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N Building Codes: 2024 International Building Code (IBC) SITE PLAN 2024 International Existing Building Code (IEBC) 0 50' 100' 200' 2024 International Residential Code (IRC) 2024 International Energy Conservation Code (IECC) SCALE: 1" 100' 2024 International Fire Code (IFC) 2024 International Fuel Gas Code (IFGC) 2024 International Mechanical Code (IMC) 2024 International Plumbing Code (IPC) Project Address: 9627 E. Williams Field Rd. 2024 International Swimming Pool and Spa Code (ISPSC) Existing Zoning: LI (AOA-2 Overflight Area) 2023 National Electrical Code (NEC) Proposed Zoning: ----- LI MESA FIRE CODE NOTES APN#: Portion of 313-25-859P & 313-25-961 Note: Parcel 313-25-859P is currently in the County and will be annexed 1. PER MESA AMENDED FIRE CODE SECTION 510.1 NEW BUILDINGS ROW 65' FUTURE into the City of Mesa (Case #: ANX25-00682). SHALL HAVE APPROVED RADIO COVERAGE FOR EMERGENCY STATE ROUTE RESPONDERS WITHIN THE BUILDING. BUILDINGS OR STRUCTURES 829' CONSTRUCTION Overlays/Special Planning Districts: Mesa Gateway Strategic MORE THAN 3 STORIES ABOVE GROUND LEVEL OR BUILDINGS OR PHASE Development Plan STRUCTURES TOTALING 45,000 SQUARE FEET (13 716 M2) OR MORE ROW 94' ON ANY SINGLE FLOOR Net Site Area: 1,601,118 S.F. (36.75 AC.) SIGHT VISIBILITY Building Areas: 2. FIRE SPRINKLERS SYSTEM WILL BE REQUIRED IN BUILDINGS AND STRUCTURES PER MESA FIRE CODE Anchor 1: 166,000 S.F. 903.2. UNLESS EXEMPTED BY THE 6 LISTED EXEMPTIONS OF 903.2.1. 50' Gas: 206 S.F. 3. MESA AMENDED FIRE CODE SECTION 903.3.3.1.1.3.2 BUILDINGS WITH RD. 3 101' 12 Shops A: 15,550 S.F. TYP. TYP. 30' H. ROOF STRUCTURE OVER 20 FEET. THE MINIMUM DESIGN Shops B: 12,400 S.F. 20' H. REQUIREMENTS FOR BUILDINGS WITH THE ROOF STRUCTURE OVER FIELD 18' TYP. 9' 31' TYP. 167'-4" Hotel A (1st Story 17,411 S.F.): 70,863 S.F. 20 FEET ABOVE THE FINISHED FLOOR SHALL BE FOR RACK STORAGE 94' OF GROUP IV COMMODITIES AS DEFINED IN CHAPTER 32 AND 26' Hotel B (1st Story 26,288 S.F.): 90,321 S.F. 31' SECTION 903.3.1.1. AND, PER MESA AMENDED FIRE CODE SECTION 9 TYP. 18' 26' P1 Drive-thru (Conceptual): 1,665 S.F. 903.3.7.1. THE SIZE OF THE FIRE DEPARTMENT CONNECTION AND WILLIAMS 22' 20' H. +/- 706.9 SF 6 DRIVE PIPING IS DEPENDENT ON THE AUTOMATIC SPRINKLER DESIGN 3 5' TYP. 30' H. P2 Drive-thru (Conceptual): 3,890 S.F. FLOW. THE MAXIMUM DESIGN FLOW FOR A 2-½ INCH SIAMESE TYP. PROPOSED E. Floor Building Area (1st Floor Only): 243,410 S.F. CONNECTION IS 500 GPM. FOR DESIGN FLOWS GREATER THAN 500 SIGNAL 26' GPM INSTALL A SINGLE 2-½ INCH SIAMESE CONNECTION AND 5-INCH 15' TYP. 18' 20' H. DRIVE TYP. 9' OH ARIZONA Total Building Area (Hotels - 4 Floors): 360,895 S.F. SB 26' 4 HOTEL 2' TYP. STORZ CONNECTION. SIGHT 20' 20' 30' H. 18' 11 103 