HomeMy WebLinkAboutR-4360506' FENCE OR PEDESTRIAN GUARD RAIL
SPECIFIED BY ENGINEERING
EMBED POST IN 6"-8" DIA PVC SLEEVE
OR SONO TUBE 32" MIN 48" MAX OR
SPCIFIED BY ENGIEER
6"-4" PVC SLEEVE
SMALLER FENCEING OR HAND[
SPECIFIED BY ENGINEEF
8' ON CENTER SPACING FOR FENCE OR PEDESTRIAN
GUARDRAIL BY OTHERS EMBED POST IN A 8" DIA
PREINSTALLED
NOTES
2ND COURSE OF COUNTERFORT
APPROXIMATE O/C
FENCE DETAIL
1. All details on this sheet are manufacturer's details,
dated January 6, 2012.
2. ESNW offers no warranty, express or implied, regarding
the manufacturer's details depicted on this sheet.
Lock + Load wall manufacturer and/or Geotechnical Engineer
(as appropriate) to be contacted if questions arise and/or if
clarification is needed regarding these details during construction.
Client Ichijo USA Co., Ltd.
Proj. No. 8888.02
Date 03/21/2025
Designed KDH
Drawn MRS
Checked KDH
Approved KDH
No. Date Revision
EARTH
SOLUTIONS jCd
FACING GRAVEL FOUNDATION
MIN. 2'X6" (60OX150mm) -
COMPACTED TO SPECIFICATION
Geotechnical Engineering
Environmental Services
Earthwork Observation & Testing
CESCL & Stormwater Services
FACING GRAVEL - %4 CRUSHED, CLEAR or WELL GRADED
ROCK WITH LESS THAN %5 FINES THRU A #200 SIEVE
GEO GRID
SPECIFIC
CROSS SECTION FOUNDATION PAD
FOUNDATION PAD
75"-0 +.25
�511�
5"
I 1
— 1
r27
TOP VIEW
LEFT OUSIDE CORNER
STANDARD LOOP HEIGHT
TOLERENCE -0 + .25
1„
1
REDMOND 425-449-4704
PASCO 509-905-0275
SILVERDALE 360-722-5081 esnw.com
SIDE VIEW
rI U
-j��
TOP VIEW
RIGHT OUTSIDE CORNER
TOP VIEW
LEFT OUTSIDE CORNER
NOTE:
1) MINIMUM CONCRETE COMPRESSIVE STRENGTH
5500psi AT 28 DAYS
2) 6% AIR ENTRAINMENT
3) 3 LBS STRUCTURAL FIBER PER CUBIC YARD
4) FACING TEXTURE AS SPECIFIED IN CONTRACT
OUTSIDE CORNER
Lock + Load Typical Details
HARMONY RIDGE
Renton, Washington
I
VELOPMENT ENGINEERING
HBray 02/10/2026
D. HoF-
pE WA
41Vsy%Yc9'L
734
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FSS�O NA1-
03/21 /2025
R-436050
Sheet No.
W4