HomeMy WebLinkAboutINFRASTRUCTURE PLANS - 22-00130 - Valley Wide Coop - Fuel Canopy Addition20262026932620933089309395158486911584 95 12 95 95IDAHOFALLSPOCATELLOTWIN FALLS BOISE LEWISTON COEUR D'ALENE SANDPOINTMcCALLSTANLEYSALMONARCOSUN VALLEYCALDWELLNAMPARIGBYAMERICAN FALLS MOYIE SPRINGSBONNERS FERRY
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PROJECTLOCATION V
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S 12TH W
305 North 3rd Ave, Suite A
Pocatello, Idaho 83201
(208) 238-2146
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VALLEY WIDE COOP-REXBURG
ADDITIONAL FUEL CANOPY
NO.REVISIONS DATE
This document or any part thereof in detail or design
concept is the personal property of Keller Associates,
Inc. and shall not be copied in any form without the
written authorization of Keller Associates, Inc.
VALLEY WIDE
COOPERATIVE
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DocuSign Envelope ID: 4094917D-8349-4097-B2E3-E6403E99F08D
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GENERAL NOTES
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GENERAL NOTES:1. ALL NOTES SPECIFIED HEREIN ARE TO BE COMPLETED OR ADHERED TO BY THE CONTRACTOR,UNLESS SPECIFICALLY NOTED TO BE PERFORMED BY OTHER PARTIES.2. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE 2020 EDITION OF THE IDAHOSTANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). A COPY OF THE 2020 ISPWC SHALL BEKEPT ON THE JOBSITE AT ALL TIMES. THESE SHEET NOTES MODIFY THE ABOVE REFERENCEDSPECIFICATIONS.3.ALL EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATELOCATIONS, FIELD VERIFY PRIOR TO CONSTRUCTION.4.CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGE TO EXISTING ORCONSTRUCTED UTILITIES AND SHALL REPAIR DAMAGES IN ACCORDANCE WITH UTILITY OWNER'SREQUIREMENTS AT NO ADDITIONAL COST. COORDINATE AND NOTIFY ALL AFFECTED UTILITYOWNERS. THE OWNER OR ENGINEER WILL NOT MAKE NOTIFICATIONS. CALL DIG LINE AT800-342-1585.5.PROTECT ALL WORK CONSTRUCTED UNDER THESE PLANS UNTIL THE WORK IS ACCEPTED BY THEOWNER.6.ALL MISCELLANEOUS STRUCTURES SUCH AS FENCES, MAILBOXES, SIGNS, IRRIGATION ANDDRAINAGE FACILITIES, UTILITY POLES, LINE AND APPURTENANCES WHEN NECESSARY TO BEREMOVED OR DISTURBED, SHALL BE REPLACED OR RECONSTRUCTED TO BETTER THAN OR EQUALTHEIR ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.7.TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE CURRENT MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES (MUTCD).8.PROVIDE ONE (1) SET OF AS-BUILT DRAWINGS TO THE ENGINEER WITHIN 1 WEEK OF COMPLETIONOF THE WORK.9.PROVIDE ALL MATERIAL TESTING AND FURNISH TEST REPORTS AND CERTIFICATIONS FOR THEWORK AS REQUIRED BY THE PLANS AND SPECIFICATIONS TO THE CITY (OWNER), AND THEENGINEER PRIOR TO LEAVING THE SITE.STO
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SURVEY MONUMENTS:1.CONTRACTOR SHALL REFERENCE ALL PUBLIC AND PRIVATE LAND SURVEY MONUMENTS THAT WILLBE DISTURBED BY CONSTRUCTION ACTIVITIES PRIOR TO DISTURBING.2.REESTABLISH SUCH MONUMENTS AS PART OF THE SURVEY WORK FOR THIS PROJECT BEFOREPROJECT COMPLETION.3.SECTION CORNER AND QUARTER CORNER MONUMENTS RESET AFTER CONSTRUCTION SHALLINCLUDE CORNER PERPETUATION AND FILING WITH THE COUNTY.4.SIXTEENTH CORNERS THAT ARE DISTURBED AND RESET AND HAVE EXISTING CORNERPERPETUATION FILED WITH THE COUNTY SHALL HAVE NEW PERPETUATION RECORDS FILED AFTERTHE CORNER HAS BEEN RESET.5.PERFORM ALL MONUMENT WORK IN ACCORDANCE WITH TITLE 55, CHAPTER 16 OF THE IDAHOSTATE CODE.6.PERFORM ALL CORNER REESTABLISHMENT AND CORNER PERPETUATION FILING WORKIN ACCORDANCE WITH TITLE 55 CHAPTER 16 UNDER THE RESPONSIBLE CHARGE OF APROFESSIONAL LAND SURVEYOR DULY AND PROPERLY REGISTERED INTHE STATE OF IDAHO.7.IN ACCORDANCE WITH IDAHO CODE 55-1613 AND 54-1234, THE CONTRACTOR SHALL SAVE ANDPROTECT ALL PROPERTY CORNERS OR LAND MONUMENTS PLACED BY A REGISTEREDPROFESSIONAL LAND SURVEYOR. MONUMENTS INCLUDE BUT ARE NOT LIMITED TO, LAND ANDPROPERTY MONUMENTS SHOWN ON THE PLANS AS PUBLIC LAND SURVEY CORNERS, SUBDIVISION,TRACT, OR OTHER LAND BOUNDARY CORNERS. WHEN SUCH MONUMENTS MAY BE DESTROYED BYCONSTRUCTION, CONTRACTOR SHALL HAVE THE MONUMENT REFERENCE UNDER THE DIRECTIONOF AN IDAHO REGISTERED PROFESSIONAL LAND SURVEYOR PRIOR TO CONSTRUCTION.DISTURBED PROPERTY CORNERS AND LAND MONUMENTS SHALL BE REESTABLISHED AFTERCONSTRUCTION BY AN IDAHO REGISTERED PROFESSIONAL LAND SURVEYOR.
