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— SD SI SD
t0f-1n Cara #2811
LEGEND:
Existing Contour (callout converted to feet)
CIT JENTON CONTROLLING BENCHIvIAPK MON #116v Water Meter I A
'NOTE: Co '"''_IR LINE INTERVAL IS 0.5 METER`;. Sanitary Side Sewer (Location approximate) =_ �
Ali_ of T r —SS— Existing Sanitary Sewer Main
_ �A 1 HAVE >NVERTEc� To EELT CALL - S HOURS
w—€xisting Water _Main �
—sue Existing Stormwater Pipe
BOB —
BEFORE YOU DIG
—New Stormwater Pipe0
_
so e
Existing Utility Lines (width— diameter)
k-.. 1=800m424=5555 Right of Way Boundry Oak
---Centerline of Right of Way
1 IMI - 20 FT = Storm Drain Manhole m m --
y x
HSE.# 1917 HSE Storm Drain Catch Basin
, � ss Sanitary Sewer Manhole ;';
z
s
—.
a
CB #11B NEW TYPE 1 N
4 a
_-New 11' of 12" CPEP ' 14 n
Remove Existing CB ASPH
1 :
_(Salvage frame and grate) `� � • C � See Note #9 G) _
-- - . GRAVEL SIDE SEWER ASPHm
--- -- - —Ex 12'-Ren.,-...... x
I -.l --New t B t 1 Existing CB Type II - - — — — - 1 �7 ij
c
-- - -- IJ E W CB# 2 N
2" Gas 2" Gas — — —
2" Gas
"as - 2" Gas - MAILBOXES °�
2" Gas
SD SD SD ® 2" Gas — 2" Gas
2' h3<, RELOCATE DURING CONSTRUCTION
IF
, 2" Gas... 2" Gas --
Gas 2" Gas 2" Gas -
- — ss
Remove and Repla(a Existing 12" Storm Pipe with New 1S" Storm Pipe - - 2" Gas - -- 2"Gas ,"Gas ExistngCBType If
1 +00 1 REMOVE EX. CB Type II - ---- ss Ss 2" G. 2" Gas 2^ Gas - - 2" Gas
Ss
2+00 = ----.-
00\5`RJC �;.... sS
.ti EX 12'-Abandon In place U, "slid — ?— _ �_,.. 1 .n m _
W �, ryiy; 3+00 -. BASELINE �._ .... ,. .. OI x - ss
� v,nul �VII � .0
h at tuck Ave out
I
New 16' of 12" CPEP
N - a��Ilu,nai �� �,L n WI .
IH
EXISTITI
NG 8" WATER - -
CXD- Mon Card #2596
rr warFz - q o
EXISl7NG 8" A'ATER _.. .
SD-❑- SD
NOTES: CB #!A NEW TYPE 1 MAILBOXES
1. All Type 2 CB's Shall Have Solid Locking Lids. Remove Existing CB IVn,
2. Type 1 CB Profiles Are Along Pipe Lines. (Salvage frame and grate)
3. All CB Grates Shall Be- Set 0.1 Feet Below Z I
Adjacent Ground Level. N
9. Contractor shall call Puget Sound Energy (PSE C
4. Field Adjust Type 1 CB's To Locate At Low Points,
In Flow Lines, And To Clear Existing Utilities. (206) 907-1858) 48 hours prior to work within 10' of t
the 20 Gas Main.
5. ASPHALT RESTORATION: Use Typical Trench Patch (City Detail
H032A) For All Areas. 10. 2" Gas line to be supported with nylon straps, _` N CHECKED FOR C®t�I P �IAN C E
staked at 10 intervals, cluing trench excavation. —¢ x TO CITY STANDARDS
6• Maintain -Minimum 12 Inch Vertical Separation Between Contractor shall provide 1' of sand as bedding.
12 Inch Water Main And Stormwater Pipe Where Possible. N DatE
Contractor shall identify any separation less than 12"
for review by City. i a t� 2�
s Jim
(Date
-_
7. Minimum 6 Inch horizontal separation between C.B.'s and Gas Line. Y 1940
RECOMMENDED
8 Contractor shall restore all landscaping, surfacing, i
and structures disturbed by construction. ! FOR APPROVAL
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I_ rWR -1 7—?77/ SCALE: HORS = 20' SHATTUCK AVE SOUTH E
I VERT. l_ I STORM SYSTEM PROJECT D �` O 1
_J
"CANNED DEC 101999