Site Plan

SIGHT VISIBILITY (50MPH DESIGN SPEED)  SD=625'
BILITY (50MPH DESIGN SPEED)  SD=625'
SIGHT VISIBILITY (50MPH DESIGN SPEED)  SD=625'
SIGHT VISIBILITY (50MPH DESIGN SPEED)  SD=625'
638.02'
1016.73'
45.50' R/W
174.00' R/W
45.50' R/W
194.55'
605.88'
595.96'
56.88' R/W
60.00' R/W
57.12' R/W
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
FIRE LANE (FIRE ACCESSIBILITY SITE PLAN). 
COORDINATE FINAL LOCATIONS W/ CIVIL
FIRE HYDRANT - COORDINATE LOCATIONS 
WITH CIVIL DRAWINGS
MAIN ENTRY / EXIT
SYMBOL:
DESCRIPTION:
INDICATES PROPERTY LINE
INDICATES ADJACENT EXISTING SITE 
CONDITIONS
INDICATES NEW SITEWORK
LIGHT POLE. COORDINATE W/ ELECTRICAL 
DRAWINGS
INDICATES PROPERTY LINE (RIGHT OF WAY)
PROJECT ADDRESS:
GREENFIELD & MCDOWELL
PROJECT SCOPE:
OFFICE/INDUSTRIAL 
/WAREHOUSE/DISTRIBUTION 
ASSESSOR PARCEL NO.:
141-26-006E
CURRENT ZONING:
LI
SITE AREA:
381,134 S.F. (8.75 AC) (INCLUDES 
PROPOSED R.O.W. AREA)
LANDSCAPE AREA:
LANDSCAPE AREA: 37,649 SQ.FT.
REQ: 18,825 SQ.FT. (50%)
PRO: 20,707 SQ.FT. (55%) S.F. 
STORIES:
TWO STORY
BUILDING AREA:
155,597 S.F.
LEVEL 1 TOTAL - 132,554 SF
OFFICE - 23,744 SF
WAREHOUSE - 108,810 SF
EXTERIOR COURTYARD(S)/RECREATION -
UNCOVERED- 2,745 SF
COVERED-
1,749 SF
TOTAL PROVIDED = 4,449 SF (2.8%)
TOTAL REQUIRED = 155,597*.01=1,556 SF
LEVEL 2 TOTAL - 23,043 SF
OFFICE - 22,024 SF
WAREHOUSE/STORAGE MEZZANINE - 1,019 SF
EXTERIOR BALCONY/RECREATION - 2,208 SF
LOT COVERAGE:
BUILDING: +/-34.8%
ALL SITE: +/-90%
OCCUPANCY:
B / S-1
CONSTRUCTION TYPE:
VB W/ E.S.F.R.
BUILDING HEIGHT:
40'-0"
PROJECT DESCRIPTION:
NEW WAREHOUSE / OFFICE BUILDING APPROXIMATELY 154,253 SQFT. 
ON 8.75 AC SITE, AT THE INTERSECTION OF GREENFIELD, AND 
MCDOWELL RD.
NOTE:
VERTICAL CONSTRUCTION WITH COMBUSTIBLE MATERIALS SHALL 
NOT BEGIN PRIOR TO ACCEPTANCE OF FIRE APPARATUS ACCESS 
ROADS AND FIRE HYDRANTS". 2018 IFC SECTION 501.4
NOTE:
STRUCTURE CONSTRUCTION SHALL COMPLY WITH REQUIREMENTS 
OF IFC CHAPTER 33 AND NFPA 241. 2018 IFC SECTION 3301.1
11' TALL STEEL 
TRELLIS CANOPY 
RAISED 
PLANTERS
DASHED LINE INDICATES 
COVERED PARKING. TYP.
30' - 0"
30' - 0"
14' - 0"
04-01
04-01
04-01
04-02
04-01
04-01
04-01
04-01
408' - 6"
189' - 2"
R.O.W.
65' - 0"
30' - 0"
56' - 5"
24' - 0"
SETBACK
21' - 0"
SETBACK
21' - 0"
80' - 8"
24' - 0"
9' - 5"
99' - 0"
24' - 0"
72' - 0"
9' - 7"
24' - 0"
12' - 0"
153' - 0"
12' - 1"
26' - 0"
24' - 0"
36' - 0"
24' - 0"
36' - 0"
26' - 0"
9' - 0"
18' - 0"
30' - 0"
40' - 0"
18' - 0"
40' - 0"
50' - 0"
51' - 10"
18' - 6"
6' - 0"
5' - 6"
30' - 0"
222' - 0"
270' - 0"
130' - 0"
42' - 0"
52' - 0"
35' - 2"
12' - 0"
PROPOSED PUBLIC 
ACCESS EASEMENT TO 
GREENFIELD ROAD
PROPOSED LOT LINE
PROPOSED 
SHARED DRIVE
TYPICAL PARKING 
SPACE DIMENSIONS
PIPELINE & DITCH EASEMENT 
(TO BE ABANDONED)
FIRE TRUCK 
RADIUS (TYP.)
