05 27 25 Echo Suites Extended Stay Hotel Site Plan - SEC of 91st Ave. and McDowell Rd.

C1
COVER
VICINITY MAP
N.T.S.
3
MCDOWELL ROAD
VAN BUREN STREET
83RD AVENUE
91ST AVENUE
W
BF
602-957-3350
rickengineering.com
PHOENIX, AZ 85029
2401 W PEORIA AVE, SUITE 130
ECHO SUITES TOLLESON
NEC 91ST AVENUE AND MCDOWELL ROAD
TOLLESON, ARIZONA  85353
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53640
JEFFREY P.
HUNT
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SP1
SITE PLAN
602-957-3350
rickengineering.com
PHOENIX, AZ 85029
2401 W PEORIA AVE, SUITE 130
ECHO SUITES TOLLESON
NEC 91ST AVENUE AND MCDOWELL ROAD
TOLLESON, ARIZONA  85353
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JEFFREY P.
HUNT
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D1
DETAILS
602-957-3350
rickengineering.com
PHOENIX, AZ 85029
2401 W PEORIA AVE, SUITE 130
ECHO SUITES TOLLESON
NEC 91ST AVENUE AND MCDOWELL ROAD
TOLLESON, ARIZONA  85353
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53640
JEFFREY P.
HUNT
C
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C ACCESSIBLE SIGN & POST
SCALE: 1"=1'
"VAN ACCESSIBLE" SIGN
ONLY REQUIRED AT ALL
VAN ACCESSIBLE SPACES
12"
NOTES:
A.
THE BOTTOM OF THE SIGN SHOULD BE
NO LESS THAN 5 FEET AND NO MORE
THAN 6 FEET ABOVE FINISH GRADE.
B.
SIGNS SHALL BE PROPERLY CENTERED
WITHIN THE PARKING SPACE.
C.
THE SIGN FACE SHOULD BE LOCATED NO
FARTHER THAN 6 FEET FROM THE FRONT
OF EACH PARKING SPACE.
D.
ALL LETTERING SERIES 'C', GREEN COLOR.
E.
INTERNATIONAL SYMBOL OF
ACCESSIBILITY SHOWN WHITE ON 6"x6"
BLUE FIELD WITH 1/2" RADIUS CORNERS.
F.
COLOR: BLUE COPY - WHITE
BACKGROUND.
G.
USE HIGH INTENSITY GRADE REFLECTIVE
SHEETING.
FINISH GRADE
12" DIAMETER
CONCRETE FOOTING
2" GALVANIZED SQUARE
SIGN POST - PAINT TO
MATCH BUILDING
CAP
LABEL WITH APPROPRIATE
MUNICIPAL CODE FOR
SIGN ORDINANCE
B PAINTED ACCESSIBLE SYMBOL
N.T.S.
4'-0"
4'-0"
3" WIDE WHITE PAINT
STRIPING AND
SYMBOL - TYPICAL
THIS SIDE TOWARD
DRIVE AISLE
NOTE:
PAINTED ACCESSIBLE
SYMBOL PER MUTCD FIGURE
3B-22
BLUE BACKGROUND AND
WHITE BORDER ARE
OPTIONAL
A ACCESSIBLE PARKING MARKINGS
N.T.S.
36"
36"
4" OUTLINE STRIP
(YELLOW PAINT)
CONTRAST
BACKGROUND
(BLUE PAINT)
INTERNATIONAL
