Preliminary Plat

RIM: 1205.07
INV: 1193.50 (N-S)
INV: 1193.70 (E)
W. CHERYL
 DRIVE
W. BERYL
AVENUE
NUE
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
28
76
27
77
26
78
TRACT E
79
80
1
2
3
4
5
6
7
8
9
TRACT D
25
24
23
22
21
29
31
32
33
30
TRACT I
TRACT F
TRACT B
55
53
52
51
54
50
48
47
46
49
45
43
42
44
20
19
18
17
16
15
10
11
12
13
14
TRACT C
35
36
37
34
38
40
41
39
TRACT G
TRACT A
TRACT H
TRACT A
CHERYL DRIVE
N. 49TH LANE
50TH DRIVE
BERYL AVENUE
WEST BROWN STREET
N. 51ST AVENUE
N. 49TH AVENUE
TRACT J
TRACT J
W. PEORIA AVENUE
W. PEORIA AVENUE
DATE
DESCRIPTION
Plotted: 09/23/21 - 2:27 PM, By: dwest
File: M:\1242_LandandSea_Sarival Farm_Glendale\DWG\Preliminary\1242 Preliminary Plat.dwg, ---> 1 COVER
PROJECT No.
SHEET No.
TITLE:
DRAWN BY:
CHECKED BY:
of
4
1ST SUBMITTAL
08/06/2021
09/22/2021
SR21-0093
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35584
DAVID M.
WEST
ARF21-11
2ND SUBMITTAL
09/22/2021
COVER
DLB
DMW
1242
1
REPLAT OF SARIVAL
FARMS
MARLOWE
W. OLIVE AVE.
N. 51ST AVE.
SITE
N. 43RD AVE.
W. PEORIA AVE.
BENCHMARK
BASIS OF BEARING
FLOOD ZONE
FLOOD ZONE DESIGNATION "X" PER F.E.M.A. FLOOD
INSURANCE RATE MAP, MAP NUMBERS 04013C1710L,
PANEL 1710 OF 4425, DATED 10/16/2013.
ZONE "X" - AREAS OF 0.2% ANNUAL CHANCE FLOOD;
AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE
DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE
AREAS LESS THAN 1 SQUARE MILE; AND AREAS
PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE
FLOOD.
 3" GLENDALE BRASS CAP IN HAND HOLE, STAMPED
N597" LOCATED AT THE INTERSECTION OF PEORIA AVE.
& 51ST AVE. GDACS POINT 25072-1, NAVD88 ELEVATION
1207.89.
LS-51 PEORIA, LLC
7600 E. DOUBLETREE RANCH ROAD, SUITE 240
SCOTTSDALE, ARIZONA 85258
CONTACT: SARAH ANDREWS
PHONE:  
480-629-4111
EMAIL:
SANDREWS@LANDSEAHOMES.COM
TERRASCAPE CONSULTING, LLC
645 E. MISSOURI AVE. SUITE 160
PHOENIX, ARIZONA 85012
CONTACT: DAVID WEST , PE
PHONE: 
(602) 297-8732
EMAIL: 
DWEST@TERRASCAPE.US
CIVIL ENGINEER
COLLECTIV LANDSCAPE ARCHITECTS
1426 NORTH 2ND STREET SUITE 200
PHOENIX, ARIZONA 85004
CONTACT: RYAN WILT, R.L.A.
PHONE: 
602-358-7711
EMAIL:
RYANW@COLLECTIVLA.COM
LANDSCAPE ARCHITECT
PROPERTY OWNER / SUBDIVIDER
PLANS ACCEPTANCE
THE CITY OF GLENDALE ACCEPTS THESE PLANS FOR
CONSTRUCTION, AS BEING IN GENERAL COMPLIANCE WITH PLAN
PREPARATION REQUIREMENTS OF THE CITY. RESPONSIBILITY
FOR THE COMPLETENESS AND ACCURACY OF THE PLANS AND
RELATED DESIGNS RESIDES WITH THE ENGINEER AND THE
ENGINEERING FIRM OF RECORD.
LAND DEVELOPMENT ENGINEER
DATE
TRANSPORTATION ENGINEER
DATE
RECORD DRAWING
I CERTIFY THAT THE LOCATIONS, ELEVATIONS, DEPTHS,
AND RECORD DRAWING COMMENTS ACCURATELY
REFLECT THE EXISTING FIELD CONDITIONS AND MATERIALS
ACTUALLY USED DURING CONSTRUCTION. THIS CERTIFICATION
IS BASED ON INFORMATION OBTAINED UNDER MY DIRECT
SUPERVISION AND IS CORRECT AND COMPLETE TO THE BEST OF
MY KNOWLEDGE AND BELIEF.