STORY FAR (360,895 SF./1,601,118 SF.): 0.23 VISIBILITY ESMT WATER 9' TYP. 18' 26' 13 SPACES KEYS B 24 ROW 65' 20' H. TYP. 28' 10' 18' 30' H. FULL 20' 18' TYP. 50' ACCESS 6 11' 26' * Public Space Required (Total Bldg. Area @ 5 S.F./1,000 SF.) 1,805 SF. 1 Entryway Feature 69' 12 A TYP. TYP. TYP. 5' 20' 18' TYP. Public Space Provided: 9,478 SF. TYP. 24' HOTEL ROW 75' 6 4 STORY KEYS 25' 103 DRIVE 2 Landscape Entry Corridor FH 12' H. TYP. 109 30' H. FREEWAY * Landscaped Surface Area: 407,091 S.F. E. 20' 26' 3 30' H. 26' 6 TYP. 5 50' ON-RAMP Impervious Surface Area (Net area-Landscaped Area): 1,194,027 S.F. 40" Height CMU Parking Screenwall - (See EX 005/SP08) 8' 12' H. DRIVE 11 TYP. 6 25'-4" PUE LEGACY 80' 13 SPACES TYP. 9' TYP. 7 9 TYP. 100' ESMT Lot Coverage (impervious area/net site area): 74.6% 15' MIN. 5' 15' H. 19' 12 13 43' TYP. 13 12' H. TYP. 9' 117 +/- 907.6 SF SRP 4 8' CMU Screenwall (See SP09) ROW 65' SB 10 14 37' 17' 17 MIN. 5' 15' TYP. 18' 2' FH 30' H. 14' 30' H. 30' H. FH 11' 15' LS Max. Lot Coverage Allowed: 90% RI, RO SIGHT 20' 18 2' 12' H. 18' 30' H. 26' 26' 30' H. TYP. OH 10 12 10 12 7 12 30' H. 5 Refuse Enclosure per City of Mesa (M-1101.2) - Typ. VISIBILITY 130' 8 PKWY. TYP. TYP. E. ULYSSES AVE. TYP. TYP. TYP. TYP. 30' DRIVE TYP. 12 30' BSB 15' H. 6 PATIO SF. 21 12' H. TYP. 18' 6' 30' H. TYP. 12 12' 12' TYP. Proposed Max. Hotel Bldg. Height: 65'-0" TYP. 7 4 736 22 82' 93' TYP. 2 TYP. 5 12' 26' 15'X25' Proposed Max. Anchor Bldg. Height: 45'-0" 6 5' Acid Etched Concrete Sidewalk - Typ. ROW 65' 25 6' TYP. 50' 6 PYLON SIGN SIGHT 3 P2 S.F. SLOPE 26 12' H. 3 TYP. 14 TYP. 1 9' 24' 10' 15' 10' TYP. 7 MIN. 8' 24' MIN. 8' 13' 21' MIN. 8' ESMT. Proposed Max. Shop Bldg. Height: 30'-0" 7 6' Acid Etched Concrete Sidewalk - Typ. VISIBILITY 2' 50' MAX. 15' H. 2 +/-3,890 50' 3 12' H. 10' 8' 30' H. 12' 12' 12' 12' FH 21' MIN. 5' MIN. 46' MIN. 14' 18' 15' 29 12 30' H. 36' 6' 6' 30' H. 20' 30' H. 30' H. 12' H. SRP RADIUS POLE ESMT. W/50' FH 30' 15' H. 75' 46' MIN. 16' 18' TYP. 32' 7 13 TYP. 50' 14' * See EX006 for Calculations 8 12" Wide Concrete Step-off - Typ. 95' 62' MIN. TYP. )87 &21&(P78A/ 68B0,77A/ 56 32 30 12' TYP. H. TYP. 30' H. TYP. 5 9'-6" 50' 30' 30' B< 7(1A17 33 8' 10' TYP. 24' 6' 6' TYP. 7 6' 6' 30' 31' MIN. 15' FH 13' Parking Required: 9 Public Space/Plaza (S.F. as Noted) 13' PATIO SF. 2' OH &21&(P78A/ 50' 30' DRIVE TYP. 18' 30' H. 9' FH FH 30' H. 30' H. 6' 6' 30' H. 36' 30' H. S. 44' 182 TYP. )87 68B0,77A/ 16' 18' TYP. 50' 5' TYP. 8 12' 9'-6" TYP. 30' H. 46' 3' B< 7(1A17 TYP. DRIVE 89' 30' H. 18' 18' 10' Anchor 1 + Gas (166,206 S.F @ 1/375 S.F.) 443 Spaces 10 Monument Sign S.F. 17' 21' 8' 30' 30' 26' PATIO 17 MIN. 8' 24' 2' OH 8' MIN. 30' H. TYP. TYP. 30' H. P1 30' 30' H. 38 TYP. 1 11' 8 SPACES 11 744 S.F. TYP. Shops