3-Site Plans.pdf
PDF 1 MB Posted
- Solicitation number
- RFP-0657-TPD
- Issued by
- Cochise County, Arizona
About this file
This document contains preliminary site plans for the GRIC District 4 Feasibility Master Plan, specifically for Sites 1 and 6, prepared by Merge Architecture Group for the Gila River Indian Community (GRIC) in Queen Creek, Arizona. The plans detail the lot layouts, setbacks, drainage basins, and infrastructure requirements for two residential subdivision sites. Site 1 encompasses 30 lots ranging from 0.50 to 0.54 acres, with two drainage basins totaling 70,140 square feet, while Site 6 contains 30 lots of 0.50 acres each with two drainage basins totaling 81,324 square feet. Both sites maintain consistent setback requirements: 35 feet from front streets with sidewalks, 25 feet from side streets, 15 feet from rear, and 10 feet between lots. The plans are dated January 21, 2026, and include comprehensive general sheet notes addressing drainage specifications, utility coordination, accessibility requirements, landscape integration, and regulatory compliance with applicable Arizona codes and ordinances.
The plans specify critical design and construction requirements including positive drainage of 1 to 2 percent on pedestrian areas, 5 percent slope away from buildings for 10 feet, and finish grade slopes not steeper than 1 foot vertical in 3 feet horizontal unless otherwise noted. All new utilities are to be placed underground, and lighting must be directed away from adjacent residential units with a maximum of one foot candle at property lines. The contractor is responsible for verifying existing utility locations, coordinating utility removal and relocation with respective companies, ensuring ADA-accessible pathways from parking to main entrances, and providing positive drainage across all paved surfaces. Concrete specifications require synthetic micro-fiber polypropylene reinforcing per ASTM C 1116/C 1116M standards, with control joints at 5-foot intervals and expansion joints at 25-foot intervals. The project's assured water supply designation and conformance with all applicable local codes and ordinances are noted as mandatory requirements for site development and use.
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Text version
ST
O
TO
N
IC
R
O
AD
STREET "A"
STREET "C"
ST
R
EE
T
"B
BASIN 2
13,640 SF
BASIN 1
56,500 SF
2319 24
41 2 3
11121314151618
Jan 21, 2026 Y:\MES\2024 Jobs\224295 - GRIC Dist 4 Subdiv 1&6 PreDevelopment\CAD Files\Exhibits\224295 - PRELIM LOT LAYOUT.dwgFILE:DATE:
GRIC D4 - SITE 1
PRELIMINARY LOT LAYOUT
DWG.
NO.
SHEET
NO.
TOTAL
SHEETS
CHECKED:DRAWN:DESIGNED:
DATE:DATE:DATE:
NO. BY DATE REVISION APPR. DATE
O: 602 263 1177
1001 N. CENTRAL AVE.,
SUITE 900
PHOENIX, AZ 85004
COLLABORATE. INNOVATE. CREATE.
CL
STREET "A"
STREET "C"
ST
R
EE
T
"B
BASIN 1
54,876 SF
BASIN 2
26,448 SF ST
O
TO
N
IC
R O
AD
7 6 5 3 1
3025 26 27 28 29
23 19202124 22
1817151413
Jan 21, 2026 Y:\MES\2024 Jobs\224295 - GRIC Dist 4 Subdiv 1&6 PreDevelopment\CAD Files\Exhibits\224295 - PRELIM LOT LAYOUT.dwgFILE:DATE:
GRIC D4 - SITE 6
PRELIMINARY LOT LAYOUT
DWG.
NO.
SHEET
NO.
TOTAL
SHEETS
CHECKED:DRAWN:DESIGNED:
DATE:DATE:DATE:
NO. BY DATE REVISION APPR. DATE
O: 602 263 1177
1001 N. CENTRAL AVE.,
SUITE 900
PHOENIX, AZ 85004
COLLABORATE. INNOVATE. CREATE.