PROPOSED 
6' SIDEWALK
15' PER PERIMETER 
LANDSCAPE SETBACK
(11-33-3.B.2.a.ii)
FIRE TRUCK HAMMER 
HEAD TURN-AROUND
EXISTING 8' CMU WALLS 
ON ADJACENT SITES
"PRIVATE/EMERGENCY 
ACCESS ONLY" SIGN
PROPOSED R.O.W.
20' BUILDING AND 
LANDSCAPE SETBACK
15' PERIMETER 
LANDSCAPE SET BACK 
(11-33-3.B.a.ii)
LANDSCAPE NOT 
REQUIRED WITHIN 
SCREENED STORAGE 
AREAS (11-30-7.C.2)
PEP ZONING
REFUSE ENCLOUSURE 
PER C.O.M. STD DTLS
40' BUILDING SETBACK 
ADJACENT TO PEP 
ZONING (BASED ON 
BUILDING HEIGHT)
04-01
EXISTING DRIVE ENTRY
8' P.U.F.E
WALKING PATH 
WITH 
LANDSCAPE
15' LANDSCAPE SETBACK
PEDESTRIAN 
CONNECTION TO ENTRY
L/S AREA
FIRE LANE
GARDEN 
AREA
EXISTING DRIVE ENTRY
L/S AREA
E NORCROFT ST
LI ZONING
FIRE LANE
FIRE LANE
FIRE LANE
L/S AREA
N GREENFIELD ROAD
L/S AREA
COVERED PATIO 
MIN. 900 S.F. ENTRY 
PLAZAS REQUIRED 
(11-33-5.A.1.a.1)
ADA PARKING SPACES WITH RAMPS
BUILDING AREA
155,597 S.F.
(132,554 S.F. FOOTPRINT, 
23,043 S.F. 2ND FLOOR)
30' CLEAR
NOT A PART
SES 3000A
XFMR
130' - 0"
COMMERCIAL TRASH 
COMPACTOR
65' - 6"
40' - 8"
29-02
29-02
ROOF ACCESS 
LADDER AND FIRE 
RISER ROOM.
48' - 0"
24' - 0"
8' - 0"
8' - 0"
30' - 0"
2' - 0"
2' - 0"
2' - 0"
25' - 0"
25' - 0"
25' - 0"
25' - 0"
25' - 0"
27' - 9"
BIKE PARKING TO 
ACCOMODATE 12 BIKES
BIKE PARKING 
ENCLOSURE TO 
ACCOMMODATE 
12 BIKES
4'-0" PARKING 
SCREENING WALL
8' - 8"
9' - 8"
30' - 4"
6' - 0"
9' - 11"
PERIMETER LANDSCAPE SETBACK
9' - 6"
16' - 0"
21' - 6"
21' - 6"
100' - 0"
A1.31
1
A1.31
2
56' - 2"
19' - 11"
19' - 11"
8 EV PARKING SPACES
2 ADA EV 
PARKING SPACES
12' FOUNDATION 
BASE — FACE OF 
BUILDING TO FACE 
OF CURB
15' BUILDING SETBACK
15' - 0"
6'-0" EX S/W
6'-0" EX S/W
6' - 0" SW
44' PROP SW
15' - 3"
SETBACK
21' - 0"
40' R/W
RIGHT OF WAY
04-01
SITE SCREENING WALL - MAXIMUM 8'-0" OR 4'-0" ABOVE THE
HIGHEST FINISHED GRADE OF THE PARKING AREA OR
STREET CURB. WHICHEVER IS HIGHER. MASONRY TO BE
SMOOTH-FACE CENTER SCORED, PAINTED TO MATCH
BUILDING. REFERENCE ARCHITECTURAL SITE DETAILS AND
COORDINATE WITH STRUCTURAL & CIVIL DOCUMENTS.
04-02
DECORATIVE SITE SCREENING WALL. MASONRY TO BE
SMOOTH-FACE CENTER SCORED, PAINTED TO MATCH
BUILDING. MAXIMUM 4'-0" ABOVE HIGHEST FINISHED GRADE
29-02
TELESCOPING GATE
GENERAL DRAWING NOTES
GRAPHIC LEGEND
REFERENCE KEYNOTES
PARKING INFORMATION
PROJECT DATA
1" = 40'-0"
SITE PLAN - OVERALL
1
A.
REFER TO THE A0.X SERIES DRAWINGS FOR ARCHITECTURAL
GENERAL NOTES, DRAWING, REFERENCE AND MATERIAL
SYMBOLS AS WELL AS ABBREVIATIONS USED ON THIS DRAWING.
