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APPLICATION
PLH21-0034
for a
PRELIMINARY DEVELOPMENT PLAN
for
WOODSPRING
SUITES HOTEL
At the NEC of
COOPER Rd & GERMANN Rd.
Chandler, AZ
PLH21-0051 WOODSPRING SUITES HOTEL
NEC Cooper & Germann
Preliminary Development Plan Narrative
May 4, 2021 Revised 7-1-21
Page 1
GILMORE
PLANNING & LANDSCAPE ARCHITECTURE
1. Project Introduction
On behalf of the BG Edge LLC (Future Owner/Developer), Gilmore Planning & Landscape
Architecture (Applicant) respectfully submits for consideration this application for Preliminary
Development Plan (“PDP”) for a proposed 47,000 sq foot 4-story limited-service Hotel with
122 rooms to be developed on approximately 2.7 acres at the northeast corner of Cooper
Rd and Germann Rd in Chandler, Arizona within the Chandler Airport Center (“CAC”). The
project site is also identified as Lot 8 within the Final Plat for the CAC – Phase 1. Lot 8
includes 5.4 acres and extends along the Cooper Rd frontage between Germann Rd and
Yeager Drive. The County Assessor identifies this parcel as APN 303-31-222.
Woodspring Suites will be situated on the southern portion of this parcel with frontage on
both Cooper and Germann Roads. Access will be available from the two existing driveways,
one on each of these arterial frontages. Additionally, this project will interconnect with the
portion of the CAC south of Yeager which will allow for connectivity throughout the CAC.
2. Existing Land Use
Although there has not been any on-site development except for some temporary retention,
the off-sites along Cooper and Germann Roads and their streetscapes have been
completed with a traffic signal and street lighting. The two driveways to be used for access
are also existing. The existing streetscapes will be preserved that are within landscape
easements that extends well into the property off the intersection of Cooper and Germann.
3. Existing Zoning
The existing zoning is Planned Area Development (PAD) and approved in 2005 as the
Chandler Airport Center PAD DVR04-0037 as Ordinance # 3673. The PAD Master Plan
identifies the intended uses for the Subject Property as: Commercial, Hotel, Service Retail,
and Office with a Midrise Overlay. This Overlay allows buildings for a maximum height of 70
feet. The PAD establishes development standards that have all been addressed and
satisfied with this initial site plan.
4. Surrounding Land Uses.
North: The land area immediately north is just under 2.7 acres and is under consideration
by another compatible user.
East: is a 3 story multi-tenant office building that will share access off Germann Road. The
property is part of the Chandler Airport Center PAD.
South: Immediately south at the southeast corner of Cooper and Germann Roads is vacant
ground that is within this PAD. The street frontages have been improved and landscaped
similar to the Subject Property. The Master Plan calls for Office or Light Industrial with
potential taxiway access.
West: Immediately west at the northwest corner of Cooper and Germann Roads is vacant
ground that is within this PAD. The street frontages have been improved and landscaped
similar to the Subject Property. The Master Plan permits Commercial, Hotel, Service Retail,
and Office with the potential to be Midrise.
PLH21-0051 WOODSPRING SUITES HOTEL
NEC Cooper & Germann
Preliminary Development Plan Narrative
May 4, 2021 Revised 7-1-21
Page 2
GILMORE
PLANNING & LANDSCAPE ARCHITECTURE
5. Development Plan
This proposed Woodspring Suites Hotel will be an extended stay limited services lodging
use that provides affordable, clean and safe lodging to a broad demographic range with
practical needs. Most guests in this hotel will be business travelers on temporary work
assignments, or people managing transition such as transplant from other cities relocating to
Chandler and shopping for a new house. Typically, guests of the Woodspring Suites Hotel
are college educated and with incomes at or above national averages, they are cost-
conscious and practical, opting for the solid value of a reasonably priced, comfortable place
to stay, rather than the luxuries of a more costly traditional hotel. The Woodspring Suite
Hotel will be a total of 46-47,000 square feet with 122 guestrooms on four floors, with a gym
area and guest laundry area. There are no meeting rooms included. The hours of operation
for the hotel will be twenty-four (24) hours which is customary for similar hotels.
6. Development Standards – Dimensional Criteria
Perimeter Building Setbacks
Cooper Road
127'
Germann Road
90'
East Side Yard
59'
North Side Yard (shared interior lot line)
129' / 82'
Perimeter Landscape Setbacks
Cooper Road
30'
Germann Road
30'
East Side Yard
10'
North Side Yard (shared interior lot line)
NA
Building Height (Top of Parapet)
45'
Lot Coverage (12,335sf / 2.73 Net Ac)
10.4%
Parking Required
1 sp/unit: 122 + 1/100sf Mtg. ADA (5 spaces)
122
Parking Provided
123
7. Project Landscape
The PAD includes an extensive plant palette that will be used for the primary selection for
this Woodspring Suites landscape. Size and quantities will address both the PAD
requirements and the City’s Landscape Ordinance. Trees and shrubs selected for this
landscape will be low water use species that are also listed with the Phoenix Active
Management Area’s preferred low water use plant schedule. There will be no additional turf.
As acknowledged earlier, there is an extensive streetscape along both Cooper and
Germann that will remain in place and should not impacted by this new project. The intent
PLH21-0051 WOODSPRING SUITES HOTEL
NEC Cooper & Germann
Preliminary Development Plan Narrative
May 4, 2021 Revised 7-1-21
Page 3
GILMORE
PLANNING & LANDSCAPE ARCHITECTURE
will be for this landscape to enhance the existing and expand in layers towards the Hotel
structure. A Preliminary Landscape Plan has been prepared and submitted with this AR
Application.
The new pedestrian network around the Hotel will be extended to the existing network along
Cooper and Germann and to the adjacent projects.
8. Utilities & Drainage
Primary infrastructure is already available to the property. Enclosed with this Narrative is a
Drainage Plan with utilities included and a Preliminary Drainage Report.
L
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TL
TL
C
C
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W
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W
W
CO
CO
W W
W W
BF
BF
PROPOSED WOODSPRING SUITES HOTEL
PREPARED FOR: B. G. EDGE, LLC
S. COOPER ROAD & YEAGER DRIVE, CHANDLER, AZ
CONCEPTUAL SITE PLAN
THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF GILMORE PLANNING & LANDSCAPE ARCHITECTURE. THIS DRAWING MAY NOT BE REPRODUCED OR ANY REPRODUCTION HEREOF USED, WITHOUT THEIR WRITTEN PERMISSION. c COPYRIGHT 2021
DATE: 07.01.21
SCALE: 1" = 20'
GPLA JOB# 21019
0'
20'
10'
40'
60'
NORTH
GILMORE
PLANNING & LANDSCAPE ARCHITECTURE
2211 N. 7th Street
Phoenix, Az 85006
T 602.266.5622
www.getgilmore.com
COOPER ROAD
GERMANN ROAD
82'
59'
90'
127'
129'
65'
ROW
75'
ROW
75'
ROW
EX. FIRE HYDRANT
EX. FIRE HYDRANT
30' BUILDING
SETBACK
10' BUILDING
SETBACK
10' BUILDING SETBACK
10' BUILDING
SETBACK
10'-8"
30' BUILDING SETBACK
LANDSCAPE
MONUMENT
EASEMENT
LANDSCAPE
MONUMENT
EASEMENT
LANDSCAPE
MONUMENT
EASEMENT
8' PUE
35' / 55' FIRE TRUCK
TURNING RADIUS (TYP)
PEDESTRIAN
PATH (TYP)
PROPOSED
WOODSPRING
SUITES HOTEL
19'
(TYP)
5' (TYP)
19'
(TYP)
5' (TYP)
CROSS ACCESS
AREA
REFUSE ENCLOSURE
PER C.O.C. DETAIL C-113
EX. RETAINING/ SCREEN WALL
ON ADJACENT PROPERTY
3' CMU SCREEN WALL
3' CMU SCREEN WALL
3' CMU SCREEN WALL
3' CMU SCREEN WALL
TYPICAL ADA PARKING STALL DETAIL
SCALE: 1" = 10'
11'
17'
19'
2' OVERHANG
5' CLEAR A.D.A.
