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CONC. UTILITY VAULT EXTENSION (� FjpN TL
EXTENSION Provide access H
\ to capped flang \ 'F•
18"
overlap \
both ends \\
84"C SING
✓e�Y
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rovide access MH s \
to water valve _ 2s
SECTION ' A'
Verify, location \of
12" Watermain 8k\ OP
8 provide opening
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GRAPHIC SCALE
S 10 20
( INFM)
1 inch = 10 ft.
40
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60" WATERMA►N
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12 \ MA
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IE = 0
325
Top ex. Water MH
EXISTING STORM TO BE RELOCATED Elev.=320.90
IF REQUIRED. 12"CMP Proposed Grac
IE (cafc'ed)--316.5
TOP =315.6 -------- ---
315
Scale Horiz. 1 "=10i' 9" WATfrK � Q
Fri' a Vert. 1 "=5'
n�
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1� v AUL� GRID I overlap
i 20 U�� �� both sides
r� 16.30' 14.45'
��Ricv VERIFY
305
DATUM ELEV
,295.00
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PROVIDE FOR
V.M.H. ACCESS
J L Ex. Flange \—VERIFY DEPTH
N. side
Provide Accan
EXISTING 84"dia. CASING
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8" SANITARY SEWER
0 IE =299.1
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NOTE: Water r%A: r, dimensions from City of Seattle Water Dept. As —Built
Field verify prior to constuction.
SECTION 'A
HORIZ. 1 "=10'
VER T. 1 "= 5'
MAW I-t,;�l.t. 0VEr2
3 feet each way from centerline of 12" pipe and
flange opening & provide 3" crushed rock pad.
3-SIDED BOXES
PRE -FABRICATED BY UTILITY VAULT COMPANY
(See table for 5"0" standard width product)
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ASBUIL T STORM DRAINAGE
DATE.. 4 (y'Z— i UL—=�_
ACCEPTED BY THE CITY OF SEATTLE
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JOB NO. 87 M
RA7 2/91
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