Site Plan and Elevations

City of Chandler — Study Session (2023-06-26)

Extracted text (via pymupdf) 19932 characters

T-1
TITLE SHEET
1
RE-SUBMITTAL
JRS
MAY
RCY
2/6/23
MARICOPA COUNTY
980 N. COOPER ROAD
CHANDLER, AZ 85225
823089
CHANDLER CHEVRON
10/20/22
0
ISSUED FOR
SUBMITTAL
JRS
EXP. 12/31/25
2/06/23

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19382
RONALD C.
YOUNG
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2055 S. STEARMAN DRIVE
CHANDLER, AZ 85286
OFFICE: (602) 845-1722
1330 W. SOUTHERN AVE. SUITE A-102, TEMPE, ARIZONA, 85282
PHONE:
(480) 638-2600 FAX: (480) 638-2852
2/6/23
1
ISSUED FOR
RE-SUBMITTAL
JRS
Call Toll Free
1-800-782-5348
2 Working Days Before You Dig
ARIZONA BLUE STAKE, INC.
PROPOSED 8'-0" CMU WALL TO MATCH EXISTING BUILDING. PROPOSED T-MOBILE ANTENNA ARRAY ON PROPOSED 70' TALL MONOELM.
INSTALLATION OF (6) ANTENNAS AND (6) RADIOS. INSTALLATION OF PROPOSED T-MOBILE EQUIPMENT CABINETS ON PROPOSED CONCRETE
PAD INSIDE PROPOSED CMU COMPOUND. PROPOSED 400A ELECTRICAL SERVICE. INSTALLATION OF (2) HYBRID CABLES. REMOVAL OF (2)
EXISTING MESQUITE TREES.
PROJECT DESCRIPTION
PROJECT INFORMATION
980 N. COOPER ROAD
ADDRESS
DESIGN TYPE:
T-MOBILE / CROWN SITE NAME:
CITY:
STATE:
COUNTY:
T-MOBILE / CROWN SITE #:
A-3
NEW ELEVATIONS
0
MONOELM
CHANDLER CHEVRON
CONSULTING TEAM
A-1
T-1
NUMBER
MARICOPA
PH30529J / 823089
CHANDLER
AZ
INDEX OF DRAWINGS
OVERALL SITE PLAN
TITLE SHEET
NAME OF SHEET
0
0
REV.
A-2
NEW ENLARGED COMPOUND PLAN
0
TAKE SOUTHERN AVENUE TO PRIEST DRIVE AND TURN LEFT. PROCEED TO US 60 EAST AND
PROCEED EAST TO STAPLEY DRIVE EXIT. TAKE EXIT AND TURN RIGHT. PROCEED SOUTH TO RAY
ROAD. TURN RIGHT INTO PARKING LOT IMMEDIATELY AFTER RAY ROAD. SITE IS LOCATED BEHIND
BUILDING ON THE SOUTHWEST CORNER.
VICINITY MAP
NORTH
DRIVING DIRECTIONS
PROJECT AREA
LAT.: 33° 19' 12.01" N (33.320003°) NAD 83
COORDINATES
LONG.: 111° 48' 28.43" W (-111.807897°) NAD 83
CHANDLER, AZ 85225
APN#: 302-84-925
LAND DESCRIPTION OF SUBJECT PARCEL
ZONING: PAD
PROPERTY OWNER
JURISDICTION
CITY OF CHANDLER
2021 IBC
2020 NEC
CODE COMPLIANCE
CURRENT USE:
COMMERCIAL / UNMANNED WIRELESS
TELECOMMUNICATIONS FACILITY
NEW USE:
COMMERCIAL / UNMANNED WIRELESS
TELECOMMUNICATIONS FACILITY
COOPER & RAY ENTERPRISE INC
980 N. COOPER ROAD
CHANDLER, AZ 85225
YOUNG DESIGN CORP.
10245 E. VIA LINDA #211
SCOTTSDALE, AZ, 85258
CONTACT: JOHN SULTZBACH
PHONE: (480) 451-9609
ARCHITECT
CROWN CASTLE PROJECT TEAM
APPLICANT
ZONING MANAGER: HEATH REED
PHONE:
(480) 734-2431
EMAIL:
HEATH.REED@CROWNCASTLE.COM
SITE ACQUISITION MANAGER: RICHARD STANNARD
PHONE:
(480) 735-6954
EMAIL:
RICHARD.STANNARD@CROWNCASTLE.COM
CONSTRUCTION MANAGER: JOSHUA SAATHOFF
PHONE:
(919) 842-2563
EMAIL:
JOSHUA.SAATHOFF@CROWNCASTLE.COM
CONTACT: MICHAEL CAMPBELL
PHONE: (602) 616-8396
EMAIL: CAMPBELLAZ1@EARTHLINK.NET
SURVEY PACKAGE
0
A-3.1
NEW ELEVATIONS
0

