HomeMy WebLinkAboutS-070831A 8 C n r F I I
Z
NOTES:
1. MATERIAL IS CAST IRON ASTY A48 CLASS 30.
2. DRILL AND TAP THREE 5/8"-11 NO HOLES THROUGH
FRAME AT 120' AND 11 11/16" RADIUS,
WATER TIGHT
LOCKING MANHOLE FRAME (-19
SCALE: NONE l,,S103)
SECTION G
SCALE: NONE
TO
SK
E
-I-1 i F7-I-7-
NOTES:
1- USE WITH THREE LOCKING BOLTS 5/8"-11 NO STAINLESS TYPE 304
STEEL SOCKET HE-AD (ALLEN HEAD) CAP SCREWS 2" LONG. DRILL
HOLES SPACED 120' AT 11 1/16" RADIUS.
2. MATERIAL IS DUCTILE IRON ASTM A536 GRADE 80-55-06
0
3, DRILL THREE I INCH HOLES SPACED AT 120 AND 9 1/2" RADIUS.
LOCKING MANHOLE UID 20
SCALE: NONE 11S103
25"
2 1 /811
7777 � I
1/4"-J� CC 1 3%16 " -i
cc
SECTION
SCALE: NONE
1 1/16" FROM CENTER
Go
� = Go
3/8" x 5/16" NEOPRENE
GASKET (RECESSFD
14t60 :D i
UROMETER �A�DNESS
BOLT —DOWN DETAIL 21
SCALE: NONE
F-1/2" SO.
1/4" SO-
-4/16
LOVER SKID DESIGN DE-,A,''
COVER SKID DESIGN DETAIL 22"�
SCALE: NONE
Record Drawing12/00
These drawings have been
modified to conform with
information provided by the
contractor. See orig'nal file I
copies for engineer's
I professional, seal.
z
00
k—ALL 2 DAYS �5
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—0
BEFORE YOU D 1, G z trU
j <
1-800-424—
5555
c)
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T
DEPARTMENT OF NATURAL RESOURCES
JAN. 1998
CARRY STRUTHERS ASSOCIATES, INC. K.J.D. 1 ic I BRYN MAWR SYSTEM IMPROVEMENTS
S DRAWN: SCAI E SCHEDULE A ,FILE �.
3150 R'cha'rd Road, Suite 100'
Be'levue, WA 98005-4446 ICG"
DETAIL SHEET 7
REVISED PER RECORD DRAWING MARKUPS MKIN 12-00 Phone: (425) 519-0300 ;RECOMMENDED: AS SHOWN ERAW NO N.
Fax:
CONFORMED (425) 519-0309
C13 7
CGH 2/98 le' 1�2454eft� No. King County WATER TIGHT LOCKING
No. REVISION I BY APP'Di 3 DATE APPROVED:
C73130C r�11171 NO OF
MANHOLE FRAME & COVER
J H
2" 1/4"
24"
L4�
I L
23 324-,
-----------
33 3/4"
SECTION G
SCALE: NONE
TO
SK
E
-I-1 i F7-I-7-
NOTES:
1- USE WITH THREE LOCKING BOLTS 5/8"-11 NO STAINLESS TYPE 304
STEEL SOCKET HE-AD (ALLEN HEAD) CAP SCREWS 2" LONG. DRILL
HOLES SPACED 120' AT 11 1/16" RADIUS.
2. MATERIAL IS DUCTILE IRON ASTM A536 GRADE 80-55-06
0
3, DRILL THREE I INCH HOLES SPACED AT 120 AND 9 1/2" RADIUS.
LOCKING MANHOLE UID 20
SCALE: NONE 11S103
25"
2 1 /811
7777 � I
1/4"-J� CC 1 3%16 " -i
cc
SECTION
SCALE: NONE
1 1/16" FROM CENTER
Go
� = Go
3/8" x 5/16" NEOPRENE
GASKET (RECESSFD
14t60 :D i
UROMETER �A�DNESS
BOLT —DOWN DETAIL 21
SCALE: NONE
F-1/2" SO.
1/4" SO-
-4/16
LOVER SKID DESIGN DE-,A,''
COVER SKID DESIGN DETAIL 22"�
SCALE: NONE
Record Drawing12/00
These drawings have been
modified to conform with
information provided by the
contractor. See orig'nal file I
copies for engineer's
I professional, seal.
z
00
k—ALL 2 DAYS �5
�z
—0
BEFORE YOU D 1, G z trU
j <
1-800-424—
5555
c)
z
T
DEPARTMENT OF NATURAL RESOURCES
JAN. 1998
CARRY STRUTHERS ASSOCIATES, INC. K.J.D. 1 ic I BRYN MAWR SYSTEM IMPROVEMENTS
S DRAWN: SCAI E SCHEDULE A ,FILE �.
3150 R'cha'rd Road, Suite 100'
Be'levue, WA 98005-4446 ICG"
DETAIL SHEET 7
REVISED PER RECORD DRAWING MARKUPS MKIN 12-00 Phone: (425) 519-0300 ;RECOMMENDED: AS SHOWN ERAW NO N.
Fax:
CONFORMED (425) 519-0309
C13 7
CGH 2/98 le' 1�2454eft� No. King County WATER TIGHT LOCKING
No. REVISION I BY APP'Di 3 DATE APPROVED:
C73130C r�11171 NO OF
MANHOLE FRAME & COVER
J H