Site Plan

SITE PLAN FOR
LEGAL DESCRIPTION
E OLD PECOS RD.
A PARCEL OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION STONELAKE INDUSTRIAL
5, TOWNSHIP 2 SOUTH, RANGE 7 EAST, OF THE GILA AND SALT RIVER BASE
AND MERIDIAN, MARICOPA COUNTY, ARIZONA, MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 5 FROM PROJECT DATA 7730 E PECOS ROAD
WHICH THE NORTHWEST CORNER OF SAID SECTION 5 BEARS NORTH
MESA, ARIZONA 85212
00°45'00" WEST, 2654.28 FEET; AREA (NET) = 35.72 AC (1,556,116 SF) RD.
LOCATED IN THE NORTHWEST QUARTER OF SECTION 5, TOWNSHIP 2 SOUTH, RANGE 7 EAST, RD. SITE
THENCE NORTH 00°45'00" WEST, 1327.14 FEET ALONG THE WEST LINE OF AREA (GROSS) = 38.86 AC (1,692,801 SF) 420
THE NORTHWEST QUARTER OF SAID SECTION 5; GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA E PECOS RD.
THENCE SOUTH 89°36'55" EAST, 97.02 FEET, DEPARTING FROM SAID WEST ADDRESS: PHASE 1 1 POWER ELLSWORTH
LINE TO A POINT LOCATED ON THE EAST RIGHT-OF-WAY LINE OF RD. SUITE
7734 E PECOS RD (BLDG C) S
SOSSAMAN ROAD, SAID POINT BEING THE POINT OF BEGINNING; PHASE 1 85012
7730 E PECOS RD (BLDG D) ST
THENCE CONTINUING SOUTH 89°36'55" EAST, 1220.99 FEET, DEPARTING UPRR
FROM SAID RIGHT-OF-WAY LINE TO THE EAST LINE OF THE NORTHWEST MESA, AZ 85212 ACQUISITION FW FW PHASE 2 SOSSAMAN 80TH
QUARTER OF SAID SECTION 5; PHASE 2 AREA S AVENUE,
7021 S SOSSAMAN RD (BLDG A) ARIZONA 297-8732
THENCE SOUTH 00°42'44" EAST, 1259.19 FEET ALONG THE EAST LINE OF S
THE NORTHWEST QUARTER OF SAID SECTION 5 TO THE NORTH MESA, AZ 85212
RIGHT-OF-WAY LINE OF PECOS ROAD; PHASE 3 LOT 3
THENCE ALONG SAID NORTH RIGHT-OF-WAY LINE FOR THE FOLLOWING 7125 S SOSSAMAN RD (BLDG B) FDC E GERMANN RD. MISSOURI (602)
FOUR CALLS: MESA, AZ 85212 1 2 BLDG A PHOENIX,
THENCE NORTH 89°44'32" WEST, 687.29 FEET; LOT 1 1 VICINITY MAP
APN: 304-61-005A PHASE PHASE 2 1
THENCE NORTH 00°15'25" EAST, 10.00 FEET; FW EAST
THENCE NORTH 89°44'32" WEST, 540.00 FEET; FW PHASE PHASE
ZONING: GI (PREOZ) TRACT A
THENCE NORTH 45°14'39" WEST, 35.66 FEET TO THE EAST RIGHT-OF-WAY EXISTING USE: VACANT 645
LINE OF SAID SOSSAMAN ROAD; SES
PROPOSED USE: INDUSTRIAL
THENCE ALONG SAID EAST RIGHT-OF-WAY LINE FOR THE FOLLOWING FIVE 1 CIVIL ENGINEER
CALLS: VAN r o f e s s i o n a l E n g
REQUIRED PARKING CALCULATION W W W co e d P T I F I C A T E i n e e r ATWELL, LLC
THENCE NORTH 00°45'00" WEST, 266.14 FEET TO THE BEGINNING OF A e r E R N O (
TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 5435.00 FEET; i s t C 44156 . C i 645 E. MISSOURI AVE. SUITE 420
THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF STANDARD PARKING CALCULATION REQ'D SPACES PHASE 2 PHASE 2 R e g DAVID M. v i ) l PHOENIX, ARIZONA 85012
03°07'31", AN ARC LENGTH OF 296.46 FEET; 511,706 SF (1 SPACE/900 SF BLDG*) = 569 PHASE 1 TRACT C PHASE 1 D SOLTYSIK . .
