|
��„ �•,,,,,b•,,,,+,�, DRAINAGE AGGREGATE
<br /> W�
<br /> �;, • Z
<br /> PERF. DRAIN
<br /> PIPE W
<br /> ® '�..ya!'i?l ,,i"e�" ;'�w7,6�=�'•.. v
<br /> it amsrt.urm +•�• 7 O
<br /> �N o.a•ow I-.--�-1-.a•
<br /> VERSA-TUFF PIN LJ
<br /> S��` l o►ansos VFa• r+rr OPEN JOINT AT
<br /> ®• OFwue raga 40 FT. CENTERS
<br /> " ;• WRQ Rom°�p�
<br /> DRAIN DETAIL
<br /> SCALE: NONE 0)
<br /> ® NOTE: FOR STRAIGHT WALLS, ALTERNATE A-CAP AND B-CAP L
<br /> \ • FOLLOW GEOSYNTHETIC GRID MANUFACTURER'S
<br /> INSTALLATION INSTRUCTIONS AND SPECIFICATIONS
<br /> • GEOGRID LENGTH AND ELEVATION PLACEMENT SHALL g
<br /> BE DETERMINED BY WALL DESIGN ENGINEER A-CAP B-CAP
<br /> ti 0
<br /> GEOSYNTHETIC INSTALLATION DETAIL
<br /> SCALE: NONEN O
<br /> SPLIT SIDE OF CAP '�
<br /> AND STANDARD UNIT
<br /> RANDOMLY STAGGER
<br /> VERTICAL JOINTS
<br /> DA
<br /> Tc
<br /> d:..:y:a,•5'r yrv�2•�'�a"{..N;:•:<�la.f f.'j�.rw-,.s`�S+w U' .-,:nii�;:�.
<br /> RANDOMLY STAGGER `�aS':';) ', '>:�,1 .' .. Vx��,:.. r.c,;:. >..�� .y:,,�h."• ..
<br /> FINISHED GRADT VERTICAL JOINTS a• P: w Y p
<br /> Y�.S!'�::t,�a.•:ij..vy.i.y.2y�;`�.'y'!,t'N',:t,�P){ ��.ifu,:�iP�'f:•):.
<br /> LINE •kN..;�`...c <".oi'.:.;k^�'c r.:".:S:i,l:;%Lc v.';":, ;"w.t :.
<br /> ,;,z'i% -'' '{: i `"',1;`i;: .i ,": :r;;: ;`•?P,i::' .c.t, CAPPING DETAIL—PROFILE
<br /> STEP AT TOP OF WALL
<br /> • .. Y'i.'.:. rel,•;;,. v.,P::: 'nl�°•�,
<br /> • ...� : :. ." .::� SCALE: NONE
<br /> z/ �R::'::i'i�i ...7'i :�'�•',,i'�;�:�:�::1+�Z4„t;. •.'. ..ti+'�"' !1
<br /> •,•.� ,y,. ). ,y:^ii!:a�i �:;?.i:w,it':. `:?:jt is FILTER FABRIC
<br /> GRANULAR LEVELING
<br /> III=III III I I III. y �,i. •r i��l
<br /> AD 6" THICK -III-III=�=1 I f=ll <., . ...- r•:'..f ��I!! I
<br /> III—III I I—III— I=I(
<br /> I—IEXISTING STRUCTURE
<br /> II
<br /> III-I I-III—II ' BURY ONE ADDITIONAL
<br /> FULL UNIT MIN.
<br /> UNDISTURBED SOIL
<br /> NOTE:
<br /> • LIMIT CHANGES IN BASE ELEVATION [n
<br /> TO 6” PER STEP TO AVOID ° • a.~
<br /> DIFFERENTIAL SETTLEMENT
<br /> • STEP AS NEEDED TO MINIMIZE NOTE: Z
<br /> BURIED UNITS AND MAINTAIN MINIMUM SEE NOTE . AT ABUTMENT, ALTERNATE FULL UNIT WITH HALF Z Q
<br /> REQUIRED EMBEDMENT UNIT EVERY OTHER COURSE Q
<br /> • START AT FIXED POINTS AND WORK INTO MIPOU F�
<br /> PART OF WALL W
<br /> STEPPING BASE DETAIL • SDO NOT TRUCTURES VERSA-LOK UNITS TO OTHER
<br /> SCALE: NONE WALL ABUTMENT DETAIL
<br /> SCALE: NONE
<br />
|