Site Plan

open
entrance to
building
R.D.
R.D.
2VA
4A
5
8
3
3
5
4
8
7
8
8
5
3
7
8
7
4
FIRE ACCESS 
ROUTE, TYP
BICYCLE PARKING
TRAIL EXTENSION
NOT IN CONTRACT, SHOWN FOR REFERENCE ONLY
38" SCREEN 
WALL, TYP
LONGBOW PARKWAY
BERM, REF 
LANDSCAPE
SYNTHETIC TURF, TYP
POOL
30' BUILDING 
SETBACK LINE
RAMP, TYP
AO2 LINE
SITE INFORMATION:
LOT 2C
3.37 ACRES
5717 E LONGBOW PKWY
APN: 14141036
GENERAL PLAN: REGIONAL CENTER, EVOLVE
ZONING:
EXISTING - LI-PAD
PROPOSED - LC-PAD-BIZ
PARKING REQUIRED:
HOTEL (124 UNITS): 
124 STALLS
EATING & DRINKING ESTABLISHMENT:
INTERIOR (UP TO 4,100 SF) (1:75):
54.6 STALLS
PATIO (UP TO 550 SF) (1:200):
2.75 STALLS
TOTAL REQUIRED:
183 STALLS
PARKING PROVIDED:
STANDARD STALLS:
122 STALLS
ACCESSIBLE STALLS:
9 STALLS
TOTAL PROVIDED:
131 STALLS
SHARED PARKING PERMIT REQUEST:
REQUESTING SHARED PARKING ADMINISTRATIVE USE PERMIT DUE 
TO NONRESIDENTIAL USES WITH DIFFERENT HOURS OF PEAK 
OPERATION AND USE FOR THE 52 STALL VARIANCE
BICYCLE PARKING REQUIRED:
HOTEL:
7 STALLS
BICYCLE PARKING PROVIDED:
HOTEL:
8 STALLS
HOTEL SQAURE FOOTAGE:
56,359 SF
LOT SIZE:
FUTURE EATING & DRINKING 
ESTABLISHMENT:
1.00 ACRES
HOTEL:
2.37 ACRES
PROPOSED 
LOT LINE
FIRE ACCESS 
ROUTE, TYP
BICYCLE PARKING
TRAIL EXTENSION
LONGBOW PARKWAY
BERM, REF 
LANDSCAPE
SYNTHETIC TURF, TYP
POOL
CROSS ACCESS 
AGREEMENT AND 
EASEMENT TO BE 
RECORDED PRIOR TO 
BUILDING PERMIT
RAMP, TYP
FUTURE
RETAIL / EATING & DRINKING 
ESTABLISHMENT UP TO 
4,100 SF WITH UP TO 550 SF 
PATIO
CONNECTION TO ADJACENT 
PARCEL
AO2 LINE
18' - 0"
18' - 0"
AO2 LINE
PROPOSED 
LOT LINE
PROPOSED 
LOT LINE
HERRINGBONE 
STAMPED 
CONCRETE, TYP
0"
EXISTING SIDEWALK ADJACENT TO 
LONGBOW PARKWAY
NORTH
HERRINGBONE 
STAMPED 
CONCRETE, TYP
918 SQ.FT. FOUNDATION 
BASE PLAZA AREA
20' - 0"
R 35' - 0"
R 35' - 0"
R 35' - 0"
24' - 0"
18' - 0"
18' - 0"
EASEMENT
24' - 0"
16' - 0"
2' - 0"
9' - 0"
9' - 0"
9' - 0"
6'-0" TYP
11' - 0"
14' - 2"
9' - 8"
12' - 3"
TYP
5' - 0"
9' - 0"
R 35' - 0"
R 55' - 0"
9' - 0"
5' - 0"
9' - 0"
18' - 0"
26' - 0"
16' - 0"
2' - 0"
20' - 0"
15' - 0"
R 35' - 0"
R 55' - 0"
9' - 0"
18' - 0"
18' - 0"
24' - 0"
16' - 0"
2' - 0"
9' - 0"
5' - 0"
9' - 0"
18' - 0"
24' - 0"
9' - 0"
17' - 0"
9' - 0"
26' - 0"
18' - 0"
12' - 0"
15' - 0"
23' - 2"
40' - 9"
30' - 0"
R 35' - 0"
45' - 5"
18' - 10"
16' - 0"
26' - 6"
9' - 0"
30' - 0"
10' - 0"
6' - 0"
109' - 3"
2' - 0"
2' - 0"
2' - 0"
2' - 0"
36' - 3 1/4"
36' - 3 1/2"
27' - 0 7/8"
18' - 0 3/8"
27' - 6 5/8"
36' - 1 1/4"
27' - 1"
27' - 0 3/4"
20' EASEMENT
34" SCREEN 
WALL, TYP
EASEMENT
13' - 0"
The building images shown are a representation of the current design 
intent only. The building images may not reflect variations in color, tone, 
hue, tint, shading, ambient light intensity, materials, texture, contrast, 
font style, construction variations required by building codes or 
inspectors, material availability or final design detailing.
