Extracted text (via pymupdf)
37207 characters
1-UA1/0T-C
(95')
1-UA1/0T-C
(138')
1-UA1/0T-C
(72')
1-UA1/0T-C
(129')
1-UA1/0T-C
(240')
1-UA1/0T-C
(77')
1-UA1/0T-C
(93')
1-UA1/0T-C
(114')
1-UA1/0T-C
(247')
1-UA1/0T-C
(83')
3-R336V-XX-ABC
121'
3-R336V-XX-ABC
75'
Continues
to
275100
Continues
to
275100
PRIMARY ID
NTS
Substation:
Feeder:
Wickenburg Substation
WB 06
Total connected KVA ~775KVA
Fuse: 65K (For each dip)
1-UA1/0T-C
(146')
1-UA1/0T-C
(146')
TX933900
75KVA - C
TX933823
75KVA - C
TX933824
75KVA - C
TX933825
50KVA - C
TX933827
50KVA - C
TX933830
50KVA - C
TX933829
50KVA - C
TX933828
50KVA - C
TX933826
75KVA - C
TX933822
75KVA - C
TX933821
75KVA - C
TX933899
75KVA - C
P275079
45-2W
FILE:
BY:
SCALE:
SHEET
DATE:
OF
07/28/2025
M.SOMMER
1:40
WA912172.DWG
1
9
JEFFERSON/ADAMS OH-UG
WA912172
VICINITY MAP
QUARTER SECTION GRID DATA
1/4
Sec
T
R
MAP#
07.0N
05.0W
12 NW
1/4
Sec
T
R
MAP#
1/4
Sec
T
R
MAP#
1/4
Sec
T
R
MAP#
1/4
Sec
T
R
MAP#
Call 811 or click Arizona811.com
Contact Arizona 811 at least two full
working days before you begin excavation
MOBILE:
INSPECTOR:
PHONE:
MOBILE:
CONTACT:
PHONE:
M.SOMMER
928-258-2754
C. OLSEN
602-809-2006
DATA MODIFIED PER FIELD CONDITIONS
DATE
DESCRIPTION
BY
REVISION
0'
SCALE: 1" = 40'
40'
20'
40'
80'
12/19/2025 11:23 AM DESIGN DRAWING SHALL BE PRINTED ON ANSI "D" SIZE (22"X34") PAPER.
aps
SLOPE=20:1 MAX.
FINAL GRADE
TOP CONDUIT
UNDER STORM DRAIN OR BOX CULVERT
ELECTRICAL CONDUIT CLEARANCES
FINAL GRADE
N.T.S.
OR BOX CULVERT
STORM DRAIN
APS
TELCO/TV
CROSSING SEPARATIONS
A.) EXISTING: 1' MIN
B.) PROPOSED : 2' MIN
APPROXIMATE GROUND
ROD LOCATION
POSITION THE LARGER DIAMETER SWEEPS
IN THE POSITIONS LOCATED FURTHEST
FROM THE SECONDARY TRANSFORMER
SPADES TO MAXIMIZE CABLE TRAINING
SPACE (WHERE CONDITIONS ALLOW).
STRADDLING PROPERTY LINE AND TRENCH
TRANSFORMER PAD WINDOW
SPACE ALLOTMENT FOR
LOW-VOLTAGE CABLES
IN CONDUIT
12"
8"
10"
4"
7"
CL
11"
8"
SPACE ALLOTMENT FOR
HIGH-VOLTAGE CABLES
IN CONDUIT
APACHE ST
WICKENBURG WAY
YAVAPAI ST
SANTA CRUZ ST
ADAMS - JEFFERSON ALLEY
ADAMS STREET
JEFFERSON STREET
CARY'S PIZZA
THIS
SITE
BOTTOM OF J-BOX
1-1/2" ± 1/2"
INSTALL TOP OF
J-BOX FLUSH
WITH FINAL
GRADE
8663, 8665
HEAVY DUTY POLYMER
JUNCTION BOX
GROUT
20-1/2" SMALL BOX"
32" LARGE BOX
12" SMALL BOX
18" LARGE BOX
13-1/2" SMALL BOX"
19" LARGE BOX
EQUIPMENT PAD
45°
24''
POST
LOCATION
EQUIPMENT
REMOVABLE
BARRIER
FRONT
REMOVABLE
LOCATION
BARRIER
POST
REAR
24''
MIN
36''
24''
24''
45°
45°
24''
45°
24''
24''
REMOVABLE
LOCATION
BARRIER
POST
REMOVABLE
LOCATION
BARRIER
POST
FIXED
LOCATION
BARRIER
POST
FIXED
LOCATION
BARRIER
POST
FIXED
LOCATION
BARRIER
POST
FIXED
LOCATION
BARRIER
POST
ISSUED-FOR-CONSTRUCTION
FINAL DESIGN
12/19/2025 M.S
CHECKED BY:
APS DESIGN PEER REVIEW
M. Sosnicki
11.21.25
AS-BUILT
AS
DRAWN
WITH
REDLINES
RESPONSIBLE
PERSON
DATE
FINAL JOB PACKAGE REVIEW
JOB: WA912172
FEEDER: WB 06
Source: S275079
Fuse 65K for each dip
JOINT TRENCH NOTES:
CHECK WITH THE LOCAL GAS COMPANY FOR BEDDING,
CONDUIT, & DEPTH REQUIREMENTS
GAS TO MAINTAIN MIN. 12" VERTICAL SEPARATION FROM ALL
ELECTRIC CONDUITS.
CABLE TV WILL TIE 3/4" SERVICE CONDUITS.
TELCO WILL TIE 1" ORANGE CONDUITS.
8" SHADE BETWEEN GAS, CABLE, & TELCO WILL BE PROVIDED.
A MIN. OF 36" COVER IS REQUIRED OVER ALL FACILITIES IN CITY
& COUNTY RIGHT OF WAYS.
CUSTOMER TO INSTALL APS PROVIDED ELECTRONIC MARKERS
AT ALL CONDUIT STUBOUTS.
CONSTRUCTION NOTES FOR 1/0 TRAFFIC BEARING PULL BOX
CONSTRUCTION NOTES:
1. REQUIRED EXCAVATION SIZE FOR THE NEW PULLBOX IS 72"
X 96" X 20". COMPLETE EXCAVATION PRIOR TO DELIVERY OF
THE TRAFFIC BEARING PULL BOX. UTILITY VAULT WILL SET
PULL BOX IN THE EXCAVATION AT TIME OF DELIVERY. FOR
SCHEDULING DELIVERY CONTACT UTILITY VAULT
(480-963-2678) FIVE WORKING DAYS AHEAD.
2. INSTALL PULLBOX (UTILITY VAULT DRAWING # 4Y1028-1),
ADJUST FRAME AND LID TO MATCH EXISTING OR PROPOSED
GRADE.
3. BACKFILL WITH 5000 PSI CONCRETE TO FINAL GRADE IF
FINAL GRADE IS CONCRETE OR NATIVE SOIL. FINISH
SURFACE OF CONCRETE.
4. IF PULL BOX IS BEING INSTALLED IN ASPHALT, THIS
BACKFILL METHOD CAN BE USED. BACKFILL WITH 5000 PSI
CONCRETE TO 3” BELOW FINAL GRADE THEN COMPLETE
BACKFILLING WITH ASPHALT UP TO FINAL GRADE.
5. FOR FINAL INSTALLATION OF STEEL COVERS, REPLACE
MANUFACTURER SUPPLIED STEP WASHERS WITH A SINGLE
COIL, HELICAL, SPLIT, GALVANIZED LOCK WASHER, APN#
33007142. THE GALVANIZED SQUARE LOCKNUT HAS AN
ADJUSTABLE NYLON INSERT. MAKE SURE THIS LOCKNUT IS
ADJUSTED. TURN THE INSERT INTO THE NUT UNTIL THE TIP
OF THE INSERT IS FLUSH WITH THE THREADS ON THE INSIDE
OF THE NUT. ALSO, CLEAN THREADS ON ALL NUTS AND
BOLTS PER MANUFACTURER'S (LOCTITE) RECOMMENDATIONS
AND APPLY "LOCTITE" #271 LIQUID THREADLOCKER TO BOLT
THREADS. TORQUE BOLTS TO 50 FT LBS.
