HomeMy WebLinkAboutPLAN PG 1 - 12-00155 - 273 S 5th W - Campus Courtyard - Site PlanA
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CONSTRUCTION PLANS FOR:
JARED SOMMER -CAMPUS COURTYARD
GENERAL NOTES
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL WATER
REQUIRED FOR DUST ABATEMENT, COMPACTION ETC. THROUGH THE COMPLETION
OF THE PROJECT.
APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN SHOWN ON THE
PROJECT PLANS. THEY ARE TO BE USED FOR GENERAL INFORMATION ONLY. IT IS
THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITIES
PRIOR TO THE START OF ANY CONSTRUCTION. IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO HAVE THE UTILITIES MARKED / LOCATED IN THE FIELD BY THE
APPROPRIATE AGENCIES PRIOR TO THE START OF WORK. CONTACT "DIG -LINE" AT
1-800-342-1585. ANY DAMAGE OR DISTURBANCE OF EXISTING UTILITIES AND THE COST
FOR IMPACTS AND RESTORATION SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. ANY CONFLICTS OR DISCREPANCIES WITH EXISTING UTILITIES SHALL
BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY.
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.
CONTRACTOR SHALL RECORD THE LOCATION OF VALVES, SERVICES AND ANY
CHANGES TO THESE PLANS ON A SET OF RECORD DRAWINGS. DRAWINGS SHALL BE
RETURNED TO THE ENGINEER AT COMPLETION OF THE PROJECT.
ALL CONSTRUCTION ON THIS PROJECT SHALL BE PERFORMED IN ACCORDANCE WITH
CITY OF REXBURG REQUIREMENTS OR THE IDAHO STANDARDS FOR PUBLIC WORKS
CONSTRUCTION (I.S.P.W.C. CURRENT EDITION).
THE CONTRACTOR SHALL COORDINATE WITH THE CITY AND WITH THE ENGINEER FOR
ALL UTILITY INSPECTIONS PRIOR TO BACKFILLING.
THE CONTRACTOR SHALL COORDINATE ALL CONNECTIONS TO EXISTING UTILITIES
WITH THE APPROPRIATE CITY PERSONNEL.
THE CONTRACTOR SHALL COORDINATE ALL INSPECTIONS WITH THE ENGINEER AND
WITH THE CITY ENGINEER. AT A MINIMUM, THE ENGINEER SHALL BE NOTIFIED TO
INSPECT: 1) SEWER PRIOR TO BACK FILLING, 2) WATER PRIOR TO BACK FILLING, 3)
STORM SEWER PRIOR TO BACK FILLING, 4) CURB & GUTTER AND FORMS PRIOR TO
POURING, 5) PARKING GRADES PRIOR TO PAVING, 6) ASPHALT DURING PAVING.
LOCATION
PHASE 1 & 2
DEVELOPMENT IN:
REXBURG, MADISON COUNTY, IDAHO
PROJECT NO. 2012.002
DATE APRIL 2012
WATER GENERAL NOTES
DIMENSIONS SHOWN ARE TO THE CENTER OF THE PIPELINE UNLESS OTHERWISE
NOTED.
DISTANCES SHOWN ALONG PIPELINES ARE HORIZONTAL DISTANCES AND NOT
ACTUAL PIPE LENGTH. MORE PIPE MAY BE REQUIRED TO COMPLETE CONSTRUCTION
THAN IS DIMENSIONED ON THE PLANS.
ALL WATER LINES ARE TO BE LOCATED AS SHOWN ON THE PROJECT PLANS UNLESS
RELOCATED IN THE FIELD BY THE ENGINEER.
MINIMUM CLEARANCE BETWEEN NEW PIPELINES AND EXISTING UTILITIES AND
STRUCTURES (EXCEPT SEWERS) SHALL BE FIVE FEET HORIZONTALLY. SEPARATION
BETWEEN WATER LINES AND OTHER UTILITIES SHALL BE 10' MIN.
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.
MINIMUM COVER FOR WATERLINES SHALL BE SIX FEET, EIGHT FEET MAXIMUM,
MEASURED TO THE TOP OF PIPE UNLESS OTHERWISE SHOWN ON THE PLANS.
THERE SHALL BE TEN FEET MINIMUM SEPARATION BETWEEN ALL NEW WATERLINES
AND NEW SEWER LINES EXCEPT WHERE THE LINES CROSS AT APPROXIMATE RIGHT
ANGLES. A MINIMUM OF OF 18 INCHES VERTICAL SEPARATION SHALL BE MAINTAINED
AT ALL CROSSINGS.
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 CITY.
CHLORINATION WILL BE DONE BY THE CONTRACTOR AT THE CONTRACTORS
EXPENSE. THE CONTRACTOR IS TO USE SODIUM HYPOCHLORITE TO CHLORINATE
THE SYSTEM AS OUTLINED IN SECTION 401.3.9.B.2.a&B OF DIVISION 400 OF THE ISPWC.