CL
S T
R E
E T
B
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
S T
O T
O N
IC
R
O A
D
BASIN 2
13,640 SF
0.30 AC
BASIN 1
56,500 SF
0.50 AC
T Y
P
SETBACKS:
FRONT WITH SIDEWALKS: 35'-0"
SIDES FACING STREETS: 25'-0"
REAR: 15'-0"
IN BETWEEN: 10'-0"
0.52 AC
0.52 AC
0.52 AC
0.52 AC
0.52 AC
0.52 AC
0.52 AC
0.52 AC
0.52 AC
0.54 AC
0.52 AC
0.52 AC
0.52 AC
0.52 AC
0.52 AC
0.52 AC
0.52 AC
0.52 AC
0.50 AC
0.50 AC
0.50 AC
0.50 AC
0.50 AC
0.50 AC
0.50 AC
0.50 AC
0.50 AC
0.50 AC
0.50 AC
0.50 AC
25'-0"
35'-0"
T Y
P
TYP.
25'-0"
TYP.
10'-0" TYP.
10'-0"
TYP.
10'-0"
10'-0"10'-0"
P U
E
R /W
R /W
PUE
10'-0"
R/W
40'-0"
P U
E
0.52 AC
LOT NUMBER
LOT SIZE
LEGEND:
EQUALIZER PIPE, SEE
CIVIL DRAWINGS
12 3 4 5678 91011 121314 15 161718
12 3 4 5678 91011 121314 15 161718
A
B
C
D
E
F
G
H
J
K
L
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N
P
A
B
C
D
E
F
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P
555 E FILLMORE ST, STE 100
PHOENIX ARIZONA 85004
P (602) 635 1581 F (602) 635 1581 cam@mergeAG.com cdc@mergeAG.com
DATE
SHEET
SHEET TITLE
COPYRIGHT
THIS DRAWING IS AN INSTRUMENT OF SERVICE
ONLY AND IS AND SHALL REMAIN, EXCLUSIVE
PROPERTY OF THE ARCHITECT. NO REPRODUCTION
OR OTHER USE SHALL BE MADE BY ANY PERSON
OR FIRM WITHOUT THE EXPRESS WRITTEN
PERMISSION OF THE ARCHITECT. ANY
UNAUTHORIZED USE SHALL VOID THE
ARCHITECT'S SEAL AND SIGNATURE HEREON AND
NO PROFESSIONAL LIABILITY WILL REMAIN.
PROJECT NO.
REVISION
SEAL
O W
N E R I N
F O
R M
A T
IO
N
P R O
JE
C
T
A001
07/01/2025
SITE 1 PLAN
G R
IC
D
F
E A
S
IB
IL
IT
Y
M A
S T
E R
P L A
N
D
IS
T R
IC
T
1. COORDINATE ALL SPOT ELEVATIONS, SLOPES AND DIMENSIONS WITH
CIVIL/LANDSCAPE/STRUCTURAL DRAWINGS
2. PROVIDE POSITIVE DRAINAGE OF 1% MINIMUM / 2% MAXIMUM AT ALL EXTERIOR
PAVED PEDESTRIAN AREAS SUCH AS SIDEWALKS, PATIOS, STAIRS, ETC. UNLESS
NOTED OTHERWISE
3. PROVIDE POSITIVE DRAINAGE AWAY FROM THE
4. BUILDING OF 5% FOR A DISTANCE OF 10 FEET UNLESS NOTED OTHERWISE.
5. FINISH GRADE SLOPES SHALL BE NO STEEPER THAN 1 FOOT VERTICAL IN 3 FEET
HORIZONTAL UNLESS NOTED OTHERWISE.
6. CONTRACTOR TO ENSURE THAT AN ACCESSIBLE PATH CONNECTS THE ADA
PARKING STALLS TO THE MAIN ENTRANC.
7. CONTRACTOR TO ENSURE POSITIVE DRAINAGE ACROSS ALL PAVED SURFACES.
GENERAL SHEET NOTES
1. TEMPORARY PEDESTRIAN PROTECTION SHALL BE PROVIDED WHERE REQUIRED
BY BUILDING USER'S TRAFFIC. COORDINATE WITH OWNER.
2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES
BELOW GRADE AND RELATED SERVICES CONNECTIONS WITH THE RESPECTIVE
UTILITY COMPANIES.