NAME
DATE
REGISTRATION NO. 
EXP. DATE
REVD. BY:
          ENGINEERING DEPARTMENT
S28, T3N, R2E
VICINITY MAP
N.T.S.
28
N 90°00'00" E - BEING THE NORTH LINE OF THE NORTHWEST
QUARTER OF THE NORTHWEST QUARTER OF SECTION 28, T
3 N., R 2 E., GILA AND SALT RIVER MERIDIAN.MARICOPA
COUNTY ARIZONA.
APPLICANT / PLANNER
SCAPEGOAT DESIGN STUDIOS
4026 N. MILLER RD., SUITE 100
SCOTTSDALE, ARIZONA 85251
CONTACT: JASON HADLEY
PHONE:  
602-584-9697
EMAIL:
JHADLEY@SCAPEGOATDS.COM
PRELIMINARY PLAT FOR
MARLOWE
A REPLAT OF SARIVAL FARMS
NEC OF N. 51ST AVENUE AND WEST BROWN STREET
GLENDALE, ARIZONA, 85302
GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA
UTILITY/AGENCY
PLANS
SUBMITTED TO
(NAME)
PLANS
REVIEWED BY
(NAME)
CONFLICT
RESOLUTION
DATE
GAS
SOUTHWEST GAS
CORPORATION
ELECTRIC
SRP - ELECTRICAL
IRRIGATION
SRP - IRRIGATION
TELEPHONE
CENTURY LINK
CATV
COX COMMUNICATIONS
WATER
CITY OF GLENDALE
SEWER
CITY OF GLENDALE
PROJECT INFORMATION
ADDRESS:
NEC OF N. 51ST AVENUE AND 
WEST BROWN STREET
GLENDALE, ARIZONA, 85302
APN:
148-05-496 TO 148-05-578
GROSS AREA 
19.00 AC (827,640 SF)
NET AREA (PROPOSED)
17.13 AC (746,163 SF)
PROPOSED UNITS:
80 DWELLING UNITS
DENSITY - GROSS:
4.21 DU/AC
DENSITY - NET:
4.62 DU/AC
EXISTING ZONING:
R1-6
PROPOSED ZONING:
R1-6
MINIMUM LOT SIZE:
60' x 100'
OPEN SPACE:
3.18 ACRES (18.56%)
FRONT SETBACK:
15' LIVING AREA, 20' GARAGE
SIDE SETBACK:
5' & 10' (15' MIN. BUILDING 
SEPARATION BETWEEN ADJACENT
LOTS)
STREET SIDE SETBACK:
10'
REAR SETBACK:
20'
SCALE IN FEET
100
200
0
SCALE IN FEET
SW COR
NW 1/4, NW 1/4
SEC 28, T3N, R2E
FD BC FLUSH
NW COR
SEC 28, T3N, R2E
FD BC IN HAND HOLD
BENCHMARK
GDACS POINT 25072-1
NAVD88 ELEV. 1207.89
SE COR
NW 1/4, NW 1/4
SEC 28, T3N, R2E
FD BC FLUSH
NE COR
NW 1/4, NW 1/4
SEC 28, T3N, R2E
FD BC IN HAND HOLD

℄
45'' TRACT
TRACT
LINE
9.5' PUFE
9.5' PUFE
2%
TRACT
LINE
5'
S/W
5'
S/W
2%
16' B/C
16' B/C
1.5%
14' E/P
14' E/P
1.5%
6:1 MAX
1.5% MIN
4:1 MAX
6:1 MAX
1.5% MIN
4:1 MAX
CONCRETE SIDEWALK
PER PAVEMENT SECTION
PRIVATE LOCAL STREET
4" ROLL OR 6" VERTICAL
CURB & GUTTER AS
NOTED ON PLAN (TYP.)
PRIVATE  LOCAL STREET
FACING NORTH OR WEST
N.T.S.
6' S
10' W
℄
45' R/W
8' PUFE
2%
R/W
32' E/P
6" VERTICAL CURB
EXISTING 51ST AVENUE
FACING NORTH
N.T.S.
34' B/C
6'
L/S
4'
S/W
EX. 35' R/W
EX.8'
PUFE
2%
R/W
EX. 20' E/P
6" VERTICAL
CURB
N. 49TH AVENUE
FACING NORTH
N.T.S.
23' W
EX. 22' B/C
EX. 8'
L/S
EX. 5'
S/W
PER PAVEMENT SECTION
51ST AVENUE
PER PAVEMENT SECTION
N. 49TH AVENUE
30' EX. R/W
8' PUFE
2%
R/W
4'
EX.
