HomeMy WebLinkAboutWTR2703239.13POST HOLE CONCRETE:
LINE POSTS
MIN DEPTH=30"
MIN DIAMETER=12"
MIN POST EMBEDMENT=24"
GATE POSTS
36"
18"
30"
14 GAGE GALVANIZED BARBS IN A
4-POINT PATTERN, 0 5", 6 WIRES,
"V" SHAPE, VICTORY ARMS TYP.
6 GAGE BANDS, ® 14"
1-5/8" O.D. INTERMEDIATE
BRACE RAIL, TYP.
1-5/8" O.D. INTERMEDIATE
BRACE RAIL, TYP
2 3/8" O.D. LINE
POST MAX. 0 10' O.C.
9 GAGE WIRE
CLIPS, 0 24"
1 5/8" O.D.
TOP AND
BOTTOM RAIL
f fi
10' MAX. -�- 10' MAX.
CHAIN -LINK FENCE DETAIL
NOT TO SCALE
14 GAGE GALVANIZED BARBS
IN A 4-POINT PATTERN, 0 5",
6 WIRES, "V" SHAPE, VICTORY
ARMS TYP,
6 GAGE BANDS, @ 14"
NOTE:
PROVIDE LOCKABLE GATE.
4" O.D. GATE POST (TYPICAL).
'- BOTTOM HINGE 180' SWING
CHAIN -LINK GATE DETAIL
NOT TO SCALE CO3
s
BACKFILL TO BE
3/4" _ 4
WASHED ROCK
NOTE:
PROVIDE ALL NECESSARY TRUSS RODS AND
INTERMEDIATE RAILS FOR THE FENCE AND GATES
AS REQUIRED PER 2006 WSDOT TECHNICAL
SPECIFICATIONS WHETHER SHOWN OR NOT IN
THESE DETAILS, FENCE AND GATE SHALL BE
CONSTRUCTED TO TYPE 1 STANDARD.
BOTTOM HINGE
180' SWING
I
24'-0"
BOTTOM HINGE
180' SWING
6" a
a
a
PLAN
_�j
EXTERIOR FACE
OF BUILDING
CHAIN -LINK SWING GATE
14 GAGE GALVANIZED BARBS
IN A 4-POINT PATTERN, 0 5",
6 WIRES.
ROD MUST SIT
4"-6" IN CONCRETE
CHAIN -LINK DOUBLE SWING GATE DETAIL CHAIN -LINK SWING GATE AT ROLL -UP DOOR DETAIL
NOT TO SCALE CO3 NOT TO SCALE CO3
CROWN AT CENTER OF
WIDTH PER PLAN
5'-0" 2% SLOPE
FILTER STRIP =�
6" MIN
24
18" MIN
6" CRUSHED ROCK BASE COURSE
(1.25" MINUS) COMPACT TO FIRM AND
UNYIELDING CONDITIONS.
DRIVEWAY DETAIL - MT. OLIVET
NOT TO SCALE
W41P323913
V-0" MIN.
4" CLASS B ACP
UNDISTURBED NATIVE
IWI
REVISED TO CONFORM
TO CONSTRUCTION RECORDS
1
11 01 2007
RH2 ENGINEERING INC. DATE
UNLESS OTHERWISE NOTED, ROCK
'14, WALL SHALL BE CONSTRUCTED
PER WSDOT APWA SPEC 8-24
NATIVE BACKFILL, LIGHTL`
COMPACTED, 6" MINIMW
THICKNESS, 12" MAXIMUM
NON -WOVEN GEOTEXTILE FABRIC
EQUAL TO MIRAFI 140N
NATIVE UNDISTURBED SO
DRAINAGE MATE
CONSIST OF
ANGULAR, WELL -GRADED, 2"
TO 6" QUARRY SPALLS
MIN.
GRAVEL BACKFILL FOR '
DRAINS PER WSDOT
9-03.12(4),
MINIMUM HEIGHT
s
4" PERFORATED PIPE
DRAIN. ROUTE TO END OF
ROCKERY AND DAYLIGHT.
ROCK SHALL BE PLACED TO AVOID
CONTINUOUS JOINT PLANES IN
VERTICAL OR LATERAL DIRECTIONS.
WHEREVER POSSIBLE EACH ROCK
SHALL BEAR ON 2 OR MORE ROCK
BELOW IT WITH GOOD FLAT TO FLA
CONTACT. LONG DIMENSION OF
ROCKS SHALL BE SET
PERPENDICULAR TO THE CUT LINE
FOR MAXIMUM STABILITY.
2-MAN ROCK (18-28" DIA.)
PER WSDOT/APWA 9-13.7(1)
Iola
�ei�ISTsa�
EXPIRES 8/2/081
SIGNED. • 07128106
EXPIRES 7 15 2009
SIGNED: 07128106
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1 5-0" MAX. 1;
R ERING, INS _
I h ttp: //www. rh 2.com
6 3-MAN ROCK AT BASE mailbox®rh2.com
(28-36" DIA.) 1.800.720.8052
PER WSDOT/APWA 9-13.7(1) BELLINGHAM OFFICE
360, 676.0836
454 Nest Horton Road
l FINISH SURFACE
PER PLAN, TYP. FFICE
425.95 '.5400
12100 NE 195th Street, Suite 100
`•,ATCHEE OFFIC
kn
300 Simon Street, Suite 5
2'—D MIN PORT ORCHARD OFFICE
360.876.7960
600 Kitsop Street, Suite 101
BASE, RQ,CK WIDTH
— 3 -0 MIN. SCA E SHOWN
ROCKERY DETAI
L .
*0000000m 6m�
0 1" 2"
OWNER'S REPRESENTATIVE SHALL DRAWING IS NOT TO SCALE
_
REVIEW ROCKERY SUBGRADE PRIOR IF PAR IS NOT ?" 1 .ONC
TO ROCK PLACEMENT FOR BEARING PLOT: 1 DWG No.
CAPACITY C09
ENGINEER: ®JB �
L- CUT SECTION REVIEWED: MM
NOT TO SCALE
CO3
DATE: NOV 9, 2007SHEET
N°
REVISED TO CONFORM TO CONSTRUCTION RECORDS
CMR
MLM
11 /Ot /07
C� SENT: REN
13
REVISED PER BUILDING PERMIT
JMC
MLM
10/19/06
�oB No.: 105-079
733
N0.
REVISION
BY
REVIEW
DATE
FILENAME: GEN-D-009
f�i5-W 3123-1I