RELOCATION SURVEY
LEGEND
VICINITY MAP
CHANDLER BLVD
823089
SURVEY PROCEDURES & EQUIPMENT
NTS
X
PB
RS
M
Additional Land
Building
Asphalt Pavement
Contour - Major
Contour - Minor
Easement
Guiderail
Jurisdiction Line
Property Line
Property Tie
Right of Way
Setback
Treeline
Wetland
Railroad Tracks
Centerline
Road Centerline
Stream
Stream (Directional)
Ditch
Channel
Fence
Cable UG
Combined Sewer
Cable TV & Elec
Cable, Elec, & Tele
Electric
Electric UG
Fiber
Fiber UG
Gas
Sewer
Storm
Telephone
Telephone UG
Unknown Utility
Water
Topo - High Point
Topo - Low Point
Breakline
Match line
Center of Tower
IP / Rebar
Monu- Found
Cased Monu
Cased Monu - Found
Traverse Point
Survey Point
Gravel
Dirt
Concrete
Retaining Wall
Stairs
Door / Gate
Double
Door / Gate
Gate - Sliding
Signs
Mailbox
Column
Utility Pole
Pole
Bollard
Metal Platform
Culvert
HVAC
Generator
Fuel Tanks
Traffic Signal Controller
Transformer (Aerial)
Transformer Pad
Catch Basin
Inlet
Utility Vault
Manhole
Handhole
Pull box
Pedestal
Riser
Meter
Valve
Cleanout
Junction Box
Pump Station
Utility Box
Controller
Property Tie
Fire Hydrant
Flag Pole
Shrub
Tree - Palm
Tree - Coniferous
Tree - Deciduous
Guyed Pole
CHEVRON RELO
980 N. COOPER ROAD
CHANDLER, AZ 85225
MARICOPA COUNTY
COORDINATES
For internal use
LABEL
LAT, LONG
SURVEY PERFORMED FOR:
SURVEY PERFORMED BY:
SURVEY COORDINATED BY:
SURVEYOR'S CERTIFICATION:
I hereby certify
CCTMO LLC, Crown Castle USA Inc., including its parents,
subsidiaries and affiliated entities, and XXXXXX Title Company
, that this map was
made under my direction as a licensed surveyor in the State of Arizona; field efort was
performed July of 2022.
LEASE AREA ZONING:
LEASE AREA FLOOD NOTE:
BEARING BASIS:
NOTES:
SITE INFORMATION:
Name
SITE LOCATED IN:
REV DATE
DESCRIPTION
DRWN
BUN
Address
County
SHEET:
1500 Corporate Drive
Canonsburg, PA 15317
Section 26, Township 1 South , Range 5 East
AMBIT CONSULTING
4645 S. Lakeshore Drive #14, Tempe, AZ 85282
Tele: (480) 659-4072
AMBIT CONSULTING
4645 S. Lakeshore Drive #14, Tempe, AZ 85282
Tele: (480) 659-4072
CHEVRON RELO
823089
980 N. COOPER ROAD
CHANDLER, AZ 85225
MARICOPA COUNTY
RELOCATION SURVEY
Parent Property
Tower Easement
Cable TV & Elec UG
Cable, Elec, & Tele UG
CONTENTS
The Accuracy Of This Survey Meets Or Exceeds The Minimum
Standards As Required By the State of Arizona.
Instruments Used:
Leica Global Positioning System
Leica Total Station
AREA SUMMARY
AREA
SQ. FT.
ACRES
ABBREVIATIONS
COVER SHEET
PRELIMINARY
UTILITY NOTE
1. Surveyor does not guarantee that all utilities are shown or their
locations are definite. It is the responsibility of the contractor and
developer to contact any involved agencies to locate all utilities
prior to construction. removal, relocation and/or replacement is the
responsibility of the contractor.
Any underground utilities located and shown hereon were
performed by GPRS.
ALL BEARINGS AND DISTANCES ARE BASED ON THE
ARIZONA CENTRAL STATE PLANE COORDINATE ZONE GRID.
TO DERIVE GROUND DISTANCES DIVIDE BY 0.99984666
GRID-TO-GROUND SCALE FACTOR NOTE
SITE LOCATION
RAY RD
WARNER RD
ARIZONA AVE
MCQUEEN RD
COOPER RD

