PLH25-0032 Site Plan

W. GALVESTON ST
N. IOWA ST
W. MONTEREY ST
W. DEL RIO ST
OVERALL SITE PLAN
SCALE: 1" = 40'-0"
ST. MARY-BASHA CATHOLIC SCHOOL
200 W GALVESTON ST.
CHANDLER, AZ 85225
10/10/2025
2411
USE PERMIT
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VINCENT P.
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N O R T H
OVERALL SITE PLAN
SP0
0'
40'
80'
160'
20'
1
SP1
±21,300 SQFT
MAX HEIGHT:
NOT TO
EXCEED 35'-0"
NEW ONE-STORY MULTI-PURPOSE
BUILDING. SEE ENLARGED
SITE PLAN ON SHEET SP1
EXISTING
PARKING
EXISTING
PARKING
EXISTING
PARKING
EXISTING
PARKING
EXISTING
PARKING
EXISTING
PARKING
Project Information
Prepared by:
Adaptive Architects Inc.
160 W. University Drive, Suite #2
Mesa, AZ 85201
480-655-0633 phone
480-655-0632 fax
Contact Email: vince@adaptivearchitectsinc.com
PROJECT LOCATION :
         ST. MARY BASHA CATHOLIC SCHOOL: NEW MULTI-PURPOSE BUILDING
         200 W. GALVESTON ST., CHANDLER, ARIZONA 85225
480-963-3207
APNS: 302-55-001V, 302-55-001J, 302-55-001H
OWNERSHIP:
         ST. MARY ROMAN CATHOLIC PARISH
         400 E. MONROE STREET, PHOENIX, ARIZONA 85004 (MAILING ADDRESS)
         CONTACT:  ZACH KILGAS
         EMAIL:  ZKILGAS@DPHX.ORG,  PHONE: (602) 354-2162
PROJECT DESCRIPTION:  NEW ONE-STORY MULTI-PURPOSE BUILDING TO SERVE EXISTING
CAMPUS STUDENTS. NEW BUILDING PROGRAM INCLUDES: GYMNASIUM, CLASSROOMS,
MUSIC PLATFORM STAGE, STORAGE ROOMS, RESTROOMS, WARMING KITCHEN AND ENTRY
LOBBY. SOME ADDITIONAL NEW PARKING WILL BE PROVIDED ALONG WITH A NEW FIRE
LANE. ALL EXISTING FIRE LANES REMAIN. EXISTING DRIVEWAYS REMAIN; ONE NEW ENTRY /
EXIT DRIVEWAY TO BE INSTALLED AT WEST SIDE OF PROPERTY. MINOR LANDSCAPE,
SIDEWALK, AND RETENTION WORK TO BE DONE IN IMMEDIATE SURROUNDINGS OF NEW
BUILDING AND NEW PARKING AREAS.
Existing Zoning:  SF- 8.5 : no Re-Zoning proposed
Building Height Proposed: 1-Story, 30'-0" - 35'-0" max per Chandler Zoning Code (exact height of
proposed building will be determined once designed).
SF-8.5  Zoning:
Building Setbacks: per Sec. 35-703 (2). Subdivision Single-Family District
Front - (south side): 25'-0
Rear - (north side):  10'-0" 
Side - (east side) :   25'-0"
Side - (west side):   25'-0"
Total Site Areas (all parcels):  606,575 SQFT (± 13.93 Acres)
Proposed Building Area:
New Multi-purpose Building :   ± 21,300 SF (gross floor area only)
Parking Calculations Required :
Existing Church :    
1 space / 4 seats required
900 seats / 4 = 225 parking spaces required
Existing Classrooms : 
23 classrooms
elementary/junior high:
1 space / classroom required
23 parking spaces required
Existing School Offices:
800 sf
1 space / 200 sf required
800 sf / 200 sf = 4 parking spaces required
Existing Church Admin:
6,000 sf
1 space / 200 sf required
6,000 sf / 200 sf = 30 parking spaces required
Existing SvDP:
1,500 sf
1 space / 200 sf required
1,500 sf / 200 sf = 7.5 parking spaces required
New 1-story Building:
4 classrooms (new)
elementary/junior high:
1 space / classroom required
4 parking spaces required
New Gymnasium:
7,423 sf (new)
1 space / 200 sf required
7,423 sf / 200 sf = 37 parking spaces required
Total Parking Required :  330 total parking spaces required
Parking Provided :
Existing Parking :  275 existing parking spaces provided
New Parking Added :  30 parking spaces provided
Total Parking Provided :  305 total parking spaces provided
Parking Statement Analysis
A.