ACCESSIBLE SYMBOL
(WHITE PAINT)
11' MIN
5' MIN
11' MIN
(VAN ACCESSIBLE)
(ACCESS AISLE) 
(STANDARD) 
FULL LENGTH OF PARKING SPACE
4" YELLOW PAVEMENT
MARKING (TYPICAL)
ACCESSIBLE SYMBOL 
4" YELLOW PAVEMENT
MARKING (TYPICAL)
24"
30°
PROVIDE CANE BOLT ON FRONT OF
GATES AND CORRESPONDING METAL
SLEEVES IN CONCRETE APRON IN BOTH
OPEN AND CLOSED POSITIONS--
BOTH GATES TYPICAL
[C]
[A]
[C]
[B]
[A]
E TRASH ENCLOSURE WALL AND GATE DETAILS
N.T.S.
4'-10"
1"
3"
6"
6"
5'-6"
1"
3"
1"
3"
EQ
EQ
6'-3"
3"
1"
8"
8"
1/2"
4"
1'-0"
1'-8"
3'-0"
6"
6'-0"
1'-0"
3"
2" TYP
6"x8"x1/2" STEEL PLATE, WELD
TWO 5/8" ANCHOR BOLTS AT EACH
STEEL PLATE
PAINTED 2"x4"x1/4" TUBE STEEL
FRAME
PAINTED 1 1/12" B-DECK,
WELD TO TUBE STEEL
FRAME
8" CMU WALL, 3 #5
VERTICALS FIRST CELL,
#4 VERTICALS 32" O.C.
GROUT FIRST 48" SOLID
HEAVY DUTY HINGE WELD TO
STEEL PLATE AND TUBE STEEL
GATE FRAME
1'-8" CONCRETE FOOTING W/ 2
EA NO. 4 REBAR AT CONTINUES,
DESIGN STRENGTH 3,000 P.S.I.
8" MASONRY CMU SCREEN WALL, W/
NO. 4 VERTICAL BARS AND GROUTED
CELLS @ 32" AND HORIZONTAL JOINT
REINFORCEMENT @ 16 O.C.
1'-8"
SCHEDULE 40 C.S. PIPE BOLLARD
FILLED W/ CONCRETE, 4'-0"
ABOVE SLAB
6" CONCRETE SLAB W/ NO. 4 BARS
AT 12" O.C. BOTH WAYS, DESIGN
STRENGTH 3,000 P.S.I.
18 GA HAT CHANNEL SCREWED TO
3/4"x2" STEEL TUBE WITH #10
SCREWS
3/4"x2" STEEL TUBE WELDED TO 3"
SQ. STEEL TUBE
3" SQ. STEEL TUBE
PAINTED ACCESSIBLE
SYMBOL, SEE DETAIL
RIGHT.
[B]
6' MASONRY WALL (TYP.)
SPLIT FACE CMU BLOCK.  SPLIT
FACE TO ORIENT ON EXTERIOR
OF WALL.  PAINT WITH GRAFFITI
RESISTANT FINISH, COLOR TO
MATCH BUILDING COLOR.
4" SCHEDULE 50 C.S. PIPE
BOLLARDS FILLED WITH CONCRETE
4' ABOVE SLAB
14'x11' INSIDE
6" CONCRETE SLAB, MAG AA
CONCRETE
ENCLOSURE GATE SUPPORTS,
6"x6"x3/6", 6' LONG W/ 3/8"
DIAMETER 6" MINIMUM EMBED AB
ANCHORED 12" O.C. HINGED AND
WELDED TO GATE
ONE ENCLOSURE GATE, GATE FRAME
TO BE CONSTRUCTED OF 3"x3"x3/16"
SQUARE STEEL TUBING, W/ INTER
CROSS-BRACE AND 1/8" STEEL PLATE
SURFACE WELDED ON BOTH SIDES
7" CONCRETE SLAB, DESIGN
STRENGTH 4,000 P.S.I. WITH #4
REBAR, 12" O.C. BOTH WAYS
6" CONCRETE SLAB, DESIGN
STRENGTH 3,000 P.S.I. WITH #4
REBAR, 12" O.C. BOTH WAYS
13'-4" (SINGLE)
26'-0" (DOUBLE)
38'-6" (TRIPLE)
11"
10'
8"
14' (AS SHOWN)

