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2
GENERAL NOTES1. UNLESS OTHERWISE SHOWN ON THESE PLANS ALL WORK IS TO BE DONE IN ACCORDAN
C
E
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H
E
LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS (I.S.P.W.C.) CONSTRUCTIO
N
A
N
D
T
H
E
CITY OF REXBURG'S REVISIONS.2. PIPE MATERIAL FOR THIS PROJECT SHALL BE:3. MINIMUM COVER OVER WATER LINES IS 5 FEET, UNLESS OTHERWISE SPECIFIED ON THES
E
P
L
A
N
S
.
4. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE STA
R
T
O
F
CONSTRUCTION. IN CASE OF CONFLICT THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY
S
O
T
H
A
T
CLARIFICATION MAY BE MADE PRIOR TO THE START OF WORK.5. ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERWISE N
O
T
E
D
.
6. THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDS
C
A
P
I
N
G
,
TREES, UTILITIES, DITCHES, CULVERTS, FENCES, MAILBOXES, SIGNS LIGHT POLES, HEADGAT
E
S
,
A
N
D
ALL OTHER MISCELLANEOUS ITEMS. ANY DAMAGE DONE BY THE CONTRACTOR SHALL BE
R
E
P
A
I
R
E
D
A
T
HIS EXPENSE.7. GENERAL LOCATIONS AND SIZES OF UTILITIES ARE SHOWN ON THE PLANS. THEY ARE TO
B
E
U
S
E
D
FOR GENERAL INFORMATION ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO N
O
T
I
F
Y
T
H
E
APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHT INTERFERE WITH NORM
A
L
OPERATION OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTORS RESPONSIBILITY TO
H
A
V
E
T
H
E
APPROPRIATE UTILITY COMPANY FIELD-LOCATE ANY UTILITY INSTALLATIONS WHICH MIG
H
T
B
E
AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING WORK IN THAT AREA. THE CONTRACT
O
R
S
H
A
L
L
B
E
RESPONSIBLE FOR MAINTAINING SERVICE OF EXISTING UTILITIES AND FOR RESTORING AN
Y
U
T
I
L
I
T
I
E
S
DAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.8. THERE SHALL BE A 10 FEET MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN AL
L
W
A
T
E
R
LINES AND SEWER LINES EXCEPT WHERE WATER AND SEWER LINES CROSS AT APPROXIMA
T
E
L
Y
R
I
G
H
T
ANGLES, WHERE A MINIMUM OF 1.5 FEET OF VERTICAL SEPARATION SHALL BE MAINTAINE
D
.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MA
T
E
R
I
A
L
.
DISPOSAL SITES, AND ANY ADDITIONAL MATERIALS THAT MAY BE NECESSARY FOR PROPE
R
CONSTRUCTION OF THIS PROJECT.10. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR
W
A
T
E
R
REQUIRED FOR TESTING, COMPACTION AND DUST CONTROL MEASURES. A WATER METER
W
I
L
L
B
E
PROVIDED BY THE CITY AT NO CHARGE.11. WHERE WORK IS PERFORMED ON EASEMENTS, THE CONTRACTOR SHALL TAKE EVERY P
R
E
C
A
U
T
I
O
N
TO ELIMINATE ANY ADVERSE EFFECTS ON THE ADJACENT PROPERTY.12. THE CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL MEASURES IN ACCORDANC
E
W
I
T
H
T
H
E
LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.13. ALL TRENCH BACKFILL COMPACTION SHALL BE TYPE A-1 UNLESS OTHERWISE SPECIFIE
D
O
N
P
L
A
N
S
.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMING WITH OSHA REQUIREME
N
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S
D
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G
CONSTRUCTION FOR TRENCH EXCAVATION, CONFINED SPACE AND OTHER SAFETY STAND
A
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D
S
REQUIRED DURING CONSTRUCTION.
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3/4" & 1" WATER SERVICE CON
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NOT TO SCALE
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LID & COVER3/4" & 1" WATER SERVICE CONNECTION 1 GALVANIZED STAND PIPE WRAPPED WITH DUCT TAPE OR APPROVED EQUAL.2 ALL SERVICE LINES SHALL BE BORED UNDER EXISTING ASPHALT PAVING. NO ASPHALT PAVING SHALL BE CUT FOR SERVICE LINE INSTALLATION.3 CONTRACTOR TO SUPPLY PLUMBING PARTS AFTER CURB STOP TO ANGLE JUST AF
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CONTRACTOR ALSO TO SUPPLY LID, RING, AND BARREL.4 METER BARREL MUST BE INSTALLED IN APPROVED AREA BY THE CITY OF REXBUR
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5 CURB STOP MUST BE EXPOSED SO IT CAN BE USED IF NECESSARY.6 COMPRESSION TYPE FITTINGS ARE REQUIRED. BARBED FITTINGS AND HOSE CLAM
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NOT APPROVED FOR WATER LINES IN THE CITY OF REXBURG.7 ONLY THE WATER METER, CURB STOP AND SPRINKLER LINE CONNECTION ARE AL
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IN THE METER BARREL.8 SPRINKLER CONNECTION IS REQUIRED TO COME FROM INSIDE THE RESIDENCE OR
I
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REQUIRED TO BE INSTALLED ACCORDING TO THE ILLUSTRATION PROVIDED.(SEE
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9 CENTER LINE OF METER PIPING MUST BE INSTALLED WITHIN 15" TO 20" OF THE TO
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10 BEFORE BACK FILLING ANY WATER SERVICE, PERMIT FEES MUST BE PAID AND INS
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WATER METER AND SERVICE PIPING IS REQUIRED TO BE INSPECTED BY THE WATE
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11 FINAL OCCUPANCY WILL NOT BE GIVEN IF THE ABOVE REQUIREMENTS ARE NOT
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12 METER TO MAIN No. 12 MIN. BLUE COPPER FINDER WIRE. METER TO BUILDING No. 12 MIN. BLUE COPPER FINDER WIRE. SEE SD-514 FOR SPLICING GENERAL NOTES:4"FINISHED LAWN GRADE METER TOUCH READ BUTTONSERVICE LINE METER SUPPORTSTRAP SERVICE LINETO METER SUPPORT2" MINBUILDING SIDE GALVANIZED PIPE,CONNECT TO METER& ANGLE METER VALVEW/APPROXIMATE FITTINGS20" X 48" POLY BARREL20" RING AND COVERW/ TOUCH READ HOLE BALL TYPE CORPORATION AND CURB STOPADAPTER, POLY-BY-FEMALE METAL PIPERATED AT 300 PSI MINIMUM WORKING PRESS
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.
SPRINKLER CONNECTIONSUPPLIED BY OWNER(IF APPLICABLESEE DETAIL A)METER ANGLE
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CROSS SECTION OF METER (SEE NOTE 12)
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6" CLEAR SERVICE LINE (TYP) NO SPLI
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B ANOT TO SCALE DIRECT TAP WITH FORD BRA
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POLY CORPORATION VALVE.
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