NOTE: PULL BOX ORDERED ON PO # :
(revised 07/10/2014)
XXXXXX
TYPICAL J-BOX CONDUIT LAYOUT
SEC
SVC
SVC
SVC
14" SM. BOX
20" MED. BOX
23" LG. BOX
5" SM. BOX
7" MED. BOX
9" LG. BOX
IN J-BOX DETAIL
STREET LIGHT GROUND ROD
FINISH GRADE
GR. ROD
24" MIN. TO
TOP OF
CONDUIT
WHEN J-BOX IS USED AS
SOURCE FOR STREETLIGHTS
OR DUSK TO DAWN LIGHTS,
GROUND ROD TO BE
INSTALLED HERE.
NOTE:
All transformers SHALL have barrier post. And
inverted medium j-box under concrete pad.
SIDE VIEW
FINAL GRADE
NOTE 4
04202900
4''
1-1/2''
55-1/2''
32''
68''
CONSTRUCTION NOTES:
1.
THIS GRAY POLYMER CONCRETE HILLHOLDER WEIGHS
APPROXIMATELY 320 POUNDS ASSEMBLED AND IS FOR
USE IN HILLY TERRAIN.
2.
REPLACEMENT HARDWARE MUST BE STAINLESS STEEL.
3.
SIX 1/2"-13NCX 1" LIFTING EYES ARE MANUFACTURER
PROVIDED. THE HILLHOLDER MAY BE ASSEMBLED IN
PLACE OR LIFTED INTO PLACE PREASSEMBLED. WHEN
INSTALLED AS AN ASSEMBLED UNIT, USE ONE EYE FROM
EACH SECTION FOR LIFTING.
4.
INSTALL BOTTOM EDGES OF THE HILLHOLDER LEVEL, TO
A MINIMUM DEPTH OF FOUR INCHES, WHILE ENSURING
THE TOP OF THE BACK SECTION OF THE HILLHOLDER IS
EVEN WITH OR ABOVE THE HIGHEST SURROUNDING
GRADE.
5.
IT MAY BE NECESSARY TO INSTALL REBAR AT THE INSIDE
OF THE BACK WALL TO SECURE THE HILLHOLDER.
DIVISION ENGINEERING SHALL DETERMINE IF REBAR IS
NEEDED, AND THE DEPTH IT IS TO BE DRIVEN. REBAR APN
NUMBERS AND LENGTHS ARE:
32906537
38"
32906538
46"
32906539
64"
6.
THE FRONT OF THE TRANSFORMER [AD SHALL BE SET
EVEN WITH THE FRONT EDGE OF THE HILLHOLDER. USE
PREMIX PROVIDED TO INSTALL 1 INCH OF GROUT
BETWEEN TRANSFORMER AND HILLHOLDER WALLS.
SINGLE PHASE HILLHOLDER
SPEC : 7940
WHEN J-BOX IS USED AS
SOURCE FOR STREETLIGHTS
OR DUSK TO DAWN LIGHTS,
GROUND ROD TO BE
INSTALLED HERE.
GR. ROD
STREET LIGHT GROUND ROD
OUTSIDE OF J-BOX DETAIL
BASE MOUNTED
6
5
6
505-49-009
505-49-010
505-51-030
505-51-029
505-51-049
23
3
22
505-49-006
505-49-001
505-51-031A
505-51-023B
505-51-046
505-51-022
505-49-002
505-49-011
1
505-51-025
23
505-51-023A
4
1
505-51-032A
505-51-047A
505-51-043
12
5
505-49-012
505-51-048
505
505-51-035
3
2
505-51-027
505-51-045
4
2
505-49-007
505-51-028
505-51-026
505-51-024A
US-60
HENDERSON ST
WICKENBURG WAY
Getting fed by
alt source down
by Blue's
Plumbing/Habitat
for humanity.
Cary's
Pizza
P
1-UA4/0BV-3"
103'
1-UA4/0B-3"
114'
1-C006AL
265'
1-C006AL
138'
1-C006AL
185'
1-C006AL
178'
1-A4/0A
86'
1-C006AL
124'
1-A001V-XX-B
128'
1-A001V-XX-B
128'
Continues to
Pole 275427
Continues to
Pole 275429
1-A006AL
New alt feed for street lights
Indian
Creek
S
S
S
S
S
S
S
P
1-UA1/0AV-3"
47'
1-UA4/0BV-3"
35'
1-UA4/0BV-3"
83'
Run conduit - to
existing meter
panel but do not
pull wire or
energize
1-UA4/0E-3"
60'
1-UA4/0BV-3"
44'
1-UA1/0T-2"
84'
1-UA1/0AL-2.5"
8'
1-UA1/0AL-3"
120'
1-UA1/0AL-2.5"
7'
1-UA1/0AL-2.5"
8'
1-UA4/0B-3"
204'
West side of
stairs
1-UA4/0E-3"
26'
C3"
29'
1-UA4/0BV-3"
16'
1-UA4/0BV-3"
24'
1 UA1/0AV 3
47'
1-UA4/0BV-3"
16'
13'
1-UA4/0BV-3"
15'
1-UA4/0E-3"
149'
1-UA4/0BV-3"
24'
1-UA4/0BV-3"
14'
TX933900
75KVA - C
TX933899
75KVA - C
275927
23.5G
275918
23.5G
281605
23.5G
275531
35-5
275532
23.5G
281604
23.5G
281603
23.5G
275920
23.5G
281602
23.5G
275428
40-5
21
22
23
24
06
25
06
26
26
27
FILE:
BY:
SCALE:
SHEET
DATE:
OF
07/28/2025
M.SOMMER
1:40
WA912172.DWG
2
9
JEFFERSON/ADAMS OH-UG
WA912172
VICINITY MAP
QUARTER SECTION GRID DATA
1/4
Sec
T
R
MAP#
07.0N
05.0W
12 NW
1/4
Sec
T
R
MAP#
1/4
Sec
T
R
MAP#
1/4
Sec
T
R
MAP#
1/4
Sec
T
R
MAP#
Call 811 or click Arizona811.com
Contact Arizona 811 at least two full
working days before you begin excavation
MOBILE:
INSPECTOR:
PHONE:
MOBILE:
CONTACT:
PHONE:
M.SOMMER
928-258-2754
C. OLSEN
602-809-2006
DATA MODIFIED PER FIELD CONDITIONS
COORDINATE WITH WO#
Curbs and Sidewalks
SIDEWALKS AND CURBS INSTALLED PRIOR TO THE
COMPLETION OF APS CONSTRUCTION, WHICH MAY
INTERFERE WITH APS CONSTRUCTION, WILL BE
REPAIRED AT CUSTOMER'S EXPENSE.
Revisions
THERE WILL BE A CHARGE TO THE CUSTOMER FOR
CHANGES MADE AT THE REQUEST OF THE CUSTOMER TO
THE FINAL DESIGN.
Easements
TRENCH, CONDUIT, AND ANY OTHER FACILITIES
INSTALLED PRIOR TO OBTAINING EASEMENTS IS AT THE
RISK OF THE CUSTOMER. IF THE FINAL DESIGN MUST
CHANGE BECAUSE EASEMENTS CANNOT BE GRANTED,
THE CUSTOMER IS RESPONSIBLE FOR ALL COST AND
INSTALLATION ASSOCIATED WITH THE CHANGE.
Permits
APS WILL SUBMIT PERMITS. CONTRACTOR MUST SHOW
PROOF OF BOND AND SIGN PERMITS PRIOR TO STARTING
WORK.
Existing Underground Electric Lines
THE LOCATION OF LINES IS APPROXIMATE AND THE
AS-BUILT LOCATIONS IN THE FIELD MAY BE DIFFERENT.
CUSTOMER TO PROVIDE & INSTALL:
GENERAL CONSTRUCTION NOTES
STAKING PROPERTY CORNERS WITH OFFICIAL SURVEY
CAPS, ELEVATIONS AND GRADES. THERE IS A RESTAKING
FEE IF RESURVEYING IS REQUIRED DUE TO APS SURVEY
STAKES BEING DESTROYED IN THE FIELD.
