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CONNECTING LOOP
FRONT VIEW
FAC'TNC, TFXTI IRF
TOP VIEW
LOOP STEEL
NOTE:
1) MINIMUM CONCRETE COMPRESSIVE STRENGTH AT
28 DAYS IS 5500 PSI
2) 6% AIR ENTRAINMENT
3) 3 LBS STRUCTURAL FIBER PER CUBIC YARD
4) FACING TEXTURE AS SPECIFIED IN CONTRACT
FACING TEXTURE
"LOOP HEIGHT"
RIGHT ANGLE DISTANCE FROM
COUNTERFORT BEARING AREA ON 6.75"-
CONNECTING LOOP BACK OF PANEL TO INSIDE OF LOOP TOLERENCE
-o + .2s°
3 3/4"
JECTING LOOP
LOOP MATERIAL 204-115KSI-
DIA..25"STAINLESS STEEL
OR APPROVED EQUAL
(MILD STEEL GALVANIZED-GALVAN)
SIDE VIEW
NOTE:
(LOOP EMBEDMENT STAYS THE
SAME FOR ALL TEXTURES)
6.�5t j
CONNECTING LOOP
BOTTOM VIEW
NOTE:
(MEASURED FROM BACK OF PANEL TO INSIDE RADIUS OF
CONNECTING LOOP)
LOCK + LOAD PANEL
PLAN VIEW OBTUSE
INSIDE CORNER
Or) _1Or) r%C:t_-DCCC
FILL BETWEEN
OGRID
PLAN VIEW ORTHOGONAL
OUTSIDE CORNER 90 DEGREE
PICTORIAL VIEW
0
EXTEND ALL GEOGRID/MESH (Min. 4" or 100mm
+/- 1") vertically at the back of panel. Ensuring a
100% overlap connection surface and
reinforcement gets to the back of the panel as per
design parameters..
ACING GRAVEL, CRUSHED (well /
gap graded) 3/4" MAX PARTICAL SIZE
< 5% FINES
SPECIFIED DESIGN SPECIFIC
GEOGRID REINFORCED MSEW
FILL BETWEEN
OGRID
PLAN VIEW OBTUSE OUTSIDE
CORNER 90-180 DEGREES
GEOGRID PLACEMENT (TYR)
� 3.0" �~ 3.85"
NOTES I =
1. All details on this sheet are manufacturer's details, 274"J IL-6.0"
dated January 6, 2012. TOP VIEW REAR VIEW
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
crn
.75 CLEAR TO REBAR
EIGHT
SIDE VIEW
Geotechnical Engineering
Environmental Services
Earthwork Observation & Testing
CESCL & Stormwater Services
REDMOND 425-449-4704
PASCO 509-905-0275
SILVERDALE 360-722-5081 esnw.com
NOTE:
1) MINIMUM CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS
5500 PSI 42 mpa
2) 6% AIR ENTRAINMENT
3) 3 LBS STRUCTURAL FIBER PER CUBIC YARD
LOCK + LOAD COUNTERFORT
Lock + Load Typical Details
HARMONY RIDGE
Renton, Washington
PLAN VIEW ORTHOGONAL
IINSIDE CORNER 90 DEGREE
I
VELOPMENT ENGINEERING
HBray 02/10/2026
D, HoF-
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734
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FSS/OVAL
03/21 /2025
R-436049
Sheet No.
W3