HomeMy WebLinkAboutZ-7270 Map 3F.
SONIC
CAP
3" DIA, $CH. 40, GALVANIZED
STEEL PIPE 12'-0" LONG
I" x 6" x 8'-0" CEDAR
PLANKS ABUTTING EACH OTHER
FASTEN TO 2 x 4 WITH 1-1/2" GALV.
TWIST OR RING SHANK NAILS
2 x 4 TREATED FURRING ATTACHED
WITH 1/4" DIA. x 5" LONG GALv.
THRU BOLTS
8" THICK (4000 PSI)
SLAB W/"4 e 16 "oz. EA.
WAY CENTERED IN SLAB
8" DIA, 2'-0" DEEP GONG.
FOOTING AROUND PIPE
NOTE:
FINISH WITH CLEAR
WOOD PRESERVATIVE
REF_ "TRASH ENCLOSURE PLAN"
FOR ADDITIONAL INFO,
NOTE:
SITE FENCES WILL BE SIMILAR.
HEIGHT WILL BE NOTED
ON SITE PLAN.
BEARING —
51DE OF
HINGE FIELD
WELD TO
COLUMN
(4) PIPE BOLLARDS -
REF. SD -220
(3) 2 1/2" DIA. 10'-0"
LONG GALV. PIPES
IN 2'-0" DEEP 8"
DIA. CONCRETE
FOOTINGS
FRONT 2 1/2" DIA. PIPES
TO SHARE FOOTINGS
W/GATE POST AS SHOWN
(3) 4" x 6" GATE
POSTS IN 2'-0"
DEEP IS" DIA.
FOOTINGS
(8) STL. SLEEVES IN
GONG, TO RECEIVE
CANE BOLT - REF.
SD -3.09
PEN SIDE OF HINGE FIELD WELD
TO GATE ANGLE
CARRIAGE BOLTS
2" x 2" x 3/16" ANGLE FRAME
T54x6x3/16 GALV. STL. COLUMN
FILLED WITH CONCRETE
GATES AND FENCE ARE
6" CEDAR (FINISH WITH
WOOD PRESERVATIVE)
(4) CANE BOLTS
REF DETAIL
(3) GATE POSTS
EMBEDDED IN 2'-0" DEEP
18" DIA, CONCRETE FOOTING
A
-III-all v
FIELD VERIFY W/OPENING
2" x 2" x 3116"
ANGLES
COPE AND LAP
CANE BOLT
03 105 106
`141"" DIA. SOLID STEEL ROD
CANE BOLT 2'-0" LONG
I-1/8" WIDE x 6" DEEP
SLOT CUT INTO PIPE
(4) 1-1/4" O.D. PIPE WELDED
TO GATE FRAME 1'-4" LONG
NOTE:
PROVIDE 1-1/2" I.D. x 2"
DEEP STL. SLEEVE SET IN
CONCRETE AS SHOWN IN
"TRASH ENCLOSURE PLAN"
TO RECEIVE BOLTS
1 1/4"
09 110 I 11
14 115 116
3/4" STEEL BASE PLATE (10"x10")
1/4" STEEL LEVELING PLATE (10"xl0")
3/4" GROUT 3000 PSI MIN.
SONlC
4" x 6" x 3/16" TUBE STL. COLUMN
FILLED WITH CONCRETE IN 2'-0"
DEEP 18" DIA, FOOTING
2" x 2" x 3/16" ANGLE GATE
FRAME (PRIME AND PAINT GRAY)
SECURE I" x 6" CEDAR PLANKS
TO GATE FRAME WITH CARRIAGE
BOLTS - (4) PER PLANK
-I" GATE HINGE (MODEL° BHL BY
TRIPLE -6 STEEL 800-332-3655)
WELDED TO COLUMN AND GATE
ANGLE - REF. 6D-3.08 FOR
ADD'L HINGE MOUNTING INFO.
LIGHT AS SPEC.
SPEC.
2" HANDHOLE
THREADED BOLT PROJECTION
(2 1/2" MIN., 3" MAX.)
18" SONOTUBE
3/4"x24" ANCHOR BOLTS
(4) REQ'D-
3" CLR.
/--- FINISH GRADE
C
7
rLLI
F � Vry e
) y VERT. REINF. (4) IS BARS 0 d
-9 ALTERNATE LOCATIONS
FROM ANCHOR BOLTS. Q
NOTES: @ HORIZ. REINF. 03 HOOPS o U) -1
1. THIS FOUNDATION DESIGN IS BASED ON AN a 12" O.C. m
ALLOWABLE BEARING CAPACITY OF 2000 P.S.F.
IF THESE SOIL CONDITIONS DO NOT EXIST, THE Z U Z
CONTRACTOR SHALL BE RESPONSIBLE FOR 3/4" HEAVY WALL CONDUIT O J
PROVIDING NEW DESIGN BASED ON ACTUAL SOIL U �/
CONDITIONS, o r
111
2, THIS FOUNDATION IS BASED ON WIND 1�—
LOAD5 OF 80 mph. 3500 PSI GONG. - PLACE F -
DIRECTLY AGAINST
3. ALL REINFORCING STEEL SHALL CONFORM TO UNDISTURBED EARTH (TYP.) x
ASTM GRADE 60. FIRM, DRY, UNDISTURBED
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EARTH (TYP.)
VERIFYING THE BASE PLATE BOLT PATTEN.
8"0 BOLT CIRCLE �����
5. WHEN ORDERING BLOCK FINISHES, ADDITIONAL
LEAD TIME IS REQUIRED.
�
PROVIDE 3"x3" HOLE IN
BASE 4 LEVELING PLATE
FOR CONDUIT ACCESS S D
1 ® 23 DWG:
004835-SD3
SONIC
N
®
s
to
Q
Xo
@r
�o
@
Qtu
rcw
R�
O
m
oZ
v
Z
®Zw
®ww
e
O
01 3<1:
p
K�
wix
wrc
�w
rLLI
F � Vry e
) y VERT. REINF. (4) IS BARS 0 d
-9 ALTERNATE LOCATIONS
FROM ANCHOR BOLTS. Q
NOTES: @ HORIZ. REINF. 03 HOOPS o U) -1
1. THIS FOUNDATION DESIGN IS BASED ON AN a 12" O.C. m
ALLOWABLE BEARING CAPACITY OF 2000 P.S.F.
IF THESE SOIL CONDITIONS DO NOT EXIST, THE Z U Z
CONTRACTOR SHALL BE RESPONSIBLE FOR 3/4" HEAVY WALL CONDUIT O J
PROVIDING NEW DESIGN BASED ON ACTUAL SOIL U �/
CONDITIONS, o r
111
2, THIS FOUNDATION IS BASED ON WIND 1�—
LOAD5 OF 80 mph. 3500 PSI GONG. - PLACE F -
DIRECTLY AGAINST
3. ALL REINFORCING STEEL SHALL CONFORM TO UNDISTURBED EARTH (TYP.) x
ASTM GRADE 60. FIRM, DRY, UNDISTURBED
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EARTH (TYP.)
VERIFYING THE BASE PLATE BOLT PATTEN.
8"0 BOLT CIRCLE �����
5. WHEN ORDERING BLOCK FINISHES, ADDITIONAL
LEAD TIME IS REQUIRED.
�
PROVIDE 3"x3" HOLE IN
BASE 4 LEVELING PLATE
FOR CONDUIT ACCESS S D
1 ® 23 DWG:
004835-SD3
SONIC