S/W
22' B/C
20' E/P
1.5%
8:1 MAX
1.5% MIN
8:1 MAX
CONCRETE SIDEWALK
PER PAVEMENT SECTION
WEST BROWN STREET
6" VERTICAL CURB &
GUTTER AS NOTED
ON PLAN (TYP.)
WEST BROWN STREET
FACING EAST
N.T.S.
7' S
8' W
4'
EX. L/S
30' R/W
8' PUFE
2%
R/W
5'
S/W
22' B/C
20' E/P
1.5%
8:1 MAX
1.5% MIN
8:1 MAX
3' L/S
℄
25'
R/W
8'
S/W
PUFE
ESMT.
2%
R/W
5'
S/W
21' B/C
1.5%
8:1 MAX
1.5% MIN
8:1 MAX
CONCRETE SIDEWALK
PER PAVEMENT
SECTION N. 49TH LANE
6" VERTICAL CURB &
GUTTER AS NOTED
ON PLAN (TYP.)
N. 49TH LANE
FACING NORTH
N.T.S.
7' S
10' W
8'
MEDIAN
TRACT
VARIES
25'
R/W
8'
S/W
PUFE
ESMT.
R/W
5'
S/W
21' B/C
1.5%
8:1 MAX
1.5% MIN
8:1 MAX
TRACT
VARIES
7' ± W
27' ± S
8:1 MAX
1.5% MIN
8:1 MAX
45' R/W
8' PUFE
2%
R/W
32' E/P
6" VERTICAL CURB
34' B/C
6'
L/S
5'
S/W
8:1 MAX
1.5% MIN
8:1 MAX
1.5%
MAX


7' S
25' R/W
8'
PUFE
2%
R/W
16' E/P
18' B/C
2'
L/S
5'
S/W
1.5%
MAX
CONCRETE SIDEWALK
CONCRETE SIDEWALK
6" VERTICAL
CURB
8:1 MAX
1.5% MIN
8:1 MAX
1.5% MIN
W
S
TYPICAL LOT GRADING
N.T.S.
0.5%
MIN.
0.5%
MIN.
98.13
SLOPE VARIES
℄
99.67
(ASSUMED)
99.0
98.37
TOP OF CURB=
FF-1.54 (MIN)
@ LOW SIDE
OF LOT
TOP OF CURB=
FF-1.30 (MIN)
@ HIGH SIDE
OF LOT
FG=99.34
(FF-0.33')
FG=99.34
(FF-0.33')
FG=98.84
(FF-0.83')
FG=98.84
(FF-0.83')
FG
FG
PUBLIC
ACCESS
EASEMENT
TRACT AREA SUMMARY
TRACT
AREA (SF)
AREA (ACRES)
USE
A
59053.86
1.36
LANDSCAPING, DOG PARK, PUFE, OPEN
SPACE, WATER/SEWER EASEMENT
RETENTION
B
21603.47
0.50
LANDSCAPING, RETENTION,
EMERGENCY ACCESS, PUFE,
OPEN SPACE
C
1387.16
0.03
LANDSCAPING, PUFE, OPEN SPACE
D
2792.98
0.06
LANDSCAPING, PUFE, OPEN SPACE
E
24314.13
0.56
LANDSCAPING, RETENTION, PUFE,
OPEN SPACE
F
2775.86
0.06
LANDSCAPING, PUFE, OPEN SPACE
G
21987.46
0.50
LANDSCAPING, RETENTION, PUFE,
OPEN SPACE
H
2775.76
0.06
LANDSCAPING, PUFE, OPEN SPACE
I
1823.19
0.04
LANDSCAPING, PUFE, OPEN SPACE
J
121781.81
2.80
PRIVATE STREET
TOTAL
138513.86
3.18
OPEN SPACE
GROSS
AREA
827799.27
19.00
NET
AREA
746160.46
17.13
% OPEN
SPACE
18.56
LOT AREA
LOT #
AREA (SF)
AVERAGE
WIDTH
(FT)
AVERAGE
LENGTH
(FT)
BUILDABLE
AREA (SF)
FRONT YARD
LANDSCAPE
(SF)
1
6000
60
100
2699
1149
2
6024
60
100
2688
1180
3
6000
60
100
2678
1179
4
6000
60
100
2678
1179
5
6000
60
100
2688
1179
6
6000
60
100
2673
1179
7
6000
60
100
2688
1179
8
6000
60
100
2683
1179
9
6000
60
100
2681
1179
10
6000
60
100
2388
1179
11
6000
60