3. CONTRACTOR SHALL COORDINATE THE REMOVAL, ABANDONMENT, AND/OR
RELOCATION OF EXITING UTILITIES ABOVE OR BELOW GRADE WITH THE
RESPECTIVE UTILITY COMPANIES.
4. SEE LANDSCAPE DRAWINGS FOR PLANTING & GROUND MATERIALS TO BE
INSTALLED.
5. DEVELOPMENT AND USE OF THIS SITE WILL CONFORM WITH ALL APPLICABLE
CODES & ORDINANCES.
6. THIS PROJECT IS LOCATED IN QUEEN CREEK, ARIZONA, AND HAS BEEN
DESIGNATED AS HAVING AN ASSURED WATER SUPPLY.
7. ALL NEW UTILITIES WILL BE PLACED UNDERGROUND U.N.O. SEE CIVIL
DRAWINGS.
8. ANY LIGHTING WILL BE REPLACED SO AS TO DIRECT LIGHT AWAY FROM
ADJACENT RESIDENTIAL UNITS AND WILL NOT EXCEED ONE FOOT CANDLE AT
THE PROPERTY LINE. NO NOISE, ODOR OR VIBRATION EMITTED BY USES IN THE
AREA OUTSIDE THE SITE.
9. ALL ROOFTOP AND GROUND EQUIPMENT AND SATELLITE DISHES SHALL BE
SCREENED TO THE HEIGHT OF THE TALLEST EQUIPMENT.
10. LOCATE IRRIGATION CONTROL BOXES ON LANDSCAPE DRAWINGS & SET TOP
LEVEL AT SIDEWALK LOCATIONS. PROVIDE CONCRETE BASE AND CASE FOR
PROTECTION AS INDICATED BY ARCHITECT.
11. REFER TO PLUMBING DRAWINGS AND EXTERIOR ELEVATIONS TO IDENTIFY
LOCATIONS OF OVERFLOW AND ROOF DRAIN LEADER DISCHARGE AREAS AND
PROVIDE SPLASHBLOCK OR RIP-RAP PER SITE AND CIVIL DRAWINGS.
12. PROVIDE TRENCH DRAINS AT ANY LOCATION WHERE STORMWATER CROSSES
ANY PEDESTRIAN SIDEWALK, SEE SITE DETAILS FOR TYPICAL DETAIL.
13. ALL CONCRETE AT SIDEWALKS, EQUIPMENT PADS, RAMPS AND STAIRS TO BE
PROVIDED WITH FIBER REINFORCING AS FOLLOWS: SYNTHETIC MICRO-FIBER
MONOFILAMENT POLYPROPYLENE MICRO-FIBERS ENGINEERED AND DESIGNED
FOR USE IN CONCRETE, COMPLYING WITH ASTM C 1116/C 1116M, TYPE III, 1/2
TO 1 1/2 INCHES LONG.
14. MAXIMUM CROSSSLOPES FOR SIDEWALKS NOT TO EXCEED 2.0%.
15. MINIMUM SLOPE AT SIDEWALKS FOR WATER DRAINAGE PURPOSES TO NO LESS
THAN 1.0% AND NOT TO EXCEED 2%.
16. SIDEWALK AND SLAB CONTROL JOINTS NOT SHOWN FOR DRAWING CLARITY;
CONTROL JOINTS TO BE PROVIDED AT 5'-0" O.C. MAXIMUM OR AT EQUAL SPACE
DISTRIBUTED ALONG THE LENGHT OF THE SURFACE. SEE ALSO SITE DETAILS.
17. SIDEWALK AND SLAB CONSTRUCTION/EXPANSION JOINTS NOT SHOWN FOR
DRAWING CLARITY; EXPANSION JOINTS TO BE PROVIDED AT 25'-0" O.C.
MAXIMUM OR AT EQUAL SPACE DISTRIBUTED ALONG THE LENGHT OF THE
SURFACE. SEE ALSO SITE DETAILS.
