Grading and Drainage

City of Mesa — Planning and Zoning Board - Public Hearing (2026-06-24)

View PDF Meeting page

Extracted text (via pymupdf) 17205 characters 
Pw
C
D
T
R
Circular block ref "182503-3-TEXT"
Circular block ref "173573-"
Circular block ref "173575-"
Circular block ref "182503-3-TEXT"
Pw
S00° 37' 57"E  357.00'
Pw
C
D
T
R
Circular block ref "182503-3-TEXT"
Circular block ref "173573-"
Circular block ref "173575-"
Circular block ref "182503-3-TEXT"
Pw
COMMERCIAL
SITE
WARNER RD. (ALIGNMENT)
EVERTON TER.
SIGNAL BUTTE RD.
ELLIOT RD.
SCALE IN FEET
100
200
0
SCALE IN FEET
CONCEPTUAL GRADING & DRAINAGE AND UTILITY PLAN
FOR
THE HOMESTEAD AT
SIGNAL BUTTE
SWC OF RUBIDIUM AVE. & SIGNAL BUTTE RD.
MESA, ARIZONA
A PORTION OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 1 SOUTH,
RANGE 7 EAST
GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA
FLOOD ZONE
FLOOD ZONE DESIGNATION "D" PER F.E.M.A. FLOOD
INSURANCE RATE MAP NUMBER 04013C2780, DATED
OCTOBER 16, 2013.
ZONE "D" - AREA WITH FLOOD RISK DUE TO LEVEE.
BENCHMARK
MASONRY NAIL WITH BRASS TAG ON TOP OF CURB AT
THE NORTHEAST CORNER OF SIGNAL BUTTE AND
WARNER ROADS. CITY OF MESA 2020/2021 SMARTNET
NAVD88 ELEVATION = 1453.61
DEVELOPER / APPLICANT
EVERGREEN DEVCO, INC.
2390 E. CAMELBACK RD. SUITE 410
PHOENIX, ARIZONA 85016
CONTACT: ANTHONY JAURIGUE
PHONE:  
(602) 808-8600
EMAIL:
AJAURIGUE@EVGRE.COM
CIVIL ENGINEER
ATWELL, LLC
645 E. MISSOURI AVE. SUITE 420
PHOENIX, ARIZONA 85012
CONTACT: DAVE SOLTYSIK
PHONE: 
(480) 454-8010
EMAIL: 
DSOLTYSIK@ATWELL.COM
LANDSCAPE ARCHITECT
COLLABORATIVE V DESIGN STUDIO, INC
7116 E. 1ST AVE. SUITE 103
SCOTTSDALE, ARIZONA 85251
CONTACT: SCOTT HEFFERNAN
PHONE: 
(480) 347-0590
EMAIL:
SCOTTH@COLLABORATIVEV.COM
PROPERTY OWNER
DMB MESA PROVING GROUNDS LLC
14648 N. SCOTTSDALE RD. SUITE 290
SCOTTSDALE, ARIZONA 85212
ARCHITECT
BMA ARCHITECTURE
2915 E. BASELINE RD. SUITE 120
GILBERT, ARIZONA 85234
CONTACT: BRIAN M ANDERSEN, AIA
PHONE: 
(480) 659-1524
EMAIL:
BRIAN@BMAARCHITECTURE.COM
BASIS OF BEARING
SOUTH 00°38'01" EAST, BEING THE EAST LINE OF THE
SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 1
SOUTH, RANGE 7 EAST, GILA AND SALT RIVER MERIDIAN,
MARICOPA COUNTY, ARIZONA. AS SHOWN ON THE FINAL
PLAT FOR EASTMARK DEVELOPMENT UNITS 5 AND 6,
RECORDED IN BOOK 1660, PAGE 14, MARICOPA COUNTY
RECORDS.
VICINITY MAP
SITE DATA
JURISDICTION:
MESA
APN #:
313-28-804
NET AREA:
11.74 AC. (511,472 SF)
DATE
DESCRIPTION
Plotted: 05/04/26 - 9:57 AM, By: cspaulding
File: M:\25006927_Evergreen_Eastmark_Mesa\2 Engineering\DWG\Preliminary\25006927_PRE_GRP.dwg, ---> 1 COVER
PROJECT No.
SHEET No.
TITLE:
DRAWN BY:
CHECKED BY:
of
5
1ST SUBMITTAL
08/29/2025
05/04/2026
Contact Arizona 811 at least two full
working days before you begin excavation
Call 811 or click Arizona811.com
645 EAST MISSOURI AVENUE, SUITE 420
PHOENIX, ARIZONA 85012
(602) 297-8732
2ND SUBMITTAL
09/22/2025
3RD SUBMITTAL
12/22/2025
4TH SUBMITTAL
02/16/2026
5TH SUBMITTAL
04/14/2026
6TH SUBMITTAL
05/04/2026
COVER
CRS
SEL
25006927
1
CONCEPTUAL
GRADING & DRAINAGE
AND UTILITY PLAN
THE HOMESTEAD
AT SIGNAL
BUTTE
RUBIDIUM AVE.
MESQUITE ST.
BINARY
R
e
g
i
s
t
e
r
e
d
 
