Extracted text (via pymupdf_layout)
21957 characters
BXLOGLQJ CRGHV: N 2024 IQWHUQDWLRQDO BXLOGLQJ CRGH (IBC) SITE PLAN 2024 IQWHUQDWLRQDO E[LVWLQJ BXLOGLQJ CRGH (IEBC) 0 50' 100' 200' 2024 IQWHUQDWLRQDO RHVLGHQWLDO CRGH (IRC) 2024 IQWHUQDWLRQDO EQHUJ\ CRQVHUYDWLRQ CRGH (IECC) SCALE: 1" = 100' 2024 IQWHUQDWLRQDO FLUH CRGH (IFC) 2024 IQWHUQDWLRQDO FXHO GDV CRGH (IFGC) 2024 IQWHUQDWLRQDO MHFKDQLFDO CRGH (IMC) 2024 IQWHUQDWLRQDO POXPELQJ CRGH (IPC) E[LVWLQJ =RQLQJ: LI (AOA-2 OYHUIOLJKW AUHD) 2024 IQWHUQDWLRQDO SZLPPLQJ PRRO DQG SSD CRGH (ISPSC) 2023 NDWLRQDO EOHFWULFDO CRGH (NEC) PURSRVHG =RQLQJ: ----- LI APN : PRUWLRQ RI 313-25-859P 313-25-961 MESA FIRE CODE NOTES Note: Parcel 313-25-859P is currently in the County and will be annexed 65' into the City of Mesa (Case #: ANX25-00682). 1. PER MESA AMENDED FIRE CODE SECTION 510.1 NEW BUILDINGS ROW FUTURE SHALL HAVE APPROVED RADIO COVERAGE FOR EMERGENCY STATE ROUTE OYHUOD\V/SSHFLDO PODQQLQJ DLVWULFWV: MHVD GDWHZD\ SWUDWHJLF RESPONDERS WITHIN THE BUILDING. BUILDINGS OR STRUCTURES 829' CONSTRUCTION DHYHORSPHQW PODQ MORE THAN 3 STORIES ABOVE GROUND LEVEL OR BUILDINGS OR PHASE STRUCTURES TOTALING 45,000 S4UARE FEET (13 716 M2) OR MORE ROW 94' NHW SLWH AUHD: 1,601,118 S.F. (36.75 AC.) ON ANY SINGLE FLOOR SIGHT VISIBILITY BXLOGLQJ AUHDV 2. FIRE SPRINKLERS SYSTEM WILL BE RE4UIRED IN BUILDINGS AND STRUCTURES PER MESA FIRE CODE ROAD 5 AQFKRU 1: 166,000 S.F. TYP. 903.2. UNLESS EXEMPTED BY THE 6 LISTED EXEMPTIONS OF 903.2.1. 50' GDV: 206 S.F. 3. MESA AMENDED FIRE CODE SECTION 903.3.3.1.1.3.2 BUILDINGS WITH 3 101' SKRSV A: 15,550 S.F. FIELD TYP. 30' H. ROOF STRUCTURE OVER 20 FEET. THE MINIMUM DESIGN SKRSV B: 12,400 S.F. 20' H. 12 RE4UIREMENTS FOR BUILDINGS WITH THE ROOF STRUCTURE OVER 18' TYP. 9' 31' TYP. TYP. 167'-4" HRWHO A (1VW SWRU\ 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 WILLIAMS 26' HRWHO B (1VW SWRU\ 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 DULYH-WKUX (CRQFHSWXDO): 1,665 S.F. 903.3.7.1. THE SI=E OF THE FIRE DEPARTMENT CONNECTION AND 22' 20' H. +/- 706.9 SF 6 DRIVE PIPING IS DEPENDENT ON THE AUTOMATIC SPRINKLER DESIGN 3 5' TYP. 30' H. P2 DULYH-WKUX (CRQFHSWXDO): 3,890 S.F. FLOW. THE MAXIMUM DESIGN FLOW FOR A 2-ò INCH SIAMESE TYP. PROPOSED FORRU BXLOGLQJ AUHD (1VW FORRU OQO\): 243,410 S.F. CONNECTION IS 500 GPM. FOR DESIGN FLOWS GREATER THAN 500 SIGNAL 26' TYP. 9' GPM INSTALL A SINGLE 2-ò INCH SIAMESE CONNECTION AND 5-INCH 15' TYP. 18' 20' H. DRIVE OH ARI=ONA TRWDO BXLOGLQJ AUHD (HRWHOV - 4 FORRUV): 360,895 S.F. SB 26' 4 HOTEL 2' TYP. STOR= 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 TYP. 12 18' TYP. 50' ACCESS 6 11' 20' 26' PXEOLF SSDFH RHTXLUHG (TRWDO BOGJ. AUHD # 5 S.F./1,000 SF.) 1,805 SF. 1 EQWU\ZD\ FHDWXUH 69' TYP. 12 A TYP. TYP. TYP. 5' 20' 18' TYP. PXEOLF SSDFH PURYLGHG: 9,478 SF. 24' HOTEL ROW 75' 6 4 STORY KEYS 25' 103 DRIVE 2 LDQGVFDSH EQWU\ CRUULGRU FH 12' H. TYP. 109 30' H. FREEWAY LDQGVFDSHG SXUIDFH AUHD: 407,091 S.F. 20' 26' 30' H. 26' 6 50' ON-RAMP IPSHUYLRXV SXUIDFH AUHD (NHW DUHD-LDQGVFDSHG AUHD): 1,194,027 S.F. 3 40" HHLJKW CMU PDUNLQJ SFUHHQZDOO - (SHH EX 005/SP08) 12' H. DRIVE 11 TYP. 15'X25' 25'-4" PUE 8' 80' 13 SPACES TYP. 9' TYP. 7 9 TYP. 6 100' ESMT PYLON ESMT. SIGN LRW CRYHUDJH (LPSHUYLRXV DUHD/QHW VLWH DUHD): 74.6 15' MIN. 5' 15' H. 12 13 43' TYP. 13 12' H. TYP. 9' 117 +/- 907.6 SF SRP 4 8' CMU SFUHHQZDOO (SHH SP09) ROW 65' SB 10 19' 14 37' 17' 17 MIN. 5' 15' TYP. 18' 2' FH 30' H. 14' 30' H. 30' H. FH 11' 15' LS MD[. LRW CRYHUDJH AOORZHG: 90 RI, RO SIGHT 20' 18 2' 12' H. 18' 30' H. 26' 26' 30' H. TYP. OH TYP. 10 30' DRIVE 12 10 12 7 12 30' H. 30' 5 RHIXVH EQFORVXUH SHU CLW\ RI MHVD (M-62.02) - T\S. VISIBILITY 130' 8 TYP. TYP. TYP. TYP. TYP. TYP. 12 BSB 15' H. 6 PATIO SF. 21 12' H. TYP. 18' 6' 30' H. TYP. 12 12' 12' TYP. PURSRVHG MD[. HRWHO BOGJ. HHLJKW: 65'-0" TYP. 7 736 22 93' 2 TYP. 5 12' 26' 45'-0" 6 5' AFLG EWFKHG CRQFUHWH SLGHZDON - T\S. 65' 4 82' TYP. TYP. PURSRVHG MD[. AQFKRU BOGJ. HHLJKW: SIGHT ROW 3 25 6' 12' H. 50' TYP. 6 14 1 9' 24' 10' 15' 7 8' 24' 8' 13' 21' 8' VISIBILITY 2 P2 S.F. 50' SLOPE 26 3 10' TYP. 10' TYP. MIN. MIN. MIN. FH PURSRVHG MD[. SKRS BOGJ. HHLJKW: 30'-0" 7 6' AFLG EWFKHG CRQFUHWH SLGHZDON - T\S. 21' 5' 2' 50' MAX. MIN. 15' H. +/-3,890 3 12' H. 8' 30' H. 6' 6' 20' 12' 12' 12' 12' SRP POLE W/50' MIN. 