HomeMy WebLinkAboutS-3876062
4
7
!2
9
10
12
14
15
16 U 18 19
�NW 1/4 OF S 19, T 23 N, R 5 E
0
CHANNEL AS NEEI
HARDIE AVE. SW
EX. 108" METRO SEWER EX. CB (TYP 2)
NOTE TO CONTRACTOR:
TRENCH RESTORATION AND STREET OVERLAY SHALL
COMPLY WITH THE CITY OF RENTON STANDARDS.
RIM:24.85
- - IE:18.58 (8" NW) SAWCUT LINE
IE:19.65 (12" W) _ - _ _ _ PAVEMENT PATCH PER
IE:18.58 (12" N,S) - - - - - - - - _ _ _ - _ I DETAIL 5
-- i- --- -- -------L=-:-C-3. -
B - - - - _ - REPLACED EXISTING 6
- - - - - - CONIC. SD PIPE W/8"D I-
224 LF 8 SS @ 0.42%
66�
I
-t
"
7 LF 12 S ID
EX.
SSMH
RIM =25.05
°I.
IE
8"(N)=20.7
IE
6"(W)=20.8
NEW CB (TYP 1)
IE
8"(SE)=20.8
RIM = 24.84
�I
E
F
MIN
IE = 19.84 (12"E)
EX. CB (TYP 1) fir �IE = 19.94 (12"W)
RIM:24.8 li
IE:23.05 (SE) it
IE:22.88 (W)
i
i
\
26
25
24
23
22
21
20
19
18
0+00.00
0+20.00
*108" METRO
SEWER
IE = -2.05
12"CONC.
w a q'. •° ..• v P•.°'
a
LS
Inv
_�-- - - - - - - - - -
__----- - EX. CB (TYP 1 )
RIM = 24.74
EX. CB (TYP 1) �� - - IE = 23.9
tT-
RIM = 24.83 \ -f �r
IE 8"(NE)= 23.08 1
CD
1
I
I
I I
SANITARY SEWER PLAN
STA 0+10.00 TO 2+37.96
lid
EX. CB (TYP 2)
RIM=25
IE=22.167 - NEW 54" SSMH
RIM = 25.24
=1E = 21.76 (8" N) f A
PROPOSED TEE CONNECTION IE = 21.76 (6" W) 66
-� - IE = 21.65
CONTRACTOR TO REPLACE CHANNELIZATION
2+00.00 MARKERS AS NECESSARY, PER DETAIL
_ 1 I A I -�
CURB & GUTTER ' - - - - - - - _ - - CURB & GUTTER
REPLACEMENT _ - - - - - - - - _ _ - - REPLACEMENT
= CITY OF - - - 0811
-
aR• °.� .a ,•. METRO SEWER
RENTON c-3.2
SIDEWALK o CITY OF
RENTON
24 LF 6" SS - - - - - - SIDEWALK c-3.
�@ 2.0% MIN. `
-- SSCO 32 LF 6" SS •
I E=22.09 ® 2.0% MIN.
SS STUB
11
IE=22.13 - - - SSCO
IE = 22.3
PROPOSED SS STUB
` DUTCH BROS. I IE = 22.4 �/ ,� \
o
SCALE: 1"=10' m
CD o N
0+40.00
0+60.00
1+00.00
1+20.00
1+40.00
1+60.00
1+80.00
2+00.00
*108" METRO
SEWER
IE = -3.17
2+20.00
q �
PROPOSED SONIC =�
FFE = 26'
LEGEND
2 TYPE IL CATCH BASIN ■
1 25LF 8" SS
c-3.1 SANITARY SEWER MAIN
1 2 25LF 6" SS
C-3.1 c-3.1 SANITARY SIDE SEWER
r-
3 SS MANHOLE •
N C-3.1
4 SS CLEANOUT TO GRADE •
C-3.1
5 PAVEMENT PATCH
1 CITY OF RENTON SIDEWALK
SAWCUT
2+40.00
RECORD DRAWING
DATE: NOVEMBER 28, 2017
FIELD CREW: BL / DW
FIELD BOOK: 726D 8 ELEC.
DRAFTER: BLE
I HEREBY CERTIFY THAT THE SURVEY FOR THE AS BUILT
SEWER AND STORM INFORMATION SHOWN HEREON WAS DONE
UNDER MY DIRECT SUPERVISION AND THAT THE LOCATIONS
AND ELEVATIONS SHOWN HEREON ARE ACCURATE TO 0.05'.
DAVID R. FULTON
DATE
11255 Kirkland Way, Suite 300 ��t►'a o
Kirkland, WA 98033
CPACE p. 425.827.20141 f. 425.827.5043
...................................................... o
Civil I Structural I Planning I Survey 3!429 An Engineering Services Company paceengrs.com Sj�NAL LnNfl
PACE PROJECT NO. 15360.10
SURVEYED: SCALE:
CITY o RENTON VERTICAL: NAVD ,988 HARDIE AVE SEWER EXTENSION
� , AS NOTED HORIZONTAL: NAD 1983/1991
DESIGNS C TY 0 �
J�� AC ��
0 - Approved by: Date DRAWN: RENTON
Approved b y : Date- CLF ONE INCH DATU M - SEWER ALIGNMENT AND PROFILE
1505 Westlake Ave. N. T 206 522-9510 CHECKED: AT FULL SCALE
Suite 305 IF (206) 522-8344 pp roved by : Dat e UAC IF NOT ONE INCH Planning/Building/Public Works Dept.
A
Seattle, WA 98109 WWW.PAcLAND.COM Approved by: Date NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY RENTON, WA
SANITARY SEWER PROFILE
STA 0+10.00 TO 2+37.96
SCALE: H :1 "=10'
V:1 "=5'
DATE:
/9/2016
FIELDBODK:
PAGE:
DRAWING NO:
C-3.0
SHEET: 2 OF: ^
S-387606