNA VONE ANTENNA MOUNTING CON CONSTRUCTION DRAWIN )1/12/29 SCALE SCALE
JURISCICTION COMMENTS 2222123 RID TORER
OOR CONGTRIATION DRAWIN
PLAN CHECK I SPUT WASHER
12/20/23
PLAN CHECK 032524
PLAN CHECK 0607/24 V16 SPLIT WASHER
V16X1 HEX HEAD BOLT
I2 SPLIT WASHER
1Qx 1 HEX HEAD BOLT
BRACKET, DOVACILT. POLE
AGAPTER, POLE, LOWER
CAPTON
CHECKED BY:
DRAWN BY: RIGID STEEL CONDUIT COUPLING
- RGD STERL CONDUIT PLUG
72.8 NONE 4 ANTENNA SPECS
www.cukongroup.com BOTTOM SICE
TEL: (949) 553,8588
IRVINE, CA 92618
RE POST CHITE 1000
an 3FC Communications, Ito. Company
MEukon
ENGINEER:
at&t The news
BEINGHT MITHOUT MOLATING CONS COPE 4-1588
ERICSSON - AIR6449 N77D
DO ICAN
DO ICAM
EOVSCEMENTAL SPLONCADCOS 25.5*
Tha new at&t
SE BEat EE MEukon
an SFC Commenicaticas, Inc. Company
RE DOST CHITE 1000
IRVINE, CA 92618
TEL: (949) 553,8588
SCALE 002425- www.cukongroup.com
NOT USED SON BASEBAND UNIT SPECS
ERICAION RASERAND R501 XMU - RASERAND AUXILARY MULTIPLEXING UNII
NENARA SRCNKAAS
1.227 x 110 x 136%
5 LOS DRAMN BY:
HEAT ORSCEPATION COWATTS CHECKED BY:
VEW R-E
0607/24 PLAN CHECK
ti 032524
PLAN CHECK
PLAN CHECK
SCALE MN CONCTRIXATION ARALEN
BASEBAND UNIT SPECS NOT USED POWER RACK NONE ~
NONS NONS 12120122 JURISCECTION COMMENTS
)1/12/29
SOTES: (UNLESS OTHERMISE SPECFICO)
3x R6,2 DESCRIPTION
0,59] 1016
10,00
(0,59 | 54
2e Lifting Brand Label ( 226,2
Backet _ 10,00 10,00 .. 10,00 -. 891
* DETAIL A
105 0 ( 1323) 11425 ,
58,50 [52,24 $6,50 PART DIMENSIONS
VIEW A-A RMUA PROUECT INFORMATION:
(TOP VEN)
TEICAY STANDARA CLL05599
WEIGHT CAPACITY:
GLENDALE, CIS 91208"
•1 518 te
isterice Ground Point. 1033,6 2x Single Handie 4.19
2 AWG Cable Dual Lug. w 3 locking points • 17 8A
5.26 SHEET TILE:
Door Lasation Door Sastian Door Label
y Contult 3°
Actalli; Fitting w EQUIPMENT DETAILS
Plastic Adaptor Raycap 217 J
Teorenon 17.50 -
DC50-48-60-96-50F CRD MEW B-B 18222.1
Train Plua (BOTTON VEW) -11.00-
17x Cotle Gland MHO
Drain Plug/ 010 - 14nm Ground Cable" hy Cinte Gland MC0 A-7
SURGE SUPPRESSOR SCALE DATA RACK NONE
NVENT HOFFMAN
ATC48R369 TELCO BOX
ENCLOSURE DIMS (Hx#AD) 1853658° The now at&t
ENCLOSURE WEICHT 140 lbe
MOUNTING WALL/M-FRAME
PROTECTION RATING СШ ТУРЕ 36: P32
CUTDOOR (-40° 01850) MEukon
an SFC Communications, Ino. Company
RE POST SHITE 100n
• FOR POLE MOUNTINO USE 42mm CO TUBE IRVINE, CA 92618
TEL: (949) 553_8588
GPS ANTENNA SPEC SCALE
NOTES
(N) GPS ANTONU
CRAWN RY
CHECKED BY:
NEW CNU WALL-
0607/24 PLAN CHECK
032524 PLAN CHECK
MOUNTING OPTION 1 12/20/23 PLAN CHECK
ME CONSTRIXATION DRANEN
TELCO BOX DETAIL NONE 10 NOT USED NONE 8 NOT USED SCALE GPS ANTENNA MOUNTING SCALE )1/12/29 CON CONSTRUCTION DRAWIN
RAYCAR DAMN LAGEV INCH ENEL (3-4
10 VOC I COMPACT D5% BASE
20 к4820 =
miam
MIND LOADING
TOTAL VEKHT: 282LB8
-DEST. SCE.
1°C-1 42
PROJECT INFORMATION:
GRAVEL BED
CLL05599 |
METERNG 1880 LOMA VISTA DR.,
COMPARTVENT
GLENDALE, CA 91208
• UNDISTURBED NATE SOIL
BELOW CRAPC MIH TRACE MAG AT O
DONE SECURENG BAND MIX. 3'-0° PROVISONO
1021°
ASE SAMNED BASE • 8ª CONCRETE EQUIPMENT DETAILS
EQUIPMENT PAO
PORES CARE GRESS UMUTY SERVICE
BEEN DOST. GRADE SHEET NUMBER
11.37 7.70° САЖЕТЕСИЯ FRONT VIEW
4° SAND BASE
A-8
SURGE SUPPRESSOR SPEC SCALLY - 9 NOT USED SCALS 7 UTILITY TRENCH SON 4 METER PEDESTAL SPEC SCALE
NONE NONE NONE
NOTEE
NEW UNSTRUT AT 1E PRECOND IE MATI The now at&t
TWIGATUNENS CONCUT FER PLAN
WHERCRNHO CAME SEE GAS
ELUNSTRUT CARLE CLAMP (TYP:
• Mid d3d MEukon
an 3FC Communications, Itc, Company
AS POST SHITE 1000
IRVINE, CA 92618
TEL: (949) 553_8588
NOT USED FOUNDATION DOWELL DETAIL CONDUIT TO WALL SCALE 3 NONE
DO CAE CRON
DISTING DRAWN BY:
(VARIES)
CHECKED BY:
0607/24 PLAN CHECK
PLAN CHECK
12/20/23 PLAN CHECK
0327/23 100% CONSTRUCIION DRAIN
2300122 JURISCICTION COMMENTS
CONCRETE LANDING NONE
10% CONSTRUCTION DRAM
NOTH PER PLAN WOTH PER PLAN DATE CESCRIPTION
-COR PRE
4D (2-1/2" WN.)
2-00
-0-2 shoote to 30m .0
SOL AS PORCRATO
REINE, BENDING DETAIL 5g g 0.0. HORZ -
MASHED CRE 9012R00S PROJECT INFORMATION:
1.5 CLL05599
TYPE "W' BLOCK TYPE "X" BLOCK TYPE "Y BLOCK
1880 LOMA VISTA DR.,
INNECTORS CAT. 4AD402. GLENDALE, CA 91208
• RAR DAN. YAM. SO 1 CONG
1'-10"
EQUIPMENT DETAILS
SHEET NUMBER
A-9
RETAINING WALL AND SWALE DETAIL SCALE CHAIN LINK ACCESS GATE NONE
The news at&t
Nice SR Enclosure
PER PLAN
MEukon
an SFC Communications, Ino. Company
RE POST SHITE 100n
IRVINE, CA 92618
TEL: (949) 553-8566
www.cukongroup.com
DRAWN BY:
SECTION A-A CHECKED BY:
CONCRETE AND REINFORCING STEEL NOTES:
1. AND CONSTRUCTION SPIN PER CAST-S-PUNE CONCRETE, A 318. ACIS, AST AIRA, ASTM ATOS AND THE CESION
2. ALL CONCRETE SHALL HAVE A MINIUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS, UNLESS NOTED OTHERNSE. 0607/24 PLAN CHECK
032524 PLAN CHECK
COSTS HOUT EARTH OR MEATHER OR NOT PLAN CHECK
03/27/23 OOR CONGTRIIATION DRAINING
/12N
12120122 JURISCICTION COMMENTS
%. A CHAMFER 3/4° SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNO, IN ACOORDANCE WITH ACI 301 SECTION 4.2.4.
6. GRAVEL SHALL BE NATURAL OR CRUSHED STONE WITH 100% PASSING 1 INCH SEVE.
7. SLAB TOLERANCE 5 11/4.
8. 2. SLOPE GRADE ARKY FROM FOUNDATION.
CONCRETE PAD 4 PPC/ATS w/ CAMLOCK
PROJECT INFORMATION:
CLL05599
dall
SENDAL, CA 1120.