W W PHASE W W 1 FW TRACT C a t e 11/20/2025 . . CONTACT: DAVE SOLTYSIK, P.E.
THENCE NORTH 02°22'31" EAST, 286.88 FEET TO THE BEGINNING OF A ADA PARKING CALCULATION** REQ'D SPACES A S i g n e d . . . . PHONE: (602) 297-8732
TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 5565.00 FEET; PHASE 3 R I Z O N U . S . A EMAIL: DSOLTYSIK@ATWELL.COM
STANDARD (2% TOTAL PARKING) = 16 W A
THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF VAN (1 SPACE/6 STANDARD ADA SPACES) = 03 ROAD VAN VAN
03°07'31", AN ARC LENGTH OF 303.55 FEET;
THENCE NORTH 00°45'00" WEST, 74.04 FEET ALONG SAID RIGHT-OF-WAY * FOR WAREHOUSE LAND USES PER CITY OF MESA ZONING ORDINANCE DEVELOPER / APPLICANT
LINE TO THE POINT OF BEGINNING. ** NUMBER OF ADA PARKING STALLS REQUIRED PER TABLE 208.2 OF THE FDC SITE PLAN ADJUSTED TO
2010 ADA STANDARDS FOR ACCESSIBLE DESIGN MANUAL. FOR EVERY 6 3 1 WW BLDG C INCLUDE PHASING, AND STONELAKE CAPITAL PARTNERS
SPACES REQUIRED BY 208.2, AT LEAST ONE SHALL BE VAN PARKING W LOT & TRACT LINES 3200 GRACIE KILTZ LN, SUITE 500
ABBREVIATIONS SPACE. STALL SIZE PER COM STD DETAIL M-23.06. SOSSAMAN 1 3 PHASE PHASE AUSTIN, TEXAS 78758
B/C BACK OF CURB PHASE PHASE SES CONTACT: TRAVIS EICKENHORST
BLDG BUILDING PROVIDED PARKING CALCULATION PHONE: (512) 660-6217
CL CENTERLINE FW C FW EMAIL: TEICKENHORST@STONELAKE.COM
COM CITY OF MESA PROVIDED PARKING CALCULATION PROV'D SPACES BLDG B SES LOT 3
DTL DETAIL TRACT B W W FW
EA EACH STANDARD VEHICLE PARKING (9' X 18') = 759 LOT 2 co TRACT
PROPERTY OWNER
ESMT EASEMENT TRUCK PARKING (12' X 55') = 51 SES o f e s s i o n a l E n g
EOP EDGE OF PAVEMENT STANDARD ADA PARKING (8' X 18' W/ 5' AISLE) = 21 e d P r T I F I C A T E i n e e
EX EXISTING SL7 MESA INDUSTRIAL LP e r E R N O r (
F/C FACE OF CURB VAN ADA PARKING (8' X 18' W/ 8' AISLE) = 03 DN 3200 GRACIE KILTZ, SUITE 500 i s t C 44156 . C i
FD FIRE DEPARTMENT TOTAL PROVIDED PARKING = 834 AUSTIN, TEXAS 78758 e R g DAVID M. v i l )
FDN FOUNDATION BLDG D SOLTYSIK
GFA GROSS FLOOR AREA FDC CONTACT: TRAVIS EICKENHORST D a t 04/24/2023 . . . .
LS LANDSCAPE PARKING CALCULATION PER BUILDING PHONE: (512) 660-6217 A e S i g n e d . . . .