100
2693
1179
12
6000
60
100
2695
1179
13
6000
60
100
2693
1179
14
6000
60
100
2989
1179
15
6000
60
100
2944
16
6000
60
100
2944
17
6000
60
100
2944
18
6000
60
100
2944
19
6000
60
100
2944
20
6000
60
100
2619
LOT AREA
LOT #
AREA
(SF)
AVERAGE
WIDTH
(SF)
AVERAGE
LENGTH
(FT)
BUILDABLE
AREA (SF)
21
6000
60
100
2619
22
6000
60
100
2944
23
6000
60
100
2944
24
6000
60
100
2944
25
6000
60
100
2944
26
6002
60
100
2945
27
6000
60
100
3000
28
6000
60
100
2700
29
6003
60
100
2701
30
6003
60
100
2617
31
6003
60
100
2944
32
6003
60
100
2944
33
6003
60
100
2944
34
6003
60
100
3273
35
6003
60
100
2944
36
6003
60
100
2944
37
6003
60
100
2944
38
6003
60
100
2944
39
6003
60
100
2944
40
6003
60
100
2944
LOT AREA
LOT #
AREA
(SF)
AVERAGE
WIDTH
(FT)
AVERAGE
LENGTH
(FT)
BUILDABLE
AREA (SF)
41
6003
60
100
2944
42
6003
60
100
2944
43
6003
60
100
2944
44
6003
60
100
2944
45
6003
60
100
2944
46
6003
60
100
2944
47
6003
60
100
2944
48
6003
60
100
2944
49
6005
60
100
2944
50
6001
60
100
2944
51
6003
60
100
2944
52
6003
60
100
3268
53
6003
60
100
2944
54
6003
60
100
2944
55
6003
60
100
2944
56
6303
60
100
2617
57
6302
60
105
3271
58
6301
60
105
2945
59
6299
60
105
2945
60
6298
60
105
2945
LOT AREA
LOT #
AREA
(SF)
AVERAGE
WIDTH
(SF)
AVERAGE
LENGTH
(SF)
BUILDABLE
AREA (SF)
FRONT YARD
LANDSCAPE
(SF)
61
6297
60
105
2945
62
6295
60
105
2943
63
6294
60
105
2945
64
6293
60
105
2944
65
6291
60
105
2944
66
6290
60
105
2944
67
6289
60
105
2944
68
6288
60
105
2944
69
6286
60
105
2944
70
6285
60
105
2944
71
6423
60
105
2944
72
6000
60
105
2959
73
6500
65
100
2851
1238
74
6500
65
100
3293
1252
75
6000
60
105
2699
1149
76
6000
60
105
2727
1149
77
6000
60
105
2698
1149
78
6000
60
105
2710
1149
79
6000
60
105
2710
1149
80
6000
60
105
2695
1149
TYPICAL LOT DIMENSIONS
N.T.S.
100'
MIN.
60'
MIN.
100'
MIN.
5'
SIDE BSL
10'
SIDE BSL
20'
REAR BSL
PUBLIC
ACCESS
EASEMENT
LOT
BOUNDARY
15'
FRONT BSL
(LIVING AREA)
60'
MIN.
PUFE
TRACT
LINE
20'
FRONT BSL
(GARAGE)
BUILDING
AREA
DATE
DESCRIPTION
Plotted: 09/23/21 - 2:27 PM, By: dwest
File: M:\1242_LandandSea_Sarival Farm_Glendale\DWG\Preliminary\1242 Preliminary Plat.dwg, ---> 2 DETAILS
PROJECT No.
SHEET No.
TITLE:
DRAWN BY:
CHECKED BY:
of
4
1ST SUBMITTAL
08/06/2021
09/22/2021
SR21-0093
R
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35584
DAVID M.