SHEETTLE
EQUIPMENT AND
CONSTRUCTION DETAILS
SHEET NUMBER
A-10
WALK-IN CABINET ELEVATIONS CONCRETE ANCHORAGE
5'-7 1/8" REVISIONS
DCN $ DESCRIPTCN APPROVED
ADDED CONCRETE ANCHOR CALLOUT 06.27.18 The news at&t
4x 3- vEukon
R6 POST SITE 100n
5'-7 1/8" IRVINE, CA 92618
TEL: (949) 553-8588
www.cukongroup.com
DRAWN BY:
CHECKED BY:
0607/24 PLAN CHECK
03/28/24 PLAN CHECK
PLAN CHECK
0327/23 ION CONSTRIXATION NRAWEN
12120122 JURISDISTION COMMENTA
ON CONSTRUCTION DRAVINC
DESCRIPTION
CONCRETE CONCRETE
7 3/4"
(ø1 1/8 x4)
PART NUMEER DESCRIPTION WEGHT
1003-0000-0016 WIC 2-STEP STAURS KIT, 45 DEGREE 102.9
w-000-771 ATT WIC HELICAL ADAPTER WELDMENT 44.9
W-000-847 6° X 11° EXTENSION WELDMENT 81.5
1000 002-OAT-HOOO ROD, THREADED, 1.00'-8 X 9.00° LG, ASTM A193 B7, GALV 1.60 002-ONG-0000 NUT, HX, ANCO LOCK, 1.00-8UNC, GR 2H, GALV 002-0NG-0008 NUT, HX, 1.00"-BUNC, GR 2H, GALV 0.42 PROJECT INFORMATION:
73/4 4 7/16* ADJUSTABLE
002-0LW008 WASHER, SPUT LOCK, 1.00", GALV
002-OFW-GO24 WASHER, FLAT, 1.063 ID, 3.25 OD. GALV 0.07 CLL05599 002-0FW-GO09 WASHER, FLAT, 1.00". F436, GALV 0.08 1880 LOMA VISTA DR., 002-0BG-0033 BOLT, HX HD. .625-11UNG X 1.75* LG, ASTM A325, GALV 0.03 GLENDALE, CA 91208 002-ONG-0011 NUT. HX. .625-11UNC. GR DH, GALV
002-OLW-G004 WASHER, SPUT LOCK, .625 INCH, GALV 0.03
SHEET TILE
002-0FW-G004 WASHER, FLAT, .625", ASTM F436, GALV 0.03
APPSOVALS EQUIPMENT
LEVELING HARDWARE SEE. PARTS UST CABINET DETAILS
(R5 1/2) CONCRETE ANCHOR LAYOUT EACH CORNER gao 18.
SECTION G-G HELICAL MOUNT
A PEMESA FOUNDATION KIT SHEET NUMBER
MAMAM ANCHOR SZE 5/ gg clac
218 1000-0010-01123
MEKT ASSY UAD oN
HPLKATIAS 34) W0 627 Ba. A-11
CONCRETE MOUNT FOUNDATION KIT SCALE
at&t
Eukon
IRVINE, CA 92618
TEL: (949) 553-8556
CRAWN RY
CHECKED BY:
0607/24 PLAN CHECK
032524 PLAN CHECK
PLAN CHECK
100% CONSTRUCTION DRAWIN
)1/12/29 MYSO NOILONSISNOS NOS
DESCRIPTION
PROJECT INFORMATION:
CLL05599
1880 LOMA VISTA DR.,
GLENDALE, CA 91208
100
SHEET TITLE
EQUIPMENT
CABINET DETAILS
SHEET NUMBER
SEE DRAINS NO: 000-0010-0112*3
SHEET 2 OF 2 A-12
CONCRETE MOUNT FOUNDATION KIT SCALE
NONE
POLAR SPECIFICATIONSPN: 8220-100-D-20-03-V-125
anmar 3TNVE8 Enzite
The now at&t
POWER INC. Engine cooling system
20 KW DIESEL DC GENERATOR
Part Number: 8220-100-D-20-03-V-125
NEQ.45934 MAINEER
Envirormental MEukon
Varatie 77M
perating Temperature (°C/5) 40 to 51.7/ -40 0 125 an 3FC Commenications, lec. Company RE POST SHITE 1000
Engine lubrication system
IRVINE, CA 92618
• Powder costed alumium enclosure TEL: (949) 553_8588
Your Warrantu ol Capacty 10 Power adjustment for conditions •OPV (Over-fill Prevrette Valve) Ol Frensure Satch (tandert) Fuel Tank
tandards.
Ut Rated Capacity Cell 125/433
Diesel Fuel system
CHECKED BY:
UL 142 (dauble wait
LOW MANTENANCE. Fuel Tank Reserve Time (Calculared) Diesel Fuel Consumption (calculated) Lead (0m)
0807124 PLAN CHECK
032524 PLAN CHECK
12/20/23 PLAN CHECK
03/27/23 ME CONCTRIATION DRAWING
22070/23 JURISDICTION COMMENTS
)1/12/29 SO% CONSTRUCTION DRAWING
DATE DESCRIPTION
Controller features I'ENSEE
Engine cooling
Smsems cocint capacky (pin)
Alternator Starter Supercapacitor
15 16.0008
Permanert Magnes, Nerva Storage Rating (AN)
065/21 Voltage (VOC 13544
01065/-40 10 149
Monitoring
Man: Cage Dicene
Charger PROJECT NORMATION:
Output Voltage (VoC) Contact closure alarm board
CLL05599
Enclosure scare tina from 3 Vp imini
Standards
Her arter Terent see parent
Muntig. Certification nate 400078 Ms /Max fice Frenure 311/100 P51 SHEET TITLE 3 being i LESTE 2200
ornectise
(SAST C232 Ma 300
GENERATOR
UC 3661-10 / NFPA 30,334
Weight coustic Noise Level (04) SPECIFICATIONS
SHEET NUMBER
GEN-1
Tho now atat
8220-100-D-20-03-V-125
MEukon
PLAN VIEW SPACE REQUIREMENTS
an 3FC Communications, lec, Company
TOT RECOMMENDED TORERVICEIT. RE POST SHITE 100n
IRVINE, CA 92618
WON ALL SIDES THE GENERATO COMMENDED TEL: (949) 553-8588 www.cukongroup.com
copier 2020 TEr sit Ones Reserva
71(1790)
DRAWN BY:
CHECKED BY:
REVISIONS:
125 GALLON TANK
(UL142) 0607/24 RANCHECK
03/26/24
PLAN CHECK
100% CONSTRUCTION DRAWING
03103/23 JURISDICTION COMMENTS
01/12/23 SO% CONSTRUCTION DRAWING
REV DATE DESCRIPTION
LICENSEE:
8220-100-D-20-03-V-125
HOT AIR EXHAUST
-[2L08L]0r72 UR INTAKE.
PROJECT FORMATION
Corite 2030 Ar Berture Crete emerved.
CLL05599
SEETTLE
GENERATOR
SPECIFICATIONS
OVERALL DIMENSIONS
T25 GALLON TANK SHEET NUMBER
A-1
GEN-2
CITY OF GLENDALE WATER & POWER DEPT. Tho now
ELECTRIC SERVICE SPOT atat
JOB ADDRESS 1790 1/4 LOMA VISTA DR SERVICE SPOT DATE 10/05/2023.
SERVICE PLANNER MITCH/AH
OFFICE (S18) 548-3921, FAX (815) 240-4754
MEukon
an 3FC Communications, lec, Company
RE POST SHITE 1000|
IRVINE, CA 92618
TEL: (949) 553-8588
www.cukongroup.com
NEW PEDESTAL PER GWP INSPECTORS
DRAWN BY:
CHECKED BY:
TRAFFIC RATED PULL BOX LID TO BE REVISIONS:
ENSCRIBED ELECTRIC. GWP
INSPECTOR TO MARK EXACT.
EXISTING 2-5 ONDU) LOCATION
PROJECT TO INSTALL PEDESTAL IN.
GRASSYA TA AT OR CAR 0807124 PLAN CHECK
INSPECTOR TO MARK EXACT 092524
LOCATION 12/20/23 PLAN CHECK
03/27123 100% CONSTRUCTION DRANG
03103/23 JURISDICTION COMMENTS
01/12/23 SO% CONSTRUCTION DRAWING
EXISTING ATET NEVICE
FIRE ROAD REV DATE DESCRIPTION
LOMA VISTA DR
4" PERMANENT GUARD
POSTS AS REQUIRED BY
GUP INSPECTOR
EXISTING PARK SERVICE
METER #248795 ADDRESSED
INSIDE TRASH ENCLOSURE
AREA
PROJECT TO BLILD A
SLOUGH WALL AROUND
DENESYAI DEC CUMO
INSPECTOR SPECIFICA-IONS
PROJECT NORMATION:
MAYOR'S BICENTENNIAL CLL05599
RESTROOMS
PARK
SHEET TITLE
UTILITY DESIGN
(FOR REFERENCE ONLY)
SHEET NUMBER
15.25 APPROVED Ca SHEET 2 OF 2. UD-1
Tho now atat
TARTING RUSH. TYP.
ROPERTY LINE
MEukon
an 3FC Commenications, lec. Company
RE PAST SHITE 1000/
IRVINE, CA 92618
TEL: (949) 553-8588
www.cukongroup.com
NEWATST LEASE AREA (1009.85 SO. FT.)
HE PRETE NEAR CASE ANTONY.
EXISTING ACCESS OND
DRAWN BY:
CHECKED BY:
REVISIONS:
DISTING AOCESS CATE -
EXISTING 1S0 HIGH TREE
0607/24 PLAN CHECK
03/2024 PLAN CHECK
12/20/23 PLAN CHECK
ME CONGTRIATION DRAWING
XISING AT HIM TREE
12120122 JURISDICTION COMMENTS
)1/12/29 SO% CONSTRUCTION DRAWING
NEW ATST 2X3 FIBER FULL BOX DATE DESCRIPTION
CONCRETE SNALE I'ENSEE
EXISTING ELEC LINE VARIES-
COPLE TO METEL EST AL
EXISTING FLAGPOLE
EXISTING WATER VALVE
PASTING OMP VAULT PONCE T
EXSTING VIATER LINE APN: 5659-015-604
XISTING PULLBOX, TYP.
