SITEPLANS
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ARMCO
3/25/1980
A-10-320-79
SITEPLANS
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Files
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 A-10-320-79-1.png 322.62 KB
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 A-10-320-79-1.tif 175.03 KB
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( y N Ma A ARMCO V PE - 10166 - C1 PE 10167 - C2 1999 PE 10168 More ... | |
 A-10-320-79-10.png 1.32 MB
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A-10-320-79-10.tif 1.22 MB
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DS . 06 DS . SPLIT FACE 1750 # 761 ( 24 ) # 0401 A INSULATING More ... | |
 A-10-320-79-2.png 1.30 MB
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A-10-320-79-2.tif 1.43 MB
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2 CONCRETE ENTRANCE TRUCK ENTRANCE THURSTON M Est AVE .. CONCRETE More ... | |
 A-10-320-79-3.png 1.42 MB
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A-10-320-79-3.tif 1.49 MB
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ADJUST FIRE HYDRANT TO NEW GRADE IF REQUIRED EXIST MH . - TOP 674.1 . 21 5. More ... | |
 A-10-320-79-4.png 1.38 MB
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A-10-320-79-4.tif 1.47 MB
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EXISTING MANHOLE TOP EL . 675.412 ( TO REMAIN IN PLACE . SEE DWGIC FOR TRUCK More ... | |
 A-10-320-79-5.png 1.26 MB
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A-10-320-79-5.tif 1.14 MB
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¿ BACKFILL AS SPECIFIED TO SO FINAL GRADE OR SUBORAL HAND PLACED BACKFIL More ... | |
 A-10-320-79-6.png 2.43 MB
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A-10-320-79-6.tif 2.98 MB
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CORNER END BAY For MAXIMUM BARBED WIRE VERA 2 $ 19 A *** *** More ... | |
 A-10-320-79-7.png 1.93 MB
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A-10-320-79-7.tif 1.86 MB
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ROAD LINE 12 - A 18 " EAST INV . EL . 669.25 INV . EL . 671.75 IT More ... | |
 A-10-320-79-8.png 1.33 MB
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A-10-320-79-8.tif 1.11 MB
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☺ SEE STRUCT FOR CONG SKALLS Ө M ( 8 ) NORTH 224' CLG . VI More ... | |
 A-10-320-79-9.png 1.22 MB
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A-10-320-79-9.tif 952.16 KB
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* 0-8 NORTH sadal 15-4 " 9-411 SLOPE DE 7-4 " ) 2-0â°Â² STEEL More ... | |