Exhibit E-PLZU-25-0003 AT&T Cell Tower Conditional Use Permit-Proposed Site Plan-PZ20260127

PROJECT TEAM
VICINITY MAP
DRIVING DIRECTIONS
CODE COMPLIANCE
CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE
AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER IN WRITING OF ANY DISCREPANCIES
BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME.
THE 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 ANY SIGNIFICANT
DISTURBANCE OR EFFECT ON DRAINAGE; NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH
DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED.
PDF DRAWING ISSUED AS 22X34 SHALL BE PRINTED 50% SCALE CENTERED ON PAGE FOR 11X17 PRINTS.
PDF DRAWINGS ISSUED 11X17 SHALL BE PRINTED 100% CENTERED.
DO NOT SCALE DRAWINGS
GENERAL NOTES
RFDS DATA
DESIGN PACKAGE BASED ON RF DATA SHEET
SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES
AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF
THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL
GOVERN THE DESIGN.
1.
BUILDING CODE: INTERNATIONAL BUILDING CODE 2018
2.
ELECTRICAL CODE: NATIONAL ELECTRICAL CODE 2017
3.
LIGHTNING PROTECTION CODE: NFPA 780-2017, LIGHTNING PROTECTION CODE
4.
EIA/TIA 222G
FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL,
METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL
GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC
REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN.
CALL 811 or (800) 782-5348
WWW.ARIZONA811.COM
CONTRACTOR TO CALL TO VERIFY
UTILITIES AT LEAST TWO WORKING DAYS
PRIOR TO DIGGING
ZONA
AR
BLUE STAKE, INC.
R
LATITUDE:
33° 22' 06.147" N
33.3683741° N
LONGITUDE:
-112° 36' 47.439" W
-112.6131775° W
LAT / LONG TYPE:
NAD 83
GROUND ELEVATION:
869.6' AMSL (NAVD88)
APN#:
401-87-013
AREA OF CONSTRUCTION:
50' X 50' COMPOUND LEASE AREA (2500 S.F.)
                                                              
ZONING/JURISDICTION: 
CITY OF BUCKEYE
CURRENT ZONING:
PC
EXISTING USE:
UNMANNED TELECOMMUNICATIONS FACILITY
COUNTY:
MARICOPA
HANDICAP REQUIREMENTS: 
FACILITY IS UNMANNED AND NOT FOR HUMAN
HABITATION.  HANDICAPPED ACCESS NOT REQUIRED.
JURISDICTIONAL APPROVAL
T-1
TITLE SHEET
Z-1
ELEVATIONS
Z-2
SITE PLAN
LS-1
SURVEY
LS-2
SURVEY
SHEET
DESCRIPTION
REV
NOT TO SCALE
TURN LEFT ONTO W UNIVERSITY DR, TURN RIGHT ONTO N DOBSON RD, TURN LEFT TO MERGE ONTO AZ-202/AZ-202 LOOP W, MERGE ONTO AZ-202/AZ-202 LOOP W, TAKE THE EXIT ON THE LEFT ONTO I-10 W TOWARD
LOS ANGELES, TAKE EXIT 112 FOR AZ-85 TOWARD I-8/YUMA/SAN DIEGO, CONTINUE ONTO AZ-85 S/PHOENIX BYPASS RTE,  TURN LEFT ONTO W MC 85, DESTINATION WILL BE ON THE RIGHT.
FROM AT&T OFFICE: 1355 WEST UNIVERSITY DRIVE, MESA, AZ 85201-5419:
SITE INFORMATION
AZL01655
MC85
26103 W HIGHWAY 85
BUCKEYE, AZ 85326
MARICOPA COUNTY
FA: 15456968
USID: 327660
AT&T
TITLE SHEET
DRAWN BY:
CHECKED BY:
SHEET TITLE:
REV.:
JR
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS
PROPRIETARY & CONFIDENTIAL TO AT&T WIRELESS
ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO AT&T
WIRELESS IS STRICTLY PROHIBITED
SEG
PRELIMINARY  FOR
REVIEW ONLY
1355 WEST UNIVERSITY DRIVE
MESA, AZ 85201-5419
AT&T
4551 EAST CARRIAGE WAY
GILBERT, AZ 85297
OWNERSHIP OF DOCUMENTS: THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS IN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF AT&T. AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR
OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF AT&T. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS UNLESS THEY HAVE THE APPROVAL OF THE LICENSED PROFESSIONAL IN WRITING.
10 CHURCH CIRCLE
ANNAPOLIS, MD 21401
T-1
DRAWN BY:
CHECKED BY:
DATE
REVISION DESCRIPTION
REV.
THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS
IN ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS AND
SPEC'S, UNLESS SPECIFICALLY STATED OTHERWISE, THE
MANUFACTURES EQUIPMENT INSTALLATION SPEC'S SHALL ALWAYS
BE VERIFIED BY THE CONTRACTOR BEFORE INSTALLATION
FA: 15456968                                       USID: 327660
04-24-25
0
ISSUE FOR ZONING
PROJECT INFORMATION:
AZL01655
MC85
26103 W HIGHWAY 85
BUCKEYE, AZ 85326
MARICOPA COUNTY
3
07-01-25
1
PLAN CHECK CORRECTIONS
09-08-25
2
PLAN CHECK CORRECTIONS
09-25-25
3
PLAN CHECK CORRECTIONS
T-2
GENERAL NOTES, ABBREVIATIONS & LEGEND
CLIENT REPRESENTATIVE
AT&T PROJECT MANAGER
ENGINEERING SERVICES
PROPERTY OWNER
COMPANY:
HARDESTY FAMILY REVOCABLE TRUST
ADDRESS:
26103 WEST HIGHWAY 85
CITY, STATE, ZIP:
BUCKEYE, AZ 85326
COMPANY:
AT&T
ADDRESS:
1452 EDINGER AVE, FLR 3
CITY, STATE, ZIP:
TUSTIN CA 9278
CONTACT:
IVAN OCEGUEDA
EMAIL: 
IO109K@ATT.COM
COMPANY:
SMARTLINK, GROUP
ADDRESS:
1997 ANNAPOLIS EXCHANGE PARKWAY SUITE 200
CITY, STATE, ZIP:
          ANNAPOLIS, MD 21401
CONTACT:
MISTY HUNTER
PHONE:
(928) 255-7691
E-MAIL:
MISTY.HUNTER@SMARTLINKGROUP.COM
COMPANY:
SZS ENGINEERING
ADDRESS:
4551 EAST CARRIAGE WAY
CITY, STATE, ZIP:
GILBERT, AZ 85297
CONTACT:
SAM GONZALEZ, P.E.
PHONE: 
(480) 528-0914
COMPANY:
AT&T
ADDRESS:
1355 WEST UNIVERSITY DRIVE
CITY, STATE, ZIP:
MESA, AZ 85201-5419
TOWER OWNER
RFDS NAME: AZL01655
RFDS DATE: 19-MAR-2024
WOID: RFDS-25111
ASSIGNED TO:
LAST MODIFIED DATE: 13-MAY-2024
LAST MODIFIED BY: SA2388
NUMBER OF SECTORS: 
3
NUMBER OF ANTENNAS: 
9
NUMBER OF RRH'S: 
9
NUMBER OF FIBER/DC SQUIDS: 
3
NUMBER OF OPTICAL TRUNK CABLES: 
3
NUMBER OF DC TRUNK CABLES: 
9
PACE # : MRANM064522
IWM JOB #: WSANM0041462
PACE # : MRANM064763
IWM JOB #: WSANM0041387
PACE # : MRANM064788
IWM JOB #: WSANM0041434
PACE # : MRANM064568
IWM JOB #: WSANM0041471
PACE # : MRANM064732
IWM JOB #: WSANM0041486
PACE # : MRANM064558
IWM JOB #: WSANM0041487
PACE # : MRANM064606
IWM JOB #: WSANM0041547
PACE # : MRANM064707
IWM JOB #: WSANM0041582
PACE # : MRANM064633
IWM JOB #: WSANM0041602
COMPOUND LAYOUT AND ANTENNA LAYOUT
Z-3
3
3
3
3
3
PROJECT DESCRIPTION
THIS PROJECT WILL BE COMPRISED OF THE FOLLOWING:
A NEW AT&T ANTENNA ARRAY ON A NEW MONOELM:
· INSTALL (1) NEW 8' DOUBLE MONOPOLE TRIPLE T-ARM AND MONOPOLE ATTACHMENT
RMVD8-2120-18 [ANT.55979]
· INSTALL (1) NEW ANTENNA IN POSITION #1, (3) SECTORS, (3) TOTAL
· INSTALL (1) NEW ANTENNA WITH INTEGRATED RRU IN POSITION #2, (3) SECTORS (3) TOTAL
· INSTALL (1) NEW ANTENNA IN POSITION #3, (3) SECTORS, (3) TOTAL
· INSTALL (1) NEW RRU (ERICSSON 4490 B5/B12A) IN POSITION #1, (3) SECTORS, (3) TOTAL
· INSTALL (1) NEW RRU (ERICSSON 4494 B14/B29) IN POSITION #3, (3) SECTORS, (3) TOTAL
· INSTALL (1) NEW RRU (ERICSSON 4890 B25/B66) IN POSITION #3, (3) SECTORS, (3) TOTAL
· INSTALL (1) NEW DC9 SURGE PROTECTOR PER SECTOR, (3) SECTORS, (3) TOTAL
· INSTALL (2) NEW 24 PAIR OPTICAL FIBER TRUNKS
· INSTALL (6) NEW AWG DC POWER TRUNKS
· INSTALL (1) NEW RET CABLE FOR 700 RRU (AISG 2.0+ PROTOCOL)
· INSTALL (6) NEW 2" INNERDUCT
NEW EQUIPMENT ENCLOSURE AREA:
· INSTALL (1) NEW UL LISTED 3-BAY WALK-UP-CABINET (WUC) - [CEQ.54298]
VERTIV,F2020030,,,,VERTIV WUC 3-BAY CABINET 6KW HEX - ON NEW GALV. GRAVITY MOUNT
PLATFORM
· INSTALL (1) NEW EMERGENCY BACKUP GENERATOR GENERAC 20KW; COMPACT NON-CALIFORNIA;
DIESEL; OUTDOOR; 120/240VAC; 1PH; 2.2L ENG; 103 GAL TANK; L2 ALUMINUM ENCLOSURE
MOUNTED ON NEW GALV. GRAVITY MOUNT PLATFORM [NEQ.53187]
· INSTALL (1) NEW GPS ANTENNA ON W.U.C. MOUNTING BRACKET
· INSTALL (1) NEW AT&T RAYCAP INC.,DC50-48-60-96-50F,,,,HIGH CAPACITY 50 DC POSITIONS FOR
RRU/RRH, 96 LC-LC CONNECTIONS IN ALUMINUM ENCLOSURE [CEQ.54898] MOUNTED TO THE NEW
GRAVITY MOUNT PLATFORM
· INSTALL NEW 600A MULTI-METER SES AND NEW 200A ELECTRICAL SERVICE
· INSTALL NEW PVC & RMC UTILITY CONDUITS W/PULL STRING & TRACER WIRE FOR FIBER
· INSTALL (1) NEW U/G EQUIPMENT GROUND RING AND ASSOCIATED GROUND RODS & WIRING
AC/DC SCOPE:
DC POWER PLANT REVIEW:
· WUC WITH PREINSTALLED NETSURE™ 512 DC POWER SYSTEM OUTFITTED WITH (10) HE 2KW -48VDC
RECTIFIERS AND (9) HE 2KW -58VDC CONVERTERS TO MEET N+1 REQUIREMENT
DC POWER PLAN REVIEW:
INSTALL DC CIRCUIT BREAKERS. (SEE ALSO DC BREAKER SCHEDULE)
· (3) 50A ERICSSON 4490 B5/B12A
· (3) 50A ERICSSON AIR6472 B77G / B77M
· (3) 50A ERICSSON 4494 B14/B29
· (3) 50A ERICSSON 4890 B25/B66
· (1) 25A ERICSSON 6601 V2 CHASSIS
· (2) 15A ERICSSON 6651 BBU CARD
· (1) 3A ERICSSON 6610 SITE CONTROLLER
· (2) 15A 7705 SIAD
· (1) 10A CIENA
· (4) 50A HEATERS
· (1) 40A HVAC CONTROLLER
· (2) 100A FUSE PANEL
BATTERY CHECK:
· THE SITE WILL HAVE (2) STRINGS (8 CELLS) OF NEW ENERSYS 190 AMP-HOUR BATTERIES IN THE
BOTTOM SECTION OF THE NEW DC POWER SYSTEM CONFIGURED AS (4) CELLS PER STRING @ -48VDC
NOMINAL. TWO STRINGS WILL ACHIEVE 2.1 HOURS OF BATTERY RESERVE CAPACITY
A/C PANEL REVIEW:
· SEE PANEL SCHEDULES
HVAC UNITS:
· NEW "W.U.C." PROVIDED WITH PRE-MOUNTED DC-POWERED HEX ("HEAT EXCHANGER") PER BAY
GENERAL NOTES AND LEGENDS
L-1
3
LANDSCAPE PLANTING PLAN
L-2
3
LANDSCAPE IRRIGATION PLAN
L-3
3
LANDSCAPE DETAILS
L-4
3
IRRIGATION DETAILS
L-5
3
ELEVATIONS
Z-4
3
4R PLZU-25-0003 RECEIVED SEPT 25 2025 WD

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.