PROJECT FORMATION:
MUPTO JOINT TRENCHMATHPOWER A
CLL05599
- EXISTING LANDSCAPE SENDALE, CAN 1120)
DISTING SIGHUGE
EXISTING BARISATBON LINE-
STACOMME RUE MASSES. SHEET TILE
DISTING ELEC LINE VARIES - MISTNA PIANTER TYP
DISTIN PRETVE ELECTRICAL SITE PLAN
SHEET NUMBER
E-1
ELECTRICAL SITE PLAN 152001-
TYPICAL PER SECTOR CIRCUIT SCHEDULE
WIRE SIZE BREAKER
(N) 8818-4478 ENTER E CANT 120-200 The now
PER PUNI at&t
CHINE CHINET MR PLAN
(N) GNP CONDUIT L-120'- (N) PRUS-2012 CENE CENT SENDE RECTIES PER PLAI
ENTEL BE CANET BATTON HEATER N/A
IN) RAYCAP SURGE MEukon
X12-48-10-0-230 N/A an 3FC Communications, lec, Company (TYP.-2)
RE POST SHITE 1000
(NO) PAYCAP SURCE (N) RAYCAR SURGE IRVINE, CA 92618
NIA
0C12-45-00-0-230 TEL: (949) 553-8588
www.cukongroup.com
NO RAYCAP SURGE
4SVDC, POMER PLANT (N) CENA
DRAWN BY:
CHECKED BY:
N CONDUIT
(N) 2°0. 38/0 + 1/82
(N) 88U
0607/24 PLAN CHECK
032524 PLAN CHECK
PLAN CHECK
AN CRUCE WALKING REAV 3) COM CONGTRIIATION DRAWIN
(MANUAL XFER SWITCH) ICE EC 2120/22 JURISDICTION COMMENTS
CON CONSTRUCTION DRAWIN
DATE DESCRIPTION
PANEL PPC
MONTRE SURFACE DOUBLE LUG VOI TO 120|240 200A/2F
PHASE BUS
99999999999999999999 MR: 42K SERIES W/ MAN
0000 6)
MAK CL
- 0-
› 2> č : TIME
u a = > LOCATION
2800 30/2 1 Surge Suppressor
EVE DEL AREA OF PROJECT INFORMATION:
202 1)
2011 OFCI RECEPTACLES | 12
CLL05599
20/1|
11111222 1880 LOMA VISTA DR.,
GLENDALE, CA 91208
SPACE
DACE
1-11-7-7-4-07-1-6 SINGLE LINE DIAGRAM
SPACE / PANEL SCHEDULE
IN) POWER PLANT SPACE
SPACE
SPACE
SHEET NUMBER
GROUND WILCL A- 17640 WILL B- 17915
TOTAL VA. TO ALLO- x.25 - 125
HIGH PHASE LOL C × 25. 0
E-2
SINGLE-LINE/AC PANEL SCHEDULE
GENERAL REOUIREMENTS B. CONDUITS CONNECTEO TO EQLIFNENT AND DEMCES SHALL BE The now at&t
ENGINEER:
•• AUTORE DE STRE TAR EN HULATION MEukon
CARCURASTANCES
NOTED OTERAIE. RE POST SITE 100n
IS PANT AT ALL GROUND CORDECIONES SHALL DE REMOVED IRVINE, CA 92618 TEL: (949) 553_8588
www.eukongroup.com
1 THE CONTRACTOR SHALL PREPARE A AD SCO A COULETE AN
EROLECT OLOSEOUT
TRAMN RY
CHECKED BY:
CE RECRETS OF THE SERING UTLEY
PARTE 2. SUPERVIRE DES OTER SE NOTE DRARE TINED
3 GROUND BAR LOCATED IN BASE OF EQUIPMENT WILL BE 0607/24 PLAN CHECK PROMIDED, FURNSHED AND INSTALLED BY THE VENDOR. 032524 PLAN CHECK ALEMENT LOCATI 12/20/23 PLAN CHECK
0327/23 MON CONCTRIIATION DRAING
22070/23 JURISDISTION COMMENTA
DATE DESCRIPTION
CONCETIONS ENCOUNTERED.
1 GROUND BARS
& ALL CONDUIT CALY (CIO) SHALL HAVE PULL ROPE.
ENGINEER FOR THE PROPOSED CHANGES BEFORE PROCEECING.
IA CREEN EN CON ENLY RECARMENTS ROR
• SUENIT SEX (S) COFTES OF SHOP CRAMANOS TO THE ARCHITECT FOR PROJECT INFORMATION:
IN THE DE ORATED AREA RD CONFLY WTH RESCAREMENTS OF ALL
DRON PONT QUE VERTICA VINSTALLEN
CLL05599
"PERS MON LES BAS SALL DE ECTEO SO TIKT
1880 LOMA VISTA DR.,
A NO SUBSTATUTIONS ARE ALLONVER 15. ANC ARTNE CROUL BE GROUNDED AND HAVE A BUSHING. NO GLENDALE, CA 91208
ELECTRICAL NOTES
TRONCENS
BE SUBJECTED.
SHEET NUMBER
LON OPER AU CE REDE TE, SE ROUNDAD 18
ISTALLATICH
E-3
NOT USED ELECTRICAL NOTES
EXOTHERMIC EXOTHERMIC
OMPRESSION TYPE CONNECTIONS COMPRESSION TYPE CONNECTIONS Tho now at&t
HEMICAL ELECTROLYTIC GROUNDING SYSTEN/ CHEMICAL ELECTROLYTIC GROUNDING SYSTEM
AROUND ROD ROUND ROO
TEST GROUND ROD WITH INSPECTION SLEEVE TEST GROUND ROD WITH INSPECTION SLEEVE EXOTHERMIC WITH INSPECTION SLEEVE EXOTHERMIC WITH INSPECTION SLEEVE ENGINEER:
GROUNDING CONDUCTOR GROUNDING CONDUCTOR
GROUNDING BAR TROUNDING BAR MEukon
an 3FC Communications, lec, Company
AS POST SHITE 09P
IRVINE, CA 92618
TEL: (949) 553-8588
www.cukongroup.com
DRAWN BY:
CHECKED BY:
= 0807124 PLAN CHECK
NEWAS ANG, TO MCB 032524 PLAN CHECK
PLAN CHECK
ME CONGTRIATION DRAWING
22070/23 JURISDICTION COMMENTS
)1/12/29 SO% CONSTRUCTION DRAWING
MAIN GROUND BAR (MGE) DATE DESCRIPTION
COMMECTIONS TIN.
PROJECT INFORMATION!
CLL05599
ANTENNA &
EQUIPMENT
GROUNDING PLAN
SHEET NUMBER
E-4
ANTENNA GROUNDING PLAN EQUIPMENT GROUNDING PLAN
NOTES:
The now at&t
* FORCE OAT A SO ACES THAN AT AT COME SERENATE LOADE
MEukon
WAX
RE POST SHITE 100n
%. SUPPUED AND INSTALLED BY CONTRACTOR. IRVINE, CA 92618 CROLANG ME ARO TEL: (949) 553-8588
NOT USED SONS 8 * ENSURE THE WIRE SULATION TOMBATIN IS THEN 1IS OF THE BARREL NO SHIERES 5 BELOR FROST LA OR 36° MEN
1/8m1 1/7- RAMN RY
CHECKED BY:
12100.
CONCRETE SEER PER PLAN
0607/24 PLAN CHECK
032524 PLAN CHECK
PLAN CHECK
COR CONCTRIIATION DRAIANG
SCALE SCALE SCALE 12120122 JURISDISTION COMMENTA
EXTERIOR TWO HOLE LUG NONE - 7 TOWER GROUNDING GROUND ROD W/ INSPECTION SLEEVE 4 GROUND RING TRENCH NONE 2 NEWTON I STUNER, MOMPANY, INC. TA ORALAND DESTRAID THAT MIL IDENTIFY
SEE GROUND NOTES FOR ADITIONAL INFORMATION
PART NUMBER DESCRPTON USE *30 ANG, BEFOR GROUND LEADS FROM BUS BARS TO GROUND FING SECTION "P' - SURGE PROTECTORS
1/4x4×30° SOLD GROUND BAR USE *2 ANG.ICW FOR BURIED GROUND LOOP AND GROUND LEACS.
PER PLAN THE NUMBER AND SIDE OF GROUND BARS USCO MAY PER SITE CONCITIONS.
MEL AXETING - TROUND BAR
3061-4 NSULATORS
3012-1 5/8'-11x1° MMCS.
SECTION "A' - SURGE ABSORBERS
3015-8 5/8 LOCKMASHER
..-
•(SEE NOTE 2) PROJECT INFORMATION:
CONNECTION.
SECTION T - ISOLATED GROUNDING ZONE
LATET CROUNG MIDGE AND REFERENCE CLL05599
1880 LOMA VISTA DR.,
GLENDALE, CA 91208
P
•(SEE NOTE 1)
COMICAN AT MOUNT NO POP GROUNDING
DETAILS
==:== SHEET NUMBER
E-5
MAIN GROUNDING BAR SCALE ANTENNA GROUNDING SCALE 3 EQUIPMENT GROUNDING ANTENNA CABLE - NOTE: TO ANTENNAS
The now at&t
"XYN COAX JUMPER-
888988888
(SEE NOTE)
211/16° DUA. ДОДЕ SO ANG
ENGINEER:
ANTENN LINENT TE
NOTES:
1. COUNS NEEL ARE TO CONO BLA A BEND AND MILANS DRECT MEukon ·20" (SHOWN) NOTES: an 3FC Communications, lec, Company 2 COUMANIED BECARE MANUFACTURORT MINEER AS SUPPLED DR RE POST SHITE 100n
3. N RECOMMEDED BILE NEARERST MINER AS SUPPUCO PETE IRVINE, CA 92618 TEL: (949) 553-8588
2- RUSSEL OCT KEY TAMPER RESTANT
www.eukongroup.com
SCALE 6 CHATTE
CABLE GND. KIT TO ANT. SONS 14 GND. WIRE TO GND. BAR SONE 10 GROUND BAR DETAIL NONE GND. WIRE TO GRD. BAR NONE 3 NOTES
2. DO UTTER DUAN TO RONING BAT AT A BEND AND ALAYS DIRECT GROUNDNG CHECKED BY:
3. G CABLE MAT SATURE, TIRE AND PART NUMBER AS SUPPUED OR RECCAMENDED 43 AM CH *. MECOMMRNOED BY SEE MAEUTACTLRER PART MEMBER AS SUPPLIED OR ROUNDING KIT 5. PROVIDE GROUNDING KIT 6 BEFORE TURN TRANSITION FROM TOMER TO ICE ERIDGE.
