HomeMy WebLinkAboutINFRASTRUCTURE Rev 8 3.30.23 - 20-00899 - Blue Ox - Yellowstone Heights Condo PlatFile Location:\\192.168.1.50\eagle rock engineering\projects\2020\20022 blue ox development (yellowstone heights condos)\3.0 design\3.1 cad\3.13 final\20022cover.dwgPlotted By:matthew patzerDate Plotted:Thursday, March 30 2023 at 07:35 AM
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COVER
COVER AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
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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:
BLUE OX DEVELOPMENT
YELLOWSTONE HEIGHTS T. HANSEN
J. LEHMANN
P. SNARR
2002216410
3/30/23
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1. SPECIFICATIONS AND DRAWINGS FOR THIS WORK SHALL BE PER CITY OF REXBURG STANDARDS AND ISPWC STANDARDS. THE DETAIL DRAWINGS
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SUPPLEMENT THE CITY OF REXBURG STANDARDS.2. BED PIPE IN NATIVE MATERIAL FREE OF ROCKS LARGER THAN 1 INCH IN DIAMETER AS BEDDING. IF ROCKS LARGER THAN 1 INCH ARE PRESENT,
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AGGREGATE OR SAND AS APPROVED BY THE ENGINEER.3. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO BID. IN CASE OF CONFLICT THE ENGINEER SHALL BE NOTIFIED IM
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THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF WORK.4. ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERWISE NOTED.5. THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING, TREES, UTILITIES, DITCHES, CULVERTS, FENCES
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SIGNS, LIGHTPOLES, HEADGATES, AND ALL OTHER MISCELLANEOUS ITEMS. ANY DAMAGE DONE BY THE CONTRACTOR TO EXISTING STRUCTURE
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SHALL BE REPAIRED AT CONTRACTORS EXPENSE.6. GENERAL LOCATIONS AND SIZES OF EXISTING UTILITIES ARE SHOWN ON THE PLANS. THEY ARE TO BE USED FOR GENERAL INFORMATION ON
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RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHT INTERFERE WITH NORMA
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OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE APPROPRIATE UTILITY COMPANY FIELD-LOCATE ANY EXIST
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WHICH MIGHT BE AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING WORK IN THAT AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
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SERVICE OF EXISTING UTILITIES AND FOR RESTORING ANY UTILITIES DAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL, DISPOSAL SITES, AND ANY ADDITIONAL MATERIA
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BE NECESSARY FOR PROPER CONSTRUCTION OF THIS PROJECT.8. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR TESTING, COMPACTION AND D
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MEASURES.9. THE CONTRACTOR SHALL PROVIDE REQUIRED TRAFFIC CONTROL IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAF
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DEVICES.10.SITE ADDRESS: 238 ELLA LANE REXBURG, IDAHO.APPROVED BY:CITY OF REXBURG ENGINEERING DEPARTMENTAPPROVED BY:ROCKY MOUNTAIN POWER APPROVED BY:CITY OF REXBURG FIRE DEPARTMENTAPPROVED BY:CENTURY LINKAPPROVED BY:INTERMOUNTAIN GAS1.WATER SERVICE IN PROJECT WILL BE PVC.2.CONSTRUCT WATER SERVICE CONNECTIONS PER ISPWC DETAIL SD-402 INCLUDING METER BOX, PIPING AND FITTINGS UP TO BUT NOTINCLUDING THE WATER METER.3.THRUST BLOCKS SHALL BE PLACED AT ALL DIRECTION CHANGES IN THE PRESSURE PIPE PER THE 2020 ISPWC DETAIL SD-403. PROVIDETEMPORARY CAPS AND TEMPORARY END THRUST BLOCKS AT ALL TEMPORARY WATERLINE TERMINATION POINTS AS REQUIRED DUE TOPHASED DEVELOPMENT.4.COORDINATE ALL METER INSTALLATIONS WITH THE CITY OF REXBURG.5.WATER PIPE MUST HAVE A MINIMUM SEPARATION DISTANCE OF 10' HORIZONTALLY AND 18" VERTICALLY FROM ANY SANITARY SEWER ORSTORM SEWER MEASURED FROM THE EDGE OF EACH PIPE AS OUTLINED IN THE ISPWC 2008 STANDARD DRAWINGS SD-407.6. COORDINATE LOCATION OF WATER METERS FOR SPRINKLING SYSTEM WITH OWNER'S SPRINKLER IRRIGATION PLAN.7. TEST, FLUSH, AND DISINFECT CONSTRUCTED PIPE PER THE 2008 ISPWC SECTIONS 401.3.6 AND 401.3.9.8. COMPLY STRICTLY TO MANUFACTURER INSTALLATION REQUIREMENTS IN REGARDS TO PULLED JOINTS ON THE WATERLINE WORK. USESTANDARD ELBOWS WHEREVER POSSIBLE IN LIEU OF PULLING JOINTS EVEN IF THE JOINT PULLS ARE WITHIN MANUFACTURE INSTALLATIONTOLERANCES.9. ALL WATER PIPES SHALL INCLUDE ALL APPURTENANCES INCLUDING BUT NOT LIMITED TO TEES, VALVES, ETC....10. WATER METERS SHALL BE INSTALLED PER CITY OF REXBURG STANDARDS (BY OTHERS).11.WATER MAIN VALVES SHALL BE RESILIENT WEDGE GATE VALVES FOR 10" AND SMALLER DIAMETER PIPES AND BUTTERFLY VALVES FORLARGER DIAMETER PIPES RATED AT 250 PSI OR GREATER.
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4875 4876File Location:\\192.168.1.50\eagle rock engineering\projects\2020\20022 blue ox development (yellowstone heights condos)\3.0 design\3.1 cad\3.13 final\20022 c1existing conditions.dwgPlotted By:matthew patzerDate Plotted:Thursday, March 30 2023 at 07:38 AM
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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:
BLUE OX DEVELOPMENT
YELLOWSTONE HEIGHTS T. HANSEN
J. LEHMANN
P. SNARR
2002216410
3/30/23
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File Location:\\192.168.1.50\eagle rock engineering\projects\2020\20022 blue ox development (yellowstone heights condos)\3.0 design\3.1 cad\3.13 final\20022 c2 siteplan.dwgPlotted By:matthew patzerDate Plotted:Thursday, March 30 2023 at 07:40 AM
3
C-2
SITE PLAN 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:
BLUE OX DEVELOPMENT
YELLOWSTONE HEIGHTS T. HANSEN
J. LEHMANN
P. SNARR
2002216410
3/30/23
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DESCRIPTIONPRESSURE LINE (WATER LINE)SANITARY SEWER MAIN LINETYPEGAS LINE FENCE LINEGGUGPOHPUNDERGROUND POWER LINEUNDERGROUND PVC POWER CONDUIT OVERHEAD POWER LINE TELEPHONE LINEDRAINAGE FLOW BREAKLINE PROPOSED/EXISTING ELEVATIONPROPOSED/EXISTING FIRE HYDRANTPROPOSED/EXISTING VALVEPROPOSED/EXISTING CURB AND GUTTER PROPOSED/EXISTING STREET LIGHT PROPOSED/EXISTING POWER POLE EXIST.PRO.DESCRIPTIONPROPOSED/EXISTING MANHOLEPROPOSED/EXISTING STORM DRAIN INLETPROPOSED ASPHALT DRAINAGE FLOW ARROW LEGEND0.75%BOUNDARY LINECENTERLINE SECTION LINE CONCRETEEXISTING GROUND CONTOUR4727 TBC72.10XG = 72.10PUBLIC UTILITY EASEMENTSTORM DRAIN MAIN(12''SD EXISTING PRESSURE LINE (WATER LINE)8''W 8''W(8''SSEXISTING SANITARY SEWER MAIN(8''SSEXISTING STORM DRAIN MAIN(12''SD LANDSCAPE AREAIMPERIA HONEYLOCUST FOR LANDSCAPINGAUTUMN JOY SEDUM FOR LANDSCAPINGNEW MUGO PINE FOR LANDSCAPINGNEW BUSH FOR LANDSCAPINGNEW DIABOB NINEBARK FOR LANDSCAPING EXISTING ASPHALT