WEST
ARF21-11
2ND SUBMITTAL
09/22/2021
DETAILS
DLB
DMW
1242
2
REPLAT OF SARIVAL
FARMS
MARLOWE
93.00
93.00G
93.00P
93.00TC
93.00TW
93.0
C 93.00
G 93.00
P 93.00
TC 93.00
TW 93.00
TF 93.00
TRW 93.00
RIM 93.00
GR 93.00
DC 93.00
93.00C
93.00FL
93.00TF
93.00TRW
93.00R
93.00GR
93.00DC
FL 93.00
CURB OPENING ELEVATION
GRATE ELEVATION
RIM ELEVATION
FLOW LINE ELEVATION
GUTTER ELEVATION
TOP OF CURB ELEVATION
TOP OF FOOTING ELEVATION
TOP OF RETAINING WALL ELEVATION
TOP OF WALL ELEVATION
CONCRETE ELEVATION
PAVEMENT ELEVATION
GROUND ELEVATION
 ABBREVIATIONS:
B/C 
BACK OF CURB
BLDG
BUILDING
BOT
BOTTOM
CB
CATCH BASIN
CT
CURB TRANSITION
DC
DEPRESSED CURB
EA
EACH
ESMT
EASEMENT
EXIST / EX EXISTING
F/C
FACE OF CURB
FFE
FINISH FLOOR ELEVATION
G
GUTTER ELEVATION
GB
GRADE BREAK
GC
GRADE CHANGE
GR
GRATE ELEVATION
HW
HIGH WATER ELEVATION
LF
LINEAR FEET
LT
LEFT
MH
MANHOLE
P
PAVEMENT ELEVATION
PC
POINT OF CURVATURE
PRC 
POINT OF REVERSE CURVE
PT 
POINT OF TANGENT
PUE
PUBLIC UTILITY EASEMENT
PUFE
PUBLIC UTILITY AND FACILITY EASEMENT
RIM
RIM ELEVATION
RB
RETENTION BASIN
RT
RIGHT
R/W
RIGHT OF WAY
RW
RECLAIMED WATER
SWR
SANITARY SEWER
SD 
STORM DRAIN
SF
SQUARE FEET
STA
STATION
SY
SQUARE YARD
TC
TOP OF CURB ELEVATION
TF
TOP OF FOOTING/TOP OF FENCE
TRW 
TOP OF RETAINING WALL
TW 
TOP OF WALL
WTR
WATER
VOL
VOLUME
96
LEGEND
PROPOSED
EXISTING
95
S
S
W
FW
FR
FR
SECTION LINE
FLOW PATH
PROPERTY LINE
GRADE BREAK
FIRE LINE
IRRIGATION LINE
WATER LINE SERVICE
WATER LINE
ELECTRIC LINE
FIBER OPTIC LINE
CONTOUR-MAJOR
GAS LINE
RECLAIMED WATER LINE
EASEMENT
CONTOUR-MINOR
CENTER LINE
FIRE LINE SERVICE
CURB AND GUTTER (TOWARDS CURB)
SANITARY SEWER LATERAL
CURB AND GUTTER (AWAY FROM CURB)
ROLL CURB (TOWARDS CURB)
ROLL CURB (AWAY FROM CURB)
SANITARY SEWER(12" & SMALLER)
SANITARY SEWER(GREATER THAN 12")
FIRE HYDRANT LINE
FIRE RISER SERVICE
FIRE RISER
VALLEY GUTTER
CURB
VIEW FENCE
SIDEWALK
BLOCK WALL
W
FW
S
W
FW
SPECIAL NOTE:
TRACT J IS A PRIVATE ROAD OVER WHICH IS DEDICATED TO THE PUBLIC AN
EASEMENT FOR ACCESS, UTILITIES, DRAINAGE, REFUSE COLLECTION,
EMERGENCE AND SERVICE TYPE VEHICLES, WATER AND SEWER.

W
W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SVT
SVT
SDT
SDT
PROPOSED FH
PROPOSED FH
PROPOSED FH
EXISTING FH
PROPOSED FH
RETENTION BASIN A
RETENTION
BASIN B
PEDESTRIAN ACCESS
EASEMENT (TYP.)
25' R/W
BK. 1390,
PG. 43,
 M.C.R.
25' MULTI-USE BENEFIT EASEMENT
BK. 1390, PG. 43, M.C.R.
1' V.N.A.E.
BK. 1390, PG. 43, M.C.R.
1' V.N.A.E.
BK. 1390, PG. 43, M.C.R.
8' PUBLIC UTILITY EASEMENT
BK. 1390, PG. 43, M.C.R.
25' R/W
BK. 1390,
PG. 43,
 M.C.R.
20' MULTI-USE BENEFIT EASEMENT
BK. 1390, PG. 43, M.C.R.
20' MULTI-USE BENEFIT EASEMENT
BK. 1390, PG. 43, M.C.R.
20' MULTI-USE BENEFIT EASEMENT
BK. 1390, PG. 43, M.C.R.
20' M
BK. 
20' MULTI-USE BENEFIT EASEMENT
BK. 1390, PG. 43, M.C.R.
20' MULTI-USE BENEFIT EASEMENT
BK. 1390, PG. 43, M.C.R.
8' P.U.F.E.
BK. 1390, PG.
43, M.C.R.
8' P.U.F.E.