GROUND BUR
7. EXTEND TWO (2) #2 ANG INNED CU CONDUCTOR FROM BURIED GROUNDING RING 0607/24 PLAN CHECK
DO ANG GET CABLE
42 ANC 032524 PLAN CHECK
NEW TOMERS ONLY FOR GROUNDING CONNECIONS TO THE TOMER. (APPUCABLE TO PLAN CHECK 03/27/23 00% CONSTRUCTION DRAWING
NOT USED NONE 13 NOT USED SCALE GPS ANTENNA GROUNDING SOME 5 )1/12/29 ON CONSTRUCTION DRAWIN
DATE
PROJECT INFORMATION:
NOT USED SONS 12 NOT USED SCALE GROUNDING NOTES SCALE 2 HONE
CLL05599
GLENDALE, CA 91208*
TYPE GUNG TYPE RA GROUNDING
DETAILS
SHEET NUMBER
E-6
NOT USED SONE 11 NOT USED SCALE EXOTHERMIC WELD SCAL. 4 MECHANICAL CONNECTION
HONE NONE
The now at&t
FIRE DEPARTMENT NOTES
PYLI2V185FT I2V 185Ah-8Hr MEukon
PYL12VI85FT .O ADDRESS NUMBERS:
OGs an 3FC Communications, lec, Company
12V 185Ah-8Hr RE POST SHITE 1000
IRVINE, CA 92618
TEL: (949) 553-8588
www.cukongroup.com
3.0 DOOR OPERATIONS:
• Frimary lead for Long Life • No maintenance required
• UL.94 V.O Name retardant case • 10+ years design life High temperature, long life design • GR-1228 compliant 4.0 ADDMONAL PERMT:
DRAWN BY:
AGM and spil-proof construction • UL recognized * PRETO THE ENERGET TROT PRE THE TRE EPARTMOT CHECKED BY:
• Harnesses/connecting bars avallable • ABS plastic case for durability
5.O REQUIRED INSPECTIONS:
SPECIFICATIONS A THE NRE DEPARTMINT INSPECTION FOR THS PROJECT INCLUDE THE FOLLOMNO • Float Charge Voltage: *3.65V +/- 0.15V 1. HAZARDOUS MATERIALS FRAL INSPECTION. • Temperature Compensation: The recommended compensation factor is -SmV/C/cell. The standard center point for temperature compensation is 25°C. • Internal Resistance: Approximately 3.5 ml measured with 1kHz AC bidge • Terminal Torque: 90 inJbs. (13mm, top); 43.5 in.Jbs. (10mm, front) NOTE TO SCHEDULE INSPECTIONS: CALL CINCE OF STATE FIRE MARSHALL AT (916-113-8200) AF LEAST 49 HOURS 0607/24 PLAN CHECK
PLAN CHECK
PLAN CHECK
ME CONCTRIATION DRAWING
2120/22 JURISDICTION COMMENTS
NOTES CESCRIPTION
== (16 BATTERES 1854h12) /1000-35,524)
GS 2. QINIONS PER CEC 2012 SECON 1202Li
3958 INTEST THAT IS CONFRISED OF LENO ELECTROES MMERSED IN SUHUE ACO ELECTROLYTE.
PROJECT INFORMATION:
CLL05599
GLENDAL, CA 1120.
BATTERY TYPE TOTAL ACID
(gol.)
• MARATHON "W12V180FT* | 27.27 2.47 11.46 0.74 218.16 5.92
FIRE DEPARTMENT
NOTES AND BATTERY
INFORMATION
SHEET RUNGER
FD-1
GENERAL CONSTRUCTION NOTES: CITY OF GLENDALE GENERAL GRADING NOTES: GENERAL EROSION CONTROL NOTES:
IN CASE OF EMERGENCY CALL CLL05599
* WE SOON A RECEDE ON THE CONTRACT COCONTENSE GLENDALE, CA B120S
3. TRE APPROVAL OF THE CES ENG OT BE MOVED OR MOCIFICO WITHOUT S. TOO STRE 2DPAT THE CONCLUDE EAST MORNNG DAY FROM THE 32 SIN S0 SO AS TO NE SO RUD ANS MATERATOU MUST BE
5. DUST SHALL BE CONTROLLED BY WATERING AND/OR DUST PALLIATIVE. The nee Batet
0. SANSTRUC FON PERSO HALL BE MANTANED ON THE SITE DURING THE
8. NOISE, EXCAVATION, DEUVERY AND RENOVAL SHALL BE CONTROLLED. *. TLE STAMPED SET OF APPROVED PLANS SHALL BE ON THE JOB STE AT VENDOR
• ROUTING UTIU CONTRACTOR ARE RESPONSBLE FOR LOCATIO AND " TEFORE DIECE A PID 137 ANDERGAUND SERASE ALERT, TAC DAYS MEukon & EAT SURANCE ME OR PAR TO CONTREET ERICANE 10 LETS OR CING IN SALE PROMICED ACROES THE OUTLETS OF AL ". ELSE OF SHE ALL BE CRADED TO PROMOTE ORANACE AWAY FROM THE
CUT/FILL
›. MAXIMUM CUT AND FLL SLOPE - 2:1 (HORIZONTAL TO VERTICAL).| 12 STR MERCENCY SEE DURING RANSTORM THE PERMITTEE CR CONTRACTOR * POOPE CRANACE SHALL BE MANTANED ANAY FROM ALL BELONG AND SITE NO:
JDC PROJ NO: 22005005
GRADE OF TIC STACCI DRAWN BY:
LESS THAN 25 AS REQUIREO CHECKED BY: JOC
AS FOST
45 10 10% SO FEET
y5o In
DRAINAGE, EROSION / DUST CONTROL
ONE PASTE BIES BAL NOT BE USED TO SARAS
1. THE L CE TIN DO PETE RENT TO 20 MET TOnES SIERVALS BETEEN CHECK DAMS
RADE CF CHANN T
LESS THAN 3%
15. PREPER THAN 5: HE ZONTAL TO ERICATHE TOP OF NIL FILL SLOPES 50 FEET.
FLL NET (CUT-AL
75.95 EASE AREA (6" A9)
PAVILLAS ARTA (S of 18" ROCK)
TO MULER EACH STORM TO ROSTERE MIER CAPACE DEARES AND SILT REMOVED MAX ALLOCAT. 1062 FT
20. EVE ANS GENE, OCTEA TE TO SENORED MORE THAN 10-EET
ENTEEN FRU
JO ESIGN
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR
ROUGH GRADE Seene
CIVIL GENERAL
NOTES
C1.0
/ LEGEND:
CLL05599
EUST PROPERTY UNE
8 8 GLENDALE CA 1208
CIVIL LIMIT OF WORK
CECDETC COORDINATE PONT
02.33 FL
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102 30 TU SITE PLAN KEYNOTES:
1] PROPOSCO CONCRETE CHASIEL PER ARCH DETALS
110072 A 2 PROPOSED OVU SOREENING WALL AND RETAINING HALL.
E] PROPOSEC GRAVEL PER 29CH DETALS
• PROPOSED CONC. PAD PER ARCH DETALS.
MEukon
www.eukongrous.com
DIRT ACCESS ROAD
SITE NO: CLLO5509
JDC PROJ NO: 22005006
DRAWN BY:
CHECKED BY: JDC
DESCRPTION
CUT ALL MIT (CUT-5131)
1100 1103 LAW SURFACE GRADING
SECTION ADJUSTMENTS
GRAVEL LEASE TEA (5 of 314" ACCK)
TOTAL 26.36-22 98.84
MAX CUT DEPTH. 3.911 FT
VAX FILL HEIGHT- 1,007 $1
SHEER FlEU
RETARING EAS JO ESIGN
Fast
1. SCALE: 1"=5'
V. SCALE: 1'=1
SITE GRADING
PLAN
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LEGEND:
CLL05599
PROPERTY LIVE
GLENDALE CA D1209
SIGHT OF WAY
DISTO BASEMENT
SENTERINE
DISTNO OVERHEAD LNE
EXISTING ROAD
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FROPOGED FIBER ROLL
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PATESSAL STOMPE AND DELIVER
SONSTRUCTION ENTRANCE MEukon
SRINE CA B26159
TEL: 910) 553-8508
EROSION CONTROL NOTES
GET SEE SHE CAN SUPERET
© END FACT SHE MURETE WASHOUT PER CASON
JDC PROJ NO: 22005005
DRAWN BY:
CHECKED BY: JDC
DESCRETION
Delet
SHEER FlEU
* Foot JO ESIGN
H. SCALE: 1'=10°
EROSION
CONTROL PLAN
C1.2
CLL05599
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SRINE CA B28100
TEL: (918) 553-8508
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TEL: (949) 553-8566
www.cukongroup.com
DRAWN BY:
CHECKED BY:
0127199
JURISCICTION COMMENTS
APN: 5659-015-904 01/12/23 S0% CONSTRUCTION DRAWING
REVI DATE DESCRIPTION
SENSEE
PROJECT INFORMATION!