P
r
o
f
e
s
s
i
o
n
a
l
 
E
n
g
i
n
e
e
r
 
(
C
i
v
i
l
)
C
E
R
T
I
F
I
C
A
T
E
 
N
O
.
D
a
t
e
 
S
i
g
n
e
d
 
.
.
.
.
.
.
.
A
R
I
Z
O
N
A
 
U
.
S
.
A
.
44156
DAVID M.
SOLTYSIK
PROPERTY BOUNDARY
CENTER LINE
EASEMENT LINE
ADJACENT PROPERTY BOUNDARY
SIDEWALK
SEWER LINE
SEWER SERVICE LINE
WATER LINE
WATER SERVICE LINE
FIRE SERVICE LINE
STORM DRAIN
DRAINAGE AREA BOUNDARY
GAS LINE
IRRIGATION
COMMUNICATIONS
ELECTRIC
FIBER OPTIC
OVERHEAD ELECTRIC
TELEPHONE
GROUND ELEVATION
PAVEMENT ELEVATION
GUTTER ELEVATION
GRATE ELEVATION
CONCRETE ELEVATION
FIRE HYDRANT
WATER VALVE
WATER METER
BACKFLOW REDUCED PRESSURE
FIRE DEPARTMENT CONNECTION
SEWER MANHOLE
SEWER CLEANOUT
STORM DRAIN MANHOLE
CATCH BASIN
DRYWELL/DRYWELL & INTERCEPTOR
DIRECTION OF FLOW
UNDERGROUND STORM TECH
CHAMBER RETENTION
SECTION CORNER
FOUND MONUMENT AS NOTED
OTHER MONUMENT AS NOTED
SET 1/2" REBAR
CABLE TV JUNCTION BOX
COMMUNICATIONS VAULT
GAS METER
GAS VALVE
ELECTRIC JUNCTION BOX
ELECTRIC MANHOLE
ELECTRIC METER
ELECTRIC TRANSFORMER
IRRIGATION MANHOLE
TELEPHONE PEDESTAL
TELEPHONE MANHOLE
TRAFFIC SIGNAL JUNCTION BOX
POWER POLE
GUY WIRE
SIGN
BOLLARD
EXISTING
LEGEND
PROPOSED
W
FW
W
S
S
FDC
w
co
co
B/C 
BACK OF CURB
BLDG
BUILDING
BOT
BOTTOM
CB
CATCH BASIN
C&G
CURB & GUTTER
CL
CENTERLINE
EA
EACH
EOP
EDGE OF PAVEMENT
ESMT
EASEMENT
EXIST / EX
EXISTING
F/C
FACE OF CURB
FF / FFE
FINISH FLOOR ELEVATION
FW
FIRE WATER LINE
G
GUTTER ELEVATION
GB
GRADE BREAK
HDPE
HIGH DENSITY POLYETHYLENE
HW
HIGH WATER ELEVATION
LF
LINEAR FEET
LS
LANDSCAPE
MH
MANHOLE
ML
MONUMENT LINE
P
PAVEMENT ELEVATION
PAD
PAD ELEVATION
PUE/PUFE
PUBLIC UTILITY
EASEMENT/PUBLIC UTILITY &
FACILITIES EASEMENT
R/W
RIGHT OF WAY
S
SANITARY SEWER
SB
SETBACK
SD
STORM DRAIN
SF
SQUARE FEET
STA
STATION
S/W
SIDEWALK
SY
SQUARE YARD
TC
TOP OF CURB ELEVATION
TRW
TOP OF RETAINING WALL
TYP
TYPICAL
W
WATER
VG
VALLEY GUTTER ELEVATION
VOL
VOLUME
ABBREVIATIONS
C 25.60
G 24.50
GR 24.15
P 25.10
25.0
SIGNAL BUTTE ROAD
RUBIDIUM AVENUE
SHEET INDEX
1
COVER
2
CONCEPTUAL GRADING PLAN
3
CONCEPTUAL GRADING PLAN
4
CONCEPTUAL UTILITY PLAN
5
CONCEPTUAL UTILITY PLAN
W.Q.