ML MONUMENT LINE FDC EMAIL: TEICKENHORST@STONELAKE.COM R I Z O N A U . S . A
MZO MESA ZONING ORDINANCE
PUFE PUBLIC UTILITY & FACILITY EASEMENT PHASE 1 FW
TRACT D
PROP PROPOSED BUILDING C PHASE 3 LANDSCAPE ARCHITECT
R/W RIGHT-OF-WAY
SB SETBACK REQUIRED VEHICLE SPACES (1 SPACE/900 SF BLDG) = 91 PHASE 1
SEC SECTION PROVIDED VEHICLE SPACES = 143 IN2IT STUDIO, LLC
SF SQUARE FEET 2040 S ALMA SCHOOL ROAD, SUITE #1-408
STD STANDARD BUILDING D CHANDLER, ARIZONA 85286
S/W SIDEWALK REQUIRED VEHICLE SPACES (1 SPACE/900 SF BLDG) = 91 STONELAKE
SVT SIGHT VISIBILITY TRIANGLE SCALE IN FEET
SY SQUARE YARD PROVIDED VEHICLE SPACES = 138 CONTACT: RICK SCHWARZ
TYP TYPICAL PECOS ROAD 0 150 300 PHONE: (602) 214-9216 INDUSTRIAL
UPRR UNION PACIFIC RAILROAD PHASE 2 EMAIL: RSCHWARZ@IN2ITSTUDIO.COM
VC&G VERTICAL CURB & GUTTER
BUILDING A
KEY MAP ARCHITECT
REQUIRED VEHICLE SPACES (1 SPACE/900 SF BLDG) = 271
CONSTRUCTION CODES PROVIDED VEHICLE SPACES = 284
POWERS BROWN ARCHITECTURE
2018 INTERNATIONAL BUILDING CODE 2150 W 29TH AVE, SUITE 400 SITE PLAN
2018 INTERNATIONAL FIRE CODE PHASE 3 DENVER, CO 80211
2018 INTERNATIONAL PLUMBING CODE BUILDING B
CONTACT: BRYANT MAZZETTI
2018 INTERNATIONAL MECHANICAL CODE REQUIRED VEHICLE SPACES (1 SPACE/900 SF BLDG) = 118 PHONE: (720) 500-3861
2017 NATIONAL ELECTRIC CODE PROVIDED VEHICLE SPACES = 218 EMAIL: MAZZETTI@POWERSBROWN.COM
1
BUILDING AREA CALCULATION BIKE PARKING CALCULATION ZONING STANDARDS - GI (PREOZ) COMMON (EMPLOYEE) OPEN SPACE BENCHMARK
BLDG I.D. AREA (SF) 1 BIKE SPACE REQUIRED PER 10 PROPOSED VEHICLE PARKING SPACES. MIN BLDG SETBACKS* REQ'D PROV'D BLDG I.D. ENTRY LOCATION ENTRY TYPE REQ'D* PROV'D CITY OF MESA BRASS TAG ON THE NORTHWEST CORNER
PHASE 1 AFTER 50 BIKE SPACES, REQUIRED NUMBER OF ADDITIONAL SPACES IS 1 A WEST PRIMARY 2,183 SF OF BRIDGE AT THE INTERSECTION OF SOSSAMAN ROAD
ARTERIAL ROADWAYS 15 FT 15 FT & GERMANN ROAD. ELEVATION = 1356.78 (NAVD 88)
C 81,059 1 PER 20 VEHICLE PARKING SPACES PER MZO SEC 11-32-8(A)(2). 2,458 SF
ADJACENT INDUSTRIAL DEVELOPMENT 15 FT 15 FT A EAST PRIMARY 4,995 SF
D 81,059 BIKE SPACES REQUIRED = (500 SPACES / 10) + (283 SPACES / 20) = 65
PHASE 2 BIKE SPACES PROVIDED = 65 FOUNDATION BASE WIDTH REQ'D PROV'D B WEST PRIMARY 1,631 SF BASIS OF BEARING
A 243,634 BLDG FRONT 15 FT 12 FT (a) B NORTH SECONDARY 1,071 SF 1,628 SF BASIS OF BEARING - SOUTH 89°44'08" EAST, BEING THE