HIGH PRESSURE SODIUM
INTERIOR
INCH(ES)
HANGER
HEADER
MAXIMUM
MACHINE BOLT
MASONRY
LONG(ITUDINAL)
LINEAR FEET (FOOT)
POUND(S)
LAG BOLTS
ISOLATED COPPER GROUND BUS
METAL
NEW
OPENING
NUMBER
PRECAST CONCRETE
PERSONAL COMMUNICATION SERVICES
PLYWOOD
MECHANICAL
ON CENTER
NOT TO SCALE
RADIUS
REQUIRED
RIGID GALVANIZED STEEL
SCHEDULE
PRESSURE TREATED
REINFORCEMENT(ING)
REFERENCE
POWER (CABINET)
POUNDS PER SQUARE INCH
POUNDS PER SQUARE FOOT
PRIMARY RADIO CABINET
QUANTITY
STEEL
SIMILAR
SQUARE
TOP OF FOUNDATION
STAINLESS STEEL
TOE NAIL
STANDARD
STRUCTURAL
TEMPORARY
THICK(NESS)
SPECIFICATION(S)
SHEET
POWER PROTECTION CABINET
TYPICAL
WOOD
WEIGHT
WITH
WEATHERPROOF
UNDERWRITERS LABORATORY INC.
UNLESS NOTED OTHERWISE
UNDER GROUND
WIDE(WIDTH)
VERIFY IN FIELD
TOP OF PLATE (PARAPET)
TOP OF STEEL
TOP OF WALL
PLATE, PROPERTY LINE
CENTERLINE
L.
WD
L
PL
C
INT.
MAX.
MECH.
MTL.
M.B.
LB.(#)
MAS.
L.F.
L.B.
HPS
HGR.
HDR.
IN.(")
ICGB.
S.S.
W/
WT.
WD.
W.P.
U.N.O.
U.L.
U.G.
TYP.
V.I.F.
T.N.
T.O.W.
T.O.S.
T.O.P.
T.O.F.
TEMP.
STRUC.
THK.
STL.
STD.
P.T.
SPEC.
RGS.
SQ.
SIM.
SHT.
SCH.
REQ'D.
RAD.(R)
REINF.
REF.
QTY.
PWR.
PCS
P.S.I.
PLY.
P.S.F.
PPC
PRC
OPNG.
NO.(#)
P/C
O.C.
N.T.S.
(N)
GRND.
GROUND
ABOVE
ALUMINUM
ALTERNATE
ANTENNA
ADDITIONAL
ANTENNA CABLE COVER ASSEMBLY
ABOVE FINISHED GRADE
ABOVE FINISHED FLOOR
ANCHOR BOLT
ALUM.
ALT.
ANT.
A.F.G.
ABV.
A.F.F.
ADD'L
ACCA
A.B.
FINISH(ED)
FOUNDATION
FACE OF CONCRETE
GROUND
FOOT (FEET)
GALVANIZE(D)
GLUE LAMINATED BEAM
FINISH SURFACE
FACE OF STUD
FACE OF WALL
FACE OF MASONRY
GLOBAL POSITIONING SYSTEM
GROUND FAULT CIRCUIT INTERRUPTER
FOOTING
GLB. (GLU-LAM)
GPS
FLR.
F.O.C.
FDN.
F.O.S.
F.O.M.
F.O.W.
FT.(')
FTG.
G.F.C. I.
F.S.
G
GI.
GA.
GAUGE
FLOOR
CONN.
CONNECTION(OR)
CONSTRUCTION
CONTINUOUS
PENNY (NAILS)
DRAWING(S)
DOUGLAS FIR
DEPARTMENT
ELECTRICAL METALLIC TUBING
ELEVATION
DOWEL(S)
DIMENSION
DIAGONAL
DIAMETER
DOUBLE
EXPANSION
EXTERIOR
ENGINEER
EXISTING
EDGE NAIL
FINISH GRADE
FINISH FLOOR
FABRICATION(OR)
EL.
EMT.
EXT.
EXP. 
ENG.
EXST. (E)
E.N.
FAB.
F.G.
FIN.
F.F.
EQ.
EQUAL
CONST.
CONT.
DIM.
DIAG.
DEPT.
DBL.
DWG.
DWL.
DIA.
EA.
D.F.
d
EACH
CANTILEVER(ED)
CAST IN PLACE
CABINET
AMPERE TRIP
APPROXIMATE(LY)
ARCHITECT(URAL)
BOTTOM OF FOOTING
BOUNDARY NAILING
BARE TINNED COPPER WIRE
BACK-UP CABINET
BLOCKING
BUILDING
CONCRETE
COLUMN
CEILING
B/U
CANT.
C.I.P.
CAB.
BTCW.
BLKG.
B.O.F.
B.N.
CLR.
CONC.
COL.
CLG.
BM.
CLEAR
BEAM
APPROX.
AT.
ARCH.
BLK.
BLDG.
BLOCK
AMPERE
A
AMPERE INTERRUPTING CAPACITY
AIC
AMERICAN WIRE GAUGE
AWG.
BATTERY
BATT.
BOARD
BD.
BRANCH
BR.
BREAKER
BRKR.
BASE TRANSMISSION SYSTEM
BTS.
CONDUIT
C
CIRCUIT BREAKER
CB.
CIRCUIT
CKT.
DEMAND
DEM.
EGR.
EMERGENCY GENERATOR RECEPTACLE
ENCLOSURE
ENCL.
FACTOR
FAC.
FIRE ALARM
F/A
FLUOR
FLUORESCENT
FUSE
FU
GEN.
GENERATOR
GROWTH (CABINET)
GR
GROUND
GND
HDBC
HARD DRAWN COPPER WIRE
HEIGHT
HT.
LENGTH
LG.
LOW PRESSURE SODIUM
LPS
MOUNTED
MTD.
MOUNTING
MTG.
MANUAL TRANSFER SWITCH
MTS.
NEUTRAL
N
NATIONAL ELECTRICAL MANUFACTURERS ASSOC.
NEMA
OVERHEAD
OH
POLE
P
PHASE
PH
PANELBOARD
PNLBD
PRIMARY
PRI
RECEPTACLE
RCPT.
SAFETY
SAF
SOFT DRAWN BARE COPPER
SDBC
SECONDARY
SEC
SOLID NEUTRAL
S.N.
SURFACE
SURF
SWITCH
SW
TELEPHONE
TEL.
VOLT
V
VOLT ALTERNATING CURRENT
VAC
WATT OR WIRE
W
WITHOUT
W/O
TRANSFER
CROSS-LINK POLYETHYLENE
TRANSFORMER
XLPE
XFER
XFMR
RADIO BASE STATION
CONCRETE MASONRY UNIT (JAMB BLOCKS)
GLOBAL SYSTEM MOBILE (2G+ MOBILE TECH.)
DIRECT CURRENT
ALTERNATE CURRENT/AIR CONDITIONER
TOWER MOUNTED AMPLIFIER
GSM
TMAS
RBS
CMU
DC
AC
LONG TERM EVOLUTION (4G MOBILE TECH.)
LTE
REMOTE RADIO UNIT
RRU
(RADIO TRANSCEIVER)
(DC SUPPLY VOLTAGE)
TOP OF CURB
T.O.C.
TOP OF ANTENNA
T.O.A.
MINIMUM
MIN.
MANUFACTURER
MFR.
ELEVATOR
ELEV.
ELECTRICAL
ELEC.
MISCELLANEOUS
MISC.
MAIN LUGS ONLY
MLO
UNIVERSAL MOBIL TECH. SYS. (3G MOBILE TECH.)
UMTS
OPTICAL BASEBAND INTERFACE
OBIF
CODE-DIVISION MULTIPLE ACCESS (2G & 3G)
CDMA
CONSOLIDATION DISTRIBUTION UNIT KIT
CDUK
RECEIVER AIR INTERFACE TRAY
RX-AIT
ABBREVIATIONS
GENERAL NOTES
LEGEND
3
2
1
SAND
WOOD BLOCKING
STEEL
(E) MASONRY
GRAVEL
PLYWOOD
CONCRETE
EARTH
GROUT OR PLASTER
(E) BRICK
WOOD CONT.
PROPERTY/LEASE LINE
MATCH LINE
WORK POINT
CENTERLINE
EXISTING ANTENNA
GROUND ROD
NEW ANTENNA
GROUND BUS BAR
CADWELD
TELEPHONE BOX
ELECTRIC BOX
T
E
SPOT ELEVATION
FND. MONUMENT
REVISION
SET POINT
1
DETAIL REFERENCE
GRID REFERENCE
X
X
X-X
X
X-X
LIGHT POLE
ELEVATION REFERENCE
GROUND ACCESS WELL
MECHANICAL GRND. CONN.
X
X-X
SECTION REFERENCE
DRAWN BY:
CHECKED BY:
SHEET TITLE:
REV.:
JR
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS
PROPRIETARY & CONFIDENTIAL TO AT&T WIRELESS
ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO AT&T
WIRELESS IS STRICTLY PROHIBITED
SEG
PRELIMINARY  FOR
REVIEW ONLY
1355 WEST UNIVERSITY DRIVE
MESA, AZ 85201-5419
AT&T
4551 EAST CARRIAGE WAY
GILBERT, AZ 85297
OWNERSHIP OF DOCUMENTS: THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS IN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF AT&T. AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR
OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF AT&T. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS UNLESS THEY HAVE THE APPROVAL OF THE LICENSED PROFESSIONAL IN WRITING.
10 CHURCH CIRCLE
ANNAPOLIS, MD 21401
T-2
DRAWN BY:
CHECKED BY:
DATE
REVISION DESCRIPTION
REV.
THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS
IN ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS AND
SPEC'S, UNLESS SPECIFICALLY STATED OTHERWISE, THE
MANUFACTURES EQUIPMENT INSTALLATION SPEC'S SHALL ALWAYS
BE VERIFIED BY THE CONTRACTOR BEFORE INSTALLATION
FA: 15456968                                       USID: 327660
04-24-25
0
ISSUE FOR ZONING
PROJECT INFORMATION:
AZL01655
MC85
26103 W HIGHWAY 85
BUCKEYE, AZ 85326
MARICOPA COUNTY
3
07-01-25
1
PLAN CHECK CORRECTIONS
09-08-25
2
PLAN CHECK CORRECTIONS
09-25-25
3
PLAN CHECK CORRECTIONS
GENERAL NOTES,
ABBREVIATIONS & LEGEND

S
S
H
Y
D
ICV
E
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
W
870
870
871
871
871
871
871
871
871
871
871
872
872
872
872
872
872
872
W
E
870
870
 RESTRICTED
WORK AREA
870
870
870
870
870
870
870
870
869
869
869
869
869
869
869
869
869
869
869
869
869
868
868
868
868
868
868
869
869
869
869
869
869
1
80'
40'
0"
80'
22"x34" SCALE: 1" = 80'-0"
11"x17" SCALE: 1" = 160'-0"
N
SITE PLAN
SITE PLAN
DRAWN BY:
CHECKED BY:
SHEET TITLE:
REV.:
JR
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS
PROPRIETARY & CONFIDENTIAL TO AT&T WIRELESS
ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO AT&T
WIRELESS IS STRICTLY PROHIBITED
SEG
PRELIMINARY  FOR
REVIEW ONLY
1355 WEST UNIVERSITY DRIVE
MESA, AZ 85201-5419
AT&T
4551 EAST CARRIAGE WAY
GILBERT, AZ 85297
OWNERSHIP OF DOCUMENTS: THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS IN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF AT&T. AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR
OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF AT&T. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS UNLESS THEY HAVE THE APPROVAL OF THE LICENSED PROFESSIONAL IN WRITING.
10 CHURCH CIRCLE
ANNAPOLIS, MD 21401
Z-1
DRAWN BY:
CHECKED BY:
DATE
REVISION DESCRIPTION
REV.
THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS
IN ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS AND
SPEC'S, UNLESS SPECIFICALLY STATED OTHERWISE, THE
MANUFACTURES EQUIPMENT INSTALLATION SPEC'S SHALL ALWAYS
BE VERIFIED BY THE CONTRACTOR BEFORE INSTALLATION
FA: 15456968                                       USID: 327660
04-24-25
0
ISSUE FOR ZONING
PROJECT INFORMATION:
AZL01655
MC85
26103 W HIGHWAY 85
BUCKEYE, AZ 85326
MARICOPA COUNTY
3
07-01-25
1
PLAN CHECK CORRECTIONS
09-08-25
2
PLAN CHECK CORRECTIONS
09-25-25
3
PLAN CHECK CORRECTIONS
EXST. DRIVEWAY
ENTRANCE
EXISTING
UTILITY POLE
EXISTING UTILITY POLE, (TYP.)
EXISTING GRAVEL
DRIVEWAY, (TYP.)
APN: 401-87-014
OWNER: HARDESTY DANIEL W / BREA L
ZONING: PC
EXST. BUILDING
EXST. BUILDING
164'-0"
SETBACK FROM
PROPERTY LINE
290'-0" SETBACK FROM PROPERTY LINE
476'-0" SETBACK FROM PROPERTY LINE
APN: 401-87-012
PARCEL 1
BK. 1407 OF MAPS, PG. 22
CITY VENTURES LLC
NOT A PART
ZONING: BP
APN: 401-87-007B
DOC. NO. 2025-0152752
RTP GP PHASE 1 LLC
NOT A PART
ZONING: I-1
30' EASEMENT FOR
INGRESS/EGRESS
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
CANOPY
EXISTING FENCE
APN: 401-87-006D
DOC. NO. 2013-1082972
OOPS PROPERTY LLC
NOT A PART
EXISTING U.G. ELECTRIC CABLES
EXISTING U.G. WATER LINE
EXISTING H-FRAME
EXISTING WELL
EXISTING CULTIVATED
FIELD
EXISTING CONCRETE LINED DITCH
EDGE OF EXISTING
CULTIVATED FIELD
EXISTING DIRT RV
STORAGE LOT
EDGE OF EXISTING CULTIVATED FIELD
EXISTING CULTIVATED
FIELD
NEW 20' AT&T ACCESS/UTILITY
EASEMENT
NEW 20' WD 14" THK. AGGREGATE BASE COURSE, COMPACTED
PER SOIL REPORT OVER 12" THK. COMPACTED NATIVE SOIL
SUBBASE PER GRADING AND DRAINAGE PLAN. NEW FIRE
APPARATUS ACCESS DRIVE WILL BE DESIGNED AND
PERMANENTLY MAINTAINED TO SUPPORT THE IMPOSED LOADS
OF OF NOT LESS THAN SEVENTY-FIVE THOUSAND POUNDS
(75,000 LBS) AND SHALL BE SURFACED SO AS TO PROVIDE
ALL-WEATHER DRIVING CAPABILITIES WITHOUT THE PONDING
OF WATER.