C:\RICK\Projects\P05500\7235_Echo_Suites_Tolleson\Landscape\7235-PRELIM-LANDSCAPE-PLAN.dwg      Plotted:  Mar. 12,  2025
2025 Rick Engineering Company
c
NEC 91ST AVENUE AND MCDOWELL ROAD
TOLLESON, ARIZONA  85353
602-957-3350
rickengineering.com
PHOENIX, AZ 85029
2401 W PEORIA AVE, SUITE 130
ECHO SUITES TOLLESON
preliminary landscape plan
PRELIMINARY LANDSCAPE PLAN for
ECHO SUITES TOLLESON
SEC 91ST AVENUE AND MCDOWELL ROAD   TOLLESON, ARIZONA
A PORTION NORTHWEST QUARTER OF SECTION 3, TOWNSHIP 1 NORTH, RANGE 1 EAST OF THE
 GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA
VICINITY MAP
N.T.S.
3
MCDOWELL ROAD
VAN BUREN STREET
83RD AVENUE
91ST AVENUE
LANDSCAPE ARCHITECT
RICK ENGINEERING COMPANY, INC.
3945 EAST FORT LOWELL ROAD, SUITE 111
TUCSON, AZ 85712
PHONE:  (520) 795-1000
CONTACT:  MARK FELLINGER
mfellinger@rickengineering.com
CIVIL ENGINEER
RICK ENGINEERING COMPANY
2401 WEST PEORIA AVENUE, #130
PHOENIX, ARIZONA   85029
PH: 602-957-3350
ATTN: JEFF HUNT, PE
A.
ANY CHANGES MADE TO THE PLANS AND DETAILS SHOWN ON
THESE DOCUMENTS WHICH ARE NOT APPROVED BY THE
LANDSCAPE ARCHITECT RELEASES RICK ENGINEERING OF ANY
LIABILITY INCURRED AS A RESULT OF SAID CHANGES.
B.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT THE JOB
SITE TO BECOME FAMILIAR WITH ALL EXISTING CONDITIONS
THAT COULD AFFECT THE INSTALLATION OF ANY WORK SET
FORTH IN THESE PLANS OR SPECIFICATIONS PRIOR TO
SUBMITTING 
A 
BID. 
 
BEFORE 
BEGINNING 
WORK, 
THE
CONTRACTOR SHALL VERIFY THE ACCURACY OF THE PLANS TO
THE SITE CONDITIONS AND SHALL REPORT ALL DISCREPANCIES
TO THE OWNERS REPRESENTATIVE. WRITTEN DIMENSIONS AND
GRADES PREVAIL OVER SCALED DIMENSIONS. NOTIFY OWNERS
REPRESENTATIVE OF ANY DISCREPANCIES.
C.
IF ANY UTILITIES CONFLICT WITH THE ORIGINAL PLACEMENT OF
INTENDED 
PLANT 
MATERIAL 
ON 
SITE 
THE 
LANDSCAPE
ARCHITECT WILL AID THE CONTRACTOR IN THE RELOCATION OR
SHIFTING 
OF 
PLANT 
MATERIAL 
ON 
SITE. 
 
