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EXISTING ASPHALT AS REQUIRED FOR
INSTALLATION. RESTORE TO KING CO.
TRENCH RESTORATION STDS.
REPLACE EX. MANHOLE AT EX. LOCATION
W/ NEW TYPE 2 -54' SDMH #39.
RIM-412.26!k 41154
!E-498&62-
lf 40Z38 (S) MATCH EXISTING GRADE AT
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IE =406.62 (NW) CENTERLINE. AND GRADE
AT 2.Ox MIN. TO
PROPOSED FLOWLINE.
NEW 5' CONCRETE SIDEWALK-----%
148TH AVENUE S. E. (STONE RIDGE)
AS -BUILT ROAD AND STORM IMPROVEMENT PLAN AND PROFILE
A
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APPROX. GRADE
148 AVE. SE
0
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0 10 20 40
30
-3& LF EXISTING 18' CMP CULVERT
TO BE REPLACED WITH 24' RCP
4.7.3.1 O :?- 94+lf: SAWCUT AND REMOVE
EXISTING ASPHALT AS REQUIRED FOR
INSTALLATION. RESTORE TO KING CO.
TRENCH RESTORATION STDS.
REPLACE EX. MANHOLE AT EX. LOCATION
W/ NEW TYPE 2 -54' SDMH #39.
RIM-412.26!k 41154
!E-498&62-
lf 40Z38 (S) MATCH EXISTING GRADE AT
� =407. f0 (SE)
IE =406.62 (NW) CENTERLINE. AND GRADE
AT 2.Ox MIN. TO
PROPOSED FLOWLINE.
NEW 5' CONCRETE SIDEWALK-----%
148TH AVENUE S. E. (STONE RIDGE)
AS -BUILT ROAD AND STORM IMPROVEMENT PLAN AND PROFILE
A
PORTION
OF THE SE 1/4 OF SECTION
3, TWP-
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MW BW CAGE
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r
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0 10 20 40
30
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TO BE REPLACED WITH 24' RCP
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EXISTING ASPHALT AS REQUIRED FOR
INSTALLATION. RESTORE TO KING CO.
TRENCH RESTORATION STDS.
REPLACE EX. MANHOLE AT EX. LOCATION
W/ NEW TYPE 2 -54' SDMH #39.
RIM-412.26!k 41154
!E-498&62-
lf 40Z38 (S) MATCH EXISTING GRADE AT
� =407. f0 (SE)
IE =406.62 (NW) CENTERLINE. AND GRADE
AT 2.Ox MIN. TO
PROPOSED FLOWLINE.
NEW 5' CONCRETE SIDEWALK-----%
148TH AVENUE S. E. (STONE RIDGE)
AS -BUILT ROAD AND STORM IMPROVEMENT PLAN AND PROFILE
A
PORTION
OF THE SE 1/4 OF SECTION
3, TWP-
23, RGE 5 E., W.M.
KING COUNTY, WASHINGTON
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SAWCUT AND
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APPROX. GRADE
148 AVE. SE
FOR WATER MAIN INSTALLATION. SEE WATER PLANS.
LC (TYP•)
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NEW ASPHALT
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NEW CONCRETE CURB CITY
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d T \'�✓ HANDICAP i 1 PROPERTY LINE.
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A i ACCESS RAMPS I I 1
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sRENTON DETAIL ' I I NEW 75' WHITE PAINTED I
I I I FOG -LINE TAPER
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CURB AND GUTTER y j ; I EASEMENT /
PER CITY OF RENTON
DETAIL NEW 5' ' CONCRETE I r I
,
NEW R.O.W. LINE ,
1 1 SIDEWALK
INSTALL RIP -RAP OUTFALL PLANS O NEW 4' LANDSCAPE
NEW 4' LANDSCAPE PROTECTION AND TRASH NOTE: REFER TO APPROVED STONE RIDGE STRIP
STRIP RACK PER DETAIL. PROPOSED NE1 TH T�EETNDRIONS AT
NEW 75' WHITE IE=466.26. 406.27 64
PAINTED FOG LINE LF EXISTING 180 CMP CULVERT
TAPER TO BE REPLACED WITH 24` RCP
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R.O.W. 1
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DEDICATION
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SDC8 #38, TYPE 1 W/ VANED GRATE
CATCH a4SNV 139C
W/ SOLID LAD
PER KCDWG #2 -108
RIM =443.9+ 413.36
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SDCB #36, TYPE 1
W/ VANED GRATE
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CATCH 94SNV
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PROPOSED 24"
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CROSSING
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30 LF 12" SO 0 -8-960 0.030
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STA. 14 +70.15 21.2' LT
STA, 14is1.QB 10.74' LT.
SDMH #37 TYPE 2
SOMH #35, TYPE 2 (48'
CATCH 6MSNV 1396
RIM = 44$4~ r 1 ?. �48� 4
R IM -4; §+4� 416.67
.
IE 409.23 12" S
rE 411..3.5 (S)
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IE #W-80 (N)
- 4 =414.14 (120 If)
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IE= 412.20 (12' N)
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148th AVE. SE PROFILE
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