/ /
 / /
 / /
/
 / /
 / /
 / /
 / /
 / /
 / /
Pw
D
T
R
Circular block ref "182503-3-TEXT"
Circular block ref "173573-"
Circular block ref "173575-"
Circular block ref "182503-3-TEXT"
 / /
 / /
 / /
/
 / /
 / /
 / /
 / /
 / /
 / /
 / /
 / /
 / /
/
 / /
 / /
 / /
 / /
 / /
Pw
 / /
S00° 37' 57"E  357.00'
 / /
 / /
 / /
/
 / /
 / /
 / /
 / /
 / /
 / /
Pw
D
T
R
Circular block ref "182503-3-TEXT"
Circular block ref "173573-"
Circular block ref "173575-"
Circular block ref "182503-3-TEXT"
 / /
 / /
 / /
/
 / /
 / /
 / /
 / /
 / /
 / /
 / /
 / /
 / /
/
 / /
 / /
 / /
 / /
 / /
Pw
 / /
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
ww
ww
w
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
co
FFE 1449.00
FFE 1449.50
FFE 1448.00
FFE 1449.50
FFE 1450.50
FFE 1451.50
FFE 1451.00
P 49.00
P 46.50
P 46.80
GR 46.50
P 47.40
GR 47.00
GR 48.00
P 48.30
P 48.20
GR 46.80
GR 47.50
GR 46.50
GR 46.50
GR 46.50
P 48.00
P 47.90
P 48.00
P 50.70
P 50.00
P 51.80
P 48.40
P 47.50
P 49.40
GR 46.00
P 49.70
P 46.80
P 47.00
P 46.70
P 48.00
P 51.00
P 48.50
P 47.00
P 47.40
P 46.70
P 48.00
P 47.20
P 49.60
P 49.00
P 48.00
P 51.20
P 49.50
P 47.70
P 47.30
P 47.80
P 46.40
P 48.00
P 47.60
P 48.50
GR 47.60
P 48.20
GR 47.30
FFE 1449.00
FFE 1448.50
FFE 1448.50
P 49.60
 49.9
RIM 50.30
GR 46.00
P 49.50
P 48.60
P 48.00
P 47.40
P 48.70
P 48.00
GR 49.00
P 46.70
P 47.50
P 48.20
P 47.90
P 49.30
P 48.80
GR 47.30
P 49.30
P 48.70
P 50.30
P 48.50
P 48.00
P 48.00
P 48.40
P 46.90
GR 47.00
P 47.10
P 48.90
P 47.50
GR 47.00
P 47.90
P 47.50
P 48.40
 48.50
 48.90
P 47.00
P 47.00
P 47.80
P 47.80
P 48.00
GR 46.80
GR 46.00
P 47.40
P 47.40
GR 46.00
P 47.40
P 47.60
P 48.80
GR 47.00
GR 47.00
P 47.20
P 48.60
P 47.40
EDGE 1449.00
P 47.40
P 47.80
P 47.40
P 47.80
P 49.40
P 50.40
P 48.70