SITE GENERAL NOTES
1" = 50'-0"
SITE PLAN SITE 1 '
N
NUMBER DESCRIPTION DATE
S T
R E
E T
B
BASIN 2
26,448 SF
BASIN 1
54,876 SF
PROPERTY LINE
PROPERTY LINE
PROPERTY LINEPROPERTY LINE
0.50 AC
0.50 AC
0.50 AC
0.50 AC
0.50 AC
0.50 AC
0.50 AC
0.50 AC
0.50 AC
0.50 AC
0.50 AC
0.50 AC
0.50 AC
0.50 AC
0.50 AC
0.50 AC
0.50 AC
0.50 AC
0.50 AC
0.50 AC
0.50 AC
0.50 AC
0.50 AC
0.50 AC
0.50 AC
0.50 AC
0.50 AC
0.50 AC
0.50 AC
0.50 AC
S T
O T
O N
IC
R
O A
D
SETBACKS:
FRONT WITH SIDEWALKS: 35'-0"
SIDES FACING STREETS: 25'-0"
REAR: 15'-0"
IN BETWEEN: 10'-0"
T Y
P
TYP.
25'-0"
T Y
P
TYP.
10'-0"
TYP.
10'-0"
P U
E
R /W
EQUALIZER PIPE,
SEE CIVIL
DRAWINGS
R /W
P U
E
P U
E
P U
E
'-0
10'-0"
R/W
40'-0"
PUE
10'-0"
PUE
10'-0"
0.52 AC
LOT NUMBER
LOT SIZE
LEGEND:
12 3 4 5678 91011 121314 15 161718
12 3 4 5678 91011 121314 15 161718
A
B
C
D
E
F
G
H
J
K
L
M
N
P
A
B
C
D
E
F
G
H
J
K
L
M
N
P
555 E FILLMORE ST, STE 100
PHOENIX ARIZONA 85004
P (602) 635 1581 F (602) 635 1581 cam@mergeAG.com cdc@mergeAG.com
DATE
SHEET
SHEET TITLE
COPYRIGHT
THIS DRAWING IS AN INSTRUMENT OF SERVICE
ONLY AND IS AND SHALL REMAIN, EXCLUSIVE
PROPERTY OF THE ARCHITECT. NO REPRODUCTION
OR OTHER USE SHALL BE MADE BY ANY PERSON
OR FIRM WITHOUT THE EXPRESS WRITTEN
PERMISSION OF THE ARCHITECT. ANY
UNAUTHORIZED USE SHALL VOID THE
ARCHITECT'S SEAL AND SIGNATURE HEREON AND
NO PROFESSIONAL LIABILITY WILL REMAIN.
PROJECT NO.
REVISION
SEAL
O W
N E R I N
F O
R M
A T
IO
N
P R O
JE
C
T
A002
07/01/2025
SITE 6 PLAN
G R
IC
D
F
E A
S
IB
IL
IT
Y
M A
S T
E R
P L A
N
D
IS
T R
IC
T
1. COORDINATE ALL SPOT ELEVATIONS, SLOPES AND DIMENSIONS WITH
CIVIL/LANDSCAPE/STRUCTURAL DRAWINGS
2. PROVIDE POSITIVE DRAINAGE OF 1% MINIMUM / 2% MAXIMUM AT ALL EXTERIOR
PAVED PEDESTRIAN AREAS SUCH AS SIDEWALKS, PATIOS, STAIRS, ETC. UNLESS
NOTED OTHERWISE
3. PROVIDE POSITIVE DRAINAGE AWAY FROM THE
4. BUILDING OF 5% FOR A DISTANCE OF 10 FEET UNLESS NOTED OTHERWISE.
5. FINISH GRADE SLOPES SHALL BE NO STEEPER THAN 1 FOOT VERTICAL IN 3 FEET
HORIZONTAL UNLESS NOTED OTHERWISE.
6. CONTRACTOR TO ENSURE THAT AN ACCESSIBLE PATH CONNECTS THE ADA
PARKING STALLS TO THE MAIN ENTRANC.
7. CONTRACTOR TO ENSURE POSITIVE DRAINAGE ACROSS ALL PAVED SURFACES.
GENERAL SHEET NOTES
1. TEMPORARY PEDESTRIAN PROTECTION SHALL BE PROVIDED WHERE REQUIRED
BY BUILDING USER'S TRAFFIC. COORDINATE WITH OWNER.