A-B @1/275 S.F. (27,950 S.F.) 102 Spaces 11 Bike Racks (Spaces as Noted) CORTLAND +/-1,665 MAX 18' TYP. 9' 36' 26' TYP. 18' 2' OH 7' 18' 5' DRIVE 10' TYP. 7 9' TYP. 12' H. 29' 30' MAX TYP. 7 30' H. 12' H. DRIVE 54' TYP. 26' TYP. TYP. 30' 30' H. 12' SES O.R. 46' 9'-6"X18' SPACES Drive-Thrus (Conceptual) (5,555 S.F. @1/100 S.F.) 30' 26' DRIVE +/- 2,680 9 SF 12 12' 30' H. 70' 6' 6' 6' 6' 9' 9' 9' 9' 56 Spaces 12 Fire Turning Radius DRIVE TYP. 8 11' 2' OH. 8' 25' 18' TYP. 7 TYP. 13' 7 TYP. 13' 24' MIN. 18' Patios @ 1/200 SF.(918 S.F.) 5 Spaces 26' DRIVE TYP. 20' TYP. 13 Enhanced Paving: Acid Etched Color Concrete (CCO3) 5' 6 TYP. 18' TYP. 18' 6 DRIVE 22' 6' 6' 29' 15' 24' 36' 24' 36' 24' 36' 26' 44' 24' 36' 24' 36' 24' 36' 24' 36' 24' 10' 30' 100' 26' 28' TYP. TYP. B S.F. 30' 30' H. 30' H. 36' 30' H. Hotels (43,699 S.F. 1st Floor) 212 Spaces 12 E. ULYSSES AVE. 355' 15' 15' 26' MAX 17' 6' 6' 30' H. 14 300' Parking Radius TYP. 60' 8' FH 30' H. 8' 12' H. 16' 12' H. 16' 12' H. 12' H. 12' H. 179' 8' MIN. 8' MIN. 30' H. FH 17' (@ 1 Space/Key : 212 Keys) 24' 12 12' H. LI 18 NOT ENTER 30' 18 5' 18' 18' 26' 36' 24' 36' 24' 18' 18' 24' 36' 24' 36' 26' 18' SHOPS 12,400 13' 13' TYP. 30' 11 15' 30' H. FH 15 Pick-up and Drop Off Zones DO 50' 30' H. 30' H. ENTER TYP. TYP. TYP. TYP. TYP. FH 6' 6' 18 SPACES 7 9' 9' 9' 9' Total Parking Required: 818 Spaces TYP. 5 NOT DO 30' H. 5' TYP. 30' 36' 923 TYP. TYP. 12 14' 11' 11' 11' 15' TYP. 12 30' H. 10' 10' 10' 8' 30' H. 19' 40' 30' DRIVE 234' 16 Painted Stripping 11' 35' 30' 50' 11 26' 26' DRIVE 7 2' OH 220 MIN. 8' 9' 12 11 11' TYP. PATIO 10' 24' 10' 29' 10' Parking Provided: 1,457 Spaces FH 16 TYP. 5 8 SPACES FH TYP. TYP. TYP. TYP. 12 SPACES 815 S.F. 17 Floor Mounted Xfmrs. (screened by landscape & art wrap 16 LOADING/ UNLOADING PARKING 15 18' TYP. TYP. 7 30' H. Note: Admin. Request to Exceed Required Parking by 54% 3 LOADING/ UNLOADING PARKING 30' H. 46' 30' H. CONCEPTUAL FUTURE 19' 12' H. 30' H. increase (125% allowed- increased to 178%) per. MZO Sect. 11-20-9) PEDESTRIAN CROSSING UNDERPASS 5' 76' 30' S.F. +/- 2,214 9 SF 14 7' LS/RET (SEPARATE SUBMITTAL) 30' H. PATIO 1,100 PATIO 2' TYP. OH 24' 10' 16 SPACES 11 ADA Parking Required (@20+ 1% over 1,000 S.F.): 25 Spaces 8' 9 SHOPS A 620 S.F. 121' 14' 18 Directional Signage 17 +/- 2,969 SF 72' 15,550 S.F. 54' ADA Parking Provided: 30 Spaces SES 36' 30' H. O.R. 225' 12' H. 74' TYP. 4 FH 14 53' NOT ENTER 30' 8' 8' 7' Bike Parking Required: 81 Bike Spaces DO 30' H. 5' TYP. 6 3 30' H. 11' ONE WAY 12' 8'-6" 10' 2' ONE WAY 24' 10' @1/10 for parking provided, after first 50 bike spaces @ 1/20 7' 6' 6' 36' ANCHOR 1 30' H. 16' DRNG. ESMT. Bike Parking Provided: 82 Bike Spaces FH 166,000 S.F. Fire Hydrant 24' 10' 30' 15' 25' High Light Pole (Single) 36' 4 PROJECT