CLL05599
1765 HILLFAIR DR.
GLENDALE, CA 91208
SHE TELE
LANDSCAPE PLAN
SHEET NUMBER
BY LANDSCAPE ARE ANY REOCAMENCATICH UNLESS OTHERWISE NOTED L-1 The new → at&t
SEE TOME
MEukon
an 3FC Communications, Ito. Company
AS POST SHITE 09P
IRVINE, CA 92618
TEL: (949) 553-8566
www.cukongroup.com
DRAWN BY:
CHECKED BY:
CARY BOTTON AND CASES OF PLANTNOPE
0327/23 100% CONSTRUCTION DRAWING
03103/23 JURISCECTION COMMENTS
A TYPICAL TREE PLANTING 01/12/23 SO% CONSTRUCTION DRAWING
REVI DATE DESCRIPTION
PROJECT NORMATION:
CLL05599
1765 HILLFAIR DR.
GLENDALE, CA 91208
SETTLE
LANDSCAPE DETAILS
OUR PEEIN ALES OTHERNASE NOTED
SHEET NUMBER
L-2
PPLICANT.
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IRRIGATION SCHEDULE
1 MANUE&CIURER/HODEL/DESCRIPTION
HAMEACTUBER/MODEL/DESCR PTIN
MEukon
65 POST, SUITE 1000
IRVINE, CA 92818
TEL: (949) 553-8566
EDUCE PRESSURE BACKFLOW PREVENTER www.eukonaroup.com/
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DRAIN BY:
CHECKED BY:
IRRICATION LATERAL LINE: PVC SCHEDULE 40 B9.8 L.F. REMISIONS RRCATION MANUNE: PIC SCHEDULE 40 115 LE.
---- PA SINE PA CAINES 20 AR LE.
03/27/23 100% CONSTRUCTION DRAWING
03109/23 JURISDICTION COMMENTS
APN: 5659-015-904 01/12/23 90% CONSTRUCTION DRAVING
REV DATE DESCRIPTION
LICENSEE:
PROJECT INFORMATION
CLL05599
1765 HILLFAIR DR.
GLENDALE, CA 91208
SHEET TIRLE
IRRIGATION PLAN
L-3
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IRRIGATION SCHEE IRRIGATION NOTES
MANUEACTURER/MODEL/DESCRIPTION
STATE OF CALIFORNIA ESTIMATED WATER USE
OT BATER RESCATE RY SMUN THE SUNT DE WATER,
3. MANAG AREAS WERE POSE ARE SHOWN AGRAMMATICALLY, ALL UNES AND VALVES TO BE INSTALLED N
MANUERCTURER/MODEL/DESCRIPTION
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TEL: (949) 553,8588
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• ORE DE PREFRAMES CE THE PAL INSTALLATION TO CHAIR AT SUBSTANTIAL EWU (HYRDROZONE) = (ETO • PF • H4 • 624) dE)
HYDROZONE B (LOW WATER BUBBLER)
EAU CALMEAR
430
MATER MER 1-15 8. ALL DRIP ZONES SHALL BE INSTALLEO VATH A SELF-FLUSHING DISC FILTER, OR AFFROVED EQUA GOTIMATED TOTAL WATER USE (ETAU DRAWN BY:
MODELY LHM15TG1-ME. CHECKED BY:
MAWA (MAXIMUM APPLIED WATER ALLOWANCE)
RRIGATION LATERAL UNE: PVC SCHEDULE 10 89.8 LF. 19 VENER CONTACLER AND RAN SENSOR LOCATIN ASD MANUINE ANT OF CONNECTIIN AT PRONECT SITE WH ET ADUUSTMENT FACTOR TOTAL HA - — — — IRPOGATION MALNE: PIC SCHECULE 40 1335 Lr. 11. ELECTRIC SERVICE TO CONTROLLER SHALL BE PROMDED BY THE GENERAL CONTRACTOR. ======== PIPE SLEEVE: PVC SCHEDULE 40 18.6 LF. 12. ALL 21 VAC WRING SHALL BE OF CIRECT OUTAL COPPER WRE AS FOLLOWS: ESTIMATED ALL, WATER USE (% CE MAILA) COMMON MARES: 012
12 PER ASPED AND ORDER OMPLETEN OF ALL NO ON THE STENCRS IN SUCH A MUSHER AS TO ALON 4 OOORDINATE WITH PLANTING PLAN FOR PLANTER BED LOCATIONS AND TREE LOCATIONS.
VALVE SCHEDULE 0327/23 100% CONSTRUCTION DRAWING
03103/23 JURISCECTION COMMENTS
KNEE MCCEL SIE DES DEM MAS PSI PS9900 01/12/23 SO% CONSTRUCTION DRAWING HUNTER KY-C 1° BUOBLER 2 03.1 32.2 32.0 DATE DESCRIPTION 1 ANTROLER FOR SEE MACE PLES YEAZONES SHALL BE KEPT WITH THE REGATRY 19 ACRE TRE SLER ON THE TREAT PLANS, OR TE GIELD LA DECAPE CONTRACTOR OR THE PIECE
REPORT SHALL BE COMPLETED THE TIME OF ENAL INSPECTICAL
MICHAEL P. MADEEN, LLA 5796
IRRIGATION MAINTENANCE SCHEDULE
HE ION MANENE CANNE TAC
AND MORE FRECUENT ATTENCH MAY DE RECUREO DEPENONG ON THE PARTEAR SETE CONCEDeS.
DONE VATH THE OFEGULLY SPECIFIED MATEFBALS OR APPROVED ECLEVALENTS.
EREQUENCY - CUMATERLY PROJECT FORMATION:
NICE CARE READ RESE AS NEED A GIE GO AND RED PRECENTERY AS CLL05599
1765 HILLFAIR DR.
GLENDALE, CA 91208
FREQUENCY - CLARTERLY
TOS SETTLEMENTS A COES CAESAR PRESSURE LIKE REPEATE RULY INSPECT FORE SHEET TILE
BEEN NOTE V I IRRIGATION SCHEDULES &
TASK NAINLINE AND LATERALS: MISUALLY INSPECT FOR LEAKS OR SETTLEMENTS OF TRENCH NOTES
FREQUENCY • WEER.Y
SHEET NUMBER
FREQUENCY - MATHLY
SCRE-LTERS AND STRUMERS: VISALLY CHECK FOR LEAKS, EACKEY FITNES CLEAN AND FLUSH L-4
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SET HEAD Z. ABOVE GRADE
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LATERAL
MER SPORTS 4)
1/2° MAPLEX STREET ELL ORC TEE (SKS) DRAWN BY:
AN DRUMENS
CHECKED BY:
VE IRELY RAIN TERE TOL PARADED PEE CONNECTEN.
IVC GLOBE VALVE POPUP BUBBLER AT PLANT PIT NODE ON VALVE
PERMAN MASON DE ONESE -
PROSASO 0127199 HOOK CONGTRIICTION DRAING
MAY VARY JURISCICTION COMMENT
...... 01/12/23 S0% CONSTRUCTION DRAWING
COMPACT TD REP OCAPACIN REVI DATE DESCRIPTION
PIC PATROL I'ENSEE
LEGEND.
4 MN. DUNKING
NAIL LOUNT CONTROLLER:
ONE OR SAFARE MEATRE SARACE
CANNED CANCE
DESTING SOL
TRENCHING DETAIL 5 MAINLINE ANO LATERAL PIPE SLEEVING
N.T.5.
PROJECT FORMATION:
CLL05599
1765 HILLFAIR DR.
GLENDALE, CA 91208
150 SPARS
SHEET TEE
IRRIGATION DETAILS
SEEN WAVE AS H • PVC MAN USE. 7 RAIN CLIK WITH GENERIC WALL-MOUNT CONTROLLER
KUDAHARAS COLDUN
E SCHEDULE SO THREADED SHEET NUMBER
BRASS ISOLATION VALVE L-5
11/2.10 EX-IR - FX-SOV-01
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MEukon
an 3FC Communications, Ito. Company
AS POST SHITE 09P
DAS OF COCTAN IRVINE, CA 92618
TEL: (949) 553_8588
www.cukongroup.com
DRAWN BY:
CHECKED BY:
a1221 Pass
0327/23 100% CONSTRUCTION DRAWING
JURISCECTION COMMENTS
01/12/23 SO% CONSTRUCTION DRAWING
HANCED REVI DATE DESCRIPTION
PROJECT NORMATION:
CLL05599
1765 HILLFAIR DR.
GLENDALE, CA 91208
SHEET TITLE
GENERAL SPECIFICATIONS
SHEET NUMBER
L-6
AT&T
CHINES
5401 S. CANADA PLACE
TUCSON, AZ 85706
JOB #: 23-010
PH: (520) 663-1330
VECTOR
DATE: 13123 DESIGNED: COB JORAFTER COB
REVISIONS
REV | DATE | DESCRIPTION
341723 DESKNUPOATE
DRAWING INDEX
CLL05599 TITLE SHEET
NOTES & SPECIFICATIONS
ELEVATION VIEWS
DETAILS
ANTENNA MOUNT DETAILS
ANTENNA MOUNT DETAILS
FOUNDATION
BRANCH LAYOUT
68'-0" MONOPINE
TITLE SHEET CLL05599 1765 HILLFAIR DR.
