HomeMy WebLinkAboutR-394936CONSTRUCTION NOTES:
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1\ 110/26/20221 JJM I RECORD DRAWING
NO. DATE I BY
XSTA K3+11, 20.3' RT1
1-48" SDMH #47
EXIST SDMH KEPT IN PLAC
—,) - T
sS2NDST,__i\
w - - -- I W --- PPL*366"-STL-__
- - _ - - _ -
45
■
SDMH 85622
RIM 45.46
IE 42.0 S, 8" CONC
IE 39.0 A 12" CONC
IE 38.8 E, 12" CON
CB 85534
RIM 44.72
IE 42.0 S " CONC
CB #65, SEE SHT SD-25
GAS WILL BE DEACTIVATED BY
PSE PRIOR TO CONSTRUCTION
CB #66, SEE SHT SD-25
REMOVE EXISTING CATCH
BASIN AND PROTECT
EXISTING 12" SS
55
50
AHEAD CONC. MON. IN CASE
REESTABLISHED PER DNR
PERMIT 7373-18"T x 6"W
SSMH 85682
RIM 46.04 In /
IE 38.2 NE,E,S-W @ CL
W (A) - STA K3+5+55•8.5' RT
1-48" SDMH #48
' C.PRKG g
rr —
ANK °
o rr
r
ScK4+00- - - SS
RECONNECTED PIPE FROM SE
-- - - - SD
UGf1-T=___AFT--,,
- TAP- P-� -
�O.P - - - - - ���T v - T �\
CD
SDMH 85661 ° a
RIM 45.37
IE 41.7 S, 8" CONC SSMH 28121 T/I
IE 40.0 SE, 8" CONC RIM 45.81
IE 38.9 W, 12" CONC IE 39.9 W-SE @ CL 6" CONC
\ IE 38.8 E, 12" CONC
IE 42.9 NW, 8" CONC
CB #67, SEE SHT SD-25
PLAN -
FOR CONTINUATION 0 10 20 40 60
SEE SHEET SD-25
SCALE: 1"=20'
45 LF 24" C900 @ SLP=1.90% __
45 rr-
35
N
d Ln
O
cl� x
a w
O
1
EXIST GR @
ROW CL
1 PLACE DENSE FOAM CUSHION
PER THE SPECIFICATION
48" SDMH #48 BETWEEN SD AND SS AS
30 STA K3+55, 9' RT DIRECTED BY ENGINEER
RIM=45.42
IE(IN)24"(W)=39.07 3948
48" SDMH #47 IE(IN)12"(S)=40.92 4+.�z9
STA K3+11, 20' RT IE(IN)6"(SE)=39.12
25 RIM=45.46 IE(OUT)12"(E)=38.57 (RECONNECT)38--8r�
IE(IN)12"(S)=39.16
IE(IN)12"(W)=39.11 RECONNEC )
IE(OUT)24"(E)=39.93 39-i!8
a(
NOTICE
SEO
0 Y2 1
DESIGNED
BAW
DRAWN
IF THIS BAR DOES
NOT MEASURE 1"
TTT
THEN DRAWING IS
CHECKED
NOT TO SCALE
K2+80 K3+00 K3+20 K3+40 K3+60 K3+80 K4+00
PROFILE
SCALE: 1"=20' HORIZ, 1"=5' VERT
RECORD
DRAWINGS
SEE NOTE ON murraVSMi
mt
COVER SHEET
EA
55 RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
50 CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
45
40
35
30
25
20
RENTON DOWNTOWN
F1 i ® UTILITY
IMPROVEMENTS
PROJECT
O CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-5
11 INSTALL CB PER COR STD PLAN 200.00
12 INSTALL CB PER COR STD PLAN 201.00
13 CONNECT NEW PIPE TO EXISTING STRUCTURE
1s CONNECT EXIST STORM DRAIN PIPE TO NEW
STRUCTURE
19 SEE PROFILE 6 ON SHT SD-44
20 SEE PROFILE 7 ON SHT SD-44
S2NDST
STORM PLAN & PROFILE
STA K2+80 TO STA K4+00
R-394936
SHEET
SD-24
36 of 121
no
REVISION
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021