B.
FOR BASIC LIFE SAFETY AND CODE INFORMATION APPLYING TO
THIS PROJECT, REFER TO G.X SERIES LOCATED PER THE
PROJECT SHEET INDEX.
C.
REFER TO A2.X.X SERIES FOR ARCHITECTURAL FLOOR  PLANS,
ROOF PLANS, & TILT WALL COORDINATION INFORMATION
D.
REFER TO AND COORDINATE WITH CIVIL, LANDSCAPE,
STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR
ADDITIONAL SITE INFORMATION NOT SHOWN ON THIS DRAWING.
E.
SITE SCREEN WALLS A MAXIMUM 8'-0" ABOVE THE HIGHEST
FINISHED GRADE OF THE PARKING AREA OR STREET CURB.
WHICHEVER IS HIGHER
F.
REFER TO AND COORDINATE WITH CIVIL DRAWINGS FOR ALL
FINISH GRADES.
G.
REFER TO A4.X.X SERIES DRAWINGS FOR ENLARGED EXTERIOR
ELEVATIONS, BUILDING SECTIONS,TILT WALL ELEVATIONS, &
WALL SECTIONS
THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND THE 
PROPERTY OF LGE DESIGN GROUP AND LGE DESIGN BUILD. THE USE 
OF THIS DRAWING SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR 
WHICH IT WAS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY 
LIMITED TO SUCH.
NOT FOR CONSTRUCTION
PROJECT NO:
ISSUE DATE:
PROJECT MANAGER:
ISSUE / REVISION LOG
5
4
3
2
1
A
5
B
C
D
E
F
G
4
3
2
1
A
B
C
D
E
F
G
1200 N. 52nd Street, Phoenix, AZ 85008
P: 480.966.4001 
DR 3RD SUBMITTAL -  07/13/26
7/13/2026 2:36:31
PM
Autodesk Docs://ER2 - Greenfield & McDowell/ER2 - Greenfield & McDowell.rvt
A1.00
ARCHITECTURAL SITE PLAN - OVERALL
--
--
GREENFIELD & MCDOWELL
ER2
N
REQUIRED PARKING:
OFFICE: 45,768 S.F./375 = 122 SPACES
INDUSTRIAL (MANUFACTURING): 64,829 S.F./600 = 108 SPACES 
WAREHOUSE (STORAGE): 45,000 S.F./900 = 50 SPACES
280 TOTAL SPACES REQUIRED
PROVIDED PARKING:
238 SPACES
1.55 CARS/1000
BIKE PARKING: 
238/10 = 23.8 REQUIRED
24 SPACES PROVIDED
EV PARKING: 
238*.01 = 2.38 REQUIRED
8 STANDARD SPACES 
2 ADA SPACES 
10 TOTAL SPACES
VICINITY MAP
PROJECT 
LOCATION
N GREENFIELD RD
E MCDOWELL RD
E NORCROFT ST
#
DESCRIPTION
DATE

1
K
L
PICNIC TABLE/ 
SEATING. TYP.
OUTDOOR 
FURNITURE. TYP.
EXTERIOR 
PLANTERS. TYP.
K
L
6
PICNIC TABLE/ 
SEATING. TYP.
CANOPY SHADE 
ABOVE. 
BIKE ENCLOSURE 
(12 BIKE STORAGE)
OUTDOOR 
FURNITURE. TYP.
OUTDOOR 
FURNITURE. TYP.
GENERAL DRAWING NOTES
N
REFERENCE KEYNOTES
A.
REFER TO THE A0.X SERIES DRAWINGS FOR ARCHITECTURAL
GENERAL NOTES, DRAWING, REFERENCE AND MATERIAL
SYMBOLS AS WELL AS ABBREVIATIONS USED ON THIS DRAWING.
B.
FOR BASIC LIFE SAFETY AND CODE INFORMATION APPLYING TO
THIS PROJECT, REFER TO G.X SERIES LOCATED PER THE
PROJECT SHEET INDEX.
C.
REFER TO A2.X.X SERIES FOR ARCHITECTURAL FLOOR  PLANS,
ROOF PLANS, & TILT WALL COORDINATION INFORMATION
D.
REFER TO AND COORDINATE WITH CIVIL, LANDSCAPE,
STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR
ADDITIONAL SITE INFORMATION NOT SHOWN ON THIS DRAWING.
E.
SITE SCREEN WALLS A MAXIMUM 8'-0" ABOVE THE HIGHEST
FINISHED GRADE OF THE PARKING AREA OR STREET CURB.
WHICHEVER IS HIGHER
F.
REFER TO AND COORDINATE WITH CIVIL DRAWINGS FOR ALL
FINISH GRADES.
G.
