HomeMy WebLinkAbout21025 TRAPPERS LANDING IMPROVEMENT DRAWINGS-signed_09-07-22 Certified (5) (10)1
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COVER SHEET AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
JB KAY CONSTRUCTION
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
2102516410
09-07-22
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APPROVED BY:CITY OF REXBURG ENGINEERING DEPARTMENTAPPROVED BY:ROCKY MOUNTAIN POWER APPROVED BY:CITY OF REXBURG FIRE DEPARTMENTAPPROVED BY:CENTURY LINKAPPROVED BY:INTERMOUNTAIN GAS
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APPROVED BY:ITD - PORTION OF HIGHWAY 33
AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
JB KAY CONSTRUCTION
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
2102516410
09-07-22
File Location:z:\projects\2021\21025 trappers landing - r mountain pud plat\3.0 design\3.1 cad\3.13 final\21025 trap g2 notes.dwgPlotted By:matthew patzerDate Plotted:Wednesday, September 7 2022 at 01:32 PM
2
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1.ALL TRAFFIC SIGNING SHALL BE DESIGNED, CONSTRUCTED AND PLACED IN ACCORDANCE WITH THE CURRENT MANUAL OF UNIFORMTRAFFIC CONTROL DEVICES (MUTCD) WITH THE FOLLOWING EXCEPTIONS:2.ALL STOP AND YIELD SIGNS USED IN ANY SUBDIVISION SHALL BE A MINIMUM 30”X 30”. ENGINEER GRADE SHEETING SHALL NOT BEALLOWED.3.ALL ROAD NAME AND STREET SIGNS SHALL HAVE A MINIMUM 4” LEGEND. BOTH BACKGROUND AND LEGEND SHALL BE REFLECTIVESTANDARD COLORS WITH WHITE LEGEND AND GREEN BACKGROUND EXCEPT PRIVATE ROADS, WHICH WILL HAVE A BLUEBACKGROUND.4.SUBSTRATE MATERIAL SHALL BE ALUMINUM; NO FIBERGLASS OR PLASTIC WILL BE ACCEPTED.5.THE MINIMUM SIZE FOR SPEED LIMIT SIGNS SHALL BE 24”W X 30”L WITH BLACK LEGEND ON WHITE BACKGROUND.6.POSTS SHALL BE METAL AND SHALL BE ANCHORED WITH A “SOIL TYPE” ANCHOR. NO CONCRETE SHALL BE USED AS AN ANCHOR. POSTSSHALL BE 2”X 2” SQUARE AND SHALL MEET BREAK-A-WAY STANDARDS OF THE STATE OF IDAHO. NO U-CHANNEL SHALL BE USED.7.THE MINIMUM HEIGHT OF SIGNS SHALL BE 6' FROM THE ROAD SURFACE TO THE BOTTOM OF THE SIGN.8.MAINTENANCE OF ALL STREET AND TRAFFIC SIGNS WILL BE THE RESPONSIBILITY OF THE DEVELOPER UNTIL THE STREETS ARE OFFICIALLYACCEPTED FOR MAINTENANCE BY THE CITY OF REXBURG.SIGNING NOTES:GENERAL NOTES:
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1.UNLESS OTHERWISE SHOWN ON THESE PLANS ALL WORK IS TO BE PERFORMED IN ACCORDANCE TO CURRENT CITY OF REXBURGSTANDARD DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR IS REQUIRED TO MAINTAIN A COMPLETE COPY ON SITE AT ALL TIMES(RESOLUTION 2016-15).2.ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. IN CASE OF CONFLICTTHE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF WORK.3.BASIS OF BEARINGS ARE 2004 CITY GRID.4.ELEVATIONS SHOWN ARE NAVD 88 DATUM TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERWISE NOTED.5.GENERAL LOCATIONS AND SIZES OF UTILITIES ARE SHOWN ON THE PLANS. THEY ARE TO BE USED FOR GENERAL INFORMATION ONLY. ITIS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHTINTERFERE WITH NORMAL OPERATIONS OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTORS RESPONSIBILITY TO HAVE THEAPPROPRIATE UTILITY COMPANY FIELD-LOCATE ANY UTILITY INSTALLATIONS WHICH MIGHT BE AFFECTED BY CONSTRUCTION PRIOR TOBEGINNING WORK IN THAT AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SERVICE OF EXISTING UTILITIES ANDFOR RESTORING ANY UTILITIES DAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL, DISPOSAL SITES, AND ANY ADDITIONALMATERIAL THAT MAY BE NECESSARY FOR PROPER CONSTRUCTION OF THIS PROJECT.7.