PEDESTRAIN PATH
BUILDING
5'
11'
L
L
L
L
L
L
L
E
E
E
E
BF
BF
BF
BF
W
W
W
W
C
C
C
C
EE
EE
EE
EE
EE
EE
TL
TL
C
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W
W
L
TL
CO
CO
W W
W W
BF
BF
CONCEPT SITE PLAN - LOT 8
WOODSPRING SUITES HOTEL & FUTURE DEVELOPMENT
PREPARED FOR: B. G. EDGE, LLC
S. COOPER ROAD & GERMANN ROAD, CHANDLER, AZ
CONCEPTUAL SITE PLAN
THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF GILMORE PLANNING & LANDSCAPE ARCHITECTURE. THIS DRAWING MAY NOT BE REPRODUCED OR ANY REPRODUCTION HEREOF USED, WITHOUT THEIR WRITTEN PERMISSION. c COPYRIGHT 2021
DATE: 07.01.21
SCALE: 1" = 30'
GPLA JOB# 21019
0'
30'
15'
60'
90'
NORTH
GILMORE
PLANNING & LANDSCAPE ARCHITECTURE
2211 N. 7th Street
Phoenix, Az 85006
T 602.266.5622
www.getgilmore.com
YEAGER DRIVE
COOPER ROAD
GERMANN ROAD
SITE DATA
WOODSPRINGS SUITES (SOUTH PARCEL)
NET AREA: ±119,038 SF / 2.73 AC
DEVELOPABLE AREA / NET AREA MINUS
LANDSCAPE EASEMENT: ±92,287 SF / 2.12 AC
PARKING PROVIDED: 123 STALLS
FUTURE DEVELOPMENT PARCEL (NORTH PARCEL)
NET AREA: ±116,063 SF / 2.66 AC
DEVELOPABLE AREA / NET AREA MINUS
LANDSCAPE EASEMENT: ±108,392 SF / 2.49 AC
PARKING PROVIDED: 99 STALLS
75' ROW
75' ROW
40'
ROW
30' SETBACK
30' SETBACK
10' SETBACK
10' SETBACK
10' SETBACK
82'
59'
90'
127'
129'
65'
ROW
75'
ROW
75'
ROW
EX. FIRE HYDRANT
EX. FIRE HYDRANT
LANDSCAPE
MONUMENT
EASEMENT
LANDSCAPE
MONUMENT
EASEMENT
LANDSCAPE
MONUMENT
EASEMENT
8' PUE
35' / 55' FIRE
TRUCK TURNING
RADIUS (TYP)
LANDSCAPE
MONUMENT
EASEMENT
LANDSCAPE
MONUMENT
EASEMENT
5'
56'
103'
70'
133'
PEDESTRIAN
PATH (TYP)
PROPOSED
WOODSPRING
SUITES HOTEL
FUTURE DEVELOPMENT
CROSS
ACCESS
AREA
REFUSE ENCLOSURE
EX. RETAINING/ SCREEN WALL
ON ADJACENT PROPERTY
3' CMU SCREEN WALL
3' CMU SCREEN WALL
3' CMU SCREEN WALL
MANUFACTURED STONE 4.01 A
ELDORADO STONE
MANUFACTURED STONE 4.01 B
ELDORADO STONE
METAL PANEL 7.04
METAL PANEL 7.02
KEYNOTE LEGEND
1.01
SIGNAGE BY OWNER; UNDER SEPARATE PERMIT
5.01
NOT USED
6.01
CEMENT BOARD TRIM: 5/4 4"
6.02
MANUFACTURED STONE CAP
6.03
NOT USED
6.06
NOT USED
7.02
FLAT SEAM METAL PANEL - METALLIC FINISH
7.04
CORRUGATED METAL PANEL - FINISH TO MATCH MECHANICAL LOUVERS
7.05
MEMBRANE ROOF
7.06
78" STUCCO OVER METAL LATH
8.03
SLIDING WINDOW, TYP.: SEE SPECS
15.01
THRU-WALL HVAC UNIT
15.04
MECHANICAL LOUVERS: REF MECH. DWGS. MILL ALUMINUM FINISH
16.01
LIGHT WALL PACK, MOUNT 35'-0" TO CENTER OF FIXTURE, REF ELEC. DWGS.
B
COLOR:
NOT USED
C
COLOR: "GAUNTLET GRAY" SW#7019
D
COLOR: "CHRYSANTHEMUM SW#6347
7.01
NOT USED
A
COLOR: "POPULAR GRAY " SW#6071
7.03
PRE-FINISHED METAL COPING
4.01
MANUFACTURED STONE VENEER: SEE MATERIALS BOARD
COLOR SCHEDULE
8.02
HOLLOW METAL DOOR
16.02
CANOPY W/ FLAT SEAM METAL PANEL FASCIA AND SOFFIT
BUILDING GENERAL NOTES:
1.
**ALUMINUM LOUVER - COLOR TO MATCH ADJACENT WALL MATERIAL
2.
**ALL WALL MOUNTED HVAC UNITS SHALL BE FLUSH WITH THE FACADE
3.
**ALL OTHER MECHANICAL EQUIPMENT WILL BE SCREENED FULLY FROM VIEW AND SCREENING WILL BE
ARCHITECTURLALLY INTEGRATED INTO THE DESIGN.
NOTE:
This information is conceptual in nature and is subject to adjustments pending further
verification and Owner, Tenant, and Governmental Agencies approvals. No warranties
or guaranties of any kind are given or implied by the Architect or the Owner.
All layouts and uses shown are subject to change.
WOODSPRING SUITES HOTEL CHANDLER
101 ARCHITECTURE LLC 2020 ALL RIGHTS RESERVED
C
S. COOPER RD. & E. GERMANN RD. CHANDLER, AZ
DATE:
JOB #:
00.00
07/21/2021
PREPARED FOR: GENESIS CONSTRUCTION MANAGEMENT LLC
SOUTH ELEVATION
SCALE: 1/16" = 1'-0"
EL = 45'-0"
EL = 39'-6"
11'-6"
39'-3"
35'-5 5/8"
1'-2"
8'-2"
7.03C
7.06C
7.03D
16.01
7.02
7.03C
7.06D
16.01
4.01A
7.06D
7.06C
15.01
6.02
15.01
6.02
7.02
15.01
6.02
6.02
6.02
7.06A
15.01
7.06A
7.06C
16.01
7.06A
7.06A
1.01
7.03A
8.03
7.03A
7.03A
7.03C
4.01A
4.01A
4.01A
16.02
7.02
4.01B
4.01A
4.01A
6.02
7.06C
EL = 45'-0"
METAL AWNING
7.04
16.02
16.02
EAST ELEVATION
SCALE: 1/16" = 1'-0"
KEYNOTE LEGEND
1.01
SIGNAGE BY OWNER; UNDER SEPARATE PERMIT
5.01
NOT USED
6.01
CEMENT BOARD TRIM: 5/4 4"
6.02
MANUFACTURED STONE CAP
6.03
NOT USED
6.06
NOT USED
7.02
FLAT SEAM METAL PANEL - METALLIC FINISH
7.04
CORRUGATED METAL PANEL - FINISH TO MATCH MECHANICAL LOUVERS
7.05
MEMBRANE ROOF
7.06
7 8" STUCCO OVER METAL LATH
8.03
SLIDING WINDOW, TYP.: SEE SPECS
15.01
THRU-WALL HVAC UNIT
15.04
MECHANICAL LOUVERS: REF MECH. DWGS. MILL ALUMINUM FINISH
16.01
LIGHT WALL PACK, MOUNT 35'-0" TO CENTER OF FIXTURE, REF ELEC. DWGS.
B
COLOR:
NOT USED
C
COLOR: "GAUNTLET GRAY" SW#7019
D
COLOR: "CHRYSANTHEMUM SW#6347
7.01
NOT USED
A
COLOR: "POPULAR GRAY " SW#6071
7.03
PRE-FINISHED METAL COPING
4.01
MANUFACTURED STONE VENEER: SEE MATERIALS BOARD
COLOR SCHEDULE
8.02
HOLLOW METAL DOOR
EL = 45'-0"
EL = 39-3"
16.02
CANOPY W/ FLAT SEAM METAL PANEL FASCIA AND SOFFIT
5'-9"
11'-6"
14'-3 3/8"
16.01
16.02
6.02
7.06D
7.06C
15.01
7.05
1.01
7.06A
7.03D
8.03
7.02
4.01B
4.01A
8.02A
BUILDING GENERAL NOTES:
1.
**ALUMINUM LOUVER - COLOR TO MATCH ADJACENT WALL MATERIAL
2.
**ALL WALL MOUNTED HVAC UNITS SHALL BE FLUSH WITH THE FACADE
3.
**ALL OTHER MECHANICAL EQUIPMENT WILL BE SCREENED FULLY FROM VIEW AND SCREENING WILL BE
ARCHITECTURLALLY INTEGRATED INTO THE DESIGN.
16.02
NOTE:
This information is conceptual in nature and is subject to adjustments pending further
verification and Owner, Tenant, and Governmental Agencies approvals. No warranties
or guaranties of any kind are given or implied by the Architect or the Owner.
All layouts and uses shown are subject to change.
