HomeMy WebLinkAboutWTR2702953.26L0
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A B I C D I EI F I G
ULTRA BLOCK FLAT TOP OR FLAT
CAP (TYP)
SAFETY FENCE PER DETAIL 2
FINISHED GRADE BEHIND WALL
- 6" MIN.
STRATAGRID SG 200 GEOGRID OR
APPROVED EQUIVALENT. REFER TO - 3' MIN -
CONCRETE OR GROUT POST IN PLACE
GEOGRID SCHEDULE FOR GRID
ULTRABLOCK STANDARD UNIT (TYP.)
ELEVATIONS AND EMBEDMENT
1
LENGTHS (L) - _ _ - _ - _ _ _ f F
6 DRAINAGE ZONE - 12" MIN.
`
GRAVEL BACKFILL FOR DRAINS
WRAPPED FACE-
REINFORCED BACKFILL - WSDOT _ _ _ _
(WSDOT 9-03.12 (4 ))
_ _
9-03.14(1) GRAVEL BORROW.
WALL REFERENCE LINE
BACKFILL SHALL BE PLACED IN 10" - -
EXISTING GRADE
LOOSE LIFTS AND COMPACTED TO AT --
= FINISHED GRADE
om
LEAST 95% OF MAXIMUM DRY
18"} MIN
DENSITY DETERMINED BY ASTM
OVEREXCAVATE UNSUITABLE
D-1557 TEST METHOD. 4" DIA. SDR 40 PERFORATED
` `, �; < ` SUBGRADE SOILS BELOW BLOCK WALL
/jt
T
DRAINAGE PIPE (WSDOT 9-05.2(6)). " / 1 << ;5
MiNl. �, , AND REPLACE WITH COMPACTED BASE
CONNECT TO SITE STORM DRAIN
`' ��� COURSE (WSDOT 9-03.9(3)) AS
STMH#5. SLOPE AT 2%+/-.
DIRECTED BY ENGINEER (2.5' MIN.
CONSTRUCTION SEQUENCE:
BELOW LOWER BLOCK)
1. OVEREXCAVATE AND REPLACE ZONE
OF UNSUITABLE SUBGRADE SOILS
BELOW BLOCK WALL AND REPLACE
WITH BASE COURSE (WSDOT
9-03.9(3)).
NOTES:
2. CONSTRUCT REINFORCED BACKFILL. 1. CORE DRILL THROUGH CAP BLOCKS FOR
SAFETY FENCE POSTS.
INSTALL SETTLEMENT. PLATES PER 2. CONCRETE OR GROUT SAFETY FENCE POSTS IN PLACE.
SETTLEMENT PLATE DETAIL THIS
SHEET AT WALL STATIONS 0+25,
0+75, AND 1+25 ALONG CENTERLINE
OF BLOCK WALL.
3. MONITOR ELEVATION OF SETTLEMENT
PLATES AND PROVIDE RESULTS TO
ENGINEER.
4. REMOVE SETTLEMENT PLATES WHEN
DIRECTED BY ENGINEER. TYPICAL REINFORCED BACKFILL - BLOCK WALL
5. CONSTRUCT BLOCK WALL, DETAIL
1
PERFORATED DRAINAGE PIPE, AND
DRAINAGE ZONE. NTS.
C43
G�
SAFETY FENCE DETAIL
DETAIL 2
N TS. 44
SURVEYED: -
SCALE: AS SHOWN
DESIGNED: J . E.
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
DRAWN: R.B.
CHECKED: G.P.
2
RECORD DRAWINGS
RB
1 /06
GP
APPROVED: -
1
CHANGE PER ADDENDA
RB
10/03
GP
1
ISSUED FOR CONSTRUCTION
RB
10/03
GP
NO.
REVISION
BY
DATE
APPR
A
B
C
D
E
a
_ PJFM9104201
ND
).D. A
�AR
N
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991 Kennedy/Jenks
Consultants
32001 32nd Ave. S., Suite 100
DATUM Federal Way, Washington 98001
F
G
19
J
11
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STA I I0i�l
GEOGRID
EMBEDMENT
GEOGRID
GEOGRI D
EMB EDME''; '
GEOGRID
EMBEDMENT
LAYER 1
LENGTH, L
LAYER 2
LENGTH, L
LAYER 3
LENGTH, I_
LAYER 4
LENGTH, L
ELEVATION
(FT)
ELEVATION
(FT)
ELEVATION
(FA
EEVA110N
(ET)
(FT)
(FT)
(FT)
\,=A
0+00
TO
75.5
".
77.5
' .5
0+18
TO
75.5
'' . 5
4.5
78.5
4.5
0+28
0+28
TO
75.5
4.5
77.5
4.5
79.0
4.5
0+38
0+3E
TO
-:. -
5
77.5
' . 5
79.5
4.5
0+48
0+48
TO
75.5
5.5
77.5
5.5
79.5
5.5
80.0
5.5
0+60
TO
75.5
5. 5
77. 5
5.5
79.5
5. 5
80. L)
0+72.0
0+72.0
TO
75.5
77.5
5.5
79.5
5.5
81.
0+85
0+85
TO
75.5
7.0
7.0
79.5
7.0
81.5
7.0
1 +37.67
*STRATA GRD SG 200 GEOGRID, OR APPROVED EQUAL
SETTLEMENT PLATE DETAIL
NOTES:
1. INSTALL SETTLEMENT PLATES ON FIRM GROUND
OR ON SAND PADS IF NEEDED FOR STABILITY.
TAKE INITIAL READING ON TOP OF ROD.
2. RECORD THE ELEVATION OF THE TOP OF THE
MEASUREMENT ROD WEEKLY.
3. RECORD THE ELEVATION OF THE TOP OF THE
MEASUREMENT ROD TO THE NEAREST 0.01 FOOT.
4. THE ELEVATIONS SHOULD BE REFERENCED TO A
TEMPORARY BENCHMARK LOCATED ON STABLE
GROUND AT LEAST 100 FEET FROM THE AREA
BEING FILLED.
W=2953BB
ECONOMIC AND ENGINEERING
SERVICES, INC.
10900 NE 4TH STREET, SUITE 1110
BELLEVUE, WASHINGTON 98004
PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA /OLYMPIA, WA
J I K
MEASUREMENT ROD,
1/2-INCH DIAMETER PIPE
OR REBAR
EXISTING GROUND
SURFACE
BATTLEMENT PLATE
DETAIL 3
NTS. C43
SAND PAD, IF
NECESSARY
NOT TO SCALE
A
CASING, 2-INCH DIAMETER PIPE
-(SET ON PLATE, NOT FASTENED)
COUPLING WELDED TO
PLATE
SETTLEMENT PLATE
16"x16"x1 /4"
CONSTRUCTION RECORD DRAWING NOTICE
10
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These record drawings have been prepared based upon 2
information contained in addenda, change orders, or
other available construction information, and information
provided by the Contractor, and by others. HDR has not
verified the accuracy or completeness of the information
provided to it and does not warrant the accuracy or
completeness of these record drawings. Users of this
information shall be solely responsible to verify any and
all information represented herein prior to any such use
of the information.
'�- CITY OF RENTON DATE: OCTOBER, 2003 1
"u Planning/Building/Public Works Dept.
MAPLEWOOD PROJECT No. 3-01-358
WATER TREATMENT AND GOLF COURSE IMPROVEMENTS REVISION No. 2
RETAINING WALL DETAILS SHT NO.
DWG NO. C44
L M N W 29�3AA
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