HomeMy WebLinkAboutSITE PLANS - 20-00929 - Flood Plain - Baseball Quad Concession Building, Fields, and LightsP
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Project Name and Address
EXBURGR
Plot Scale
Date
Description
Sheet
Firm Name and Address
C I T Y O F
America's Family Community
C I T Y O F R EXBURG,
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D
A
H
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S
T
ABLISHED I 8 8 3
CITY OF REXBURG
BASEBALL QUAD
AND CONCESSION STAND
GENERAL NOTES
GENERAL NOTES
01/29/2020
1 = 1 NO SCALE
2
GENERAL NOTES
1. UNLESS OTHERWISE SHOWN ON THESE PLANS ALL WORK IS TO BE DONE IN ACCORDANCE WITH THE
LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS (I.S.P.W.C.) CONSTRUCTION AND THE
CITY OF REXBURG'S REVISIONS.
2. PIPE MATERIAL FOR THIS PROJECT SHALL BE:
DUCTILE IRON CLASS 50
SANITARY SEWER SDR 35
3. MINIMUM COVER OVER WATER LINES IS 5 FEET, UNLESS OTHERWISE SPECIFIED ON THESE PLANS.
4. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION. IN CASE OF CONFLICT THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO THAT
CLARIFICATION MAY BE MADE PRIOR TO THE START OF WORK.
5. ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERWISE NOTED.
6. THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING,
TREES, UTILITIES, DITCHES, CULVERTS, FENCES, MAILBOXES, SIGNS LIGHT POLES, HEADGATES, AND
ALL OTHER MISCELLANEOUS ITEMS. ANY DAMAGE DONE BY THE CONTRACTOR SHALL BE REPAIRED AT
HIS EXPENSE.
7. GENERAL LOCATIONS AND SIZES OF UTILITIES ARE SHOWN ON THE PLANS. THEY ARE TO BE USED
FOR GENERAL INFORMATION ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE
APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHT INTERFERE WITH NORMAL
OPERATION OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTORS RESPONSIBILITY TO HAVE THE
APPROPRIATE UTILITY COMPANY FIELD-LOCATE ANY UTILITY INSTALLATIONS WHICH MIGHT BE
AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING WORK IN THAT AREA. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR MAINTAINING SERVICE OF EXISTING UTILITIES AND FOR RESTORING ANY UTILITIES
DAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.
8. THERE SHALL BE A 10 FEET MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN ALL WATER
LINES AND SEWER LINES EXCEPT WHERE WATER AND SEWER LINES CROSS AT APPROXIMATELY RIGHT
ANGLES, WHERE A MINIMUM OF 1.5 FEET OF VERTICAL SEPARATION SHALL BE MAINTAINED.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL.
DISPOSAL SITES, AND ANY ADDITIONAL MATERIALS THAT MAY BE NECESSARY FOR PROPER
CONSTRUCTION OF THIS PROJECT.
10. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER
REQUIRED FOR TESTING, COMPACTION AND DUST CONTROL MEASURES. A WATER METER WILL BE
PROVIDED BY THE CITY AT NO CHARGE.
11. WHERE WORK IS PERFORMED ON EASEMENTS, THE CONTRACTOR SHALL TAKE EVERY PRECAUTION
TO ELIMINATE ANY ADVERSE EFFECTS ON THE ADJACENT PROPERTY.
12. THE CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH THE
LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
13. ALL TRENCH BACKFILL COMPACTION SHALL BE TYPE A-1 UNLESS OTHERWISE SPECIFIED ON PLANS.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMING WITH OSHA REQUIREMENTS DURING
CONSTRUCTION FOR TRENCH EXCAVATION, CONFINED SPACE AND OTHER SAFETY STANDARDS
REQUIRED DURING CONSTRUCTION.