P 48.90
C 45.90
FFE 1447.00
 47.40
 47.90
GR 47.50
P 50.50
C 50.20
P 50
P 50
GR 49.00
C 51.2
P 50.30
P 50.20
P 49.70
P 49.50
P 50.50
P 49.70
P 49.80
P 48.80
P 49.70
P 49.20
P 48.30
P 47.60
RUBIDIUM AVENUE
 9 
1
 8 
3
 1 
CH
 2 
3
 3 
5
 4 
2
 5 
2
 6 
4
 7 
3
CATCH
BASIN (TYP)
STORM DRAIN
PIPE (TYP)
BASIN A
D.A. 9.91 AC
1,554 LF - STORMTECH
UNDERGROUND CHAMBERS
HW = 45.40
INV = 40.40
VOLR = 63,648 CF
VOLP = 64,519 CF
ULTIMATE
OUTFALL 46.20
STORM MH
RIM 46.88
INV 30" E/W 39.97
INV 12" S 40.72
STORM MH
RIM 50.30
INV 18" N 44.95
INV 18" E 44.95
10 
3
DRIVEWAY PER
COM DETAIL M-42
DRIVEWAY PER
COM DETAIL M-42
CATCH
BASIN (TYP)
STORM DRAIN
PIPE (TYP)
CATCH
BASIN (TYP)
STORM DRAIN
PIPE (TYP)
NEW 6' CMU
WALL
NEW 6' CMU
WALL
CATCH
BASIN (TYP)
BLEED OFF
CONNECTION
N89° 21' 59"E
1146.34'
S89° 22' 03"W
685.78'
S00° 37' 57"E
357.00'
S68° 33' 35"W
116.85'
S89° 22' 03"W
7.17'
S79° 13' 28"W
122.84'
S89° 09' 43"W
232.23'
N00° 38' 01"W
698.36'
N00° 38' 14"W
277.40'
N89° 21' 59"E
2699.10'
SCALE IN FEET
40
80
0
SCALE IN FEET
DATE
DESCRIPTION
Plotted: 05/04/26 - 9:59 AM, By: cspaulding
File: M:\25006927_Evergreen_Eastmark_Mesa\2 Engineering\DWG\Preliminary\25006927_PRE_GRP.dwg, ---> 2 CONCEPTUAL GRADING PLAN
PROJECT No.
SHEET No.
TITLE:
DRAWN BY:
CHECKED BY:
of
5
1ST SUBMITTAL
08/29/2025
05/04/2026
Contact Arizona 811 at least two full
working days before you begin excavation
Call 811 or click Arizona811.com
645 EAST MISSOURI AVENUE, SUITE 420
PHOENIX, ARIZONA 85012
(602) 297-8732
2ND SUBMITTAL
09/22/2025
3RD SUBMITTAL
12/22/2025
4TH SUBMITTAL
02/16/2026
5TH SUBMITTAL
04/14/2026
6TH SUBMITTAL
05/04/2026
CONCEPTUAL
GRADING PLAN
CRS
SEL
25006927
2
CONCEPTUAL
GRADING & DRAINAGE
AND UTILITY PLAN
THE HOMESTEAD
AT SIGNAL
BUTTE
R
e
g
i
s
t
e
r
e
d
 