TEAM 30' TYP. 25' High Light Pole (Double) 20' H. 24' 10' Developer Architect 12' High Pedestrian Light 36' Vestar Butler Design Group 10' Bollard SB 2415 E. Camelback Rd. St. #100 5013 E. Washington St. #100 24' 10' Phoenix, AZ. 85016 Phoenix, Arizona 85034 6' 6' 36' 50' Contact: Ryan Ash Contact: David Reuterman Fire Turning Radius - Typ. 15' 5' EXISTING 20' 35' 5 Ph: (562) 420-5106 Ph: (602) 957-1800 30' 30' H. FH 30' H. 30' H. FH 30' H. TYP. 30' H. 30' H. Email: rash@vestar.com Email: Davidr@bdgaz.com 18' R55' R35' (NOT A PART) 87' 122' LS/RET Civil Landscape Architect 51' Colliers Engineering & Design Laskin & Associates, Inc. 4742 North 24th St. #270 5013 E. Washington St. #110 10' SB Phoenix, AZ. 85016 Phoenix, Arizona 85034 Contact: Nguyen Lam, PE Contact: Tim Bukovszky Ph: (602) 730-3805 Ph: (602) 641-8902 Email: Nguyen.Lam@collierseng.com Email: tim@laskindesign.com LI Zoning Attorney Gammage & Burnham N 40 N. Central Ave. 20th Floor, Phoenix, AZ. 85004 Contact: Dennis M. Newcombe Ph: (602) 256-4446 RAY RD. Email: dnewcombe@gblaw.com RD. MOUNTAIN A N O Z I R A SITE T E R E D A R C H 24 I S I T WILLIAMS FIELD RD. GATEWAY CROSSING E G E C R T 49330 Project No.: 23024.000_ST30 RD. KOREY S. WILKES Issue Date: 09-28-2026 10-06-26 ELLSWORTH RD. A A . Williams Field Rd. & State Route 24 R I Z O N A , U . S . Title: CONCEPTUAL SITE PLAN CRISMON PECOS RD. Mesa, Arizona SP001 6" CONC. CURB 4'-6" 5'-4" 4'-6" ACCESSIBLE PARKING ALIGN EDGE OF SIDEWALK 4 SIGN CENTER ON STALL WITH OUTSIDE FACE OF SP-02 CJ EJ CJ RAMP CURB SIDEWALK - SEE SITE 6" PIPE GROOVED DETECTABLE 6" PLAN BOLLARDS, WARNING SURFACE ALIGN TYP. 2" TOOLED EDGE AT RAMP 1:12 MAX. 1:12 MAX. PERIMETER, TYP. 5'-0" 5'-0" 4'-0" MIN. CJ CJ 6" VERTICAL CURB (+6") (+0") (+6") (+6") CJ CONCRETE CURB SIDEWALK CONTINUATION 2'-0" (+0") SLOPE 3'-0" TYP. PER SITE PLAN 6" 5'-4" 6" PARKING OVERHANG 1:12 STALL 11'-0" 5'-0" 11'-0" 45° CURB CUT SLOPE MAX UNIVERSAL 18'-0" 16'-0" TYPICAL EQ EQ 4" PARKING STALL GATE MAX. SLOPE 1:10 PER 2010 STRIPE (WHITE U.N.O.) 25'-4" ADA SECTION 406 2'-0" CJ (+0") 6" PIPE CJ EJ 45° CURB ADA ACCESSIBILITY BOLLARDS, CUT SYMBOL PER CITY OF TYP. ALIGN MESA REQUIREMENTS 2 SP-02 CJ CJ CJ SLOPE 3'-0" TYP. ACCESSIBLE SIDEWALK RAMP ACCESSIBLE PARKING STALLS 4 1 SCALE: 3/8" = 1'-0" SCALE: 1/8" = 1'-0" GATE 5'-0" 10'-8" CJ EQ 3'-0" EQ MASONRY AT 6" CONCRETE COMPACTED FILL - SEE END WALL W / W.W.F. SOILS REPORT CONDITION 10 CONC. SLAB SP-02 ON BASE NOTE: DETAIL IN CONCRETE SIDEWALK COURSE COMPLIANCE WITH CITY OF MESA STANDARD 1" O.C. 1/4" DEEP GROOVED EQ DETAIL M-62.02.1 M-1101.2 DETECTABLE WARNING SURFACE WALL PLAN - DOUBLE TRASH ENCLOUSURE PROVIDE BOLLARDS 4" 7 AT MULTIPLE TRASH CONCRETE CURB TYP. SCALE: 1/4" = 1'-0" LOCATIONS CONCRETE RAMP 4" SLOPE 1:12 MAX. 