Walmart
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Know what's
BELL END OR END PIECE (TYP.)
ADJUST THE OPENINGS TO FIT THE NEW COMMUNICATION BOXES.
REQUIRED AS SHOWN ON THE PLAN SHEETS.BOLTS FOR TRAFFIC COVERS AND ADDITIONAL REQUIREMENTS.INSIDE WALL.FOR CONSTRUCTION, LATEST EDITION (SEE SECTION 960.42) AND OREGONSTANDARD DRAWING
LATEST EDITION (TM472).REMAIN INTACT EXCEPT THE INTERCONNECT CONDUIT. THE INTERCONNECTNEW COMMUNICATION BOXES.
CONDUITS SHALL BE SPLICED AND EXTENDED THROUGH THE SIDES OF THECONTRACTOR SHALL ADJUST THEM AS NECESSARY TO MAINTAIN THE SYSTEMWHEN WORK IS COMPLETE.THE NEW COMMUNICATION JUNCTION BOX
TO SATISFACTION OF THE ENGINEER.
NOTES:
2. SEE STANDARD SPECIFICATIONS SECTION 960.42 REGARDING HOLD-DOWN3. CONDUITS SHALL EXTEND INTO THE JUNCTION BOX A NOMINAL 2in FROM THE4. FOR CONDUIT END TREATMENT REFER TO ODOT STANDARD
SPECIFICATIONS5. AFTER REMOVING THE EXISTING JUNCTION BOXES, THE CONTRACTOR SHALL6. ALL EXISTING CONDUIT ELBOWS WITHIN THE EXISTING JUNCTION BOXES SHALL8. THE CONTRACTOR SHALL FILL
MATERIALS (SOIL OR CONCRETE) SURROUNDING
1. CONDUITS SHOWN ARE FOR EXAMPLE ONLY. ADDITIONAL CONDUITS MAY BE7. IN JUNCTION BOXES WHERE THERE ARE EXISTING WIRES AND CONDUITS, THE
12
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COMMUNICATIONS
A
"42
MATCHLINESEE SHEET L1.02
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5' Max.3' Min.
END THIS CONTRACT
Z:\\Xdrive\\bai\\ACAD\\DRAWINGS\\800s\\0843\\Median\\0843_99Median.dwg, 3/11/2013 10:12:36 AM, DWG To PDF.pc3
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MATCHLINE
SEE SHEET L1.01MATCHLINE
MATCHLINESEE SHEET L1.02
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MATCHLINE
12" MIN.
18" MIN.
18" MIN.
18" MIN.
2'-0"
18" MIN.
END THIS CONTRACT
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END THIS CONTRACT
SEE SHEET L1.03MATCHLINE
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03-08-13
SUITE 101
(360) 754-9339
1235 EAST 4TH AVE.OLYMPIA, WA 98506
Verify bearing adequacy of soil.
Excavate along location for new MSE Wall.Place and compact crushed rock leveling pad.Set concrete blocks to proper grade and batter.Backfill behind wall with Class B MSE Granular Backfill
in compacted 8"maximum depth lifts.Place geo-grid to limits shown in drawings.Continue placing blocks and compacted backfill (repeat steps 4, 5, and6) until completion of wall.
Construction Sequence for Mechanically Stabilized Earth (MSE) Walls 2.3.4.5.6.7.
1.
ABBREVIATIONS
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10
5
0
SUITE 101
(360) 754-9339
1235 EAST 4TH AVE.OLYMPIA, WA 98506
LEGEND
MSE WALL LOADING DIAGRAM 3/4" = 1'-0"
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10-16-13
LEGEND
WT
1
WT
1
1
NOTE TO CONTRACTOR:PILE 26 & PILE 27 MUST BE CONSTRUCTEDSEPARATELY. EITHER PILE MUST BE DRILLED,STEEL PLACED, AND CONCRETE CAST ANDSTART OF DRILLING THE OTHER SHAFT HOLE.
CURED A MINIMUM OF 72 HOURS PRIOR TO
1
1
20
SUITE 101
10
(360) 754-9339
1235 EAST 4TH AVE.
OLYMPIA, WA 98506
5
0
1
TYPICAL PILE OFFSET DETAIL 1" = 1'-0"
01 10-16-13 MS SDC #02 - REVISED PILE LOCATIONS, ADDED CONST. NOTE
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1
STEEL PLATE SECTION 1 1/2" = 1'-0"
1
ELIMINATED
1
ELIMINATED
STEEL PLATE WALL DETAIL 1" = 1'-0"ANGLE TO PLATE CONNECTION AT MIDDLE 1 1/2" = 1'-0"
2
A
SUITE 101
(360) 754-9339
1
1235 EAST 4TH AVE.
OLYMPIA, WA 98506
ANGLE TO PLATE CONNECTION AT END 1 1/2" = 1'-0"
3
PILE WALL SECTION 1" = 1'-0"
4
1
DETAIL NUMBERSHEET NUMBERTHAT DETAIL ISREPRESENTED ON
DETAIL CALLOUT FORMAT
01 10-16-13 MS SDC #02 - ELIMINATED STEEL PLATE