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SIDEWALK ALONG HWY 33 TO BECOORDINATED AND CONSTRUCTED PERTHE GROVE AT THOMSON FARMS PROJECTTIE ONTO EXISTING 16" WATER MAINAND EXTEND WATER MAIN TO NORTHBOUNDARY LINE OF PROJECTWATER LINE WILL BE INSTALLED BYCITY OF REXBURG
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File Location:\\192.168.1.50\eagle rock engineering\projects\2020\20022 blue ox development (yellowstone heights condos)\3.0 design\3.1 cad\3.13 final\20022 c3 stormplan.dwgPlotted By:matthew patzerDate Plotted:Thursday, March 30 2023 at 07:42 AM
4
C-3
STORM PLAN & GRADING 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:
BLUE OX DEVELOPMENT
YELLOWSTONE HEIGHTS T. HANSEN
J. LEHMANN
P. SNARR
2002216410
3/30/23
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PP-1
LOT 1, AND LOT 2
File Location:\\192.168.1.50\eagle rock engineering\projects\2020\20022 blue ox development (yellowstone heights condos)\3.0 design\3.1 cad\3.13 final\20022 pp1service connections.dwgPlotted By:matthew patzerDate Plotted:Thursday, March 30 2023 at 07:46 AM LOT 2 SERVICE CONNECTIO
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FIRE HYDRANT ASSEMBLY. SEE DETAIL 4 SHEET D-1.8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 SHEET D-1.BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 SHEET D-1.6" FIRE SERVICE INTO BUILDING.2" WATER SERVICE INTO BUILDING.4" SANITARY SEWER SERVICE INTO BUILDING.KEYNOTES:1212
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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:
BLUE OX DEVELOPMENT
YELLOWSTONE HEIGHTS T. HANSEN
J. LEHMANN
P. SNARR
2002216410
3/30/23
4856 4858 4860 4862 4864 4866 4868 4870 4872 4874 4876
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PC STA: 13+46.99
EL: 4874.16
PC STA: 13+00.76
EL: 4874.16
PT STA: 13+69.61
EL: 4875.00
PT STA: 12+77.36
EL: 4874.80
STA: 14+41.82
EL: 4874.70
STA: 12+04.34
EL: 4874.50
STA: 11+32.72EL: 4874.80STA: 10+64.70EL: 4874.50STA: 9+92.43EL: 4874.80
STA: 15+41.96
EL: 4875.28
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STORM POND/LANDSCAPEDPOND FOR ADDITIONAL AREA FOR BUILDING EOEOEOEOXXXX
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TBC: 4874.80TBC: 4874.50
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WESN020'20'10'SCALE: 1" = 20'
6
PP-2
HIGHWAY 33
File Location:\\192.168.1.50\eagle rock engineering\projects\2020\20022 blue ox development (yellowstone heights condos)\3.0 design\3.1 cad\3.13 final\20022 pp2yellowstone highway 33.dwgPlotted By:matthew patzerDate Plotted:Thursday, March 30 2023 at 07:49 AM
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:
BLUE OX DEVELOPMENT
YELLOWSTONE HEIGHTS T. HANSEN
J. LEHMANN
P. SNARR
2002216410
3/30/23
H
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YELLOWSTONE HIGHWAY (HIGHWAY 33 NOTES) SEE SHEETS T-1 AND T-2 FOR COMPLETE HIGHWAY WIDENING PLANS1.DEVELOPER OF YELLOWSTONE HEIGHTS SHALL BE RESPONSIBLE FOR ALL HIGHWAY WIDENING AND PAVEMENTMARKINGS AS SHOWN HEREIN IN ACCORDANCE WITH CURRENT ITD STANDARDS. THE ASPHALT WIDENING ANDPAVEMENT MARKINGS SHOWN HEREIN , WITH THE EXCEPTION OF THE NORTHBOUND RIGHT TURN LANE WASORIGINALLY APPROVED BY ITD FOR THE KENNETH SQUARE PROJECT AND REFERENCED IN THE DEVELOPMENTAGREEMENT INSTRUMENT NUMBER 411147 DATED 7/28/2017.2.ALL WORK SHALL MEET THE CURRENT ITD STANDARDS INCLUDING ROADBASE THICKNESS, PAVEMENT THICKNESS ANDCLASS PAVEMENT.