IT 
IS 
THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY TYPE AND
LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE
THERETO.  ALL UTILITIES SHALL BE LOCATED AND VERIFIED
PRIOR TO ANY EXCAVATION.  THE LOCATIONS OF UTILITIES,
STRUCTURES AND SERVICES SHOWN ON THESE PLANS ARE
APPROXIMATE ONLY.  ANY DISCREPANCIES BETWEEN THESE
PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED
TO THE OWNERS REPRESENTATIVE IMMEDIATELY.  PRIOR TO
COMMENCEMENT OF ANY WORK, THE CONTRACTOR SHALL
CONTACT CALL BEFORE YOU DIG (811) TO VERIFY LOCATIONS
AND DEPTHS OF UNDERGROUND UTILITIES THAT MAY BE
AFFECTED BY THIS WORK, AND SHALL BE RESPONSIBLE FOR
DAMAGES TO SUCH UTILITIES CAUSED AS A RESULT OF THE
WORK.
D.
THE CONTRACTOR SHALL COMPLY WITH ALL LAWS, RULES AND
REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION
OVER THE PREMISES.  THE CONTRACTOR SHALL OBTAIN AND
COMPLY WITH ALL PERMITS REQUIRED TO COMPLETE THE
WORK COVERED BY THESE PLANS AND SPECIFICATIONS.
E.
THE 
CONTRACTOR 
SHALL 
BE 
RESPONSIBLE 
FOR 
DUST
CONTROL DURING CONSTRUCTION AND SHALL ACQUIRE A DUST
CONTROL PERMIT IF REQUIRED FROM THE APPLICABLE LOCAL
AGENCY.  ALL COSTS ASSOCIATED WITH DUST CONTROL AND
PERMITS IS CONSIDERED INCIDENTAL TO THE PROJECT.
F.
LANDSCAPE CONTRACTOR SHALL PROVIDE FINISH GRADING
AND REMOVAL OF DEBRIS IN PLANTING AREAS TO ENSURE
POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES.  NO
GRADING IS ALLOWED WITHIN DRIP LINE OF EXISTING TREES.
G.
CONTRACTOR SHALL OBTAIN A COPY OF AND REVIEW THE
GEOTECHNICAL 
SOILS REPORT IF APPLICABLE TO THIS
PROJECT.
H.
CONTRACTOR SHALL OBTAIN AND REVIEW A SOILS AGRONOMY
TEST PRIOR TO BEGINNING CONSTRUCTION, AND SHALL ABIDE
BY IT TOWARDS THE COMPLETION OF THIS WORK.  ANY
DISCREPANCIES BETWEEN THE REPORT AND THESE PLANS
SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE
OWNERS REPRESENTATIVE PRIOR TO CONSTRUCTION.
I.
PRIOR TO PLANTING, THE CONTRACTOR SHALL PERFORM ONE
(1) PERCOLATION TEST PER 10,000 SQUARE FEET OF PLANTING
AREA.  THE CONTRACTOR SHALL FILL A 24” BOX SIZE HOLE WITH
WATER, IF IT DOES NOT COMPLETELY DRAIN WITHIN 24 HOURS
THE 
CONTRACTOR 
SHALL 
NOTIFY 
THE 
OWNERS
REPRESENTATIVE.  TEST SHALL BE DONE UNDER THE
SUPERVISION OF THE OWNERS REPRESENTATIVE.  IF PROPER