CELL TREES, INC. Job:
23-010
LOCATION:
1765 HILLFAIR DR.
GLENDALE, CA 91208
May 30. 2023
LOS ANGELES COUNTY A1212-0786-231
MP-1
one 2023 Vector Such Engine fAte, Threw condon propony arm banging to Vector Such gering of Anton, ll, and may be mather haly nor parsary copied produced who the poor mitten premisen of Vector Sucha Engieting of Antona, UF SUMMARY OF SPECIAL INSPECTION GENFRA DESIGN NOTES: STRUCTURAL STEEL (CONT.): AT&T NO. DESCRIPTION OF TYPE OF INSPECTION REO'D, LOCATION, REMARKS, ETC. INSPECTION TYPE STRUCTURAL DESIGN IS BASED ON THE CALFORNIA BUILDING 7. ALL BOLTS FOR STEEL-TO-STEEL CONNECTIONS SHALL REQUIRED INSPECIIONS FOR SOIL/FOUNDATION: CODE, 2022 EDITON (2021 IBC) AND THE TA-222-H CONFORM w/ AST F3125 GR. A325. U.N.O. AND SHALL BE A. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND THAT THE STANDARD CELL TREES MATERIALS BELOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN TIGHTENED PER THE "TURN-OF-NUT" METHOD AS DEFINED BY AISC. (
DESIGN LOADS: 8. ALL ANCHOR BOLTS SHALL CONFORM v/ ASTM A615 GR. 75,
PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS PERIODIC C. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES U.N.O.
CONTINUOUS WIND: WIND SPEED = 95 MPH (3-SEC GUST) PER THE ASCE 9. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS JOB #: 23-010 DURING PLACEMENT AND COMPACTION OF COMPACTED FILL. 7-16 STANDARD IN ACCORDANCE w/ THE LATEST VERSION OF THE AMERICAN D. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND PERIODIC RISK CATEGORY: WELDING SOCIETY AWS D1.1. STEEL WELDS SHALL BE BY VERIFY THAT IT HAS BEEN PREPARED PROPERLY EXPOSURE: E70XX LOW HYDROGEN ELECTRODES. U.N.O.
REQUIRED INSPECTIONS FOR CAST-IN-PLACE DEEP FOUNDATION ELEMENTS TOPOGRAPHIC CATEGORY: 10. ALL STEEL SURFACES SHALL BE GALVANIZED IN ACCORDANCE LECTOR A. INSPECT DRILLING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE CREST HEIGHT: w/ ASTM A123 AND ASTM F2329 STANDARDS. ANY
CONTINUOUS
RECORDS FOR EACH ELEMENT ELEVATION: 1,095 FT ABOVE SEA LEVEL
GALVANIZED SURFACES THAT BECOME DAMAGED DURING
VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM ELEMENT SHIPPING, WELDING, OR ERECTION MUST BE COATED WITH A DIAMETERS. BELL DIAMETERS (IF APPLICABLE), LENGTHS. EMBEDMENT INTO ICE: NONE PER THE TIA-222-H STANDARD MINIMUM OF TWO COATS OF COLD GALVANIZING COMPOUND CONTINUOUS DATE: 131/23 DESIGNED: CDB DRAFTER: COB
BEDROCK (IF APPLICABLE) AND ADEQUATE END-BEARING STRATA CAPACITY. THAT COMPLIES WITH THE REQUIREMENTS OF AST A780 REVISIONS SEISMIC:
RECORD CONCRETE OR GROUT VOLUMES. IMPORTANCE FACTOR: 1.00 REV DATE DESCRIPTION REQUIRED INSPECTIONS FOR CONCRETE CONSTRUCTION DISCLAIMERS:
RISK CATEGORY:
A. INSPECT REINFORCEMENT AND VERIFY PLACEMENT PERIODIC MAPPED SPECTRAL RESPONSE ACCELERATIONS:
B. INSPECT ANCHORS CAST IN CONCRETE - PLUMBNESS, ORIENTATION, TOP 1. ALL STRUCTURAL COMPONENTS TO BE CONNECTED TOGETHER Ss = 2.064g, S1 = 0.757g SHALL BE COMPLETELY FIT UP ON THE GROUND OR AND BOTTOM TEMPLATES ARE INSTALLED, AND THAT THE MINIMUM PERIODIC SITE CLASS: C EMBEDMENT SPECIFIED BY THE FOUNDATION DESIGNER IS MET. SPECTRAL RESPONSE COEFFICIENTS: OTHERWISE VERIFIED FOR COMPATIBILITY PRIOR TO LIFTING C. VERIFY USE OF REQUIRED DESIGN MIX AND COMPLIANCE WITH ACI 318-19 PERIODIC ANY COMPONENT INTO PLACE. REPAIRS REQUIRED DUE TO Sos = 1.651g, S01 = 0.707g FIT-UP OR CONNECTION COMPATIBILITY PROBLEMS AFTER D. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH SEISMIC DESIGN CATEGORY: PARTIAL ERECTION ARE THE FINANCIAL RESPONSIBILITY OF TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE CONTINUOUS BASIC SEISMIC-FORCE-RESISTING-SYSTEM: THE CONTRACTOR.
TEMPERATURE OF THE CONCRETE. TELECOMMUNICATION TOWER: STEEL POLE SEISMIC BASE SHEAR, V: 10.9 K 2. WHERE EFFECTIVE PROJECTED AREAS (EPA) ARE USED. IT IS E. INSPECT CONCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. CONTINUOUS THE RESPONSIBILITY OF OTHERS TO VERIFY INSTALLED F. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES PERIODIC SEISMIC RESPONSE COEFFICIENT, Cs: 0.363 RESPONSE MODIFICATION FACTOR, R: 1.5 EQUIPMENT DOES NOT EXCEED LISTED EPA G. INSPECT FORMWORK FOR PROPER SHAPE, LOCATION AND DIMENSIONS. PERIODIC 3. SOME TELECOMMUNICATIONS STRUCTURES ARE SUSCEPTIBLE
4. BOLTING: ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE TO WIND-INDUCED OSCILLATIONS. OSCILLATIONS MAY OCCUR A. ANCHOR BOLTS SHALL BE INSTALLED WITH A LOCKING MECHANISM AND BE BASE DESIGN REACTIONS: AT LOW OR MODERATE WIND SPEEDS. TIA PROVIDES NO TIGHTENED TO A "SNUG TIGHT" CONDITION PER AISC PERIODIC PRACTICAL ANALYTICS METHOD TO PREDICT AND PREVENT B. ALL HIGH STRENGTH BOLTS, A325, SHALL BE TIGHTENED TO THE TURN OF WIND-INDUCED STRUCTURAL OSCILLATIONS. VECTOR PERIODIC MOMENT, M = 1,357 K-FT (1.0 WIND) NOTES & SPECIFICATIONS CLL05599 1765 HILLFAIR DR.
NUT METHOD AS DEFINED BY AISC STRUCTURAL ENGINEERING RECOMMENDS FREQUENT
5. FIELD WELDING: SHEAR, V = 30.4 K (1.0 WIND) MONITORING TO IDENTIFY WIND-INDUCED OSCILLATION AND </= 5/16, PERIODIC AXIAL, P = 35.7 K (1.2 DEAD) REGULAR CONDITION ASSESSMENTS TO IDENTIFY FATIGUE A. NO FIELD WELDING SHALL BE PERMITTED EXCEPT WHERE CRACKING, LOOSE OR MISSING BOLTS, AND ANY OTHER SPECIFICALLY NOTED ON THE STRUCTURAL DRAWINGS > 5/16, CONTINUOUS THE MONOPOLE, BASE PLATE, AND FOUNDATION ARE DESIGNED STRUCTURAL DEFECTS. ANY OSCILLATION OR DEFECTS
6. SHOP WELDING: FOR THE DESIGN LOADING. THE ANTENNA MOUNTS ARE ONLY OBSERVED SHALL BE IMMEDIATELY REPORTED TO VECTOR A. ALL SHOP WELDING OF STRUCTURAL STEEL SHALL BE PERFORMED BY AN PROVIDE CERTS. DESIGNED FOR THE INITIAL LOADING. SEE DTL 2/MP-3. STRUCTURAL ENGINEERING FOR FURTHER EVALUATION AND APPROVED FABRICATOR'S SHOP PER 2022 CBC SECTION 1704.2.5 POSSIBLE REPAIRS OR MODIFICATIONS WHICH MAY BE B. ALL WELDED CONNECTIONS SHALL CONFORM WITH THE LATEST N/A STRUCTURAL STEEL: REQUIRED AT THE OWNER'S EXPENSE.
EDITION OF THE AMERICAN WELDING SOCIETY (AWS) D1.1 4. THE CONTRACTOR ASSUMES RESPONSIBILITY FOR JOB SITE C. WELD ELECTRODES SHALL BE LOW HYDROGEN E7OXX U.N.O. N/A 1. POLYGONAL MONOPOLE SHAFT STEEL SHALL CONFORM w/ CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE D. VISUAL INSPECTION OF ALL WELDS SHALL BE PERFORMED BEFORE INSPECT AND REPORT ASTM A572 GR. 65, U.N.O. PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND GALVANIZING. 2. BASEPLATE STEEL SHALL CONFORM w/ ASTM A572 GR. PROPERTY IN ACCORDANCE WITH GENERALLY ACCEPTED E. IF A WELD IS IN QUESTION PER THE VISUAL INSPECTION THEN IT SHALL BE 50, U.N.O. CONSTRUCTION PRACTICES. THIS REQUIREMENT APPLES TESTED USING AN APPROPRIATE TEST, I.E. DIE PENETRATION, MAGNETIC INSPECT AND REPORT 3. ALL STEEL PIPE SHALL CONFORM w/ASTM ASTM GR. B CONTINUOUSLY, IS NOT LIMITED TO NORMAL WORKING HOURS, PARTICLE, U.T., ETC. (35 KSI), U.N.O. AND INCLUDES FIRE PREVENTION AND/OR DAMAGE FROM SPECIAL INSPECTION: 4. ALL STEEL RECTANGULAR TUBES (HSS) SHALL CONFORM HEAT DUE TO FIELD WELDING. w/ ASTM A500 GR. B (46 KSI), U.N.O.
SPECIAL INSPECTION SHALL BE PERFORMED ACCORDING TO 2022 CBC. 5. REINFORCED PORT STEEL SHALL CONFORM w/AST A572 THE SPECIAL INSPECTOR SHALL BE APPROVED BY THE LOCAL JURISDICTION TO PERFORM THE GR. 65, U.N.O.