WOODSPRING SUITES HOTEL CHANDLER
101 ARCHITECTURE LLC 2020 ALL RIGHTS RESERVED
C
S. COOPER RD. & E. GERMANN RD. CHANDLER, AZ
DATE:
JOB #:
00.00
07/21/2021
PREPARED FOR: GENESIS CONSTRUCTION MANAGEMENT LLC
NORTH ELEVATION
SCALE: 1/16" = 1'-0"
7.05
EL = 45'-0"
EL = 39'-6"
35'-5 5/8"
8'-2"
8'-2"
7.02
7.05
7.03C
7.03A
16.01
7.06D
7.02
7.06A
15.01
7.06C
15.01
4.01A
6.02
7.06C
15.01
15.01
6.02
6.02
7.06D
7.06D
6.02
7.03A
1.01
16.01
7.03C
8.03
16.01
7.06C
7.03D
4.01A
4.01A
7.02
8.02A
4.01
15.04
8.02D
4.01A
7.03D
7.03A METAL AWNING
7.04
7.06A
7.04
KEYNOTE LEGEND
1.01
SIGNAGE BY OWNER; UNDER SEPARATE PERMIT
5.01
NOT USED
6.01
CEMENT BOARD TRIM: 5/4 4"
6.02
MANUFACTURED STONE CAP
6.03
NOT USED
6.06
NOT USED
7.02
FLAT SEAM METAL PANEL - METALLIC FINISH
7.04
CORRUGATED METAL PANEL - FINISH TO MATCH MECHANICAL LOUVERS
7.05
MEMBRANE ROOF
7.06
78" STUCCO OVER METAL LATH
8.03
SLIDING WINDOW, TYP.: SEE SPECS
15.01
THRU-WALL HVAC UNIT
15.04
MECHANICAL LOUVERS: REF MECH. DWGS. MILL ALUMINUM FINISH
16.01
LIGHT WALL PACK, MOUNT 35'-0" TO CENTER OF FIXTURE, REF ELEC. DWGS.
B
COLOR:
NOT USED
C
COLOR: "GAUNTLET GRAY" SW#7019
D
COLOR: "CHRYSANTHEMUM SW#6347
7.01
NOT USED
A
COLOR: "POPULAR GRAY " SW#6071
7.03
PRE-FINISHED METAL COPING
4.01
MANUFACTURED STONE VENEER: SEE MATERIALS BOARD
COLOR SCHEDULE
8.02
HOLLOW METAL DOOR
16.02
CANOPY W/ FLAT SEAM METAL PANEL FASCIA AND SOFFIT
BUILDING GENERAL NOTES:
1.
**ALUMINUM LOUVER - COLOR TO MATCH ADJACENT WALL MATERIAL
2.
**ALL WALL MOUNTED HVAC UNITS SHALL BE FLUSH WITH THE FACADE
3.
**ALL OTHER MECHANICAL EQUIPMENT WILL BE SCREENED FULLY FROM VIEW AND SCREENING WILL BE
ARCHITECTURLALLY INTEGRATED INTO THE DESIGN.
WEST ELEVATION
SCALE: 1/16" = 1'-0"
EL = 45'-0"
7.03D
8.03
7.06D
7.06C
15.01
4.01A
7.06C
16.02
16.02
7.05
1.01
7.06A
15.04
8.02A
4.01A
7.02
6.02
NOTE:
This information is conceptual in nature and is subject to adjustments pending further
verification and Owner, Tenant, and Governmental Agencies approvals. No warranties
or guaranties of any kind are given or implied by the Architect or the Owner.
All layouts and uses shown are subject to change.
WOODSPRING SUITES HOTEL CHANDLER
101 ARCHITECTURE LLC 2020 ALL RIGHTS RESERVED
C
S. COOPER RD. & E. GERMANN RD. CHANDLER, AZ
DATE:
JOB #:
00.00
07/21/2021
PREPARED FOR: GENESIS CONSTRUCTION MANAGEMENT LLC
PERSPECTIVE NORTH ELEVATION
PERSPECTIVE SOUTH ELEVATION
NOTE:
This information is conceptual in nature and is subject to adjustments pending further
verification and Owner, Tenant, and Governmental Agencies approvals. No warranties
or guaranties of any kind are given or implied by the Architect or the Owner.
All layouts and uses shown are subject to change.
WOODSPRING SUITES HOTEL CHANDLER
101 ARCHITECTURE LLC 2020 ALL RIGHTS RESERVED
C
S. COOPER RD. & E. GERMANN RD. CHANDLER, AZ
DATE:
JOB #:
00.00
07/21/2021
PREPARED FOR: GENESIS CONSTRUCTION MANAGEMENT LLC
EL = 45'-0"
EL = 39'-6"
11'-6"
39'-3"
35'-5 5/8"
1'-2"
8'-2"
7.03C
7.06C
7.03D
16.01
7.02
7.03C
7.06D
16.01
4.01A
7.06D
7.06C
15.01
6.02
15.01
6.02
7.02
15.01
6.02
6.02
6.02
7.06A
15.01
7.06A
7.06C
16.01
7.06A
7.06A
1.01
7.03A
8.03
7.03A
7.03A
7.03C
4.01A
4.01A
4.01A
16.02
7.02
4.01B
4.01A
4.01A
6.02
7.06C
EL = 45'-0"
METAL AWNING
7.04
16.02
16.02
SOUTH ELEVATION
SCALE: 1/16" = 1'-0"
4.01A
EL = 45'-0"
EL = 39-3"
5'-9"
11'-6"
14'-3 3/8"
16.01
16.02
6.02
7.06D
7.06C
15.01
7.05
1.01
7.06A
7.03D
8.03
7.02
4.01B
4.01A
8.02A
16.02
EAST ELEVATION
SCALE: 1/16" = 1'-0"
KEYNOTE LEGEND
1.01
SIGNAGE BY OWNER; UNDER SEPARATE PERMIT
5.01
NOT USED
6.01
CEMENT BOARD TRIM: 5/4 4"
6.02
MANUFACTURED STONE CAP
6.03
NOT USED
6.06
NOT USED
7.02
FLAT SEAM METAL PANEL - METALLIC FINISH
7.04
CORRUGATED METAL PANEL - FINISH TO MATCH MECHANICAL LOUVERS
7.05
MEMBRANE ROOF
7.06
7 8" STUCCO OVER METAL LATH
8.03
SLIDING WINDOW, TYP.: SEE SPECS
15.01
THRU-WALL HVAC UNIT
15.04
MECHANICAL LOUVERS: REF MECH. DWGS. MILL ALUMINUM FINISH
16.01
LIGHT WALL PACK, MOUNT 35'-0" TO CENTER OF FIXTURE, REF ELEC. DWGS.
B
COLOR:
NOT USED
C
COLOR: "GAUNTLET GRAY" SW#7019
D
COLOR: "CHRYSANTHEMUM SW#6347
7.01
NOT USED
A
COLOR: "POPULAR GRAY " SW#6071
7.03
PRE-FINISHED METAL COPING
4.01
MANUFACTURED STONE VENEER: SEE MATERIALS BOARD
COLOR SCHEDULE
8.02
HOLLOW METAL DOOR
16.02
CANOPY W/ FLAT SEAM METAL PANEL FASCIA AND SOFFIT
BUILDING GENERAL NOTES:
1.
**ALUMINUM LOUVER - COLOR TO MATCH ADJACENT WALL MATERIAL
2.
**ALL WALL MOUNTED HVAC UNITS SHALL BE FLUSH WITH THE FACADE
3.
**ALL OTHER MECHANICAL EQUIPMENT WILL BE SCREENED FULLY FROM VIEW AND SCREENING WILL BE
ARCHITECTURLALLY INTEGRATED INTO THE DESIGN.
NOTE:
This information is conceptual in nature and is subject to adjustments pending further
verification and Owner, Tenant, and Governmental Agencies approvals. No warranties
or guaranties of any kind are given or implied by the Architect or the Owner.
All layouts and uses shown are subject to change.
WOODSPRING SUITES HOTEL CHANDLER
101 ARCHITECTURE LLC 2020 ALL RIGHTS RESERVED
C
S. COOPER RD. & E. GERMANN RD. CHANDLER, AZ
DATE:
JOB #:
00.00
07/21/2021
PREPARED FOR: GENESIS CONSTRUCTION MANAGEMENT LLC
NORTH ELEVATION
SCALE: 1/16" = 1'-0"
7.05
EL = 45'-0"
EL = 39'-6"
35'-5 5/8"
8'-2"
8'-2"
7.02
7.05
7.03C
7.03A
16.01
7.06D
7.02
7.06A
15.01
7.06C
15.01
4.01A
6.02
7.06C
15.01
15.01
6.02
6.02
7.06D
7.06D
6.02
7.03A
1.01
16.01
7.03C
8.03
16.01
7.06C
7.03D
4.01A
4.01A
7.02
8.02A
4.01
15.04
8.02D
4.01A
7.03D
7.03A METAL AWNING
7.04
7.06A
7.04
SCALE: 1/16" = 1'-0"
KEYNOTE LEGEND
1.01
SIGNAGE BY OWNER; UNDER SEPARATE PERMIT
5.01
NOT USED
6.01
CEMENT BOARD TRIM: 5/4 4"
6.02
MANUFACTURED STONE CAP
6.03
NOT USED
6.06
NOT USED
7.02
FLAT SEAM METAL PANEL - METALLIC FINISH
7.04
CORRUGATED METAL PANEL - FINISH TO MATCH MECHANICAL LOUVERS
7.05
MEMBRANE ROOF
7.06
78" STUCCO OVER METAL LATH
8.03
SLIDING WINDOW, TYP.: SEE SPECS
15.01
THRU-WALL HVAC UNIT
15.04
MECHANICAL LOUVERS: REF MECH. DWGS. MILL ALUMINUM FINISH
16.01
LIGHT WALL PACK, MOUNT 35'-0" TO CENTER OF FIXTURE, REF ELEC. DWGS.