ALL APPROVED TRENCH & CONDUIT MATERIALS
IN COMPLIANCE WITH THE A.P.S. TRENCH AGREEMENT &
THE TRANSMISSION & DISTRIBUTION CONSTRUCTION
STANDARDS, UNLESS OTHERWISE NOTED.
EQUIPMENT PADS (EXCEPT 3-PHASE TRANSFORMER
PADS), J-BOXES, PULL BOXES, FLAT STRAP AND
MANHOLES UNLESS NOTED OTHERWISE. PLEASE
CONTACT CSR TO ARRANGE TO PICK UP YOUR MATERIAL.
2.
1.
1.
APS TO PROVIDE, CUSTOMER TO INSTALL
ISSUED-FOR-CONSTRUCTION
FINAL DESIGN
11/20/2025
M.SOMMER
TRENCH & EQUIPMENT LOCATIONS
T&C FINAL
APPROVED AS
DESIGNED
APPROVED AS
RED LINED
REVISION
REQUIRED
ANY DESIGN CHANGES TO FINAL DRAWINGS ARE
SUBJECT TO A HOURLY REDESIGN FEE.
(ie: REPLAT OR CUSTOMER CHANGES)
NOTE:
DATE
DEVELOPER
SIGNATURE
11/20/2025
M.SOMMER
DATE
DESCRIPTION
BY
REVISION
0'
SCALE: 1" = 40'
40'
20'
40'
80'
12/19/2025 11:24 AM DESIGN DRAWING SHALL BE PRINTED ON ANSI "D" SIZE (22"X34") PAPER.
aps
CHECKED BY:
APS DESIGN PEER REVIEW
M. Sosnicki
11.21.25
AS-BUILT
AS
DRAWN
WITH
REDLINES
RESPONSIBLE
PERSON
DATE
TRENCH & CONDUIT
OH FACILITIES
UG FACILITIES
STREET LIGHTS
OTHER WORK
FINAL JOB PACKAGE REVIEW
JOB: WA912172
FEEDER: WB 06
Source: S275079
APACHE ST
WICKENBURG WAY
YAVAPAI ST
SANTA CRUZ ST
ADAMS - JEFFERSON ALLEY
ADAMS STREET
JEFFERSON STREET
CARY'S PIZZA
THIS
SITE
Installs
MATCH LINE "A"
4
37
6
5
505-49-008
505-49-009
505-49-010
505-49-003B
505-48-033
505-51-030
505-51-029
505-49-006
505-49-001
505-51-033
505-51-031A
505-48-159
505-48-160
505-48-162A
505-48-143
505-49-002
505-49-011
8
1
505-50-138
505-51-025
505-48-157
505-48-162B
505-48-164
505-48-142
505-48-139
505-51-034
505-48-141
505-48-138
7
10
10,12
505-48-140
505-49-005A
505-50-137
505-51-032A
505-50-140
505-50-141
5
505-48-158
12
9
5
505-48-165
505-48-032
505-49-012
505-50-139
505-51-035
3
505-51-027
4
2
505-49-007
505-51-028
505-51-026
APACHE ST
US-60
YAVAPAI ST
WICKENBURG WAY
N ST
Funeral Home
Getting fed by
alt source down
by Blue's
Plumbing/Habitat
for humanity.
Cary's
Pizza
P
P
1-UA4/0BV-3"
13'
1-UA1/0AV-3"
15'
1-UA1/0AV-3"
39'
1-UA4/0BV-3"
103'
This is already
underground at
the pole need to
sweep into xfer
1-UA4/0B-3"
114'
1-C006AL
265'
1-C006AL
138'
Indian
Creek
S
S
S
S
S
S
S
S
S
S
S
S
S
P
P
P
1-UA4/0BV-3"
39'
1-UA4/0E-3"
110'
1-UA4/0BV-3"
31'
1-UA4/0EV-3"
148'
1-UA4/0BV-3"
79'
1-UA4/0BV-3"
119'
1-UA4/0BV-3"
63'
1-UA4/0BV-3"
62'
1-UA1/0T-2"
247'
1-UA4/0BV-3"
42'
1-UA4/0BV-3"
94'
1-UA1/0T-2"
247'
1-UA1/0AV-3"
47'
1-UA4/0BV-3"
35'
1-UA4/0BV-3"
151'
1-UA4/0BV-3"
83'
Run conduit - to
existing meter
panel but do not
pull wire or
energize
1-UA4/0E-3"
60'
1-UA4/0BV-3"
44'
1-UA1/0T-2"
84'
1-UA1/0AL-2.5"
8'
1-UA1/0AL-3"
120'
1-UA1/0AL-2.5"
7'
1-UA1/0AL-2.5"
8'
1-UA1/0T-2"
114'
1-UA4/0B-3"
204'
West side of
stairs
1-UA4/0E-3"
26'
C3"
29'
1-UA4/0BV-3"
16'
1-UA4/0BV-3"
24'
1-UA1/0AV-3"
47'
Smaller wire
needed for older
meter -
weatherhead
1-UA4/0E-3"
105'
1-UA4/0BV-3"
67'
1-UA4/0BV-3"
78'
J-Box near
cactus
1-UA4/0E-3"
44'
`
1-UA1/0T-2"
152'
1-UA4/0BV-3"
78'
1-UA4/0BV-3"
82'
SES for
Funeral
home
near the
old
loading
dock/Garage
1-UA1/0AV-3"
23'
1-UA4/0BV-3"
16'
1-UA4/0BV-3"
13'
1-UA4/0BV-3"
15'
1-UA4/0BV-3"
76'
1-UA4/0E-3"
149'
1-UA4/0BV-3"
24'
1-UA4/0BV-3"
14'
TX933823
75KVA - C
TX933900
75KVA - C
TX933822
75KVA - C
TX933821
75KVA - C
TX933899
75KVA - C
275927
23.5G
275918
23.5G
281605
23.5G
275531
35-5
275532
23.5G
12
17
18
19
20
21
22
23
24
06
25
06
26
26
WI28
FILE:
BY:
SCALE:
SHEET
DATE:
OF
07/28/2025
M.SOMMER
1:40
WA912172.DWG
3
9
JEFFERSON/ADAMS OH-UG
WA912172
VICINITY MAP
QUARTER SECTION GRID DATA
1/4
Sec
T
R
MAP#
07.0N
05.0W
12 NW
1/4
Sec
T
R
MAP#
1/4
Sec
T
R
MAP#
1/4
Sec
T
R
MAP#
1/4
Sec
T
R
MAP#
Call 811 or click Arizona811.com
Contact Arizona 811 at least two full
working days before you begin excavation
MOBILE:
INSPECTOR:
PHONE:
MOBILE:
CONTACT:
PHONE:
M.SOMMER
928-258-2754
C. OLSEN
602-809-2006
DATA MODIFIED PER FIELD CONDITIONS
DATE
DESCRIPTION
BY
REVISION
0'
SCALE: 1" = 40'
40'
20'
40'
80'
12/19/2025 11:24 AM DESIGN DRAWING SHALL BE PRINTED ON ANSI "D" SIZE (22"X34") PAPER.