113'-4"
ZONING: PC
50'-0"
50'-0"
NEW AT&T
LEASE LIMITS
20'-0"
NEW TECHNICIAN PARKING
(NON EXCLUSIVE)
NEW DEAD-END FIRE APPARATUS ACCESS ROAD
TURNAROUND PER 2024 IFC FIGURE D103.1
20'-0"
SITE DATA
GENERAL:
REFERENCE: 
BUCKEYE, AZ SITE PLAN REVIEW
ZONING:
PC
USE:
TELECOMMUNICATIONS FACILITY
PARCEL NUMBER: 
T.B.D.
CITY OF BUCKEYE CASE#: 
1R PLZU-25-0003
SITE AREA:
GROSS: 
213,235.668 S.F. (4.89 ACRES)
BUILDING AREA:
TELECOMMUNICATIONS COMPOUND 2500 S.F.
TOTAL 
2500 S.F.
SETBACKS:
BUILDING SETBACKS: 
REQUIRED 
PROVIDED
FRONT YARD (NORTH): 40' 
113'-4'
SIDE YARD (EAST): 
20' 
290'
SIDE YARD (WEST): 
20' 
164'
REAR YARD (SOUTH): 
40' 
476'
PARKING REQUIREMENTS: 
REQUIRED PROVIDED
1 SPACE
1 SPACE
ACCESSIBLE : FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.
HANDICAPPED ACCESS NOT REQUIRED.
SITE PLAN STANDARD NOTES
LAST UPDATED: 07/17/2024
1.
SITE PLAN APPROVAL IS VALID FOR A PERIOD OF TWO (2) YEARS, IN ACCORDANCE WITH THE DEVELOPMENT CODE. REQUESTS FOR A SINGLE, ONE (1) YEAR TIME EXTENSION
MUST BE IN WRITING TO THE DIRECTOR PRIOR TO THE EXPIRATION.
2.
THE PROPERTY OWNER(S) AND THEIR SUCCESSOR WAIVE ANY AND ALL CLAIMS FOR DIMINUTION IN VALUE OF THE PROPERTY WITH REGARD TO ANY ACTION TAKEN BY CITY
OF BUCKEYE AS RESULT OF THIS APPROVAL.
3.
WHERE APPLICABLE, NO STRUCTURES MAY BE BUILT ON SLOPES OF 15% OR GREATER.
4.
THE DEVELOPER SHALL BE REQUIRED TO COMPLETE AND SIGN A PUBLIC INFRASTRUCTURE ASSURANCE AGREEMENT PRIOR TO THE RECORDATION OF THE FIRST FINAL PLAT.
IN ADDITION, THE PROPERTY OWNER/DEVELOPERS SHALL BE REQUIRED TO BUILD OR OTHERWISE PROVIDE THE REQUIRED INFRASTRUCTURE NECESSARY TO SERVE THIS
PROJECT.
5.
PHASING OF PUBLIC INFRASTRUCTURE SHALL BE SUBJECT TO A PHASING PLAN AS APPROVED BY THE DEVELOPMENT SERVICES DIRECTOR AND CITY ENGINEER.
6.
THE PROPERTY OWNER/DEVELOPER SHALL MAKE PROVISIONS IN THEIR DESIGN TO ACCOMMODATE OFF- SITE STORM WATER, MANAGE THIS FLOW AS PART OF THE PROJECT,
AND REDISTRIBUTE IT IN A LIKE MANNER AND LOCATION TO THE EXISTING CONDITIONS. HISTORIC DISCHARGE CONDITIONS AND LOCATIONS CANNOT BE ALTERED.
7.
ALL STREETS (LOCAL, COLLECTOR, AND ARTERIAL), SIDEWALKS, PARKS, AND OTHER COMMON AREAS, AS DETERMINED BY THE CITY ENGINEER, SHALL BE SUFFICIENTLY
ILLUMINATED TO ENSURE THE SAFETY AND SECURITY OF PERSONS AND PROPERTY. THE CITY ENGINEER SHALL APPROVE ALL LIGHTING IMPROVEMENTS WITHIN THE
RIGHT-OF-WAY.
8.
PAVEMENT SECTIONS FOR ALL STREETS SHALL BE DETERMINED IN ACCORDANCE WITH A CITY ENGINEER- APPROVED GEOTECHNICAL ANALYSIS, BUT SHALL NOT BE LESS THAN
THE CITY'S MINIMUM REQUIREMENTS.
9.
COLLECTOR, ARTERIAL, AND PARKWAY STREETS SHALL HAVE A RAISED, LANDSCAPED MEDIAN EXCEPT AT INTERSECTIONS WHERE LEFT-TURN LANES ARE PROVIDED.
10. ANY TRAFFIC SIGNALS THAT ARE REQUIRED DUE TO TRAFFIC GENERATED BY THIS PROJECT SHALL BE INSTALLED BY THE PROPERTY OWNER/DEVELOPER WHEN WARRANTED.
11. AT THE TIME OF IMPROVEMENT PLAN SUBMITTAL, THE PROPERTY OWNER/DEVELOPER SHALL SUBMIT FOR REVIEW AND APPROVAL A SEWER MASTER PLAN, WHICH
PROVIDES SIZING CALCULATIONS FOR ALL ON- SITE AND OFF-SITE SEWERS.
12. THE PROPERTY OWNER/DEVELOPER IS RESPONSIBLE FOR PROVIDING, AT THEIR SOLE COST AND EXPENSE, ALL PUBLIC INFRASTRUCTURE NECESSARY TO SERVE THE PROJECT
INCLUDING, WITHOUT
LIMITATION, WATER AND WASTEWATER SERVICE IN ACCORDANCE WITH ORDINANCE NO. 86-06. THIS INCLUDES WATER SUPPLY, INFRASTRUCTURE, AND CAPACITY FOR THE
PRODUCTION, TREATMENTS AND DELIVERY OF WATER TO THE PROJECT AND THE COLLECTION, TREATMENT AND DISPOSAL, INCLUDING RECHARGE AND/OR REUSE, OF
WASTEWATER GENERATED AT THE PROJECT.
13. THE PROPERTY OWNER/DEVELOPER IS RESPONSIBLE FOR PROVIDING WATER AT THE PROJECT FOR CONSTRUCTION PURPOSES INCLUDING OBTAINING THE NECESSARY WATER
RIGHTS FOR THE WATER SUPPLY TO BE USED FOR CONSTRUCTION PURPOSES. THIS INCLUDES UTILIZING NON-POTABLE WATER FOR CONSTRUCTION BEFORE USING CITY
POTABLE WATER.
14. TO THE EXTENT ALLOWED BY LAW, ALL TYPE-I NON-IRRIGATION AND IRRIGATION GRANDFATHERED RIGHTS ASSOCIATED WITH THE PROPERTY SHALL BE PROPERLY
EXTINGUISHED AND THE RESULTING EXTINGUISHMENT CREDITS CONVEYED TO THE CITY OF BUCKEYE OR PLEDGED TO THE CITY OF BUCKEYE ACCOUNT AT THE ARIZONA
DEPARTMENT OF WATER RESOURCES PRIOR TO THE ISSUANCE OF ANY BUILDING PERMITS. [ONLY USE IF PROJECT IS WITHIN THE CITY'S WATER SERVICE AREA]
15. THE PROPERTY OWNER/DEVELOPER SHALL NOTIFY THE CITY'S WATER RESOURCES DEPARTMENT OF THE LOCATION OF ANY REGISTERED AND UNREGISTERED WELLS ON THE
PROPERTY AND THE PROPERTY OWNER/DEVELOPER AND THE CITY'S WATER RESOURCES DEPARTMENT SHALL MEET AND CONFER TO DETERMINE IF THE WELLS ARE
BENEFICIAL OR WHETHER THEY SHALL BE ABANDONED. WELLS SHALL BE ABANDONED BY THE PROPERTY OWNER/DEVELOPER IF THE CITY'S WATER RESOURCES DEPARTMENT
DETERMINES THAT THEY PRESENT A HEALTH AND SAFETY HAZARD OR ARE CONTRIBUTING TO GROUNDWATER CONTAMINATION AND ARE NOT ABLE TO BE REHABILITATED,
MODIFIED, OR RE-DRILLED TO PREVENT THE HEALTH AND SAFETY HAZARD OR GROUNDWATER CONTAMINATION. ABANDONMENT OF WELLS SHALL BE PERFORMED
PURSUANT TO AND IN COMPLIANCE WITH STATE LAW AND SHALL BE COMPLETED PRIOR TO THE ISSUANCE OF ANY BUILDING PERMITS. [ONLY USE IF PROJECT IS WITHIN THE
CITY'S WATER SERVICE AREA]
16. PRIOR TO SITE PLAN APPROVAL, THE PROPERTY OWNER/DEVELOPER SHALL SUBMIT TO THE CITY FOR REVIEW AND APPROVAL WATER MASTER PLANS. IN ORDER TO PROVIDE
FOR WATER PRODUCTION, THE PROPERTY OWNER/DEVELOPER MAY BE REQUIRED TO PROVIDE ADDITIONAL SITES FOR PRODUCTION WELLS AND WATER PRODUCTION SITE
ON THE PRELIMINARY/FINAL PLAT/SITE PLAN OR AT OFF-SITE LOCATIONS.
17. PRIOR TO DELIVERY OF ANY COMBUSTIBLE MATERIALS TO THE SITE, THE FIRE PROTECTION SYSTEM SHALL BE COMPLETELY OPERATIONAL, WITH PROPER FIRE FLOW, AND IN
ACCORDANCE WITH THE PLANS APPROVED BY THE BUCKEYE FIRE CHIEF AND CITY ENGINEER.
18. ALL BUILDINGS SHALL BE EQUIPPED WITH A FIRE PROTECTION SYSTEM AS REQUIRED BY CITY OF BUCKEYE ORDINANCE 03-22.
19. WHERE TWO (2) FIRE APPARATUS ACCESS ROADS ARE REQUIRED, THEY SHALL BE PLACED A DISTANCE APART EQUAL TO NOT LESS THAN ONE HALF (½)OF THE LENGTH OF THE
MAXIMUM OVERALL DIAGONAL DIMENSION OF THE LOT OR AREA TO BE SERVED, MEASURED IN A STRAIGHT LINE BETWEEN ACCESSES.
20. THE BUCKEYE FIRE CHIEF AND CITY ENGINEER SHALL DETERMINE THE NUMBER, LOCATION, AND TYPES OF ALL FIRE HYDRANTS.
21. ALL LANDSCAPED AREAS WITHIN THE PUBLIC RIGHTS OF WAY SHALL BE DELEGATED TO THE ADJACENT PROPERTY OWNER, HOMEOWNERS' ASSOCIATION OR OTHER
PROPERTY MAINTENANCE ASSOCIATION, AND SHALL BE DESIGNED AND SEALED BY A LANDSCAPE ARCHITECT LICENSED BY THE ARIZONA BOARD OF TECHNICAL
REGISTRATION. THE CITY PUBLIC WORKS DEPARTMENT SHALL REVIEW ALL IRRIGATION PLANS FOR MATERIAL SELECTION ONLY WITHIN THE CITY RIGHT OF WAY; THEREFORE,
THE LANDSCAPE ARCHITECT SHALL COORDINATE WITH THE PUBLIC WORKS DEPARTMENT EARLY IN THE DESIGN TO ENSURE THE MOST EFFICIENT MEANS OF LANDSCAPE
IRRIGATION THAT WILL REDUCE BOTH LONG TERM MAINTENANCE COSTS AND KEEP WATERING TO THE ABSOLUTE MINIMUM REQUIRED FOR HEALTHY GROWTH OF
LANDSCAPING ALONG THE ROADWAYS OF THE CITY OF BUCKEYE.
22. SHRUBBERY IN THE RIGHT OF WAY SHALL NOT OBSTRUCT ANY REGULATORY SIGNAGE OR SIGHT DISTANCE TRIANGLE AS DEFINED IN THE ENGINEERING DEVELOPMENT
STANDARDS; THEREFORE, SHALL BE TRIMMED TO LESS THAN TWO (2) FEET ABOVE THE SURFACE.
23. LANDSCAPING WITHIN THE PUBLIC-RIGHT-OF-WAY WILL REQUIRE:
- ALL LANDSCAPED AREAS, EXCEPT THOSE INTENTIONALLY MAINTAINED WITH NATIVE PLANTS, SHALL INCLUDE AN AUTOMATIC IRRIGATION SYSTEM.
- ALL NATIVE PLANT LANDSCAPING PLANS SHALL INCLUDE AN ESTABLISHMENT MAINTENANCE PLAN THAT ENSURES LONG TERM GROWTH OF ALL PLANTINGS.
- WATER-EFFICIENT SYSTEMS (E.G., DRIP, MINI-SPRAY, BUBBLER-TYPE, OR SIMILAR DRIP SYSTEMS) SHALL BE USED WHENEVER FEASIBLE. LOW-FLOW SPRINKLER HEADS
WITH MATCHED PRECIPITATION RATES SHALL BE USED WHEN SPRAY OR ROTOR-TYPE HEADS ARE SPECIFIED FOR WATERING SHRUBS AND GROUND COVER AREAS.
