HomeMy WebLinkAboutR-416610AS -BUILT SITE CROSS SECTION
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PROPOSED GRADE, AT: ;LINE
EXISTING GRADE AT SECTION LINE
85
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ELLIOTT FARMS
A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
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FIG = 95.00
PROPOSED GRADE:
AT SECTION .LIN.E..
.EXISTING.GRADE
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PROPOSED 6' HIGH MAX MODULAR
BLOCK WALL. SEE :WALL DESIGN
PREPARED BY TERRA ASSOCIATES
-�;�; : 01� THIS ;SHEET. STONE TERRA'
. . . . . . . . BLOCK SIZE: 4'X4'X2' . .
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PROPOSED GRADE ;AT; SECTION ;LINE
EXISTING GRADE: AT. SECTION : LINE ---�
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2.5' R'W DEDICATION
FENCE OR PEDESTRIAN
1" SETBACK RAIL AS REQUIRED
PER BLOCK (TYP.)
V COMPACTED NATIVE FILL
It ABOVE DRAIN COLUMN
STONETERRA® i i 111 II II II II II II II II II II II II II
12" BENCH-
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6 - COMPETENT NATIVE SOILS
(MAX.)
STONETERRAP MOVE BLOCKS FORWARD DURING
24" BLOCK INSTALLATION TO ENGAGE SHEAR
KNOBS (TYP.)
11(MIN.) WIDE DRAIN ROCK 1/2" TO
2(MAX.) 1' .) 1 1/2" CLEAN CRUSHED ROCK
1
4" MINIMUM DIAMETER PVC
COMPETENT NATIVE SOIL TO BE DRAIN PIPE SURROUNDED BY
CLEAN DRAIN ROCK TAKEN TO
VERIFIED BY GEOTECHNICAL APPROVED POINT OF DISCHARGE
ENGINEER
4-INCH THICK 5/8" CRUSHED ROCK
LEVELING PAD
STONETERRA BLOCK GRAVITY WALL
NOT TO SCALE
NOTES:
1.) REFER TO CIVIL DRAWINGS FOR WALL
ALIGNMENT AND ELEVATIONS
2.) STONETERRA BLOCK WALL ASSEMBLY TO BE
COMPLETED PER MANUFACTURERS SPECIFICATIONS.
Terra STONETERRA CUT WALL DETAIL
ELLIOT FARMS
Associates, Inc. RENTON, WASHINGTON
Consultants In Geotechnlcal Engineering
Gealagy and Prei No.T-6737-1 Date DEC 2020 Figure 1
Environmental Earth Sciences 1• �
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SECTION X2
HORIZ. 1 "=20' — VERT. 1 "=5'
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SURVEY DATUM 1 RECORD DRAWINGS AS -BUILT
HORIZONTAL DATUM: VERTICAL DATUM: 2 AS -BUILT PUNCHLIST COMMENTS DATED JUNE 1, 2022
HORIZONTAL DATUM IS NAD 1983(91) PER CITY OF VERTICAL DATUM FOR THIS SITE
RENTON. CITY OF RENTON CONTROL POINT NO. 1857 IS NAVD 1988 PER CITY OF
WAS HELD FOR POSITION AND A LINE BETWEEN CITY RENTON. CITY OF RENTON
OF RENTON CONTROL POINT NO. 1640 AND CONTROL POINT NO. 2192 WAS
CONTROL POINT NO. 1860 WAS HELD FOR ROTATION, HELD FOR ELEVATION, BEING
BEING S86`32'23°E. 98.199 FEET(NAVD88). N0. REVISION
3+00
MTS 4/15/22 gJT SURVEYED:
MTS 6/21/221 BJT DESIGNED:
MTS
DRAWN:
KLB
CHECKED:
MTS
BY DATE APPR APPROVED:
BJT
E•%�
SCALE. VERTICAL-
1 a=20e HOR ONTAL NAD 1983/1991 CITY OF
P"RI RENTON
ONE INCH DATU M •
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
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AS -BUILT SITE CROSS SECTION 6/21 /22 LU o0
T R I P O I N T E FlELDBDDK:
PAGE:(425) 455-2900
DRAWING N0:
15900 SE EASTGATE WAY. SUITE 300
BELLEVUE, WA 98008 SHEEr:10 OF.46