POC
NE COR SEC 26
BRASS CAP IN HANDHOLE (MON 1)
REBAR WITH TAG 53145 (MON 2)
POT ACCESS AND
UTILITY EASEMENT
POT ACCESS AND
UTILITY EASEMENT
PROPERTY INFORMATION
PARENT PARCEL
ADJACENT PARCELS
1
Owner:
COOPER & RAY ENTERPRISE INC.
APN: 302-84-925
Deed: 20160939287
Address:
980 N. Cooper Road
Chandler, AZ 85225
2
3
APN: 302-84-926
SCALE
20
0
40 FT
PROPERTY OVERVIEW
SITE INFORMATION:
Name
SITE LOCATED IN:
REV DATE
DESCRIPTION
DRWN
BUN
Address
County
SHEET:
SURVEY PERFORMED FOR:
1500 Corporate Drive
Canonsburg, PA 15317
Section 26, Township 1 South , Range 5 East
CHEVRON RELO
823089
980 N. COOPER ROAD
CHANDLER, AZ 85225
MARICOPA COUNTY
RELOCATION SURVEY
APN: 302-84-945
1
2
3

POC
NE COR SEC 26
BRASS CAP IN
HANDHOLE (MON 1)
POB ACCESS AND UTILITY EASEMENT
POT ACCESS AND
UTILITY EASEMENT
POT ACCESS AND
UTILITY EASEMENT
S46°33'18"W
427.06'
S89°18'18"W
11.74'
S01°00'39"E
23.35'
S89°18'18"W
22.46'
N00°41'42"W
238.24'
S00°41'42"E
67.96'
N88°09'54"E
68.58'
N62°34'48"E
197.08'
S89°55'38"E
28.29'
POINT "A"
EASEMENT ACCESS OVERVIEW
SITE INFORMATION:
Name
SITE LOCATED IN:
REV DATE
DESCRIPTION
DRWN
BUN
Address
County
SHEET:
SURVEY PERFORMED FOR:
1500 Corporate Drive
Canonsburg, PA 15317
Section 26, Township 1 South , Range 5 East
CHEVRON RELO
823089
980 N. COOPER ROAD
CHANDLER, AZ 85225
MARICOPA COUNTY
RELOCATION SURVEY
SCALE
20
0
40 FT
Owner: Cooper & Ray
Enterprise Inc.
APN: 302-84-925
Deed: 20160939287
Zoning: PAD