B
COLOR:
NOT USED
C
COLOR: "GAUNTLET GRAY" SW#7019
D
COLOR: "CHRYSANTHEMUM SW#6347
7.01
NOT USED
A
COLOR: "POPULAR GRAY " SW#6071
7.03
PRE-FINISHED METAL COPING
4.01
MANUFACTURED STONE VENEER: SEE MATERIALS BOARD
COLOR SCHEDULE
8.02
HOLLOW METAL DOOR
16.02
CANOPY W/ FLAT SEAM METAL PANEL FASCIA AND SOFFIT
BUILDING GENERAL NOTES:
1.
**ALUMINUM LOUVER - COLOR TO MATCH ADJACENT WALL MATERIAL
2.
**ALL WALL MOUNTED HVAC UNITS SHALL BE FLUSH WITH THE FACADE
3.
**ALL OTHER MECHANICAL EQUIPMENT WILL BE SCREENED FULLY FROM VIEW AND SCREENING WILL BE
ARCHITECTURLALLY INTEGRATED INTO THE DESIGN.
EL = 45'-0"
7.03D
8.03
7.06D
7.06C
15.01
4.01A
7.06C
16.02
16.02
7.05
1.01
7.06A
15.04
8.02A
4.01A
7.02
6.02
WEST ELEVATION
SCALE: 1/16" = 1'-0"
NOTE:
This information is conceptual in nature and is subject to adjustments pending further
verification and Owner, Tenant, and Governmental Agencies approvals. No warranties
or guaranties of any kind are given or implied by the Architect or the Owner.
All layouts and uses shown are subject to change.
WOODSPRING SUITES HOTEL CHANDLER
101 ARCHITECTURE LLC 2020 ALL RIGHTS RESERVED
C
S. COOPER RD. & E. GERMANN RD. CHANDLER, AZ
DATE:
JOB #:
00.00
07/21/2021
PREPARED FOR: GENESIS CONSTRUCTION MANAGEMENT LLC
FLOOR PLAN - LEVEL 1
SCALE: 1/16" = 1'-0"
1
2
3
4
5
6
7
8
9
11
12
13
14
15
16
17
18
19
9'-10"
13'-9 3/4"
13'-6"
13'-6"
13'-6"
13'-6"
13'-6"
13'-6"
30'-8 1/2"
13'-6"
13'-6"
13'-6"
13'-6"
13'-6"
13'-6"
13'-6"
13'-9 3/4"
QUEEN
SUITE
133
QUEEN
SUITE
131
QUEEN
SUITE
132
QUEEN
SUITE
130
QUEEN
SUITE
128
DOUBLE
QUEEN
SUITE
126
DOUBLE
QUEEN
SUITE
124
DOUBLE
QUEEN
SUITE
114
DOUBLE
QUEEN
SUITE
112
QUEEN
SUITE
110
QUEEN
SUITE
108
QUEEN
SUITE
106
QUEEN
SUITE
104
ACC.
QUEEN
SUITE
121
ACC.
QUEEN
SUITE
123
DOUBLE
QUEEN
SUITE
125
QUEEN
SUITE
127
QUEEN
SUITE
129
10'-0 1/8"
53'-9 7/8"
40'-6"
44'-10"
27'-0"
53'-9 7/8"
10'-0 1/8"
3'-8"
DOUBLE
QUEEN
SUITE
122
QUEEN
SUITE
102
10
9.8
243'-8"
FITNESS
147
HALL /
VENDING
136
STORAGE
144
RESTROOM
139
QUEEN
SUITE
103
QUEEN
SUITE
105
QUEEN
SUITE
109
DOUBLE
QUEEN
SUITE
111
DOUBLE
QUEEN
SUITE
113
STAFF
LAUNDRY
143
STAIRS
152
STORAGE
154
QUEEN
SUITE
107
17'-3 5/8"
6'-6 1/2"
10'-3 1/8"
10'-1 1/4"
B
C
A
D
E
F
G
152A
CORRIDOR
100
CORRIDOR
100
CORRIDOR
100
150A
STAIRS
150
H
A.0
O.F.S.
1 5/8"
O.F.S.
3 3/4"
3 3/4" O.F.S.
3 3/4" O.F.S.
2 1/8" O.F.S.
11'-5 3/4"
2'-4"
5'-8"
7'-10"
7'-10"
5'-8"
5'-8"
7'-10"
7'-10"
5'-8"
5'-8"
7'-10"
7'-10"
5'-8"
13'-6"
3'-8 1/2"
13'-6"
13'-6"
5'-8"
7'-10"
7'-10"
5'-8"
5'-8"
7'-10"
7'-10"
5'-8"
5'-8"
7'-10"
7'-10"
5'-8"
5'-8"
8'-1 3/4"
O.F.S.
3 3/4"
3 3/4" O.F.S
8'-1 3/4"
5'-8"
5'-8"
7'-10"
7'-10"
5'-8"
5'-8"
7'-10"
7'-10"
5'-8"
5'-8"
7'-10"
7'-10"
5'-8"
8'-6" 1'-6"
4'-0"
17'-10 3/8"
8'-1 3/8"
2'-9 1/4"
17'-7"
4'-0"
1'-6"
20'-4 1/4"
2'-0" O.F.S.
17'-10 5/8"
2'-5 3/4"
AHU
142B
13'-9 3/4"
13'-6"
13'-6"
13'-6"
13'-6"
13'-6"
13'-6"
13'-6"
13'-6"
13'-6"
13'-6"
13'-6"
13'-6"
10'-1 3/4"
5'-7 1/2"
AHU
137B
LOBBY
146
DRYER
141
TRAINING
137
VESTIBULE
135
REGISTRATION
148
135A
136
144
145A
140
13'-6"
7'-10"
5'-8"
5'-8"
7'-10"
7'-10"
5'-8"
5'-8"
7'-10"
7'-10"
5'-8"
10'-6 7/8"
34'-3 1/8"
63'-10"
40'-6"
44'-10"
27'-0"
67'-6"
28'-3"
20'-1"
48'-4"
MECHANICAL
ROOM
140
ELECTRICAL
ROOM
145
6'-1"
P1
12'-8"
4'-4"
1'-9 3/8"
20'-9 3/8"
20'-9 3/8"
EQ
EQ
EQ
EQ
NOTE:
This information is conceptual in nature and is subject to adjustments pending further
verification and Owner, Tenant, and Governmental Agencies approvals. No warranties
or guaranties of any kind are given or implied by the Architect or the Owner.
All layouts and uses shown are subject to change.
WOODSPRING SUITES HOTEL CHANDLER
101 ARCHITECTURE LLC 2020 ALL RIGHTS RESERVED
C
S. COOPER RD. & E. GERMANN RD. CHANDLER, AZ
DATE:
JOB #:
00.00
07/21/2021
PREPARED FOR: GENESIS CONSTRUCTION MANAGEMENT LLC
1
2
3
4
5
6
7
8
9
11
12
13
14
15
16
17
18
19
9'-10"
13'-9 3/4"
13'-6"
13'-6"
13'-6"
13'-6"
13'-6"
13'-6"
17'-2 1/2"
13'-6"
13'-6"
13'-6"
13'-6"
13'-6"
13'-6"
13'-6"
13'-6"
13'-9 3/4"
9'-10"
13'-9 3/4"
13'-6"
13'-6"
13'-6"
13'-6"
13'-6"
13'-6"
13'-6"
17'-2 1/2"
13'-6"
13'-6"
13'-6"
13'-6"
13'-6"
13'-6"
13'-6"
10'-1 3/4"
3'-8"
QUEEN
SUITE
203
QUEEN
SUITE
205
QUEEN
SUITE
207
QUEEN
SUITE
209
DOUBLE
QUEEN
SUITE
211
DOUBLE
QUEEN
SUITE
213
ACC.
QUEEN
SUITE
215
ACC.