2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES
BELOW GRADE AND RELATED SERVICES CONNECTIONS WITH THE RESPECTIVE
UTILITY COMPANIES.
3. CONTRACTOR SHALL COORDINATE THE REMOVAL, ABANDONMENT, AND/OR
RELOCATION OF EXITING UTILITIES ABOVE OR BELOW GRADE WITH THE
RESPECTIVE UTILITY COMPANIES.
4. SEE LANDSCAPE DRAWINGS FOR PLANTING & GROUND MATERIALS TO BE
INSTALLED.
5. DEVELOPMENT AND USE OF THIS SITE WILL CONFORM WITH ALL APPLICABLE
CODES & ORDINANCES.
6. THIS PROJECT IS LOCATED IN QUEEN CREEK, ARIZONA, AND HAS BEEN
DESIGNATED AS HAVING AN ASSURED WATER SUPPLY.
7. ALL NEW UTILITIES WILL BE PLACED UNDERGROUND U.N.O. SEE CIVIL
DRAWINGS.
8. ANY LIGHTING WILL BE REPLACED SO AS TO DIRECT LIGHT AWAY FROM
ADJACENT RESIDENTIAL UNITS AND WILL NOT EXCEED ONE FOOT CANDLE AT
THE PROPERTY LINE. NO NOISE, ODOR OR VIBRATION EMITTED BY USES IN THE
AREA OUTSIDE THE SITE.
9. ALL ROOFTOP AND GROUND EQUIPMENT AND SATELLITE DISHES SHALL BE
SCREENED TO THE HEIGHT OF THE TALLEST EQUIPMENT.
10. LOCATE IRRIGATION CONTROL BOXES ON LANDSCAPE DRAWINGS & SET TOP
LEVEL AT SIDEWALK LOCATIONS. PROVIDE CONCRETE BASE AND CASE FOR
PROTECTION AS INDICATED BY ARCHITECT.
11. REFER TO PLUMBING DRAWINGS AND EXTERIOR ELEVATIONS TO IDENTIFY
LOCATIONS OF OVERFLOW AND ROOF DRAIN LEADER DISCHARGE AREAS AND
PROVIDE SPLASHBLOCK OR RIP-RAP PER SITE AND CIVIL DRAWINGS.
12. PROVIDE TRENCH DRAINS AT ANY LOCATION WHERE STORMWATER CROSSES
ANY PEDESTRIAN SIDEWALK, SEE SITE DETAILS FOR TYPICAL DETAIL.
13. ALL CONCRETE AT SIDEWALKS, EQUIPMENT PADS, RAMPS AND STAIRS TO BE
PROVIDED WITH FIBER REINFORCING AS FOLLOWS: SYNTHETIC MICRO-FIBER
MONOFILAMENT POLYPROPYLENE MICRO-FIBERS ENGINEERED AND DESIGNED
FOR USE IN CONCRETE, COMPLYING WITH ASTM C 1116/C 1116M, TYPE III, 1/2
TO 1 1/2 INCHES LONG.
14. MAXIMUM CROSSSLOPES FOR SIDEWALKS NOT TO EXCEED 2.0%.
15. MINIMUM SLOPE AT SIDEWALKS FOR WATER DRAINAGE PURPOSES TO NO LESS
THAN 1.0% AND NOT TO EXCEED 2%.
16. SIDEWALK AND SLAB CONTROL JOINTS NOT SHOWN FOR DRAWING CLARITY;
CONTROL JOINTS TO BE PROVIDED AT 5'-0" O.C. MAXIMUM OR AT EQUAL SPACE
DISTRIBUTED ALONG THE LENGHT OF THE SURFACE. SEE ALSO SITE DETAILS.
17. SIDEWALK AND SLAB CONSTRUCTION/EXPANSION JOINTS NOT SHOWN FOR
DRAWING CLARITY; EXPANSION JOINTS TO BE PROVIDED AT 25'-0" O.C.
MAXIMUM OR AT EQUAL SPACE DISTRIBUTED ALONG THE LENGHT OF THE
SURFACE. SEE ALSO SITE DETAILS.
SITE GENERAL NOTES
1" = 50'-0"
SITE PLAN SITE 6 'N
NUMBER DESCRIPTION DATE
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