REFER TO A4.X.X SERIES DRAWINGS FOR ENLARGED EXTERIOR
ELEVATIONS, BUILDING SECTIONS,TILT WALL ELEVATIONS, &
WALL SECTIONS
THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND THE 
PROPERTY OF LGE DESIGN GROUP AND LGE DESIGN BUILD. THE USE 
OF THIS DRAWING SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR 
WHICH IT WAS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY 
LIMITED TO SUCH.
NOT FOR CONSTRUCTION
PROJECT NO:
ISSUE DATE:
PROJECT MANAGER:
ISSUE / REVISION LOG
5
4
3
2
1
A
5
B
C
D
E
F
G
4
3
2
1
A
B
C
D
E
F
G
DR 3RD SUBMITTAL -  07/13/26
7/13/2026 2:36:32
PM
Autodesk Docs://ER2 - Greenfield & McDowell/ER2 - Greenfield & McDowell.rvt
A1.31
ARCHITECTURAL SITE PLAN - ENLARGED
--
--
GREENFIELD & MCDOWELL
ER2
1/16" = 1'-0"
ENLARGED SITE PLAN - ENTRY/COVERED PATIO
1
1/16" = 1'-0"
ENLARGED SITE PLAN - GARDEN AREA
2
#
DESCRIPTION
DATE

GALV. STEEL TUBE SCUPPER, 
W/NON SLIP TOP. COLOR TO 
MATCH BUILDING
COORDINATE LENGTH WITH 
SITE PLAN
FACE OF 
CONCRETE 
CURB
AXON VIEW
RIP-RAP & LANDSCAPING -
WHEN PAVING NOT 
AGAINST TILT PANELS. 
CONFIRM W/ SITE PLAN 
WHERE OCCURS, TYP.
DIMENSION 
VARIES
RIP RAP TO BE 6"
WIDER THAN THE 
OUTSIDE EDGE OF 
DOWNSPOUT,TYP.
3 STUDS EQUALLY SPACED, 
WELDED TO STEEL TUBE
NOTE: COORDINATE DAYLIGHT LOCATION WITH ROOF DRAINS LOCATED ON ROOF PLAN, 
AND BUILDING ELEVATIONS. SEE PLUMBING DRAWINGS FOR DRAIN SIZING AND DETAILS
4" ABE FILL/GRADE TYP.
NOTE: TOP OF STEEL TUBE TO HAVE 
'NON-SLIP' SURFACE. ALL EXPOSED 
EDGES OF TUBE TO BE PAINTED TO 
MATCH BUILDING (ADD NON-SLIP GRIT)
TYP.
SECTION VIEW
STEEL SCUPPER
10" TYP
DAYLIGHT OPENING ON EXTERIOR WALL 
BEYOND - REF. PLUMBING FOR SIZING. HEIGHT 
AT +1'-0" FINISH GRADE U.O.N.
U.O.N.
1' - 0" TYP
TOOLED EDGES, BOTH SIDES, TYP.
DEPRESSED CONCRETE BED AT TUBE
4" ABE FILL/GRADE TYP.
NOTE: TOP OF STEEL TUBE TO HAVE 
'NON-SLIP' SURFACE. ALL EXPOSED 
EDGES OF TUBE TO BE PAINTED TO 
MATCH BUILDING (ADD NON-SLIP GRIT)
TYP.
SECTION VIEW
STEEL SCUPPER
10" TYP
DAYLIGHT OPENING ON EXTERIOR WALL 
BEYOND - REF. PLUMBING FOR SIZING. HEIGHT 
AT +1'-0" FINISH GRADE U.O.N.
U.O.N.
1' - 0" TYP
GALV. STEEL TUBE SCUPPER, 
W/NON SLIP TOP. COLOR TO 
MATCH BUILDING
NOTE: COORDINATE DAYLIGHT LOCATION WITH ROOF DRAINS LOCATED ON ROOF PLAN, 
AND BUILDING ELEVATIONS. SEE PLUMBING DRAWINGS FOR DRAIN SIZING AND DETAILS
GALV. STEEL TUBE SCUPPER, 
W/NON SLIP TOP. COLOR TO 
MATCH BUILDING
3' - 0"
(21" MAX)
EQ
(21" MAX)
EQ
VARIES
EXPANSION JOINT W/ SEALANT
CONC. WALL - REFERENCE 
STRUCTURAL
1 1/2" PIPE - PAINT
TRUCK RAMP
TRUCK COURT PAVING
BASE PLATE - PAINT TO 
MATCH RAILING
EL. VARIES
CONC. FOUNDATION -
REFERENCE STRUCTURAL
13
A1.61
Sim
17
A1.61
Sim
4% MIN. SLOPE
36" HIGH 1 1/2" DIA. TUBE 
GUARDRAIL ON CONC. LOW WALL
6"
4' - 0" TYP
3' - 0" TYP
60' - 0"
5' - 0"
SLOPE AREA 1/4" PER FOOT 
AWAY FROM BUILDING
65' - 0" OVERALL RAMP LENGTH
SCREEN WALL BEYOND [WHERE OCCURS]
6" CURB
PROVIDE (2) BOLLARDS BOLTED INTO SLAB AT 
INTERIOR ON BOTH SIDES OF DOOR 
PROVIDE (2) BOLLARDS AT TOP OF RAMP ON  
BOTH SIDES OF DOOR 
PROVIDE (2) BOLLARD AT TOP OF RAMP 
ALIGNED WITH RAILS
8'-0"
TRUCK COURT PAVING - REF. 