DESIGN REPRESENTATION ONLY - NOT FOR CONSTRUCTION
SITE PLAN
MESA (LONGBOW), AZ
HOTEL
SD1.0
12/24/2025
The building images shown are a representation of the current design 
intent only. The building images may not reflect variations in color, tone, 
hue, tint, shading, ambient light intensity, materials, texture, contrast, 
font style, construction variations required by building codes or 
inspectors, material availability or final design detailing.
DESIGN REPRESENTATION ONLY - NOT FOR CONSTRUCTION
SITE PLAN
MESA (LONGBOW), AZ
HOTEL
SD1.0
12/24/2025
1" = 30'-0"
SITE PLAN
1
02/04/2026
02/04/2026

PROVIDE 1 1/4" DIA. 
GALV. STEEL PIPE 3" 
LONG, SET INTO CONC 
TO RECEIVE CANE 
BOLT (EA. SIDE)
CONCRETE PAVEMENT, 
REF CIVIL
8" SPLIT-FACE CMU
6" DIA STEEL 
BOLLARD, TYP - 3, 
MINIMUM 
GROUND HEIGHT 
OF 6'
CONCRETE APRON 
REF CIVIL
DUMPSTER (N.I.C)
1'-0"
26'-3 1/4"
SLOPE (REF: CIVIL)
SD1.7
3
3
SD1.7
SD1.7
2
26' - 3"
SPRING LOADED 
GATE WHEEL, TYP
3'-4"
4'-0"
13'-4"
M.O.
25' - 0"
EQ
EQ
12' CLEAR
12' CLEAR
3' - 0"
3' - 0"
3' - 0"
3' - 0"
4'' CONC CAP BLOCK 
SEALANT AND BACKER 
ROD BETWEEN CAP 
PIECES
8" SPLIT-FACE CMU, 
ROUGH EDGE AT 
EXTERIOR FACE, REF 
STRUCT PAINT 
EXPOSED SURFACES 
MINIMUM TWO COATS 
OF ENAMEL, SW7068 
"GRIZZLE GRAY"
CONC SLAB 
REF CIVIL
FOUNDATION REF STRUCT
8' - 0"
PROVIDE #4x6 DOWEL 
ANCHOR INSERTED IN EPOXY 
ADHESIVE WITH 2" 
EMBEDMENT INTO CAP BLOCK 
PRIOR TO INSTALLATION INTO 
BOND BEAM - PROVIDE 2 
DOWELS MIN PER CAP
SMOOTH FACE CMU AT 
COURSES BELOW GRADE
6" STEEL SLEEVE
PAINTED SW7068 
"GRIZZLE GRAY"
SPLIT FACE CMU WALL
1x6 PRESSURE TREATED 
WOOD FASTENED TO 
TUBE WITH #12 WOOD TO 
STEEL SCREWS
CANE BOLT & SLEEVES
5" STEEL PIPE
PAINTED SW7068 
"GRIZZLE GRAY"
4 1/2"x5" STEEL PLATE
6" COLLARS BELOW 
SLEEVE
EXT SIDE OF 
ENCLOSURE
INT SIDE OF 
ENCLOSURE
NOTE:
ALL EXPOSED METAL TO 
BE CLEANED AND 
PAINTED, SW7068 
"GRIZZLE GRAY"
4" X 2" X 3/16" STEEL TUBE 
FOR GATE FRAMING
1 1/2"
8' - 2 1/2" GATE
4"
4"
CANE BOLT & SLEEVES,
GATE C.L.