- MULTI-PROGRAM WEATHER SENSING CONTROLLERS WITH SEPARATED VALVES AND CIRCUITS SHALL BE USED WHEN THE PROJECT CONTAINS MORE THAN ONE TYPE OF
LANDSCAPE TREATMENT (E.G., LAWN, GROUND COVER, SHRUB, TREE AREAS), OR A VARIETY OF SOLAR ASPECTS.
- SOIL MOISTURE-SENSING DEVICES AND RAIN SENSORS SHALL BE USED ON ALL PROJECTS WITHIN PUBLIC RIGHTS OF WAY AND IN LANDSCAPE TRACTS. THE USE OF
SATELLITE BASED CONTROLLERS IS ENCOURAGED.
- ROOT BARRIERS SHALL BE DESIGNED AND INCORPORATED FOR ALL TREES THAT ARE IN THE PUBLIC RIGHT OF WAY TO ENSURE VERTICAL ROOT GROWTH AND AVOID
ADJACENT CURB, SIDEWALK OR PAVEMENT UPHEAVAL DUE TO TREE ROOTS.
- LINEAR ROOT BARRIERS SHALL BE USED ALONG PUBLIC IMPROVEMENTS THAT ARE ONLY ON ONE (1) SIDE OF A TREE.
- SURROUND ROOT BARRIERS SHALL BE USED WHEN A TREE IS WITHIN THE SIDEWALK OR WITHIN A MEDIAN.
- TREE CANOPIES EXTENDING INTO THE RIGHT OF WAY SHALL BE TRIMMED TO THE FOLLOWING MINIMUM STANDARDS: 18 FEET OVER ANY PUBLIC ROADWAY, SEVEN (7)
FEET OVER ANY PUBLIC SIDEWALK.
33' R/W
TEMPORARY CONSTRUCTION EASEMENT
DOC. NO. 2013-0842288
GENERAL NOTES:
· SIGN REGULATIONS, PARKING REGULATIONS, AND ADDITIONAL REQUIREMENTS
SHALL CONFORM TO THE CITY OF BUCKEYE DEVELOPMENT CODE.
· ALL COMMERCIAL AND INDUSTRIAL SITE PLANS SHALL COMPLY WITH THE
COMMERCIAL & INDUSTRIAL DESIGN STANDARDS AND GUIDELINES IN THE CITY
OF BUCKEYE DEVELOPMENT CODE.
NEW AT&T 8' WD
UTILITY EASEMENT
BENCHMARK NOTE:
A FOUND BRASS CAP IN HANDHOLE AT THE EAST QUARTER
CORNER OF SECTION 1, TOWNSHIP 1 SOUTH, RANGE 4
WEST OF THE GILA AND SALT RIVER BASE AND MERIDIAN,
MARICOPA COUNTY, ARIZONA.
ELEVATION=876.71' (NAVD-88)
8'-0"

FIBER
FIBER
FIBER
FIBER
DCPWR
DCPWR
DCPWR
DCPWR
 RESTRICTED
WORK AREA
2'
0"
2'
22"x34" SCALE: 3/8" = 1'-0"
11"x17" SCALE: 3/16" = 1'-0"
1'
COMPOUND LAYOUT
4'
0"
4'
22"x34" SCALE: 3/16" = 1'-0"
11"x17" SCALE: 3/32" = 1'-0"
2'
ANTENNA LAYOUT
2
1
NOT TO
SCALE
ANTENNA CONFIGURATION TABLE
3
N
N
COMPOUND LAYOUT
AND ANTENNA LAYOUT
DRAWN BY:
CHECKED BY:
SHEET TITLE:
REV.:
JR
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS
PROPRIETARY & CONFIDENTIAL TO AT&T WIRELESS
ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO AT&T
WIRELESS IS STRICTLY PROHIBITED
SEG
PRELIMINARY  FOR
REVIEW ONLY
1355 WEST UNIVERSITY DRIVE
MESA, AZ 85201-5419
AT&T
4551 EAST CARRIAGE WAY
GILBERT, AZ 85297
OWNERSHIP OF DOCUMENTS: THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS IN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF AT&T. AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR
OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF AT&T. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS UNLESS THEY HAVE THE APPROVAL OF THE LICENSED PROFESSIONAL IN WRITING.
10 CHURCH CIRCLE
ANNAPOLIS, MD 21401
Z-2
DRAWN BY:
CHECKED BY:
DATE
REVISION DESCRIPTION
REV.
THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS
IN ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS AND
SPEC'S, UNLESS SPECIFICALLY STATED OTHERWISE, THE
MANUFACTURES EQUIPMENT INSTALLATION SPEC'S SHALL ALWAYS
BE VERIFIED BY THE CONTRACTOR BEFORE INSTALLATION
FA: 15456968                                       USID: 327660
04-24-25
0
ISSUE FOR ZONING
PROJECT INFORMATION:
AZL01655
MC85
26103 W HIGHWAY 85
BUCKEYE, AZ 85326
MARICOPA COUNTY
3
07-01-25
1
PLAN CHECK CORRECTIONS
09-08-25
2
PLAN CHECK CORRECTIONS
09-25-25
3
PLAN CHECK CORRECTIONS
ANTENNA NOTES:
1.
INSTALL ANTENNA PER LATEST RFDS VERIFY WITH
RADIO FREQUENCY ENGINEERS FINAL DECISION AT
TIME OF CONSTRUCTION.
1
1
1
3
3
3
NEW 8' DOUBLE MONOPOLE TRIPLE T-ARM
W/ 18" STANDOFF -SITE PRO RMVD8-2120-18
 W/ (3) 2" STD. x 10'-0" MOUNT PIPES /SECTOR
AND
(2) 2" STD. x 10'-0" LONG PIPES W/
CROSSOVER HARDWARE TO INSTALL ALL RRU’S
W/ SITE PRO1 - BBPM-K2 BACK TO BACK MOUNTS
(3 SECTORS TOTAL)
1'-10"
TYP.
NEW AT&T 90'H
MONOBROADLEAF
8'-0"
2
2
2
2'-2"
TYP.
2'-2"
TYP.
6"
NEW AT&T RRUS, (3) PER SECTOR, (3)
SECTORS, (9) TOTAL
· POSITION 1 - (1) NEW ERICSSON RRU
4490 B5/B12A MTD. TO NEW FAST
ACCESS DUAL RRU MOUNT
· POSITION 3 - (1) NEW ERICSSON RRU
4494 B14/B29  TO NEW FAST ACCESS
DUAL RRU MOUNT
· POSITION 3 - (1) NEW ERICSSON RRU
4890 B25/B66 TO NEW FAST ACCESS
DUAL RRU MOUNT
NEW AT&T RAYCAP SURGE SUPPRESSORS
· (3) FIBER / DC
[RAYCAP DC9-48-60-24-8C-EV]
NEW AT&T ANTENNA ARRAY,
(3) ANTENNAS PER SECTOR,
(3) SECTORS, (9) TOTAL
· POSITION 1 - (1) NEW COMMSCOPE
NNHH-65C-R4 ANTENNA
· POSITION 2 - (1) NEW ERICSSON AIR6472
B77G / B77M WITH INTEGRATED RRU
· POSITION 3 - (1) NEW COMMSCOPE
NNH4-65C-R6-V3 ANTENNA
6"
6"
BRANCH Ø @ ANTENNA LEVEL
AZ = 0°
ALPHA SECTOR
AZ = 120°
BETA SECTOR
AZ = 240°
GAMMA SECTOR
ANTENNA SCHEDULE
ANTENNA  MODEL NUMBER
RAD CTR
AZIMUTH
RRH MODEL NUMBER
ALPHA SECTOR
POSITION 1
COMMSCOPE NNHH-65C-R4
85'
0°
ERICSSON 4490 B5/B12A
POSITION 2
ERICSSON AIR6472 B77G / B77M
85'
0°
INTEGRATED WITHIN: ERICSSON AIR6472 B77G / B77M
POSITION 3
COMMSCOPE NNH4-65C-R6-V3
85'
0°
ERICSSON 4494 B14/B29
ERICSSON 4890 B25/B66
BETA SECTOR
POSITION 1
COMMSCOPE NNHH-65C-R4
85'
120°
ERICSSON 4490 B5/B12A
POSITION 2
ERICSSON AIR6472 B77G / B77M
85'
120°
INTEGRATED WITHIN: ERICSSON AIR6472 B77G / B77M
POSITION 3
COMMSCOPE NNH4-65C-R6-V3
85'
120°
ERICSSON 4494 B14/B29
ERICSSON 4890 B25/B66
GAMMA SECTOR
POSITION 1
COMMSCOPE NNHH-65C-R4
85'
240°
ERICSSON 4490 B5/B12A
POSITION 2
ERICSSON AIR6472 B77G / B77M
85'
240°
INTEGRATED WITHIN: ERICSSON AIR6472 B77G / B77M
POSITION 3
COMMSCOPE NNH4-65C-R6-V3
85'
240°
ERICSSON 4494 B14/B29
ERICSSON 4890 B25/B66
Ø18'-6"
NEW AT&T ANTENNA ARRAY ON
NEW 90'-0" MONOELM
NEW TAG 8'H SITE WALL W/ 2" SOLID CAP
BLOCK & SLUMP BLOCK MORTAR FINISH
(COLOR: SPANISH BROWN)
50'-0" NEW AT&T LEASE LIMITS / CMU SCREEN WALL
50'-0" NEW AT&T LEASE LIMITS / NEW CMU SCREEN WALL
3'-0"
12'-0" GATE OPENING
19'-0"
NEW AT&T MULTI-METER
SES N3R, 600A, 240V/120V,
1ɸ , 3W, 100 KAIC SERVICE
RATED MOUNTED TO NEW
SCREEN WALL
NEW DBL. 6 FT. WIDE T.S. ACCESS
GATES W/COMPOSITE DECK SLATS
BETWEEN BARS, PAINT: DUNN
EDWARDS SEMI-GLOSS 'BLACK
BEAN' #6385 INSTALL REGULATORY
SIGNAGE ON GATE
NEW DC50-48-60-96-50F MOUNTED TO NEW
GRAVITY MOUNT PLATFORM
(6) NEW AT&T 4" SCHEDULE 80 CONDUITS
APPROX 17'-0" LONG
(3) NEW FIBER TRUNK (24PR)
(9) NEW DC TRUNKS (6 AWG)
TOTAL FEED RUN APPROX 103' FROM WUC TO NEW AT&T
ANTENNAS
NEW ULMUS PARVIFOLIA
CHINESE ELM (24" BOX)
TYP OF 3
NEW CRUSHED STONE
COVERED COMPOUND
EXPANSION
EXISTING DIRT RV
STORAGE LOT
5'-0"
FUTURE CARRIER
15'X20 LEASE AREA
FUTURE CARRIER
15'X20 LEASE AREA
FUTURE CARRIER
15'X20 LEASE AREA
NEW EMERGENCY BACK-UP
GENERATOR GENERAC 20KW;
COMPACT NON-CALIFORNIA; DIESEL;
OUTDOOR; 120/240VAC; 1PH; 2.2L
ENG; 103 GAL TANK; L2 ALUMINUM
ENCLOSURE MOUNTED ON NEW GALV.
GRAVITY MOUNT PLATFORM
[NEQ.53187]
NEW AT&T GPS ANTENNA MOUNTED TO
NEW GRAVITY MOUNT PLATFORM
NEW AT&T PTLC-ATS-3S-12200-CL_ATT
(POWER TRANSFER LOAD CENTER)
MOUNTED TO NEW W.U.C.
NEW AT&T PRE-FABRICATED UL LISTED
3-BAY WALK-UP CABINET, "W.U.C."
[CEQ.54298] VERTIV,
F2020030,,,,VERTIV 3-BAY CABINET
6KW HEX MOUNTED ON NEW GRAVITY
MOUNT PLATFORM
NEW GRAVITY MOUNT PLATFORM
NEW 8' WIDE UTILITY
EASEMENT
NEW 5-INCH DIAMETER
STEEL PIPE BOLLARD, TYP.
PER APS SPECIFICATIONS
NEW 100KVA PAD MTD.
TRANSFORMER
PROVIDE PREMISE
IDENTIFICATION PER
IFC 505.1
PROVIDE A PERMANENT
WEATHER-PROOF IDENTIFICATION SIGN,
APPROXIMATELY 12"X8" IN SIZE ON
THE GATE IDENTIFYING FACILITY
OPERATOR(S), AND 24-HOUR
EMERGENCY NUMBERS FOR REACHING
THE OPERATOR OR AN AGENT
AUTHORIZED TO PROVIDE 24/7
RESPONSE TO EMERGENCY SITUATIONS

FIBER
FIBER
FIBER
FIBER
FIBER
FIBER
FIBER
FIBER
FIBER
FIBER
FIBER
FIBER
FIBER
FIBER
FIBER
FIBER
FIBER
FIBER
FIBER
FIBER
FIBER
DCPWR
DCPWR
DCPWR
DCPWR
DCPWR
DCPWR
DCPWR
DCPWR
DCPWR
DCPWR
DCPWR
DCPWR
DCPWR
DCPWR
DCPWR
DCPWR
DCPWR
DCPWR
DCPWR
DCPWR
DCPWR
FIBER
FIBER
FIBER
FIBER
FIBER
FIBER
FIBER
FIBER
FIBER
FIBER
FIBER
FIBER
FIBER
FIBER
FIBER
FIBER
FIBER
FIBER
FIBER
FIBER
FIBER
DCPWR
DCPWR
DCPWR
DCPWR
DCPWR
DCPWR
DCPWR
DCPWR
DCPWR
DCPWR
DCPWR
DCPWR
DCPWR
DCPWR
DCPWR
DCPWR
DCPWR
DCPWR
DCPWR
DCPWR
DCPWR
ELEVATIONS
2
4'
0"
4'
22"x34" SCALE: 3/16" = 1'-0"
11"x17" SCALE: 3/32" = 1'-0"
2'
NORTH ELEVATION
1
4'
0"
4'
22"x34" SCALE: 3/16" = 1'-0"
11"x17" SCALE: 3/32" = 1'-0"
2'
WEST ELEVATION
DRAWN BY:
CHECKED BY:
SHEET TITLE:
REV.:
JR
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS
PROPRIETARY & CONFIDENTIAL TO AT&T WIRELESS
ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO AT&T
WIRELESS IS STRICTLY PROHIBITED
SEG
PRELIMINARY  FOR
REVIEW ONLY
1355 WEST UNIVERSITY DRIVE
MESA, AZ 85201-5419
AT&T
4551 EAST CARRIAGE WAY
GILBERT, AZ 85297
OWNERSHIP OF DOCUMENTS: THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS IN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF AT&T. AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR
OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF AT&T. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS UNLESS THEY HAVE THE APPROVAL OF THE LICENSED PROFESSIONAL IN WRITING.