CIVIL DRAWINGS
2" CMU CAP - PAINT TO MATCH
EXPANSION JOINT W/ 
SEALANT
TRUCK COURT PAVING
VARIES PER GRADING - COORDINATE WITH CIVIL
CONC. FOUNDATION - COORDINATE 
W/ CIVIL AND STRUCTURE DRAWINGS
FLUID APPLIED WATERPROOFING -
EXTEND 12" - 16" ABOVE GRADE
SCREEN WALL NOTES
1. SITE SCREEN WALLS A 
MAXIMUM 8'-0" ABOVE THE 
HIGHEST FINISHED GRADE OF 
THE PARKING AREA OR STREET 
CURB. WHICHEVER IS HIGHER
3. SEE STRUCTURAL DRAWINGS 
FOR ALL FOOTING AND 
REINFORCING INFORMATION
4. COORDINATE OPENINGS AND 
WEEPS IN BOTTOM OF WALLS 
WITH CIVIL DRAWINGS. 
SCREEN WALL NOTES
1. SITE SCREEN WALLS A MAXIMUM 8'-0" ABOVE THE 
HIGHEST FINISHED GRADE OF THE PARKING AREA OR 
STREET CURB. WHICHEVER IS HIGHER
3. SEE STRUCTURAL DRAWINGS FOR ALL FOOTING AND 
REINFORCING INFORMATION
4. COORDINATE OPENINGS AND WEEPS IN BOTTOM OF 
WALLS WITH CIVIL DRAWINGS. 
HEIGHT FROM GRADE OUTSIDE TRUCK COURT
8'-0" MAX
2" CMU CAP
EL. VARIES
CONC. FOUNDATION - COORDINATE W/ 
CIVIL AND STRUCTURE DRAWINGS
FLUID APPLIED WATERPROOFING -
EXTEND 12" - 16" ABOVE GRADE
TRUCK RAMP
EXPANSION JOINT W/ SEALANT
3' - 0"
3"
4"
6"
4"
1' - 2"
SEE PLANS
48"  TYP. U.N.O.
6" DIA. STEEL PIPE BOLLARD, 
TYP.  FILL SOLID W/ CONCRETE, 
CROWN TOP. PAINTED HIGH 
VISIBILITY YELLOW
PAVING / CONCRETE AS OCCURS, 
SEE CIVIL
CONCRETE FOOTING AT BASE. 
SEE STRUCTURAL. 
REFLECTIVE TAPE
4
A1.61
MAX.
4' - 0"
MAX.
4' - 0"
TYP.
EQ
TYP.
EQ
FIRE HYDRANT
(4) BOLLARDS
TYP
EQ
TYP
EQ
PROV. POLE CAP PER MFR.
LIGHT FIXTURE PER 
ELECTRICAL SITE 
PLAN 
CONDUIT BY ELEC., SEE 
ELECTRICAL DWGS.
CONC. BASE - REF. 
ELECTRICAL DRAWINGS
NOTE: POLES IN LANDSCAPE 
AREAS TO BE PLACED OUT OF 
REQUIRED SPACE FOR 
VEHICLE OVERHANG
SEE  ELECTRICAL
1' - 0"
2' - 6"
LIGHT POLE AND BASE 
CONNECTION PER 
FIXTURE MFR.
LIGHT POLE BASE COVER
NO SHRINK GROUT W/ 
BASE PLATE AND DOUBLE 
SETTING NUTS AND BOLTS 
PER ELEC.
1" CHAMFER AT BASE 
EDGES
ADJACENT FINISHED GRADE
3" X 5" HANDHOLE W/ 
COVER LIGHT POLE BASE 
COVER NO SHRINK GROUT 
W/ BASE PLATE AND 
DOUBLE SETTING NUTS 
AND BOLTS PER ELEC.  1" 
CHAMFER AT BASE EDGES
3' - 0" MIN
TO FACE OF CURB OR INTERIOR 
(TRUCK COURT SIDE) OF SCREEN 
WALLS U.O.N. REF SITE PLAN
NOTE: CONCRETE POLE 
BASES IN TRAILER PARKING 
AREAS ARE TO BE 48".