DRAINAGE DOES NOT OCCUR WITHIN 24 HOURS CONTRACTOR
WILL BE REQUIRED TO INSTALL DRAINAGE CHIMNEYS IN PLANT
PITS PER PLANTING DETAILS.
J.
PRIOR TO PLANTING, THE IRRIGATION SYSTEM SHALL BE FULLY
OPERATIONAL 
AND 
ALL 
PLANTING 
AREAS 
SHALL 
BE
THOROUGHLY SOAKED.
K.
WHEN CALICHE OR HARD PAN IS ENCOUNTERED DURING PLANT
PIT EXCAVATION: IF IMPERVIOUS LAYER IS LESS THAN 6” THICK,
REMOVE COMPLETELY FROM PLANTING PIT.  IF LAYER IS 6”-18”
THICK, AUGER A HOLE THROUGH THE LAYER PER PLANTING
DETAILS.  IF LAYER IS GREATER THAN 18” THICK, ENLARGE THE
PLANTING PIT TO TWICE THAT (IN EACH DIRECTION) CALLED
OUT IN PLANTING DETAILS.
L.
CONTRACTOR SHALL VERIFY ROCK AND SOIL CONDITIONS
WITHIN THE PROJECT SITE PRIOR TO BIDDING.  NO EXTRA
PAYMENT OR TIME EXTENSION WILL BE GIVEN DUE TO ROCKY
SOIL CONDITIONS.  CONTRACTOR IS RESPONSIBLE FOR
CONDUCTING SITE INSPECTIONS AND CHECKING SOIL BORING
LOGS TO DETERMINE SUBSURFACE CONDITIONS PRIOR TO
BIDDING.
M.
ROOT BARRIERS ARE REQUIRED FOR ALL TREES WITHIN 5’ FEET
OF 
WALLS, 
WALKWAYS, 
STREETS, 
CURBS 
AND 
OTHER
HARDSCAPE AREAS.  ROOT BARRIER TO EXTEND A MINIMUM OF
5' IN EACH DIRECTION FROM THE CENTERLINE OF THE TREE
UNLESS OTHERWISR NOTED ON THE PLANS.
N.
ALL 
PLANT 
MATERIALS 
SHALL 
CONFORM 
TO 
NURSERY
STANDARDS ACCORDING TO AMERICAN ASSOCIATION OF
NURSERYMEN 
INC. 
DENVER 
AMERICAN 
HORTICULTURE
STANDARD  AND SHALL BE FREE FROM PESTS, EGGS, DISEASES
AND TO BE REPRESENTATIVE OF SPECIES IN SIZE, QUALITY,
FORM, COLOR AND NOT BE ROOT BOUND, DAMAGED OR
SUBSTANDARD IN ANY WAY.  FINAL LOCATION OF ALL PLANT
MATERIAL 
SHALL 
BE 
APPROVED 
BY 
THE 
OWNERS
REPRESENTATIVE PRIOR TO INSTALLATION.  ANY PLANT
SUBSTITUTIONS 
SHALL 
BE 
APPROVED 
BY 
LANDSCAPE
ARCHITECT PRIOR TO PURCHASE. REMOVE NURSERY STAKES
AND TIES FROM ALL CONTAINER STOCK.
O.
10% OF EACH PLANT MATERIAL SPECIES SHALL BE TAGGED
WITH BOTANICAL NAME FROM NURSERY OR SUPPLIER; TAGS TO
REMAIN ON PLANT MATERIAL UNTIL FINAL ACCEPTANCE.
P.
NO PLANT SUBSTITUTIONS, TYPE, OR QUANTITY DEVIATIONS
FROM THE APPROVED LANDSCAPE PLANS WITHOUT PRIOR
APPROVAL FROM THE OWNERS REPRESENTATIVE.
Q.
TREAT 
ALL 
ROCK 
MULCH 
AREAS 
WITH 
PRE-EMERGENT
HERBICIDE ONCE BEFORE THE ROCK MULCH INSTALLATION
AND ONCE AFTER THE ROCK MULCH INSTALLATION.
R.
TRANSPORTATION AND NURSERY STAKES SHALL BE REMOVED
