HomeMy WebLinkAboutS-3876057
\A EX. 108" METRO SEWER HARDIE AVE. SW
EX. CB (TYP 2)
RIM:24.85
-_.-_-�- -- IE:18.58 (8" NW)
IE:19.65 (12" W)
CHANNEL AS NEEDED __ __ _< �_ -: / IE:18.58 (12" N,S)
B
�- - 1- 0+50.00
F
E
DATE: NOVEMBER 28, 2017
FIELD CREW: BL y DW
FIELD BOOK: 726D & ELEC.
DRAFTER: BLE
r
--
7 LF 12" SD
C
EX. SSMH
R I M =25.05
x
IE8"(N)=20.7
{--�-�
-
N
IE 8"(S)=20.8
-=L
E 6"(W)=20.8--
IE 8"(SE)=20.8
NEW
RIM
CB (TYP 1L)
= 24.84
L
C
O
IE =
19.84 (120E)
EX. CB (TYP 1)
✓
SIE =
19.94 (12"W)
D
RIM:24.8
lig
I
IE:23.05 (SE)
��I
I
IE:22.88 (W)
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26
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- - - - - - -
I
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24
23
F
E
DATE: NOVEMBER 28, 2017
FIELD CREW: BL y DW
FIELD BOOK: 726D & ELEC.
DRAFTER: BLE
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24
23
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22
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0+00.00 0+20,00
c
*108" METRO
o K SEWER
IE _ "2.05
3
0
CK L
CZD
Dor)Qc MIA
will 0 111
1505 Westlake Ave. N. T (206) 522-9510
C' Suite 305 F (206) 522-8344
Seattle, WA 98109 wvnv.RACWID.[oM
SAWCUT LINE
+00.00
7EX'
'L2"CONC.
.CB (TYP 1)
RIM 24.83 \�
IE 8"(NE)= 23.08
N W
..
0+40.00 0+60.00
CITY OF RENTON
Approved by: Date
Approved by: Date
Approved by: Date
Approved by: Date
154 LF
SLOPE
8" DIA PVC
ASTM D-3034
0+80.00 1+00.00
NOTE TO CONTRACTOR:
TRENCH RESTORATION AND STREET OVERLAY SHALL
COMPLY WITH THE CITY OF RENTON STANDARDS.
PAVEMENT PA CH PER
DETAIL 5
224 LF 8" SS ® 0.42%
1+50.00
EX. CB (TYP 1)
RIM = 24.74
IE = 23.9
SANITARY SEWER PLAN
STA 0+10.00 TO 2+37.96
SCALE: 1"=10'
EXISTING GRADE
1+20.00 1+40.00 1+60.00
SANITARY SEWER PROFILE
STA 0+10.00 TO 2+37.96
SCALE: H:1"=10'
V:1"=5'
6 W
I
I
I
EX. CB (TYP 2)
RIM=25
IE=22.167
PROPOSED TEE CONNECTION
IE _. 21.65
2+00.00
CURB & GUTTER y
REPLACEMENT - c-3.2
_- CITY OF e
RENTON c-3.
SIDEWALK
�- 24 LF 6" SS
SCO -
® 2.0% MIN.
�S
IE=22.09
SS STUB
_ IE=22.13
PROPOSED
~� DUTCH BROS.
1+80.00
72 LF
E 0.42%
8" DIA PVC
ASTM D-3034
2+00.00 2+20.00
Ki
T23N"R5
NEW 48" SSMH
RIM = 25.24
IE = 21.76 (8" N)
IE = 21.76 (6" W)
CONTRACTOR TO REPLACE CHANNELIZATIO�
MARKERS AS _NECESSARY, PER DET
cam.
CURB & GUTTER
REPLACEMENT e
C-3.
EX. 108"
METRO SEWER
CITY OF
RENTON
\ SIDEWALK c_y
32 LF 6" SS
0 2.0% MIN.
SSCO
IE = 22.3 -�
SS STUB
IE=22.4
PROPOSED SONIC -
_
FEE = 26' �-
•
LEGEND
Fy TYPE IL CATCH BASIN ■
M= 25LF 8" SS
N C_j SANITARY SEWER MAIN
N
25LF 6 SS
m n v1 < n ee SANITARY SIDE SEWER
to PolCN
N N NE •
SS MANHOLE
�W NZKw
eSS CLEANOUT TO GRADE •
5 PAVEMENT PATCH O
Ie CITY OF RENTON SIDEWALK
0
2+40.00
SAWCUT
RECORD DRAWING
DATE: NOVEMBER 28, 2017
FIELD CREW: BL y DW
FIELD BOOK: 726D & ELEC.
DRAFTER: BLE
I NEREBY CEI TINT W SURVEY FEEL r E AS WILT
EEIO M STOW IK TIM 9 HUEON WAS DONE
UDN W DIRECT SPFR/1510H ND MIT nIE LOCATIONS
==
= =MATE. 0.05'.
UU✓✓// .Uan 4 2018
*108" METRO DAVID R. BLTax WE
SEWER
IE = -3.17 ti9 FUL
11255 d,Kirkland Way, Suite 300 ¢. p
a
Kirkland, WA 96033
S=387605 R 425.827.20141 f 425.827.5043
...................................................... ,
Civil Swclural Planning � Survey
A" Englneeang Services Company paceengrs.corn auu, LOD
w SAS
"V w
NOTED ""°in"a,
113 DATUM
NZ wn
NO. REVISION BY DATE APPR 94E wLj
PACE PROJECT NO. 15380.10
CITY OF r HARDIE AVE SEWER EXTENSION
A.N RENTON SEWER ALIGNMENT AND PROFILE
Planning/Building/Public Warks Dept. RENTON, WA
1/19/2016
C-3.0
e: 2 a'.