HomeMy WebLinkAboutW-358307PROPOSED FLEXIBLE
PROPANE LINE (TYP)
SECURITY FENCE POST
(TYP)
8' WIDE GREEN VYNIL
COATED FENCE FABRIC
WITHOUT PRIVACY SLATS
m
SECURE FENCE FABRIC
TOGETHER AT OVERLAP WITH
HOG RINGS SPACED 1' -W MAX
5wild
PROVIDE VERTICAL PRIVACY
SLATS WITH VERTICAL
LOCKING FEATURE, SYSTEM
EQUAL TO PRIVA -MAX
PRIVACY SLAT, GREEN
V -0"
15/8" O.D. ROOF CROSS
BRACING AS NEEDED
PROPOSED CONNECTION TO
PROPANE TANK (TYP)
PROPOSED LIQUID
PROPANE LINE. SEE DWG
NO. E03 FOR CONTINUATION
TO FLUORIDATION BUILDING zl�
1
2' - 6'•
\f
CONTRACTOR SHALL WELD
CROSS BRACES AT
INTERSECTIONS
X / z
v
15' -0"
4' -0 "MAX
(TYP)
N
PROPANE TANK TOP VIEW
1/2' = 1' - 0"
GREEN VYNIL COATED
FENCE FABRIC
FENCE POST 8'-0'
SPACING MAX 8'
ON CENTER
CHAIN -LINK FENCE WITH CLOSED IN TOP
AND DOUBLE SWING GATE
NOT TO SCALE
15' -0"
2' -6"
FENCE FABRIC OVERLAP
DOUBLE GATE
ENTRANCE
PROPOSED V TALL
SECURITY FENCE WITH
PRIVACY SLATES
BOLLARD (TYP). SEE DETAIL
THIS SHEET
FENCE & GATE NOTES
FENCE HEIGHT IS MEASURED FROM CROWN OF TOP
RAIL TO FINISHED GROUND SURFACE
ALL POSTS AND RAILS SHALL BE SCH. 40 STEEL PIPE
UNLESS OTHERWISE NOTED, SIZE NOTED ON PLANS
SHALL BE O.D.
ALL COMPONENTS SHALL BE HOT DIPPED
GALVANIZED PER 9.16.3 (3) OF THE STANDARD
SPECIFICATIONS BASED ON MATERIAL TYPE. POSTS
AND RAILS TO GRADE 1, FABRIC TO CLASS 1.
HARDWARE TO MATCH GALVANIZING REQUIREMENTS
TO WHICH IT IS ATTACHED.
ALL FABRIC SHALL BE CORE WIRE GAUGE 9, GREEN
VYNIL COATED AND 2 -INCH MESH. EXCEPT FOR
RAILING EQUIVALENT FENCE, TOP AND BOTTOM
FABRIC SELVAGES SHALL BE TWISTED. TOP
SELVAGE OF RAILING EQUIVALENT FENCE SHALL BE
KNUCKLED. LEAVE NO MORE THAN 3 -INCH GAP
BETWEEN FINISHED GROUND SURFACE AND
BOTTOM SELVAGE.
UNLESS OTHERWISE NOTED ATTACH CHAINLINK TO
RAILS AND HORIZONTAL BRACES USING 13 GAUGE
WIRE @ 2' O.C. AND 9 GAUGE WIRE TO LINE POSTS
AT 15" O.C.
ADJUST FENCE POST LOCATIONS TO AVOID
CONFLICT WITH UTILITIES OR OTHER
STRUCTURES. MINIMUM 2' CLEARANCE.
FENCE TOP COVER SHALL BE GREEN VYNIL
COVERED FENCE FABRIC WITH CROSS RAILS.
VERTICAL SUPPORTS WILL NOT BE ACCEPTED.
MINIMUM FABRIC OVERLAP IS l'- 0 '.
EDGE OF CCTF BUILDING
PROPANE TANK MOUNTS.
ATTACH TO EXISTING
CONCRETE WITH CONCRETE
ANCHORS. SIZE PER TANK
SUPPLIERS RECOMMENDED
SIZE
POST FOOTING SCHEDULE
PROPOSED 500 GALLON
PROPANE TANK
(TYPICAL)
®-
"7"m - - - --
. . . . . . . . v .
FENCE POST AND RAIL SCHEDULE
END, PULL, GATE,
FOOTING
FOOTING
POST
(O.D. IN)
DIA.
DEPTH
EMBEDMENT
RAILS
IN
IN
MIN. IN
SWING GATE POST
18
48
42
FENCE LINE POST
12
36
30
END, CORNER,
16
42
36
PULL POST
PROPOSED 500 GALLON
PROPANE TANK
(TYPICAL)
®-
"7"m - - - --
. . . . . . . . v .
FENCE POST AND RAIL SCHEDULE
END, PULL, GATE,
LINE POSTS
TOP, MID,
CORNER POSTS
(O.D. IN)
BOTTOM
(O.D. IN)
RAILS
(O.D. IN)
GATE
2.875 5.563
2.375
1.66
REVISED TO CONFORM
TO CONSTRUCTION RECORDS
i�'Ja cL 9» ✓li.
RH2�ENGINEE -RN INC. DATE
PROPANE TANK SIDE VIEW
1/2 ° =1' -0"
CONCRETE DOME TOP
6' - 6"x 4 "SCH. 40 STEEL PIPE W/
CAP FILLED WITH CONCRETE. HOT
DIP GALVANIZE AFTER
FABRICATION, PAINT SAFETY
YELLOW.
LOCATE AS SHOWN ON PLAN @ 5'
O.C.
SAWCUT OR CORE DRILL
18" DIAMETER HOLE
EXISTING CONCRETE
DRIVEWAY
W- 358301
RM-1
CONCRETE DRIVEWAY
EMBEDMENT V
o >
b.
b b
e
b 6'
BOLLARD FOOTING CAST �— 1' -0"
AGAINST UNDISTURBED DIAM
NATIVE SOIL BOLLARD DETAIL
NOT TO SCALE
L\ REVISED PER CONSTUCTION RECORDS GAD I MLM 6/18/14
NO. REVISION BY REVIEW DATE
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ENGINEERS
PLANNERS
SCIENTISTS
RH2 ENGINEERING, INC.
http,//w*wrh2.com
merboxdrh2 -ccm 1.8007208052
EIELLINGHAM 360.676.6636
454 Nest Horton Road
EIOTHELL a .s51.
22722 29th Drive SE, Suite 210
EAST
WENATCHEE sasseszaoo
300 Simon Street. SAe 5
RICHLAND s6s.sass,er
114 Columbia Point Dr,, , Suite C
SILVERDALE 366.676.7866
2021 N1V IAhlre Rd. Suite 107
TACOMA 263.2729869
621 Padfc Avenue Suite IN
SCALE: SHOWN
0 1" 2"
DRAWING IS NOT TO SCALE
IF BAR IS NOT 2" LONG
OW ND
ccA E06
Jan 4, 2013
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rw.; 111 -016