HomeMy WebLinkAboutD-373110T
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r-
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PAY ITEM LIMIT
—8.28' 1'
STATION
CALLOUT CURB
POINT A C-4 3" DEPRESSED
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GUTTER CURB
PROJECTED FACE
OF CURB
PLAN
SLOPE TO /
MATCH ROADWAY 1
STATION'
CALLOUT
CURB POINT B
12" DROP
CONSTRUCT 18"
WIDE CHANNEL
WITH 3H:1V SIDE
SLOPE AND 3"
MINIMUM DEPTH
8" THICK
SECTION
COBBLES
A
SCALE: NTS
—
INLET CURB CUT
DETAIL_
SCALE: NTS
C-2
PAY ITEM LIMIT
' CURB
GUTTER —y
m I
DI ANI
CURB (BEYOND)
5%_ 2" DROP BOTTOM OF SWALE
6.5
�1
GUTTER
8" THICK COBBLES
SECTION B
SCALE: NTS —
SIDE CURB CUT DETAIL
SCALE: NTS C-2
E
M.,
SAWCUT (IF WITHIN EXISTING PAVEMENT
12
SECTION) SEE ROADWAY SECTION
TYP
FOR PERMANENT PAVEMENT
THICKNESS
—
i
NATIVE BACKFILL MATERIALS AS APPROVED
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BY THE ENGINEER, OR IMPORTED TRENCH
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BACKFILL COMPACTED TO 95% MAX DENSITY
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i r r r r r r r r i r
STORM SEWER PIPE, SEE NOTE 2
GRAVEL BACKFILL FOR PIPE
ZONE BEDDING OR BEDDING
MATERIAL FOR FLEXIBLE PIPE,
SEE NOTE 1
TYPICAL STORM SEWER TRENCH
SECTION 3
SCALE: NTS C-2
{�qK9 W
RECOMMENDED
FOR APPROVAL
BY
BY
PNO
CB213 DETAIL_
SCALE: 1 "=2' C-2
REVISION
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)UT (TYP.)
DT' DIA.
J. STICK
J. WILSON
xcck[°R. CHUNG
BY DATE APPR P1O1ED. ATCMISON
NOTES:
1. PIPE ZONE BEDDING AND BACKFILL FOR STORM SEWERS SHALL BE IN
ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 220.00 "PIPE
COMPACTION DESIGN AND BACKFILL".
2. FOR STORM SEWER INVERT, DIAMETER, AND PIPE MATERIAL, SEE THE
DRAINAGE PLANS AND PROFILES.
3. FOR STORM SEWER CROSSING UNDER EXISTING WATER LINE, BACKFILL
WITH CONTROLLED DENSITY FILL FROM TOP OF STORM SEWER PIPE TO
THE BOTTOM OF WATER LINE. BACKFILL THE TRENCH WITH CONTROLLED
DENSITY FILL FOR A TOTAL DISTANCE OF 6 FEET CENTERED ON THE
WATER LINE.
4. FOR TYPICAL TRANSVERSE TRENCH IN THE ROADWAY, SEE CITY OF
RENTON STANDARD PLAN H032.1.
5. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND
TEMPORARY PATCHED WITH 2" MINIMUM HOT MIX ASPHALT AT THE END OF
EACH WORK DAY.
6. FINAL ASPHALT PATCH SHALL BE INSTALLED WITHIN 2 WEEKS OF FINAL
INSPECTION.
7. FOLLOWING THE COMPLETION OF STORM AND WATER IMPROVEMENTS, AND
ALL RELATED IMPROVEMENTS, THE CONTRACTOR SHALL REMOVE ALL
EXISTING ASPHALT, SUBSTANDARD SUBGRADE MATERIAL, AND REPLACE IT
WITH 6" SURFACING TOP COARSE AND 4" OF HOT MIX ASPHALT.
12" MIN. THICKNESS OF
2"-4" QUARRY SPALLS
GRAVEL BACKFILL FOR DRAINS —
EXISTING 12" SD
I I
^FFSETTED KNOCKOUT (TYP.)
X
1
_ N-am=K
EXISTING 18" SD
CB TYPE 2, 48" DIA.
C132-18 DETAIL
SCALE: 1
FINISHED GRADE IN
FRONT OF WALL
1
6
w =
x 0
} w
W X
Y Z <
U Lio
� Y of
Z
m
w
PERFORATED PIPE 6" MIN.
NON —WOVEN GEOTEXTILE FOR KEYWAY
UNDERGROUND DRAINAGE
ROCKERY WALL
SCALE: NTS C-2
�EAS NOTED CITY OF °0�/OS/201
RENTON HARRINGTON AVENUE NE PHASE II
SUNSET COMMUNITY - GREEN CONNECTIONI
DATUM w
AT Planning/Building/Public Works Dept. DETAILS C-6
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D-373110