12'
12'
12'
12'12'12'
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YELLOW
START CONSTRUCTION/START TAPER
HIGHWAY WIDENING
512+39 (EXISTING 33' HWY WIDTH)
NOTES:
1. THIS PROJECT CONSISTS OF THE WIDENING OF THE EXISTING HIGHWAY FROM STATION 509+70 TO 521+20.
2. CONTRACTOR TO CUT EXISTING ASPHALT APPROXIMATELY 2 FEET FROM THE EDGE OF ASPHALT TO ENSURE THE SLOPE SHOE IS REMOVED. CUT SHALL BE STRAIGHT MEETING ITD STANDARDS.
3. LEFT AND RIGHT TURN ARROWS WILL BE THERMOPLASTIC MEETING ITD STANDARDS.
4. EXTEND DOUBLE YELLOW MARKINGS TO STATION 526+79
5. STATIONING, CURVE DATA AND BEARINGS ARE FROM ITD PROJECT NO. ST - 6767 (502).
6. PROFILE GRADES OF THE HIGHWAY ARE NOT BEING CHANGED, THIS PROJECT IS WIDENING THE EXISTING PROFILE ONLY.
7. DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR THE WIDENING OF HIGHWAY 33 TO ENSURE MINIMUM OF 12 FOOT LANE WIDTHS AND MEET ITD SHOULDER WIDTHS.
8. CONTRACTOR TO SAW CUT EXISTING PAVEMENT LONGITUDINALLY TO ENSURE PROPER TRANSITION WITH EXISTING AND NEWLY PLACED ASPHALT.
9. CONTRACTOR TO MEET COMPACTION MEETING ITD SPECIFICATIONS.
10. ALL WORK TO BE IN ACCORDANCE WITH ITD, MUTCD, AND AASTHO STANDARDS.
11. EXISTING PAVEMENT MARKINGS WITHIN THE PROJECT SHALL BE COMPLETELY REMOVED MEETING ITD APPROVAL INCLUDING; BUT NOT LIMITED TO ARROWS, CENTERLINE AND FOG LINE MARKINGS.
12. EXISTING SIGNS AND POSTS SHALL BE REMOVED BY THE CONTRACTOR.
13. CONTRACTOR TO INSTALL NEW SIGNS AS SHOWN ON THE PLANS MEETING ITD AND MUTCD STANDARDS.
14. CONTRACTOR SHALL BE REQUIRED TO MEET WORK ZONE REQUIREMENTS AS SET FORTH PER MUTCD AND ITD REQUIREMENTS INCLUDING CHANNELIZATION DRUMS, CANDLES, AND SIGNAGE.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SIGNAGE AND PAINTED PAVEMENT MARKINGS UPON COMPLETION OF THE INTERSECTION AND WIDENING OF THE HIGHWAY. THIS SHALL CONSIST OF 8 INCH CHANNELIZATION LINES, 4 INCH SOLID AND
SKIP YELLOW, 4 INCH SOLID WHITE, TURN AND STRAIGHT ARROWS MEETING THE PLANS AND ITD STANDARD SPECIFICATIONS AND DRAWINGS.
15. CONTRACTOR/DEVELOPER TO CONTACT ITD (2 DAYS MINIMUM) PRIOR TO INSTALLING PAVEMENT MARKINGS ON YELLOWSTONE HIGHWAY.
SHIF
T
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T
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P
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T
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SL &
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L
MATCH INTO EXISTING CURB & GUTTER
TBC ELEV=4876.50
R-O-W
100'
R-O-W
4" WHITE
10
0
'
CURVE DATA FROM ITD STA - 6767 (502)
Δ=11°00'00"
R=1273.24
L=244.40'
T=122.60
12' L
A
N
E
12' L
A
N
E
PT=517+34.12
PC=514+89.71
PER ITD PROJECT No. ST - 6767 (502)
C BEARING N18°08'32"E
L
519+29 (42' HWY WIDTH)
BEGIN RT TURN SHIFTING
TAPER STATION
512+39
TAPER IS 270'
EXISTING HIGHWAY STREET SECTION
2.0% MIN. STRAIGHT GRADE
LC
R.O.W. 66'
ASPHALT - MATCH EXISTING OR 3" MIN.