4' - 0" AT TRUCK COURTS
SEE STRUCTURAL
GENERAL CONTRACTOR
YEAR
9 1/4"
5"
NOTE:
1. 
PLAQUE TO BE CENTERED AT BUILDING 
ENTRY 
2.
REFERENCE SITE PLAN FOR 
LOCATION(S)
CENTER PLAQUE ON DOOR
1' - 0"
TOP OF RAIL
3' - 0"
PAINTED DEA187 BLACK 1 
1/2" DIA. STEEL HANDRAIL
PROVIDE A 
SLEEVE 
CONNECTION 
AT CONCRETE
1' - 0"
1/2" RADIUS TOOLED 
EDGE (TYP)
*NOTE:
-SEE CIVIL FOR FINAL GRADES. COORDINATE FINAL 
LOCATIONS, RISERS & TREAD COUNTS WITH SITE PLAN.
-RISERS TO BE OF EQUAL DIMENSION
-TREADS TO BE OF EQUAL DIMENSION
SEE STRUCTURAL FOR 
SIZE AND REINFORCING 
REQUIREMENTS
11"
TYP
7" MAX
TRANSFORMER, 
SEE ELECTRICAL
8' - 6" CLEAR
CLR
2' - 0"
CLR
2' - 0"
CLR
2' - 0"
CONFIRM CONCRETE PAD LENGTH W/ ELECTRICAL
CONFIRM CONCRETE PAD WIDTH W/ ELECTRICAL
*BOLLARDS TO BE EQUALLY SPACED -
6'-0" MAX SPACING IN EITHER 
DIRECTION. -G.C. TO COORDINATE 
PLACEMENT/FOOTING W/ 
UNDERGROUND UTILITIES
[FOR REFERENCE]
PAVING AS OCCURS, SEE 
CIVIL
STEEL COLUMN, TYP. PAINTED DEA187 BLACK
NOTES:
1. ALSO SEE SITE PLAN FOR MORE INFO.
2. PARKING CANOPY IS BY SEPARATE PERMIT AND 
REVIEW, BY OTHERS
3. COLUMN AND BEAM TO BE WIDE FLANGE
4. PREFABRICATED DRAWINGS FOR ALL MEMBERS AND
CONNECTIONS, TYP.
5. ALL VISIBLE METAL TO BE PAINTED DEA187 BLACK.
MIN.CLEAR PER A.D.A.
8' - 6"
PARKING CANOPY PV PANELS 
PV SUPPORT STRUCTURE
FOOTING 
AS 
REQUIRED
20' - 0"
DOUBLE SIDED CANOPY (WHERE 
OCCURS, REFER TO SITE PLANS.)
1" = 1'-0"
SCUPPER AT WALKWAY
11
11
11
11
1/2" = 1'-0"
GUARD RAIL AT LOADING DOCK
13
13
13
13
1/4" = 1'-0"
TRUCK RAMP SECTION
9
1/2" = 1'-0"
SCREEN WALL AT TRUCK COURT
10
10
10
10
1/2" = 1'-0"
SCREEN WALL AT TRUCK RAMP
17
17
17
17
3/4" = 1'-0"
TYPICAL BOLLARD
4
3/4" = 1'-0"
FIRE HYDRANT AT TRUCK COURT
8
3/4" = 1'-0"
LIGHT POLE DETAIL
20
20
20
20
6" = 1'-0"
LGE PLAQUE DETAIL
12
12
12
12
3/4" = 1'-0"
CONCRETE STAIR HANDRAIL
14
14
14
14
1" = 1'-0"
CONCRETE STAIR SECTION
18
18
18
18
3/16" = 1'-0"
TYPICAL TRANSFORMER LAYOUT
16
16
16
16
THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND THE 
PROPERTY OF LGE DESIGN GROUP AND LGE DESIGN BUILD. THE USE 
OF THIS DRAWING SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR 
WHICH IT WAS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY 
LIMITED TO SUCH.
NOT FOR CONSTRUCTION
PROJECT NO:
ISSUE DATE:
PROJECT MANAGER:
ISSUE / REVISION LOG
5
4
3
2
1
A
5
B
C
D
E
F
G
4
3
2
1
A
B
C
D
E
F
G
DR 3RD SUBMITTAL -  07/13/26
7/13/2026 2:36:33
PM
Autodesk Docs://ER2 - Greenfield & McDowell/ER2 - Greenfield & McDowell.rvt
A1.61
SITE DETAILS
--
--
GREENFIELD & MCDOWELL
ER2
1/4" = 1'-0"
PARKING CANOPY
2
#
DESCRIPTION
DATE

1' - 0"
T.O. POST
2"
8"x8" TUBE STEEL 
POST W/CAP
1/4" STL BENT PLATE 
RETAINER WELD TO 
T.S. END POST. 