S89°18'18"W
43.63'
S46°33'18"W
427.06'
S50°27'51"E
43.32'
S00°41'42"E
14.11'
S89°18'18"W
44.81'
N00°41'42"W
42.09'
S89°18'18"W
11.74'
23.35'
S89°18'18"W
22.46'
N00°41'42"W
238.24'
S00°41'42"E
67.96'
POB LEASE AREA
POB ACCESS AND
UTILITY EASEMENT
POINT "A"
SITE OVERVIEW
SITE INFORMATION:
Name
SITE LOCATED IN:
REV DATE
DESCRIPTION
DRWN
BUN
Address
County
SHEET:
SURVEY PERFORMED FOR:
1500 Corporate Drive
Canonsburg, PA 15317
Section 26, Township 1 South , Range 5 East
CHEVRON RELO
823089
980 N. COOPER ROAD
CHANDLER, AZ 85225
MARICOPA COUNTY
RELOCATION SURVEY
SCALE
5
0
10 FT
Owner: Cooper & Ray
Enterprose Inc.
APN: 302-84-925
Deed: 20160939287
Zoning: PAD

S46°33'18"W
427.06'
S50°27'51"E
43.32'
S00°41'42"E
14.11'
S89°18'18"W
44.81'
N00°41'42"W
42.09'
S89°18'18"W
11.74'
23.35'
S89°18'18"W
22.46'
N00°41'42"W
238.24'
S00°41'42"E
67.96'
POB LEASE AREA
POB ACCESS AND
UTILITY EASEMENT
POINT "A"
SITE OVERVIEW DETAIL
SITE INFORMATION:
Name
SITE LOCATED IN:
REV DATE
DESCRIPTION
DRWN
BUN
Address
County
SHEET:
SURVEY PERFORMED FOR:
1500 Corporate Drive
Canonsburg, PA 15317
Section 26, Township 1 South , Range 5 East
CHEVRON RELO
823089
980 N. COOPER ROAD
CHANDLER, AZ 85225
MARICOPA COUNTY
RELOCATION SURVEY
SCALE
5
0
10 FT
Owner: Cooper & Ray
Enterprose Inc.
APN: 302-84-925
Deed: 20160939287
Zoning: PAD

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1206
APN: 302-84-925
ZONING: PAD
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
E. RAY ROAD
N. COOPER ROAD
NEW 8'-0" HIGH CMU WALL AROUND NEW
TELECOMMUNICATION COMPOUND - BOTTOM 6
COURSES SHALL BE SPLIT FACE BLOCK -
REMAINING WALL SHALL BE STUCCO FINISH TO
MATCH EXISTING BUILDING - COLOR SHALL
MATCH THE EXISTING ADJACENT BUILDING
EXISTING BUILDING
EXISTING DRIVEWAY
PROPOSED 20'-0" WIDE
ACCESS / UTILITY EASEMENT
PROPOSED 20'-0" WIDE
ACCESS / UTILITY EASEMENT
EXISTING UTILITY EASEMENT
EXISTING DRIVEWAY
ZONING: PAD
ZONING: PAD
EXISTING CONCRETE SIDEWALK
PROPOSED 400A METERBANK ON
EXTERIOR OF PROPOSED CMU WALL -
METERBANK SHALL BE PAINTED TO
MATCH EXISTING ADJACENT BUILDING
EXISTING UNDERGROUND ELECTRICAL
LINE - TO REMAIN UNCHANGED
PROPOSED CROWN LEASE
AREA - 1423.5 SQUARE FEET
PROPOSED T-MOBILE ANTENNA ARRAY
ON PROPOSED 70'-0" TALL MONOELM
PROPOSED T-MOBILE EQUIPMENT
INSIDE PROPOSED COMPOUND
235'-9" SETBACK
125'-8" SETBACK TO PROPERTY LINE
24'-3" SETBACK
25'-0" SETBACK
299'-1" SETBACK TO COOPER ROAD CENTERLINE
OVERALL SITE PLAN
1
RE-SUBMITTAL
JRS
MAY
RCY
2/6/23
MARICOPA COUNTY
980 N. COOPER ROAD
CHANDLER, AZ 85225
823089
CHANDLER CHEVRON
10/20/22
0
ISSUED FOR
SUBMITTAL
JRS
EXP. 12/31/25
2/06/23