Main Church functions occur on weekends or evenings not during school hours. Church utilizes
the existing school parking lot.
B.
Main school functions occur during the week from 8:00am to 3:00pm Monday through Friday.
After school activities in the new Gymnasium will occur after school hours.
C.
Worst case parking scenario is either total school occupancy with Gymnasium which is 106
spaces or church functions which is 225 spaces. Total on-site parking provided is 305 spaces
which satisfies worst case parking demand.
NOTE: NO CHANGES ARE
REQUIRED TO THE EXISTING
TRASH COLLECTIONS
SCALE: NTS
N O R T H
Vicinity Map
SITE
W. ERIE STREET
W. GALVESTON STREET
N. ARIZONA AVENUE
W. RAY ROAD
N. ALMA SCHOOL RD.
N. HARTFORD STREET
N. HAMILTON STREET
E. GALVESTON STREET
ASSESSOR PARCEL
NO. 302-55-001V
ASSESSOR PARCEL
NO. 302-55-011
CHANDLER PARK
ASSESSOR PARCEL
NO. 302-55-001Q
ASSESSOR PARCEL
NO. 302-55-059
ASSESSOR PARCEL
NO. 302-55-058
ASSESSOR PARCEL
NO. 302-55-044
ASSESSOR PARCEL
NO. 302-55-045
ASSESSOR PARCEL
NO. 302-55-043
ASSESSOR PARCEL
NO. 302-55-042
ASSESSOR PARCEL
NO. 302-55-028
ASSESSOR PARCEL
NO. 302-55-029
ASSESSOR PARCEL
NO. 302-57-004
ASSESSOR PARCEL
NO. 302-57-003
ASSESSOR PARCEL
NO. 302-57-007
ASSESSOR PARCEL
NO. 302-57-008
ASSESSOR PARCEL
NO. 302-57-009
ASSESSOR PARCEL
NO. 302-57-010
ASSESSOR PARCEL
NO. 302-57-011
ASSESSOR PARCEL
NO. 302-57-012
ASSESSOR PARCEL
NO. 302-57-013
ASSESSOR PARCEL
NO. 302-57-014
ASSESSOR PARCEL
NO. 302-57-072
ASSESSOR PARCEL
NO. 302-57-073
NEW
PARKING
NEW
PARKING
ASSESSOR PARCEL
NO. 302-55-001J
ASSESSOR PARCEL
NO. 302-55-001H
NEW
ENTRY / EXIT
ASSESSOR PARCEL
NO. 302-55-001V
ASSESSOR PARCEL
NO. 302-55-001V
EXISTING FIRE LANE
EXISTING FIRE LANE
EXISTING FIRE LANE
EXISTING FIRE LANE
EXISTING BASKETBALL COURTS
EXISTING BASEBALL FIELD
EXISTING
ST. MARY'S RECTORY
EXISTING
CHURCH
EXISTING
SCHOOL CLASSROOMS
EXISTING
SCHOOL CLASSROOMS
EXISTING
SCHOOL CLASSROOMS
EXISTING
SCHOOL CLASSROOMS
EXISTING
SCHOOL CLASSROOMS
EXISTING
ST VINCENT DE PAUL
CHARITY
EXISTING
ST VINCENT DE PAUL
CHARITY
EXISTING
PARISH ADMIN
OFFICES
EXISTING
SCHOOL CLASSROOMS
EXISTING
SHADE
RAMADA
EXISTING
SHADE
RAMADA
EXISTING
PARKING
EXISTING
PARKING
EXISTING
PARKING
EXISTING
ENTRY / EXIT
EXISTING
ENTRY / EXIT
EXISTING
ENTRY / EXIT
EXISTING
ENTRY / EXIT
EXISTING
ENTRY / EXIT
EXISTING
PARKING
9'-10 1/4"
REAR SB
729'-0" LF
729'-0" LF
832'-0" LF
832'-0" LF
REAR YARD SETBACK LINES
REAR YARD SETBACK LINE
REAR YARD SETBACK LINE
FRONT YARD SETBACK LINE
FRONT YARD SETBACK LINE
FRONT YARD SETBACK LINE
15'-0"
SIDE SB
15'-0"
SIDE SB
10'-0"
REAR SB
25'-2 3/8"
FRONT SB
25'-0"
FRONT SB
25'-0"
FRONT SB
11'-7"
± 117'-6"
8'-0" WIDE TELE. ESMT
8'-0" WIDE TELE. ESMT
6'-0" WIDE ELEC. ESMT.