5'-0" 3'-5" PT03 4" PAINTED STEEL POST PAINT BACKGROUND, (PT-03) SYMBOL AND OUTLINE PER + 6'-0" AHJ REQUIREMENTS T.O WALL EXPANSION JOINT EQ PAINTED HSS FRAME R 4" R 2" (PT-03) 6'-0" TYP. TYP. ALIGN EDGE WITH BACK OF TRASH ENCLOSURE PARKING STALL STRIPING GATES, PAINTED TO MATCH BLDG STEEL COLOR (PT-03) DOUBLE TRASH ENCLOSURE - FRONT SECTION AT ACCESIBLE RAMP ACCESSIBLE SYMBOL 8 5 2 SCALE: 1/4" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" MU01 4" CMU CAP 1/2" OFFSET CMU BLOCK EQ EQ 4" x 2" T.S. POST WITH CAP - PAINT TO + 6'-4" MATCH BUILDING STEEL ACCENT 4" COLOR. T.O WALL CURB SIGN PLAQUE MAX. OF 12" 1'-0" BACK CONCRETE CURB 2" SERIES 'C' GREEN COLOR LETTERS RESERVED GREEN COLOR BAND PARKING PLAN BLUE FIELD WITH ACCESSIBLE SYMBOL DOUBLE TRASH ENCLOSURE - BACK MIN. MAX. WHITE REFLECTIVE 1'-6" 9 GRADE BACKGROUND, TYP. SCALE: 1/4" = 1'-0" 60" 72" LINE OF POST BEYOND HANDICAP (6/SP-02) PLATE OR PERMIT 1/2" OFFSET MU01 MU01 ONLY CMU BLOCK ORDINANCE REFERENCE HERE MUNCIPAL A.R.S. CODE SEC 28-884 REFERNCE + 6'-4" 1'-6" T.O WALL 1" 4" X 2" T.S. POST PROVIDE AT INDICATED VAN VAN ACCESSIBLE STALLS 6" ACCESSIBLE A.F.G. SECTION 12" DIA. CONCRETE FOOTING 72" BICYCLE RACK - EMERSON / LANDSCAPE FORMS DOUBLE TRASH ENCLOSURE - SIDE TYPICAL SIGN POST ACCESSIBLE SIGN 11 10 6 3 SCALE: 3/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1 1/2" = 1'-0" GATEWAY CROSSING S T E ( E E R 5 R R E ( E E D ' D D A A $ A R R 5 R C C H Project No.: 23024 B 6 7 G , I I S 6 I S T 7 T R T I I F F I I C C A A T T E C & H H + I I , T I 7 T T E ( R E E E * G G C E E R T E N N O . E ( E C C 5 R R C 49330 49330 O . & C T 7 T T Issue Date: 02/17/26 ˙ ˆ 49330 49330 KOREY S. KOREY KOREY KOREY S. S. S. ˇ Williams Field Rd. & State Route 24 WILKES WILKES WILKES WILKES Title: D D a t 02.17.26 04-03-26 ˆ . . . . . . . . . . . a t e e 02.17.26 S i n e d ˙ . . . . . . . . . . . . . . SITE DETAILS A A R S i n e d . . . . . . $ A . . . Mesa, Arizona A $ R R 5 I I , Z I Z = Z O O 2 O N 1 N A , U U 8 U . . . S S 6 S . . A A N A A $ , , SP-02 CONSTRUCTION PHASE SIGHT VISIBILITY ROAD FIELD 30' H. 20' H. WILLIAMS 26' 20' H. DRIVE 30' H. PROPOSED SIGNAL 26' 20' H. ARI=ONA DRIVE HOTEL 4 SIGHT 30' H. 103 STORY VISIBILITY B KEYS 24 30' H. 20' H. FULL ACCESS A HOTEL STORY 4 KEYS 103 DRIVE 30' H. 12' H. 109 FREEWAY FH 26' 30' H. 26' ON-RAMP 12' H. DRIVE 15'X25' PYLON SIGN ESMT. 15' H. 12 13 12' H. 117 FH 30' H. FH 14 17 30' H. 30' H. 10 30' H. 30' H. SIGHT 18 30' H. RI, RO VISIBILITY 12' H. 30' DRIVE 8 15' H. 6 PATIO 21 30' H. SF. 12' H. 736 22 4 25 SIGHT 12' H. VISIBILITY P2 S.F. SLOPE 26 2 FH 15' H. +/-3,890 12' H. 30' H. SRP POLE W/50' 29 30' H. 30' H. 30' H. 30' H. 12' H. RADIUS ESMT. FH 15' H. CONCEPTUAL 56 30 32 12' H. 30' H. FUT. SUBMITTAL 33 BY TENANT FH DRIVE FH PATIO