HomeMy WebLinkAboutWWP2703876.52
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CHANNEL AS NEEDED
EX. SSMH
RIM =25.05
IE 8"(N)=20.7
IE 8"(S)=20.8
IE 6"(W)=20.8
IE 8"(SE)=20.8
- EX. CB (TYP 1)
RIM:24.8
IE:23.05 (SE)
IE:22.88 (W)
26
25
24
23
22
21
20
19
18
0+00.00
O
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EX. 108" METRO SEWER
l
7 LF 12" SD
NEW CB (TYP 1L)
RIM = 24.84
IE = 19.84 (12"E)
IE = 19.94 (12"W)
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= x - w
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0+20.00
*108" METRO
SEWER
IE = -2.05
o Is . ,
1505 Westlake Ave. N. T (206) 5' ?-9510
Suite 305 F (206) 5_' -8344
Seattle, WA 98109 WWW.PACI AND.COM
O
0
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HARDIE AVE. SW
EX. CB (TYP 2)
RIM:24.85 SAWCUT LINE
E:18.58 (8" NW)
IE:19.65 (12" W)
IE:18.58 (12" N,S)
0+50.00 1+00.00
NOTE TO CONTRACTOR:
TRENCH RESTORATION AND STREET OVERLAY SHALL
COMPLY WITH THE CITY OF RENTON STANDARDS.
PAVEMENT PATCH PER
DETAIL 5
224 LF 8" SS ® 0.42% 1+50.00
i
r
12"GONG. EX. CB (TYP i) J/
RIM = 24.74
EX. CB (TYP 1) IE = 23.9
RIM = 24.83
IE 8"(NE)= 23.08
SANITARY SEWER PLAN
STA 0+10.00 TO 2+37.96
EX. CB (TYP 2)
RIM=25
IE=22.167
PROPOSED TEE CONNECTION
IE = 21.65
2+00.00
CURB & GUTTER 3
REPLACEMENT c-3.2
CITY OF 1
RENTON c-3.2
SIDEWALK
24 LF 6" SS
2.0% MIN.
SSCO
IE=22.09
SS STUB
IE=22.13
` PROPOSED
DUTCH BROS.
SCALE: 1 "=10'
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154 LF
SLOPE
8" D I A PVC
ASTM D-3034
- - - - � EXISTING GRADE
0+40.00 0+60.00 0+80.00 1+00.00 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:i"-5,
CITY OF RENTON
Approved by: Date
Approved by: Date
Approved by: Date
Approved by: Date NO.
REVISION
SURVEYED:
DESIGNED:
JAC
DRAWN:
CLF
CHECKED:
JAC
BY DATE A P P R APPROVED:
1+80.00
w
w
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Of = w
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72 LF
SLOPE 0.42%
8" DIA PVC
ASTM D-3034
2+00.00
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16 17 18 19
JNW 1/4 OF S 197 T 23 N7 R 5E
NEW 48" SSMH
RIM = 25.24
IE = 21.76 (8" N)
IE = 21.76 (6" W)
CONTRACTOR TO REPLACE CHANNELIZATIOt
MARKERS AS NECESSARY, PER DETA 4
�- CURB & GUTTER
REPLACEMENT 3
EX. 108"
METRO SEWER
CITY OF
RENTON
SIDEWALK
c-3.
32 LF 6" SS
® 2.0% MIN.
- SSCO
IE = 22.3
SS STUB
IE = 22.4
PROPOSED SONIC
FFE = 26'
LEGEND
2 TYPE IL CATCH BASIN ■
1 25LF 8" SS
SANITARY SEWER MAIN
25LF 6" SS
� 1 2 SANITARY SIDE SEWER
N
LO
N •N c 3 SS MANHOLE
� w
4 SS CLEANOUT TO GRADE •
5 PAVEMENT PATCH
CITY OF RENTON SIDEWALK
SAWCUT
RECORD
DRAWING
DATE: NOVEMBER 28, 2017
FIELD CREW:
BL / DW
FIELD BOOK:
728D & ELEC.
DRAFTER:
BLE
I HEREBY CERTIFY THAT THE SURVEY FOR THE AS BUILT
SEWER AND STORM INFORMATION SHOWN HEREON WAS DONE
2+20 . 00 2+40 . 00 UNDER MY DIRECT SUPERVISION AND THAT THE LOCATIONS
AND ELEVATIONS SHOWN HERF004 ARE ACCURATE TO 0.05'.
l Jan 4, 2018
DAVID R. FULTON DATE
,R • F
11255 Kirkland Way, Suite 300 �, ���► '� o
Kirkland, WA 98033
p. 425.827.2014 1 f. 425.827.5043
......................................................
29
Civil I Structural I Planning I Survey ,p 14��
S=387605 (i;;Mc
An Engineering Services Company paceengrs.com IoNAL LWD
PACE PROJECT NO. 15360.10
SCALE:
VERTICAL: NAVD 1988
AS NOTED HORIZONTAL: NAD ,983,,99, ;; CITY OF
HARDIE AVE SEWER EXTENSION
RENTON
ONE INCH DATUM SEWER ALIGNMENT AND PROFILE
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH RENTON, WA
SCALE ACCORDINGLY
*108" METRO
SEWER
IE = -3.17
1/19/2016
FIELDBOOK:
PAGE:
DRAWING N0:
C-3.0
SHEET: 2 OF: ^