10 CHURCH CIRCLE
ANNAPOLIS, MD 21401
Z-3
DRAWN BY:
CHECKED BY:
DATE
REVISION DESCRIPTION
REV.
THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS
IN ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS AND
SPEC'S, UNLESS SPECIFICALLY STATED OTHERWISE, THE
MANUFACTURES EQUIPMENT INSTALLATION SPEC'S SHALL ALWAYS
BE VERIFIED BY THE CONTRACTOR BEFORE INSTALLATION
FA: 15456968                                       USID: 327660
04-24-25
0
ISSUE FOR ZONING
PROJECT INFORMATION:
AZL01655
MC85
26103 W HIGHWAY 85
BUCKEYE, AZ 85326
MARICOPA COUNTY
3
07-01-25
1
PLAN CHECK CORRECTIONS
09-08-25
2
PLAN CHECK CORRECTIONS
09-25-25
3
PLAN CHECK CORRECTIONS
STRUCTURAL AND MOUNT ANALYSIS NOTES:
1.
THE DESIGN DEPICTED IN THESE DRAWINGS IS VALID
WHEN ACCOMPANIED BY A CORRESPONDING
PASSING STRUCTURAL AND MOUNT ANALYSIS.
2.
CONSTRUCTION MANAGER / GENERAL CONTRACTOR
SHALL REVIEW THE STRUCTURAL AND MOUNT
ANALYSES FOR ANY CONDITIONS PRIOR TO
INSTALLATION.
3.
ANY REQUIRED MOUNT MODIFICATION DESIGN OR
MOUNT REPLACEMENT SHALL BE APPROVED BY EOR.
BROADLEAF TREE DESIGN GUIDELINES:
BROADLEAF TREE: A BROADLEAF TREE MUST MEET THE
FOLLOWING DESIGN GUIDELINES:
(A) THE POLE STRUCTURE MUST BE BUILT OF STEEL OR
FIBERGLASS AND CLAD WITH FAUX BARK. THE FAUX
BARK SHALL START AT THE BASE OF THE POLE AND
CONTINUE TO THE HEIGHT OF THE FIRST BRANCH
ATTACHMENT. THE BALANCE OF THE POLE STRUCTURE
AND THE ATTACHMENTS MUST BE PAINTED TO BLEND
WITH THE BRANCHES.
(B) ALL CABLES MUST BE CONCEALED WITHIN THE POLE
STRUCTURE.
(C) ANTENNAS AND ASSOCIATED EQUIPMENT TO BE
PAINTED TO MATCH THE TREE COLORS. ANTENNAS AND
APPURTENANCES SHALL HAVE SOCK COVERINGS. SOCKS
INSTALLED OVER ANTENNAS TO BE RF TRANSPARENT.
(D) TOWER CAN SUPPORT COLLOCATION OF OTHER
CARRIERS.
(E) THE BRANCHES MUST:
(I) BE CONSTRUCTED TO A DENSITY OF 2.5 BRANCHES
FOR EACH ONE VERTICAL FOOT OF POLE, AND
(II) START ATTACHMENT AT NO GREATER THAN FIFTEEN
(15) FEET ABOVE FINISHED GRADE AND CONTINUE TO THE
TOP OF THE POLE, AND
(III) BE A MINIMUM OF EIGHT (8) FEET LONG AROUND THE
CIRCUMFERENCE OF THE LOWER LEVEL AND SHALL
TAPER APPROPRIATELY AS THE BRANCHES PROGRESS
UPWARDS.
(F) THE ENTIRE LENGTH OF ALL ANTENNA AND THEIR
ATTACHING APPARATUS SHALL BE DISGUISED BY THE
BRANCHES.
(G) THE INSTALLATION OF A BROADLEAF TREE SHOULD
BE DONE IN A MANNER THAT MINIMIZES THE REMOVAL
OF MATURE VEGETATION.
FINISHED GRADE
+0'-0"
8'-2"
T.O. MASONRY
NEW AT&T 90'H MONOELM
(3) NEW FIBER TRUNK (18PR)
(9) NEW DC TRUNKS (6 AWG)
ROUTED THROUGH NEW MONOELM
TOTAL FEED RUN APPROX 100' FROM WIC
TO NEW AT&T ANTENNAS
NEW TAG 8'H SITE WALL W/ 2" SOLID CAP
BLOCK & SLUMP BLOCK MORTAR FINISH
(COLOR: SPANISH BROWN)
15'-0"
START OF BRANCH ATTACHMENT
NEW DBL. 6 FT. WIDE T.S. ACCESS GATES
W/COMPOSITE DECK SLATS BETWEEN BARS, PAINT:
DUNN EDWARDS SEMI-GLOSS 'BLACK BEAN' #6385
INSTALL REGULATORY SIGNAGE ON GATE
NEW AT&T MULTI-METER SES N3R, 600A,
240V/120V, 1ɸ , 3W, 100 KAIC SERVICE
RATED MOUNTED TO NEW SCREEN WALL
NEW AT&T GPS ANTENNA MOUNTED TO
NEW GRAVITY MOUNT PLATFORM
NEW AT&T PRE-FABRICATED UL LISTED 3-BAY
WALK-UP CABINET, "W.U.C." [CEQ.54298]
VERTIV, F2020030,,,,VERTIV 3-BAY CABINET
6KW HEX MOUNTED ON NEW GRAVITY
MOUNT PLATFORM
NEW AT&T 90'H MONOELM
(3) NEW FIBER TRUNK (18PR)
(9) NEW DC TRUNKS (6 AWG)
ROUTED THROUGH NEW MONOELM
TOTAL FEED RUN APPROX 100' FROM WIC
TO NEW AT&T ANTENNAS
90'-0" TOP OF NEW MONOELM
95'-0" TOP OF NEW MONOELM BRANCHES
85'-0" NEW AT&T ANTENNA ARRAY CENTERLINE
89'-0" TOP OF NEW AT&T ANTENNA ARRAY
NEW 8' DOUBLE MONOPOLE TRIPLE T-ARM
W/ 18" STANDOFF -SITE PRO RMVD8-2120-18
 W/ (3) 2" STD. X 10'-0" MOUNT PIPES /SECTOR
AND
(2) 2" STD. X 10'-0" LONG PIPES W/
CROSSOVER HARDWARE TO INSTALL ALL RRU’S
W/ SITE PRO1 - BBPM-K2 BACK TO BACK MOUNTS
(3 SECTORS TOTAL)
NEW AT&T RRUS, (3) PER SECTOR, (3)
SECTORS, (9) TOTAL
· POSITION 1 - (1) NEW ERICSSON RRU
4490 B5/B12A MTD. TO NEW FAST
ACCESS DUAL RRU MOUNT
· POSITION 3 - (1) NEW ERICSSON RRU
4494 B14/B29  TO NEW FAST ACCESS
DUAL RRU MOUNT
· POSITION 3 - (1) NEW ERICSSON RRU
4890 B25/B66 TO NEW FAST ACCESS
DUAL RRU MOUNT
NEW AT&T RAYCAP SURGE SUPPRESSORS
· (3) FIBER / DC
[RAYCAP DC9-48-60-24-8C-EV]
NEW AT&T ANTENNA ARRAY,
(3) ANTENNAS PER SECTOR,
(3) SECTORS, (9) TOTAL
· POSITION 1 - (1) NEW COMMSCOPE
NNHH-65C-R4 ANTENNA
· POSITION 2 - (1) NEW ERICSSON AIR6472
B77G / B77M WITH INTEGRATED RRU
· POSITION 3 - (1) NEW COMMSCOPE
NNH4-65C-R6-V3 ANTENNA
NEW AT&T RRUS, (3) PER SECTOR, (3)
SECTORS, (9) TOTAL
· POSITION 1 - (1) NEW ERICSSON RRU
4490 B5/B12A MTD. TO NEW FAST
ACCESS DUAL RRU MOUNT
· POSITION 3 - (1) NEW ERICSSON RRU
4494 B14/B29  TO NEW FAST ACCESS
DUAL RRU MOUNT
· POSITION 3 - (1) NEW ERICSSON RRU
4890 B25/B66 TO NEW FAST ACCESS
DUAL RRU MOUNT
NEW AT&T RAYCAP SURGE SUPPRESSORS
· (3) FIBER / DC
[RAYCAP DC9-48-60-24-8C-EV]
NEW AT&T ANTENNA ARRAY,
(3) ANTENNAS PER SECTOR,
(3) SECTORS, (9) TOTAL
· POSITION 1 - (1) NEW COMMSCOPE
NNHH-65C-R4 ANTENNA
· POSITION 2 - (1) NEW ERICSSON AIR6472
B77G / B77M WITH INTEGRATED RRU
· POSITION 3 - (1) NEW COMMSCOPE
NNH4-65C-R6-V3 ANTENNA
NEW 8' DOUBLE MONOPOLE TRIPLE T-ARM
W/ 18" STANDOFF -SITE PRO RMVD8-2120-18
 W/ (3) 2" STD. X 10'-0" MOUNT PIPES /SECTOR
AND
(2) 2" STD. X 10'-0" LONG PIPES W/
CROSSOVER HARDWARE TO INSTALL ALL RRU’S
W/ SITE PRO1 - BBPM-K2 BACK TO BACK MOUNTS
(3 SECTORS TOTAL)
NEW ULMUS PARVIFOLIA
CHINESE ELM (24" BOX)
TYP OF 3
*DIMENSIONS NOT SHOWN
(FOR CLARITY)
FUTURE CARRIER ANTENNA ARRAY
FUTURE CARRIER ANTENNA ARRAY
FUTURE CARRIER ANTENNA ARRAY
FUTURE CARRIER ANTENNA ARRAY
FINISHED GRADE
+0'-0"
NEW TAG 8'H SITE WALL W/ 2" SOLID CAP
BLOCK & SLUMP BLOCK MORTAR FINISH
(COLOR: SPANISH BROWN)

ELEVATIONS
2
4'
0"
4'
22"x34" SCALE: 3/16" = 1'-0"
11"x17" SCALE: 3/32" = 1'-0"
2'
NORTH ELEVATION
1
4'
0"
4'
22"x34" SCALE: 3/16" = 1'-0"
11"x17" SCALE: 3/32" = 1'-0"
2'
WEST ELEVATION
DRAWN BY:
CHECKED BY:
SHEET TITLE:
REV.:
JR
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS
PROPRIETARY & CONFIDENTIAL TO AT&T WIRELESS
ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO AT&T
WIRELESS IS STRICTLY PROHIBITED
SEG
PRELIMINARY  FOR
REVIEW ONLY
1355 WEST UNIVERSITY DRIVE
MESA, AZ 85201-5419
AT&T
4551 EAST CARRIAGE WAY
GILBERT, AZ 85297
OWNERSHIP OF DOCUMENTS: THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS IN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF AT&T. AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR
OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF AT&T. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS UNLESS THEY HAVE THE APPROVAL OF THE LICENSED PROFESSIONAL IN WRITING.
10 CHURCH CIRCLE
ANNAPOLIS, MD 21401
Z-4
DRAWN BY:
CHECKED BY:
DATE
REVISION DESCRIPTION
REV.
THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS
IN ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS AND
SPEC'S, UNLESS SPECIFICALLY STATED OTHERWISE, THE
MANUFACTURES EQUIPMENT INSTALLATION SPEC'S SHALL ALWAYS
BE VERIFIED BY THE CONTRACTOR BEFORE INSTALLATION
FA: 15456968                                       USID: 327660
04-24-25
0
ISSUE FOR ZONING
PROJECT INFORMATION:
AZL01655
MC85
26103 W HIGHWAY 85
BUCKEYE, AZ 85326
MARICOPA COUNTY
3
07-01-25
1
PLAN CHECK CORRECTIONS
09-08-25
2
PLAN CHECK CORRECTIONS
09-25-25
3
PLAN CHECK CORRECTIONS
NEW 8'H SCREEN WALL W/SLUMP
BLOCK MORTAR FINISH
(COLOR: SPANISH BROWN)
FINISHED GRADE +0'-0"
NEW DBL. 6 FT. WIDE T.S. ACCESS GATES
W/COMPOSITE DECK SLATS BETWEEN BARS, PAINT:
DUNN EDWARDS SEMI-GLOSS 'BLACK BEAN' #6385
INSTALL REGULATORY SIGNAGE ON GATE
NEW AT&T MULTI-METER SES N3R, 600A,
240V/120V, 1ɸ , 3W, 100 KAIC SERVICE
RATED MOUNTED TO NEW SCREEN WALL
NEW 8'H SCREEN WALL W/SLUMP
BLOCK MORTAR FINISH
(COLOR: SPANISH BROWN)
FINISHED GRADE +0'-0"
NEW AT&T 90'H MONOELM
NEW AT&T 90'H MONOELM

TITLE SHEET
602-263-1100
1-800-STAKE-IT
(OUTSIDE MARICOPA COUNTY)
CALL TWO WORKING DAYS
BEFORE YOU DIG
SYMBOL
IRRIGATION MATERIALS LIST
SINGLE OUTLET EMITTER - BOWSMITH SL200 SERIES (1.0 GPH @
20PSI) (SHRUBS) (SEE DETAILS AND SCHEDULE)
1/2" SUBLATERAL PIPE (NOT SHOWN) SHALL BE PVC CLASS 315.  PROVIDE AND
INSTALL ALL SUBLATERAL PIPE LENGTHS AND FITTINGS AS NECESSARY FROM
LATERAL PIPE TO EMITTER INSTALLATION AT EACH PLANT (SEE DETAILS)
PER
EMITTER
SCHEDULE
NEW MULTI OUTLET EMITTER - BOWSMITH ML200 SERIES - (2.0 GPH OUTLETS @ 20
PSI)(PALM TREES) WITH SWIVEL OUTLET 90° ELBOWS FOR EACH DISTRIBUTION TUBE
(SEE DETAILS AND SCHEDULE)
NEW 3/4" DRIP LATERAL, SCH 40 PVC PIPE (UNLESS OTHERWISE NOTED ON
PLANS)
DESCRIPTION
DRIP SYSTEM FLUSH PLUG OUTLET (SEE DETAIL)
PER
EMITTER
SCHEDULE
NEW 3/4" MAINLINE SCHEDULE 40 PVC
NEW EMITTER VALVE MANIFOLD ASSEMBLY INCLUDES: HUNTER SVC-100-VALVE-B
SMART VALVE CONTROLLER FACTORY INSTALLED ON 1" PGV FLOW CONTROL,
VALVE, LINE SIZE ASAHI TYPE 21 TRUE UNION BALL VALVE; AG PRODUCTS 4E
PLASTIC SPIN CLEAN FILTER WITH 150 MESH SCREEN; AND SENNINGER LOW FLOW
PRESSURE REDUCING VALVE (FOR FLOWS .1-8 GPM) (PRL-25);
CONTROLLER STATION ASSIGNMENT
CONTROL VALVE KEY
SIZE
GPM
ALL SITE LANDSCAPE AREAS DESIGNATED FOR ROCK GROUND COVER SHALL
BE FINISH GRADED PRIOR TO THE START OF ANY LANDSCAPE INSTALLATIONS.
CALL BLUE STAKE (602)263-1100) TO LOCATE UNDERGROUND UTILITIES
BEFORE STARTING ANY UNDERGROUND WORK.
ALL PLANT MATERIAL AND SPECIFICATIONS TO CONFORM TO THE ARIZONA
NURSERYMAN ASSOCIATION STANDARDS.
CONTRACTOR SHALL VERIFY WITH OWNER'S REPRESENTATIVE ALL
LANDSCAPE WORK SEQUENCING AND SCHEDULING AND SHALL SUBMIT
VERIFICATION THAT ALL PLANT MATERIAL HAS BEEN SECURED AND IS
AVAILABLE FOR REVIEW PRIOR TO STARTING ANY WORK.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VISIT AND INSPECT THE
JOB SITE PRIOR TO BIDDING, TO THOROUGHLY STUDY THESE CONTRACT
DOCUMENTS IN THEIR ENTIRETY, AND TO FULLY AND COMPLETELY ESTIMATE
THE EXTENT OF THE PROJECT WORK TO BE COMPLETED. NO ADDITIONAL
COMPENSATION WILL BE PERMITTED FOR FAILURE TO COMPLETELY
ASCERTAIN ALL ASPECTS OF THE PROJECT.
CONTRACTOR SHALL REVIEW AND FIELD VERIFY LOCATION OF ALL EXISTING
UTILITIES AND SUBSURFACE SYSTEMS PRIOR TO STARTING ANY EXCAVATIONS
OR UNDERGROUND WORK.
ROCK GROUND COVER AREAS:  2" BELOW FINISH GRADE TO ALLOW FOR
INSTALLATION OF 2" MINIMUM DEPTH ROCK GROUND COVER.
LANDSCAPING SUBGRADE (= .10 TOLERANCE) TO BE PROVIDED BY THE
LANDSCAPE CONTRACTOR AS FOLLOWS:
BASE INFORMATION PROVIDED BY FM GROUP, INC.
GENERAL NOTES 
LANDSCAPE IRRIGATION ITEMS- THE FOLLOWING IRRIGATION SUBMITTAL
SAMPLES AND/OR MATERIAL PRODUCT DATA SHEETS SHALL BE PROVIDED
FOR REVIEW. ALL PVC PIPE, BACKFLOW PREVENTER, VALVE ASSEMBLY,
CONTROLLER, EMITTERS, AND DISTRIBUTION TUBING AS APPLICABLE. ALL
REQUIRED PVC PRIMER AND CEMENT.
LANDSCAPE ITEMS- *PLANT MATERIAL VERIFICATION SOURCE LIST;
FERTILIZER TABLET; PRE-EMERGENT; AND ROCK GROUND COVER MATERIAL
SAMPLES (MIN. 2 POUNDS EACH TYPE).
PRIOR TO THE START OF ANY LANDSCAPE CONSTRUCTION ACTIVITY, CONTRACTOR
SHALL SUBMIT TO THE OWNERS REPRESENTATIVE, AT A MINIMUM, A SAMPLE OR
MANUFACTURER'S PRODUCT DATA SHEET OF THE FOLLOWING ITEMS, FOR REVIEW
AND APPROVAL
(NOTE: ADDITIONAL SUBMITTALS MAY BE REQUIRED UPON REQUEST BY THE OWNERS
REPRESENTATIVE)
B.
A.
*ALL LANDSCAPE PLANT MATERIAL SHALL BE REVIEWED AND APPROVED
BY THE OWNERS REPRESENTATIVE ON SITE PRIOR TO PLANTING.
1.
2.
6.
7.
8.
9.
10.
A.
B.
PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL FIELD VERIFY
EXISTING CONDITIONS, INCLUDING BUT NOT LIMITED TO SIZES, TYPES, AND
CONDITION OF EXISTING PLANTINGS TO REMAIN, LAYOUT AND OPERATION OF
EXISTING IRRIGATION SYSTEM, EXISTING ROCK GROUNDCOVER, PAVEMENT
AND FENCES. NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY OF EITHER
EXISTING PLANTINGS, IRRIGATION SYSTEM, OR OTHER ITEMS TO REMAIN
WHICH ARE IN POOR CONDITION OR INOPERABLE OR OF EXISTING
CONDITIONS WHICH ADVERSELY IMPACT CONTRACTOR'S ABILITY TO
COMPLETE IMPROVEMENTS INDICATED ON PLANS.
3.
ALL LANDSCAPE/IRRIGATION WORK TO CONFORM TO THE CURRENT VERSION
OF THE MARICOPA ASSOCIATION OF GOVERNMENTS (M.A.G.) "UNIFORM
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" AND
DETAILS AND CURRENT REVISIONS THERETO, TOGETHER WITH THE CITY OF
SURPRISE STANDARDS. IF ANY DISCREPANCIES EXIST BETWEEN THE
DRAWINGS AND THE DOCUMENTS LISTED ABOVE, THE DRAWINGS SHALL
PREVAIL OR SHALL BE AS DETERMINED BY THE OWNER'S REPRESENTATIVE.
ANY AND ALL PLANTS, NOT DESIGNATED TO BE REMOVED, WHICH ARE DISTURBED
OR DAMAGED AS A RESULT OF WORK UNDER THIS CONTRACT SHALL BE REPLACED
WITH A PLANT OF EQUAL OR BETTER QUALITY AND OF THE SAME SIZE AND SPECIES
AS THE ORIGINAL EXISTING PLANT UNLESS OTHERWISE DIRECTED BY THE OWNER'S
REPRESENTATIVE.
RESTORE LANDSCAPE AREAS DISTURBED BY ANY CONSTRUCTION ACTIVITY UNDER
THIS CONTRACT. INCLUDE ALL NEW LANDSCAPE AREAS AND AREAS DISTURBED AS
A RESULT OF GRADING, UTILITY TRAFFIC OR OTHER DISTURBANCE OR ACTIVITY
OCCURRING AS A RESULT OF ANY CONSTRUCTION ACTIVITY UNDER THIS CONTRACT.
RESTORATION SHALL INCLUDE BUT IS NOT LIMITED TO THE COMPLETE
RESTORATION OF ALL DISTURBED LANDSCAPE SURFACES, INCLUDING
INSTALLATION OF NEW OR REPLACEMENT PLANTS, AND IRRIGATION SYSTEM AS
WELL AS ALL FINISH GRADING AND ROCK GROUND COVER TO MATCH ADJACENT
UNDISTURBED LANDSCAPE AREAS.
LIMIT OF RESTORATION SHALL BE DETERMINED BY THE LIMIT OF DISTURBANCE OR
EXTENT OF WORK NECESSARY TO COMPLETE THE REQUIRED RESTORATIONS. IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AND INSTALL ALL
NECESSARY PROTECTIVE DEVICES TO PREVENT OR RESTRICT ENCROACHMENT OF
OPERATIONS OR TRAFFIC FROM ACCESS AND DISTURBANCE OF ANY ADJACENT
AREAS NOT SHOWN TO BE DISTURBED AS A RESULT OF WORK UNDER THIS
CONTRACT.
PROTECTION / RESTORATION NOTES
1.
2.
3.
4.
ALL EXISTING LANDSCAPE AREAS OUTSIDE THE SITE AREA DEFINED ABOVE
WHICH ARE DISTURBED BY ANY ACTIVITY UNDER THIS CONTRACT SHALL BE
REPAIRED TO EQUAL OR BETTER CONDITION AND TO THE SATISFACTION OF
THE OWNER'S REPRESENTATIVE AT CONTRACTOR'S EXPENSE. SEE
PROTECTION/RESTORATION NOTES THIS SHEET.
LANDSCAPE AREAS ARE DEFINED AS ALL NON-PAVED AREAS SHOWN ON THE
PLANS WHICH ARE DISTURBED BY CONSTRUCTION AND ANY ADJACENT
PROPERTIES OUTSIDE THESE LIMITS WHICH ARE DISTURBED UNDER THIS
CONTRACT.
VERIFY ALL LAYOUT AND GRADING WITH THE OWNER'S REPRESENTATIVE
PRIOR TO STARTING CONSTRUCTION.
THE CONTRACTOR SHALL PROVIDE FLAGGED AND/OR STAKED LAYOUT OF
ALL PLANTING LOCATIONS FOR REVIEW AND ADJUSTMENT, IF NECESSARY,
BY THE OWNER'S REPRESENTATIVE PRIOR TO STARTING IRRIGATION OR
PLANT PIT EXCAVATIONS.
PLANT QUANTITIES INDICATED ARE FOR GENERAL REFERENCE ONLY. IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE ALL
QUANTITIES AND MATERIALS NECESSARY TO COMPLETE THE WORK IN
ACCORDANCE WITH THE SYMBOLS SHOWN ON THE PLANS.
ROCK GROUND COVER SHALL BE DECOMPOSED GRANITE TO MATCH
EXISTING ALONG S. HAWES ROAD FRONTAGE. PROVIDE SAMPLE TO
OWNER'S REPRESENTATIVE FOR SELECTION AND APPROVAL PRIOR TO
ORDERING.
ALL PLANTING AREAS SHOWN TO RECEIVE ROCK GROUND COVER SHALL
RECEIVE A 2" MINIMUM LAYER (AFTER SETTLEMENT) OF ROCK GROUND
COVER AND FINISH GRADING, AS DESIGNATED, UNLESS OTHERWISE
INDICATED.
LANDSCAPE NOTES
1.
2.
3.
4.
5.
6.
7.
CONSTRUCTION AND INSTALLATION SHALL BE IN ACCORDANCE WITH THESE PLANS
AND ANY AND ALL DEVIATIONS WILL REQUIRE REAPPROVAL. LANDSCAPE
INSTALLATIONS TO BE APPROVED BY THE OWNERS REPRESENTATIVE.
ALL NON-PAVED SITE AREAS INDICATED OR SHOWN TO RECEIVE INSTALLATION OF
ROCK GROUND COVER SHALL RECEIVE TWO APPLICATIONS OF APPROVED
PRE-EMERGENT HERBICIDE (SURFLAN OR APPROVED EQUAL). FIRST APPLICATION
SHALL BE APPLIED DIRECTLY TO SOIL SURFACE. SECOND APPLICATION SHALL BE
APPLIED TO ROCK GROUND COVER AFTER SETTLEMENT. ALL HERBICIDE
APPLICATIONS SHALL BE MADE BY A LICENSED APPLICATOR IN ACCORDANCE WITH
THE MANUFACTURERS' DIRECTIONS. PROVIDE LISTING OF MANUFACTURERS WITH
CHEMICAL ANALYSIS AND APPLICATORS LICENSE FOR SELECTION AND APPROVAL
PRIOR TO STARTING ANY APPLICATIONS. PROVIDE 48 HOUR NOTIFICATION TO THE
OWNER'S REPRESENTATIVE PRIOR TO STARTING APPLICATIONS. FIELD VERIFY
INSTALLATION LIMITS OF ALL ROCK GROUND COVER WITH THE OWNER'S
REPRESENTATIVE PRIOR TO STARTING ANY WORK.
8.
9.
1.
6.
5.
4.
CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL LANDSCAPE AREAS INCLUDED
IN THE CONTRACT DURING THE PROGRESS OF THE WORK UNTIL SUBSTANTIAL
PROJECT COMPLETION AND FOR A MINIMUM PERIOD OF 90 DAYS THEREAFTER.