PAINT TO MATCH
GATE ROLLER 
GUIDES-1/2" ALL 
THREAD W/ 
WASHERS & DBL 
NUTS AND RUBBER 
WHEELS AS SHOWN
GATE & FRAME WITH 
1 1/2" METAL DECK
8"
8"
NOTE:
GATES AND METAL COMPONENTS TO BE PAINTED P4
* OCCURS WHERE ROLLING GATE IS 
ADJACENT TO WROUGHT IRON FENCE
3"
3"
REAR
(YARD SIDE)
FRONT
(PUBLIC VIEW SIDE)
1 1/2" METAL DECK SEE 
GATE ELEVATION FOR 
FLUTE ORIENTATION
CONT. 2" x 2" STEEL ANGLE 
CENTERED ON T.S. 
PERIMETER FRAME
CONT. 3" x 3" TUBE STEEL 
PERIMETER FRAME
4" WIDE, 3/8" THICK 
DIAGONAL STEEL STRAP 
BRACE
NOTE:
GATES AND METAL COMPONENTS TO BE PAINTED P4
6"
7' - 2"
4"
8' - 0"
SELF-CLOSING 
HEAVY SPRING
PAINTED 2"X2" 
ORNAMENTAL 
METAL TUBE. P4
WROUGHT IRON POST 
INTO CONCRETE POUR
LATCHING DOOR 
HARDWARE W/ LICK
2"
3' - 0" MIN.
2"
NOTE:
ALL WELDS AND 
CORNERS GRIND SMOOTH
REF. SITE PLAN
6' - 0"
6' - 0"
8"
12' - 0"  CLEAR BETWEEN ENCLOSURE WALLS
8"
12' - 0"  CLEAR BETWEEN ENCLOSURE WALLS
8"
26' - 0"  OVERALL
6' - 0"
6' - 0"
6' - 0"
1/2"∅CANE BOLT W/ PIPE SLEEVES IN CONC. APRON 
(PROVIDE SLEEVES IN PAVED SURFACE AT HOLD OPEN 
POSITION AND CLOSED)
LOCKABLE HASP
2" x 1/4" STEEL 
PLATE, TYP.
22 GA. 
GALVANIZED 
METAL "B" DECK, 
PAINT DEA187 
BLACK.
'POWER HINGE' #4 
ON 6" SQUARE 
CONC. FILLED POST, 
TYP. PAINTED 
DEA187 BLACK
3" x 3" x 1/4" STEEL 
ANGLE FRAME 
GRIND WELDS, 
MITER CORNERS 
SMOOTH, PAINTED 
DEA187 BLACK
A1.62
14
6' - 0"
TYP.
REFER TO SITE PLAN FOR WALL LENGHTS
P3
1
P1
2
3
10
A1.61
Sim
KEYNOTES:
1. 1" CMU CAP TYP. (PAINT P-1)
2. 8" X 8" X 16" MASONRY WALL (TYP.)
3. HATCHED AREAS INDICATED 
PAINTED CMU BLOCK FINISH (TYP.)
PAINT KEY:
P-1: DUNN EDWARDS SILVER LINED 
DE6353
P-3: DUNN EDWARDS TARNISHED 
SILVER DE6355
P1
P3
CONTRACTION 
JOINT
NET 24' MIN. WIDTH ACCEPTABLE WITHOUT MIDWALL
NET 12' MIN. WIDTH ON EACH SIDE OF MIDWALL
6" THICK 
CONCRETE 
PAD
10' MIN.
9' MIN.
3' TYP
3' TYP
3' TYP
3' TYP
CONSTRUCTION 
JOINT
1/4" STL BENT GATE 
RETAINER, WELD TO 
TS BOLLARD W/ 
RUBBER WHEELS AS 
SHOWN, BEYOND, 
PAINT TO MATCH
1/2" ALLTHREAD W/ 
WASHERS & DBL 
NUTS
WALLS, AS OCCURS
GATE & FRAME & 
WHEEL, SEE DETAIL 
THIS SHEET, PAINT
CONT. 6" STL CHANNEL 
& 2" DIA STEEL 
WEEPHOLES AT 36" O.C. 
WELD TO CHANNEL & 
SET IN CONC.
TOOLED EDGE
CONT. 3/4" X 3/4" X 1/8" 
ANGLE W/ 1/8" X 1" 
WELDED TO CHANNEL
EMBEDS AS REQUIRED 
BY MANUFACTURER
EXP JOINT 
SEALANT AT 
YARD WALL, 
BEYOND
CONC. RUNWAY -
3000 PSI/28DAY
ABC BASE COURSE & 
SUBGRADE, SEE CIVIL
NOTE: WHERE GATE OCCURS ADJACENT TO YARD/SITE WALL, OMIT PAVING AND POUR SOLID 
W/CONCRETE.
