Site Plan

UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
E
CAMINO  SAN  XAVIER
SD
SS
T
T
T
T
T
TR
TR
TR
EV
TR
TR
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
PARCEL 2
PARCEL 2
76 Unit Prototype
79 PARKING SPACES
Bldg Area: 17,590 SF
10.0' LANDSCAPE BUFFER
25.0' MIN. BSL
14.0' BSL min. (15' ADJ. Non-Residential)
25.0' MIN. BSL
6.0'
FIRE TRUCK
TURNING
RADIUS TYP.
STANDARD DUTY ASPHALT
PAVING IN DRIVE AISLE (TYP)
LIGHT DUTY ASPHALT
PAVING IN PARKING STALLS
(TYP)
SIDEWALK RAMP TO TIE
INTO EXISTING SIDEWALK
TIE INTO EXISTING CURB
AND GUTTER
SIDEWALK RAMP TO TIE
INTO EXISTING SIDEWALK
TIE INTO EXISTING CURB
AND GUTTER
DUMPSTER
ENCLOSURE
REINFORCED
HEAVY DUTY
CONCRETE
BUILDING ENTRANCE
ADA PARKING SIGN
BICYCLE PARKING (4)
PARKING FLUSH
WITH SIDEWALK
ASPHALT TO RAISE
TO MAKE
SIDEWALK AND
ASPHALT FLUSH
ASPHALT TO RAISE
TO MAKE
SIDEWALK AND
ASPHALT FLUSH
6" CURB AND
GUTTER (TYP)
6" CURB AND
GUTTER (TYP)
6" CURB AND
GUTTER (TYP)
STANDARD DUTY ASPHALT
PAVING IN DRIVE AISLE (TYP)
LIGHT DUTY ASPHALT PAVING
IN PARKING STALLS (TYP)
FIRE TRUCK
TURNING
RADIUS TYP.
4" SOLID
WHITE LINE
(TYP)
4" SOLID
WHITE
LINE (TYP)
REINFORCED HEAVY DUTY
CONCRETE DRIVEWAY APRON
REINFORCED HEAVY DUTY
CONCRETE DRIVEWAY APRON
10.8'
DIAGONAL 4"
SOLID WHITE
LINE AT 24"
OC (2, TYP)
5' SIDEWALK
ALONG
FRONTAGE
ADA PARKING SIGN
4" SOLID
WHITE LINE
(TYP)
R5'
R5'
10.0'
9.0'
6.0'
23.0'
14.1'
36.9'
81.3'
151.4'
R10'
ADA RAMPS
ADA RAMPS
6.0'
4.5'
6.0'
2.1'
0.5'
24.0'
6.0'
10.0'
10.0'
8.0'
8.0'
8.0'
8.0'
8.0'
8.0'
5.0'
5.0'
25.0'
R5'
18.5'
10.0'
R5'
17.3'
10.0'
R5'
R28'
R8'
R32'
R3'
R10'
14.0'
138.9'
18.5'
26.0'
18.5'
6.0'
10.0'
10.0'
23.0'
R5'
18.5'
10.0'
R5'
10.0'
R5'
R28'
R5'
R5'
10.0'
18.5'
10.0'
R3'
R3'
R15'
R3'
R3'
26.0'
R3'
R8'
R10'
R3'
26.0'
R10'
R5'
R5'
R30'
32.3'
25.0'
20.0'
10.0'
10.0'
R4.5'
4.8'
R33'
26.0'
18.5'
18.5'
26.0'
4.9'
R5'
R3'
R18'
R3'
R18'
6.3'
R5'
R5'
10.0'
10.0'
18.5'
10.0'
R3'
R5'
SITE PLAN
C3.0
OHE
OHE
OHE
PROPERTY LINE
ADJACENT PROPERTY LINE
SANITARY SEWER
WATER LINE
OVERHEAD ELECTRIC
UNDERGROUND ELECTRIC
GAS LINE
STORM PIPE
MAJOR CONTOUR
MINOR CONTOUR
WATER VALVE
FIRE HYDRANT
POWER POLE
STORM INLET
SANITARY SEWER MANHOLE
EXISTING LEGEND
PROPOSED LEGEND
GENERAL SITE NOTES
1.
ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB, PROPERTY LINE OR CENTERLINE OF STRIPING UNLESS OTHERWISE NOTED.
2.
ALL EXISTING EASEMENTS, RIGHTS-OF-WAY, AND LOT LINES MAY NOT BE SHOWN. REFER TO THE ALTA/NSPS LAND TITLE SURVEY PREPARED BY BOWMAN CONSULTING GROUP, LTD., DATED
02/08/2023, FOR COMPLETE BOUNDARY INFORMATION AND ASSOCIATED ENCUMBRANCES.
3.
A PRE-CONSTRUCTION MEETING WITH THE CITY OF GLENDALE, AZ ENGINEER SHALL BE HELD PRIOR TO CONSTRUCTION COMMENCEMENT.
4.
THE CITY OF GLENDALE, AZ SHALL BE GIVEN AT LEAST 48 HOURS NOTICE PRIOR TO PERFORMING ANY INSPECTIONS.
5.
TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE PROJECT PLANS, THE CURRENT EDITION OF THE AZDOT DESIGN STANDARDS AND THE LATEST MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD).
6.
ALL MECHANICAL EQUIPMENT TO BE ROOF MOUNTED AND SCREENED FROM HE STREET.
7.