P
r
o
f
e
s
s
i
o
n
a
l
 
E
n
g
i
n
e
e
r
 
(
C
i
v
i
l
)
C
E
R
T
I
F
I
C
A
T
E
 
N
O
.
D
a
t
e
 
S
i
g
n
e
d
 
.
.
.
.
.
.
.
A
R
I
Z
O
N
A
 
U
.
S
.
A
.
44156
DAVID M.
SOLTYSIK
MATCHLINE - SEE SHEET 3

S00° 37' 57"E  357.00'
ww
W.Q.
ww
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
FFE 1450.50
FFE 1451.50
1451.00
GR 48.00
P 50.70
P 50.00
P 51.80
P 49.40
P 49.70
47.00
P 51.00
P 49.60
P 49.00
P 48.00
P 51.20
47.60
7.60
 49.9
RIM 50.30
P 49.50
GR 49.00
47.50
30
80
GR 47.30
P 49.30
P 48.70
P 50.30
47.60
P 49.40
P 50.40
P 48.90
FFE 1447.00
P 52.60
P 52.70
P 53.40
P 53.30
P 53.20
P 52.90
P 52.60
P 52.80
P 52.50
P 51.70
P 51.50
P 51.00
P 50.50
C 50.20
P 50.20
P 50.60
P 51.30
P 52.20
P 51.20
P 50.30
P 51.10
GR 49.00
P 51.20
P 52.40
C 51.20
P 51.40
P 50.30
P 50.20
FFE 1453.50
FFE 1454.00
P 52.30
P 49.70
P 49.50
P 50.50
P 49.70
P 49.80
P 48.80
P 49.70
P 49.20
.30
7.60
SIGNAL BUTTE ROAD
 9 
1
8 
3
CATCH
BASIN (TYP)
STORM DRAIN
PIPE (TYP)
MH
30
95
95
10 
3
DRIVEWAY PER
COM DETAIL M-42
NEW 6' CMU
WALL
NEW 6' CMU
WALL
COMMERCIAL
CATCH
BASIN (TYP)
RUBIDIUM AVENUE
BLEED OFF
CONNECTION
STORM MH
RIM 53.20
INV 18" SE 47.50
INV 18" W 47.40
STORM MH
RIM 53.00
INV 18" S 47.80
INV 18" NW 47.70
CONNECTION TO
EXISTING SD PIPE
CONNECTION TO
EXISTING SD PIPE
STORM MH
RIM 53.00
INV 18" E 49.43
INV 18" N 49.33
STORM DRAIN
PIPE (TYP)
S00° 38' 01"E  2640.15'
S00° 38' 01"E
2640.15'
N89° 21' 59"E
1146.34'
N89° 21' 59"E
2699.10'
S89° 22' 03"W
685.78'
S00° 37' 57"E
357.00'
S89° 22' 03"W
7.17'
BASIN B
D.A. 5.57 AC
1020 LF - STORMTECH
UNDERGROUND CHAMBERS
HW = 49.76
INV = 45.76
VOLR = 41,359 CF
VOLP = 42,346 CF
N00° 38' 14"W
277.40'
EXISTING
CELL TOWER
SCALE IN FEET
40
80
0
SCALE IN FEET
DATE
DESCRIPTION
Plotted: 05/04/26 - 10:04 AM, By: cspaulding
File: M:\25006927_Evergreen_Eastmark_Mesa\2 Engineering\DWG\Preliminary\25006927_PRE_GRP.dwg, ---> 3 CONCEPTUAL GRADING PLAN
PROJECT No.
SHEET No.
TITLE:
DRAWN BY:
CHECKED BY:
of
5
1ST SUBMITTAL
08/29/2025
05/04/2026
Contact Arizona 811 at least two full
working days before you begin excavation
Call 811 or click Arizona811.com
645 EAST MISSOURI AVENUE, SUITE 420
PHOENIX, ARIZONA 85012
(602) 297-8732
2ND SUBMITTAL
09/22/2025
3RD SUBMITTAL
12/22/2025
4TH SUBMITTAL
02/16/2026
5TH SUBMITTAL
04/14/2026
6TH SUBMITTAL
05/04/2026
CONCEPTUAL
GRADING PLAN
CRS
SEL
25006927
3
CONCEPTUAL
GRADING & DRAINAGE
AND UTILITY PLAN
THE HOMESTEAD
AT SIGNAL
BUTTE
R
e
g
i
s
t
e
r
e
d
 
