HomeMy WebLinkAboutINFRASTRUCTURE Rev 2 9.20.23 - 23-00368 - Summerfield Phase 11 - PlatWO I ul Itufoxal WN OSHA'
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VICINITY MAP
SE 4 SECTION 26 TOWNSHIP 6 NORTH, RANGE 39
EAST OF THE BONE MERIDIAN, CITY OF REXBURG,
MADISON COUNTY, IDAHO
EEFT-'
INDEX SH
SHEET INDEX
SHEET NO.
SHEET DESCRIPTION
1
INDEX SHEET
2
550 SOUTH ROAD CONSTRUCTION
3
2275/2100 WEST ROAD CONSTRUCTION
4
GRADING/ DRAINAGE PLAN
OWNER/DEVELOPER
KARTCHNER LAND MANAGEMENT INC.
ATTN: CODY PUZEY
208-529-2116
CIVIL ENGINEER
ALLIANCE CONSULTING
ENGINEERS, INC.
150 EAST 200 NORTH SUITE P
LOGAN, UTAH 84321
435-755-5121
GENERAL NOTES (APPLICABLE TO ALL CIVIL SHEETS;:
1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS, AWWA STANDARDS, CITY OF REXBURG STANDARDS, ISPWC 2020, STATE
OF IDAHO AND ANY OTHER APPLICABLE STANDARDS ISSUED BY THE CONTROLLING
AGENCY.
2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION. ANY
DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS AND FIELD CONDITIONS SHALL
IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE OWNER.
3. CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY AREAS AND/OR MATERIALS
DAMAGED DURING CONSTRUCTION.
4. CONTRACTOR SHALL MAINTAIN ALL ADJACENT PROPERTY (PUBLIC & PRIVATE) FROM
ALL CONSTRUCTION DEBRIS.
5. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITION FROM ALL NEW CONSTRUCTION TO
EXISTING CONDITIONS.
6. CONTRACTOR SHALL PROVIDE ALL NECESSARY AUTOMOBILE AND PEDESTRIAN TRAFFIC
CONTROL DEVICES REQUIRED BY LOCAL, STATE, AND FEDERAL CODES AND ORDINANCES.
7. CONTRACTOR SHALL REPLACE SURVEY MONUMENTS DAMAGED DURING CONSTRUCTION.
SURVEY MONUMENTS TO BE REPLACED BY A REGISTERED, LICENSED LAND SURVEYOR.
8. DIMENSIONS SHOWN ARE TO THE CENTER OF THE PIPELINE UNLESS OTHERWISE
NOTED.
9. DISTANCES SHOWN ALONG PIPELINES ARE HORIZONTAL DISTANCES AND NOT ACTUAL
PIPE LENGTHS. MORE PIPE MAY BE REQUIRED TO COMPLETE CONSTRUCTION THAN IS
DIMENSIONED IN THE PLANS.
10. THRUST BLOCKS SHALL BE PLACED ON WATERLINES AT ALL DIRECTION CHANGES,
FITTINGS, BENDS, ELBOWS, FIRE HYDRANTS AND GATES VALVES AS SHOWN IN THE
PROJECT PLANS.
11. ALL CONCRETE REQUIRED ON THIS PROJECT SHALL BE 4000 PSF (28 DAY)
CONCRETE.
12. CONTRACTOR IS RESPONSIBLE FOR PROVIDING WATER NECESSARY FOR DUST
ABATEMENTK, COMPACTION, ETC.
13. THE CONTRACTOR SHALL BE RESONSIBLE FOR SECURING SOURCES FOR GRANULAR
MATERIALS, WATER, WASTE SITES, AND ANY OTHER MATERIALS SOURCES AS REQUIRED
FOR PROJECT COMPLETION.
14. ANY WORK DONE WITHIN A PUBLIC RIGHT-OF-WAY SHALL BE COORDINATED WITH
THE APPROPRIATE TRANSPORTATION AGENCY AND SHALL MEET THE REQUIREMENTS OF
THAT AGENCY AND THE REQUIREMENTS OF ANY RIGHT-OF-WAY OR SPECIAL USE
PERMITS.
15. THE CONTRACTOR SHALL COORDINATE ALL LIVE TAPS AND ANY OTHER WORK OR
MANIPULATION OF THE EXISTING WATER SYSTEM WITH THE ENGINEER AND THE WATER
SYSTEM OWNER/CITY.
16. ON SLOPING AREAS THE CONTRACTOR SHALL TAKE PRECAUTIONS TO MITIGATE ANY
POSSIBLE EROSION PROBLEMS IN THE TRENCHES DUE TO STORM WATER THAT MIGHT
OCCUR DURING OR AFTER CONSTRUCTION AS DIRECTED OR APPROVED BY ENGINEER.
17. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL EROSION CONTROL MEASURES
AS DETAILED IN THE PROJECT PLANS UNTILL FINAL ACCEPTANCE OF THIS PROJECT.
18. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONS NECESSARY TO INSURE
THAT NO STORM WATER/SEDIMENT AND/OR CONSTRUCTION DEBRIS ARE RELEASED FROM
THE SITE. ANY RELEASES SHALL BE CLEANED AND MITIGATED AT THE CONTRACTOR'S
EXPENSE.
19. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACCESS AND RELATED TRAFFIC
CONTROL WITH THE COUNTY, CITY, AND STATE ROADWAY DEPARTMENTS. THE ENGINEER
SHALL REVIEW ALL TRAFFIC CONTROL PLANS.
20. ALL GATE VALVES SHALL BE LOCATED NEAR TO TEES OR CROSSES AND THEIR
ASSOCIATED REDUCERS AS SHOWN ON THE PROJECT PLANS.
21. CONTRACTOR SHALL PROVIDE ALL NECESSARY FITTINGS, HARDWARE, LABOR, ETC. TO
CONSTRUCT VERTICAL AND HORIZONTAL BENDS IN PIPE AS NEEDED TO MEET THE
REQUIRED GRADES, ALIGNMENTS AND COVER REQUIREMENTS.
22. ALL AIR RELEASE VALVES SHALL BE INSTALLED AT THE CREST OF THE VERTICAL
CURVATURE OF THE WATER LINE. CONTRACTOR SHALL RECORD ACTUAL LOCATION OF
VALVES ON FIELD RECORD DRAWINGS.
23. THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF REXBURG AND WITH THE
ENGINEER FOR ALL UTILITY INSPECTIONS PRIOR TO BACKFILLING.
24. THE CONTRACTOR SHALL COORDINATE ALL INSPECTIONS WITH THE ENGINEER. AT A
MINIMUM, THE ENGINEER SHALL BE NOTIFIED TO INSPECT: 1)SEWER PRIOR TO
BACKFILLING, 2)WATER PRIOR TO BACKFILLING, 3)STORM SEWER PRIOR TO BACKFILLING,
4)CURB & GUTTER AND FORMS PRIOR TO POURING, 5)ROADWAY GRADES PRIOR TO
PAVING, 6)ASPHALT DURING PAVING.
25. ALL WATER SYSTEM COMPONENTS SHALL BE INSTALLED, PRESSURE TESTED, AND
CHLORINATED PRIOR TO COMPLETING ANY ROADWAY CONSTRUCTION PER AWWA STANDARD
651.
26. CHLORINATION SHALL BE DONE BY CONTRACTOR AT THE CONTRACTORS EXPENSE.
CONTRACTOR TO DISPOSE OF CHLORINATED SOLUTION ACCORDING TO AWWA STANDARD
C651.
27. ALL SEWER SYSTEM COMPONENTS SHALL BE INSTALLED AND VIDEO INSPECTIONS
DONE AND APPROVED PRIOR TO ASPHALTING. IF NECESSARY, THE CONTRACTOR SHALL
PAY FOR THIS EXPENSE AS IT IS CONSIDERED INCIDENTAL TO SEWER CONSTRUCTION.
28. SECONDARY WATER LINE MAIN TO BE 6" C-900 DR 14. SERVICES TO BE 1 " CTP
POLY FOR SINGLE LOT AND 1-1/2" CTP POLY WITH TEE TO 1" CTP POLY FOR DOUBLE
SERVICE. END EACH SERVICE WITH STOP AND WASTE.
29. DEVELOPER TO INSTALL REQUIRED FIBER CONDUITS. FIBER INFRASTRUCTURE WILL
FOLLOW THE POWER PLAN. ADDITIONAL TRENCHING AND CONDUITS MAY BE REQURIED.
DIG LINE
1-800-342-1585
CALL 2 BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE
MARKER OF THE UNDERGROUND MEMBER UTILITIES.
IDAHO STANDARDS FOR PUBLIC
WORKS CONSTRUCTION
I.S.P.W.C. 2020
CONSTRUCTION ON THIS PROJECT SHALL
CONFORM TO THE I.S.P.W.C. STANDARDS
AND CITY OF REXBURG STANDARDS
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550 SOUTH ROAD CONSTRUCTION
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All hydrants to be Waterous brand.
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LEGEND
PROPERTY BOUNDARY
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LEGEND
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CANAL
SUMMERFIELD SUBDIVISION DIVISION NO.11
227512100 WEST ROAD CONSTRUCTION
71
0 30 60 120
SCALE: 1 "= 60' (24X36 PLAN SET)
SCALE: 1 "= 10'_VERTICAL
R R
68'
5' 7' 19.5' 19.5' 30"
ROLLED CURB
27. I-► f— 2%
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6 IRR
MAIN W/ VALVES
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WASTE (1" SINGLE/1-1/2" TO DOUBLE)
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