aps
APACHE ST
WICKENBURG WAY
YAVAPAI ST
SANTA CRUZ ST
ADAMS - JEFFERSON ALLEY
ADAMS STREET
JEFFERSON STREET
CARY'S PIZZA
THIS
SITE
MATCH LINE "A"
Installs
MATCH LINE "B"
180
24
505-48-155A
505-48-149
505-48-016B
505-48-148
505-48-022
37
505-48-033
505-48-135
27
29
30
505-48-023
505-48-025
505-48-026
1
505-48-130A
505-48-166
505-48-134
35
505 49 161
505-48-159
505-48-152A
505-48-160
505-48-162A
505-48-150
505-48-143
505-48-031
505-48-157
505-48-162B
505-48-145
22
32
505-48-020
505-48-142
505-48-139
505-48-028
505-51-034
505-48-132
505-48-136
505 49 155
505-48-146
505-48-141
505-48-138
505-48-140
505-49-005A
21
505-48-117A
505-48-156
505-48-116A
505-48-158
505-48-154
21
28
31
36
505-48-019
505-48-024
505-48-027
505-48-032
33
505-48-133
505-48-137
505-48-120
505-48-147
505-48-029
505-48-131A
505-48-144
23
34
505-48-021
505-48-030
APACHE ST
YAVAPAI ST
JEFFERSON ST
ADAMS ST
Wickenburg
Funeral Home
Continues
to
275100
Continues
to
275058
3-R336V-XX-ABC
121'
121'
3-R336V-XX-ABC
75'
3-R336V-XX-ABC
121'
3-R336V-XX-ABC
75'
P
P
P
P
1-UA1/0T-2"
94'
2-UA4/0BV-3"(2)
47'
1-UA4/0BV-3"
121'
1-UA4/0BV-3"
13'
1-UA1/0AV-3"
39'
This is already
underground at
the pole need to
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
P
P
P
P
P
P
1-UA1/0T-2"
241'
1-UA1/0AL-2.5"
7'
139'
1-UA4/0BV-3"
46'
1-UA4/0BV-3"
25'
1-UA4/0BV-3"
89'
1-UA4/0EV-3"
112'
1-UA4/0BV-3"
18'
1-UA4/0BV-3"
47'
1-UA4/0BV-3"
29'
2-UA4/0BV-3"(2)
47'
1-UA4/0BV-3"
44'
1-UA4/0BV-3"
64'
1-UA4/0BV-3"
28'
1-UA4/0BV-3"
29'
1-UA1/0T-2"
73'
1-UA1/0T-2"
85'
1-UA4/0BV-3"
101'
1-UA4/0BV-3"
47'
1-UA4/0E-3"
47'
1-UA4/0BV-3"
107'
1-UA4/0BV-3"
106'
1-UA1/0T-2"
147'
1-UA4/0BV-3"
93'
1-UA4/0BV-3"
107'
1-UA4/0BV-3"
39'
1-UA4/0E-3"
110'
1-UA4/0BV-3"
31'
1-UA4/0EV-3"
148'
1-UA4/0BV-3"
79'
1-UA4/0BV-3"
119'
1-UA4/0BV-3"
63'
1-UA4/0BV-3"
62'
1-UA1/0T-2"
247'
1-UA4/0BV-3"
42'
1-UA4/0BV-3"
94'
1-UA1/0T-2"
247'
Smaller wire
needed for older
meter -
weatherhead
1-UA4/0E-3"
105'
1-UA4/0BV-3"
67'
1-UA4/0BV-3"
78'
J-Box near
cactus
1-UA4/0E-3"
44'
`
1-UA1/0T-2"
152'
1-UA4/0BV-3"
78'
1-UA4/0BV-3"
82'
1-UA4/0BV-3"
37'
SES for
Funeral
home
near the
old
loading
dock/Garage
Extend
Secondary
from
275058
to re-feed
the dip
pole
street
light
Double
Dip
This is
the
multi-pack
1-UA1/0AV-3"
23'
1-UA4/0B-3"
38'
1-UA4/0BV-3"
45'
1-UA4/0BV-3"
43'
1-UA4/0BV-2.5"
52'
1-UA4/0BV-2.5"
60'
1-UA4/0BV-2.5"
60'
48LM
Barrier
post
for
each
xfer
53
1-UA4/0B-3"
38'
TX933827
TX933826
75KVA - C
TX933825
50KVA - C
TX933824
75KVA - C
TX933823
75KVA - C
TX933822
75KVA - C
75KVA - C
01
02
03
04
05
08
14
06
15
16
12
17
18
19
S275071
10.75
P275079
45-2W
FILE:
BY:
SCALE:
SHEET
DATE:
OF
07/28/2025
M.SOMMER
1:40
WA912172.DWG
4
9
JEFFERSON/ADAMS OH-UG
WA912172
VICINITY MAP
QUARTER SECTION GRID DATA
1/4
Sec
T
R
MAP#
07.0N
05.0W
12 NW
1/4
Sec
T
R
MAP#
1/4
Sec
T
R
MAP#
1/4
Sec
T
R
MAP#
1/4
Sec
T
R
MAP#
Call 811 or click Arizona811.com
Contact Arizona 811 at least two full
working days before you begin excavation
MOBILE:
INSPECTOR:
PHONE:
MOBILE:
CONTACT:
PHONE:
M.SOMMER
928-258-2754
C. OLSEN
602-809-2006
DATA MODIFIED PER FIELD CONDITIONS
DATE
DESCRIPTION
BY
REVISION
0'
SCALE: 1" = 40'
40'
20'
40'
80'
12/19/2025 11:24 AM DESIGN DRAWING SHALL BE PRINTED ON ANSI "D" SIZE (22"X34") PAPER.
aps
APACHE ST
WICKENBURG WAY
YAVAPAI ST
SANTA CRUZ ST
ADAMS - JEFFERSON ALLEY
ADAMS STREET
JEFFERSON STREET
CARY'S PIZZA
THIS
SITE
Installs
MATCH LINE "C"
MATCH LINE "B"
19
A11
505-48-089B
505-48-127
505-48-123
505-48-050A
505-49-160
505-48-155A
505
A2
505-48-135
505-49-151
17
1
A10
505-48-091B
505-48-130A
505-48-086A
505-48-166
505-48-134
505-48-126
505-48-122
505-49-159
A12
505-49-161
505-48-152A
505-48-150
4
1
505-48-169A
505-48-167
505-48-115
505-48-094B
505-48-121
505-48-157
505-48-114A
505-48-132
505-48-136
17
A1
23
A3
A4
A6
505-48-048A
505-49-150
505-48-055
505-49-152
505-49-153
505-49-155
3
505-48-168A
21
A8
21
505-48-097A
505-48-089C
505-48-054A
505-48-117A
505-49-157
505-48-156
505-48-116A
505-48-158
505-48-154
4
505-48-093A
A7
505-48-129
505-48-128
505-48-133
505-48-125
505-48-137
505-48-120
505-49-156
7
37
10
A9
A5
505-48-096A
505-48-131A
505-48-087A
505-48-124
505-49-158
505-49-154
505-49-174
YAVAPAI ST
SANTA CRUZ ST
ADAMS ST
Wickenburg
Funeral Home
Continues
to
275100
Continues
to
275058
3-R336V-XX-ABC
121'
121'
3-R336V-XX-ABC
75'
3-R336V-XX-ABC
121'
3-R336V-XX-ABC
75'
Install J-box near base of Pole
275065 to re-feed service lines that
run over to the water tank from that
dip
Notify town for EMS systems
P
P
P
1-UA1/0T-2"
94'
2-UA4/0BV-3"(2)
47'
1-UA4/0BV-3"
121'
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
P
P
P
P
P
P
P
P
1-UA1/0T-2"
241'
1-UA4/0E-3"
182'
1-UA4/0BV-3"
80'
1-UA4/0BV-3"
68'
1-UA4/0BV-3"
50'
1-UA4/0BV-3"
62'
1-UA4/0BV-3"
76'
1-UA4/0B-3"
168'
1-UA4/0BL-2.5"
8'
1-UA1/0AL-2.5"
7'
1-UA1/0T-2"
77'
1-UA1/0T-2"
139'
1-UA4/0E-3"
82'
1-UA4/0BV-3"
46'
1-UA4/0BV-3"
25'
1-UA4/0BV-3"
52'
1-UA4/0BV-3"
95'
1-UA4/0BV-3"
89'
1-UA4/0EV-3"
112'
1-UA4/0BV-3"
18'
1-UA4/0BV-3"
47'
1-UA4/0BV-3"
29'
2-UA4/0BV-3"(2)
47'
1-UA4/0BV-3"
44'
1-UA4/0BV-3"
64'
1-UA4/0BV-3"
28'
1-UA4/0BV-3"
29'
1-UA1/0T-2"
73'
1-UA1/0T-2"
85'
1-UA4/0BV-3"
101'
1-UA4/0BV-3"
47'
1-UA4/0E-3"
47'
1-UA4/0BV-3"
107'
1-UA4/0BV-3
106'
1-UA1/0T-2"
147'
1-UA4/0BV-3"
93'
1-UA4/
10
1
1-UA4/0BV-3"
37'
SES for
Funeral
home
near the
old
loading
dock/Garage
Extend
Secondary
from
275058
to re-feed
the dip
pole
street
light
Double
Dip
This is
the
multi-pack
Hill Holder
7940
1-UA4/0E-3"
97'
1-UA4/0B-3"
38'
1-UA4/0BV-3"
45'
1-UA4/0BV-3"
43'
Need to
go up and
around
due to
shed/concrete
1-UA4/0BV-3"
47'
1-UA4/0BV-3"
80'
1-UA4/0E-3"
129'
1-UA4/0BV-2.5"
52'
1-UA4/0BV-2.5"
60'
1-UA4/0BV-2.5"
60'
1-UA4/0BV-3"
72'
1-UA4/0BV-3"
106'
48LM
48LM
Barrier
post
for
each
xfer
1-UA4/0BV-3"
53'
1-UA4/0B-3"
38'
TX933830
50KVA - C
TX933829
50KVA - C
TX933828
50KVA - C
TX933827
50KVA - C
TX933826
75KVA - C
TX933825
50KVA - C
TX933824
75KVA - C
TX933823
75KVA - C
01
02
03
04
05
06
07
08
09
10
11
12
13
14
06
15
S275071
10.75
S275059
10.75
P275079
45-2W
FILE:
BY:
SCALE:
SHEET
DATE:
OF
07/28/2025
M.SOMMER
1:40
WA912172.DWG
5
9
JEFFERSON/ADAMS OH-UG
WA912172
VICINITY MAP
QUARTER SECTION GRID DATA
1/4
Sec
T
R
MAP#
07.0N
05.0W
12 NW
1/4
Sec
T
R
MAP#
1/4
Sec
T
R
MAP#
1/4
Sec
T
R
MAP#
1/4
Sec
T
R
MAP#
Call 811 or click Arizona811.com
Contact Arizona 811 at least two full
working days before you begin excavation
MOBILE:
INSPECTOR:
PHONE:
MOBILE:
CONTACT:
PHONE:
M.SOMMER
928-258-2754
C. OLSEN
602-809-2006
DATA MODIFIED PER FIELD CONDITIONS
DATE
DESCRIPTION
BY
REVISION
0'
SCALE: 1" = 40'
40'
20'
40'
80'
12/19/2025 11:24 AM DESIGN DRAWING SHALL BE PRINTED ON ANSI "D" SIZE (22"X34") PAPER.