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19382
RONALD C.
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PROPOSED EXCESS FIBER
BOX MOUNTED ON PROPOSED
H-FRAME BELOW COVP
(2) PROPOSED 4'-0" WIDE TUBE
STEEL ACCESS GATES WITH SHEET
METAL BACKING (PAINT TO MATCH)
1206
BEC
SSC
12'-0" CONCRETE PAD
6"
10'-0" T-MOBILE LEASE AREA
14'-1" CROWN LEASE AREA \ CMU WALL
43'-4" CROWN LEASE AREA \ CMU WALL
11'-9" CROWN LEASE AREA \ CMU WALL
19'-4" CMU WALL
42'-1" CROWN LEASE AREA
8'-0" ACCESS GATES
14'-9" CMU WALL
EXISTING MESQUITE
TREE TO BE REMOVED
PROPOSED COVP MOUNTED
ON PROPOSED H-FRAME,
TYPICAL OF (2)
ROUTE (2) PROPOSED HCS 2.0
TRUNK CABLES ON PROPOSED
12" WIDE CABLE BRIDGE - ±
125'-0"
PROPOSED CIENA (TECLO
BOX) AND PPC MOUNTED
ON PROPOSED H-FRAME
PROPOSED TECH LIGHT SWITCH
PROPOSED TECH
LIGHT, TYPICAL OF (4)
PROPOSED 400A METERBANK ON
EXTERIOR OF PROPOSED CMU WALL -
METERBANK SHALL BE PAINTED TO
MATCH EXISTING ADJACENT BUILDING
EXISTING BUILDING
44'-10" CROWN LEASE AREA \ CMU WALL
NEW 8'-0" HIGH CMU WALL AROUND NEW
TELECOMMUNICATION COMPOUND - BOTTOM 6 COURSES
SHALL BE SPLIT FACE BLOCK - REMAINING WALL SHALL
BE STUCCO FINISH TO MATCH EXISTING BUILDING -
COLOR SHALL MATCH THE EXISTING ADJACENT BUILDING
9'-5" CABLE BRIDGE
8'-3" CABLE BRIDGE
3'-0"
PROPOSED POLE MOUNTED
T-MOBILE EME SIGNAGE
EXISTING MESQUITE
TREE TO BE REMOVED
PROPOSED T-MOBILE ANTENNA ARRAY
ON PROPOSED 70'-0" TALL MONOELM -
SEE ENLARGED VIEW THIS SHEET FOR
ANTENNA CONFIGURATION
PROPOSED T-MOBILE
EQUIPMENT CABINETS ON
PROPOSED CONCRETE PAD
15'-0" T-MOBILE LEASE AREA
8'-0" CONCRETE PAD
1206
PROPOSED ENLARGED COMPOUND PLAN
1
RE-SUBMITTAL
JRS
MAY
RCY
2/6/23
MARICOPA COUNTY
980 N. COOPER ROAD
CHANDLER, AZ 85225
823089
CHANDLER CHEVRON
10/20/22
0
ISSUED FOR
SUBMITTAL
JRS
EXP. 12/31/25
2/06/23

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19382
RONALD C.
YOUNG
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NEW ENLARGED COMPOUND PLAN
1
ANTENNA CONFIGURATION
3
NOT USED
2
4'
3'
2'
1'
0"
4'
22"x34" SCALE: 1/4" = 1'-0"
11"x17" SCALE: 1/8" = 1'-0"
0°
N O R T H
120°
240°
FRONT
SIDE
TOP
25.2"
95.9"
9.3"
6'-0" FACE WIDTH
NEW T-MOBILE ANTENNA ARRAY, (2)
ANTENNAS PER SECTOR, (3)
SECTORS, (6) TOTAL ANTENNAS
NEW RADIO HEADS MOUNTED
BEHIND (STACKED) NEW ANTENNA,
TYPICAL OF (2) PER SECTOR
NEW 70'-0" MONOELM AND NEW
T-MOBILE ANTENNA ARRAY -
BRANCHES NOT SHOWN FOR
CLARITY
2'
1'
0"
2'
22"x34" SCALE: 1/2" = 1'-0"
11"x17" SCALE: 1/4" = 1'-0"
2'
1'
0"
2'
22"x34" SCALE: 1/2" = 1'-0"
11"x17" SCALE: 1/4" = 1'-0"
(2) NEW T-MOBILE HCS PENDANT -
CABLE(S) SHALL BE ROUTED INSIDE
MONOELM TO ANTENNA ELEVATION
2'-3"
0°
N O R T H
120°
240°
TOP
FRONT
SIDE
38.2"
21.5"
5.9"
NEW PERFECT VISION
PV-MPM-TA16-6-HR2-AP7 ANTENNA
MOUNT, OR APPROVED EQUAL

