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HomeMy WebLinkAboutS-29520700
0
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M
ti
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m
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a
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450
430
410
ROW, TYP
SD
E= 423.78
A PORTION OF NW
REMOVE EXISTING STRUCTURE
AND REPLACE WITH CB TYPE 1 �
B STA 198 +19.0
1/
I
i
4, SEC-3, T.23N, R.5E, W.M.
I.E.(E)= 416.65
I.E.(W)= 416.70
a �
t---REMOVE EXISTING STRUCTURE
II AND REPLACE WITH CB TYPE 1 1
TV-
u
u
- -- - -- - --
u
CB TYPE 1
B STA 200 +91.71
\
CB TYPE 1 48.2' LT
B STA 200 +88.9
RIM =424.5
V 47.8' LT IE(W)= 422.49 EXISTING
RIM =494 7 IE(S)= 420.78 F12" CONC PIPE
CONTROL STRUCTURE
I.E.(W)= 416.95
w
=AS
SS
50.0' LT)
C4> +
O
O
GAS GASH N
- SS SS
U)
_SD m
W
w w- Z
T T TT J
W =
0
Q
'--DRAINAGE
EASEMENT, TYP
PROPOSED JOINT UTILITY
TRENCH. SEE DWG UG6.
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D: 5.TA :199 76;4: (23,8!U)
RIM : - : 42 :4:.11::::::
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= '4 3. ........
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:(S) := ::415. :23:::::
114:71101
199 +00
SOME DATA ON RECORD KC MAP NO. 316-12
DRAWINGS IS BASED UPON
INFORMATION PROVIDED BY
THE CONSTRUCTION BerwrABAM
CONTRACTOR TO THE CITY
OF RENTON. THE 33301 9th Avenue South, Suite 300
CORRECTNESS OF THIS DATA Federal Way, Washington 98003 -2600
HAS NOT BEEN VERIFIED. King County (206) 431 -2300 Fax: (206) 431 -2250
Last Saved on Wed Dec 22 2010 at 04.38PM by Matthew.kumpu /a File Nome. Q. �Federo/ Way12004�FAPWT- 04- 032�C,40D�dwgs Record�Comp /eted Record dwgs�R079 S008.dwg Sca /e. 1
era
RECORD DRAWING
REVISION
200 +00
NAS 5/7/10 SURVEYED:
DESIGNED:
DRAW NAS
JCR
CHECKED: SG
BY DATE APPR m"�sG
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
201 +00 1. E. (N) = 415.11
NOTES:
O DENOTES NEW STRUCTURE, SEE THIS
PLAN OR LATERAL PROFILE DWGS
AND STRUCTURE NOTE DWG FOR
MORE DETAILS
ODENOTES EXISTING STRUCTURE AND /OR
PIPE /CULVERT TO BE REMOVED
❑� ADJUST SEWER MANHOLE TO GRADE
F5] ABANDON EXISTING MAHOLE IN PLACE
PLUG EXISTING SANITARY SEWER PIPE
PLUG EXISTING STORMDRAIN PIPE
Q
/ / ABANDON STORM DRAIN PIPE IN PLACE
-X REMOVE STORM DRAIN PIPE /CULVERT
GRADE TO DRAIN
450
430
W011
410
10 0 10 20
VERT
scale feet
VERTICAL.• NAVD 1988
HORIZONTAL.• NO 1983/1991
DATUM
CITY OF
RENTON
Planning /Building /Public Works Dept.
Approved For Construction
Robert M. Hanson P.E. Date
1. STORM DRAIN INVERTS ARE MEASURED
FROM CENTER OF CATCH BASIN.
2. PIPE ZONE BEDDING AND BACKFILL PER
WSDOT STD PLAN B55. 20 -0
3. SEE DWGS SD13 TO SD17 FOR DRAINAGE
LATERAL PROFILES.
4. CONCRETE INLET PER CITY OF RENTON
STANDARD PLAN B010.
5. CB TYPE 1 PER RENTON STANDARD PLAN
SP B012.
6. CB TYPE 2 PER CITY OF RENTON
STANDARD PLAN SP B027.
7. SANITARY MH PER CITY OF RENTON
STANDARD PLAN SP B071.
8. ALL FRAMES, MANHOLE RINGS, AND LIDS
SHALL BE OF LOCKING TYPE PER CITY
STANDARDS IN RIGHT -OF -WAY.
9. CONSTRUCT CURB & GUTTER PER CITY
OF RENTON STD PLAN SP F015.
14 REMOVE EX PIPE, INSTALL NEW PIPE
16 REMOVE EX PIPE, INSTALL NEW PIPE
CONNECT SIDE SEWER
20 0 20 40
HORZ
scale feet
I
z�-
KEY PLAN
DUVALL AVE NE / COAL CREEK PARKWAY SE
RECONSTRUCTION
SE 107TH PLACE TO NEWCASTLE CITY LIMITS
SANITARY SEWER AND DRAINAGE
PLAN AND PROFILE - SHEET 5
12/21/10
FlELDBOOK:
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