6. ALL OTHER STEEL SHAPES & PLATES SHALL CONFORM w/
ANY SUPPORT SERVICE PERFORMED BY THE ENGINEER OF RECORD DURING CONSTRUCTION ASTM A36, U.N.O.
SHALL BE DISTINGUISHED FROM INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS.
THESE SUPPORT SERVICES PERFORMED BY THE ENGINEER OF RECORD ARE ONLY FOR THE May 30. 2023 PURPOSE OF ASSISTING IN THE QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH THE A1212-0786-231 CONTRACT DOCUMENTS. THIS SUPPORT DOES NOT GUARANTEE THE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. REVI MP-2 -
INITIAL LOADING: AT&T
IOTE: BRANCHES ARE SHOWN FOR NOTE: ANTENNAS &
ANTENNA C.L. @ 60'-0" A.G.L.: ILLUSTRATIVE PURPOSES ONLY AND ARE PORTS ARE SHOWN FOR NOT NECESSARILY SHOWN TO SCALE. ILLUSTRATIVE PURPOSES
& ARE NOT NECESSARILY
SHOWN TO SCALE CHL TRES
T-ARM MOUNTS PER SHEET MP-5
ANTENNA C.L. ® 50'-9" A.G.L.:
JOB #: 23-010
DESIGN LOADING:
ANTENNA C.L. G 60'-0" AG.L.: VECTOR
(9) 96°x18.1x9.6ª, 127 Ib PANEL ANTENNAS
TOP OF BRANCHES
68'-0* A.G.L. - TOP CAP PER
(3) SECTOR FRAMES BY OTHERS • TOP OF STEEL
63'-0" A.G.L. DTL 1/MP-4 DATE: 10123 DESIGNED: CDB DRAFTER: COB (EPAFRONT=23.5 fP, EPASOE=23.5 (F, WEIGHT=600 Ibs) REVISIONS ANTENNA C.L. @ 50'-9" A.G.L.:| • MOUNT C.L. APPURTENANCE REV DATE CESCSIPTN (6) 96"х12"x9", 100 Ib PANEL ANTENNAS 62'-0" A.G.L. LOADING PER (3) 7'-6" T-ARM MOUNTS BY OTHERS ANTENNA C.L. DTL 2/-, TYP. 60'-0" A.G.L. PORTS PER DTL
(2) 8'-0" MICROWAVE DISH (3 GIz ASSUMED) • MOUNT C.L. 2/MP-4, TYP. 58'-0" A.G.L.
NOTE: ALL FEEDLINES SHALL BE ROUTED INSIDE THE POLE SHAFT @ ANTENNA C.L.
50'-9" A.G.L.
APPURTENANCES 18-SIDED TAPERED
2 POLE, SECTION 1
PER DTL 3/- ELEVATION VIEWS 1765 HILLFAIR DR.
MONOPOLE SECTION CHART
SECTION LENGTH «BOTTOM* THICKNESS WEIGHT 5
- 43-0* 32.61 3/16° 26 K
23-6" 31.02" 37.37° 1/4" 3.3 K
NOTE SECTION WEICHT INCLUDES PORTS. LOWEST SECTION TYP. (MP-4) 18-SIDED TAPERED WEIGHT INCLUDES BASEPLATE WEIGHT. POLE, SECTION 2
PER DTL 3/-
3: DESHIS USTED NO THIS CHART ARE RAW STEEL WEIGHTS. BOTTOM OF BRANCHES FINAL WEIGHTS MAY BE UP TO 22% GREATER DUE TO • 15'-0° AG.L. -FAUX BARK -PORTS PER DTL GALVANIZING AND OTHER MISCELLANEOUS ITEMS. FULL HEIGHT 2/NP-4, TYP.
4. DIAMETER OF POLE SECTIONS AT LAP SPLICES MAY BE - BASEPLATE PER ADUUSTED BY UP TO 0.06" TO ACCOUNT FOR THE DTL 5/MP-4
THICKNESS OF COATINGS. • PORT CAL
-FOUNDATION PER
SHEET MP-6
• ENMI GRADE.
May 30, 2023
A1212-0786-231
POLE SECTIONS ELEVATIONS MP-3
N.T.S.
ongs vector Suchal Engraing of Anana, LUP, is ding cans propstay terman beging to Vector total Engineering of Anton, lP, and may be nether analy or pay copied or readied wo the pror we permission i Ver a Enging l Anton, llP.
AT&T
3/8° THICK TOP
A WEEP HOLE OR OTHER PLATE, O.D. = W+1" CHL TRES
2 1/4° THK x 850 1/2° BASEPLATE MEANS OF PREVENTING WATER 1/4 Д
BUILD UP SHALL BE PROVIDED
FOR BRANCH RECEIVERS
CUP. E80XX, BRANCH JOB #: 23-010
BACK GOUGE RECEIVER, TYP
044 1/2" B.C.
1/47 •POLE SHAFT
POLE SHAFT ECTOR
827 1/2" I.D.
BRANCH RECEIVER Mess. 4285205
-3/8" • BOLT PLAN VIEW
270- - 90° SHALL NOT BE USED
FOR CLIMBING DATE: 13123 CESIGNED: CD CRAFTER: COB
BRANCH RECEIVER TOP BRANCH REVISIONS
NORTH RECEIVER- REV| DATE DESCRIPTION
02" ZING DRAIN, TYP. WELD ALL AROUND 3/17/23 DESIENUPDATE (4) EQ. SP.
POLE SHAFT BRANCH RECEIVERS ARE BY CELL TREES AND їx1 3/4 SHOWN FOR REFERENCE ONLY. COMPONENTS SLOTS AS
(8) $2 5/8° BOLT HOLES ARE NOT REVIEWED BY VECTOR. DRAIN HOLES •POLE SHAFT
180° ELEVATION VIEW
BASEPLATE BRANCH RECEIVER TOP CAP
N.T.S.
PORT SCHEDULE
PORT SIZE * 1/2" TYP. SCHEDULE DETAILS CLL05599
FIEV (B × H) AZIMUTHS) *D PER
60'-0" 8x18 21/2: 1/2 0/90/180/270 1+1/1645;
48'-9" 8x18 2 1/2 1/2" 0/90/180/270
38'-9" 6°х12"
POLE SHAFT PORT QUA SCH & JAMUS
3'-0" 10°х30° 3/4" N ơ/180*
SECTION VIEW
NOTE: SEE DIL 3/MP-3 FOR
POLE SHAFT THICKNESS, +
SCHEDULE
-C.L. OF
PORT PER
SCHEDULE
SCHEDULE
-T PER SCHEDULE
PER
May 30, 2023
ELEVATION VIEW A1212-0786-231
PORT SCHEDULE REVI
MP-4
N.T.S. N.T.S.
Copyright © 2023 Vector Structural Engineering of Arizona, LLP, This aroing cantains proprietay informian berging fo Vector Struckal Engineering of Arizona, LLP, and may be neither whaly ar partialy copied or reproduced without the posar writer perrission of Vector Structural Engineering of Arzora, LLP.
DOUBLER PLATE- AT&T
5° SCH. 80 PIPE AND SLEEVE
PER DTL 3/- TIP BRANCH. TYP.
ABOVE AND BELOW
350*
EACH ANTENNA
1/2°% A36 ANTENNA COVER AZIMUTH CHL TIRES
'U-BOLTS- EACH ANTENNA-
0 0
JOB #: 23-010
1'- •VERTICAL BRACE CONNECTION
MUST ALIGN WITH CENTER OF
•9/16" ø SLOTS STANDOFF ARM
7'-0" ECTOR
3/4" PLATE PLATE #1. 270°
PLAN VIEW 7'-0"
1-22-
1/2"0 A36 10-01
U-BOLTS- DATE: 103123 DESIGNED: CDE DRAFTER: CDB
BRACKEN DO UPE SEE 11)
PLATE #1 REVISIONS
REMOVE LAST BOLT REV DATE DESCHIPTION
NOTE: THE MOUNTS HAVE BEEN 3/1723 DESEENUPOATE
DESIGNED FOR THE INITIAL
LOADING ONLY (SEE DTL 2/MP-3)
5/8" • HOLES
3/8" PLATE
5/16/ $ 190
AZIMUTH TE
2-1/2x2-1/2x3/8 STEEL
ANGLE w/ 5/8°0 A325 BOLT IN
11/16"ø HOLES @ EA. END.
PROVDE MIN. 1" EDGE DISTANCE PLAN VIEW
- 7/16" ø HOLES PORTS.
1/2°0 A36 WHERE
U-BOLTS- OCCURS.
PLATE $2 1/4
ANTENNA MOUNT DETAILS CLL05599 1765 HILLFAIR DR.
-BOOM BRANCH RECENER,
-3 PLATE #1- TYP. OF (2) PER CROSS
BRACKET PER
DTL 7/-, TYP. POLE CLAMP. -2" SCH. 40 PIPE
SHAFT ANTENNA MOUNT PIPE,
5/16 TYP., U.N.O
NOT USED ELEVATION VIEW
N.T.S. ANTENNA C.L.
8'-0" 60'-0" A.G.L.
