HomeMy WebLinkAbout05-756 M-140
LC) L
('o r
U-BOL T
1/4" PLATE 4"0 PIPE
11/16"0 HOLE FOR 2 1/2" 2 1/2"
0
3/4"0 X 4" LAG BOLT
(TYPICAL OF 2) C5X9 11/16"0 HOLES o
— — — — — CHANNEL (TYPICAL OF 4)
2" 2" 0____
l'-6"
1" 1"
SECTION A -A SECTION B-B
1/4" PLATE
B
rn
I
4"0 PIPE
(TYPICAL)
1/4" THICK X 2" WIDE
UHMWP PIPE SLIDE
(TYPICAL)
LOOSE FITTING
U-BOLT WITH DOUBLE
NUTS, FLAT WASHERS
AND LOCK WASHERS
(TYPICAL)
�} L7UJJC I l-'LH IC C 5X9 CHANNEL
(TYPICAL) (TYPICAL)
l'-9" X 5" X 3/8"
B N THICK PL A TE
11/16"0 HOLE FOR
3/4"0 X 4" LAGS NOTE:
(TYPICAL OF 4) ALL MATERIALS SHALL BE
HOT DIP GALVANIZED.
DOS WALL PIPEE RT
SCALE: 1" = 1'
6x6 PREE
TREATED
PIPE
GAL V PIPE STRAP ONE
NOMINAL PIPE SIZE
LARGER THAN PIPE.
ATTACH TO TIMBER
WITH (2) GAL V LAG
BOLTS
USE
SCALE: 1" = l'
6x6 PRESSURE
TREATED TIMBER
SCALE: 1" = 1'
9s
PIPE
6 " SURFA
SCALE: 1 " = 5'
W
4� SCALE: 1 " = 5'
SECONDARY MEMBRANE LINER
4" RIGID INSULATION
6" SURFACE
COARSE
SCALE: 1 " = 5'
RECORD DRAWING
THESE DRAWINGS HAVE BEEN PREPARED
FROM MARKED -UP DRAWINGS SUPPLIED BY
THE CONTRACTOR. AN AS -BUILT SURVEY
HAS NOT BEEN CONDUCTED. FIELD VERIFY
ANY INFORMATION CONTAINED HEREON
BEFORE USING.
GAL V PIPE STRAP ONE
NOMINAL PIPE SIZE LARGER
THAN PIPE. ATTACH TO
TIMBER WITH (2) GALV LAG
BOLTS
(TYPICAL OF 2)
GRAVEL FILL COMPACTED
TO 957. MAXIMUM DENSITY
19.5' L
NOTES
B-LINE FIGURE B2100 PIPE STRAPS AND LAG BOLTS WITH ASTM A- 123 G90 HOT DIP GALVANIZED COATING. PROVIDE
(2) 3/8"0 X3- LAG BOLTS FOR PIPES 2"0 AND LARGER AND (2) 1/4"0 X 2- LAG BOLTS FOR PIPES SMALLER THAN
2
20.0 SUMP WITH 3- X 3/8- HS-20 LOAD RATED HOT DIP GALVANIZED STEEL BAR GRATE AND HOT DIP GALVANIZED ANGLE
IRON FRAME EMBEDDED IN CONCRETE.
REMOTE IMPOUND TRUCK CONTAINMENT SUMP SHALL BE MADE FROM ASTM A36 STEEL. ALL CONNECTIONS SHALL BE
CONTINUOUSLY WELDED UNLESS OTHERWISE INDICATED. ALL CORNERS AND PLATE SECTIONS SHALL BE CONTINUOUSLY
CONTROL JOINT WELDED AND LIQUID TIGHT. SUMP SHALL BE UNCOATED AND INSTALLED WITH TWO 17 POUND SACRIFICIAL ANODES.
SUMP COVER SHALL BE GALVANIZED SHEET METAL AND TOUCHED UP WITH COLD GALVANIZING COMPOUND.
(TYPICAL) 4
9 5.0' X 5.0' X 6" THICK REINFORCED CONCRETE APPROACH SLABS AT EACH END NOT SHOWN.
