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CONST BASELINE
EX GRADE (VARIES) SEE DETAIL FOR RIPLEY LANE
r___ ___ _____ _ ___ rRESTORA— REQUIREMENTS
FORPRE RESTORATION SHORE I ( �/— FORPRESTORATION SHORING
3.5' 6' 6' 6'
BANK RUN BACKFILL FOR TRENCH
EXCAVATION OF UNSUITABLE BACKFILL SECTION 9 -03.19 OF
SOIL AND BACKFILL OF THE SPECIAL PROVISIONS 36"
FOUNDATION MATERIAL (IF
NECESSARY) DEPTH AS / / /j CLASS F BEDDING
APPROVED BY ENGINEER.
MATERIAL SHALL MEET
SECTION 9- 03.13(6
QUARRY SPALLS W/ MAX
STONE SIZE=
0 0 0 0 0 0 0 0 0 0 0 0
ICSBC BEDDING UNDER PIPE
(6" MIN, 12" MAX)
GEOTEXTILE 18"
TYP PIPE TRENCH
4- 36 "SD (HDPEI
SECTION /A,
1/4 " =1 - -0" TYP
RIPLEY LANE PAVEMENT RESTORATION
SECTION
TYP
IMPORTED FILL SOIL/ CRUSHED
SEAHAWK SITE
MEMBRANE CAP SECTION
SECTION n
1/2 " =1' -0" TYP
@E&p1,iLENDED POR aPPRDVat _ I FENCE AND _CONCRETE f
BYI:.___ _ Datel
BYI---------------- Datel________
1231 FRYAR AVENUE
SUMNER, WASHINGTON 99399 Byi________________ Dat ----------
7.253.883.5129 F.253863.99C6 ^
Iw.w,p9remaWxcom By' ---------------- Date:________ NO. / \ REVISION
1\IDl10TCn CU 1
_._. SOR
FABRIC
SEAHAWK SITE
INDICATOR FABRIC
SECTION rD'�\
3/8 " =1' -0" TYP
PAY LIMIT
TRENCH BACKFILL
6' -0" FOR 18" TO 6" SEWER LINES
AND 12" WATERMAIN
5' Typ
a a i
d, a '.
4 a
� a
a .
a
a
d 4 a a
q / .
0
g a a
12" DR 35 PVC SEWER PIPE
AND 12" WATER MAIN
TYPICAL TRENCH BEDDING AND BACKFILL
SECTION n
NO SCALE TYP
BY I DATE I APPR
D vcx 9:
R. HERMES
DM.:
J. SETZVOG
SEE DETAIL FOR RIPLEY LANE
RESTORATION REQUIREMENTS
SUBSEQUENT BACKFILL MATERIAL
OR IMPORT PER SECTION 9 -03.19
BANK RUN GRAVEL FOR TRENCH
BACKFILL OF THE SPECIAL
PROVISIONS.
BEDDING MATERIAL
GEOTEXTILE
EXCAVATION OF UNSUITABLE SOIL AND
BACKFILL OF FOUNDATION MATERIAL
(IF NECESSARY) DEPTH AS APPROVED
BY ENGINEER. MATERIAL SHALL MEET
SECTION 9- 03.9(1) QUARRY SPALLS W/
MAX STONE SIZE= 4"
AS SHOWN
ONE INCH
AT NLL $CNE
IP NOi ONE INCH
SCP1E ACC9RDINCLT
GENERAL NOTES;
1. ALL EXCAVATION AND BEDDING AND
BACKFILL MATERIALS'' BEYOND PAY LIMIT
OF TRENCH SHALL BE INCLUDED WITHIN
THE TRENCH EXCAVATION SAFETY
SYSTEMS BID ITEM
PLACE EXPANSION AN
CONTRACTION JOINTS
CITY STD PLAN F005
D- 331518
wenrx New Iaee �- �- CITY OF
NOR2QYVL Wn 1983/1991 1
RENTON
DATUM
Planning /Building /Public Works Dept.
R =37
m
DRIVEWAY
VARIES —6' -0" MIN
Y2 "R (TYP)
Y4" PREMOLDED
JOINT FILLER
12" CSBC
SECTION
CEMENT DRIVEWAYJOINT PLACEMENT
DETAIL rl"�\
NO SCALE Cl
AS— SUILI-
9,1E
RIPLEY LANE N. STORM SYSTEM IMPROVEMENT PROJECT 3/21/08
FlEID K:
DETAILS AND SECTIONS FEE
W..G 0:
DT5
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