3/8" THICK PLATE! A 2 1/2"® ZING DRAIN SHALL sniave
- POLE SHAFT BE PROVIDED AT THE CENTER
OF THE DOUBLER PLATE- 1/2° • A36
11/16"ø HOLE DOUBLER PLATE 6" SCH 80
PIPE SLEEVE 14°x14°x5/8* 4-6"
DOUBLER PLATE TYP. LPLATE #2
ASTM A572 GR. 65 g'-0"
STANDOFF ARM
PER DIL 21-
1/2V STANDOFF ARM
11/16° • HOLES FOR
PER DTL 2/-
01/2V 2) 5/8" D THRU BOLTS May 30, 2023
PLAN VIEW A1212-0786-231
BRACKET SIDE ELEVATION VIEW CLAMP INITIAL LOADING ANTENNA MOUNT REVI MP-5
opylight © 2023 Vector Stucturil Engineering of Mizone, LLP. This crawing contains proprietary information belonging to Vector Suctara Engineering of Arizona, LIP, and may Be nither ficky nat party copied or reproduced withod the pror seen of Vector Shutter Engineering of Arzone, UP.
AT&T
TIP BRANCH, TYP.
350*
3° SCH. 4" SCH. 3/4" $ AZIMUTH ABOVE AND BELOW
40 PIPE 80 PIPE BOLTS, TYP. EACH ANTENNA
ANTENNA COVER GELTES
U. CLAMP PLATE EACH ANTENNA
10° 0 0]
- 127 JOB #: 23-010
00. 1/2% 436 GUSSET PLATE.
5/8" ø SLOTS TYP OF 2) NOTE: THE MOUNTS HAVE
U-BOLTS BEEN DESIGNED FOR THE ECTOR
5/8" PLATE NITIAL LOADING ONLY
PLATE $ 1 (SEE DTL 2/MP-3)
57160
1'-17- 7-0° 7-0° DATE: 103123 DESIGNED: CDe DRAFTER: CoB VERTICAL BRACE SUPPORT 270 REVISIONS
PLATE I MUST ALIGN WITH CENTER -6" AZIMUTH REVI DATE DESCHIPTION OF STANDOFF ARM- PLAN VIEW S/17/23 DESIGN UPDATE
Điện
5/8° • HOLES SHAT HERE CCURS> 14)
3/8" PLATE
L2-1/2x2-1/2x3/8 STEEL
ANGLE w/ 5/8°% A325 BOLT IN
11/16"₺ HOLES @ EA. END.
PROVIDE MIN. 1" EDGE DISTANCE
9/16" ₺ HOLES
==
PLATE #2
AZIMUTH
ANTENNA MOUNT DETAILS CLL05599 1765 HILLFAIR DR.
PLAN VIEW
3/8" PLATE- \BRACKET PER
OTL. 7/MP-5 POLE
STANDOFF PIPE
NOT SHOW -BOOM BRANCH RECEIVER, TYP.
FOR CLARITY 1/2°0 A36 05/16V OF (1) PER CROSS ARM
U-BOLTS - PLATE #1-
-SURFACE OF 2° SCH. 40 PIPE ANTENNA
CLAMP MOUNT ELEVATION VIEW MOUNT PIPE, TYP., U.N.O
GUSSET
N
N-S. EQ.
BEND 5/16/ ANTENNA C.L.
<TYP. 8'-0" MAX. 50'-9 A.G.L.
EQ. CLAMP- -1/2" • A36
U-BOLTS, TYP.
-PLATE #2
‡4'-4"
-5/8" PLATE May 30, 2023
ELEVATION VIEW A1212-0786-231
ELEVATION VIEW
PLAN VIEW CLAMP INITIAL LOADING ANTENMA MOUNT MP-5.1
opylight © 2023 Vector Stucturil Engineering of Mizone, LLP. This rawing contains proprietary information belonging to Vector Structor Engineering of Arizona, LIP, and may Be nither ficky nat party copied or reproduced withod the pror ten dermission of Vector Stelal Enameerina of Anzone, UP FOUNDATION NOTES: 8) $2 1/4" x 7-0" AT&T
LONG ANCHOR BOLTS SEE DTL 2/- FOR
CONC.
1. FOUNDATION DESIGN IS BASED ON THE FOLLOWING GEOTECHNICAL REPORT: 11" TO 12" A.B. PROJ. (INSTALL w/ LONG INFO NOT SHOWN COVER
3" THREAD UP)
GEOBODEN INC. CELL TREES
REPORT: CLL05599-1-01|
DATE: DECEMBER 26, 2022 -FINAL GRADE
2. ALL CONCRETE SHALL USE TYPE II PORTLAND CEMENT AND HAVE A MINIMUM JOB #: 23-010 COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. CONCRETE SHALL HAVE A MINIMUM OF 6% ENTRAINED AIR (WHERE FROST DEPTH > 0". CONCRETE SHALL HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.50. CONCRETE SHALL HAVE A SLUMP OF 5" (‡1) IF PLACED IN A DRY SHAFT WITHOUT TEMPORARY CASING 3'-0" MIN. VECTOR OR 7" (#1") IF A TEMPORARY CASING AND/OR DRILLING FLUIDS ARE USED JNLESS OTHERWISE SPECIFIED IN THE GEOTECHNICAL REPORT. ALL CONCRETE (2) TIES IN TOP 5". Nes. 2058190, 28112 vesse.om WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE." ACI 318-19. FOUNDATION INSTALLATION SHALL BE IN DATE: 10123 DESIGNED: CDB DRAFTER: COB ACCORDANCE WITH ACI 336, "STANDARD SPECIFICATIONS FOR THE CONSTRUCTION REVISIONS OF DRILLED PIERS," LATEST EDITION. SPECIAL INSPECTION SHALL BE PERFORMED ANCHOR BOLT Ld REV DATE DESCRIPTION AS REQUIRED PER CHAPTER 17 OF THE BUILDING CODE. EMBEDMENT IS EQUAL TO THE A.B. LENGTH -MAX OF (6) RUNS OF 4" CONDUIT CENTERED REINFORCING STEEL SHALL CONFORM WITH THE REQUIREMENTS OF ASTM A-615, MINUS THE A.B. BETWEEN TIES. SPREAD TIES AS NEEDED, PROVIDE GRADE 60. ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF PROJECTION ADDITIONAL TIES ABOVE AND BELOW CONDUIT.
STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES," ACI 315, LATEST EDITION, UNLESS DETAILED OTHERWISE ON THIS DRAWING 3/8" THICK ANCHOR BOLT 19'-6" (TIES ® 4" O.C.) 4" MIN.
INSTALLATION OF THE FOUNDATION MUST BE OBSERVED BY A REPRESENTATIVE OF CONC. COVER- TEMPLATE, O.D. = B.C. + 5", THE GEOTECHNICAL ENGINEER FIRM. GEOTECHNICAL ENGINEER TO PROVIDE A I.D. = B.C. - 5", v/ HEAVY
NOTICE OF INSPECTION FOR THE BUILDING INSPECTOR FOR REVIEW AND RECORD HEX NUTS (WASHERS NOT PURPOSES. REQUIRED).
THE CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT REGARDING DRILLED PIER-
INSTALLATION METHOD, REQUIRED EQUIPMENT, WARNINGS, AND ALL OTHER LUNDISTURBED
RECOMMENDATIONS OR REQUIREMENTS RELATED TO THE FOUNDATION MONOPOLE MAY BE ERECTED 3-DAYS AFTER FOUNDATION IS INSTALLED AND 22-6" (MINIMUM) (32) #8 VERTICAL REINF. 1765 HILLFAIR DR. (FULL HEIGHT) EVENLY FOUNDATION CLL05599
ONCE CONCRETE STRENGTH IS AT LEAST 4000 PSI. #5 SPIRAL OR HORIZ. TIES.
SPACED WITHIN TIES. TYP.
TERMINATE EA. END w/ 4°
V98 9, T. OVERLA THE ENOS
•UNDISTURBED BY 6 MIN. (STAGGER OVERLAPS
SOIL T SO ADJACENT TIES DO NOT
- ANCHOR BOLT ENGAGE THE SAME VERTS)
- HEAVY HEX NUT
POLE SHAFT- (LOCK NUT)
- HEAVY HEX NUT
-FLAT WASHER RA AIRIE
•BASE PLATE
TOP OF FOOTING
/GROUND LEVEL TIES © 12" O.C.
•FLAT WASHER
HEAVY HEX 3" TO 6" CUR
May 30, 2023
LEVELING NUT
A1212-0786-231
DEALED PER FOUNDATIOM MP-6
N.T.S.
pyngs@2023 Vector Suchat Engineering of Anton, LP, This ping contin propoliselymen beging to Vector Structural Engineer. V7O00, ULF AT&T
NORTH BRANCH LAYOUT
Elev 7 8 9 10 11 12 13 14 15 16 17 18
53.00 CELL TREES
33.00 32.50
51.50 50.50 JOB #: 23-010
30.00 BB вв' BB
59.00 = =
16 58.00 =
56.00 = = ECTOR
FLAT 8 = =
NUMBERING 54.00 = 11 11
ag. AZ 85005
52.00 =
51.50 11 = = DATE: 131/23 DESIGNED: CDB DRAFTER: COB
50.75 BB BB REVISIONS
49.75 = REV DATE DESCRIPTEN
=
48.75 11 =
47.75 =
16.75 =
T = BRANCH TIPS 45.75 11
= BOOM BRANCH 44.75
VACANT RECEIVER 43.75
2'-0" BRANCH 11 11
3'-0" BRANCH
4'. BRANCH
BRANCH 8
BRANCH =
BRANCH
0. 0. BRANCH
BRANCH 8
-0° BRANCH
BRANCH COUNT = 8 BRANCH LAYOUT
CLL05599 68'-0" MONOPINE 1765 HILLFAIR DR. GLENDALE, CA 91208 LOS ANGELES COUNTY AVERAGE = 320| BRANCHES
PER FOOT
31.00 30.00 12
29.00 28.00 15
27.00 26.00 15
25.00 24.00
23.00 22.00
21.00 20.00
19.00 18.00
17.00 16.00
15.00 15 13
May 30, 2023
A1212-0786-231
MP-7