BK. 1390, PG.
43, M.C.R.
8' P.U.F.E.
BK. 1390, PG.
43, M.C.R.
30' R/W
BK. 1390,
 PG. 43,
 M.C.R.
30' X 30' SITE
VISIBILITY EASE.
BK. 1390, PG. 43,
M.C.R. (TYP.)
30' X 30' SITE
VISIBILITY EASE.
BK. 1390, PG. 43,
M.C.R. (TYP.)
30' X 30' SITE
VISIBILITY EASE.
BK. 1390, PG. 43,
M.C.R. (TYP.)
8' P.U.F.E.
BK. 1390, PG.
43, M.C.R.
8' P.U.F.E.
BK. 1390, PG.
43, M.C.R.
8' P.U.F.E.
BK. 1390, PG.
43, M.C.R.
8' P.U.F.E.
BK. 1390, PG.
43, M.C.R.
8' P U F E
1' V.N.A.E.
BK. 1390, PG. 43, M.C.R.
5' MULTI-USE BENEFIT EASEMENT
BK. 1390, PG. 43, M.C.R. (TYP.)
1' V.N.A.E.
BK. 1390, PG. 43, M.C.R.
(TYP.)
1' V.N.A.E.
BK. 1390, PG. 43, M.C.R.
(TYP.)
5' MULTI-USE BENEFIT
EASEMENT
BK. 1390, PG. 43,
M.C.R. (TYP.)
5' MULTI-USE BENEFIT EASEMENT
BK. 1390, PG. 43, M.C.R. (TYP.)
1' V.N.A.E.
BK. 1390, PG. 43, M.C.R.
(TYP.)
8' P.U.F.E.
BK. 1390, PG.
43, M.C.R.
8' P.U.F.E.
BK. 1390, PG.
43, M.C.R.
8' P.U.F.E.
BK. 1390, PG.
43, M.C.R.
1' V.N.A.E.
BK. 1390, PG. 43, M.C.R.
40' WATER & SEWER EASEMENT
BK. 1390, PG. 43, M.C.R.
GREENBRIER GROVES UNIT TWO
BK. 187, PG. 33, M.C.R.
GREENBRIER GROVES UNIT TWO
BK. 187, PG. 33, M.C.R.
GREENBRIER UNIT 4
BK. 171, PG. 5, M.C.R.
GREENBRIER UNIT 4
BK. 171, PG. 5, M.C.R.
UNSUBDIVIDED
APN 148-05-001M
WINCO FOODS LLC
UNSUBDIVIDED
APN 148-05-001M
WINCO FOODS LLC
30' R/W
BK. 171,
 PG. 5,
 M.C.R.
20' R/W
BK. 1390,
 PG. 43,
 M.C.R.
30' R/W
BK. 171,
 PG. 5,
 M.C.R.
45' R/W
BK. 187, PG.
 33, M.C.R.
SIGHT DISTANCE LINE
BK. 1390, PG. 43,
M.C.R. (TYP.)
34.5'±
BC
34.5'±
BC
21.7'±
EP-BC
17'±
EP
45' R/W
BK. 187, PG.
 33, M.C.R.
25' R/W
BK. 1390,
PG. 43,
 M.C.R.
25' R/W
BK. 1390,
PG. 43,
 M.C.R.
25' R/W
BK. 1390,
PG. 43,
 M.C.R.
25' R/W
BK. 1390,
PG. 43,
 M.C.R.
25' R/W
BK. 1390,
PG. 43,
 M.C.R.
25' R/W
BK. 1390,
PG. 43,
 M.C.R.
30' TRACT
BK. 1390,
PG. 43,
 M.C.R.
30' TRACT
BK. 1390,
PG. 43,
 M.C.R.
W. BERYL AVENUE
1'
VNAE
1'
VNAE
1'
VNAE
1'
VNAE
1'
VNAE
1'
VNAE
1'
VNAE
1'
VNAE
1'
VNAE
1'
VNAE
30'
R/W
8'
PUFE
45'
R/W
9.5'
PUFE
9.5'
PUFE
50'
R/W
8'
PUE
8'
PUE
45'
R/W
9.5'
PUFE
9.5'
PUFE
45'
R/W
9.5'
PUFE
9.5'
PUFE
1'
VNAE
1'
VNAE
EX. 30'
R/W
45'
R/W
8'
PUFE
45'
R/W
TRACT G
CHERYL DRIVE
S89° 58' 44"W
1225.90'
N44° 45' 01"W
21.11'
N00° 31' 17"E
580.23'
N90° 00' 00"E
1253.06'
57
58
59
60
61
62
63
64
65
66
67
68
69
7
8
9
TRACT D
24
23
22
21
32
33
TRACT I
53
52
51
54
50
48
47
46
49
45
43
42
44
20
19
18
17
16
15
10
11
12
13
14
35
36
37
34
38
40
41
39
TRACT G
TRACT A
TRACT H
TRACT A
20'
BSL
(TYP.)