P
r
o
f
e
s
s
i
o
n
a
l
 
E
n
g
i
n
e
e
r
 
(
C
i
v
i
l
)
C
E
R
T
I
F
I
C
A
T
E
 
N
O
.
D
a
t
e
 
S
i
g
n
e
d
 
.
.
.
.
.
.
.
A
R
I
Z
O
N
A
 
U
.
S
.
A
.
44156
DAVID M.
SOLTYSIK
MATCHLINE - SEE SHEET 2
SIGNAL BUTTE ROAD
RUBIDIUM AVENUE
SCALE IN FEET
200
400
0
SCALE IN FEET
DRAINAGE AREA B
AREA = 5.57 AC
COMMERCIAL SITE

C
D
T
R
Circular block ref "182503-3-TEXT"
Circular block ref "173573-"
Circular block ref "173575-"
Circular block ref "182503-3-TEXT"
C
D
T
R
Circular block ref "182503-3-TEXT"
Circular block ref "173573-"
Circular block ref "173575-"
Circular block ref "182503-3-TEXT"
S
S
S
co
S
CONNECT TO
EX SEWER
CLEANOUT
5' SEWER MH
INV N 36.15
INV W 36.05
8" SEWER LINE
E. RELATIVITY AVENUE
5' SEWER MH
INV W 38.65
INV S 38.55
8" SEWER LINE
S68° 33' 35"W
116.85'
S79° 13' 28"W
122.84'
CLEANOUT
20' SEWER EASEMENT
12' GRAVEL
ACCESS DRIVE
 / /
 / /
 / /
 / /
 / /
 / /
 / /
 / /
 / /
Pw
D
T
R
Circular block ref "182503-3-TEXT"
Circular block ref "173573-"
Circular block ref "173575-"
Circular block ref "182503-3-TEXT"
 / /
 / /
 / /
 / /
 / /
 / /
 / /
 / /
 / /
 / /
 / /
 / /
 / /
 / /
 / /
 / /
 / /
Pw
 / /
S00° 37' 57"E  357.00'
 / /
 / /
 / /
 / /
 / /
 / /
 / /
 / /
 / /
Pw
D
T
R
Circular block ref "182503-3-TEXT"
Circular block ref "173573-"
Circular block ref "173575-"
Circular block ref "182503-3-TEXT"
 / /
 / /
 / /
 / /
 / /
 / /
 / /
 / /
 / /
 / /
 / /
 / /
 / /
 / /
 / /
 / /
 / /
Pw
 / /
FW
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
FW
FW
FW
W
W
W
S
S
S
S
ww
FW
FW
FW
FW
FW
W
W
W
W
W
FW
FW
FW
W
W
W
S
S
S
S
ww
w
S
S
FW
FW
W
W
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
S
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
FW
FW
FW
W
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
FW
co
S
RUBIDIUM AVENUE
 9 
1
 8 
3
 1 
CH
 2 
3
 3 
5
 4 
2
 5 
2
 6 
4
 7 
3
8" SEWER LINE
10 
3
FIRE HYDRANT (TYP)
CONNECT TO EX
16" WATER MAIN
CONNECT TO EX
16" WATER MAIN
FIRE HYDRANT (TYP)
8" BACKFLOW
PREVENTER
2" DOMESTIC WATER
METER & BACKFLOW
8" BACKFLOW
PREVENTER