NEW 8'-0" HIGH CMU WALL AROUND NEW
TELECOMMUNICATION COMPOUND - BOTTOM 6
COURSES SHALL BE SPLIT FACE BLOCK -
REMAINING WALL SHALL BE STUCCO FINISH TO
MATCH EXISTING BUILDING - COLOR SHALL
MATCH THE EXISTING ADJACENT BUILDING
EXISTING BUILDING
EXISTING MESQUITE TREES TO BE REMOVED
ALL PROPOSED CABLES SHALL BE
ROUTED INSIDE PROPOSED MONOELM
PROPOSED MONOELM
(70' OVERALL HEIGHT)
PROPOSED ANTENNA ARRAY, (2)
ANTENNAS PER SECTOR, (3) SECTORS,
(6) TOTAL ANTENNAS
(2)
PROPOSED HCS PENDANTS
PROPOSED ANTENNA MOUNT
ON PROPOSED MONOELM
PROPOSED RADIO HEADS, (2)
RADIO HEAD PER SECTOR, (3)
SECTORS, (6) TOTAL RADIO HEADS
EXISTING GRADE
70'-0" HIGHEST APPURTENANCE
65'-0" TOP OF PROPOSED MONOELM
61'-0" PROPOSED T-MOBILE RAD CENTER
AREA FOR FUTURE
ANTENNA ARRAY
AREA FOR FUTURE
ANTENNA ARRAY
41'-0" FUTURE CARRIER
51'-0" FUTURE CARRIER
NEW 8'-0" HIGH CMU WALL AROUND NEW
TELECOMMUNICATION COMPOUND - BOTTOM 6
COURSES SHALL BE SPLIT FACE BLOCK -
REMAINING WALL SHALL BE STUCCO FINISH TO
MATCH EXISTING BUILDING - COLOR SHALL
MATCH THE EXISTING ADJACENT BUILDING
EXISTING MESQUITE TREES TO BE REMOVED
EXISTING GRADE
(2) PROPOSED 4'-0" WIDE TUBE
STEEL ACCESS GATES WITH
SHEET METAL BACKING (PAINT
TO MATCH)
ALL PROPOSED CABLES SHALL BE
ROUTED INSIDE PROPOSED MONOELM
PROPOSED MONOELM
(70' OVERALL HEIGHT)
PROPOSED ANTENNA ARRAY, (2)
ANTENNAS PER SECTOR, (3) SECTORS,
(6) TOTAL ANTENNAS
(2)
PROPOSED HCS PENDANTS
PROPOSED ANTENNA MOUNT
ON PROPOSED MONOELM
PROPOSED RADIO HEADS, (2)
RADIO HEAD PER SECTOR, (3)
SECTORS, (6) TOTAL RADIO HEADS
70'-0" HIGHEST APPURTENANCE
65'-0" TOP OF PROPOSED MONOPELM
61'-0" PROPOSED T-MOBILE RAD CENTER
PROPOSED 400A METERBANK ON
EXTERIOR OF PROPOSED CMU WALL -
METERBANK SHALL BE PAINTED TO
MATCH EXISTING ADJACENT BUILDING
AREA FOR FUTURE
ANTENNA ARRAY
AREA FOR FUTURE
ANTENNA ARRAY
41'-0" FUTURE CARRIER
51'-0" FUTURE CARRIER
A-3
NEW ELEVATIONS
1
RE-SUBMITTAL
JRS
MAY
RCY
2/6/23
MARICOPA COUNTY
980 N. COOPER ROAD
CHANDLER, AZ 85225
823089
CHANDLER CHEVRON
10/20/22
0
ISSUED FOR
SUBMITTAL
JRS
EXP. 12/31/25
2/06/23