4"- 3/4" AGGREGATE BASE
12" GRANULAR BORROW
2.0% MIN. STRAIGHT GRADE
SLOPE SHOE
32'- 34'
12'12'
VARIABLE C
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& FILL SL
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& FILL SLOP
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YELLOW
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8" WHITE
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A
N
L
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N
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12' L
A
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E
12' L
A
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E
12' L
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E
DEVELOPER SHALL COORDINATE WITH UTILITY COMPANIES TO
RELOCATE AND/OR REMOVE EXISTING FACILITIES WITHIN THE PROJECT
LIMITS MEETING UTILITY DESIGN AND STANDARDS.
(PROPOSED POWER LOCATION WITHIN THE 15' EASEMENT. ROCKY
MOUNTAIN POWER TO DESIGN POLE LOCATIONS.
EXISTING PAVEMENT MARKINGS
RE-LOCATE SIGN
MATCH INTO EXISTING PAVEMENT MARKINGS
EXTEND 4" DOUBLE LINE TO EXISTING DOUBLE LINE
FINISHED TBC ELEV=4876.20
FINISHED TBC ELEV=4876.00
FINISHED TBC ELEV=4875.28
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YELLOWSTONE HIGHWAY 33 TRAFFIC CONTROL
File Location:\\192.168.1.50\eagle rock engineering\projects\2020\20022 blue ox development (yellowstone heights condos)\3.0 design\3.1 cad\3.13 final\20022 t3yellowstone highway 33 traffic control.dwgPlotted By:matthew patzerDate Plotted:Thursday, March 30 2023 at 07:55 AM
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:
BLUE OX DEVELOPMENT
YELLOWSTONE HEIGHTS T. HANSEN
J. LEHMANN
P. SNARR
2002216410
3/30/23
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STATION 502+39 RT ADD SIGN W21-5 SHOULDER WORKSIZE 36"x36" 1000 FEET BEFORE START OFCONSTRUCTION STATION 507+39 RT ADD SIGN R-21 ROAD WORK SPEED SIGN30"x36" 500 FEET BEFORE START OF CONSTRUCTION
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ZONE 4 REFER TO IDAPA 58.01.08 IDAHO RULES FORPUBLIC DRINKING WATER SYSTEM.SITE SPECIFIC APPROVAL FROM DEQ MUSTBE SECURED BEFORE ZONE 2 OR 3INSTALLATIONS ARE MADE.SAME REQUIREMENTS AS ZONE 1 EXCEPT THESEWER MAIN MUST ALSO BE SUPPORTED ABOVETHE CROSSING TO PREVENT SETTLING.SANITARY SEWEROR STORM DRAINSEWER LINE ZONE 1 ZONE 2 ZONE 3 SAME REQUIREMENTS AS ZONE 2 EXCEPT THESEWER MAIN MUST ALSO BE SUPPORTED ABOVETHE CROSSING TO PREVENT SETTLING.A)ONE FULL, UNCUT LENGTH OF WATER PIPE MUST BE CENTERED OVER THE CROSSING SOTHAT THE JOINTS ARE AS FAR AS POSSIBLE FROM THE SEWER, AND EITHER;B)SEWER MAIN MUST BE CONSTRUCTED TO WATER MAIN STANDARDS AND PRESSURE TESTED FOR WATER TIGHTNESS FOR A HORIZONTAL DISTANCE OF 10 FEET ON BOTHSIDES OF THE CROSSING, OR;C)EITHER THE SEWER LINE OR THE WATER LINEOR BOTH MUST BE ENCASED IN AT LEAST 4 INCHES OF CONCRETE MEASURED AT THE BELL FOR A HORIZONTAL DISTANCE OF 10 FEET ON BOTH SIDES OF THE CROSSING.A)WATER AND SEWER MUST BE B)SEPARATED BY 18 INCHES, AND ONE FULL, UNCUT LENGTH OF WATER PIPE MUST BE CENTERED OVER THE CROSSING SO THAT THEJOINTS ARE AS FAR AS POSSIBLE FROM THESEWER.(WATER<18" ABOVE TOP OF SEWER)WATER LINEZONE 1ZONE 21'- 6"1'- 6"ZONE 4 ZONE 3FORD S91-607 SADDLE