2" DOMESTIC WATER
METER & BACKFLOW
1.5" IRRIGATION
METER & BACKFLOW
5' SEWER MH
INV W 45.00
5' SEWER MH
INV E 42.50
INV S 42.40
6" SEWER
SERVICE
8" SEWER LINE
6" SEWER
SERVICE
8" FIRE LINE
4" WATER
LINE
8" FIRE LINE
4" WATER
LINE
5' SEWER MH
INV W 38.65
INV S 38.55
5' SEWER MH
INV N 39.75
INV E 39.65
8" SEWER LINE
8" SEWER LINE
2" WATER
SERVICE
4" FIRE
SERVICE
4" FIRE SERVICE
4" FIRE SERVICE
4" FIRE SERVICE
4" FIRE SERVICE
4" FIRE
SERVICE
4" FIRE SERVICE
4" FIRE SERVICE
4" FIRE SERVICE
2" WATER
SERVICE
2" WATER
SERVICE
6" SEWER
SERVICE
6" SEWER
SERVICE
2" WATER
SERVICE
8" FIRE LINE
4" WATER LINE
2" WATER
SERVICE
6" SEWER
SERVICE
8" FIRE LINE
4" WATER
LINE
2" WATER
SERVICE
6" SEWER
SERVICE
2" WATER
SERVICE
6" SEWER
SERVICE
2" WATER
SERVICE
6" SEWER
SERVICE
2" WATER
SERVICE
6" SEWER
SERVICE
2" WATER SERVICE
6" SEWER SERVICE
4" FIRE SERVICE
COMMERCIAL
FIRE HYDRANT
(TYP)
DOMES
N89° 21' 59"E
1146.34'
N89° 21' 59"E
2699.10'
S89° 22' 03"W
685.78'
S00° 37' 57"E
357.00'
S68° 33' 35"W
116.85'
S89° 22' 03"W
7.17'
S79° 13' 28"W
122.84'
S89° 09' 43"W
232.23'
N00° 38' 01"W
698.36'
N00° 38' 14"W
277.40'
N89° 21' 59"E
2699.10'
CONNECT TO EX
16" WATER MAIN
SEWER
CLEANOUT
CONNECT TO EX
16" WATER MAIN
8" BACKFLOW
PREVENTER
20' SEWER EASEMENT
12' GRAVEL
ACCESS DRIVE
SCALE IN FEET
40
80
0
SCALE IN FEET
DATE
DESCRIPTION
Plotted: 05/04/26 - 10:08 AM, By: cspaulding
File: M:\25006927_Evergreen_Eastmark_Mesa\2 Engineering\DWG\Preliminary\25006927_PRE_GRP.dwg, ---> 4 CONCEPTUAL UTILITY PLAN
PROJECT No.
SHEET No.
TITLE:
DRAWN BY:
CHECKED BY:
of
5
1ST SUBMITTAL
08/29/2025
05/04/2026
Contact Arizona 811 at least two full
working days before you begin excavation
Call 811 or click Arizona811.com
645 EAST MISSOURI AVENUE, SUITE 420
PHOENIX, ARIZONA 85012
(602) 297-8732
2ND SUBMITTAL
09/22/2025
3RD SUBMITTAL
12/22/2025
4TH SUBMITTAL
02/16/2026
5TH SUBMITTAL
04/14/2026
6TH SUBMITTAL
05/04/2026
CONCEPTUAL
UTILITY PLAN
CRS
SEL
25006927
4
CONCEPTUAL
GRADING & DRAINAGE
AND UTILITY PLAN
THE HOMESTEAD
AT SIGNAL
BUTTE
R
e
g
i
s
t
e
r
e
d
 
