Villages of CC 5-PN 160129T
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BACKFACE MAY BE
IRREGULAR.
INDICATES ZONE WHERE -
STONE IS TO BE FULLY
MORTARED TOGETHER TOP
BOTTOM, FRONT AND BACK
V-0` EACH SIDE OF
CENTER LINE OF COLUMN
EXCAVATION
LINE
POINT ALL FACE
STONE JOINTS,
TYPICAL WALL SECTION W/BRICK: WALL PANEL TYPICAL WALL SECTION W/O i O'x2'-O" THIN WALL, BRICK COLUMN TYPICAL WALL SECTION W/2'-0"x2'-0"- BRICK COLUNN
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CONTINUOUS GRAVEL
OR ROCK WITH
MIRAFY FILTER
FABRIC ON TOP OF
GRAVEL OR ROCK
MIRAFY FILTER
FABRIC AT END OF PIPE
Cl D
CLAY SOIL BELOW
WEEP PIPE
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FACE STONE
PER OWNER
BACK W/ON SITE
:4,.
CLEAN SAND MATERIA
TIGHTLY FITTED
"TONE,
TIGHTLY FITTED STONE,
NO MORTAR REQUIRED
NO MORTAR REQUIRED
3" DIA. WEEP
HOLES AT 8' 0 C.
ALLEY PVM'T
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BY OTHERS
EXPENSION
JOINT
6
FOOTING EXCAVATION AND
FOOTING EXCAVATION AND
BEARING CONDITIONS SHALL BE
1
17
BEARING CONDITIONS SHALL BE
VERIFIED BY FALKDFSKE
VERIFIED BY FALKOFSKE
B
ENGINEERING, INC,,, PRIOR TO
B
ENGINEERING, INC,, PRIOR TO
PLACING ROCK IN EXCAVATION,
PLACING ROCK IN EXCAVATION,
BOTTOM OF EXCAVATION TO BE IN
BOTTOM, OF EXCAVATION TO BE
IN
UNDISTURBED NATIVE SOILS.
UNDISTURBED NATIVE SOILS,
TYPICAL WALL SECTION W/BRICK: WALL PANEL TYPICAL WALL SECTION W/O i O'x2'-O" THIN WALL, BRICK COLUMN TYPICAL WALL SECTION W/2'-0"x2'-0"- BRICK COLUNN
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MIRAFY FILTER
FABRIC ON TOP OF
GRAVEL OR ROCK
MIRAFY FILTER
FABRIC AT END OF PIPE
Cl D
CLAY SOIL BELOW
WEEP PIPE
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3NSAONIVI NHOP AHIOW11
JOB NO, 12.97
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