305 North 3rd Ave, Suite A
Pocatello, Idaho 83201
(208) 238-2146
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ADDITIONAL FUEL CANOPY
NO.REVISIONS DATE
This document or any part thereof in detail or design
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VALLEY WIDE
COOPERATIVE
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VALLEY WIDE
COOPERATIVE
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This document or any part thereof in detail or design
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VALLEY WIDE
COOPERATIVE
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3
SITE DETAILS
C
-
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1
J:\221228 VALLEY WIDE COOP - REXBURG\C_DESN\_CAD\3_DESIGN\D_PLANS\C-501.DWG LAST SAVED: 3/3/2022 9:30 AM PRINTED: 3/4/2022 12:26 PM
M
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305 North 3rd Ave, Suite A
Pocatello, Idaho 83201
(208) 238-2146
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VALLEY WIDE COOP-REXBURG
ADDITIONAL FUEL CANOPY
NO.REVISIONS DATE
This document or any part thereof in detail or design
concept is the personal property of Keller Associates,
Inc. and shall not be copied in any form without the
written authorization of Keller Associates, Inc.
VALLEY WIDE
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N.T.S. POTABLE / NON-POTABLE WATER CROSSINGA1 18"18"ZONE 3 ZONE 2ZONE 4 ZONE 1WATER LINENON-POTALBEWATER LINEZONE 1ZONE 2ZONE 3 6 FT*10 FT*VERTICAL SEPARATIONREQUIREMENTSZONE 1: A)WATER AND NPWL MUST BE SEPERATED BY AT LEAST 18"AND B) ONE FULL, UNCUT LENGTH OF BOTH PWL AND NPWLPIPE MUST BE CENTERED ON THE CROSSING SO THAT THEJOINTS ARE AS FAR AS POSSIBLE FROM THE CROSSING.ZONE 2: A)ONE FULL, UNCUT LENGTH OF BOTH PWL AND NPWL PIPEMUST BE CENTERED ON THE CROSSING SO THAT THEJOINTS ARE AS FAR AS POSSIBLE FROM THE CROSSING.AND EITHER B) NPWL MUST BE CONSTRUCTED TO WATER MAINSTANDARDS AND PRESSURE TESTED FOR WATERTIGHTNESS FOR A HORIZONTAL DISTANCE OF 10FEET ON BOTH SIDES OF THE CROSSING.OR C)EITHER THE NPWL OR WATER LINE OR BOTH MUST BE ENCASED WITH A SLEEVEING MATERIAL ACCEPTABLE TO DEQ FOR A HORIZONTAL DISTANCE OF 10 FEET ON BOTH SIDES OF THE CROSSING.ZONE 3:SAME REQUIREMENTS AS ZONE 2 EXCEPT THE NPWL MUST ALSO BE SUPPORTED ABOVE THE CROSSING TO PREVENT SETTLING.ZONE 4:SAME REQUIREMENTS AS ZONE 1 EXCEPT THE NPWL MUST ALSO BE SUPPORTED ABOVE THE CROSSING TO PREVENT SETTLING.HORIZONTAL SEPARATIONREQUIREMENTSZONE 1: A)NO SPECIAL REQUIREMENTS.ZONE 2: A)NO SPECIAL REQUIREMENTS FOR POTABLE
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N.T.S. INLET PROTECTION SACK STORM INLET SACK,SEE NOTE 2 LIFT STRAPS STORM INLET GRATE CURB &GUTTERSTORM INLETSTRUCTURECLEANREGULARLYNOTE:1.WEEKLY AND AFTER STORM EVENT, LOOK INTO DANDYSACK. IF CONTAINMENT AREA IS MORE THAN 1/3 FULL OFSEDIMENT, THE UNIT MUST BE EMPTIED.2.STORM INLET SACK, "DANDY SACK" OR APPROVED EQUAL,INSTALL PER MANUFACTURER RECOMMENDATIONS.DUMPING STRAPSB1N.T.S. INLET PROTECTIONA1 NOTES:1.PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET SEGMENTS, WHERE WATER CAN POND AND ALLOWSEDIMENT TO SEPARATE FROM RUNOFF.2.SANDBAGS, OF EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC, ARE FILLED WITH GRAVEL, LAYERED AND PACKEDTIGHTLY.3.LEAVE ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW.4.INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROMTHE TRAVELED WAY IMMEDIATELY.FLOWFLOW BACK OF SIDEWALKCATCH BASIN INSTALL INLETPROTECTION SACK,RE: A4/CE-501 BACK OF CU
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