aps
APACHE ST
WICKENBURG WAY
YAVAPAI ST
SANTA CRUZ ST
ADAMS - JEFFERSON ALLEY
ADAMS STREET
JEFFERSON STREET
CARY'S PIZZA
THIS
SITE
MATCH LINE "C"
Installs
1-R002V-XX-C
203'
1-R002V-XX-C
47'
1-A4/0AV
36'
1-A4/0AV
92'
1-A4/0A
37'
1-A002A
23'
1-C006A
205'
1-A4/0AV
25'
1-A4/0AV
69'
1-A4/0A
56'
1-C006A
122'
1-A002A
47'
1-A4/0AV
28'
1-A002A
90'
1-A1/0B
89'
1-A002CV
21'
1-A4/0A
19'
1-A4/0AV
62'
1-A4/0AV
51'
1-A4/0A
72'
1-A4/0AV
36'
1-C006A
156'
1-A4/0A
209'
1-A4/0A
20'
1-A1/0BV
35'
1-C006A
13'
1-A002A
112'
1-C006AD
49'
1-A4/0AV
84'
1-A4/0A
63'
1-A4/0AV
34'
1-C006A
214'
1-A4/0AV
61'
1-A4/0AV
95'
1-A4/0AV
93'
13'
1-C006A
133'
1-A4/0AV
29'
1-UA1/0AV-DB
30'
7
9
10
4
6
5
6
505-49-008
505-49-009
505-49-010
505-49-003B
505-51-030
505-51-029
505-51-049
7
2
3
1
505-49-006
505-49-001
505-51-033
505-51-031A
5
3
11
505-49-002
505-49-011
1
27
505-51-025
505-48-162B
29
1
4
505-48-164
505-48-139
505-51-034
505-48-138
6
1
10
10,12
4
505-49-005A
505-51-032A
505-50-140
505-50-141
505-51
28
12
5
505-48-165
505-49-012
505-50-139
505-51-048
12
505-51-035
3
505-51-027
7
4
2
505-49-007
505-51-028
505-51-026
APACH
US-60
WICKENBURG WAY
1-C006A
185'
1-C006A
186'
1-C006A
120'
30000LM
30000LM
Continues to
275099
Cary's
Pizza
50KVA - C
29
30
31
30
32
32
33
34
36
`
35
37
38
39
40
275532
23.5G
275920
23.5G
281602
23.5G
281603
23.5G
281604
23.5G
275918
23.5G
281605
23.5G
275533
35-5
275531
35-5
275921
23.5G
275097
35-5
275927
23.5G
275098
35-5
275095
30-5
X275094
35-4
275093
35-5
275092
30-5
275091
30-5
275090
35-5
275089
35-4
275088
35-4
275087
30-5
275086
35-3G
275096
35-5
unknown
35-3W
FILE:
BY:
SCALE:
SHEET
DATE:
OF
07/28/2025
M.SOMMER
1:40
WA912172.DWG
6
9
JEFFERSON/ADAMS OH-UG
WA912172
VICINITY MAP
QUARTER SECTION GRID DATA
1/4
Sec
T
R
MAP#
07.0N
05.0W
12 NW
1/4
Sec
T
R
MAP#
1/4
Sec
T
R
MAP#
1/4
Sec
T
R
MAP#
1/4
Sec
T
R
MAP#
Call 811 or click Arizona811.com
Contact Arizona 811 at least two full
working days before you begin excavation
MOBILE:
INSPECTOR:
PHONE:
MOBILE:
CONTACT:
PHONE:
M.SOMMER
928-258-2754
C. OLSEN
602-809-2006
DATA MODIFIED PER FIELD CONDITIONS
DATE
DESCRIPTION
BY
REVISION
0'
SCALE: 1" = 40'
40'
20'
40'
80'
12/19/2025 11:24 AM DESIGN DRAWING SHALL BE PRINTED ON ANSI "D" SIZE (22"X34") PAPER.