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR TESTING, COMPACTIONAND DUST CONTROL MEASURES.8.ROCK EXCAVATION MAY BE ENCOUNTERED DURING UTILITY CONSTRUCTION. EVERY EFFORT WAS MADE TO REDUCE UTILITY DEPTHWHILE STILL MEETING REGULATORY REQUIREMENTS. FOR BIDDING PURPOSES CONTACT OWNER FOR TEST HOLE DEPTH OF ROCK.9.LITTLE DEMOLITION IS REQUIRED ON THIS PROJECT PRIOR TO JOB START. CONTRACTOR/BIDDER TO WALK JOB AND IDENTIFY MINORDEMOLITION WORK PRIOR TO BIDDING.10.ALL UTILITY MAIN LINES (WATER, SANITARY SEWER AND STORM DRAINAGE) WITHIN PUBLIC STREETS WILL BE OWNED ANDMAINTAINED BY THE CITY AND CONSTRUCTED TO CURRENT CITY OF REXBURG STANDARD DRAWINGS AND SPECIFICATIONS; INSPECTEDAND CERTIFIED BY AN ENGINEER, LICENSED IN THE STATE OF IDAHO; AND HAVE “AS-BUILT” DRAWINGS PROVIDED TO THE CITYENGINEER. FAILURE TO COMPLY WITH THE REQUIREMENTS OF THIS PLAN MAY RESULT IN THE CITY'S WITHHOLDING OF BUILDINGPERMITS, CERTIFICATE OF OCCUPANCY, AND WATER OR ELECTRICAL SERVICE.11.LANDSCAPING SIGNS NOT TO EXCEED 3 FEET IN HEIGHT IN THE CLEAR SIGHT TRIANGLE.12.THERE SHALL BE A 15-FOOT WIDE PUBLIC UTILITY EASEMENT WITHIN EACH LOT ALONG ALL ROAD/STREET FRONTAGESFOR POWER, PHONE, CABLE, GAS, ETC. (GAS REQUIRES SEPARATE TRENCH). THE EXACT LOCATION OF TRANSFORMERSAND PHONE BOXES WILL BE FIELD DETERMINED BY EACH UTILITY COMPANY AFTER ROADS/STREETS HAVE BEENCONSTRUCTED TO SUBGRADE AND SIDE SLOPES HAVE BEEN COMPLETED.13.ALL FRONTAGE PUBLIC UTILITY EASEMENTS (PUE) SHALL BE 15 FEET FROM BACK OF SIDEWALK UNLESS NOTED OTHERWISE.14.LUMEN/CENTURY LINK/SPARKLIGHT USES THE SAME TRENCH AS ROCKY MOUNTAIN POWER AND REQUIRES CONDUITS(CONTRACTOR SHALL NOTIFY ALL FOR SCHEDULING). POWER DESIGN SHOWN IS PRELIMINARY AND ANY CONSTRUCTIONSTAKING OF POWER SHALL BE CONFIRMED WITH ROCKY MOUNTAIN POWER FOR FINAL LAYOUT. VERIFY CONDUIT SIZEMEETING ROCKY MOUNTAIN POWER DESIGN PRIOR TO CONSTRUCTION.15.ALL UTILITIES INCLUDING POWER, PHONE, CABLE, ETC. EXCEPT NATURAL GAS MAY BE IN THE SAME TRENCH. NATURALGAS MUST BE IN A SEPARATE TRENCH.16.A 12” SPACING SHALL BE REQUIRED BETWEEN DIFFERENT UTILITIES IN THE SAME TRENCH.17.CONTRACTOR SHALL CONTACT DIG-LINE AT 811, (800) 342-1585 OR (208) 342-1585 PRIOR TO ANY UTILITY CONSTRUCTION.WATER NOTES:1.ALL WATER MAINS, SERVICES, AND ALL APPURTENANCES SHALL MEET CURRENT CITY OF REXBURG STANDARD DRAWINGS ANDSPECIFICATIONS. THIS SHALL INCLUDE ALL MATERIALS, LABOR, AND INSTALLATION INCLUDING VERTICAL AND HORIZONTAL SEPARATIONDISTANCES AND SLOPE REQUIREMENTS.2.ALL WATER MAIN LINE SHALL BE CLASS 50 DUCTILE IRON MEETING AWWA C-151.3.MINIMUM COVER OVER ALL WATER LINES SHALL BE 6 FEET.4.WATER LINE SHALL HAVE A MINIMUM SEPARATION DISTANCE OF TEN (10) FEET FROM ANY SANITARY SEWER OR STORM SEWERMEASURED FROM THE OUTSIDE OF EACH PIPE AS OUTLINED IN THE ISPWC 2020 STANDARD DRAWING SD-407. CROSS ATAPPROXIMATELY RIGHT ANGLES WITH FULL PIPE SECTIONS AND MINIMUM OF 1.5 FEET OF VERTICAL SEPARATION.5.THRUST BLOCKS SHALL BE PLACED AT ALL DIRECTION CHANGES