DOUBLE
QUEEN
SUITE
217
DOUBLE
QUEEN
SUITE
221
DOUBLE
QUEEN
SUITE
223
DOUBLE
QUEEN
SUITE
225
QUEEN
SUITE
227
QUEEN
SUITE
229
QUEEN
SUITE
231
QUEEN
SUITE
233
QUEEN
SUITE
202
QUEEN
SUITE
232
QUEEN
SUITE
230
QUEEN
SUITE
228
DOUBLE
QUEEN
SUITE
226
DOUBLE
QUEEN
SUITE
224
DOUBLE
QUEEN
SUITE
222
QUEEN
SUITE
210
QUEEN
SUITE
208
QUEEN
SUITE
206
QUEEN
SUITE
204
10
9.8
DELUXE
KING
216
HALL
236
UTILITY
ROOM
240
DELUXE
KING
218
QUEEN
SUITE
234
7'-10"
5'-8"
5'-8"
7'-10"
7'-10"
5'-8"
5'-8"
4'-4"
7'-2 1/2"
4'-10 3/4"
8'-7 1/4"
7'-10"
5'-8"
5'-8"
7'-10"
7'-10"
5'-8"
CORRIDOR
200
DOUBLE
QUEEN
SUITE
214
DOUBLE
QUEEN
SUITE
212
STAIRS
252
STAIRS
250
DELUXE
KING
219
6
A3.3
6
A3.3
8'-1 3/4"
5'-8"
5'-8"
7'-10"
7'-10"
5'-8"
5'-8"
7'-10"
7'-10"
5'-8"
5'-8"
7'-10"
7'-10"
5'-8"
5'-8"
7'-10"
8'-7 1/4"
8'-7 1/4"
7'-10"
5'-8"
5'-8"
7'-10"
7'-10"
5'-8"
5'-8"
7'-10"
7'-10"
5'-8"
5'-8"
7'-10"
7'-10"
5'-8"
5'-8"
7'-10"
7'-10"
5'-8"
5'-8"
7'-10"
7'-10"
5'-8"
5'-8"
8'-1 3/4"
8'-1 3/4"
5'-8"
5'-8"
7'-10"
7'-10"
5'-8"
5'-8"
7'-10"
B
C
A
D
E
F
G
EQ
EQ
1'-6"
H
1'-6"
4'-0"
20'-4 1/4"
5'-7 1/2"
20'-4 1/4"
4'-0"
O.F.S.
1 5/8"
48'-4"
O.F.S.
2 1/8"
O.F.S.
3 3/4"
O.F.S.
3 3/4"
O.F.S.
3 3/4"
O.F.S.
3 3/4"
EQ
EQ
-
REF 3 A9.1
FLOOR PLAN - TYP. UPPER LEVELS
SCALE: 1/16" = 1'-0"
NOTE:
This information is conceptual in nature and is subject to adjustments pending further
verification and Owner, Tenant, and Governmental Agencies approvals. No warranties
or guaranties of any kind are given or implied by the Architect or the Owner.
All layouts and uses shown are subject to change.
WOODSPRING SUITES HOTEL CHANDLER
101 ARCHITECTURE LLC 2020 ALL RIGHTS RESERVED
C
S. COOPER RD. & E. GERMANN RD. CHANDLER, AZ
DATE:
JOB #:
00.00
07/21/2021
PREPARED FOR: GENESIS CONSTRUCTION MANAGEMENT LLC
ROOF PLAN
SCALE: 1/16" = 1'-0"
DOWNSPOUT
TPO ROOF
MEMBRANE
RIDGE
GENERAL NOTE:
1. REF SPECIFICATIONS FOR ALL.
2. ALL SOFFIT MATERIAL TO BE PAINTED TO MATCH ADJACENT TRIM COLOR
3. VERIFY ROOF SLOPE WITH STRUCTURAL.
4. ALL FLASHING, METAL FASCIA TO BE PREFINISHED TO MATCH ADJACENT TRIM COLOR
TPO ROOF
MEMBRANE
TPO ROOF
MEMBRANE
TAPERED
INSULATION
1/4:12 MIN
1/4:12 MIN
GUTTER AND
DOWNSPOUT
MEMBRANE ROOFING
MEMBRANE ROOFING
GUTTER AND
DOWNSPOUT
TAPERED ROOF
INSULATION
ROOF DRAIN
GUTTER AND
DOWNSPOUT
(RD) ROOF DRAINS
(OD) OVERFLOW DRAINS
OD
RD
OD
RD
OD
RD
OD
RD
TAPERED ROOF
INSULATION
ELEVATOR OVER RUN
TAPERED
INSULATION
TAPERED
INSULATION
CANOPY BEYOND
CANOPY BEYOND
NOTE:
This information is conceptual in nature and is subject to adjustments pending further
verification and Owner, Tenant, and Governmental Agencies approvals. No warranties
or guaranties of any kind are given or implied by the Architect or the Owner.
All layouts and uses shown are subject to change.
WOODSPRING SUITES HOTEL CHANDLER
101 ARCHITECTURE LLC 2020 ALL RIGHTS RESERVED
C
S. COOPER RD. & E. GERMANN RD. CHANDLER, AZ
DATE:
JOB #:
00.00
07/21/2021
PREPARED FOR: GENESIS CONSTRUCTION MANAGEMENT LLC
DATE
NO.
REVISION
OF
4450 north 12th street
suite 228
phoenix, arizona 85014
p: 623.282.2498
e: jphunt@cypresscivil.com
3
SHEET NUMBER
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
PRELIMINARY IMPROVEMENT PLAN for
WOODSPRING - COOPER GERMANN
NEC COOPER ROAD AND GERMANN ROAD CHANDLER, ARIZONA
R
e
g
is
t
e
r
e
d
P
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f
e
s
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n
g
in
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(
C
iv
i
l)
53640
JEFFREY P.
HUNT
C
E
R
T
I
F
I
C
A
T
E
N
O
.
D
a
t
e
S
i
g
n
e
d
.
.
A
R
I
Z
O
N
A
,
U
.
S
.
A
.
06
28
20
21
DRAWN:
DESIGNED:
CHECKED:
DATE:
JOB NO:
PT
JH
JH
06-28-2021
21.038
THESE PLANS ARE PRELIMINARY AND ARE NOT FOR CONSTRUCTION OR RECORDING
1
cover
PRELIMINARY IMPROVEMENT PLAN for
WOODSPRING SUITES - COOPER AND GERMANN
NEC COOPER ROAD & GERMANN ROAD CHANDLER, ARIZONA
A PORTION NORTHWEST QUARTER OF SECTION 1, TOWNSHIP 2 SOUTH, RANGE 5 EAST OF THE
GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA
OWNER/DEVELOPER
GENESIS COMPANIES
4420 MADISON AVENUE, SUITE 104
CHANDLER, ARIZONA 85286
PH: 816-756-2331
ATTN: OMID SHAHBAZIAN
CIVIL ENGINEER
CYPRESS CIVIL DEVELOPMENT
4450 NORTH 12TH STREET, #228
PHOENIX, ARIZONA 85014
PH: 623-282-2498
ATTN: JEFF HUNT, PE
ARCHITECT
101 ARCHITECTURE
8400 EAST CRESCENT PARKWAY, #160
GREENWOOD VILLAGE, COLORADO 80111
PH: 720-881-1600
ATTN: FRANK MALEK, AIA
SHEET INDEX
1. COVER SHEET
2. GRADING AND DRAINAGE PLAN
3. ONSITE UTILITY PLAN
UTILITIES
WATER:
CITY OF CHANDLER
SEWER:
CITY OF CHANDLER
ELECTRIC:
SALT RIVER PROJECT
GAS:
SOUTHWEST GAS
TELEPHONE:
CENTURYLINK
CABLE:
COX COMMUNICATIONS
DRAINAGE STATEMENT
-SITE IS IN A SPECIAL FLOOD HAZARD AREA - NO
-OFFSITE FLOWS AFFECT THIS SITE - YES, 1/2 STREET RIGHT-OF-WAY COOPER ROAD
AND 1/2 STREET RIGHT-OF-WAY GERMANN ROAD
-RETENTION PROVIDED IS 100-YR, 2-HR
-EXTREME STORM OUTFALLS THE SITE AT THE SOUTHEAST DRIVEWAY ENTRANCE AT
THE ELEVATION OF 1239.00
FLOODPLAIN INFORMATION
ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD
INSURANCE RATE MAP PANEL NUMBER 04013C2743m, DATED OCTOBER 16, 2013
THE PARCEL IS LOCATED IN THE ZONE X (SHADED) AREA, WHICH IS DEFINED AS
AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD
WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS
THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL
CHANCE FLOOD.
SURVEY NOTES
1. THE SURVEY FOR THIS PROJECT WAS PERFORMED BY:
SUPERIOR SURVEYING SERVICES, INC.
2122 WEST LONE CACTUS DRIVE, SUITE 11
PHOENIX, ARIZONA 85027
PH: 623-869-0223
CONTACT: DAVID S. KLEIN, R.L.S.
2. THE BASIS OF BEARINGS FOR THIS PROJECT IS THE MONUMENT LINE OF COOPER
ROAD, ALSO BEING THE WEST LINE OF SOUTHWEST QUARTER OF SECTION 1,
USING A BEARING OF NORTH 00°20'14" WEST PER THE FINAL PLAT FOR
"CHANDLER AIRPORT CENTER PHASE I" BOOK 858 OF MAPS, PAGE 9 RECORDS OF
MARICOPA COUNTY, ARIZONA.
3. THE BASIS OF ELEVATION FOR THIS PROJECT IS THE CITY OF CHANDLER
BENCHMARK 41A, BEING MARKED BY A 3" CITY OF CHANDLER BRASS CAP FLUSH,
LOCATED AT POINT OF CURVATURE ON STEARMAN DRIVE, 300' SOUTH OF
GERMANN ROAD AND 1000' WEST OF GILBERT ROAD, HAVING AN ELEVATION OF
1249.40 FEET, (NAVD88).
LOT 8, CHANDLER AIRPORT CENTER-PHASE 1, ACCORDING TO THE PLAT RECORDED
IN BOOK 858 OF MAPS, PAGE 9, RECORDS OF MARICOPA COUNTY, ARIZONA.