PHASE 3 REFUSE CALCULATION BLDG SIDE 10 FT 12 FT (a) B SOUTH SECONDARY 1,590 SF SOUTH LINE OF THE NORTHWEST QUARTER OF SECTION
B 105,954 BLDG REAR 10 FT 0 FT (b) 5, TOWNSHIP 2 SOUTH, RANGE 7 EAT, GILA AND SALT
C NORTH PRIMARY 2,020 SF RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA
TOTAL 511,706 SF BLDG I.D. AREA (SF) REQ'D* PROV'D MAX BUILDING HEIGHT 50' 47'-8"
C WEST SECONDARY 811 SF 1,414 SF
PHASE 1 LOT COVERAGE (BLDGS + IMPERVIOUS AREAS) 90% 85% FLOOD ZONE
C 81,059 4 4 C EAST SECONDARY 1,414 SF
D 81,059 4 4 1 COMMON AREA (1% GFA) 5,151 SF 21,915 SF D SOUTH PRIMARY 1,812 SF FLOOD ZONE DESIGNATION "X" PER F.E.M.A. FLOOD
PHASE 2 MAX PARKING SCREEN WALL HEIGHT 3.5 FT 3.5 FT INSURANCE RATE MAP, MAP NUMBERS 04013C2770L, DATE DESCRIPTION
A 243,634 6 6 D WEST SECONDARY 811 SF 1,812 SF PANEL 2770 OF 4425, DATED OCTOBER 16TH, 2013.
MAX LOADING DOCK SCREEN WALL HEIGHT 8 FT 8 FT
PHASE 3 D EAST SECONDARY 1,416 SF
B 105,954 6 6 a) MAX FOUNDATION BASE THAT MEETS FIRE CODE IS 12'. FIRE LANE MUST BE ZONE "X" - AREAS OF 0.2% ANNUAL CHANCE FLOOD;
PROJECT TOTAL 5,151 SF 21,915 SF AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE
TOTAL 511,706 20 20 WITH IN 30' OF BLDG FACE. DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE
* CALCULATION PER COM STD DTL M-62.02.2 b) BLDG REAR IS PARKING DOCK. * COMMON OPEN SPACE PER SECTION 11-7-3(B0(1)(d)) OF THE CITY OF MESA ZONING AREAS LESS THAN 1 SQUARE MILE; AND AREAS
PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE
ORDINANCE FLOOD.
KEY NOTE:
COVER 8" 1. 1 BOARD FORMED CONCRETE SCREEN WALL. SHEET INDEX 1
8'-0"
1 ---> 2'-0" PLAN VIEW 2. 2 STEEL FRAME.
COVER 1
1'-5" 5'-2" 1'-5" 32'-0" SITE PLAN 2
PR_SIT.dwg, 4" 3. 3 PERFORATED CORTEN 'WESTERN WAVE' SCREEN PANEL. CIRCULATION PLAN 3
UTILITY PHASING PLAN 4
4. 4 STEEL POST.
1 4 3 2 1 CHECKED BY: SAK
8'-0" 32'-0" 5. 5 FINISHED GRADE.
1'-5" 5'-2" 1'-5" 4'-7" 3'-4" DRAWN BY: NLR
4" 2" 3'-0" GENERAL NOTE:
Sossaman-Industrial_Mesa\DWG\Preliminary\1428 TITLE:
A) CONTRACTOR SHALL COORDINATE SHOP DRAWINGS W/ METAL
FABRICATOR AND REVIEW W/ LANDSCAPE ARCHITECT PRIOR TO
2'-6" 3'-4" INSTALLATION. COVER ADM22-01228
B) CONTRACTOR SHALL COORDINATE CONCRETE FOOTINGS AND
cspaulding STRUCTURAL REINFORCEMENT W/ A STRUCTURAL ENGINEER.