AT INSTALLATION.  INSTALL NEW TREE STAKES AS DETAILED.
S.
THE PLANTING PLAN IS DIAGRAMMATIC. THE QUANTITIES AND
SITE CONDITIONS SHOWN ON THESE PLANS ARE FOR
INFORMATIONAL PURPOSES ONLY.  THE CONTRACTOR SHALL
VERIFY THE ACTUAL QUANTITIES AND SITE CONDITIONS PRIOR
TO BIDDING THE WORK COVERED BY THESE PLANS AND
SPECIFICATIONS.  CONTRACTOR SHALL NOTIFY OWNERS
REPRESENTATIVE OF DISCREPANCIES BETWEEN QUANTITIES
AND SYMBOLS SHOWN.
T.
CONTRACTOR SHALL PROVIDE COMPLETE MAINTENANCE PER
THE PROJECT SPECIFICATIONS UNLESS OTHERWISE NOTED ON
PLANS. 
MAINTENANCE 
SHALL 
BEGIN 
UPON 
WALK 
FOR
LANDSCAPE 
MAINTENANCE 
AND 
GUARANTEE 
PERIOD.
MAINTENANCE SHALL CONSIST OF BUT NOT BE LIMITED TO
KEEPING AREAS CLEAN, WEED FREE, TRIMMED, WATERED,
RAKED, PEST AND DISEASE FREE AND ALL OTHER WORK
NECESSARY FOR HEALTHY, VIGOROUS GROWTH AND CLEAN
APPEARANCE.  PRIOR TO COMMENCEMENT OF MAINTENANCE
PERIOD, 
CONTRACTOR 
SHALL 
SUBMIT 
A
WATERING/MAINTENANCE 
SCHEDULE 
TO 
THE 
OWNER'S
REPRESENTATIVE FOR APPROVAL.
U.
LANDSCAPE 
CONTRACTOR 
SHALL 
REPLACE 
ALL 
PLANT
MATERIAL FOUND TO BE IN AN UNHEALTHY, DAMAGED,
IMPAIRED 
CONDITION, 
MISSING 
OR 
DEAD 
DURING 
THE
MAINTENANCE PERIOD.
V.
THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND
LEGAL DISPOSAL OF ANY DEBRIS RESULTING FROM THE
CONSTRUCTION.  AT NO TIME SHALL ANY OF THIS MATERIAL
OBSTRUCT THE NORMAL OPERATION OF ANY ADJOINING
STREET ASSOCIATED WITH THIS PROJECT.
W.
THE JOB SITE AT THE COMPLETION OF THE CONSTRUCTION
SHALL 
BE 
CLEANED 
OF 
AN 
DEBRIS 
RESULTING 
FROM
CONSTRUCTION.  NO JOB WILL BE CONSIDERED UNTIL ALL
CURBS, GUTTERS, AND PAVEMENT HAVE BEEN SWEPT CLEAN
OF ALL DIRT AND DEBRIS AND ARE IN COMPLIANCE WITH THE
AGENCY SPECIFICATIONS.
X.
THE CONTRACTOR IS ADVISED THAT DAMAGE TO ANY PORTION
OF ANY EXISTING CURBS, GUTTERS, PAVEMENTS, FENCING,
WALLS, LIGHTING AND SURROUNDING AREAS THAT ARE NOT
NOTED ON THE PLANS TO BE DISTURBED ARE TO BE REPAIRED
AT THE CONTRACTORS EXPENSE.
Y.
FINAL ACCEPTANCE: A FINAL SITE WALK INSPECTION  BY
OWNERS REPRESENTATIVE IS REQUIRED AT THE END OF THE
LANDSCAPE MAINTENANCE PERIOD PRIOR TO FINAL PROJECT
ACCEPTANCE BY THE OWNER.
RICK ENGINEERING LANDSCAPE GENERAL NOTES:
SHEET INDEX
SHT. NAME
1
COVER SHEET
2
PRELIMINARY LANDSCAPE PLAN