FOR PRESSURE PIPE.6.FIRE HYDRANTS SHALL HAVE TWO 2-1/2” DIAMETER HOSE NOZZLES AND ONE 4-1/2” DIAMETER HOSE NOZZLE PER CITY STANDARDS.7.WATER AND SEWER SERVICE LINES ARE SHOWN AT APPROXIMATE LOCATIONS. CONTRACTOR TO CONTACT DIG LINE PRIOR TO ALLEXCAVATION AND FIELD VERIFY LOCATION AND WITH ARCHITECTURAL DRAWINGS (IF APPLICABLE) FOR ANY ADDITIONAL SERVICESREQUIRED.8.WATER METERS AND PRESSURE REDUCING VALVES - SEE PLUMBING DRAWINGS FOR DETAILS. ALL PLUMBING SHALL MEET THE STATE OFIDAHO PLUMBING CODE. COMMERCIAL BUILDINGS SHALL REQUIRE THE WATER METERS TO BE INSTALLED ON THE INTERIOR ANDMOUNTED IN A HORIZONTAL POSITION WITHIN A HEATED MECHANICAL ROOM.9.CONTRACTOR SHALL INSTALL FIRE LINES/SPRINKLERS MEETING THE CURRENT VERSION OF THE INTERNATIONAL FIRE CODE AND SHALLINCLUDE ALL APPURTENANCES (IF APPLICABLE).10.IT IS THE RESPONSIBILITY OF THE OWNER TO PROVIDE AND INSTALL ALL REQUIRED BACKFLOW PREVENTION DEVICES ON WATERSERVICES.11.ALL WATER MAINS AND APPURTENANCES SHALL BE TESTED FOR PRESSURE, LEAKAGE, AND BACTERIA MEETING CITY AND AWWASTANDARDS AND SHALL BE CLEANED AND DISINFECTED PRIOR TO ACCEPTANCE BY THE CITY FOR DOMESTIC USE. TESTING ANDDISINFECTION OF WATER MAINS AND APPURTENANCES SHALL BE IN ACCORDANCE WITH AWWA C651 STANDARDS. AWWA STANDARDSREQUIRE EACH STREET TO BE TESTED INDIVIDUALLY FOR PRESSURE, LEAKAGE, AND BACTERIA.
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C-1
OVERALL SITE PLAN
File Location:z:\projects\2021\21025 trappers landing - r mountain pud plat\3.0 design\3.1 cad\3.13 final\21025 trap c1 overall sight plan.dwgPlotted By:matthew patzerDate Plotted:Wednesday, September 7 2022 at 01:32 PM
AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
JB KAY CONSTRUCTION
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
2102516410
09-07-22
BLOCK 1SUMMERS DRIVEBLOCK 2
HIDEOUT STREET
B
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#
1
B
M
#
2
NOTES:1.INSTALL STRE
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C-2
DRAINAGE PLAN
File Location:z:\projects\2021\21025 trappers landing - r mountain pud plat\3.0 design\3.1 cad\3.13 final\21025 trap c2 drainage plan.dwgPlotted By:matthew patzerDate Plotted:Wednesday, September 7 2022 at 01:32 PM
AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
JB KAY CONSTRUCTION
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
2102516410
09-07-22
BLOCK 1BLOCK 2
HIDEOUT STREET
SUMMERS DRIVE
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PP-1
P&P-1
File Location:z:\projects\2021\21025 trappers landing - r mountain pud plat\3.0 design\3.1 cad\3.13 final\21025 trap pp1.dwgPlotted By:matthew patzerDate Plotted:Wednesday, September 7 2022 at 01:33 PM
AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
JB KAY CONSTRUCTION
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
2102516410
09-07-22
KEY MAP WES N6
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CONSTRUCTION ITEMS:THE FOLLOWING CONSTRUCTION ITEMS ARE FORTHE PURPOSE OF DISPLAY IN THE PLAN AND PROFILEVIEW ONLY AND DO NOT SHOW EACH AND EVERYCONSTRUCTION COMPONENT IN THE DESIGN. ITSHALL BE THE CONTRACTOR'S RESPONSIBILITY TOREVIEW THE PLANS AND UNDERSTAND THAT ALLELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,ETC.... MAY NOT BE LABELED BUT ARE REQUIREDFOR A COMPLETE PROJECT.