CONTRACTOR TO PROVIDE AS-BUILTS OF ALL IMPROVEMENTS TO THE SITE.  AS-BUILTS TO INCLUDE HORIZONTAL AND VERTICAL LOCATIONS OF ALL UNDERGROUND UTILITIES INCLUDING, BUT
NOT LIMITED TO, PIPES, FITTINGS, STRUCTURES, AND OTHER APPURTENANCES. ELEVATIONS OF PIPES AT CROSSING POINTS MUST BE SUFFICIENT TO IDENTIFY MINIMUM SEPARATION OF
UTILITIES. IN ADDITION TO THE AFOREMENTIONED CRITERIA AS-BUILTS MUST MEET ALL LOCAL AND JURISDICTIONAL REQUIREMENTS FOR CERTIFICATION OF CONSTRUCTION.
8.
ALL AFFECTED SIDEWALKS, RAMPS AND CROSSWALKS, WILL BE BUILT AND INSPECTED TO MEET CURRENT ADA REQUIREMENTS.
9.
BUILDING SETBACK DIMENSIONS MEASURED TO OUTERMOST ARCHITECTURAL FEATURE. CONTRACTOR TO REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS.
10. PRIOR TO INSTALLATION, CONTRACTOR MUST VERIFY LOCATIONS OF LIGHT POLES, LANDSCAPING AND UTILITIES.
11. REFER TO GEOTECHNICAL ENGINEERING REPORT BY TERRACON DATED 01/26/2023 FOR PAVEMENT RECOMMENDATIONS.
PROPOSED BUILDING
CONCRETE SIDEWALK
STANDARD DUTY ASPHALT
LIGHT DUTY ASPHALT
HEAVY DUTY CONCRETE
6" CONCRETE CURB
PARKING SPACE COUNT
CONTRACTOR MUST REFER TO ARCHITECTURAL PLANS
FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OF
ALL OUTSIDE DOORS AND BUILDING UTILITIES
1' = 20'
1' = 20'
0
GRAPHIC SCALE
( IN FEET )
1 INCH     =             FT
20
20
40
20
80
10
SHEET
BOWMAN NORTH CAROLINA, LTD.
BOWMAN.COM
© Bowman North Carolina, Ltd.
10130 PERIMETER PARKWAY
SUITE 100
CHARLOTTE, NC 28216
Phone: (704) 412-7424
MODERN STAY - GLENDALE AZ
0 W CAMINO SAN XAVIER
GLENDALE, MARICOPA COUNTY, AZ
DESIGN
DRAWN
CHKD
KD
KD
BS
DATE
DESCRIPTION
02/27
50% SET
SCALE
H:
V:
JOB NO.
DATE:
FILE NO.
150032-03-001
FEB 28, 2023
XXXXXX-D-CP-XXX
PLAN STATUS
SHEET
SITE SUMMARY TABLE
SITE AREA
SITE AREA:
DISTURBED AREA:
IMPERVIOUS AREA:
PERVIOUS AREA:
ZONING
JURISDICTION:
ZONING:
FRONT SETBACK:
CITY OF GLENDALE, AZ
PAD (PLANNED AREA
DEVELOPMENT)
SIDE SETBACK:
REAR SETBACK:
1.59± AC. (82.4%)
1.59± AC.
1.93± AC.
PARKING SUMMARY
REQUIRED PARKING:
76 SPACES
1 SPACE / HOTEL ROOM
PROVIDED PARKING:
79 SPACES
1 SPACE / HOTEL ROOM
PARALLEL STALL DIMENSION:
23'
9' x 24'
MIN. DRIVE WIDTH:
15'
0'
25'
0.34± AC. (17.6%)
* REFER TO STATE SPECIFICATIONS FOR
MATERIALS & METHODS OF CONSTRUCTION
* SEE GEOTECH REPORT FOR ADDITIONAL
DETAIL AND INFORMATION
4" GAB OR CRUSHED CONCRETE
12" NON-PUMPING SUBGRADE
COMPACTED TO 98 PERCENT OF
THE MATERIALS AASHTO T-180
MAXIMUM DRY DENSITY
LIGHT DUTY
ASPHALT
STANDARD
DUTY APHALT
4" GAB OR CRUSHED CONCRETE
12" NON-PUMPING SUBGRADE
COMPACTED TO 98 PERCENT OF
THE MATERIALS AASHTO T-180
MAXIMUM DRY DENSITY
3" ASPHALTIC CONCRETE
3.5" ASPHALTIC CONCRETE
ASPHALT (FLEXIBLE) PAVEMENT SECTION
NTS
6" PORTLAND CEMENT CONCRETE
4" GRADED AGGREGATE BASE
MINIMUM 28 DAY COMPRESSIVE
STRENGTH OF 4000 PSI
MINIMUM SAWCUT DEPTH 2.0"
MINIMUM JOINT SPACING 16' X 16'
6" COMPACTED SUBGRADE
COMPACTED TO 98 PERCENT OF
THE MATERIALS AASHTO T-180
MAXIMUM DRY DENSITY
STANDARD
DUTY
CONCRETE
HEAVY DUTY
REINFORCED
CONCRETE
5" PORTLAND CEMENT CONCRETE
4" GRADED AGGREGATE BASE
MINIMUM 28 DAY COMPRESSIVE
STRENGTH OF 4000 PSI
MINIMUM SAWCUT DEPTH 1.5"
MAXIMUM JOINT SPACING 12' X 12'
6" COMPACTED SUBGRADE
COMPACTED TO 98 PERCENT OF
THE MATERIALS AASHTO T-180
MAXIMUM DRY DENSITY
* REFER TO STATE SPECIFICATIONS FOR MATERIALS &
METHODS OF CONSTRUCTION
* SEE GEOTECH REPORT FOR ADDITIONAL DETAIL AND
INFORMATION
#4 REBARS @ 12" OC EACH
WAY WITH 14' LAP SPLICE
2" CLEAR SPACE
CONCRETE (RIGID) PAVEMENT SECTION
NTS
STANDARD STALL DIMENSION:
10' x 18.5'
Planning Division
May 18, 2023