HomeMy WebLinkAboutD-295221n
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COUNTY
B STA 202 +71
(72.85 LT)
I
j _7
A PORTION OF NW 1/4, SEC.3, T.23N, R.5E, W.M.
STORM DRAIN
68 LF
8" PVC
SLOPE = 0.40%
PROPOSED WATER MAIN
SEE DWG W3.
W ~
OO
U
>- C7
1- Z
UY
AS
68LF, 1
REMOVE EXISTING CB
DO NOT REMOVE PIPE TO THE EAST
INSTALL NEW TYPE 2 CB, 48"
W/ SOLID LOCKING LID
CONNECT TO EXISTING PIPE
B STA 204 +67.8 (28.5' RT)
RIM = 422.84
IE(E)= 416.14 (FIELD VERIFY)
IE(S)= 415.79 d
— DRAINAGE _ - - -
EASEMENT, TYP -
- - - -- --- _ ^ROW, TYP
L
- GAS— _
SID
LSD 8 - --
COAL CREEK PARKWAY SE
U �
U =TP �
DRAINAGE I
EASEMENT, TYP
'
I
SS MH
7
o1
204
B STA 203 +73.0
jf5MH
PLAN OR LATERAL PROFILE DWGS
(6.00
AS
_._ r '•
•. ,G
-GAS. _- rr
B
�L� v
i— i'� ,._.��_.. -
Co 202 +t% �_ SS —
I _._ _._. - ^.r.:
AS ._._. ------ qA
x_ )
_
.
�+- -- -
..._.._... -gip
SS O,
..._.._...........GAS_ -._�
\
SID
Lu
O
.-
�-GAS._.,
SS
.._ ..
�-
z
Ss
-tea
- --,.�GRADE TO DRAIN
SID
1.
STORM DRAIN INVERTS ARE MEASURED
--
FROM CENTER OF CATCH BASIN.
T�
.._. r
IN
SID
\do
O�
WSDOT STD PLAN 855.20 -0
17
3.
s\�N
SEE DWGS SD13 TO SD17 FOR DRAINAGE
21
LATERAL PROFILES.
c
\
.,, .
4.
CONCRETE INLET PER CITY OF RENTON
STANDARD PLAN 8010.
\2
5
C2
'--- -
-------- f
n
�0
U
ROW, TYP
I
I
—
ALL FRAMES, MANHOLE RINGS, AND
0 ---'
55 LF
-
- -�'-
PER CITY STANDARDS IN
8" PVC
NEW TYPE 2 CB
SS MH 4
I
SLOPE = 0.419
SEE D G S 1
B STA 202 +76.0
;
RENTON STANDARD PLAN SP 8014.
S MH 6
(6.00' LT)
I
` PROPOSED JOINT UTILITY LIT
B STA 203+73.0
CITY OF RENTON STD PLAN SP F015.
TRENCH. SEE DWG ULIT
6" STUBS
(48.69' RT) __
W ~
OO
U
>- C7
1- Z
UY
AS
68LF, 1
REMOVE EXISTING CB
DO NOT REMOVE PIPE TO THE EAST
INSTALL NEW TYPE 2 CB, 48"
W/ SOLID LOCKING LID
CONNECT TO EXISTING PIPE
B STA 204 +67.8 (28.5' RT)
RIM = 422.84
IE(E)= 416.14 (FIELD VERIFY)
IE(S)= 415.79 d
— DRAINAGE _ - - -
EASEMENT, TYP -
- - - -- --- _ ^ROW, TYP
L
- GAS— _
SID
LSD 8 - --
COAL CREEK PARKWAY SE
U �
U =TP �
DRAINAGE I
EASEMENT, TYP
'
NOTES:
7
OX
204
jf5MH
PLAN OR LATERAL PROFILE DWGS
TA 204 +60.2
93' RT)
20 40
5 °V scale feet scale feet
KEY PLAN
KC MAP NO. 316-12
ADDENDUM N0. 1 NAS 3/21/08 'Ge Ei CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21/08
33301 9TH AVENUE SOUTH SANITARY SEWER REVISION NAS 7/15/08
��
14eee CALL 48 HOURS "' ='` `' FEDERAL WAY, WASHINGTON a DRAINAGE SANITARY SEWER REVISION NAS /29/0 NAS AN RENTON RECONSTRUCTION
� BEFORE YOU DIG ® BERGER/ABAM 96003 -2600 REMOVE REVISION 3 STORM. NEW STORM CONFIGURATION NAS 8/8/08 ARM Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS
!(may St' E x 9 I x E E fl e I x c. VOICE: (206)431 -2300 DRAINAGE REVISION NAS 8/25/08 — DATUM Approved For Construction
1 -800- 424 -5555 FAX: (206 431 -2250 SSG, SANITARY SEWER AND DRAINAGE SD9
IXPAtES a,rlE 4, zmv King County ) NO. REVISION BY DATE APPR ""}1°��SC Robert M. Hanson P.E. Date PLAN AND PROFILE - SHEET 6 _ 77 1 B;
e
Lost Smrd m xtd Sm aY 208 of 04-51PN by SWow Re No— k 1204IFAPFT-w- wICA001 d 1,177_SOR..dro Sld� I
NOTES:
OX
DENOTES NEW STRUCTURE, SEE THIS
PLAN OR LATERAL PROFILE DWGS
AND STRUCTURE NOTE DWG FOR
MORE DETAILS
<8>
DENOTES EXISTING STRUCTURE AND /OR
PIPE /CULVERT TO BE REMOVED
\
P]
INSTALL CLEANOUT FOR DRY SEWER
\
X X REMOVE STORM DRAIN PIPE /CULVERT
-tea
- --,.�GRADE TO DRAIN
1 - - - -- /
1.
STORM DRAIN INVERTS ARE MEASURED
--
FROM CENTER OF CATCH BASIN.
T�
\ 2.
PIPE ZONE BEDDING AND BACKFILL PER
\do
O�
WSDOT STD PLAN 855.20 -0
17
3.
s\�N
SEE DWGS SD13 TO SD17 FOR DRAINAGE
21
LATERAL PROFILES.
c
\
.,, .
4.
CONCRETE INLET PER CITY OF RENTON
STANDARD PLAN 8010.
\2
5
SP B012.1 PER RENTON STANDARD PLAN
18
6.
CB TYPE 2 PER CITY OF RENTON
STANDARD PLAN SP 8027.
a
U
7.
/
SANITARY MH PER CITY OF RENTON
STANDARD PLAN SP B071.
ALL FRAMES, MANHOLE RINGS, AND
0 ---'
LIDS SHALL BE OF LOCKING TYPE
- -�'-
PER CITY STANDARDS IN
19 -
---''
RIGHT -OF -WAY.
-
-- `'
9.
CATCH BASIN TYPE 1L PER CITY OF
--'- --
RENTON STANDARD PLAN SP 8014.
1
10.
CONSTRUCT CURB & GUTTER PER
` PROPOSED JOINT UTILITY LIT
CITY OF RENTON STD PLAN SP F015.
TRENCH. SEE DWG ULIT
20 40
5 °V scale feet scale feet
KEY PLAN
KC MAP NO. 316-12
ADDENDUM N0. 1 NAS 3/21/08 'Ge Ei CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21/08
33301 9TH AVENUE SOUTH SANITARY SEWER REVISION NAS 7/15/08
��
14eee CALL 48 HOURS "' ='` `' FEDERAL WAY, WASHINGTON a DRAINAGE SANITARY SEWER REVISION NAS /29/0 NAS AN RENTON RECONSTRUCTION
� BEFORE YOU DIG ® BERGER/ABAM 96003 -2600 REMOVE REVISION 3 STORM. NEW STORM CONFIGURATION NAS 8/8/08 ARM Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS
!(may St' E x 9 I x E E fl e I x c. VOICE: (206)431 -2300 DRAINAGE REVISION NAS 8/25/08 — DATUM Approved For Construction
1 -800- 424 -5555 FAX: (206 431 -2250 SSG, SANITARY SEWER AND DRAINAGE SD9
IXPAtES a,rlE 4, zmv King County ) NO. REVISION BY DATE APPR ""}1°��SC Robert M. Hanson P.E. Date PLAN AND PROFILE - SHEET 6 _ 77 1 B;
e
Lost Smrd m xtd Sm aY 208 of 04-51PN by SWow Re No— k 1204IFAPFT-w- wICA001 d 1,177_SOR..dro Sld� I