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PP-2
P&P-2
File Location:z:\projects\2021\21025 trappers landing - r mountain pud plat\3.0 design\3.1 cad\3.13 final\21025 trap pp2.dwgPlotted By:matthew patzerDate Plotted:Wednesday, September 7 2022 at 01:33 PM
AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
JB KAY CONSTRUCTION
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
2102516410
09-07-22
KEY MAP WES N6
6
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CONSTRUCTION ITEMS:THE FOLLOWING CONSTRUCTION ITEMS ARE FORTHE PURPOSE OF DISPLAY IN THE PLAN AND PROFILEVIEW ONLY AND DO NOT SHOW EACH AND EVERYCONSTRUCTION COMPONENT IN THE DESIGN. ITSHALL BE THE CONTRACTOR'S RESPONSIBILITY TOREVIEW THE PLANS AND UNDERSTAND THAT ALLELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,ETC.... MAY NOT BE LABELED BUT ARE REQUIREDFOR A COMPLETE PROJECT.PAV
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File Location:z:\projects\2021\21025 trappers landing - r mountain pud plat\3.0 design\3.1 cad\3.13 final\21025 trap pp3.dwgPlotted By:matthew patzerDate Plotted:Wednesday, September 7 2022 at 01:34 PM
AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
JB KAY CONSTRUCTION
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
2102516410
09-07-22
KEY MAP WES N6
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CONSTRUCTION ITEMS:THE FOLLOWING CONSTRUCTION ITEMS ARE FORTHE PURPOSE OF DISPLAY IN THE PLAN AND PROFILEVIEW ONLY AND DO NOT SHOW EACH AND EVERYCONSTRUCTION COMPONENT IN THE DESIGN. ITSHALL BE THE CONTRACTOR'S RESPONSIBILITY TOREVIEW THE PLANS AND UNDERSTAND THAT ALLELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,ETC.... MAY NOT BE LABELED BUT ARE REQUIREDFOR A COMPLETE PROJECT.PAV
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File Location:z:\projects\2021\21025 trappers landing - r mountain pud plat\3.0 design\3.1 cad\3.13 final\21025 trap pp4.dwgPlotted By:matthew patzerDate Plotted:Wednesday, September 7 2022 at 01:34 PM
AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
JB KAY CONSTRUCTION
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
2102516410
09-07-22
KEY MAP WES N6
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CONSTRUCTION ITEMS:THE FOLLOWING CONSTRUCTION ITEMS ARE FORTHE PURPOSE OF DISPLAY IN THE PLAN AND PROFILEVIEW ONLY AND DO NOT SHOW EACH AND EVERYCONSTRUCTION COMPONENT IN THE DESIGN. ITSHALL BE THE CONTRACTOR'S RESPONSIBILITY TOREVIEW THE PLANS AND UNDERSTAND THAT ALLELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,ETC.... MAY NOT BE LABELED BUT ARE REQUIREDFOR A COMPLETE PROJECT.PAV
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P&P-5
File Location:z:\projects\2021\21025 trappers landing - r mountain pud plat\3.0 design\3.1 cad\3.13 final\21025 trap pp5.dwgPlotted By:matthew patzerDate Plotted:Wednesday, September 7 2022 at 01:35 PM
AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
JB KAY CONSTRUCTION
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