aps
APACHE ST
WICKENBURG WAY
YAVAPAI ST
SANTA CRUZ ST
ADAMS - JEFFERSON ALLEY
ADAMS STREET
JEFFERSON STREET
CARY'S PIZZA
THIS
SITE
MATCH LINE "D"
REMOVALS
1-A001V-XX-C
141'
1-R002V-XX-C
272'
1-R002V-XX-C
203'
1-A001V-XX-C
141'
1-R002V-XX-C
47'
1-A001V-R2/0V -C
103'
1-R002V-XX-C
272'
R002W-R2/0V -C
76'
3-R336V-XX-ABC
75'
1-A4/0A
9'
9'
1-A4/0AV
36'
1-A4/0AV
92'
1-A4/0A
37'
1-A002A
23'
50'
1-A4/0AV
78'
1-A4/0A
31'
1-A4/0AV
25'
1-A4/0A
25'
1-A4/0AV
69'
1-A4/0A
56'
1-A002A
19'
1-A4/0A
17'
1-A4/0AV
27'
1-C006A
122'
1-A002A
47'
1-A4/0AV
28'
1-A002A
90'
1-A4/0AV
103'
1-A4/0AV
28'
1-A1/0B
89'
1-A002CV
21'
1-A4/0A
19'
1-A4/0A
120'
1-A4/0AV
60'
1-A4/0A
15'
1-A4/0AV
58'
1-A4/0AV
62'
1-A4/0A
73'
1-A4/0AV
51'
1-A4/0A
72'
1-A4/0AV
36'
1-C006A
156'
1-A4/0AV
75'
1-A4/0AV
25'
1-A4/0AV
105'
1-A4/0A
73'
1-A4/0AV
68'
1-A002A
75'
1-A4/0A
209'
1-A4/0A
39'
1-A4/0A
20'
1-A1/0BV
35'
1-C006A
13'
1-A002A
112'
1-A4/0A
51'
1-C006AD
49'
1-A4/0AV
84'
1-A4/0A
59'
1-A4/0A
44'
15'
1-A4/0A
63'
1-A4/0AV
34'
1-A4/0AV
95'
1-A4/0AV
15'
1-A4/0A
28'
1-A4/0A
22'
1-A4/0AV
32'
1-C006A
214'
1-A4/0AV
61'
1-A4/0AV
95'
1-A4/0AV
93'
13'
1-C006A
133'
1-A4/0AV
29'
1-UA1/0AV-DB
30'
19
14
13
505-48-155A
505-48-149
505-48-148
505-48-022
7
9
10
4
37
5
505-49-008
505-49-009
505-49-010
505-49-003B
505-48-033
27
7
29
30
2
3
1
505-48-023
505-49-006
505-48-025
505-48-026
505-49-001
505-51-033
505-51-031A
24
17
25
26
15
8
35
3
11
505-48-159
505-48-152A
505-48-160
505-48-162A
505-48-150
505-48-143
505-48-031
505-49-002
505-49-011
8
22
27
10
505-50-138
50
505-48-157
505-48-162B
505-48-145
29
7
1
32
4
505-48-164
505-48-142
505-48-139
505-48-028
505-51-034
11
5
1
505-48-146
505-48-141
505-48-138
1
6
7
1
10
10,12
505-48-140
505-49-005A
505-50-137
505-51-032A
505-50-140
505-50-141
21
23
19
505-48-156
505-48-158
505-48-154
28
28
31
36
12
9
505-48-165
505-48-024
505-48-027
505-48-032
505-49-012
505-50-139
12
33
12
505-48-147
505-48-029
505-51-035
3
9
505-51-027
505-48-144
7
34
4
2
505-49-007
505-48-030
505-51-028
505-51-026
APACHE ST
US-60
JEFFERSON ST
Wickenburg
Funeral Home
Continues to
275099
Cary's
Pizza
50KVA - C
37KVA - C
Y
30
31
32
32
33
34
36
`
35
37
38
39
40
41
42
43
44
37KVA - C
45
275918
23.5G
281605
23.5G
275533
35-5
35-5
275079
45-2W
275927
23.5G
275098
35-5
275095
30-5
X275094
35-4
275093
35-5
275092
30-5
275091
30-5
275090
35-5
275089
35-4
275088
35-4
275087
30-5
275086
35-3G
275085
45-2G
X275083
40-5
275078
35-5
275080
40-5
275081
35-5
275082
35-5
275084
30-5
275096
35-5
unknown
35-3W
FILE:
BY:
SCALE:
SHEET
DATE:
OF
07/28/2025
M.SOMMER
1:40
WA912172.DWG
7
9
JEFFERSON/ADAMS OH-UG
WA912172
VICINITY MAP
QUARTER SECTION GRID DATA
1/4
Sec
T
R
MAP#
07.0N
05.0W
12 NW
1/4
Sec
T
R
MAP#
1/4
Sec
T
R
MAP#
1/4
Sec
T
R
MAP#
1/4
Sec
T
R
MAP#
Call 811 or click Arizona811.com
Contact Arizona 811 at least two full
working days before you begin excavation
MOBILE:
INSPECTOR:
PHONE:
MOBILE:
CONTACT:
PHONE:
M.SOMMER
928-258-2754
C. OLSEN
602-809-2006
DATA MODIFIED PER FIELD CONDITIONS
DATE
DESCRIPTION
BY
REVISION
0'
SCALE: 1" = 40'
40'
20'
40'
80'
12/19/2025 11:24 AM DESIGN DRAWING SHALL BE PRINTED ON ANSI "D" SIZE (22"X34") PAPER.
aps
APACHE ST
WICKENBURG WAY
YAVAPAI ST
SANTA CRUZ ST
ADAMS - JEFFERSON ALLEY
ADAMS STREET
JEFFERSON STREET
CARY'S PIZZA
THIS
SITE
MATCH LINE "D"
REMOVALS
MATCH LINE "E"
1-R002W-R2/0V -C
227'
1-A4/0AV
63'
1-A4/0AV
96'
1-A4/0A
10'
1-A4/0AV
85'
1-A4/0AV
69'
1-A4/0AV
54'
1-A1/0A
142'
1-A4/0A
71'
1-A4/0AV
54'
1-A4/0AV
55'
1-A4/0A
158'
1-A002AV
27'
37'
1-A4/0A
64'
1-C006AL
45'
1-A002A
121'
1-A4/0AV
51'
1-A4/0AV
45'
1-C006AL
352'
1-A4/0A
80'
1-A002A
77'
1-A001V-XX-C
141'
1-R002W-R2/0V -C
111'
1-A001V-XX-C
141'
3-R336V-XX-ABC
97'
1-R002W-R2/0V -C
111'
1-A001V-R2/0V -C
103'
1-R002W-R2/0V -C
76'
3-R336V-XX-ABC
75'
1-A4/0AV
20'
1-A4/0A
11'
1-A4/0A
9'
9'
1-A002A
78'
1-A002A
127'
1-A4/0AV
56'
1-A4/0AV
24'
1-A4/0AV
92'
1-A4/0AV
59'
1-A4/0A
50'
1-A4/0A
35'
1-A4/0AV
78'
1-A002A
81'
1-A4/0A
41'
1-A4/0A
10'
10'
1-A4/0AV
66'
1-A002A
19'
1-A4/0AV
31'
1-A4/0AV
67'
1-A4/0AV
35'
1-A002A
24'
1-A4/0AV
103'
1-A4/0AV
28'
1-A4/0AV
64'
1-A4/0AV
38'
1-A002A
32'
1-A4/0AV
51'
1-A4/0A
120'
1-A4/0AV
26'
1-A4/0AV
60'
1-A4/0A
29'
1-A4/0AV
75'
1-A4/0AV
25'
1-A4/0AV
105'
1-A4/0A
73'
1-A4/0AV
11'
1-A4/0A
24'
1-A4/0A
51'
1-A4/0A
44'
1-A4/0AV
84'
1-A4/0AV
87'
1-A4/0AV
53'
1-A4/0AV
75'
1-A4/0A
46'
1-A4/0
22'
1
14
9
19
A11
19
14
180
13
505-48-089B
505-48-127
505-48-123
505-48-050A
505-49-160
505-48-155A
505-48-149
505-48-
505-48
22
A2
505-48-135
505-49-151
1
17
34
1
21
13
8
A10
505-48-091B
505-48-130A
505-48-086A
505-48-166
505-48-134
505-48-126
505-48-122
505-49-159
A12
17
15
505-49-161
505-48-152A
505-48-150
4
1
29
5
7
22
505-48-169A
505-48-167
505-48-115
505-48-094B
505-48-121
505-48-157
29
19
23
505-48-114A
505-48-132
505-48-136
17
A1
23
A3
A4
A6
505-48-048A
505-49-150
505-48-055
505-49-152
505-49-153
505-49-155
3
505-48-168A
8
1
21
1
A8
21
1
23
19
505-48-097A
505-48-089C
505-48-054A
505-48-117A
505-49-157
505-48-156
505-48-116A
505-48-158
505-48-154
4
505-48-093A
16
15
20
11
24
6
A7
505-48-129
505-48-128
505-48-133
505-48-125
505-48-137
505-48-120
505-49-156
5
7
17
37
10
A9
A5
505-48-096A
505-48-131A
505-48-087A
505-48-124
505-49-158
505-49-154
505-49-174
YAVAPAI ST
SANTA CRUZ ST
ADAMS ST
Wickenburg
Funeral Home
Continues
to
275100
Continues
to
275058
37KVA - C
75KVA - C
25KVA - C
YAVAPAI ST
44
45
46
47
48
49
50
51
52
53
55
54
56
57
58
275079
45-2W
275073
35-5
275070
30-5
275071
30-5
275065
40-5
275066
30-5
275064
35-5
275068
30-5
275067
35-5
X275069
35-5
275072
35-5
X275074
30-5
275076
30-5
275077
35-5
275078
35-5
275080
40-5
275081
35-5
275082
35-5
FILE:
BY:
SCALE:
SHEET
DATE:
OF
07/28/2025
M.SOMMER
1:40
WA912172.DWG
8
9
JEFFERSON/ADAMS OH-UG
WA912172
VICINITY MAP
QUARTER SECTION GRID DATA
1/4
Sec
T
R
MAP#
07.0N
05.0W
12 NW
1/4
Sec
T
R
MAP#
1/4
Sec
T
R
MAP#
1/4
Sec
T
R
MAP#
1/4
Sec
T
R
MAP#
Call 811 or click Arizona811.com
Contact Arizona 811 at least two full
working days before you begin excavation
MOBILE:
INSPECTOR:
PHONE:
MOBILE:
CONTACT:
PHONE:
M.SOMMER
928-258-2754
C. OLSEN
602-809-2006
DATA MODIFIED PER FIELD CONDITIONS
DATE
DESCRIPTION
BY
REVISION
0'
SCALE: 1" = 40'
40'
20'
40'
80'
12/19/2025 11:24 AM DESIGN DRAWING SHALL BE PRINTED ON ANSI "D" SIZE (22"X34") PAPER.