-14 STAINLESS STEEL HINGED COVER WITH LATCH,
PIANO HINGE 5 SECTIONS EQUAL LENGTH
12 GAUGE GALVANIZED
SHEET ME TA
STAINLESS
STEEL L A TCH---\
6" SURFACE COARSE
GRAVEL FILL COMPACTED TO
957. MAXIMUM DENSITY
SECONDARY MEMBRANE LINER
4" RIGID
INSULA TION
19.32'
EXPANSION JOINT
MATERIAL WITH
FLEXIBLE SEALANT
19.5'
-SUMP
6" THICK CONCRETE APPROACH SLAB WITH #5
REBAR 12" O.C. EACH WAY, TYPICAL EACH END
#5 REBAR 20.0'
(TYPICAL) o I 19.32 L 3X3X3/8" ANGLE
- — - I
I
2� STEEL BAR �, • I
GRA TE
L F_ 1 ALL PLATEA�/16"
�2"-12" 1
I TO ANGLE-12' 1
�- L 6X4X3/8" I
3-3/4" • 1 L 3X3X3/8" ANGLE I
1 N
SUMP _� I - I 1
I ^ L 3X3X3/8" END ANGLE 1
• 17.82' •
4. 0'
L 3X3X3/8" INTERMEDIATE
ANGLE
Iff
TD N
SCALE:
,
112
FL EXIBL E FUEL
RESISTANT
SEALANT
CON TROL JOIN T
5.0' MA TERIAL
1/4 1/2"x1 1/JO
FINISH
2q GRADE CONTROL JOIN T
#5 REBAR 12" 0. C. EACH WAY
9 TR 0 L 0 N T DEETL
34'- 0"
SCALE: NONE
EQUAL EQUAL EQUAL EQUAL , EQUAL
rz-----------------
- F — — — — — — — — — — — — — — — — —
-T-----------------
-----------------
-----------------
I
8"OX6" DEEP
I
SCHEDULE 40 PIPE
1/4" PLATE
I
L3X3X3/8" CORNER,
L3X3X3/8"
SUMP WITH 3/8 "
SUMP WA L S
1
1
I
1
PERIMETER, AND
END ANGLE
INTERMEDIATE ANGLE
(TYPICAL OF 4)
PLATE BOTTOM
1/4" PLATE
1
1
I
FLOOR
1
I
16" ALL ANGLE
-
I
I
/16" CONNECTIONS
2'-0"
1
-----------------
-----------------
-L-----------------
- - - - - - - - - - - - - - - - - JU
- - - - - - - - - - - - - - --
5/8"OX3" S3L NELSON STUDS 1.0'
16-0" EQUALLY SPACED @ 18" 0. C.
' VIE
/�E w (TYPICAL
PLAN L 6"X 4"X3/8" EACH END)
n
L3X3X3/8" -14
INTERMEDIATE ANGLE
(TYPICAL OF 4)
=L — — — — — — — — — — — — — — — —F
— — — — — — — — — — — — — — — — — — —— — — ——— — — — — — — — — — — — — — — — — —————————————————
`i I 11r---=---z---�--�—r-- r---=---z—�---r�LrTz'T14-----r---T---_w
I 1/4" PLATE1 1 1 L3x3x3/8" I°'
I1INTERMEDIATE ANGLEI---------------1--------- - - - --L--------- -------L------------------L------------------
CONTINUOUS
3/16" (TYPICAL) GRAVEL FILL COMPACTED ANDV VOID FOR
WI BEDD�NGSFROM EACH
EL E VA TION VIE W TO 95% MAXIMUM DENSITY SIDE AFTER PLACING SUMP
3" BEDDING
SCALE: 1 " = 2'
0
N
VERIFY SCALES
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY,
M
O
Z
a
W
Z
W
a
U)
a
J
a
W a
Y
aQ
� J
a
a
w
J ~
W W
:) J
LLY
Ya
J
�a
Z
Q M
CO
Jm
a
di
Em
0
L
U
Q
0
N
W
co
uj
co
Lu
U)
to
DRAWN BY: EE
CHECKED BY: GMO
DATE: 11 / 15/07
JOB NUMBER: 05-756
SCALE: AS SHOWN
DRAWING TITLE:
MECHANICAL DETAILS
SHEET: OF
M-14