2102516410
09-07-22
WES N6
6
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CONSTRUCTION ITEMS:THE FOLLOWING CONSTRUCTION ITEMS ARE FORTHE PURPOSE OF DISPLAY IN THE PLAN AND PROFILEVIEW ONLY AND DO NOT SHOW EACH AND EVERYCONSTRUCTION COMPONENT IN THE DESIGN. ITSHALL BE THE CONTRACTOR'S RESPONSIBILITY TOREVIEW THE PLANS AND UNDERSTAND THAT ALLELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,ETC.... MAY NOT BE LABELED BUT ARE REQUIREDFOR A COMPLETE PROJECT.PAV
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WATER MAIN CROSSES SS IN 2 LOCATIONS EAST AND WESTINSTALL THIS SECTION AT MINIMUM OF 9' DEPTH TO ENSURE A MINIMUMOR 18" VERTICAL SEPARATION FROM SS (CONTRACTOR HAS OPTION OFINSTALLLING 4-45° BENDS WITH THRUST BLOCKS AT 2 LOCATIONS)
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File Location:z:\projects\2021\21025 trappers landing - r mountain pud plat\3.0 design\3.1 cad\3.13 final\21025 trap pp6.dwgPlotted By:matthew patzerDate Plotted:Wednesday, September 7 2022 at 01:35 PM
AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
JB KAY CONSTRUCTION
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
2102516410
09-07-22
KEY MAP WES N6
6
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CONSTRUCTION ITEMS:THE FOLLOWING CONSTRUCTION ITEMS ARE FORTHE PURPOSE OF DISPLAY IN THE PLAN AND PROFILEVIEW ONLY AND DO NOT SHOW EACH AND EVERYCONSTRUCTION COMPONENT IN THE DESIGN. ITSHALL BE THE CONTRACTOR'S RESPONSIBILITY TOREVIEW THE PLANS AND UNDERSTAND THAT ALLELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,ETC.... MAY NOT BE LABELED BUT ARE REQUIREDFOR A COMPLETE PROJECT.PAV
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File Location:z:\projects\2021\21025 trappers landing - r mountain pud plat\3.0 design\3.1 cad\3.13 final\21025 trap pp7.dwgPlotted By:matthew patzerDate Plotted:Wednesday, September 7 2022 at 01:35 PM
AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
JB KAY CONSTRUCTION
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
2102516410
09-07-22
KEY MAP WES N6
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CONSTRUCTION ITEMS:THE FOLLOWING CONSTRUCTION ITEMS ARE FORTHE PURPOSE OF DISPLAY IN THE PLAN AND PROFILEVIEW ONLY AND DO NOT SHOW EACH AND EVERYCONSTRUCTION COMPONENT IN THE DESIGN. ITSHALL BE THE CONTRACTOR'S RESPONSIBILITY TOREVIEW THE PLANS AND UNDERSTAND THAT ALLELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,ETC.... MAY NOT BE LABELED BUT ARE REQUIREDFOR A COMPLETE PROJECT.PAV
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File Location:z:\projects\2021\21025 trappers landing - r mountain pud plat\3.0 design\3.1 cad\3.13 final\21025 trap pp8.dwgPlotted By:matthew patzerDate Plotted:Wednesday, September 7 2022 at 01:36 PM
AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
JB KAY CONSTRUCTION
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
2102516410
09-07-22
KEY MAP WES N6
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.