75' MIN. 46' 16' 14' TYP. 18' 15' 29 TYP. 12 50' 30' H. 36' 30' H. 30' H. 30' H. 12' H. RADIUS ESMT. FH 30' 95' 15' H. 46' MIN. 18' CONCEPTUAL 30 32' 7 13 14' SHH EX006 IRU CDOFXODWLRQV 8 12" WLGH CRQFUHWH SWHS-RII - T\S. 62' MIN. TYP. FUT. SUBMITTAL 56 32 12' TYP. H. TYP. 30' H. TYP. 5 9'-6" 50' 30' 30' BY TENANT 33 8' 10' TYP. 24' 6' 6' TYP. 7 6' 6' 30' 31' MIN. 15' FH 13' PDUNLQJ 5HTXLUHG 9 PXEOLF SSDFH/POD]D (S.F. DV NRWHG) 13' PATIO SF. 2' OH CONCEPTUAL 50' 30' DRIVE TYP. 18' 30' H. 9' FH FH 30' H. 30' H. 6' 6' 30' H. 36' 30' H. 44' 182 TYP. FUT. SUBMITTAL 16' 18' TYP. 50' 5' TYP. 8 12' 9'-6" TYP. 30' H. 46' 3' BY TENANT TYP. DRIVE 89' 30' H. 18' 18' 10' AQFKRU 1 + GDV (166,206 S.F # 1/375 S.F.) 443 SSDFHV 10 MRQXPHQW SLJQ 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 10' TYP. 1 11' 8 SPACES 11 744 S.F. TYP. SKRSV A-B #1/275 S.F. (27,950 S.F.) 102 SSDFHV 11 BLNH RDFNV (SSDFHV DV NRWHG) +/-1,665 MAX 18' TYP. 9' 36' 26' TYP. 18' 2' OH 7' 18' 5' DRIVE 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 DULYH-TKUXV (CRQFHSWXDO) (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 SSDFHV 12 FLUH TXUQLQJ RDGLXV DRIVE TYP. 8 11' 2' OH. 8' 25' 18' TYP. 7 TYP. 13' 7 TYP. 13' 24' MIN. 18' PDWLRV # 1/200 SF.(918 S.F.) 5 SSDFHV 26' DRIVE TYP. 20' TYP. 13 EQKDQFHG PDYLQJ: AFLG EWFKHG CRORU CRQFUHWH (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. HRWHOV (43,699 S.F. 1VW FORRU) 212 SSDFHV 12 355' 15' 15' 26' MAX 17' 6' 6' 30' H. 14 300' PDUNLQJ RDGLXV 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 SSDFH/KH\ : 212 KH\V) 24' 12 12' H. LI 30' 30' 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 PLFN-XS DQG DURS OII =RQHV 50' 30' H. 30' H. TYP. TYP. TYP. TYP. TYP. FH 6' 6' 18 SPACES 7 9' 9' 9' 9' TRWDO PDUNLQJ RHTXLUHG: 818 SSDFHV 5 30' H. 5' TYP. 30' 36' 923 TYP. TYP. 12 TYP. 14' 11' 11' 11' 15' DO ENTER NOT TYP. 12 30' H. 10' 10' 10' 8' 30' H. 19' 40' 30' DRIVE 234' 16 PDLQWHG SWULSSLQJ 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' PDUNLQJ PURYLGHG: 1,457 SSDFHV FH 16 TYP. 5 8 SPACES FH TYP. TYP. TYP. TYP. 12 SPACES 815 S.F. 17 FORRU MRXQWHG XIPUV. (VFUHHQHG E\ ODQGVFDSH DUW ZUDS 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%) SHU. M=O SHFW. 