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90°PIPE BEDDING FOR RIGID PIPE GRANULAR FOUNDATION 90°SHAPED SUBGRADEGRANULAR FOUNDATIONSHAPED SUBGRADEPIPE BEDDING DETAIL FOR FLEXIBLE PIPE COMPACT 1" MAC.BACKFILL IN 6" LAYERSTO 95% OF ASTM D-698COMPACT APPROVEDBEDDING MATERIALTO 95% OF ASTMD-69812"MAX 6" MINSHAPED UNDISTURBED SOIL.EXCAVATE FOR BELL HOLES.3"6" MIN12" MAX90°90°COMPACT 1" MAC.TO 95% OF ASTM D-698COMPACT APPROVEDBEDDING MATERIALTO 95% OF ASTMD-69812"MAX 6" MINSHAPED UNDISTURBED SOIL.EXCAVATE FOR BELL HOLES.3"6" MIN12" MAX
3
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1 14"4'- 0"3"2"8"1 1/4"NO. 4 REBAR 12" ONCENTER BOTH WAYS6" OF3/4" CRUSHCROSS DRAIN DETAILFile Location:\\192.168.1.50\eagle rock engineering\projects\2020\20022 blue ox development (yellowstone heights condos)\3.0 design\3.1 cad\3.13 final\details.dwgPlotted By:matthew patzerDate Plotted:Thursday, March 30 2023 at 07:56 AM
9
D-1
DETAILS 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:
BLUE OX DEVELOPMENT
YELLOWSTONE HEIGHTS T. HANSEN
J. LEHMANN
P. SNARR
2002216410
3/30/23
6"
5
'
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TYPICAL PARKING LOT SECTION13
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File Location:\\192.168.1.50\eagle rock engineering\projects\2020\20022 blue ox development (yellowstone heights condos)\3.0 design\3.1 cad\3.13 final\details.dwgPlotted By:matthew patzerDate Plotted:Thursday, March 30 2023 at 07:56 AM
10
D-2
DETAILS 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:
BLUE OX DEVELOPMENT
YELLOWSTONE HEIGHTS T. HANSEN
J. LEHMANN
P. SNARR
2002216410
3/30/23
PLAN VIEWN.T.S.
1'6'-6" (TYP.)
24"MIN.
3
6
"
T
Y
P
.
24" DIA. PERFORATED CORRUGATED EXTERIOR, SMOOTHINTERIOR HDPE PIPE WITH PERFORATIONS 4" O.C. 1"DIAMETERCLEAN SAND ANDGRAVEL
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SEAL END
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CONCRETE
(
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.
)
SECTION A-AN.T.S.36" MIN.
3
.
0
'
T
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.
10'
VARIES36" MIN.A12" PIPE FROM CATCH BASINMIN. SLOPE 0.22%SEE CATCH BASINDETAIL 2
5'
48" MANHOLE IN COMPLIANCEWITH CITY OF REXBURG STANDARDS*ALL DRAIN ROCK SHALL BE ENCASED IN SEPARATION F
A
B
R
I
C
PERFORATE BOTTOM 2' OF ALL INFILTRATION MANHOLES(ENSURE 2' OF DRAIN ROCK IS INSTALLED AROUND PERIMETEROF MANHOLE) INSTALL MIRAFI 160N NON WOVEN FABRIC (OREQUAL) SEPARATING DRAIN ROCK AND SOIL MEETING CITY OF REXBURG STANDARDS COURSE DRAIN ROCKBACKFILL 2" MIN. - 6" MAX. MEETINGCITY OF REXBURG STANDARDS BACKFILL WITHNATIVE TOPSOILCOMPACT TO95% OFSTANDARDPROCTOR*STORM INFILTRATION SYSTEM TO BE BELO
W
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AND SIDEWALK. (MAINTAIN 1.0' MIN. FRO
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COURSE DRAIN ROCKCOURSE DRAIN ROCKCOURSE DRAIN ROCKCOURSE DRAIN ROCK INFILTRATION SYSTEM NOTE
S
:
1.CONTRACTOR TO OVER
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DURING EXCAVATIONS T
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TYP. INFILTRATION DETAILS17ADS STORM TECH SYSTEM NOTES:1.SC-740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STA
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POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS"
.