36"
36"
C:\RICK\Projects\P05500\7235_Echo_Suites_Tolleson\Landscape\7235-PRELIM-LANDSCAPE-PLAN.dwg      Plotted:  Mar. 12,  2025
2025 Rick Engineering Company
c
NEC 91ST AVENUE AND MCDOWELL ROAD
TOLLESON, ARIZONA  85353
602-957-3350
rickengineering.com
PHOENIX, AZ 85029
2401 W PEORIA AVE, SUITE 130
ECHO SUITES TOLLESON
A MIN. 2" DEPTH LAYER OF DECORATIVE ROCK SHALL BE PLACED IN
ALL PLANTING AREAS INDICATED ON THE PLANS.  SIZE SHALL BE 1/2"
SCREENED.  COLOR SHALL BE 'SUPERIOR GOLD' AS AVAILABLE
THROUGH ROCK PROS USA, OR AS APPROVED BY OWNER.
INORGANIC GROUNDCOVER
BOULDERS SHALL BE PIT RUN 'APACHE BROWN' AS AVAILABLE THROUGH ROCK PROS
USA, OR AS APPROVED BY OWNER.
LANDSCAPE BOULDER SCHEDULE
W  x  H  x  L
3' x  3' x  3'
6
2' x  2' x  2'
55
QTY.
(8 TONS +/-)
(22 TONS +/-)
SHRUBS AND ACCENTS
TREES
SYMBOL
BOTANICAL NAME
COMMON NAME
QTY.
SIZE
PLANT MATERIAL LEGEND
PROSOPIS GLANDULOSA
TEXAS HONEY MESQUITE
PISTACIA 'RED PUSH'
RED PUSH PISTACHE
4
5
24" BOX
24" BOX
5' x 3' (1")
7' x 2.5' (1")
5' x 3' (1")
PARKINSONIA 'DESERT MUSEUM'
DESERT MUSEUM PALO VERDE
8
24" BOX
5 GAL.
15
3
5 GAL.
3
5 GAL.
22
2
5 GAL.
5' SPEAR
4
12
5 GAL.
5 GAL.
4
5 GAL.
ALOE x 'BLUE ELF'
BLUE ELF ALOE
AGAVE GEMINIFLORA
TWIN-FLOWERED AGAVE
BULBINE FRUTESCENS
BULBINE
CALLIANDRA CALIFORNICA
BAJA FAIRY DUSTER
CARNEGIA GIGANTEA
SAGUARO
CHRYSACTINIA MEXICANA
DAMIANITA
DASYILIRION WHEELERI
DESERT SPOON
FEROCACTUS WISLIZENII
BARREL CACTUS
2
36" BOX
12' x 6' (3")
H x W (CALIPER)
MINIMUM
SHRUBS AND ACCENTS
10
12
5 GAL.
5 GAL.
23
5 GAL.
43
21
1 GAL.
5 GAL.
15
23
5 GAL.
9
5 GAL.
BARE ROOT, 5' HT.,
5 CANE MIN.
FOUQUIERIA SPLENDENS
OCOTILLO
HESPERALOE FUNIFERA
GIANT HESPERALOE
HESPERALOE PARVIFLORA
RED YUCCA
LANTANA MONTEVIDENSIS
TRAILING LANTANA
LEUCOPHYLLUM PRUNOSUM
LEUCOPHYLLUM
MUHLENBERGIA 'REGAL MIST'
REGAL MIST DEER GRASS
SALVIA GREGGI
AUTUMN SAGE
TECOMA STANS
MEXICAN YELLOW BELLS
20
5 GAL.
PEDILANTHUS MACROCARPA
SLIPPER PLANT
preliminary landscape plan
20
10
0
20
40
60
GRAPHIC SCALE: 1"=20'
QTY.
SIZE
QTY.
SIZE

