Site Plan, Enlarged Plan, Elevation, Details, Rendering & Color Information

MAIN BODY
SW 7070
SITE WHITE
MEDIUM TONE
SW 7073
NETWORK GRAY
DARK TONE
SW 7075
WEB GRAY
WHITE ACCENT
SW 7006
EXTRA WHITE
ELEVATION
SECTION
A-A
INSIDE
OUTSIDE
A
A
CONC. SHALL BE 
CROWNED 2" ABOVE 
FINISHED SURFACE AT 
ALL POSTS
1/2" EXP. JOINT WHEN 
LOCATED IN CONC. 
APRON
LINE POST (TYP)
BARBED WIRE
SUPPORT ARM
COUPLING
BOTTOM 
TENSION WIRE
STRETCHER
BAR
TURNBUCKLE
CORNER, END, OR
PULL POST
TENSION
WIRE
BARBED WIRE 
@ 4" O.C.
TOP RAIL
 1'-0"
 
 
4'-0"
4" MAX
(GRADE TO 
TENSION WIRE)
3'-3" MIN
12" DIA.
NOTES:
1. FINISH GRADE IS TO BE WITHIN 3 INCHES 
OF BOTTOM OF FENCE FABRIC.
2. T.O. FENCE & BARBED WIRE NOT TO 
EXCEED HEIGHT OF ADJACENT CMU WALL.
3. BARBED WIRE IS TO ANGLE TOWARD THE 
INSIDE OF THE ENCLOSURE.
1' MAX
9"
4'-0"
3'-0"
6"
9"
NOTE:
TREAT PIPE WITH ZINC OXIDE 
PRIMER BEFORE PLACEMENT. 
PAINT EXPOSED PORTION OF 
PIPE WITH "SAFETY YELLOW" 
ENAMEL PAINT.
6" DIAMETER STANDARD
PIPE FILLED WITH CONCRETE
MOUND
CONCRETE ON
TOP OF PIPE
FILL AROUND PIPE WITH 
CONCRETE.
MOUND CONCRETE AT GRADE 
TO
DRAIN WATER AWAY FROM 
BASE OF
PIPE.
1
9
17
A
F
E QUEEN CREEK RD
QUEEN CREEK 
COMMERCE CENTER
BLDG A
QUEEN CREEK 
COMMERCE CENTER
BLDG B
(NOT IN SCOPE)
PROPANE 
TANKS
HAMILTON ST
A
200' - 5"
A1.5
5
14
F
MIN.
25' - 0"
02 22
TYP. OF 2
MIN.
3' - 0"
3' - 0"
16' - 0"
MIN.
3' - 0"
02 02
02 02
02 03
02 03
03 03
TYP.
03 13
08 03
08 04
08 04
6
A1.5
PT-1
PT-2
3' - 0"
8"
TYP.
3' - 0"
TYP.
4' - 0"
TYP.
4' - 0"
02 20
04 05
TYP.
02 15
TYP.
GATE
3' - 0" 1' - 3"
TYP.
5' - 0"
22' - 8"
TYP.
3' - 0"
16' - 6"
22' - 0"
3' - 0"
T.O. SLAB
0' - 0"
14
T.O. UPPER
PARAPET
45' - 0"
T.O. LOWER
PARAPET
43' - 0"
LOADING DOCK 
ELEVATION VARIES
02 20
03 13
08 03
08 04
TYP.
TYP.
09 12
04 05
02 15
T.O. WALL
5' - 0"
03 03
03 03
CHECKED
PROJ. NO.
DATE
DRAWN
REVISIONS
PROJECT NAME
SCALE
#
DATE
DESCRIPTION
AS NOTED
FOR REFERENCE ONLY
NOT FOR CONSTRUCTION
VLMK.COM
3933 S Kelly Avenue
Portland, Oregon 97239
503.222.4453
12/9/2022 1:25:20 PM
QUEEN CREEK CC
BLDG A TENANT
IMPROVEMENT
555A E QUEEN CREEK
RD
CHANDLER, AZ 85286
A1.5
EXHIBIT - PROPANE
TANKS
20220208
Checker
JMR
9 Aug, 2022
MATERIAL LEGEND (EXTERIOR ELEVATIONS)
KEYNOTE LEGEND
02 02
(E) ASPHALTIC CONCRETE PAVING.
02 03
(E) LOADING DOCK CONCRETE SLAB.
02 15
(N) CHAIN LINK FENCE WITH BARBED WIRE ABOVE.
02 20
(N) BOLLARD. SEE DETAIL THIS SHEET.
02 22
(N) 1,000 WG PROPANE TANK, PROVIDED BY OWNER, INSTALLED BY VENDOR.
03 03
(E) CONCRETE TILT-UP PANELS TO REMAIN.
03 13
(E) LOADING DOCK RETAINING WALL WITH GUARDRAIL.
04 05
(N) 8" CMU SCREEN WALL FOR PROPANE TANKS. T.O. WALL TO BE 5' - 0" A.F.F FROM
DOCK SURFACE.
08 03
(E) METAL OVERHEAD DOOR AT GRADE LEVEL TO REMAIN.
08 04
(E) METAL OVERHEAD DOOR AT DOCK LEVEL TO REMAIN.
09 12
PROVIDE SMOOTH STUCCO FINISH AND PAINT "SW 7070-SITE WHITE" OR APPROVED
EQUAL TO MATCH ADJECENT TRASH ENCLOSURE @ GL 9.
PROPANE TANK SPECIFICATIONS
Tank Number
Water Capacity
Diameter
Head Type
Overall Length
Overall Height
Leg Width
Leg Spacing
Weight
PT-1
1000 WG
41"
Hemi
16' - 0"
4' - 3"
1' - 8"
10' - 1"
1800 lbs
PT-2
1000 WG
41"
Hemi
16' - 0"
4' - 3"
1' - 8"
10' - 1"
1800 lbs
PROPOSED 
PROPANE TANK 
ENCLOSURE
APPROVED 
BULK TANK PAD 
ENCLOSURE
A1.5
3/4" = 1'-0"
2
GS01
FENCE CONSTRUCTION DETAIL
A1.5
1/2" = 1'-0"
3
GS121
BOLLARD DETAIL
0
A1.5
1" = 100'-0"
4
SITE PLAN
200
100
300
A1.5
3/16" = 1'-0"
5
SITE PLAN (PROPANE) - Callout 1
ENLARGED PROPANE TANK PLAN
A1.5
3/16" = 1'-0"
6
Elevation 7 - a
PROPANE TANK ELEVATION
A. VIEW FROM ENTRANCE @ HAMILTON ST (203')
5
12/01/22
DESIGN REVIEW EXHIBIT