^
J
2.SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STAN
D
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DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHA
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.
^
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3."ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DE
S
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COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERI
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.
^
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4.THE "SITE DESIGN ENGINEER" REFERS TO THE ENGINEER RESPONSIBLE FOR THE DE
S
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STORMTECH CHAMBERS FOR THIS PROJECT.^J5.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTA
N
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E
(
A
L
L
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A
B
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CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WIT
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OF EXPECTED SOIL MOISTURE CONDITIONS.^J6.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL
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EXCAVATION WALLS.7.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO
T
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PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMEN
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DESIGN ENGINEER'S DISCRETION.45"(1140 mm)
2
4
"
(6
0
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m
)
M
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*
8
'
(
2
.
4
m
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M
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SUBGRADE SOILS(SEE NOTE 5)PAVEMENT LAYER (DESIGNEDBY SITE DESIGN ENGINEER)SC-740END CAP 12" (300 mm) MINDEPTH OF S
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BY SITE DE
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6
"
(
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5
0
m
m
)
M
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DCBAPERIMETER STONE(SEE NOTE 6)EXCAVATION WALL(CAN BE SLOPED ORVERTICAL)*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVEDINSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,INCREASE COVER TO 30" (750 mm).6" (150 mm) MIN ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALLAROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS12" (300 mm) MIN77" (1950 mm)9"(230 mm) MINSUMP DEPTH TBD BYSITE DESIGN ENGINEER(24" [600 mm] MIN RECOMMENDED)24" (600 mm) HDPE ACCESS PIPE REQUIREDUSE FACTORY PRE-FABRICATED END CAPPART #: MC3500IEPP24BC TWO LAYERS OF ADS GEO
S
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N
T
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3
1
5
W
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GEOTEXTILE BETWEEN FO
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8.25' (2.51 m) MIN WIDE CON
T
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MANHOLE COVER PIPE CONNECTION TO END CAP WITH ADSGEOSYNTHETICS 601T NON-WOVEN GEOTEXTILESC-740 CHAMBER
M
C
-
3
5
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0
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N
D
C
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SC-740 ISOLATOR ROW DETAILNTS OPTIONA
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P
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STORMTECH HIGHLYRECOMMENDS FLEXSTORMPURE INSERTS IN ANYUPSTREAM STRUCTURES WITHOPEN GRATES ADS STORM INFILTRATION NOTES1.THE ADS STORM INFILTRATION SYSTEM SHOWN IS SIZED USINGADS STORM TECH SC-740 CHAMBER SYSTEM. THE CHAMBERAREAS ARE SET FOR DESIGN FOR EACH AREA; HOWEVER THELENGTHS AND WIDTHS MAY VARY TO MEET SEPARATION FROMOTHER UTILITIES OR CONSTRUCTION OBSTACLES.2.CONTRACTOR TO SUPPLY AND SUBMIT FINAL ADS STORM TECHDRAWINGS AND SPECIFICATIONS (OR EQUAL SYSTEM) TOENGINEER FOR APPROVAL PRIOR TO INSTALLATION.3. CONTRACTOR TO INSTALL THE ADS STORM TECH SC-740 SYSTEM(OR EQUAL) WITH NYLOPLAST INLET AND OUTLET (OR PRECASTCONCRETE) PER MANUFACTURERS DRAWINGS ANDSPECIFICATIONS.STORM TECH SC-740 ADDS CHAMBER SYSTEM18