CONCEPTUAL 30' 30' H. 30' H. SF. FH 30' H. 30' H. 30' H. 182 FUT. SUBMITTAL 30' H. BY TENANT 30' H. DRIVE 30' 30' H. 30' H. S.F. PATIO 2' OH 30' H. 38 744 S.F. TYP. P1 +/-1,665 12' H. DRIVE 12' H. 30' H. 30' DRIVE 26' 30' H. 9'-6"X18' SPACES SES O.R. 30' DRIVE 30' H. DRIVE DRIVE 26' 30' H. 30' H. 30' H. B S.F. 26' 30' H. 12' H. 12' H. 12' H. 30' H. 30' H. FH FH 12' H. 12' H. 12' H. SHOPS LI 12,400 30' H. FH 30' H. 30' H. 30' H. FH 923 DO NOT 30' H. 30' H. 30' DRIVE ENTER 26' DRIVE 2' OH 220 PATIO FH TYP. 815 S.F. FH 30' H. LOADING/ UNLOADING PARKING 30' H. 30' H. LOADING/ UNLOADING PARKING 12' H. 30' H. CONCEPTUAL FUTURE LS/RET PEDESTRIAN UNDERPASS CROSSING S.F. (SEPARATE SUBMITTAL) 30' H. PATIO PATIO 2' OH 1,100 TYP. SHOPS A 620 S.F. 15,550 S.F. SES 30' H. FH 12' H. O.R. 30' H. 30' H. ONE WAY ONE WAY 30' H. ANCHOR 1 166,000 S.F. 20' H. EXISTING 30' H. FH 30' H. 30' H. FH 30' H. 30' H. 30' H. (NOT A PART) LS/RET N MASTER DEVELOPER PLAN SEPARATE FUTURE SUBMITTAL 0 40' 80' 160' BY TENANT SCALE: 1" = 80' R E D A R T E C H I S I T PURMHFW NR.: 23024.000BST30 G E E C R T GATEWAY CROSSING 49330 KOREY S. IVVXH DDWH: 08-17-2026 WILKES 08-17-26 TLWOH: MASTER DEVELOPER A A . PLAN R I = S . O N A , U . Williams Field Rd. & State Route 24 EX009 MHVD, AUL]RQD FUTURE STATE ROUTE CONSTRUCTION PHASE SIGHT VISIBILITY ROAD FIELD 30' H. 20' H. WILLIAMS 26' 20' H. DRIVE 30' H. PROPOSED SIGNAL 26' 20' H. ARI=ONA DRIVE 4 HOTEL SIGHT 30' H. 103 STORY VISIBILITY B KEYS 24 30' H. 20' H. FULL ACCESS A HOTEL STORY 4 KEYS 103 DRIVE 109 30' H. FH 12' H. FREEWAY 26' 30' H. 26' ON-RAMP 12' H. DRIVE 15'X25' PYLON SIGN ESMT. 15' H. 12 13 12' H. 117 FH 30' H. FH 10 14 17 30' H. 30' H. 30' H. 30' H. RI, RO SIGHT 18 12' H. 30' H. VISIBILITY 8 30' DRIVE 15' H. 6 PATIO 21 30' H. SF. 12' H. 736 22 4 25 SIGHT 12' H. VISIBILITY P2 S.F. SLOPE 26 2 +/-3,890 FH 15' H. 12' H. 30' H. SRP POLE W/50' 29 30' H. 30' H. 30' H. 30' H. 12' H. RADIUS ESMT. FH 15' H. CONCEPTUAL 56 30 32 12' H. 30' H. FUT. SUBMITTAL 33 BY TENANT FH DRIVE FH PATIO CONCEPTUAL 30' 30' H. 30' H. SF. FH 30' H. 30' H. 30' H. 182 FUT. SUBMITTAL 30' H. BY TENANT 30' H. DRIVE S.F. 30' PATIO 2' OH 30' H. 30' H. 30' H. 38 744 S.F. TYP. P1 +/-1,665 12' H. DRIVE 12' H. 30' H. 30' DRIVE 26' 30' H. SES O.R. 9'-6"X18' SPACES 30' DRIVE 30' H. DRIVE DRIVE 26' 30' H. 30' H. 30' H. B S.F. 26' 30' H. 12' H. 12' H. 12' H. 30' H. 30' H. FH FH 12' H. 12' H. 12' H. SHOPS LI 12,400 30' H. FH 30' H. 30' H. 30' H. FH 923 DO NOT 30' H. 30' H. 30' DRIVE ENTER 26' DRIVE 2' OH 220 PATIO FH TYP. 815 S.F. FH 30' H. LOADING/ UNLOADING PARKING 30' H. 30' H. LOADING/ UNLOADING PARKING 12' H. 30' H. CONCEPTUAL FUTURE LS/RET PEDESTRIAN UNDERPASS CROSSING S.F. (SEPARATE SUBMITTAL) 30' H. PATIO PATIO 2' OH 1,100 TYP. SHOPS A 620 S.F. 