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CITY OF REXBURG'S REVISIONS.2. PIPE MATERIAL FOR THIS PROJECT SHALL BE:SEWERLINE SHALL BE SDR 35WATERLINE SHALL BE CLASS 50 DUCTILE IRON3. MINIMUM COVER OVER SEWER AND WATER LINES IS 5 FEET, UNLESS OTHERWISE
S
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C
I
F
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D
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THESE PLANS.4. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO TH
E
S
T
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CONSTRUCTION. IN CASE OF CONFLICT THE ENGINEER SHALL BE NOTIFIED IMMEDIAT
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Y
S
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CLARIFICATION MAY BE MADE PRIOR TO THE START OF WORK.5. ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERW
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N
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.
6. THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LA
N
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,
TREES, UTILITIES, DITCHES, CULVERTS, FENCES, MAILBOXES, SIGNS LIGHT POLES, HE
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S
,
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ALL OTHER MISCELLANEOUS ITEMS. ANY DAMAGE DONE BY THE CONTRACTOR SHALL
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HIS EXPENSE.7. GENERAL LOCATIONS AND SIZES OF UTILITIES ARE SHOWN ON THE PLANS. THEY A
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FOR GENERAL INFORMATION ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR
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APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHT INTERFERE WITH N
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OPERATION OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTORS RESPONSIBILIT
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APPROPRIATE UTILITY COMPANY FIELD-LOCATE ANY UTILITY INSTALLATIONS WHICH
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AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING WORK IN THAT AREA. THE CONT
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RESPONSIBLE FOR MAINTAINING SERVICE OF EXISTING UTILITIES AND FOR RESTORIN
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DAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.8. THERE SHALL BE A 10 FEET MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEE
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LINES AND SEWER LINES EXCEPT WHERE WATER AND SEWER LINES CROSS AT APPR
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ANGLES, WHERE A MINIMUM OF 1.5 FEET OF VERTICAL SEPARATION SHALL BE MAINT
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9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANUL
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.
DISPOSAL SITES, AND ANY ADDITIONAL MATERIALS THAT MAY BE NECESSARY FOR PR
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CONSTRUCTION OF THIS PROJECT.10. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS
F
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R
REQUIRED FOR TESTING, COMPACTION AND DUST CONTROL MEASURES.11. WHERE WORK IS PERFORMED ON EASEMENTS, THE CONTRACTOR SHALL TAKE EV
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C
A
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TO ELIMINATE ANY ADVERSE EFFECTS ON THE ADJACENT PROPERTY.12. THE CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL MEASURES IN ACCORD
A
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W
I
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T
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E
LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.13. ALL TRENCH BACKFILL COMPACTION SHALL BE TYPE A-1 UNLESS OTHERWISE SPE
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D
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.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMING WITH OSHA REQUI
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CONSTRUCTION FOR TRENCH EXCAVATION, CONFINED SPACE AND OTHER SAFETY S
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REQUIRED DURING CONSTRUCTION.
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STA. 16+00N TBC EL= 4880.330S TBC EL= 4880.533
STA. 10+00N TBC EL= 4878.901S TBC EL= 4879.385STA. 11+00N TBC EL= 4879.289S TBC EL= 4879.414
STA. 12+00N TBC EL= 4879.467S TBC EL= 4879.601
STA. 13+00N TBC EL= 4879.468S TBC EL= 4879.620
STA. 14+00N TBC EL= 4879.712S TBC EL= 4879.912
STA. 15+00N TBC EL= 4880.021S TBC EL= 4880.245
N
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HALF SIZEGEDJOERARSETSIGERTATEOFIDAHOLY12908PROFESSIONALENGINEERR:\Kyle\PERMENANT\kyle 7\2020 projects\moody reconstruction official\official 5-18 2020 M
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STA. 6+00N TBC EL= 4878.567S TBC EL= 4878.758
STA. 7+00N TBC EL= 4878.603S TBC EL= 4879.990
STA. 8+00N TBC EL= 4878.702S TBC EL= 4879.014
STA. 9+00N TBC EL= 4878.499S TBC EL= 4879.270
STA. 4+00N TBC EL= 4878.279S TBC EL= 4878.454STA. 5+00N TBC EL= 4878.548S TBC EL= 4878.754
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STA. 2+00N TBC EL= 4877.862S TBC EL= 4878.169
STA. 3+00N TBC EL= 4877.872S TBC EL= 4878.114
0.178'
0.892'
0.862'
0.169'
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0.103'
0.889'
0.200'
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HALF SIZEGEDJOERARSETSIGERTATEOFIDAHOLY12908PROFESSIONALENGINEERR:\Kyle\PERMENANT\kyle 7\2020 projects\moody reconstruction official\official 5-18 2020 M
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NOTES:ALL EXISTING RAILROAD ITEMS WITHIN LIMITSOF CONSTRUCTION TO BE REMOVED ORRELOCATED SHALL BE BY EIRR .ALL NEW RAILROAD ITEMS (SIGNALS, CABINETS,ETC) SHALL BE BY EIRR
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