MAINTENANCE SHALL INCLUDE ALL WORK NECESSARY TO KEEP THE PROJECT IN
NEAT, CLEAN, WEED FREE CONDITION AND TO ASSURE HEALTHY PLANT GROWTH.
CONTRACTOR WILL GUARANTEE PLANT MATERIALS AS FOLLOWS: 1 AND 5 GAL.
PLANTS - 90 DAYS, TREES - 1 YEAR FROM DATE OF SUBSTANTIAL COMPLETION. AT
NO ADDITIONAL COST TO THE OWNER, REPLACE IN KIND AND SIZE PLANT
MATERIALS NOT SURVIVING OR IN POOR CONDITION.
AFTER SATISFACTORY COMPLETION OF CONTRACTOR MAINTENANCE PERIOD, THE
OWNER WILL HAVE THE RESPONSIBILITY FOR MAINTAINING THE LANDSCAPING IN
ACCORDANCE WITH APPROVED PLANS.
CONTRACTOR WILL GUARANTEE INSTALLED PORTION OF IRRIGATION SYSTEM FOR 1
YEAR FROM DATE OF SUBSTANTIAL COMPLETION.
MAINTENANCE AND WARRANTY
PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL FIELD VERIFY WITH
OWNER'S REPRESENTATIVE EXISTING CONDITIONS. THE CONTRACTOR WILL BE
REQUIRED TO PROVIDE FULLY AUTOMATED DRIP IRRIGATION FOR THE NEW
PLANTINGS.
IRRIGATION NOTES
REFER TO DETAILS FOR INSTALLATIONS PROCEDURES.
1.
2.
4.
3.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL PIPING NECESSARY
TO PROVIDE A COMPLETE AND FULLY OPERATIONAL IRRIGATION SYSTEM
INCLUDING ALL SUB-LATERAL PIPING, FITTINGS AND RISERS TO EACH PLANT
EMITTER AS SPECIFIED AND AS DETAILED, WHETHER OR NOT PIPING IS SHOWN ON
THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL
NECESSARY COMPONENTS AND COMPLETING THE INSTALLATION OF A FULLY
AUTOMATIC AND OPERATIVE IRRIGATION SYSTEM, AS INDICATED ON THE PLANS,
PRIOR TO THE START OF ANY PLANTING OPERATIONS.
THE IRRIGATION SYSTEM LAYOUT SHOWN ON THE DRAWINGS IS GENERALLY
SCHEMATIC. ALL VALVES, COMPONENTS, PIPING, FITTINGS AND EQUIPMENT SHALL
BE LOCATED WITHIN LANDSCAPE AREAS UNLESS SLEEVED OR OTHERWISE SHOWN
OR APPROVED BY THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR PROVIDING AND INSTALLING NEW IRRIGATION SYSTEM
COMPONENTS AND CONNECTIONS WHICH WILL PROVIDE FULL AUTOMATIC
OPERATION AND 100% COMPLETE COVERAGE TO ALL NEW PLANTINGS WITHOUT
RUN-OFF OR OVERTHROW ONTO ANY PAVED SURFACES. ANY EXISTING IRRIGATION
SYSTEM SERVING EXISTING PLANTS TO REMAIN SHALL BE PRESERVED IN PLACE.
CONTRACTOR SHALL COMPLETELY RESTORE EXISTING IRRIGATION SYSTEM
DAMAGED AS A RESULT OF WORK UNDER THIS CONTRACT TO THE APPROVAL OF
THE OWNER'S REPRESENTATIVE.
4.
5.
3.
2.
CONTRACTOR SHALL MAINTAIN THE IRRIGATION SYSTEM AND MAKE ANY
NECESSARY REPAIRS, REPLACEMENTS, OR ADJUSTMENTS REGARDLESS OF CAUSE
TO ASSURE A COMPLETE AND OPERATIONAL SYSTEM.
1 WEEK PRIOR TO THE END OF THE MAINTENANCE PERIOD, AND ONCE OWNER'S
REPRESENTATIVE AGREES ALL LANDSCAPE AREAS ARE GRADED SMOOTH AND
WEED FREE AND PLANT MATERIALS ARE IN SATISFACTORY GROWING CONDITION,
AND AUTOMATED IRRIGATION SYSTEM IS FULLY OPERATIONAL. PROJECT WILL BE
ACCEPTED AND OWNER MAINTENANCE WILL BEGIN.
L-1  
GENERAL NOTES and LEGENDS
L-2
LANDSCAPE PLANTING PLAN
L-3
LANDSCAPE IRRIGATION PLAN
L-4
LANDSCAPE DETAILS
L-5
IRRIGATION DETAILS
LANDSCAPE  SHEET INDEX
NEW 3/4" WATER METER INSTALLED IN EXISTING BOX
NEW SCHEDULE 40 PVC SLEEVE (ALL PIPING UNDER MASONRY WALL TO BE
SLEEVED) (SIZE AS NOTED)
NEW 3/4" RPA BACKFLOW PREVENTER (RPA) - FEBCO MODEL 825YA
DRAWN BY:
CHECKED BY:
SHEET TITLE:
REV.:
JR
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS
PROPRIETARY & CONFIDENTIAL TO AT&T WIRELESS
ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO AT&T
WIRELESS IS STRICTLY PROHIBITED
SEG
PRELIMINARY  FOR
REVIEW ONLY
1355 WEST UNIVERSITY DRIVE
MESA, AZ 85201-5419
AT&T
4551 EAST CARRIAGE WAY
GILBERT, AZ 85297
OWNERSHIP OF DOCUMENTS: THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS IN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF AT&T. AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR
OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF AT&T. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS UNLESS THEY HAVE THE APPROVAL OF THE LICENSED PROFESSIONAL IN WRITING.
10 CHURCH CIRCLE
ANNAPOLIS, MD 21401
L-1
DRAWN BY:
CHECKED BY:
DATE
REVISION DESCRIPTION
REV.
THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS
IN ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS AND
SPEC'S, UNLESS SPECIFICALLY STATED OTHERWISE, THE
MANUFACTURES EQUIPMENT INSTALLATION SPEC'S SHALL ALWAYS
BE VERIFIED BY THE CONTRACTOR BEFORE INSTALLATION
FA: 15456968                                       USID: 327660
PROJECT INFORMATION:
AZL01655
MC85
26103 W HIGHWAY 85
BUCKEYE, AZ 85326
MARICOPA COUNTY
3
07-01-25
1
PLAN CHECK CORRECTIONS
09-08-25
2
PLAN CHECK CORRECTIONS
09-25-25
3
PLAN CHECK CORRECTIONS
TREES
ULMUS PARVIFOLIA
LITTLE LEAF ELM, LACEBARK ELM
CALIPER SIZE: 3.0"
3
LANDSCAPE MATERIAL LEGEND
BOTANICAL NAME
  COMMON NAME
SIZE
QTY.
REMARKS
DECOMPOSED GRANITE. 1/2" MINUS
"SEDONA RED", 2" DEEP IN PLANTING AREAS
PER PLAN
SYM.
636 S.F.
24" BOX
10-14' H x 8-10' W

NG  869.59
870
FIBER
FIBER
FIBER
FIBER
FIBER
DCPWR
DCPWR
DCPWR
DCPWR
DCPWR
 RESTRICTED
WORK AREA
LANDSCAPE
PLANTING PLAN
SCALE: 1/4' = 1'-0"
2'
4'
0
8'
SCALE:
NORTH
LANDSCAPE PLANTING PLAN
1/4"=1'-0"
1
TREES
ULMUS PARVIFOLIA
LITTLE LEAF ELM, LACEBARK ELM
CALIPER SIZE: 3.0"
3
LANDSCAPE MATERIAL LEGEND
BOTANICAL NAME
  COMMON NAME
SIZE
QTY.
REMARKS
DECOMPOSED GRANITE. 1/2" MINUS
"SEDONA RED", 2" DEEP IN PLANTING AREAS
PER PLAN
SYM.
636 S.F.
24" BOX
10-14' H x 8-10' W
DRAWN BY:
CHECKED BY:
SHEET TITLE:
REV.:
JR
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS
PROPRIETARY & CONFIDENTIAL TO AT&T WIRELESS
ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO AT&T
WIRELESS IS STRICTLY PROHIBITED
SEG
PRELIMINARY  FOR
REVIEW ONLY
1355 WEST UNIVERSITY DRIVE
MESA, AZ 85201-5419
AT&T
4551 EAST CARRIAGE WAY
GILBERT, AZ 85297
OWNERSHIP OF DOCUMENTS: THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS IN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF AT&T. AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR
OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF AT&T. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS UNLESS THEY HAVE THE APPROVAL OF THE LICENSED PROFESSIONAL IN WRITING.
10 CHURCH CIRCLE
ANNAPOLIS, MD 21401
L-2
DRAWN BY:
CHECKED BY:
DATE
REVISION DESCRIPTION
REV.
THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS
IN ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS AND
SPEC'S, UNLESS SPECIFICALLY STATED OTHERWISE, THE
MANUFACTURES EQUIPMENT INSTALLATION SPEC'S SHALL ALWAYS
BE VERIFIED BY THE CONTRACTOR BEFORE INSTALLATION
FA: 15456968                                       USID: 327660
PROJECT INFORMATION:
AZL01655
MC85
26103 W HIGHWAY 85
BUCKEYE, AZ 85326
MARICOPA COUNTY
3
07-01-25
1
PLAN CHECK CORRECTIONS
09-08-25
2
PLAN CHECK CORRECTIONS
09-25-25
3
PLAN CHECK CORRECTIONS
50'-0" NEW LEASE LIMITS / CMU SCREEN WALL
6'-0"
LANDSCAPE
BUFFER ZONE
50'-0" NEW LEASE LIMITS / CMU SCREEN WALL
6'-0"
LANDSCAPE
BUFFER ZONE
NOTE:
UNLESS OTHERWISE NOTED, ALL EXISTING
LANDSCAPING TO REMAIN UNDISTURBED

NG  869.59
870
FIBER
FIBER
FIBER
FIBER
FIBER
DCPWR
DCPWR
DCPWR
DCPWR
DCPWR
 RESTRICTED
WORK AREA
IRRIGATION PLAN
SCALE: 1/4' = 1'-0"
2'
4'
0
8'
SCALE:
NORTH
LANDSCAPE IRRIGATION PLAN
1/4"=1'-0"
1
SYMBOL
IRRIGATION MATERIALS LIST
SINGLE OUTLET EMITTER - BOWSMITH SL200 SERIES (1.0 GPH @
20PSI) (SHRUBS) (SEE DETAILS AND SCHEDULE)
1/2" SUBLATERAL PIPE (NOT SHOWN) SHALL BE PVC CLASS 315.  PROVIDE AND
INSTALL ALL SUBLATERAL PIPE LENGTHS AND FITTINGS AS NECESSARY FROM
LATERAL PIPE TO EMITTER INSTALLATION AT EACH PLANT (SEE DETAILS)
PER
EMITTER
SCHEDULE
NEW MULTI OUTLET EMITTER - BOWSMITH ML200 SERIES - (2.0 GPH OUTLETS @ 20
PSI)(PALM TREES) WITH SWIVEL OUTLET 90° ELBOWS FOR EACH DISTRIBUTION TUBE
(SEE DETAILS AND SCHEDULE)
NEW 3/4" DRIP LATERAL, SCH 40 PVC PIPE (UNLESS OTHERWISE NOTED ON
PLANS)
DESCRIPTION
DRIP SYSTEM FLUSH PLUG OUTLET (SEE DETAIL)
PER
EMITTER
SCHEDULE
NEW 3/4" MAINLINE SCHEDULE 40 PVC
NEW EMITTER VALVE MANIFOLD ASSEMBLY INCLUDES: HUNTER SVC-100-VALVE-B
SMART VALVE CONTROLLER FACTORY INSTALLED ON 1" PGV FLOW CONTROL,
VALVE, LINE SIZE ASAHI TYPE 21 TRUE UNION BALL VALVE; AG PRODUCTS 4E
PLASTIC SPIN CLEAN FILTER WITH 150 MESH SCREEN; AND SENNINGER LOW FLOW
PRESSURE REDUCING VALVE (FOR FLOWS .1-8 GPM) (PRL-25);
CONTROLLER STATION ASSIGNMENT
CONTROL VALVE KEY
SIZE
GPM
NEW 3/4" RPA BACKFLOW PREVENTER (RPA) (SIZES AS NOTED ON PLANS) -
FEBCO MODEL 825YA
NEW 3/4" WATER METER (SIZES AS NOTED ON PLANS)
NEW SCHEDULE 40 PVC SLEEVE (ALL PIPING UNDER MASONRY WALL TO BE
SLEEVED) (SIZE AS NOTED)
W
DRAWN BY:
CHECKED BY:
SHEET TITLE:
REV.:
JR
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS
PROPRIETARY & CONFIDENTIAL TO AT&T WIRELESS
ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO AT&T
WIRELESS IS STRICTLY PROHIBITED
SEG
PRELIMINARY  FOR
REVIEW ONLY
1355 WEST UNIVERSITY DRIVE
MESA, AZ 85201-5419
AT&T
4551 EAST CARRIAGE WAY
GILBERT, AZ 85297
OWNERSHIP OF DOCUMENTS: THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS IN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF AT&T. AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR
OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF AT&T. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS UNLESS THEY HAVE THE APPROVAL OF THE LICENSED PROFESSIONAL IN WRITING.
10 CHURCH CIRCLE
ANNAPOLIS, MD 21401
L-3
DRAWN BY:
CHECKED BY:
DATE
REVISION DESCRIPTION
REV.
THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS
IN ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS AND
SPEC'S, UNLESS SPECIFICALLY STATED OTHERWISE, THE
MANUFACTURES EQUIPMENT INSTALLATION SPEC'S SHALL ALWAYS
BE VERIFIED BY THE CONTRACTOR BEFORE INSTALLATION
FA: 15456968                                       USID: 327660
PROJECT INFORMATION:
AZL01655
MC85
26103 W HIGHWAY 85
BUCKEYE, AZ 85326
MARICOPA COUNTY
3
07-01-25
1
PLAN CHECK CORRECTIONS
09-08-25
2
PLAN CHECK CORRECTIONS
09-25-25
3
PLAN CHECK CORRECTIONS
TAP INTO EXISTING DRIP
IRRIGATION LINE

LANDSCAPE DETAILS
DRAWN BY:
CHECKED BY:
SHEET TITLE:
REV.:
JR
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS
PROPRIETARY & CONFIDENTIAL TO AT&T WIRELESS
ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO AT&T
WIRELESS IS STRICTLY PROHIBITED
SEG
PRELIMINARY  FOR
REVIEW ONLY
1355 WEST UNIVERSITY DRIVE
MESA, AZ 85201-5419
AT&T
4551 EAST CARRIAGE WAY
GILBERT, AZ 85297
OWNERSHIP OF DOCUMENTS: THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS IN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF AT&T. AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR
OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF AT&T. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS UNLESS THEY HAVE THE APPROVAL OF THE LICENSED PROFESSIONAL IN WRITING.
10 CHURCH CIRCLE
ANNAPOLIS, MD 21401
L-4
DRAWN BY:
CHECKED BY:
DATE
REVISION DESCRIPTION
REV.
THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS
IN ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS AND
SPEC'S, UNLESS SPECIFICALLY STATED OTHERWISE, THE
MANUFACTURES EQUIPMENT INSTALLATION SPEC'S SHALL ALWAYS
BE VERIFIED BY THE CONTRACTOR BEFORE INSTALLATION
FA: 15456968                                       USID: 327660
PROJECT INFORMATION:
AZL01655
MC85
26103 W HIGHWAY 85
BUCKEYE, AZ 85326
MARICOPA COUNTY
3
07-01-25
1
PLAN CHECK CORRECTIONS
09-08-25
2
PLAN CHECK CORRECTIONS
09-25-25
3
PLAN CHECK CORRECTIONS
MULCH LAYER AND GROUND COVER PLANTING
N.T.S.
N.T.S.
SHRUB OR TREE PLANTING (ROOT BARRIER)
2
1

IRRIGATION DETAILS
IRRIGATION TRENCHING
N.T.S.
FINISH GRADE
FINAL BACKFILL
COVER
BEDDING
BURY ITEM
1'-6"
12"
1'-8"
24"
WIRE
PIPE SLEEVE
CONC. 
SLAB
MAINLINE,
LATERAL AND
24 V. WIRE
PVC
LATERAL
24 V. WIRE
PIPE
AND WIRE
SLEEVING
FINISH
GRADE
LATERAL
24 V.
WIRE
MAINLINE
EXCAVATED MATERIAL
BEDDING AND COVER
MATERIAL
NOTES:
SLEEVE ALL PIPE AND WIRE SEPARATELY.
4"
4"
4"
4"
4"
4"
4"
4"
SLEEVE
NOTE:
24V WIRE TO BE
INSTALLED BELOW
MAINLINE TYP.
ALL PIPE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PLASTIC PIPE TO BE
"SNAKED" IN TRENCHES. PROVIDE A MIN. OF 2" CLEARANCE TO SIDE OF TRENCH AND  BETWEEN
PIPES.
ALL 120 V. WIRING SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS.
TAPE AND BUNDLE WIRES EVERY 10', PROVIDE LOOSE 20" LOOP AT ALL CHANGES OF
DIRECTION OVER 30°.
TRENCH BACKFILL SHALL BE PLACED IN LIFTS
AS INDICATED TO THE LEFT.  BEDDING SHALL
BE PLACED AND LEVELED PRIOR TO
INSTALLATION OF BURY ITEM. BACKFILL SHALL
BE INSTALLED IN MAXIMUM 6" LIFTS
1/2"
80 NIPPLE
PVC. SCH.
PVC LATERAL TO EMITTERS
PVC COUPLINGS
PVC SCH 80 T.O.E. NIPPLE
PVC MAIN LINE (18" MIN. DEPTH)
PVC SCH. 80 TEE OR ELL
PRESSURE REGULATOR
THREADED ADAPTERS
GRAVEL SUMP
8" MIN. DEPTH
MIN.
3"
FIN. GRADE
BALL VALVE
PVC SCH. 80 NIPPLE
WYE STRAINER 
N.T.S.
EMITTER VALVE MANIFOLD
12"
LEFT SIDE VIEW
RIGHT SIDE VIEW
PVC SCH. 80
90° ELL
JUMBO VALVE BOX
TO DRIP
LATERAL
FROM
MAINLINE
BALL
VALVE
CONTROL
VALVE
EMITTER VALVE MANIFOLD - TOP VIEW
PVC SCH. 80 UNION
ONE JUMBO VALVE BOX, SET TOP RIM OF VALVE BOX 1/2" ABOVE FINISH
GRADE IN ROCK GROUND COVER AREAS
PRESSURE
REGULATOR
WYE STRAINER - ANGLE FOR
CLEARANCE FROM VALVE
BOX
ALL VALVE BOXES SHALL BE PERMANETLY MARKED/IMPRINTED WITH TYPE OF VALVE ENCLOSED AND
STATION NUMBER AS APPLICABLE. METHOD OF MARKING VALVES/VALVE BOXES SHALL BE APPROVED BY
OWNER'S REPRESENTATIVE. PROVIDE WITH BOLT DOWN LID AND BOLTS.
NOTE:
R
PVC SCH. 80 90°
ELL, THREADED
ELECTRIC CONTROL VALVE
VALVE MOUNTING CLIP
HUNTER SVC with HUNTER DC
LATCHING SOLENOID
R
SVC
HUNTER SVC with HUNTER DC
LATCHING SOLENOID
VALVE MOUNTING CLIP
2ND SET OF
60°
TUBING. 5'-0" MAX
1/4" DISTRIBUTION
60°
EMITTER LAYOUT
6
N.T.S.
NOTE:
LENGTH (TYP.)
(TYPICAL)
(TYPICAL)
EMITTER
POINT
EMISSION
PLANT CENTER
PLANT ROOT BALL
PLANT PIT
EMISSION POINTS
60°
60°
60°
60°
(SEE EMITTER SCHEDULE)
SHRUB EMITTER - SINGLE OUTLET
PLANT CENTER
PLANT ROOT BALL
PLANT PIT
EMITTER
EMISSION POINTS
1ST SET OF
LOCATE MULTI OUTLET EMITTER
NO MORE THAN 8" FROM EDGE OF
ROOT BALL
1
1
EMITTER SHALL BE LOCATED ON UPHILL SIDE OF PLANT ROOT BALL.  EMISSION
POINTS SHALL BE EQUALLY DISTRIBUTED AROUND PLANT PIT PERIMETER PER
SCHEDULE.
EMITTER SHALL BE 8" MAXIMUM FROM EDGE OF TREE ROOT BALL TYPICAL.
DISTRIBUTION TUBING SHALL NOT EXCEED 5'-0" MAXIMUM IN LENGTH.
EMITTER SCHEDULE
N.T.S.
TREE SIZE
NUMBER OF MULTI
OUTLET EMITTERS
OUTLET QUANTITY =
DISTANCE FROM TRUNK
EMITTER GPH TOTAL
1ST SET OF
EMISSION
POINTS
2ND SET OF
EMISSION
POINTS
TREES
PLANT
EMITTER TYPE (G.P.H.)
SHRUBS
SIZE
 5 GAL.
DRIP SYSTEM FLUSH PLUG 
N.T.S.
12"
FINISHED GRADE
6" ROUND VALVE BOX
PVC ADAPTER - SLIP X MHT
3/4" Ø - PVC NIPPLE.
LENGTH AS REQUIRED
3/4" Ø - 90° ELL
8" DEPTH GRAVEL SUMP MIN.
DRIP LATERAL
3" MAX.
3/4" HOSE THREAD END CAP
N.T.S.
PIPE SCHEDULE
1 G.P.H. SINGLE OUTLET
2 - 2 GPH = 24 GPH
DATE PALMS
6 @ 24"
6 @ 42"
5
2. 
ALL LATERAL PIPE TO BE SCH. 40 PVC, 1/2" DRIP 
SUBLATERAL-CL. 315 PVC)
3. 
MAINLINE PIPE TO BE SCHEDULE 40 PVC (SOLVENT WELD)- 
LESS
THAN 3" AND CLASS 200 PVC (RING-TITE) - 3" AND 
GREATER
SHRUBS
INSTALL VALVE BOX WITH TOP RIM ABOVE
FINISH GRADE - 1/2" IN DECOMPOSED
GRANITE AREAS - 1 1/2" IN TURF AREAS
24" LONG, #4 REBAR STAKE
SECURE IN 2 PLACES WITH
SCREW CLAMP
1.  ALL VALVE BOXES TO BE CARSON/BROOKS, AMETEK, OR EQUAL
TREE EMITTER (SEE EMITTER SCHEDULE)
FLOW (GPM)
22-30
13-22
8-13
4-8
0-4
2"
1-1/2"
1-1/4"
1"
3/4"
1/2"
PIPE SIZE
2-1/2"
50-70
3"
70-120
4"
120-200
30-50
FOR
SCH. 40 PVC
FLEXIBLE AND RIGID PIPE CONNECTIONS
PIPE CEMENT SHALL BE AS SPECIFIED BY MANUFACTURER FOR
MULTI OUTLET EMITTER IN VALVE BOX
EMITTER VALVE BOX SIZE: 6" DIA. RAINBIRD MODEL SEB-6X OR APPROVED EQUAL
ON PLANT SIZE (SEE EMITTER LAYOUT AND SCHEDULE)
ADDITIONAL OPENINGS AND EMISSION POINTS SHALL BE BASED
LOCATED TO DIRECT WATER FLOW TO PLANT ROOT BALL
EMITTER TUBING EMISSION POINTS SHALL BE EQUALLY SPACED AND
3"
12"
3
N.T.S.
NOTE:
1/2" PVC SCH. 40 FITTING
SINGLE OUTLET EMITTER
N.T.S.
4
LOCATE EMITTER NO MORE THAN 8"
FROM EDGE OF ROOTBALL
PLANT PIT (SIZE VARIES)
GRADE
FINISHED
1"
A MINIMUM OF THREE EMITTERS OPEN INITIALLY. 
1/2" SCH. 80 PVC FLEX HOSE (I.P.S.)
FLEX PVC CEMENT REQUIRED
2" DEPTH ROCK
1/2" PVC SCH. 40
MALE ADAPTER
ROOT BALL
PLANT PIT
GROUND COVER
PLANT
CENTER
NOTE:
PVC SCH. 40 FITTING
1/2" PVC SCH. 40 45° ELL
1/2" PVC CL 315 PIPE
12" MIN.
LOCATE EMITTER NO
MORE THAN 8" FROM
EDGE OF ROOTBALL
1" MAX.
1/4" DISTRIBUTION TUBING
SINGLE OUTLET EMITTER (INSTALL ON
UPHILL SIDE OF PLANT CENTER)
PIPE CEMENT SHALL BE AS SPECIFIED BY MANUFACTURER FOR ALL RIGID AND FLEX
PVC PIPE CONNECTIONS.
FINISHED GRADE - ROCK
GROUND COVER
90° ELL MAY BE USED IN LIEU OF 45° IF PLANTER WIDTH IS LESS
THAN REQUIRED FOR 45°
1/2" SCH. 80 PVC FLEX HOSE
(I.P.S.)
FLEX PVC CEMENT REQUIRED
1/4" DISTRIBUTION TUBING (5'
MAX.)
MULTI OUTLET EMITTER
LOCATE ON UPHILL SIDE OF
PLANT CENTER
1/2" PVC SCH. 40
MALE ADAPTER
DISTANCE FROM CENTER OF PLANT AS
INDICATED IN EMITTER SCHEDULE
90° SWIVEL OUTLET ELBOW AND
EMITTER TUBE EXTENSTION TO  SURFACE
(ALL OPEN OUTLETS)
6" DIA. VALVE BOX FILL
WITH PEA GRAVEL TO
SIDES OF EMITTER
4"-6" SHRUBS AND GROUND
COVER
2" DEPTH ROCK
GROUND COVER
PLANT CENTER
(TRUNK)
8
7
2
1
IRRIGATION DETAILS
DRAWN BY:
CHECKED BY:
SHEET TITLE:
REV.:
JR
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS
PROPRIETARY & CONFIDENTIAL TO AT&T WIRELESS
ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO AT&T
WIRELESS IS STRICTLY PROHIBITED
SEG
PRELIMINARY  FOR
REVIEW ONLY
1355 WEST UNIVERSITY DRIVE
MESA, AZ 85201-5419
AT&T
4551 EAST CARRIAGE WAY
GILBERT, AZ 85297
OWNERSHIP OF DOCUMENTS: THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS IN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF AT&T. AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR
OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF AT&T. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS UNLESS THEY HAVE THE APPROVAL OF THE LICENSED PROFESSIONAL IN WRITING.
10 CHURCH CIRCLE
ANNAPOLIS, MD 21401
L-5
DRAWN BY:
CHECKED BY:
DATE
REVISION DESCRIPTION
REV.
THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS
IN ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS AND
SPEC'S, UNLESS SPECIFICALLY STATED OTHERWISE, THE
MANUFACTURES EQUIPMENT INSTALLATION SPEC'S SHALL ALWAYS
BE VERIFIED BY THE CONTRACTOR BEFORE INSTALLATION
FA: 15456968                                       USID: 327660
PROJECT INFORMATION:
AZL01655
MC85
26103 W HIGHWAY 85
BUCKEYE, AZ 85326
MARICOPA COUNTY
3
07-01-25
1
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09-08-25
2
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09-25-25
3
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