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19382
RONALD C.
YOUNG
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A
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2055 S. STEARMAN DRIVE
CHANDLER, AZ 85286
OFFICE: (602) 845-1722
1330 W. SOUTHERN AVE. SUITE A-102, TEMPE, ARIZONA, 85282
PHONE:
(480) 638-2600 FAX: (480) 638-2852
2/6/23
1
ISSUED FOR
RE-SUBMITTAL
JRS
2
WEST TOWER ELEVATION
4'
0"
4'
22"x34" SCALE: 3/16" = 1'-0"
11"x17" SCALE: 3/32" = 1'-0"
2'
ANTENNA CLEARANCE AND MOUNTING TO BE FIELD VERIFIED PRIOR TO
CONSTRUCTION WITH FINAL ANTENNA SPECIFICATIONS, MOUNTING
HARDWARE, AND RF DESIGN. ANTENNA PIPE MOUNT MODIFICATION MAY BE
REQUIRED.
PAINT ALL NEW ANTENNAS AND MOUNTING HARDWARE TO MATCH EXISTING,
PER LOCAL JURISDICTIONAL REQUIREMENTS, LIGHT REFLECTANCE VALUES
SHALL NOT EXCEED 75%.
IF JURISDICTION REQUIRES PAINTING (LIGHT REFLECTANCE VALUES SHALL
NOT EXCEED 75%):
DO NOT PAINT RRHS!
DO NOT TRAP OR BLOCK SAFETY CLIMB WITH EITHER THE COAX OR
EQUIPMENT. IF SAFETY CLIMB HAS BEEN PREVIOUSLY BLOCKED, CONTACT
THE CROWN CASTLE CONSTRUCTION MANAGER
SITE IS ACCESSIBLE BY MANLIFT ONLY
GENERAL NOTES
1
SOUTH TOWER ELEVATION
4'
0"
4'
22"x34" SCALE: 3/16" = 1'-0"
11"x17" SCALE: 3/32" = 1'-0"
2'