modusarchitecture.com 
PROTOTYPE DESIGN FINALIZATION
CLIENT: SANDPIPER HOSPITALITY 
0 3 .0 3 . 2 0 2 5  -  E L E VAT I O N S
ECHO SUITES : TOLLESON, AZ

DATE: 03/03/2025
2
THIS DRAWING IS CONCEPTUAL AND SHOULD ONLY BE USED AS AN INFORMATIVE REFERENCE. INFORMATION SHOULD NOT BE CONSTRUED AS DOCUMENTATION TOWARDS CITY APPROVALS, PERMITTING OR CONSTRUCTION.
modus architecture
CLIENT: SANDPIPER HOSPITALITY
ECHO SUITES - HOTEL BY WYNDHAM
TOLLESON, AZ
RENDER
BUILDING LENGTH 
BUILDING DEPTH
FLOORS
GUESTROOMS
249’ - 11” FT
52’ - 0” FT
4 STORY
124

DATE: 03/03/2025
3
THIS DRAWING IS CONCEPTUAL AND SHOULD ONLY BE USED AS AN INFORMATIVE REFERENCE. INFORMATION SHOULD NOT BE CONSTRUED AS DOCUMENTATION TOWARDS CITY APPROVALS, PERMITTING OR CONSTRUCTION.
modus architecture
CLIENT: SANDPIPER HOSPITALITY
ECHO SUITES - HOTEL BY WYNDHAM
TOLLESON, AZ
FRONT ELEVATION: 4 STORY
0
10’
25’
50’
BUILDING FOOTPRINT 
BUILDING HEIGHT
12,398 SF
48’ - 6”
ELEVATION
3RD FLOOR
19’ - 11 1/2”
4TH FLOOR
29’ - 5”
TRUSS BEARING
37’ - 6”
T.O. PARAPET MIDDLE
43’ - 6”
T.O. PARAPET HIGH
48’ - 6”
2ND FLOOR
10’ - 6”
1ST FLOOR
0’ - 0”

	


	
	



EIFS
	


	
	


	


	
	



	


	
	

	



	



  


DATE: 03/03/2025
4
THIS DRAWING IS CONCEPTUAL AND SHOULD ONLY BE USED AS AN INFORMATIVE REFERENCE. INFORMATION SHOULD NOT BE CONSTRUED AS DOCUMENTATION TOWARDS CITY APPROVALS, PERMITTING OR CONSTRUCTION.
modus architecture
CLIENT: SANDPIPER HOSPITALITY
ECHO SUITES - HOTEL BY WYNDHAM
TOLLESON, AZ
BACK ELEVATION: 4 STORY
ELEVATION
0
10’
25’
50’
3RD FLOOR
19’ - 11 1/2”
4TH FLOOR
29’ - 5”
TRUSS BEARING
37’ - 6”
T.O. PARAPET LOW
42’ - 0”
T.O. PARAPET MIDDLE
43’ - 6”
2ND FLOOR
10’ - 6”
1ST FLOOR
0’ - 0”

	


	
	



EIFS
	


	
	


	


	
	



	


	
	

	



	



  


DATE: 03/03/2025
5
THIS DRAWING IS CONCEPTUAL AND SHOULD ONLY BE USED AS AN INFORMATIVE REFERENCE. INFORMATION SHOULD NOT BE CONSTRUED AS DOCUMENTATION TOWARDS CITY APPROVALS, PERMITTING OR CONSTRUCTION.
modus architecture
CLIENT: SANDPIPER HOSPITALITY
ECHO SUITES - HOTEL BY WYNDHAM
TOLLESON, AZ
LEFT ELEVATION: 4 STORY
RIGHT ELEVATION: 4 STORY
0
10’
25’
50’
ELEVATION
3RD FLOOR
19’ - 11 1/2”
4TH FLOOR
29’ - 5”
TRUSS BEARING
37’ - 6”
T.O. PARAPET LOW
42’ - 0”
T.O. PARAPET MIDDLE
43’ - 6”
2ND FLOOR
10’ - 6”
1ST FLOOR
0’ - 0”
3RD FLOOR
19’ - 11 1/2”
4TH FLOOR
29’ - 5”
TRUSS BEARING
37’ - 6”
T.O. PARAPET LOW
42’ - 0”
T.O. PARAPET HIGH
48’ - 6”
2ND FLOOR
10’ - 6”
1ST FLOOR
0’ - 0”

	


	
	



EIFS
	


	
	


	


	
	



	


	
	

	



	



  


MIKE MACGREGOR, AIA  | 314.302.6864 | MIKE@MODUSARCHITECTURE.COM
CONTACT:
CLEMENTE JAQUEZ, AIA  | 214.769.5631 | CLEMENTE@MODUSARCHITECTURE.COM
4040 N. CENTRAL EXPY, STE 720 
DALLAS, TEXAS 75204
modus architecture