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`SSIONAL G
1019 39TH AVENUE SE, SUITE 100
PUYALLUP, WASHINGTON 98374
T.253.604.6600 F.253.604.6799
www.parametrix.com
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/CB-1 A STA 10+11, 9'LT
N 178135.41
E 1298300.88
NEW TYPE 1 CB
CB-1 STA 10+ 18
N 1781 30.351
E . 1298310.49
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'NEW 72 TYPE 2 CB
W/36" FRAME & COVER CB-2 STA 10+51
REMOVE EX CB
�a N 178144.41
E 1298340.33
NEW 84" TYPE 2 CB
REINSTALL EX 24" DIA
FRAME & GRATE
o SEE CONSTRUCTION NOTE 3
-----------
` - APPROX LOCATION
STA 10+07 J'
N 178125.72 tv
E 1298300.67
CONNECT TO EX BOX
CULVERT STRUCTURE
PLUG AND ABANDON EX 8`D —
0
v
IN, 4
CB-3A STA 10+39 31'RT
N 178111.10
E 1298343.11
NEW TYPE 1 CB
RECOMMENDED FOR -APPROVAL
ByI_ Date(
BY'---- ---------- Datej---_----
ByI---------------- Date:_-------
%I--- --------Date• ----
NO.
F"- RECEIVING PIT 1
WALKER
SUBARU Q
P i.
3
2 RELOCATE EX POWER
i
AS REQUIRED)
POTHOLE
r\ CB-3 STA 10+75 LOCATION, TYP `
N 178128.59
E 1298358.38
NEW, 7 " TYP E-_2--- .0 B
REVISION
PLAN
SCALE IN FEET
0 20 40
PROFILE
HORIZ: 1 "=20'
VERT: 1 "=10'
SURVEYED:
DESIGNED:
R. HERMES
DRAWN:
K. TAYLOR
BY I DATE I APPR R I APPROVED:
J,r
�C C'
y
PLUG &_ BANDON
EX SW 24"D, SEE
CONSTRUCTION
NOTE 3 FOR\
TIMING
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�rrrrirrrr�. ,r ! �
6 \1.
�r> 5
ff ,,
STA/ 12+88. 22f
'LT
N `178246.43
E/1298532.30
�X TYPE 2 �13
LAKE AVE S STREET VACATION
(EX 60' WIDE CITY UTILITY EASEMENT)
SCALE:
—I /
CB-4 STA 13+30
N 178249.27
/ E 12148583.72
INSTALL NEW 60"B TYPE 2 C
--' zAPPROX LOCATION OF
JACKING PIT 1. PROVIDE
TEMP BYPASS.. -OR PROTECT
�. EX SID
CONSTRUCTION NOTES:
1. ALL TYPE I CATCH BASINS SHALL BE FRAME
& GRATE UNLESS NOTED OTHERWISE. SEE
CITY STD PLAN 200.00. RIM ELEVATIONS
SHALL MATCH EX GRADE.
2. ALL TYPE 2 CATCH BASINS SHALL BE FRAME
& GRATE UNLESS NOTED OTHERWISE. RIM
ELEVATIONS SHALL MATCH EX GRADE.
3. REMOVE APPROX 5' OF EXIST 24"D NE OF
EXIST CB (STA 10+51) AS NECESSARY TO
INSTALL NEW CB-2. CONTRACTOR TO
PROVIDE BYPASS STORMWATER PUMPING AND
PIPING TO BOX CULVERT AT STA 10+07
DURING CONSTRUCTION OF CB-1 THROUGH
CB-3 AND ASSOCIATED PIPING. REMOVE
PUMPING EQUIPMENT AND BYPASS PIPING
AND PROVIDE TEMPORARY CONNECTION
BETWEEN EXIST 24"D AND CB-2 AFTER
SYSTEM HAS BEEN CONSTRUCTED AND
ACCEPTED BETWEEN EXIST BOX CULVERT
THROUGH CB-3. CONTRACTOR SHALL PLUG
AND ABANDON EXIST 24"D WHEN NEW STORM
DRAIN SYSTEM IS COMPLETE.
D-352905
VERTICAL: NAVD 1988
83/1 CITY OF LAKE AVE S / RAINIER AVE S
1 ��-20� HORIZONTAL: NAD 193/1991
� R E N TO N STORM SYSTEM
ONE INCH DA I U M
AT FULL SCALE Planning/Building/Public Works Dept. PLAN AND PROFILE
IF NOT ONE INCH
SCALE ACCORDINGLY STA 10+00 TO STA 13+50
DATE:
JUNE 2011
FIELDBOOK:
PAGE:
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