6'-0" WIDE ELEC. ESMT.
TELEPHONE EASEMENT; SEE
ALTA SURVEY
ELECTRICAL EASEMENT; SEE
ALTA SURVEY
ELECTRICAL EASEMENT; SEE
ALTA SURVEY
6'-0" WIDE ELEC. ESMT.
6'-0" WIDE ELEC. ESMT.
ELECTRICAL EASEMENT; SEE
ALTA SURVEY
NOTE: SEE ALTA SURVEY
FOR MORE INFORMATION
EXISTING TRASH ENCLOSURE
DUMPSTER - DOUBLE BIN
± 30'-3"
ROW
EXISTING PROPERTY LINE
EXISTING PROPERTY LINE
EXISTING PROPERTY LINE
EXISTING PROPERTY LINE
EXISTING PROPERTY LINE
EXISTING PROPERTY LINE
± 33'-0"
ROW
AREA OF NEW SITE AND BUILDING DEVELOPMENT
± 30'-11"
ROW
NEW FIRE LANE
EXISTING
SHADE
RAMADA
ASSESSOR PARCEL
NO. 302-55-001V
ASSESSOR PARCEL
NO. 302-55-001V
ASSESSOR PARCEL
NO. 302-55-001V
ASSESSOR PARCEL
NO. 302-55-001V
25'-0"
FRONT SB
10'-0"
REAR SB
15'-0"
SIDE SB
ASSESSOR PARCEL
NO. 302-55-001V

K -394-4
DE V ONS HIRE
FA UCE TS
B RA S S
K-2252-8
ROYALE
LAVATORY
VITREOUS CHINA
K -394-4
DE V ONS HIRE
FA UCE TS
B RA S S
K-2252-8
ROYALE
LAVATORY
VITREOUS CHINA
SLOANSTONE (4-STATION) SINK
ELGR-84000
SLOANSTONE (4-STATION) SINK
ELGR-84000
SLOANSTONE (3-STATION)
ELGR-83000
SLOANSTONE (3-STATION)
ELGR-83000
ENLARGED SITE PLAN
SCALE: 3/32" = 1'-0"
ST. MARY-BASHA CATHOLIC SCHOOL
200 W GALVESTON ST.
CHANDLER, AZ 85225
10/10/2025
2411
USE PERMIT
I
VINCENT P.
S
T
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A
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t
a
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26988
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EXPIRES 3-31-2026
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VINCENT P.
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N O R T H
ENLARGED SITE PLAN
SP1
0
5'-4"
10'-8"
21'-4"
42'-8"
Lobby
Main Entry
Fire Riser
SES
Elec Room
25'-0" FRONT YARD SETBACK
25'-5"
24'-2"
16'-6"
12'-0"
128'-0"
12'-3"
10'-0"
REAR
SETBACK
25'-0" FRONT YARD SETBACK
172'-0"
18'-10 1/2"
EXISTING
18'-10"
EXISTING
24'-0"
NEW
16'-6"
NEW TYP.