& 6" C) PARKING SCREEN WALLS SHALL VARY IN HEIGHT FROM 32 TO 40 SHEET No.
By: 6" 6'-0" PANEL ELEVATION 5 INCHES AND SHALL BE OFFSET OR STAGGERED BY AT LEAST 24
AM, PARKING SCREEN (DESIGN INTENT) DETAIL INCHES AT INTERVALS OF NO MORE THAN 50 FEET. 1 of 4
8:25 NTS ADDITIONALLY, THERE SHALL BE A LANDSCAPED SETBACK OF AT 22-01227;
- M:\1428_Stonelake_Pecos LEAST 5 FEET BETWEEN THE SCREEN WALL AND THE EDGE OF PROJECT No.
12/09/25 THE PARKING AREA.
1428
Plotted: DRB
File:

X KEY NOTES
1. DRIVEWAY ENTRANCE PER COM STD DTL M-42
2. SIGHT VISIBILITY TRIANGLE/CLEAR ZONE PER COM DESIGN STD
FIGURE 2.3
3. ACCESSIBLE PARKING STALL (8' X 18' W/ 5' AISLE & 2' OVERHANG)
4. ACCESSIBLE VAN PARKING STALL (8' X 18' W/ 8' AISLE & 2'
ML
FUTURE RAILROAD BY OTHERS OVERHANG)
5. PARKING STALL (9' X 18' W/ 2' OVERHANG) 420
6. QUAD CONDUIT GROUPING
7. SIDEWALK (WIDTH PER PLAN) SUITE
8. 8' CMU SCREENWALL 85012
SB 9. 8' CMU SCREENALL ON RETAINING WALL (RETAINING WALL
HEIGHT VARIES 2' - 5'-4") AVENUE,
14 15' N00° 22' 56"E 15.30' 1
14 10. 3' SCREENWALL ARIZONA 297-8732
11. TRASH ENCLOSURE PER COM STD DTL M-62.01 THROUGH
64.49' 932.77' 94.81' 62.04.2. MINIMUM 50' BACK-UP AND 25' OVERHEAD CLEARANCE.
°39'29" 10 28' N89° 44' 08"W 77.61' 12. ROLL AWAY DUMPSTER WITH SAFETY POSTS & WHEEL STOPS MISSOURI (602)
R=8 9' 13
PER PER COM STD DTL M-62.04.1 & 62.04.2. MINIMUM 50' BACK-UP PHOENIX,
AREA
Δ=007 5' AND 25' OVERHEAD CLEARANCE
SF) L=115.5 13 13. FIRE DEPARTMENT TURNING RADII (55' OUTER RADII, 35' INNER EAST
PROP 6' S/W 18'
ACQUISITION 5' RADII) PER COM FD STD DTL 503.2.4
(28,350 5 TYP 7 TYP 5 FDN 2 1
OVERHANG BASE 14. FIRE HYDRANT 645
AC 12' 15. BIKE RACKS
ROW 1 2 PHASE PHASE
0.65 5'30" 12' FDN 16. HAMMERHEAD DEAD-END FIRE TURNAROUND PATH PER COM FD
R=864.49' 2'
UPRR PHASE PHASE LOT 1 BASE 28' DETAIL 503.2.5
Δ=013°5 ' FDC (13.22 AC (575,772 SF) 7 17. VEHICLE GATE
ML L=210.10 BLDG A 18. PEDESTRIAN GATE
14 GROSS AREA = 243,634 SF
5' 475.99'
R=5700.00' 7 ADDRESS: 7021 S SOSSAMAN RD
2' OVERHANG
CL SUITE NO. 101-145 LEGEND
PROP 8' PUFE BASIN A Δ=003°12'03" 5' 43"E
2' OVERHANG 18' PROPERTY LINE
TRACT A 12' FDN 15'