NEW 8'-0" HIGH CMU WALL AROUND NEW
TELECOMMUNICATION COMPOUND - BOTTOM
6 COURSES SHALL BE SPLIT FACE BLOCK -
REMAINING WALL SHALL BE STUCCO FINISH
TO MATCH EXISTING BUILDING - COLOR
SHALL MATCH THE EXISTING ADJACENT
BUILDING
EXISTING MESQUITE TREES TO BE REMOVED
EXISTING GRADE
ALL PROPOSED CABLES SHALL BE
ROUTED INSIDE PROPOSED MONOELM
PROPOSED MONOELM
(70' OVERALL HEIGHT)
PROPOSED ANTENNA ARRAY, (2)
ANTENNAS PER SECTOR, (3) SECTORS,
(6) TOTAL ANTENNAS
(2)
PROPOSED HCS PENDANTS
PROPOSED ANTENNA MOUNT
ON PROPOSED MONOELM
PROPOSED RADIO HEADS, (2)
RADIO HEAD PER SECTOR, (3)
SECTORS, (6) TOTAL RADIO HEADS
70'-0" HIGHEST APPURTENANCE
65'-0" TOP OF PROPOSED MONOPELM
41'-0" FUTURE CARRIER
PROPOSED 400A METERBANK ON EXTERIOR
OF PROPOSED CMU WALL - METERBANK
SHALL BE PAINTED TO MATCH EXISTING
ADJACENT BUILDING
AREA FOR FUTURE
ANTENNA ARRAY
AREA FOR FUTURE
ANTENNA ARRAY
61'-0" PROPOSED T-MOBILE RAD CENTER
51'-0" FUTURE CARRIER
NEW 8'-0" HIGH CMU WALL AROUND NEW
TELECOMMUNICATION COMPOUND - BOTTOM 6
COURSES SHALL BE SPLIT FACE BLOCK -
REMAINING WALL SHALL BE STUCCO FINISH TO
MATCH EXISTING BUILDING - COLOR SHALL
MATCH THE EXISTING ADJACENT BUILDING
EXISTING MESQUITE TREES TO BE REMOVED
EXISTING GRADE
ALL PROPOSED CABLES SHALL BE
ROUTED INSIDE PROPOSED MONOELM
PROPOSED MONOELM
(70' OVERALL HEIGHT)
PROPOSED ANTENNA ARRAY, (2)
ANTENNAS PER SECTOR, (3) SECTORS,
(6) TOTAL ANTENNAS
(2)
PROPOSED HCS PENDANTS
PROPOSED ANTENNA MOUNT
ON PROPOSED MONOELM
PROPOSED RADIO HEADS, (2)
RADIO HEAD PER SECTOR, (3)
SECTORS, (6) TOTAL RADIO HEADS
70'-0" HIGHEST APPURTENANCE
65'-0" TOP OF PROPOSED MONOPELM
61'-0" PROPOSED T-MOBILE RAD CENTER
AREA FOR FUTURE
ANTENNA ARRAY
AREA FOR FUTURE
ANTENNA ARRAY
41'-0" FUTURE CARRIER
51'-0" FUTURE CARRIER
A-3.1
NEW ELEVATIONS
1
RE-SUBMITTAL
JRS
MAY
RCY
2/6/23
MARICOPA COUNTY
980 N. COOPER ROAD
CHANDLER, AZ 85225
823089
CHANDLER CHEVRON
10/20/22
0
ISSUED FOR
SUBMITTAL
JRS
EXP. 12/31/25
2/06/23

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RONALD C.
YOUNG
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2055 S. STEARMAN DRIVE
CHANDLER, AZ 85286
OFFICE: (602) 845-1722
1330 W. SOUTHERN AVE. SUITE A-102, TEMPE, ARIZONA, 85282
PHONE:
(480) 638-2600 FAX: (480) 638-2852
2/6/23
1
ISSUED FOR
RE-SUBMITTAL
JRS
2
EAST TOWER ELEVATION
4'
0"
4'
22"x34" SCALE: 3/16" = 1'-0"
11"x17" SCALE: 3/32" = 1'-0"
2'
ANTENNA CLEARANCE AND MOUNTING TO BE FIELD VERIFIED PRIOR TO
CONSTRUCTION WITH FINAL ANTENNA SPECIFICATIONS, MOUNTING
HARDWARE, AND RF DESIGN. ANTENNA PIPE MOUNT MODIFICATION MAY BE
REQUIRED.
PAINT ALL NEW ANTENNAS AND MOUNTING HARDWARE TO MATCH EXISTING,
PER LOCAL JURISDICTIONAL REQUIREMENTS, LIGHT REFLECTANCE VALUES
SHALL NOT EXCEED 75%.
IF JURISDICTION REQUIRES PAINTING (LIGHT REFLECTANCE VALUES SHALL
NOT EXCEED 75%):
DO NOT PAINT RRHS!
DO NOT TRAP OR BLOCK SAFETY CLIMB WITH EITHER THE COAX OR
EQUIPMENT. IF SAFETY CLIMB HAS BEEN PREVIOUSLY BLOCKED, CONTACT
THE CROWN CASTLE CONSTRUCTION MANAGER
SITE IS ACCESSIBLE BY MANLIFT ONLY
GENERAL NOTES
1
NORTH TOWER ELEVATION
4'
0"
4'
22"x34" SCALE: 3/16" = 1'-0"
11"x17" SCALE: 3/32" = 1'-0"
2'