8'-11 1/2"
EXISTING
24'-5"
EXISTING
24'-5 1/2"
EXISTING
24'-0 1/2"
EXISTING
25'-3"
EXISTING
8'-2 1/2"
11'-4"
10'-0"
REAR
SETBACK
11 NEW PARKING SPACES @ 9'-0" WIDE EA. = 99'-0"
36'-2"
9 NEW PARKING SPACES @ 9'-0" WIDE EA. = 81'-0"
9'-0"
8 NEW PARKING SPACES @ 9'-0" WIDE EA. = 72'-0"
11'-0 1/2"
22'-10"
11'-0"
5'-0"
11'-2"
NEW CAR DROP OFF ZONE = 63'-3" DISTANCE
600
PROPERTY LINE, SEE CIVIL DRAWINGS
EXISTING ELECTRIC JUNCTION BOX; SEE ALTA SURVEY
EXISTING BACKFLOW PREVENTOR; SEE ALTA SURVEY
BUILDING SETBACK LINE
SITE / BUILDING LAYOUT POINT
EXISTING ASPHALT PAVEMENT
NEW ADA VAN ACCESSIBLE PARKING SPACE
EXISTING MAN GATES
EXISTING TRASH ENCLOSURE, NOT-A-PART
LINE OF ROOF OVERHANG ABOVE
BUILDING SIGNAGE LOCATION, EXTERIOR ELEVATIONS -/--
601
602
603
604
605
606
608
609
610
611
612
613
614
615
616
617
619
620
628
629
630
637
644
652
653
654
655
656
659
662
663
675
682
688
692
695
697
EXISTING ELECTRICAL TRANSFORMER LOCATION, SEE
ELECTRICAL DRAWINGS
NEW ELECTRICAL SERVICE ENTRANCE SECTION
(SES) SEE ELECTRICAL DRAWINGS
NEW REMOTE FIRE DEPARTMENT CONNECTION (FDC)
LOCATION, SEE CIVIL AND FIRE PROTECTION DRAWINGS
NEW FIRE DEPARTMENT KNOX BOX LOCATION PER
CITY OF CHANDLER REQUIREMENTS
NEW FIRE RISER LOCATION, SEE CIVIL AND FIRE
PROTECTION DRAWINGS
EXISTING IRRIGATION VALVE; SEE ALTA SURVEY-LANDSCAPE DWGS
DOMESTIC WATER METER LOCATION PER CIVIL, SEE CIVIL
DRAWINGS
DOMESTIC WATER SERVICE CONNECTION LOCATION, SEE
CIVIL AND PLUMBING DRAWINGS
IRRIGATION WATER METER BOX LOCATION PER ALTA
SURVEY
EXISTING SITE LIGHT POLE
SEWER SERVICE CONNECTION LOCATION, SEE CIVIL AND
PLUMBING DRAWINGS
EXISTING LANDSCAPE AND/OR RETENTION AREA, SEE
CIVIL AND LANDSCAPE DRAWINGS
EXISTING DRIVEWAY ENTRY / EXIT AND CURB-CUT
NEW CATCH BASIN PER CIVIL, SEE CIVIL DRAWINGS
EXISTING CONCRETE WALKWAY / SIDEWALK
1/2" EXPANSION JOINT (E.J.).  SCORE JOINTS OTHERWISE,
SEE DETAIL -/--
NEW 4" THICK CONCRETE SLAB / WALKWAY, BROOM FINISH,
SCORE AS SHOWN
EXISTING GATE REMAINS
EXISTING STANDARD PARKING SPACES REMAIN
NEW ADA ACCESSIBLE RAMP, WITH ADA ACCESSIBILITY
SIGN AND POLE
EXISTING ADA ACCESSIBLE CROSSWALK
NEW ADA STANDARD ACCESSIBLE PARKING SPACE
EXISTING FIRE LANE
NEW FIRE LANE AND PAINTED C.I.P. CONCRETE CURB,
PER CITY OF CHANDLER DETAILS
EXISTING LOW CMU SCREEN WALL APPROX. 4'-0" HIGH F.V.
ROOF DRAIN DISCHARGE AND SPLASH BLOCK, SEE
LANDSCAPE DWGS.
GROUND MOUNTED A/C CONDENSING UNIT, MECHANICAL &
ELECTRICAL DWGS.