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 PDUNLQJ RHTXLUHG (#20+ 1 RYHU 1,000 S.F.): 25 SSDFHV 8' 9 SHOPS A 620 S.F. 121' 14' 17 +/- 2,969 SF 72' 15,550 S.F. 54' ADA PDUNLQJ PURYLGHG: 30 SSDFHV SES 36' 30' H. O.R. 225' 12' H. 74' TYP. 4 FH 14 53' 30' 8' 8' 7' BLNH PDUNLQJ RHTXLUHG: 81 BLNH SSDFHV 30' H. 5' TYP. 6 3 30' H. 11' ONE WAY 12' 10' 2' ONE WAY 24' 10' #1/10 IRU SDUNLQJ SURYLGHG, DIWHU ILUVW 50 ELNH VSDFHV # 1/20 FH 7' 6' 6' 30' H. FLUH H\GUDQW 16' DRNG. ESMT. 36' ANCHOR 1 BLNH PDUNLQJ PURYLGHG: 82 BLNH SSDFHV 166,000 S.F. 25' HLJK LLJKW PROH (SLQJOH) 24' 10' 30' 15' 25' HLJK LLJKW PROH (DRXEOH) 36' 4 PRO-ECT TEAM 30' TYP. 12' HLJK PHGHVWULDQ LLJKW 20' H. 24' 10' DHYHORSHU AUFKLWHFW BROODUG 36' VHVWDU BXWOHU DHVLJQ GURXS 10' SB 2415 E. CDPHOEDFN RG. SW. 100 5013 E. WDVKLQJWRQ SW. 100 24' 10' PKRHQL[, A=. 85016 PKRHQL[, AUL]RQD 85034 FLUH TXUQLQJ RDGLXV - T\S. 6' 6' 36' 50' CRQWDFW: R\DQ AVK CRQWDFW: DDYLG RHXWHUPDQ 15' 5' EXISTING 20' 35' 5 PK: (562) 420-5106 PK: (602) 957-1800 30' 30' H. FH 30' H. 30' H. FH 30' H. TYP. R55' R35' 30' H. 30' H. EPDLO: UDVK#YHVWDU.FRP EPDLO: DDYLGU#EGJD].FRP 18' 87' 122' (NOT A PART) LS/RET CLYLO LDQGVFDSH AUFKLWHFW 51' CROOLHUV EQJLQHHULQJ DHVLJQ LDVNLQ AVVRFLDWHV, IQF. 4742 NRUWK 24WK SW. 270 5013 E. WDVKLQJWRQ SW. 110 10' SB PKRHQL[, A=. 85016 PKRHQL[, AUL]RQD 85034 CRQWDFW: NJX\HQ LDP, PE CRQWDFW: TLP BXNRYV]N\ PK: (602) 730-3805 PK: (602) 641-8902 EPDLO: NJX\HQ.LDP#FROOLHUVHQJ.FRP EPDLO: WLP#ODVNLQGHVLJQ.FRP LI =RQLQJ AWWRUQH\ GDPPDJH BXUQKDP N 40 N. CHQWUDO AYH. 20WK FORRU, PKRHQL[, A=. 85004 CRQWDFW: DHQQLV M. NHZFRPEH PK: (602) 256-4446 RAY RD. EPDLO: GQHZFRPEH#JEODZ.FRP RD. MOUNTAIN SITE T E R E D A R C H ARI=ONA24 I S I T WILLIAMS FIELD RD. GATEWAY CROSSING E G E C R T 49330 PURMHFW NR.: 23024.000BST30 RD. KOREY S. WILKES 08-17-26 IVVXH DDWH: 08-17-2026 ELLSWORTH RD. A A . Williams Field Rd. & State Route 24 R I = O N A , U . S . TLWOH: CONCEPTUAL SITE PLAN CRISMON PECOS RD. MHVD, AUL]RQD 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 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