10'
BSL
(TYP.)
5'
BSL
(TYP.)
EXISTING FH
30' SEWERLINE &
FACILITIES EASEMENT
DOCKET 10663, PAGE
1186, M.C.R.
NEW 20' WATER
EASMENT
1' V.N.A.E.
BK. 1390, PG. 43, M.C.R.
20' R/W
BK. 1390,
 PG. 43,
 M.C.R.
TRACT J
PRIVATE ROAD OVER WHICH IS DEDICATED
TO THE PUBLIC AND EASEMENT FOR ACCESS,
UTILITIES, DRAINAGE, REFUSE COLLECTION,
EMERGENCE AND SERVICE TYPE VEHICLES,
WATER AND SEWER EASEMENT.
CHERYL DRIVE
N. 49TH LANE
50TH DRIVE
BERYL AVENUE
WEST BROWN STREET
N. 51ST AVENUE
TRACT J
TRACT J
TRACT J
TRACT J
NEW 20' SEWER
EASMENT
SCALE IN FEET
40
80
0
SCALE IN FEET
PRELIMINARY PLAT FOR
MARLOWE
A REPLAT OF SARIVAL FARMS
NEC OF N. 51ST AVENUE AND WEST BROWN STREET
GLENDALE, ARIZONA, 85302
GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA
DATE
DESCRIPTION
Plotted: 09/23/21 - 2:27 PM, By: dwest
File: M:\1242_LandandSea_Sarival Farm_Glendale\DWG\Preliminary\1242 Preliminary Plat.dwg, ---> 3 PRELIMINARY PLAT
PROJECT No.
SHEET No.
TITLE:
DRAWN BY:
CHECKED BY:
of
4
1ST SUBMITTAL
08/06/2021
09/22/2021
SR21-0093
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35584
DAVID M.
WEST
ARF21-11
2ND SUBMITTAL
09/22/2021
PRELIMINARY
PLAT
DLB
DMW
1242
3
REPLAT OF SARIVAL
FARMS
MARLOWE
MATCHLINE - SEE SHT 2

S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
SVT
SDT
EX. N89° 58' 24"E
1075.90'
EX. N45° 06' 38"E
21.26'
EX. N00° 14' 52"E
589.62'
EX. N90° 00' 00"W
1258.01'
49TH DRIVE
PROPOSED FH
PROPOSED FH
EXISTING FH
EXISTING FH
NTION
SIN B
RETENTION BASIN C
10' PRIVATE IRRIGATION EASEMENT
BK. 1390, PG. 43, M.C.R.
25' MULTI-USE BENEFIT EASEMENT
BK. 1390, PG. 43, M.C.R.
20' MULTI-USE
BENEFIT EASEMENT
BK. 1390, PG. 43, M.C.R.
20' MULTI-USE
BENEFIT EASEMENT
BK. 1390, PG. 43, M.C.R.
20' MULTI-USE BENEFIT EASEMENT
BK. 1390, PG. 43, M.C.R.
20' MULTI-USE BENEFIT EASEMENT
BK. 1390, PG. 43, M.C.R.
20' MULTI-USE BENEFIT EASEMENT
BK. 1390, PG. 43, M.C.R.
20' MULTI-USE BENEFIT EASEMENT
BK. 1390, PG. 43, M.C.R.
30' X 30' SITE
VISIBILITY EASE.
BK. 1390, PG. 43,
M.C.R. (TYP.)
8' P.U.F.E.
BK. 1390, PG.
43, M.C.R.
8' P.U.F.E.
BK. 1390, PG.
43, M.C.R.
8' P.U.F.E.
BK. 1390, PG.
43, M.C.R.
1' V.N.A.E.
BK. 1390, PG. 43, M.C.R.
5' MULTI-USE BENEFIT EASEMENT
BK. 1390, PG. 43, M.C.R. (TYP.)
E.
R.
P.)
8' P.U.F.E.
BK. 1390, PG.
43, M.C.R.
8' P.U.F.E.
BK. 1390, PG.
43, M.C.R.
8' P.U.F.E.
BK. 1390, PG.
43, M.C.R.
35' R/W
BK. 148 PG. 29,
 M.C.R.