(SOME KEYNOTES MAY
NOT APPLY)
665
EXISTING RETAINING WALL
607
EXISTING FIRE HYDRANT
618
NEW LANDSCAPE AND/OR RETENTION AREA; SEE LANDSCAPE
DRAWINGS AND CIVIL DRAWINGS
667
NEW FIRE TURNING RADIUS; PER CITY OF CHANDLER DETAILS
622
EXISTING 6'-0" WIDE ELECTRICAL EASEMENT; SEE ALTA SURVEY
623
EXISTING 4'-0" WIDE TELEPHONE EASEMENT; SEE ALTA SURVEY
625
EXISTING 6'-0" WIDTH ALLEY; SEE ALTA SURVEY
677
668
EXISTING UTILITY / TELEPHONE VAULT; PER ALTA SURVEY
NEW CONCRETE SIDEWALK ACCESS CONNECTION
660
EXISTING FENCING SCREEN TO REMAIN
670
10' X 20' VISIBILITY TRIANGLE; SEE LANDSCAPE DRAWINGS
650
NEW 5'-0" ADA CROSS AISLE
621
NEW DRIVEWAY ENTRY / EXIT AND CURB-CUT
NEW ASPHALT PAVEMENT; SEE CIVIL DRAWINGS
638
672
NEW FIRE HYDRANT; SEE CIVIL DRAWINGS
657
NEW ADA ACCESSIBLE RAMP AND CURB; SEE DETAIL X/XX
658
NEW ADA ACCESSIBLE CONCRETE LANDING
664
NEW WROUGHT-IRON FIRE ACCESS VEHICULAR GATES;
DESIGN TO BE DETERMINED
NEW WROUGHT-IRON FENCING; DESIGN TO BE DETERMINED
661
632
NEW SITE LIGHT POLE; SEE ELECT. DRAWINGS
626
NEW STORM DRAIN PER CIVIL, SEE CIVIL DRAWINGS
627
NEW UNDER-GROUND STORM PIPE SYSTEM; SEE CIVIL DRAWINGS
NEW WROUGHT IRON MAN GATES; DESIGN TO BE DETERMINED
669
676
NEW LOW PARKING SCREEN WALL APPROX. 4'-0" HIGH F.V.;
DESIGN, HEIGHT, AND MATERIALS TO MATCH EXISTING
NEW 6'-0" HIGH MASONRY SCREEN WALL
678
659
659
659
659
603
603
603
603
603
603
603
603
600
600
600
600
600
600
604
606
610
615
615
615
615
615
614
609
602
611
611
611
611
611
611
611
611
611
611
611
611
611
611
601
601
655
682
663
663
677
677
678
70'-0"
30'-0"
637
637
637
637
637
637
EXISTING ASPHALT
PAVING
NEW ASPHALT
PAVING
655
EXISTING ASPHALT
PAVING
NEW ASPHALT
PAVING
621
621
638
638
638
617
617
617
618
617
617
617
618
618
618
618
618
618
630
630
630
630
630
630
630
675
675
675
675
650
653
622
622
622
6'-0"
6'-0"
6'-0"
657
608
5'-0"
618
618
618
618
672
2'-6" CAR
OVERHANG
667
630
630
630
630
Main Entry
618
618
618
618
618
621
618
618
654
667
667
667
667
667
657
657
660
678
31'-10"
7'-2"
650
25'-10"
613
616
616
613
618
618
618
618
618
617
660
630
630
630
630
688
688
688
688
688
688
688
688
688
688
688
688
688
23'-3"
5'-6"
23'-0"
660
5'-6"
9'-5"
12'-0"
632
632
632
632
632
12'-0"
10'-3 1/2"
20'-9"
NEW FIRE LANE
644
644
17'-5 3/4"
16'-6"
24'-0"
16'-6"
2'-6" CAR
OVERHANG
2'-5"
2'-6" CAR
OVERHANG
657
657
658
658
620
620
620
620
620
620
626
626
626
626
30'-0"
NEW DRIVEWAY
9'-0" TYP
9'-0" TYP
9'-0" TYP
35'-4"
627
627
627
627
627
627
627
627
627
627
627
627
627
627
627
618
661
661
661
661
669
661
669
664
144'-4"
R3'-0"
R3'-0"
R3'-0"
R15'-0"
R15'-0"
R20'-0"
R20'-0"
R3'-0"
R5'-0"
R5'-0"
R3'-0"
676
676
6'-0"
19'-3"
676
676
678
678
678
678
603
603