15. CONTRACTOR SHALL PROVIDE ANY REQUIRED GROUND WATER DEWATERING TO CONSTRUCT THIS PROJECT. WATER LEVEL SHALL
BE MAINTAINED ONE FOOT BELOW THE BOTTOM OF THE TRENCH.
16. DISTANCES SHOWN ALONG PIPELINES ARE HORIZONTAL DISTANCES AND NOT PIPE LENGTH.
17. ALL WATER LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS UNLESS RELOCATED IN THE FIELD BY THE ENGINEER TO AVOID
UNFORESEEN UTILITY INTERFERENCE.
18. MINIMUM CLEARANCE BETWEEN NEW PIPELINES, EXISTING UTILITIES, AND STRUCTURES (EXCEPT SEWERS) SHALL BE TWO FEET
HORIZONTALLY.
19. THERE ARE OTHER EXISTING FACILITIES WITHIN THE CONSTRUCTION CORRIDOR THAT ARE NOT SHOWN ON THE PLANS. THESE MAY
INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: MAILBOXES, STREET SIGNS, ETC. CONTRACTOR SHALL RETAIN AND PROTECT WHEN
POSSIBLE AND REPLACE INKIND OTHERWISE. THIS WORK WILL BE INCIDENTAL TO OTHER BID ITEMS.
20. THE PHOTO SHOWN ON THESE PLANS WAS TAKEN IN 2012 AND DOES NOT ACCURATELY REPRESENT CURRENT DEVELOPMENT.
21. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE
SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND
CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA.
22. WORK SUBJECT TO APPROVAL BY ANY POLITICAL AGENCY MUST BE APPROVED PRIOR TO: BACKFILLING TRENCHES FOR PIPE,
PLACING OF AGGREGATE BASE, PLACING OF CONCRETE, AND PLACING OF ASPHALT PAVING. WORK DONE WITHOUT SUCH APPROVAL
DOES NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER.
23. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLANS ON WHICH IS RECORDED
THE ACTUAL LOCATIONS OF THE CONSTRUCTED PIPE LINE AND ANY OTHER UTILITIES ENCOUNTERED. THE CONTRACTOR SHALL PROVIDE
THESE LOCATIONS TO THE DESIGN ENGINEER FOR USE IN THE PRODUCTION OF RECORD DRAWINGS PRIOR TO FINAL APPROVAL OF THE
PIPE LINE INSTALLATION.
24. PLACE ALL VALVES AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB AND GUTTER, OR SIDEWALK
IMPROVEMENTS.
25. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT TWO (2) WORKING DAYS BEFORE INITIAL CONSTRUCTION BEGINS
AND SHALL ALSO REQUEST INSPECTION OF WATER LINES AND APPURTENANCES TWENTY FOUR (24) HOURS IN ADVANCE OF
BACKFILLING.
26. SURFACE REPAIR NOT CALLED OUT ON THE PLANS SHALL BE REPLACED IN-KIND AND BE INCIDENTAL TO THE OTHER BID ITEMS.
27. TRACER WIRE (#12 BLUE) IS REQUIRED ON ALL NEW WATERLINES CONSTRUCTED WITHIN THE CITY.
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1
0
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8
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NOT TO SCALE
POWER SERVICE DETAIL
Scale
Project Name and Address
EXBURGR
Plot Scale
Date
Description
Sheet
Firm Name and Address
C I T Y O F
America's Family Community
C I T Y O F R EXBURG,
I
D
A
H
O
E
S
T
ABLISHE D I 8 8 3
CITY OF REXBURG
BASEBALL QUAD
AND CONCESSION STAND
PUMP AND LIGHTING
ELECTRICAL PANEL DETAILS
ELECTRICAL DETAILS
01/29/2020
1 = 20 NO SCALE
25
EDCM
B
R
E
T R M
D
S
ESNECIL
T
A
TEOF I D A H O
O T
14685
P R O F E S S I ONAL ENGI
N
E
E
R
T
THALF
S
I
Z
E
A25