W. CHERYL
 DRIVE
W. BERYL
AVENUE
GREENBRIER UNIT 4
BK. 171, PG. 5, M.C.R.
ADVENTURE HOMES AMENDED
BK. 159, PG. 26, M.C.R.
ADVENTURE HOMES
BK. 148, PG. 29, M.C.R.
ADVENTURE HOMES
BK. 148, PG. 29, M.C.R.
ADVENTURE HOMES
BK. 148, PG. 29, M.C.R.
UNSUBDIVIDED
APN 148-05-001N
D&J CAPITAL
ENTERPRISES II LLC
UNSUBDIVIDED
APN 148-05-001M
WINCO FOODS LLC
20' R/W
BK. 1390,
 PG. 43,
 M.C.R.
30' R/W
BK. 171,
 PG. 5,
 M.C.R.
SIDEWALK EASEMENT
BK. 1390, PG. 43, M.C.R.
1' V.N.A.E.
BK. 1390, PG. 43, M.C.R.
(TYP.)
21.3'±
EP-BC
22.2'±
EP-BC
22'±
EP-BC
25' R/W
BK. 1390,
PG. 43,
 M.C.R.
25' R/W
BK. 1390,
PG. 43,
 M.C.R.
25' R/W
BK. 1390,
PG. 43,
 M.C.R.
25' R/W
BK. 1390,
PG. 43,
 M.C.R.
25' R/W
BK. 1390,
PG. 43,
 M.C.R.
25' R/W
BK. 1390,
PG. 43,
 M.C.R.
30' TRACT
BK. 1390,
PG. 43,
 M.C.R.
1'
VNAE
1'
VNAE
1'
VNAE
1'
VNAE
1'
VNAE
1'
VNAE
1'
VNAE
1'
VNAE
8'
PUE
45'
R/W
9.5'
PUFE
9.5'
PUFE
1'
VNAE
8'
PUE
1'
VNAE
1'
VNAE
EX. 35'
R/W
45'
R/W
9.5'
PUFE
9.5'
PUFE
S45° 07' 07"W
21.26'
S00° 14' 53"W
579.76'
56
67
68
69
70
71
72
73
74
75
28
76
27
77
26
78
TRACT E
79
80
1
2
3
4
5
6
7
8
9
TRACT D
25
24
23
22
29
31
32
33
30
TRACT F
TRACT B
55
53
52
54
TRACT C
34
CT G
10'
BSL
(TYP.)
20'
BSL
(TYP.)
5'
BSL
(TYP.)
RETENTION BASIN D
EXISTING FH
20' MULTI-USE
BENEFIT EASEMENT
BK. 1390, PG. 43, M.C.R.
8' P.U.F.E.
BK. 1390, PG.
43, M.C.R.
8' P.U.F.E.
BK. 1390, PG.
43, M.C.R.
20' R/W
BK. 1390,
 PG. 43,
 M.C.R.
8' P.U.F.E.
BK. 1390, PG.
43, M.C.R.
30' SEWERLINE &
FACILITIES EASEMENT
DOCKET 10663, PAGE
1186, M.C.R.
PAVED WITH ASPHALT
OR CONCRETE PER
FIRE DEPARTMENT
REQUIREMENTS
25'
R/W
30' X 30' SITE
VISIBILITY EASE.
BK. 1390, PG. 43,
M.C.R. (TYP.)
TRACT J
TRACT J
CHERYL DRIVE
N. 49TH AVENUE
TRACT J
SCALE IN FEET
40
80
0
SCALE IN FEET
PRELIMINARY PLAT FOR
MARLOWE
A REPLAT OF SARIVAL FARMS
NEC OF N. 51ST AVENUE AND WEST BROWN STREET
GLENDALE, ARIZONA, 85302
GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA
DATE
DESCRIPTION
Plotted: 09/23/21 - 2:27 PM, By: dwest
File: M:\1242_LandandSea_Sarival Farm_Glendale\DWG\Preliminary\1242 Preliminary Plat.dwg, ---> 4 PRELIMINARY PLAT
PROJECT No.
SHEET No.
TITLE:
DRAWN BY:
CHECKED BY:
of
4
1ST SUBMITTAL
08/06/2021
09/22/2021
SR21-0093
R
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i
s
t
e
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d
 
P
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f e
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s i
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(
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C
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E
 
N
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S
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35584
DAVID M.
WEST
ARF21-11
2ND SUBMITTAL
09/22/2021
PRELIMINARY
PLAT
DLB
DMW
1242
4
REPLAT OF SARIVAL
FARMS
MARLOWE
MATCHLINE - SEE SHEET 1