aps
APACHE ST
WICKENBURG WAY
YAVAPAI ST
SANTA CRUZ ST
ADAMS - JEFFERSON ALLEY
ADAMS STREET
JEFFERSON STREET
CARY'S PIZZA
THIS
SITE
REMOVALS
MATCH LINE "E"
CONSTRUCTION NOTES:
INSTALL
01
2640.k65(2)
5106.S3KG112
(1 LOCATIONS)
INSTALL
02
2701.B(4)
2702(4)
7624.B032A (50KVA, 7200V, 120/240V)
7922.CUSTRQ*
8881.DQ(2)
8881.FQ(4)
(1 LOCATIONS)
INSTALL
03
2701.B(5)
2702(4)
7624.B033A (75KVA, 7200V, 120/240V)
7922.CUSTRQ*
8881.DQ(2)
8881.FQ(5)
(1 LOCATIONS)
INSTALL
04
2452
2702(4)
2727.3(4)
2729.E3
8657.N.CUSTRQ
8881.EQ(3)
8881.FQ(2)
(1 LOCATIONS)
INSTALL
INSTALL
06
2452
2702(6)
2727.3(2)
2729.E3
7940
8657.N.CUSTRQ*
8881.FQ(3)
(4 LOCATIONS)
INSTALL
07
2701.B(3)
2702
7624.B032A (50KVA, 7200V, 120/240V)
7922.CUSTRQ*
7940
8665.N.CUSTRQ
8881.DQ(2)
8881.FQ(3)
(1 LOCATIONS)
INSTALL
08
2452(3)
2702(2)
2727.3(4)
2729.A3
2729.E3
8040.S6CL510A.L
8140.1T.L
8657.N.CUSTRQ
8663.N.CUSTRQ
8881.EQ
8881.FQ(3)
(1 LOCATIONS)
INSTALL
09
2452(2)
2727.3
2729.A3
8040.S6CL510A.L
8140.1T.L
8663.N.CUSTRQ
8881.EQ
8881.FQ
(1 LOCATIONS)
05
2701.B(5)
2702(4)
7624.B032A (50KVA, 7200V, 120/240V)
7922.CUSTRQ*
8881.DQ(2)
8881.FQ(5)
(1 LOCATIONS)
8881.FQ
INSTALL
10
2701.B(4)
2702(4)
7624.B032A (50KVA, 7200V, 120/240V)
7922.CUSTRQ*
8881.DQ(2)
8881.FQ(4)
(1 LOCATIONS)
INSTALL
11
2701.B(3)
2702
7626.B032A (50KVA, 7200V, 120/240V)
7922.CUSTRQ*
8881.DQ(2)
8881.FQ(3)
(1 LOCATIONS)
INSTALL
12
2452
2702(4)
2727.3(2)
2729.E3
8657.N.CUSTRQ
8881.FQ(3)
(2 LOCATIONS)
INSTALL
13
2452
2727.3
2729.E3
8657.N.CUSTRQ
8881.FQ
(1 LOCATIONS)
INSTALL
14
2701.B(5)
2702(4)
7624.B033A (75KVA, 7200V, 120/240V)
7922.CUSTRQ*
8881.DQ(2)
8881.FQ(5)
(1 LOCATIONS)
INSTALL
15
2701.B(5)
2702(3)
7624.B033A (75KVA, 7200V, 120/240V)
7922.CUSTRQ*
8881.DQ(2)
8881.FQ(5)
(1 LOCATIONS)
INSTALL
16
2452
2702(2)
2727.3(2)
2729.E3
8665.N.CUSTRQ
8881.FQ(3)
(1 LOCATIONS)
INSTALL
17
2701.B(5)
2702(4)
7624.B033A (75KVA, 7200V, 120/240V)
7922.CUSTRQ*
8881.DQ(2)
8881.FQ(5)
(1 LOCATIONS)
INSTALL
18
2452
2702(2)
2727.3(2)
2729.E3
8657.N.CUSTRQ
8881.FQ(3)
(1 LOCATIONS)
INSTALL
19
2452
2702(4)
2727.3(4)
2729.E3
8665.N.CUSTRQ
8881.FQ(5)
(1 LOCATIONS)
INSTALL
20
2701.B(3)
2702(3)
7624.B033A (75KVA, 7200V, 120/240V)
7922.CUSTRQ
8881.DQ(2)
8881.FQ(3)
(1 LOCATIONS)
7922.CUSTRQ*
8881.DQ(2)
8881.FQ(5)
INSTALL
18
2452
2702(2)
2727.3(2)
2729.E3
8657.N.CUSTRQ
8881.FQ(3)
(1 LOCATIONS)
INSTALL
19
2452
2702(4)
2727.3(4)
2729.E3
8665.N.CUSTRQ
8881.FQ(5)
(1 LOCATIONS)
INSTALL
20
2701.B(3)
2702(3)
7624.B033A (75KVA, 7200V, 120/240V)
7922.CUSTRQ
8881.DQ(2)
8881.FQ(3)
(1 LOCATIONS)
INSTALL
21
2452
2702(3)
2727.3(3)
2729.E3
8657.N.CUSTRQ
8881.FQ(4)
(1 LOCATIONS)
INSTALL
22
2701.B(5)
2702(3)
7624.B033A (75KVA, 7200V, 120/240V)
7922.CUSTRQ*
8881.DQ(2)
8881.FQ(5)
(1 LOCATIONS)
INSTALL
23
2701.B(4)
2702(2)
7626.B033A (75KVA, 7200V, 120/240V)
7922.CUSTRQ*
8881.DQ
8881.FQ(4)
(1 LOCATIONS)
INSTALL
24
2452
2702(2)
2727.3(3)
2729.E3
8665.N.CUSTRQ
8881.FQ(5)
(1 LOCATIONS)
INSTALL
25
2452
2725.A
2727.3(2)
8140.1T.L
8663.N.CUSTRQ
8881.EQ
8881.FQ(2)
(1 LOCATIONS)
INSTALL
26
2452
2725.A
2727.3(2)
8140.1T.L
(2 LOCATIONS)
INSTALL
26
2452
2725.A
2727.3(2)
8140.1T.L
8663.N.CUSTRQ
8881.EQ
8881.FQ
(2 LOCATIONS)
INSTALL
27
00053100M(12)
2995(20)
6013.WBJ
(1 LOCATIONS)
INSTALL
WI28
6215.UA1/0T.L100(262)
6215.UA1/0T.M100(1506)
6220.UA1/0AR.L(201)
6220.UA1/0AR.V(157)
6220.UA4/0BR.L100(45)
6220.UA4/0BR.M100(536)
6220.UA4/0BR.V(5012)
6220.UA4/0E.L100(304)
6220.UA4/0E.M100(846)
6220.UA4/0E.V(293)
6260.A006A.L(39)
8895.ML(175)
8895.MR(8870)
(1 LOCATIONS)
Removal: CONSTRUCTION NOTES:
Removal
Removal
Removal
Removal
Removal
Removal
Removal
35
(1 LOCATIONS)
34
1905.354
6025.WBCJ
(1 LOCATIONS)
33
7105.WF02 (50KVA, XFER)
1905.354
2640.X10
2150.D7
6070.WD2J (6)
(1 LOCATIONS)
32
6011.S2J
(1 LOCATIONS)
31
6072.WD2J
1905.354
6013.WDJ
(1 LOCATIONS)
30
(1 LOCATIONS)
29
1905.354
6013.WDJ
6904.A10MK
(1 LOCATIONS)
6010.S2J
1905.354
6013.WDJ
Removal
Removal
Removal
Removal
Removal
Removal
41
1907.452G
3125.SN1B2
6075.S1D2
(1 LOCATIONS)
40
1907.353G
6070.SHIB
(1 LOCATIONS)
39
1905.354
6013.WDJ
3125.WN1A
(1 LOCATIONS)
38
1905.454
6904.A10MK
6013.WDJ
3308.WN1AB1
(1 LOCATIONS)
37
(1 LOCATIONS)
36
1905.354 (2)
1905.304
6025.WBCJ
5055.WG
(1 LOCATIONS)
1905.454
6902.A10MK
3308.WN1AB2
6070.WD2J
