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TEMP SHEETING/
FOR RESTORATION
EXCAVATION OF U
SOIL AND BACKFII
FOUNDATION MATE
NECESSARY DEPI
APPROVED BY EN
MATERIAL SHALL I
SECTION 9-03.13
QUARRY SPALLS
STONE SIZE= 4"
CONST BASELINE
I /_ EX GRADE (VARIES)
V LVIL/IILL IV
TYP PIPE TRENCH
4- 36"SD (HDPE)
SECTION
1 /4"=1--0" TYP
MOW.
RIPLEY LANE PAVEMENT RESTORATION
SECTION �B�1
1 /4» =1'-0" TYP
SEE DETAIL FOR RIPLEY LANE
RESTORATION REQUIREMENTS
TEMP SHEETING/ SHORING
FOR RESTORATION
BANK RUN BACKFILL FOR TRENCH
BACKFILL SECTION 9-03.19 OF
THE SPECIAL PROVISIONS
CLASS F BEDDING
-CSBC BEDDING UNDER PIPE
(6" MIN, 12" MAX)
IMPORTED FILL SOIL/ CRUSHED
GRAVEL
12 -
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1231 FRYAR AVENUE
SUMNER, WASHINGTON 98390
T.253.863.5128 F.253.863.0946
www.parametdx.com
EARTH
30-MIL GEOMEMBRANE
SEAHAWK SITE
MEMBRANE CAP SECTION
SECTION
1/2"=1'-0" TYP
B?'I---_ - "--------- Date( -----
By, --------- - -- Dt1 eel--`- --
By, --_----_---- -- Da-te1- -----
BY, --- - - - - -- Date:-
1 1 FENCE AND CONCRETE REVISION
N0, 1 / \ REVISION
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SOIL CAP INDICATOR
FABRIC
SEAHAWK SITE
INDICATOR FABRIC
SECTION KoD1
3/8,1_ 1,-0„ TYP
PAY LIMIT
TRENCH BACKFILL
6'-0" FOR 18" TO 6" SEWER LINES
AND 12" WATERMA►N
SEE DETAIL FOR RIPLEY LANE
RESTORATION REQUIREMENTS
d 4
SUBSEQUENT BACKFILL MAT QIAL
OR IMPORT PER SECTION 9—u3.19
BANK RUN GRAVEL FOR TREN 'H
BACKFILL OF THE SPECIAL
PROVISIONS.
d
off �— BEDDING MATERIAL
f a EXCAVATION OF UNSUITABLE SOIL AND
a BACKFILL OF FOUNDATION MATERIAL
(IF NECESSARY) DEPTH AS APPROVED
° BY ENGINEER. MATERIAL SHALL MEET
a a
SECTION 9-03.9(1) QUARRY SPALLS W/
MAX STONE SIZE= 4"
12" DR 35 PVC SEWER PIPE
AND 12" WATER MAIN
TYPICAL TRENCH BEDDING AND BACKFILL
SECTION �1
NO SCALE TYP
R.H. 4 08 1
SURVEYED:
DESIGNED:
R. HERMES
DRAWN:
J. BETZVOG
CHECKED: k
BY DATE APPR APPROVED:
SCALE:
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
GENERAL NOTES:
1. ALL EXCAVATION AND BEDDING AND
BACKFILL MATERIALS BEYOND PAY LIMIT
OF TRENCH SHALL BE INCLUDED WITHIN
THE TRENCH EXCAVATION SAFETY
SYSTEMS DID ITEM
PLACE EXPANSION AND
CONTRACTION JOINTS
CITY STD PLAN F005
D=3375 18
VERTICAL: NAVD 1988
83/1 tR
HORIZONTAL: NAD 193/1991 Cl T Y OF
1`
RENTON
DATUM
Planning/Building/Public Works Dept
R=37
PLAN
DRIVEWAY
VARIES -6'-0" MIN
(SEE CONTRACT)
- y2„R (TYP)
6» y4" PREMOLDED
SLOPE JOINT FILLER
12" CSBC
SECTION
CEMENT DRIVEWAY JOINT PLACEMENT
DETAIL
NO SCALE Cl
M r
DATE:
RIPLEY LANE N. STORM SYSTEM IMPROVEMENT PROJECT 3/21 /08 -
FIELDBOOK:
PAGE:
DETAILS AND SECTIONS DRAWING NO:
DT5
SHEET: 19
OF:20
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