15,550 S.F. SES 30' H. FH O.R. 12' H. 30' H. 30' H. ONE WAY ONE WAY 30' H. ANCHOR 1 166,000 S.F. ARI=ONA24 20' H. EXISTING 30' H. FH 30' H. 30' H. FH 30' H. 30' H. 30' H. (NOT A PART) LS/RET N PUBLIC SPACE LAN'SCAPE CALCULATIONS OPEN SPACE PLAN 0 40' 80' 160' PUBLIC SPACE NHW SLWH AUHD: 1,601,118 S.F. (36.75 AC.) TRWDO BXLOGLQJ FORRU AUHD (SHH SKHHW SP001): 360,895 SF. PXEOLF SSDFH RHTXLUHG (360,895 S.F. # 5 S.F./1,000 SF.) 1,805 SF. SCALE: 1" = 80' LANDSCAPED PXEOLF SSDFH PURYLGHG: 9,478 SF. SURFACE AREA LDQGVFDSHG SXUIDFH AUHD: 407,091 S.F. IPSHUYLRXV SXUIDFH AUHD (NHW DUHD-LDQGVFDSHG AUHD): 1,194,027 S.F. (1,601,118 SF. - 407,091 SF.) = LRW CRYHUDJH (LPSHUYLRXV DUHD/QHW VLWH DUHD): 74.6 (1,194,027 SF./1,601,118 SF.)= E R E D A R C MD[. LRW CRYHUDJH AOORZHG: 90 S T H I I T G E PURMHFW NR.: 23024.000BST30 E C R T GATEWAY CROSSING 49330 KOREY S. IVVXH DDWH: 08-17-2026 WILKES 08-17-26 TLWOH: A A . OPEN SPACE PLAN R I = O . S . N A , U Williams Field Rd. & State Route 24 EX006 MHVD, AUL]RQD SIGHT VISIBILITY ROAD FIELD 30' H. 20' H. WILLIAMS 26' 20' H. DRIVE 30' H. PROPOSED SIGNAL 26' 20' H. ARI=ONA DRIVE HOTEL 4 SIGHT 30' H. 103 STORY VISIBILITY B KEYS 24 30' H. 20' H. FULL ACCESS A HOTEL STORY 4 KEYS 103 DRIVE 109 30' H. FH 12' H. FREEWAY 26' 30' H. 26' ON-RAMP 12' H. DRIVE 15'X25' PYLON SIGN ESMT. 15' H. 12 13 12' H. 117 FH 30' H. FH 10 14 17 30' H. 30' H. 30' H. 30' H. RI, RO SIGHT 18 12' H. 30' H. VISIBILITY 8 30' DRIVE 15' H. 6 PATIO 21 30' H. SF. 12' H. 736 22 4 25 SIGHT 12' H. VISIBILITY P2 S.F. SLOPE 26 2 FH 15' H. +/-3,890 12' H. 30' H. SRP POLE W/50' 29 30' H. 30' H. 30' H. 30' H. 12' H. RADIUS ESMT. FH 15' H. CONCEPTUAL 56 30 32 12' H. 30' H. FUT. SUBMITTAL 33 BY TENANT FH DRIVE FH PATIO CONCEPTUAL 30' 30' H. 30' H. SF. FH 30' H. 30' H. 30' H. 182 FUT. SUBMITTAL 30' H. BY TENANT 30' H. DRIVE 30' 30' H. 30' H. S.F. PATIO 2' OH 30' H. 38 744 S.F. TYP. P1 +/-1,665 12' H. DRIVE 12' H. 30' H. 30' DRIVE 26' 30' H. SES 9'-6"X18' SPACES O.R. 30' DRIVE 30' H. DRIVE DRIVE 26' 30' H. 30' H. 30' H. B S.F. 26' 30' H. 12' H. 12' H. 12' H. 30' H. 30' H. FH FH 12' H. 12' H. 12' H. SHOPS LI 12,400 30' H. FH 30' H. 30' H. 30' H. FH 923 DO NOT 30' H. 30' H. 30' DRIVE ENTER 26' DRIVE 2' OH 220 PATIO FH TYP. 815 S.F. FH 30' H. LOADING/ UNLOADING PARKING 30' H. 30' H. LOADING/ UNLOADING PARKING 12' H. 30' H. CONCEPTUAL FUTURE LS/RET PEDESTRIAN UNDERPASS CROSSING S.F. (SEPARATE SUBMITTAL) 30' H. PATIO PATIO 2' OH 1,100 TYP. SHOPS A 620 S.F. 15,550 S.F. SES 30' H. FH 12' H. O.R. 30' H. 30' H. ONE WAY ONE WAY 30' H. ANCHOR 1 166,000 S.F. 20' H. ARI=ONA24 EXISTING 30' H. FH 30' H. 30' H. FH 30' H. 30' H. 30' H. (NOT A PART) LS/RET 6' PRIMARY PEDESTRIAN LINK WITH ENHANCED 5' SECONDARY PEDESTRIAN LINK LANDSCAPING AND TREE COVEREAGE/SHADING (EXCEPT