PROVIDE CONTROL 
JOINTS IN CONC. AT 10" 
O.C, TYP. EACH SIDE
FILTER FABRIC
EARTH BED
2' - 2"
FRONT PANEL
BACK PANEL
CONC. RUNWAY WITH 
CONT. 4" STEEL 
CHANNEL.
22 GA GALV MTL "B" 
DECK, PAINT - P4
3" X 3" TS FRAME WITH 
2" X 2" X 3/16" ANGLE, 
GRIND WELDS, 
CORNERS SMOOTH. 
PAINT - P4
STEEL LOOP WELDED 
TO GATE FRAME. 
V GROOVE 
"POWER WHEEL"
POST
GATE OPERATOR
REFERENCE SITE PLAN FOR CLEAR OPENING AND VERIFY WITH ROLLING GATE MANUFACTURER FOR FINAL GATE DIMENSIONS
*CONFIRM MASONRY 
SCREEN WALL OR 
WROUGHT IRON FENCE 
WITH SITE PLAN
POST BEYOND - PAINT POST CAP TO MATCH
11
A1.62
POST WHERE OCCURS - PAINT POST CAP TO MATCH
5"
12"
3"
CANE BOLT IN OPEN POSITION
STEEL GATE ASSEMBLY
1/4" STEEL ANGLE CLIP TO ACCEPT  
CANE BOLT IN OPEN POSITION
1" ~ BENT ROD CANE BOLT 1/4" STEEL 
ANGLE CLIP TO ACCEPT PAINTED 
DEA187 BLACK
CANE BOLT PROVIDE SHIM PLATE TO 
WELD AT BOTTOM OF TUBE 
T.O. PAVING - SEE CIVIL DRAWINGS
4"
4"
8"
2"
5"
8'-0" OR 4'-0" REFER TO SITE SECTION FOR HEIGHT
3'-0"
2" CMU CAP - PAINT [P2]
CONC. FOUNDATION -
COORDINATE W/ CIVIL AND 
STRUCTURE DRAWINGS
FLUID APPLIED 
WATERPROOFING - EXTEND 
12" - 16" ABOVE GRADE
SCREEN WALL NOTES
1. PARKING SCREEN WALLS A MAXIMUM 3'-0" ABOVE THE HIGHEST FINISHED GRADE OF THE 
PARKING AREA OR STREET CURB. WHICHEVER IS HIGHER
3. SEE STRUCTURAL DRAWINGS FOR ALL FOOTING AND REINFORCING INFORMATION
4. COORDINATE OPENINGS AND WEEPS IN BOTTOM OF WALLS WITH CIVIL DRAWINGS. 
8"X16" CMU STACKBOND -
PAINT [P2]
CMU CAP -
PAINT [ P2]
FIN. GRADE -
COORDINATE W' 
CIVIL DRAWINGS
7
A1.62
8"X16" CMU 
STACKBOND -
PAINT [P2]
1 1/2" = 1'-0"
ROLLING GATE AT POST
15
15
15
15
3" = 1'-0"
TYPICAL ROLLING GATE FRAME
19
19
19
19
1/2" = 1'-0"
WROUGHT IRON SWING GATE
13
13
13
13
THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND THE 
PROPERTY OF LGE DESIGN GROUP AND LGE DESIGN BUILD. THE USE 
OF THIS DRAWING SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR 
WHICH IT WAS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY 
LIMITED TO SUCH.
NOT FOR CONSTRUCTION
PROJECT NO:
ISSUE DATE:
PROJECT MANAGER:
ISSUE / REVISION LOG
5
4
3
2
1
A
5
B
C
D
E
F
G
4
3
2
1
A
B
C
D
E
F
G
DR 3RD SUBMITTAL -  07/13/26
7/13/2026 2:36:35
PM
Autodesk Docs://ER2 - Greenfield & McDowell/ER2 - Greenfield & McDowell.rvt
A1.62
SITE DETAILS
--
--
GREENFIELD & MCDOWELL
ER2
1/2" = 1'-0"
DOUBLE TRASH ENCLOSURE GATE ELEVATION
10
10
10
10
1/2" = 1'-0"
SITE WALL ELEVATIONS
5
3/16" = 1'-0"
DOUBLE WIDE BIN ENCLOSURE
9
3/4" = 1'-0"
TELESCOPING GATE
11
11
11
11
1/2" = 1'-0"
TELESCOPING GATE ELEVATION
12
12
12
12
1 1/2" = 1'-0"
CANE BOLT DETAIL
14
14
14
14
1" = 1'-0"
CMU BREEZE WALL
17
17
17
17
1/2" = 1'-0"
PARKING SCREEN WALL
7
1/2" = 1'-0"
PARKING SCREEN WALL ELEVATION
3
#
DESCRIPTION
DATE