0.72 AC (31,345 SF) BASE LOT 3 10.38 AC (452,195 SF) BOUNDARY LINE
L=318.42'
R=5565.00' N00° CENTERLINE
2' WALL SETBACK
6 Δ=001°11'57" OFFSET EASEMENT
(TYP) 3
9' EDGE OF PAVEMENT
2' OVERHANG 10 21.7' 24.87' 14
L=116.47' 174' SES SIGHT VISIBILITY TRIANGLE
5' 7 15 30° 70' 15
BLOCK WALL
41.82' 28' 20' TYP
10 S89° 44' 08"E 42' 45' PROVIDE 5 QUAD CONDUIT GROUPING
135.09' TEMPORARY FIRE HYDRANT
VAN 14 12 3
TYP 60' CONSTRUCTION BENCH
5 5' 24' 7 3 89' TRACT C FENCE. SEE BIKE RACK o f e s s i o n a l E n g
CL 2 95.24' S87° 25' 55"E 17.09' R55' 11 1.80 AC (78,313 SF) SECTION A 9 e d P r T I F I C A T E i n e e
4 16 WALL LIGHT LARGE (H = 20') e r E R N r
PHASE 2 R35' 40' 12' 40' 18 s t C 44156 O . ( C i
PHASE 1 26' 9 7.2' 17 WALL LIGHT SMALL (H = 20') g i v i
S42° 25' 55"E 21.29' 42' 8 17 8 55' S89° 44' 35"E GLEON T5 LIGHT (H = 25') e R DAVID M. l )
PHASE 2 20' S89° 44' 22"E 1160.88' 18.02' GLEON T5 LIGHT (H = 20') D a SOLTYSIK 04/24/2023 . . .
PHASE 2 t e . . .
1 5' 7' PHASE 1 13 9' PHASE 1 N00° 15' 52"E ROLL AWAY BINS A R S i g n e d . . A .
85.38' 40' 7 36' 8 36' 36' 11 TRASH ENCLOSURE 50' BACK-UP I Z O N A U . S
115.82' 14 40' 37.11'
PHASE 1 PAVERS
2 N89° 44' 25"W N89° 44' 22"W 431.21' PHASE 3 S89° 44' 22"E 582.77'
13 5' PROVIDE TEMPORARY 13 N00° 15' 52"E ARTIFICIAL TURF
PROP VC&G 7 TYP 4 13 41.00'
28' CONSTRUCTION FENCE. 5 28' 3 65' 28'
S00° 15' 38"W 27.99'
N89° 44' 22"W 24.72' 11 SEE SECTION A BASIN C FLOOR PLANS
8' VAN VAN
SOSSAMAN ROAD 9'
IMPROVEMENTS TO BE 26' 903' STONELAKE
CONSTRUCTED PRIOR TO 10 15 5' 7 9 15 7 5' 15 32' 15 510'
PHASE 1 IN ACCORDANCE FDN FDN 60' INDUSTRIAL
WITH THE APPROVED 14 BASE 18' OVERHANG LOT 3 BASE 325' 265' 160'
OVERHANG 203' FDC
OFFSITE PAVING PLANS 2' WALL 3 12' 10.38 AC (452,195 SF) 12' 785'
OFFSET 12 3 1 12' FDN BLDG C 60'
(TYP) 8' BASE 2' GROSS AREA = 81,059 SF 28'
CL 18' 2' PHASE PHASE 5'
ML PROVIDE TEMPORARY 7 ADDRESS: 7734 E PECOS RD 12' FDN BLDG A BLDG C
EXTRUDED CURB AND 5' SUITE NO. 101-125 BASE GROSS AREA = 243,634 SF GROSS AREA = 81,059 SF
5.17' 2' OVERHANG
SEPARATION LANDSCAPE AREA ALONG 2' OVERHANG SITE PLAN
ROAD 5 TYP WEST SIDE OF DRIVE. SEE 70' 60' 40' 7
SECTION B. 3.5' 5' 500' 510'