P
r
o
f
e
s
s
i
o
n
a
l
 
E
n
g
i
n
e
e
r
 
(
C
i
v
i
l
)
C
E
R
T
I
F
I
C
A
T
E
 
N
O
.
D
a
t
e
 
S
i
g
n
e
d
 
.
.
.
.
.
.
.
A
R
I
Z
O
N
A
 
U
.
S
.
A
.
44156
DAVID M.
SOLTYSIK
MATCHLINE - SEE SHEET 5
MATCHLINE - SEE RIGHT

T
R
S00° 37' 57"E  357.00'
T
R
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
S
FW
FW
FW
W
W
W
ww
W.Q.
ww
S
W.Q.
W.Q.
W.Q.
W.Q.
W.Q.
FW
SIGNAL BUTTE ROAD
 9 
1
 8 
3
10 
3
FIRE HYDRANT (TYP)
CONNECT TO EX
16" WATER MAIN
8" BACKFLOW
PREVENTER
2" DOMESTIC WATER
METER & BACKFLOW
5' SEWER MH
INV W 45.00
6" SEWER
SERVICE
 LINE
6" SEWER
SERVICE
4" WATER
LINE
2" WATER
SERVICE
4" FIRE
SERVICE
4" FIRE SERVICE
2" WATER
SERVICE
2" WATER
SERVICE
WER
VICE
4" FIRE SERVICE
COMMERCIAL
FIRE HYDRANT
(TYP)
SEWER MH
4" SEWER SERVICE
4" SEWER SERVICE
DOMESTIC WATER
METER & BACKFLOW
IRRIGATION METER
& BACKFLOW
8" SEWER LINE
PROP SEWER MH
CONNECT TO EX
20" WATER MAIN
CONNECT TO EX  WATER METER
RUBIDIUM AVENUE
DOMESTIC WATER & IRRIGATION
S00° 38' 01"E  2640.15'
S00° 38' 01"E
2640.15'
N89° 21' 59"E
1146.34'
N89° 21' 59"E
2699.10'
S89° 22' 03"W
685.78'
S00° 37' 57"E
357.00'
S89° 22' 03"W
7.17'
N00° 38' 14"W
277.40'
EXISTING
CELL TOWER
CONNECT TO EX
16" WATER MAIN
8" BACKFLOW
PREVENTER
SCALE IN FEET
40
80
0
SCALE IN FEET
DATE
DESCRIPTION
Plotted: 05/04/26 - 10:10 AM, By: cspaulding
File: M:\25006927_Evergreen_Eastmark_Mesa\2 Engineering\DWG\Preliminary\25006927_PRE_GRP.dwg, ---> 5 CONCEPTUAL UTILITY PLAN
PROJECT No.
SHEET No.
TITLE:
DRAWN BY:
CHECKED BY:
of
5
1ST SUBMITTAL
08/29/2025
05/04/2026
Contact Arizona 811 at least two full
working days before you begin excavation
Call 811 or click Arizona811.com
645 EAST MISSOURI AVENUE, SUITE 420
PHOENIX, ARIZONA 85012
(602) 297-8732
2ND SUBMITTAL
09/22/2025
3RD SUBMITTAL
12/22/2025
4TH SUBMITTAL
02/16/2026
5TH SUBMITTAL
04/14/2026
6TH SUBMITTAL
05/04/2026
CONCEPTUAL
UTILITY PLAN
CRS
SEL
25006927
5
CONCEPTUAL
GRADING & DRAINAGE
AND UTILITY PLAN
THE HOMESTEAD
AT SIGNAL
BUTTE
R
e
g
i
s
t
e
r
e
d
 
P
r
o
f
e
s
s
i
o
n
a
l
 
E
n
g
i
n
e
e
r
 
(
C
i
v
i
l
)
C
E
R
T
I
F
I
C
A
T
E
 
N
O
.
D
a
t
e
 
S
i
g
n
e
d
 
.
.
.
.
.
.
.
A
R
I
Z
O
N
A
 
U
.
S
.
A
.
44156
DAVID M.
SOLTYSIK
MATCHLINE - SEE SHEET 4