Removal
Removal
Removal
44
1905.354 (2)
6013WDJ
(1 LOCATIONS)
43
(1 LOCATIONS)
42
7105.WF02 (XFER)
1905.404
6025.WBCJ
6075.W1D2
(1 LOCATIONS)
1905.354
6025.WBCJ
Removal
Removal
Removal
Removal
Removal
48
(1 LOCATIONS)
47
1905.354
6013.WDJ
(1 LOCATIONS)
46
1905.354
3308.WN1AB1
6075.S1D2
(1 LOCATIONS)
45
1905.404
6075.S1D2
3308.WN1AB1
(1 LOCATIONS)
44
1905.354 (2)
6013WDJ
3125.WN1A
6075.S1D2
6070.WHIB
6025.WDCH
(1 LOCATIONS)
1905.354
6013.WDJ
Removal
Removal
Removal
Removal
Removal
Removal
54
1905.354
6013.WDJ
(1 LOCATIONS)
53
1905.354 (2)
6025.WDCH (4)
6044.AD7H1
(1 LOCATIONS)
52
1905.354
6013.WDJ
8054.SS8
(1 LOCATIONS)
51
1905.354
7105.WD02 (25KVA, XFER)
6044.AD7H1
3340.WN1AC1
(1 LOCATIONS)
50
(1 LOCATIONS)
49
1905.354
7105.WG02 (75KVA, XFER)
6013.WDJ
6075.S1D2
(1 LOCATIONS)
1905.354
3125.WN1B2
6070.WH1B
Removal
55
(1 LOCATIONS)
Removal
54
1905.354
6013.WDJ
(1 LOCATIONS)
Removal
Removal
Removal
Removal
58
1907.403W
6013.SDJ
5050.S3G4
(1 LOCATIONS)
57
1905.354
6013.WDJ
(1 LOCATIONS)
56
(1 LOCATIONS)
55
1905.354
6013.WDJ
8054.SS8
(1 LOCATIONS)
1907.353G
6013.WDJ
6902.A10M
6070.WHIB
REMOVE
59
6220.UA1/0AR.V(30)
6251.R002W.L100(76)
6251.R002W.M100(338)
6251.R2/0V.L100(76)
6251.R2/0V.M100(441)
6260.A002A.L100(560)
6260.A002A.M100(360)
6260.A002C.V(21)
6260.A1/0A.M100(142)
6260.A1/0B.L100(89)
6260.A1/0B.V(35)
6260.A4/0A.L100(997)
6260.A4/0A.M100(487)
6262.C006A.M100(469)
(1 LOCATIONS)
FILE:
BY:
SCALE:
SHEET
DATE:
OF
07/28/2025
M.SOMMER
1:40
WA912172.DWG
9
9
JEFFERSON/ADAMS OH-UG
WA912172
VICINITY MAP
QUARTER SECTION GRID DATA
1/4
Sec
T
R
MAP#
07.0N
05.0W
12 NW
1/4
Sec
T
R
MAP#
1/4
Sec
T
R
MAP#
1/4
Sec
T
R
MAP#
1/4
Sec
T
R
MAP#
Call 811 or click Arizona811.com
Contact Arizona 811 at least two full
working days before you begin excavation
MOBILE:
INSPECTOR:
PHONE:
MOBILE:
CONTACT:
PHONE:
M.SOMMER
928-258-2754
C. OLSEN
602-809-2006
DATA MODIFIED PER FIELD CONDITIONS
DATE
DESCRIPTION
BY
REVISION
0'
SCALE: 1" = 40'
40'
20'
40'
80'
12/19/2025 11:24 AM DESIGN DRAWING SHALL BE PRINTED ON ANSI "D" SIZE (22"X34") PAPER.
aps
APACHE ST
WICKENBURG WAY
YAVAPAI ST
SANTA CRUZ ST
ADAMS - JEFFERSON ALLEY
ADAMS STREET
JEFFERSON STREET
CARY'S PIZZA
THIS
SITE
REMOVALS
Installs
39"(MIN.)
STREET
FINAL
SIDE
GRADE
30"
P
REQUIRED
BEDDING
*APPROVED
18"
9"
EP-2"(1)
STREET
FINAL
SIDE
GRADE
18"
S
10"
ES-3"
12"
REQUIRED
BEDDING
*APPROVED
TRANSFORMER ORDER (OVERHEAD OR UNDERGROUND SINGLE PHASE TRANSFORMER)
OPERATING NO.
KVA
INST/REM
PHASING
EQUIPMENT NO.
SERIAL NO.
PRI VOLTAGE
SEC VOLTAGE
ADDRESS/LOT NO.
X275094
50
Removal
C
12470Y/7200V
120/240V
X275083
37
Removal
C
12470Y/7200V
120/240V
X275074
75
Removal
C
12470Y/7200V
120/240V
X275069
25
Removal
C
12470Y/7200V
120/240V
TX933900
75
Proposed
C
12470Y/7200V
120/240V
505-51-032A
TX933823
75
Proposed
C
12470Y/7200V
120/240V
505-48-147/505-48-148
TX933824
75
Proposed
C
12470Y/7200V
120/240V
505-48-155A/505-48-152A
TX933825
50
Proposed
C
12470Y/7200V
120/240V
505-48-117A
TX933827
50
Proposed
C
12470Y/7200V
120/240V
505-48-132/505-48-133
TX933830
50
Proposed
C
12470Y/7200V
120/240V
505-48-093A
TX933829
50
Proposed
C
12470Y/7200V
120/240V
505-48-089C/505-48-114A
TX933828
50
Proposed
C
12470Y/7200V
120/240V
505-48-130A
TX933826
75
Proposed
C
12470Y/7200V
120/240V
505-48-134/505-48-135
TX933822
75
Proposed
C
12470Y/7200V
120/240V
505-48-142/505-48-141
TX933821
75
Proposed
C
12470Y/7200V
120/240V
505-48-005A
TX933899
75
Proposed
C
12470Y/7200V
120/240V
505-49-003B/505-51-033
WIRE DATA
CODE
TYPE
INST
REM
ABAND
6215.UA1/0T
PRIMARY
1804'
0'
0'
6220.UA1/0AR.L
LIGHTING
201'
0'
0'
6220.UA1/0AR.V
SERVICE
0'
0'
0'
6220.UA4/0B.L
LIGHTING
0'
0'
0'
6220.UA4/0BR
SECONDARY
581'
0'
0'
6220.UA4/0BR.V
SERVICE
99'
0'
0'
6220.UA4/0E
SECONDARY
1150'
0'
0'
6220.UA4/0E.V
SERVICE
128'
0'
0'
6250.A001V
PRIMARY
0'
0'
0'
6251.R002V
PRIMARY
0'
0'
0'
6251.R002W
PRIMARY
0'
414'
0'
6251.R2/0V
NEUTRAL
0'
517'
0'
6260.A002A
SECONDARY
0'
920'
0'
6260.A002C.V
SERVICE
0'
21'
0'
6260.A004CV
SERVICE
0'
0'
0'
6260.A006A.L
LIGHTING
39'
0'
0'
6260.A1/0A
SECONDARY
0'
142'
0'
6260.A1/0B
SECONDARY
0'
89'
0'
6260.A1/0B.V
SERVICE
0'
35'
0'
6260.A4/0A
SECONDARY
0'
1484'
0'
6260.A4/0AV
SERVICE
0'
0'
0'
6262.C006A
SECONDARY
0'
469'
0'
6262.C006AL
LIGHTING
0'
0'
0'