R=5435.00' BASIN B PROP STRIPED MEDIAN (PHASE 3) 8 14
612.46' SES 8 11 215' 160'
611.50'
Δ=003°07'31" 689.84'
TRACT B 15
SOSSAMAN 2.13 AC (92,812 SF) 38"E 12 BLDG B BLDG D
LOT 2 38"E GROSS AREA = 105,954 SF GROSS AREA = 81,059 SF
L=296.46' 15' 6.08 AC (264,761 SF) SES 38"W 14 13
DRAINAGE BLDG B 15' 65' 12 190' 50' 12 65'
ESMT N00° 1 3 GROSS AREA = 105,954 SF 14 15' 13'
N00°
ADDRESS: 7125 S SOSSAMAN RD S00° 15' SB
6 PHASE PHASE 3 SUITE NO. 101-125 8
PROP 6' S/W 8
10 13' SES
PROP 41.5' CL TO F/C 5' S/W WIDTH TYP 28' TEMPORARY
2' OVERHANG 5 CONSTRUCTION 36' DRIVE AISLE 6" SINGLE CURB
PROP 8' PUFE
12' FDN TRACT C FENCING PROVIDE
ML/CL BASE 1.80 AC (78,313 SF) 2' OVERHANG LANDSCAPING
PROP STREETLIGHT (TYP) DN 12' FDN LOT 3 7
7 TRACT D BASE 10.38 AC (452,195 SF) 5'
259.17' 0.75 AC (32,573 SF) 3 1 2' OVERHANG BLDG D
12' FDN 9' 6" SINGLE CURB
GROSS AREA = 81,059 SF BASE 5 TYP SECTION A
PROP 15' BLDG SB FDN BASE OVERHANG PHASE PHASE FDC 5' ADDRESS: 7730 E PECOS RD PHASE 1 DATE DESCRIPTION
3 OVERHANG FDN LOOKING EAST
12' 7 SUITE NO. 101-125 NTS
14 28' 15 7 5' 9 BASE 15
2' 14 N00° 15' 38"E 12'
78.34' 15 3 7 5' 2' 3 13 BASIN D 40' DRIVE AISLE
11 FDC
40'
S07° 51' 34"E S89° 46' 23"E 27.19' N89° 44' 08"W 398.97' TEMPORARY
35.72' 4.5' SEPARATION 13 18' INSTALL EXTRUDED CURB.
TYP 5 TYP 5' LANDSCAPE AREA 6" SINGLE CURB
13 10 28' 14 11 PROVIDE 2' WIDE DEPRESSED
S89° 46' 23"E 146.24' 15 99' 28' 3 CURB OPENING EVERY 30'
PLAN 6.97' S00° 15' 52"W PHASE 3 10
SITE 36.32' PHASE 1 40' 30' 1
2 13 2
---> 41.03' 639.42' SECTION B
10 PHASE 1
PROP VC&G LOOKING NORTH
PR_SIT.dwg, WALL 6.85' NTS
6 OFFSET (TYP) 3.67' SEPARATION 1 WALL
2' 2 PROP VC&G S/W 2 1 2 6 OFFSET (TYP)
6' 4.5' SEPARATION 2' CHECKED BY: LMN
1
F/C SB PUFE S/W PECOS ROAD PROP ML/CL SB PUFE S/W o f e s s i o n a l E n
6' F/C d P r I F I C A T E g i n e DRAWN BY: NLR
TO BLDG 8' 6' BLDG 8' e r e E R T N e r
Sossaman-Industrial_Mesa\DWG\Preliminary\1428 CL PROP TO i s t C 44156 O . ( C i TITLE:
15' PROP PROP 15' PROP ML e R g DAVID M. v i l
52' )
34' D SOLTYSIK . . SITE PLAN ADM22-01228
PROP PROP PECOS ROAD IMPROVEMENTS PROP a t e 11/20/2025 . . . .