LEGAL DESCRIPTION
PROJECT DESCRIPTION:
THE PROJECT CONSISTS OF THE CONSTRUCTION OF A NEW MULTI-STORY HOTEL
BUILDING WITH ALL REQUIRED GRADING & DRAINAGE, UTILITY AND PAVING
IMPROVEMENTS.
ADDRESS:
NEC COOPER ROAD AND GERMANN ROAD
CHANDLER, ARIZONA 85286
APN: 303-31-222
ZONING:
PAD
SITE AREA: 235,102 SF (5.40 AC)
PROJECT INFORMATION
DRYWELL CALCULATIONS
BENCHMARK
PROJECT RETENTION
REQUIRED RETENTION VOLUME:
VOLUME [CF] = C x (P [IN] / 12) x AREA [SF] x 1.1
100-YR, 2-HR:
V = 0.87 x (2.20/12) x 221,360 x 1.1 = 38,770 CF
PROVIDED:
ABOVE GROUND RETENTION BASIN #1
- 220 CF
ABOVE GROUND RETENTION BASIN #2
- 2,190 CF
464 LF 120" CMP RETENTION TANK
- 36,424 CF
TOTAL PROVIDED VOLUME = 38,834 CF
TEMPORARY BASIN (DRIVEWAY ACCESS NORTH OF SITE)
100-YR, 2-HR:
V = 0.79 x (2.20/12) x 8,915 = 1,291 CF
PROVIDED:
TOTAL PROVIDED VOLUME = 1,450 CF VIA ABOVE GROUND RETENTION BASIN.
THE BENCHMARK USED FOR THIS PLAN IS THE CITY OF CHANDLER BENCHMARK 41A,
BEING MARKED BY A 3" CITY OF CHANDLER BRASS CAP FLUSH, LOCATED AT POINT
OF CURVATURE ON STEARMAN DRIVE, 300' SOUTH OF GERMANN ROAD AND 1000'
WEST OF GILBERT ROAD, HAVING AN ELEVATION OF 1249.40 FEET, (NAVD88).
TOTAL VOLUME = 32,246 CF
DRYWELL DISSIPATION RATE = 0.1 CFS PER DRYWELL PROVIDED
TIME [SEC] = VOLUME [CF] / RATE [CFS]
t = 38,834 / 0.3 = 129,447 SEC = 35.96 HOURS
PROJECT OVERVIEW
LEGEND
(99.99P)
99.99P
ROADWAY CENTERLINE
FLOW-LINE
NEW EASEMENT
EXISTING EASEMENT
NEW CONTOUR
EXISTING CONTOUR
SPOT ELEV. (NEW GRADE)
SPOT ELEV. (EXIST. GRADE)
NEW SEWER LINE
EXISTING SEWER LINE
NEW WATER LINE
EXISTING WATER LINE
NEW FIRE SERVICE
EXISTING RECLAIMED WATER LINE
NEW STORM DRAIN PIPE
EXISTING STORM DRAIN PIPE
EXISTING GAS LINE
NEW CURB
EXISTING CURB
NEW PAINT STRIPE
EXISTING PAINT STRIPE
NEW ASPHALT
NEW CONCRETE
EXISTING CONCRETE
NEW RIP RAP
NEW WALL
EXISTING WALL
EXISTING UNDERGROUND ELECTRIC
EXISTING COMMUNICATION LINE
NEW SEWER MANHOLE
EXISTING SEWER MANHOLE
NEW SEWER CLEANOUT
NEW WATER VALVE
EXISTING WATER VALVE
NEW WATER METER
NEW BACKFLOW PREVENTER
EXISTING BACKFLOW PREVENTER
EXISTING FIRE HYDRANT
NEW FIRE CONNECTION
NEW FIRE BACKFLOW PREVENTER
EXISTING WATER MANHOLE
NEW DRYWELL
EXISTING DRYWELL
EXISTING GAS VALVE
EXISTING SIGN
EXISTING SITE LIGHT
EXISTING STREET LIGHT
EXISTING ELECTRIC PULL BOX
EXISTING ELECTRICAL EQUIPMENT
EXISTING COMMUNICATION PEDESTAL
EXISTING LIGHT PULL BOX
EXISTING TRAFFIC LIGHT PULL BOX
SURVEY MONUMENT AS NOTED
W
BF
BF
W
G
EE
C
L
TL
E
RIGHT-OF-WAY
RECORDED VALUE
MEASURED VALUE
RADIUS
PAVEMENT (ASPHALT)
CONCRETE
TOP OF CURB
FINISHED GRADE
TOP OF FOOTING
GRADE BREAK
FINISHED FLOOR ELEVATION
FINISH GRADE HIGH
FINISH GRADE LOW
PUBLIC UTILITY EASEMENT
RIM
LENGTH
SLOPE
ROW
(R)
(M)
R
P
C
TC
FG
TF
GB
FFE
FGH
FGL
PUE
R:
L:
S:
GUTTER
G
EXISTING RIGHT-OF-WAY
PROJECT/NEW PROPERTY LINE
PROJECT RIGHT-OF-WAY
EXISTING COMMUNICATION PULL BOX/VAULT
C
BACK OF CURB
BC
SIDEWALK
BSW
2321
MATCH EXISTING
ME
INVERT
I:
CO
EXISTING TRAFFIC SIGNAL STRUCTURE
IN THE SW 1/4 OF THE SW 1/4 OF SECTION 1,
T. 2 S., R. 5 E., G.&S.R.M.,
CITY OF CHANDLER, MARICOPA COUNTY, ARIZONA
LOCATION MAP
NORTH
3" = 1 MILE
35 36
1
2
1
2
11 12
31
36
1 6
1 6
7
12
GERMANN
GILBERT ROAD
COOPER ROAD
SANTAN FREEWAY
PECOS ROAD
ROAD
THIS
PROJECT
SCALE: 1"=150'
GERMANN ROAD
COOPER ROAD
YEAGER DRIVE
SITE AREA
L
L
L
L
L
L
BF
BF
BF
C
C
C
EE
EE
EE
EE
EE
I
TL
TL
C
C
I
W
G
G
W
W
CO
CO
W W
W W
BF
BF
DATE
NO.
REVISION
OF
4450 north 12th street
suite 228
phoenix, arizona 85014
p: 623.282.2498
e: jphunt@cypresscivil.com
3
SHEET NUMBER
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
PRELIMINARY IMPROVEMENT PLAN for
WOODSPRING - COOPER GERMANN
NEC COOPER ROAD AND GERMANN ROAD CHANDLER, ARIZONA
R
e
g
is
t
e
r
e
d
P
r
o
f
e
s
si
o
n
al
E
n
g
in
e
e
r
(
C
iv
i
l)
53640
JEFFREY P.
HUNT
C
E
R
T
I
F
I
C
A
T
E
N
O
.
D
a
t
e
S
i
g
n
e
d
.
.
A
R
I
Z
O
N
A
,
U
.
S
.
A
.
06
28
20
21
DRAWN:
DESIGNED:
CHECKED:
DATE:
JOB NO:
PT
JH
JH
06-28-2021
21.038
THESE PLANS ARE PRELIMINARY AND ARE NOT FOR CONSTRUCTION OR RECORDING
KEYNOTES
2
grading and drainage plan
75.0' HALF ROW
8.8'± WTR
LINE TABLE
LINE
BEARING
DISTANCE
L1
N 44°49'53" E (R)
N 44°55'57" E (M)
28.20' (R)
28.25' (M)
L2
N 45°39'34" W
28.12' (R)
28.25' (M)
L3
N 05°06'39" W (R)
N 05°06'22" W (M)
10.00'
YEAGER DRIVE
WILLIS ROAD
1740.16'
COOPER ROAD
N 00°20'14" W 2642.23' (R) / 2642.19' (M) (BASIS OF BEARINGS)
806.18'
GERMANN ROAD
N 89°01'05" E 2633.57' (R) / N 89°01'22" E 2633.52' (M)
224.15'
R=1200.00'
Δ=44°56'46"
L=941.35'
N 00°58'38" W
75.00'
NEW BUILDING
FFE=1241.60
EXISTING BUILDING
FFE=1242.05
N 90°00'00" E 239.95'
N 00°19'54" W 531.43' (R) / N 01°19'37" W (M)
484.44'
46.99'
N 89°39'46" E 190.09' (R) / N 89°40'03" E (M)
N 00°24'14" W 242.70' (R) / N 00°19'57" W 242.61' (M)
N 90°00'00" E 219.96' (R) / S 89°59'43" E (M)
CURVE TABLE
CURVE
DELTA
RADIUS
ARC LENGTH
C1
04°07'44"
1125.00'
81.07'
C2
0°19'42"
1129.00'
104.99'
0'
30'
60'
15'
SCALE: 1"=30'
C.I. = 1 FOOT
L1
L2
L3
C1
C2
N 89°01'05" E 224.15' (R) / N 89°01'22" E (M)
N 00°20'14" W 745.71'
281.25'
464.46'
N 89°39'43" E
75.00'
95.85'
SOUTHWEST CORNER OF
SECTION 1, T2S, R5E
FOUND 3/4" IRON PIPE
SOUTH QUARTER CORNER
OF SECTION 1, T2S, R5E
FOUND 3" CITY OF CHANDLER
BRASS CAP FLUSH
FOUND 3" CITY OF CHANDLER
BRASS CAP FLUSH
FOUND BRASS CAP IN HANDHOLE
STAMPED "45760" (0.4' DOWN)
WEST QUARTER CORNER OF
SECTION 1, T2S, R5E
69.0' BSW
63.9' BC
40.7'± WTR
2.7'± RECW
3.7'± SWR
75.0' HALF ROW
3.4' WTR
71.6' GAS
62.5' RECW
55.9' BSW
50.0' BC
43.5' WTR
35.2' SWR
28.3' SWR
ROADWAY
CENTERLINE
ROADWAY
CENTERLINE
EXISTING 30"
WATER MAIN
EXISTING 10"
SEWER LINE
EXISTING 18"
SEWER MAIN
EXISTING 12" RECLAIMED
WATER MAIN
EXISTING 30"
WATER MAIN
EXISTING 16"
WATER MAIN
EXISTING 12" RECLAIMED
WATER MAIN
EXISTING 8' ELECTRIC
EASEMENT PER DOC.