THE CONTRACTOR IS TO FOLLOW THE FILLING PROCEDURE OUTLINED IN SECTION
401.3.9.B.b.4 IN DIVISION 400 OF THE ISPWC. THE CONTRACTOR IS ALSO TO FOLLOW
THE FINAL FLUSHING AND BACTERIOLOGICAL TESTS AS OUTLINED IN SECTION
3.9.0&D OF DIVISION 400 OF THE ISPWC.
ALL WATER SYSTEM COMPONENTS SHALL BE INSTALLED, PRESSURE TESTED, AND
CHLORINATED. THE TESTING IS TO INCLUDE FLUSHING AND DISINFECTION AS
OUTLINED IN SECTION 401.3.9 OF DIVISION 400 OF THE ISPWC.
ALL GATE VALVES SHALL BE LOCATED NEAR TO TEES OR CROSSES AND THEIR
ASSOCIATED REDUCERS AS SHOWN ON THE PLANS.
ALL CROSSES AND TEES SHALL BE INSTALLED WITH THE BRANCHES HAVING THE SIZE
OF THE LARGEST ADJOINING PIPE UNLESS OTHERWISE SHOWN. THE CONNECTION
TO THE SMALLER LINES SHALL THEN BE MADE BY MEANS OF REDUCERS.
'ROJECT
OCATION
SEWER GENERAL NOTES
ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE
START OF CONSTRUCTION. IN THE CASE OF ANY CONFLICTS, THE CONTRACTOR
SHALL NOTIFY THE ENGINEER IMMEDIATELY SO THAT CLARIFICATION MAY BE MADE
PRIOR TO THE START OF WORK.
DIMENSIONS SHOWN ARE TO THE CENTER OF THE PIPELINE UNLESS OTHERWISE
NOTED.
DISTANCES SHOWN ALONG PIPELINES ARE HORIZONTAL DISTANCES AND NOT
ACTUAL PIPE LENGTH. MORE PIPE MAY BE REQUIRED TO COMPLETE CONSTRUCTION
THAN IS DIMENSIONED ON THE PLANS.
MINIMUM CLEARANCE BETWEEN NEW PIPELINES AND EXISTING UTILITIES AND
STRUCTURES (EXCEPT SEWERS) SHALL BE FIVE FEET HORIZONTALLY. SEPARATION
BETWEEN WATER LINES AND OTHER UTILITIES SHALL BE 10' MIN.
THERE SHALL BE TEN FEET MINIMUM SEPARATION BETWEEN ALL NEW WATERLINES
AND NEW SEWER LINES EXCEPT WHERE THE LINES CROSS AT APPROXIMATE RIGHT
ANGLES. A MINIMUM OF OF 18 INCHES VERTICAL SEPARATION SHALL BE MAINTAINED
AT ALL CROSSINGS. SEE THE DETAILS IN THE PROJECT PLANS.
THE CONTRACTOR SHALL CONDUCT A LOW PRESSURE TEST AS OUTLINED IN ISPWC
SECTION 501.3.4.C. OF DIVISION 500. THE CONTRACTOR SHALL CONDUCT A
DEFLECTION TEST AS OUTLINED IN ISPWC SECTION 3.4.G OF DIVISION 500.
THE CONTRACTOR SHALL CONDUCT A HYDROSTATIC TEST AS OUTLINED IN SECTION
502.3.12.C.1 OF DIVISION 500.
CONSTRUCTION STANDARDS
IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION AND CITY OF REXBURG
SPECIFICATIONS CURRENT EDITIONS SHALL BE USED FOR THE
CONSTRUCTION OF THIS PROJECT. IF A CONFLICT OCCURS THE MORE
STRINGENT REQUIREMENT SHALL BE AS DETERMINED BY THE ENGINEER AND
WILL BE DEEMED TO GOVERN OVER THE PROJECT.
COOK ST.
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VICINITY MAP
WAA115,1100l
SHEET
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SHEET TITLE
TITLE PAGE - VICINITY MAP, LEGEND, NOTES
SITE MASTER PLAN
PHASE 1 & 2 - SITE PLAN
DETAILS
4SHEETS
TOTAL :J
EXISTING
PROPOSED
CONSTRUCTION STANDARDS
IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION AND CITY OF REXBURG
SPECIFICATIONS CURRENT EDITIONS SHALL BE USED FOR THE
CONSTRUCTION OF THIS PROJECT. IF A CONFLICT OCCURS THE MORE
STRINGENT REQUIREMENT SHALL BE AS DETERMINED BY THE ENGINEER AND
WILL BE DEEMED TO GOVERN OVER THE PROJECT.
COOK ST.
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W. 2nd S.
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COPYRIGHT 2011
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ASPEN ENGINEERING, INC.
All rights reserved.
Reproduction or translation of
any part of this work without written
permission of ASPEN
ENGINEERING is unlawful.
Violators will be prosecuted.
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JOB NO.
2012.002
DATE
May 31,
2012
DRAWN BY
CHECKED BY
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REVISIONS
DATE
SHEET N0,
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