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° (DESIGNED BY OTHERS)
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FORM WORK SLOTTED
TO RECEIVE POST GEOGRID
UNIT FILL
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TENSAR GEOGRID SHALL BE PLACED
AS SHOWN ON GEOGRID ORIENTATION TENSAR GEOGRID
DETAIL IN ALL OTHER AREAS.
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MESA STANDARD UNIT +
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DETAIL OF FENCE POST ON TOP OF WALL
NOT TO SCALE
STEP is PLACE AND COMPACT FILL TO BOTTOM OF FENCE
STEP 2: SET BLOCK TO ELEVATION OF POST GRID
STEP 3: SET POST FORM
STEP 4 BACK TO POST GEOGRID
STEP 5. PLACE POST GRID AND STRUCTURAL WALL GEOGRID
STEP 6: SET BALANCE OF BLOCKS
STEP 7: PLACE POST AND CONCRETE
STEP 8: COMPLETE BACKFILL
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DRAIN PIPE ; -` v , }' _ --` _ a - PROPOSED GRADE
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DRAIN PIPE OUTLET DETAIL
NOT TO SCALE
6" UNREINFORCED CONCRETE TRIM FINGERS IN FRONT
(3000 PSi MIN. COMPRESSIVE STRENGTH) OF TRANSVERSE BAR
OR 6- (MIN.) COMPACTED STRUCTURN FILL (SEE NOTES) 5/8" (NCIM.) MESA STANDARD UNIT
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LEVELING PAD DETAIL
NOT TO SCALE PLACETRANSVERSETRANSVERSE BAR AGAINST
MESA CONNECTOR
NOTES: BATTERED ALIGNMENT
i.} MAXIMUM WALL HEIGHT TO BE FOUNDED ON COMPACTED STRUCTURAL MESA STANIIARD UNIT AND GEC)GRIT� CONNEGTION $DETAIL
FILL SHALL BE DETERMINED BY THE ENGINEER PRIOR TO CONSTRUCTION.
2.} THE LEVELING PAD FOR THE MESA RETAINING WALL SYSTEM SHALL NOT TO SCALE
BE CONSTRUCTED FROM THE SAME MATERIAL. FOR THE ENTIRE WALL
LENGTH. IN NO CASE SHALL A COMPACTED STRUCTURAL FILL PAD
AND CONCRETE PAD BE USED IN THE SAME WALL.
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FENCE
(DESIGNED BY OTHERS)
. MESA CAP UNIT
( 4.5 MIN.
CONRETE
— i (DESIGNED BYILL OTHERS)
' MESA UNIT
TENSAR GEOGRID
FORM WORK SLOTTED
TO RECEIVE POST GEOGRID
_ UNIT FILL
> -A"�' re'CZ?441 wro sry FENCE POST ON TOP OF WALL DETAIL TYPICAL)
3 TENSAR GEOGRID SHALL BE PLACED
UN17°- AS SHOWN ON GEOGRID ORIENTATION
DETAIL IN ALL OTHER AREAS. TENSAR GEOGRID
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ALE TOP OF WALL
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$ ac, p d I��_��__��.__�t �!,, (`i fr It STEP is PLACE AND COMPACT FILL TO BOTTOM OF FENCE '
1l6"11t I{ I1,+{ESA 2- 04, �f� �� O i� �%T � 31 � � STEP 2: SET BLOCK TO ELEVATION OF POST GRID
tftr *� "r STEP 3: SET POST FORM
Iffrj , t+► STEP 4: BACK TO POST GEOGR(D
�dtd N �tt j � i��y STEP S: PLACE POST GRID AND STRUCTURAL WALL GEOGRID
t•.li*9�t�t•r,, j j STEP 6: SET BALANCE OF BLOCKS
d i `"�"" i STEP 7: PLACE POST AND CONCRETE
(?a jopdi � .�+i N 1 G j�l�"` •' 4%) �rt�SrA �►! (r � � STEP 8: COMPLETE BACKfIIL 01
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MESA UNITS
( CUT BLOCK TO FIT AROUND PIPE
f227.om} (.657mm)
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1J 4" min.
q T a .7AD
DRAIN PIPE;-- 12 PROPOSED GRADE
---- ---- -LEVELIN6 ---- .
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DRAIN PIPE OUTLET DETAIL
NOT TO SCALE
TYPICAL LEVELING PAD STEP DETAIL
NOT TO SCALE
6" jNREIN[ORCEG CONCRET - TRIM FINGERS IN FRONT
3pOG PSI MIN COMPRESSIVE STRENC,H) Of TRANSVERSE BAR
OR C COMPACTED STRU TURA F?, (SEE, NOTESy 5/6' (NOM } L
MESA STANDARD UNIT
MESA UN>,
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Mt SA STANDARD CONNECTOR
i TENSAR STRUCTURAL GEOGRID
!EVE IL NG PAD DETAIL
NO' TO SCALE ";ACE TRANSVERSE BAR AGAINST
MESA CONNECTOR
NOTES: fA"caEp A.iGNME%,
t.) MAXIMUM WALL HEIGHT TO BE FOUNDED ON COMPAC E STRUC RAi MES( ...STANDARD U'�IT A,
�, SHALL BE DETERM.N£u B THE ENGINEER QR+OR ,; C,.NS 0QC-ION AN GEOGRID CONNECTION DETAIL
2.) THE LEVELING PAC FOR THE MESA RE'AiNiNG WALL SYSTEM SHALL NOT 70 SCALE
BE CONSTRUCTED FROM THE SAME MATERIAL aOR THE E,NTIR% WALL
'LENGTH. IN NO CASE SHALT A COMPACTED STRiiC-URAL FILL PAD
AND CONCRETE PAD BE USED IN THE SAME WALL.
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