20080670487
EXISTING 8' PUE
PER BK. 858 OF MAPS, PG. 9
EXISTING 8' PUE
PER DOC. 2004-1127915
& BK. 858 OF MAPS, PG. 9
EXISTING 8' ELECTRIC EASEMENT
PER DOC. 20071334628
EXISTING 8' ELECTRIC EASEMENT
PER DOC. 20080385686
EXISTING FIRE
HYDRANT
EXISTING FIRE
HYDRANT
LOT 5A
LOT 5A OF CHANDLER AIRPORT
CENTER PHASE 1 MLD
APN: 303-31-340
BK. 933, PG. 44, M.C.R.
(38.49TC)
(37.89G)
(37.95TC)
(37.45G)
(37.48TC)
(36.75G)
(37.72TC)
(37.22G)
(37.79TC)
(37.27G)
(36.96RIM)
(33.46INV)
(32.42TC)
(37.98G)
(38.08TC)
(37.33G)
(38.20TC)
(37.72G)
(37.92TC)
(37.85G)
(38.61TC)
(38.13G)
(38.82TC)
(38.36G)
(39.08P)
(38.95P)
(38.87P)
(38.84P)
(38.64P)
(39.36P)
(38.20P)
(37.89P)
(37.87P)
(38.09P)
(38.23P)
(40.56P)
(40.16P)
(41.61P)
(41.07P)
(40.70TC)
(40.16P)
(40.76TC)
(40.25P)
(40.22TC)
(39.74C)
39.20G
39.45G
40.00G
40.10G
41.00TC
40.50P
41.50TC
41.00P
40.80P
1.0%
(39.00TC)
(38.50P)
(40.26TC)
(40.26P)
(40.72FG)
(39.97FG)
(40.24FG)
(39.90FG)
(40.67C)
(41.04P)
40.90TC
40.40P
41.00TC
40.50P
40.90TC
40.40P
40.70TC
40.20P
40.90TC
40.40P
40.00G
41.50TC
40.50P
39.80G
40.15P
38.94TC
38.94P
38.80TC
(38.30P)
40.10P
39.00P
4.3%
G.B.
38.70G
(38.65TC)
(38.24P)
(38.84TC)
(38.48G)
38.00G
39.20P
39.10P
3.0%
38.80G
39.00P
38.30G
38.30G
1.0%
39.50P
40.30G
40.20P
38.20G
1.0%
40.40P
40.20P
40.40P
40.00P
1.0%
39.80P
39.20P
38.80P
39.40P
39.65P
1.0%
40.60G
1.0%
G.B.
G.B.
G.B.
G.B.
G.B.
G.B.
39.10G
1.0%
0.5%
0.4%
0.4%
39.55G
41.35TC
40.85P
41.00TC
40.50P
41.35TC
40.85P
41.35TC
40.85P
41.35TC
40.85P
41.00C
40.50P
41.00TC
40.50P
39.70G
2.8%
0.4%
0.5%
40.70TC
40.20P
40.70TC
40.20P
39.90G
40.20G
1.8%
0.4%
0.5%
2.9%
41.35TC
40.85P
38.50G
40.40G
1.0%
40.80P
41.50TC
41.00P
1.9%
41.00TC
40.50P
41.00TC
40.50P
3.4%
40.40P
G.B.
(35.00C)
(37.00C)
TEMPORARY RETENTION BASIN
REQ VOL=1,291 CF
PROV VOL=1,450 CF
TOP ELEV=1238.0
BOT ELEV=1237.0
100-YR HWSE=1237.8
1236
1237
1238
4:1
4:1
1237
1238
1237
1239
1239
1239
NEW RETENTION BASIN #1
PROV VOL=220 CF
TOP ELEV=1237.33
BOT ELEV=1236.0
100-YR HWSE=1236.75
NEW RETENTION BASIN #2
PROV VOL=2,190 CF
TOP ELEV=1236.75
BOT ELEV=1235.0
100-YR HWSE=1236.75
1239
1240
1238
1237
1236
1235
1237
1238
1239
1237
1236
1235
1
EXISTING ASPHALT TO REMAIN.
2
EXISTING CURB TO REMAIN.
3
EXISTING CONCRETE SIDEWALK TO REMAIN.
4
EXISTING ACCESSIBLE RAMP TO REMAIN.
5
EXISTING CURB OPENING AND CONCRETE SPILLWAY TO
REMAIN.
6
EXISTING MASONRY SCREEN WALL TO REMAIN.
7
NEW TEMPORARY EXTRUDED CURB.
8
NEW ASPHALT PAVEMENT.
9
NEW CONCRETE VERTICAL CURB.
10
NEW CONCRETE VERTICAL CURB AND GUTTER.
11
NEW VALLEY GUTTER.
12
NEW CONCRETE SIDEWALK.
13
NEW ACCESSIBLE ACCESS RAMP.
14
NEW TRASH ENCLOSURE.
15
NEW MASONRY SCREEN WALL.
16
NEW RIP RAP SWALE.
17
NEW STORM DRAIN INLET.
18
NEW STORM DRAIN PIPE.
19 NEW 120" DIAMETER CMP UNDERGROUND
STORMWATER RETENTION CHAMBER.
LENGTH=464 LINEAR FEET
VOLUME=36,424 CUBIC FEET
20
NEW DUAL-CHAMBER DRYWELL.
21
ROOF DOWNSPOUT LOCATION.
EXTREME STORM WATER
OUTFALL ELEV=1239.00
39.90G
40.50P
41.50C
2.5%
39.95C
(40.00C)
40.35P
40.65P
40.60P
40.90C
1
1
2
2
2
3
3
4
4
5
5
6
6
7
7
8
8
7
8
8
8
8
9
9
9
9
9
10
10
10
10
10
11
11
11
12
12
12
12
12
12
13
13
13
13
13
13
13
13
14
16
37.00FG
17
17
17
17
17
17
17
18
20
18
18
18
19
20
20
21
12
40.40P
L
L
L
L
L
L
BF
BF
BF
C
C
C
EE
EE
EE
EE
EE
I
TL
TL
C
C
I
W
G
G
W
W
CO
CO
W W
W W
BF
BF
DATE
NO.
REVISION
OF
4450 north 12th street
suite 228
phoenix, arizona 85014
p: 623.282.2498
e: jphunt@cypresscivil.com
3
SHEET NUMBER
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
PRELIMINARY IMPROVEMENT PLAN for
WOODSPRING - COOPER GERMANN
NEC COOPER ROAD AND GERMANN ROAD CHANDLER, ARIZONA
R
e
g
is
t
e
r
e
d
P
r
o
f
e
s
si
o
n
al
E
n
g
in
e
e
r
(
C
iv
i
l)
53640
JEFFREY P.
HUNT
C
E
R
T
I
F
I
C
A
T
E
N
O
.
D
a
t
e
S
i
g
n
e
d
.
.
A
R
I
Z
O
N
A
,
U
.
S
.
A
.
06
28
20
21
DRAWN:
DESIGNED:
CHECKED:
DATE:
JOB NO:
PT
JH
JH
06-28-2021
21.038
THESE PLANS ARE PRELIMINARY AND ARE NOT FOR CONSTRUCTION OR RECORDING
3
onsite utility plan
PRIVATE WATER KEYNOTES
1
NEW 2" SERVICE AND METER FOR DOMESTIC WATER
SERVICE.
2
NEW 3" DOMESTIC WATER LINE.
3
NEW DOMESTIC BACKFLOW PREVENTER.
4
NEW 1" SERVICE AND METER FOR IRRIGATION SERVICE.
5
NEW IRRIGATION BACKFLOW PREVENTER.
PRIVATE FIRE LINE KEYNOTES
1
CONNECT TO EXISTING 8" WATER FOR FIRE SERVICE.