WHERE PARKING OVERHANGS FOR PEDESTRIAN COMFORT SIDEWALK SIDWALK TO REMAIN 6'). LOW GROUND COVER VEGETATION N 6' PRIMARY PEDESTRIAN LINK PEDESTRIAN PLAN 0 40' 80' 160' 5' SECONDARY PEDESTRIAN LINK (EXCEPT WHERE PARKING OVERHANGS SIDEWALK) SCALE: 1" = 80' STREET SIDEWALK 5'-0" 6'-0" 5'-0" 5'-0" 6'-0" 5'-0" 6'-0" 5'-0" 5'-0" 5'-0" PURMHFW NR.: 23024.000BST29 R E D A R GATEWAY CROSSING T E C H I S I T E G E C IVVXH DDWH: 08-17-2026 R T 49330 KOREY S. TLWOH: WILKES PEDESTRIAN PLAN 08-17-26 Williams Field Rd. & State Route 24 A A . R I = S . O N A , U . EX001 MHVD, AUL]RQD LI FUTURE STATE ROUTE CONSTRUCTION PHASE SIGHT VISI%ILITY ROAD WILLIAMS FIELD 30' H. 20' H. WILLIAMS 26' FIELD 20' H. DRIVE 30' H. PROPOSED SIGNAL 26' 20' H. ARIZONA ROAD DRIVE HOTEL 4 SIGHT 30' H. 103 STORY VISI%ILITY % .EYS 24 30' H. 20' H. FULL ACCESS A HOTEL STORY 4 .EYS 103 DRIVE 30' H. 12' H. 10 FREEWAY FH 26' 30' H. 26' ON-RAMP 12' H. DRIVE 15'X25' PYLON SIGN ESMT. 15' H. 12 13 12' H. 117 FH 30' H. FH 14 17 30' H. 30' H. 10 30' H. 30' H. SIGHT 18 30' H. RI, RO VISI%ILITY 12' H. 30' 30' DRIVE 8 15' H. 6 PATIO 21 30' H. SF. 12' H. 736 22 30' 4 25 SIGHT 12' H. VISI%ILITY P2 S.F. SLOPE 26 2 0 FH 15' H. -3,8 (PART 1168' 12' H. 30' H. SRP POLE W 50' 29 30' H. 30' H. 30' H. 30' H. 12' H. ESMT. AGREEMENT OF RADIUS A FH 15' H. CONCEPTUAL 56 30 WITH 32 12' H. 30' H. CROSS-ACCESS FUT. SUBMITTAL 33 THE BY TENANT SPORTS FH DRIVE FH PATIO CONCEPTUAL 30' 30' H. 30' H. 30' SF. FH 30' H. 30' H. 30' H. COMPLEX) 182 FUT. SUBMITTAL 30' H. BY TENANT 30' H. DRIVE 30' 30' H. 30' H. S.F. PATIO 2' OH 30' H. 38 744 S.F. TYP. P1 -1,665 12' H. DRIVE 12' H. 30' H. 30' DRIVE 26' 30' H. '-6"X18' SPACES SES O.R. 26' 30' DRIVE 30' H. DRIVE DRIVE 26' 30' H. 30' H. 30' H. % S.F. 30' 26' 30' H. 12' H. 12' H. 12' H. 30' H. 30' H. FH FH 26' 12' H. 12' H. 12' H. LI SHOPS 12,400 30' 30' H. FH 30' H. 30' H. 30' H. FH 23 DO NOT 30' H. 30' H. 30' DRIVE ENTER 26' DRIVE 2' OH 220 26' PATIO FH TYP. 815 S.F. FH 30' H. LOADING UNLOADING PAR.ING 30' H. 30' H. LOADING UNLOADING PAR.ING 12' H. 30' H. CONCEPTUAL FUTURE LS RET PEDESTRIAN UNDERPASS CROSSING S.F. (SEPARATE SU%MITTAL) 30' H. PATIO PATIO 2' OH 1,100 TYP. SHOPS A 620 S.F. 15,550 S.F. SES 30' H. FH 12' H. O.R. 2101' 30' H. 30' H. ONE WAY ONE WAY 15' 30' H. 30' ANCHOR 1 166,000 S.F. 20' H. 15' VAN EXISTING 20' VAN 30' H. FH 30' H. 30' H. FH 30' H. 30' H. 30' H. VAN (NOT A PART) LS RET N FIRE ACCESS ROUTE FH FIRE HYDRANT 0 50' 100' 200' SCALE: 1" 100' FIRE TURNING RADIUS TYP. ALL R35'-0" R55' R35' R55'-0" R E D A R E C S T H I Project No.: 23024.000_ST30 I T G E GATEWAY CROSSING E C R T 49330 Issue Date: 08-17-2026 KOREY S. WILKES 08-17-26 Title: FIRE ACCESS ROUTE A A . R I Z S . Williams Field Rd. & State Route 24 O N A , U . EX007 Mesa, Arizona