HomeMy WebLinkAboutR-398906CONSTRUCTION NOTES
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999 Third Avenue, Ste 3200
Seattle, WA 98104
206.382.5200
PROFILE 4
HOR. SCALE: 1 "=20'
VERT. SCALE: 1 "=5'
1 AS —BUILT REVISIONS
BID SET
NO. REVISION
SURVEYED:
DESIGNED:
ES 12/17/2021 MSG DRAWN.
JE 8 14 2020 MSG CHECKED
BY DATE APPR APPROVED:
Oj PROTECT UTILITY.
OREMOVE AND REPLACE APPROXIMATELY 15 LF OF 12 INCH SD TO
SOUTH THAT HAS SETTLED. CONNECT TO EXIST CB AND EXISTING
PIPE WHERE SHOWN. MATCH EXISTING GRADE AT EXISTING CB
AND CONNECTION TO EXISTING PIPE. NOTE THAT EXISTING INVERT
TO SOUTH WAS NOT VISIBLE DURING SURVEY. CONTRACTOR TO
ASSUME INVERT TO SOUTH IS 369.4.
O REMOVE AND REPLACE EXIST CONCRETE CURB &GUTTER AND
SIDEWALK AS NEEDED TO INSTALL CATCH BASIN. TRANSITION TO
EXIST CURB &GUTTER AND SIDEWALK SHALL BE SAWCUT.
O4 INSTALL 32 LF OF 12—INCH DI PIPE.
O INSTALL 24 LF OF 12—INCH DI PIPE.
O INSTALL 34 LF OF 12—INCH DI PIPE.
OREMOVE AND REPLACE EXIST. CB WITH NEW TYPE 1 CATCH BASIN.
REMOVE AND REPLACE EXIST CONCRETE CURB &GUTTER AND
PAVEMENT AS NEEDED TO INSTALL CATCH BASIN. TRANSITION TO
EXIST CURB &GUTTER SHALL BE SAWCUT. ADJUST LOCATION TO
BE SET AT GUTTER LINE.
OEXIST 8"(t) SD. REMOVE AS NEEDED TO INSTALL NEW SD. FILL
ABANDONED SECTION WITH CDF.
Og INSTALL 8 LF OF 12—INCH DI PIPE.
10 INSTALL TYPE 1 CATCH BASIN.
11 REMOVE AND REPLACE EXISTING CATCH BASIN WITH NEW TYPE 1
CATCH BASIN.
GENERAL NOTES
1. RESTORE PAVEMENT PER COR STD DETAIL 110.
2. CONSTRUCT CURB AND GUTTER AND SIDEWALK PER COR STD
PLANS 101.1, 102 AND 103.
STRUCTURE SCHEDULE
NO.
NORTHING *
EASTING *
STRUCTURE TYPE, DETAIL
FRAME & LID/GRATE, DETAIL
NOTES
REFERENCE
REFERENCE
SDCB01
177787.9755'
1311323.7059)
CATCH BASIN TYPE-1, PER COR
VANED GRATE PER COR STD.
STD PLAN 200.00
PLAN 204.00 AND 204.20.
SDCB02
177782.8129'
1311357.8540'
CATCH BASIN TYPE-1, PER COR
VANED GRATE PER COR STD.
STD PLAN 200.00
PLAN 204.00 AND 204.20.
SDCB03
1
177757.9991'
1311357.3910'
CATCH BASIN TYPE-1, PER COR
SOLID CIRCULAR COVER PER
STD PLAN 200.00
DETAIL 4 ON DWG C5.
SDCB04
1
177723.1099
1311356.7827
CATCH BASIN TYPE-1, PER COR
VANED GRATE PER COR STD.
STD PLAN 200.00
PLAN 204.00 AND 204.20.
* ALL COORDINATES ARE REFFERED TO THE CENTER OF STRUCTURE
20 10 0 20 40
1 "=20'
Scale Feet
_ 10 5 0 10 20
Scale Feet
5 2.5 0 5 10
R-398906 1 5 Scale Feet
SCALE DATE
VERTICAL: NAVD ,988 HEATHER DOWNS DETENTION POND WATER / /
AS NOTED HORIZONTAL: NAD ,s83i,g9, CITY OF 2 01 2020
PRI
QUALITY RETROFIT PROJECT PACE: °°N
RENTON PAGE
ONE INCH DATUM � DRAWING N0:
AT FULL SCALE C 4
E NOT ONE INCH
SCALE ACCORDINGLY Planning/Building/Public Works Dept. PLAN & PROFILES -SCHEDULE B WORK
SHEET: OF
6 8
S W P- 3 9 8 9