2
NEW 6" DIP FIRE LINE.
3
NEW 6" BACKFLOW PREVENTER.
4
NEW REMOTE FDC LOCATION.
PRIVATE SEWER KEYNOTES
1
CONNECT TO EXISTING 8" PVC SEWER MAIN.
2
NEW SEWER MANHOLE.
3
NEW 8" PVC SDR-35 SEWER LINE.
4
CONNECT TO BUILDING SANITARY SEWER.
5
NEW 8" SEWER STUB FOR FUTURE CONNECTION.
75.0' HALF ROW
8.8'± WTR
LINE TABLE
LINE
BEARING
DISTANCE
L1
N 44°49'53" E (R)
N 44°55'57" E (M)
28.20' (R)
28.25' (M)
L2
N 45°39'34" W
28.12' (R)
28.25' (M)
L3
N 05°06'39" W (R)
N 05°06'22" W (M)
10.00'
YEAGER DRIVE
WILLIS ROAD
1740.16'
COOPER ROAD
N 00°20'14" W 2642.23' (R) / 2642.19' (M) (BASIS OF BEARINGS)
806.18'
GERMANN ROAD
N 89°01'05" E 2633.57' (R) / N 89°01'22" E 2633.52' (M)
224.15'
R=1200.00'
Δ=44°56'46"
L=941.35'
N 00°58'38" W
75.00'
NEW BUILDING
FFE=1241.60
EXISTING BUILDING
FFE=1242.05
N 90°00'00" E 239.95'
N 00°19'54" W 531.43' (R) / N 01°19'37" W (M)
484.44'
46.99'
N 89°39'46" E 190.09' (R) / N 89°40'03" E (M)
N 00°24'14" W 242.70' (R) / N 00°19'57" W 242.61' (M)
N 90°00'00" E 219.96' (R) / S 89°59'43" E (M)
CURVE TABLE
CURVE
DELTA
RADIUS
ARC LENGTH
C1
04°07'44"
1125.00'
81.07'
C2
0°19'42"
1129.00'
104.99'
0'
30'
60'
15'
SCALE: 1"=30'
C.I. = 1 FOOT
L1
L2
L3
C1
C2
N 89°01'05" E 224.15' (R) / N 89°01'22" E (M)
N 00°20'14" W 745.71'
281.25'
464.46'
N 89°39'43" E
75.00'
95.85'
SOUTHWEST CORNER OF
SECTION 1, T2S, R5E
FOUND 3/4" IRON PIPE
SOUTH QUARTER CORNER
OF SECTION 1, T2S, R5E
FOUND 3" CITY OF CHANDLER
BRASS CAP FLUSH
FOUND 3" CITY OF CHANDLER
BRASS CAP FLUSH
FOUND BRASS CAP IN HANDHOLE
STAMPED "45760" (0.4' DOWN)
WEST QUARTER CORNER OF
SECTION 1, T2S, R5E
69.0' BSW
63.9' BC
40.7'± WTR
2.7'± RECW
3.7'± SWR
75.0' HALF ROW
3.4' WTR
71.6' GAS
62.5' RECW
55.9' BSW
50.0' BC
43.5' WTR
35.2' SWR
28.3' SWR
ROADWAY
CENTERLINE
ROADWAY
CENTERLINE
EXISTING 30"
WATER MAIN
EXISTING 10"
SEWER LINE
EXISTING 4"
GAS MAIN
EXISTING 10"
SEWER MAIN
EXISTING 16"
WATER MAIN
EXISTING 18"
SEWER MAIN
EXISTING 12" RECLAIMED
WATER MAIN
EXISTING 30"
WATER MAIN
EXISTING 16"
WATER MAIN
EXISTING 12" RECLAIMED
WATER MAIN
EXISTING 8' ELECTRIC EASEMENT
PER DOC. 20080670487
EXISTING 8' PUE
PER BK. 858 OF MAPS, PG. 9
EXISTING 8' PUE
PER DOC. 2004-1127915
& BK. 858 OF MAPS, PG. 9
EXISTING 8' ELECTRIC EASEMENT
PER DOC. 20071334628
EXISTING 8' ELECTRIC EASEMENT
PER DOC. 20080385686
EXISTING FIRE
HYDRANT
EXISTING FIRE
HYDRANT
LOT 5A
LOT 5A OF CHANDLER AIRPORT
CENTER PHASE 1 MLD
APN: 303-31-340
BK. 933, PG. 44, M.C.R.
EXISTING SEWER
MANHOLE
RIM=1238.60
INV=1229.20
EXISTING FIRE
HYDRANT
1
4
2
2
3
5
1
3
4
2
2
1
2
3
2
4
5
L
L
L
L
L
BF
BF
BF
W
C
C
C
EE
EE
EE
EE
EE
TL
TL
C
C
I
W
G
G
W
W
CO
CO
W W
W W
BF
BF
STAKE AS REQUIRED
STAKE AS REQUIRED
STAKE AS REQUIRED
-
LANDSCAPE AREAS
2" DEPTH ALL
ACCENTS
GROUNDCOVER
1/2" SCREENED
"COLOR"
DECOMPOSED GRANITE
THORNLESS CHILEAN MESQUITE
PROSOPIS CHILENSIS 'THORNLESS'
DATE PALM
PHOENIX DACTYLIFERA
FRAXINUS VELUTINA "RIO GRANDE"
FAN-TEX ASH
CHILOPSIS LINEARIS
DESERT WILLOW
PLANT SCHEDULE
SYMBOL
BOTANICAL/COMMON NAME
TREES
SHRUBS
CLPR/SIZE
EXISTING
EXISTING
EXISTING
15 GAL.
QTY.
-
REMARKS
-
-
-
STAKE AS REQUIRED
-
24" BOX
PROSOPIS GLANDULOSA 'THORNLESS'
THORNLESS HONEY MESQUITE
1 GPH EMITTER
RIO BRAVO SAGE
LEUCOPHYLLUM LANGMANIAE 'RIO BRAVO'tm
5 GAL.
-
1 GPH EMITTER
BAJA RUELLIA
RUELLIA PENINSULARIS
5 GAL.
-
CIMARRON SAGE
LEUCOPHYLLUM ZYGOPHYLLUM 'CIMARRON'tm
1 GPH EMITTER
5 GAL.
-
RED YUCCA
HESPERALOE PARVIFLORA
5 GAL.
-
1 GPH EMITTER
1 GPH EMITTER
-
1 GAL.
N.C.N.
ACACIA REDOLENS 'DESERT CARPET'
1 GPH EMITTER
OUTBACK SUNSRISE EMU
EREMOPHILA GLABRA 'MINEGEW GOLD'
1 GAL.
-
POP-UP SPRAY
MIDIRON HYBRID BERMUDA
CYNODON DACTYLON 'MIDIRON'
-
EXISTING
HEADS
EX. TURF
TO REMAIN
NOTES:
1) TREE HEIGHTS AND CALIPERS WILL COMPLY WITH "ARIZONA NURSERY
ASSOCIATION SPECIFICATIONS" FOR THAT TYPE AND SIZE OF TREE
2) LANDSCAPE TO BE WATERED BY AN UNDERGROUND AUTOMATIC
IRRIGATION SYSTEM.
6" x 6"
CONCRETE HEADER
SEE DETAIL
-
CURBSTYLE
STAKE AS REQUIRED
CHILOPSIS LINEARIS
DESERT WILLOW
24" BOX
-
-
DATE PALM
PHOENIX DACTYLIFERA
25' CLEAR
-
TRUNK
TO REMAIN
TO REMAIN
WOODSPRING SUITES HOTEL
PREPARED FOR: B. G. EDGE, LLC
S. COOPER ROAD & GERMANN ROAD, CHANDLER, AZ
CONCEPTUAL LANDSCAPE PLAN
THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF GILMORE PLANNING & LANDSCAPE ARCHITECTURE. THIS DRAWING MAY NOT BE REPRODUCED OR ANY REPRODUCTION HEREOF USED, WITHOUT THEIR WRITTEN PERMISSION. c COPYRIGHT 2021
DATE: 07.1.21
SCALE: 1" = 30'
GPLA JOB# 21019
0'
30'
15'
60'
90'
NORTH
GILMORE
PLANNING & LANDSCAPE ARCHITECTURE
2211 N. 7th Street
Phoenix, Az 85006
T 602.266.5622
www.getgilmore.com
COOPER ROAD
GERMANN ROAD
LANDSCAPE
MONUMENT
EASEMENT
LANDSCAPE
MONUMENT
EASEMENT
LANDSCAPE
MONUMENT
EASEMENT
PROPOSED
WOODSPRING SUITES
HOTEL
75'
ROW
75'
ROW
65'
ROW
3' CMU SCREEN WALL (TYP)
3' CMU SCREEN WALL (TYP)
EXISTING LANDSCAPING TO REMAIN (TYP)
3' CMU SCREEN WALL (TYP)
3' CMU SCREEN WALL (TYP)
EX. RETAINING/ SCREEN WALL
ON ADJACENT PROPERTY