8" SPLIT-FACE CMU. 
PAINT ALL EXPOSED 
SURFACES MIN. TWO 
COATS OF ENAMEL 
SW7068 "GRIZZLE 
GRAY"
4 '' CONC CAP BLOCK 
SEALANT AND BACKER 
ROD BETWEEN CAP 
PIECES. TWO COATS 
OF ENAMEL SW7068 
"GRIZZLE GRAY"
REF: CIVIL
HP (HIGH POINT)
TOP OF SLAB EL
PAINT STEEL FRAMING, 
TYP
NOTE:
ALL EXPOSED METAL 
TO BE CLEANED AND 
PAINTED, SW 7068 
"GRIZZLE GRAY"
5" STEEL PIPE FILLED 
WITH CONCRETE
COLLAR AND HINGE,
MATERIAL TO PREVENT
GALVANIC REACTIONS
COLLAR AND HINGE,
MATERIAL TO PREVENT
GALVANIC REACTIONS
1.5" METAL DECKING
7'-1"
4"
3 13/16"
3 7/8"
8' - 0"
CANE BOLT & SLEEVES,
GATE C.L.
7'-1"
4"
REF:
/
1/2" = 1'-0"
1
SD1.7
TRASH ENCLOSURE WALL SECTION
3
1" = 1'-0"
PLAN DETAIL AT GATE
4
1/2" = 1'-0"
TRASH ENCLOSURE PLAN
1
The building images shown are a representation of the current design 
intent only. The building images may not reflect variations in color, tone, 
hue, tint, shading, ambient light intensity, materials, texture, contrast, 
font style, construction variations required by building codes or 
inspectors, material availability or final design detailing.
DESIGN REPRESENTATION ONLY - NOT FOR CONSTRUCTION
TRASH ENCLOSURE
MESA (LONGBOW), AZ
HOTEL
SD1.7
12/24/2025
REF:
/
1/2" = 1'-0"
1
SD1.7
TRASH ENCLOSURE ELEVATION
2
TRASH ENCLOSURE SHALL MEET THE MINIMUM REQUIREMENTS OF M-62 
DETAILS.
02/04/2026
02/04/2026

15' - 0"
15' - 0"
15' - 0"
30' - 10"
45' - 3"
24' - 4"
13' - 8"
63' - 10"
26' - 8"
27' - 2"
25' - 1"
5' - 9"
45' - 3"
24' - 4"
13' - 2"
14' - 6"
25' - 4"
12' - 7"
12' - 0"
1' - 2"
25' - 6"
12' - 1"
15' - 0"
20' - 0"
32' - 5"
30' - 1"
21' - 6"
23' - 2"
20' - 7"
12' - 0"
29' - 8"
32' - 8"
The building images shown are a representation of the current design 
intent only. The building images may not reflect variations in color, tone, 
hue, tint, shading, ambient light intensity, materials, texture, contrast, 
font style, construction variations required by building codes or 
inspectors, material availability or final design detailing.
DESIGN REPRESENTATION ONLY - NOT FOR CONSTRUCTION
ARCHITECTURAL FOUNDATION BASE PLAN
MESA (LONGBOW), AZ
HOTEL
SD1.11
12/24/2025
FOUNDATION BASE CALCULATIONS
NORTH BUILDING FACE:
BUILDING FACE LENGTH (FT)
FOUNDATION BASE (FT) 
WEIGHTED BASE (FT^2)
15'-0"
20'-0"
300.00
12'-1"
32'-5"
391.69
25'-6"
15'-0"
382.50
1'-2"
15'-0"
17.50
12'-0"
30'-1"
361.00
12'-7"
21'-6"
270.54
25'-4"
23'-2"
585.20
14'-6"
20'-7"
298.46
13'-2"
12'-0"
158.00
24'-4"
15'-0"
365.00
45'-3"
12'-0"
543.00
5'-9"
29'-8"
170.58
25'-1"
32'-8"
821.48
231'-9"
4,664.95
AVERAGE FOUNDATION BASE (FT)
20.1'
COMPLIES WITH 15' MINIMUM AVERAGE
YES
NORTH FACE FOUNDATION BASE = 
SOUTH FACE FOUNDATION BASE > 15 FT
EAST FACE FOUNDATION BASE = 15 FT
WEST FACE FOUNDATION BASE > 15 FT