A S i g n e d . .
cspaulding TO BE CONSTRUCTED PRIOR TO PROP R I Z O N A U . S . A
& PHASE 1 IN ACCORDANCE WITH SHEET No.
By: THE APPROVED OFFSITE PROP STREETLIGHT (TYP) SCALE SCALE IN IN FEET FEET
AM, ML PAVING PLANS 2 of 4
8:25 0 80 160 22-01227;
- M:\1428_Stonelake_Pecos SITE PLAN ADJUSTED TO PROJECT No.
12/09/25 INCLUDE PHASING, AND
LOT & TRACT LINES 1428
Plotted: DRB
File:

SITE DATA
AREA (NET): 35.72 AC (1,556,116 SF)
AREA (GROSS): 38.86 AC (1,692,801 SF)
FDC LOT 1
ADDRESS: PHASE 1
7734 E PECOS RD (BLDG C)
BLDG A 7730 E PECOS RD (BLDG D)
MESA, AZ 85212
1 2 OUTDOOR STORAGE PHASE 2
AREA - SCREENED BY 7021 S SOSSAMAN RD (BLDG A)
PHASE PHASE 8' SCREEN WALL 7125 S SOSSAMAN RD (BLDG B)
TRACT A
MESA, AZ 85212
(54,800 SF / 1.25 AC)
APN: 304-61-005A
SES SES
CURRENT ZONING: GI (PREOZ)
PROPOSED ZONING: LI
PROPOSED USE: INDUSTRIAL & STORAGE
2 1
VAN
PHASE PHASE
ZONING REQUIREMENTS
PHASE 2 LI STANDARDS LI PAD PROPOSED STANDARDS
MIN. SITE AREA: 1.0 ACRES
PHASE 1
MIN. LOT WIDTH: 100'
PHASE 1 MIN. LOT DEPTH: 100'
PHASE 3
MAX. LOT COVERAGE: 90%
VAN VAN MAX. BLDG HEIGHT: 40' 50'
SETBACKS
FRONT & STREET-FACING SIDE: 15' 15'
INTERIOR SIDE & REAR: 15' 0' (ABUTTING INTERIOR LOTS
3 1 FDC AND TRACTS A, B, C, AND D)
BLDG C
PHASE PHASE OUTDOOR STORAGE OUTDOOR STORAGE: NOT PERMITTED IN FRONT OR PERMITTED WHEN
OUTDOOR STORAGE STREET-FACING SIDE SETBACKS LOCATED WITHIN A
AREA - SCREENED BY
AREA - SCREENED BY SCREENED TRUCK
8' SCREEN WALL
ROAD 8' SCREEN WALL PERMITTED IN INTERIOR SIDE AND COURT AREA
(35,700 SF / 0.82 AC) REAR SETBACKS, WITHIN THE REAR
(63,648 SF / 1.46 AC)
ONE-HALF OF THE LOT, SUBJECT TO
THE STANDARDS OF THIS SECTION
SES
SOSSAMAN C
TRACT B
LOT 2
SES TRACT LOT 3
S BLDG B
1 3 SES SES
PHASE PHASE
OUTDOOR STORAGE
AREA - SCREENED BY
8' SCREEN WALL
BLDG D (35,700 SF / 0.82 AC)
FDC
FDC
PHASE 3
TRACT D
PHASE 1
E PECOS ROAD
SCALE SCALE IN IN FEET FEET
0 80 160
Stonelake Industrial
Outdoor Storage Area Exhibit Mesa, Arizona
DATE: 09/03/2026
PROJECT NUMBER: 1428
Plotted: 09/08/26 - 1:13 PM, By: cspaulding
File: K:\1428_Stonelake_Pecos & Sossaman-Industrial_Mesa\DWG\Exhibits\1428_EXH_Storage Area.dwg, ---> Atwell-24x36