CONSTRUCTION ITEMS:THE FOLLOWING CONSTRUCTION ITEMS ARE FORTHE PURPOSE OF DISPLAY IN THE PLAN AND PROFILEVIEW ONLY AND DO NOT SHOW EACH AND EVERYCONSTRUCTION COMPONENT IN THE DESIGN. ITSHALL BE THE CONTRACTOR'S RESPONSIBILITY TOREVIEW THE PLANS AND UNDERSTAND THAT ALLELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,ETC.... MAY NOT BE LABELED BUT ARE REQUIREDFOR A COMPLETE PROJECT.PAV
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INSTALL FH
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EL: 4854.00
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PP-9
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File Location:z:\projects\2021\21025 trappers landing - r mountain pud plat\3.0 design\3.1 cad\3.13 final\21025 trap pp9.dwgPlotted By:matthew patzerDate Plotted:Wednesday, September 7 2022 at 01:36 PM
AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
JB KAY CONSTRUCTION
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
2102516410
09-07-22
KEY MAP WES N6
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CONSTRUCTION ITEMS:THE FOLLOWING CONSTRUCTION ITEMS ARE FORTHE PURPOSE OF DISPLAY IN THE PLAN AND PROFILEVIEW ONLY AND DO NOT SHOW EACH AND EVERYCONSTRUCTION COMPONENT IN THE DESIGN. ITSHALL BE THE CONTRACTOR'S RESPONSIBILITY TOREVIEW THE PLANS AND UNDERSTAND THAT ALLELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,ETC.... MAY NOT BE LABELED BUT ARE REQUIREDFOR A COMPLETE PROJECT.PAV
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WESN040'40'20'SCALE: 1" = 40'1123
1
1 2
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14
D-1
DETAIL AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
JB KAY CONSTRUCTION
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
2102516410
09-07-22
MIN. GRADE 1/4"/FT.(2%)"E""D"CAP OR PLUG AND INSTALLSERVICE LINE MARKERPER SD-512 (TYP.)ABSOLUTE MIN. GRADE 1/8"/FT.(1%)4"-1/8 OR 1/16BEND AS NEEDED MIN. GRADE 1/4"/FT.(2%)"C""B""A" TYPE C TEE OR APPROVEDCONNECTION NOTES: TYPE E 45° TYPE A & D TEE OR APPROVEDCONNECTION LP45° MAX.1/8 LONGRADIUS BEND TYPE B 45° MAX.GASKET ALL JOINTS CONCRETE COLLAR FINISHED GRADEFRAME & COVER 45°FLOW SHELFSHELFSHELFMANHOLE NOTES:5"FLEXIBLE RUBBERGASKETPRECAST MONOLITHICCONCENTRIC CONESECTIONPRECAST CONCRETEMANHOLE-BARREL SECTIONSAS REQ'DPREFABRICATED BASE.UNDISTURBEDEARTH A4 APPROVEDBEDDING 6" MIN31"48" DIA9 MIN RUBBER BOOT .75 X Di PIPE 1.PLACE VERTICAL WALL ON UPSTREAM SIDEOF MANHOLE, ROTATED 45 DEGREES.2.WHERE PVC PIPE IS UTILIZED, INSTALL ARUBBER RING OR GASKET COLLAR WHERETHE PIPE IS IN CONTACT WITH MANHOLEBASE AND/OR MANHOLE CHANNEL, INORDER TO INSURE A WATERTIGHT SEAL.3.UNLESS OTHERWISE SHOWN, MANHOLESSHALL HAVE 0.1 FALL FROM UPSTREAMINVERT TO DOWNSTREAM INVERT. FOR PIPESLOPES GREATER THAN 2.5% SLOPE, SEEPLAN & PROFILE.PLAN DETAILNOT TO SCALE SEWER MANHOLE SECTION1NOT TO SCALE 6" SANITARY SEWER SERVICE LINES DETAIL2 NOT TO SCALE TYPICAL SEWER
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D-2
DETAIL AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
JB KAY CONSTRUCTION
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
2102516410
09-07-22
7"
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NOT TO SCALE CATCH BASIN1 12" MIN. DIA.GASKET FOR PLASTICPIPE KNOCKOUTS TYPICAL (4)SIDES 18" DIA. TORECEIVE UP TO 15" DIA.PIPE3'-0" MIN.3 1/2"2"3 1/2"30"INSIDE DIA. BARRELSECTION 39 20"3'-0"x6"x3/8"STEEL PLATE 6"C1 SIDEWALK TBCC3 #4 REBAR BYMANUFACTURER ADJUSTING BOLTS C1 CLCL1'-2"GRATE1'-0"INLETBOX12"CURB & GUTTERSEE DETAILPLASTIC PIPE REBAR SCHEDULEMARKLOCATIONSIZELENGTHQUANTITYC3CURB AND BOX42'-0"4NOT TO SCALE STORM
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16
D-3
DETAIL AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
JB KAY CONSTRUCTION
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
2102516410
09-07-22
2" OF PLANT MIX PAVEMENTUNDISTURBED EARTH 9" OF GRANULAR BORROW/PITRUN 3" OF 3/4" GRAVEL ROADBASE 6"
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℄
17
D-4
HIGHWAY 33 WIDENING AND PAVEMENT MARKINGS AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
JB KAY CONSTRUCTION
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
2102516410
09-07-22
MATCH LINE SEE 1 THIS SHEET
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