HomeMy WebLinkAboutNorton East Ranch Subdivision - Outfall SewerN:\5149\003\ACAD\SHEETS\RECORD DRAWINGS\COVER.DWG PLOTTED BY:CHIP NIELSEN ON 7/14/2015DILLONDEERLODGEPOLSONANACONDAHAMILTONMILES CITYGLENDIVEGLASGOWHAVREBILLINGSHELENABUTTEGREAT FALLSBOZEMANLIVINGSTONLEWISTOWNKALISPELLMISSOULALIBBYCONRADPROJECT LOCATIONNORTON EAST RANCHOUTFALL SEWER BOZEMAN, MTCONSTRUCTION DRAWINGS FORMAY, 2015RECORD DRAWINGSPREPARED BY:COPYRIGHT MORRISON-MAIERLE, INC.,20152880 Technology Blvd. Bozeman, MT 59718Phone: (406) 587-0721 Fax: (406) 922-6702LOCATION MAPVICINITY MAPNO SCALENO SCALEPROJECTLOCATIONSET NO.MMI PROJECT NO. 5149.003APPROVED BY:CLIENT: NORTON PROPERTIES, LLC.JAMES NICKELSONProject ManagerThis document was prepared byMorrison-Maierle, Inc. and may containconfidential or privileged information.Morrison-Maierle, Inc. retains allcommon law, statutory, and reservedrights including the copyright thereto.Unauthorized use of this document isstrictly prohibited and may be unlawful.Project PrincipalPeer ReviewerDiscipline Head or Office ManagerProject ManagerQUALITY ASSURANCEProject NumberOffice Manager Approval DateQuality Assurance NumberBOZEMANHUFFINE LANECOTTONWOOD RD
DURSTON RD19TH AVE
MAIN STI-90BAXTER LANE 1JAMES NICKELSONJACK SCHUNKEMIKE HICKMAN5149.003.088.000311MAY 30TH, 20145149.003
E6SE6SE6SE4SE4S E10SE10SE10SE10SE10SE12SE12SE12SE12SE12S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
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S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SSSE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE10WE10WE10WE10WE10WE10WE10WE10WE12WE10SE10SE10SE10SE10SE10SE10SE10SE10SE10SE10SE10SE10SE10SE10SE10SE10SE10SE10SE10SE10SE10SE10SE10SE10SE10SE10SE10SE10SE10SE10SE10SE10SE10SE10SE10SE10SE10SE10SE10SE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8W
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OVERALL SITE LAYOUT - SHEET INDEXNORTON EAST RANCHOUTFALL SEWER2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2015VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\5149\003\ACAD\Sheets\ASBUILTS\G-1.dwg Plotted by chip nielsen on Jun/30/20155149.003 G-1BOZEMANMT EAS JRN JRN 05/20141ASBUILT INFORMATION6/4/15CRN11x17 HORIZONTAL SCALE: 1" =600'CONTROL POINT # 258" REBARCONTROL POINT # 1ALUMINUM CAPMH # 20MH # 13MH # 8MH # 7MH # 1RECORD DRAWING
///WSSSSXXOE6SE4SE10SE12SSTANDARD ABBREVIATIONS,LEGEND, AND NOTESNORTON EAST RANCHOUTFALL SEWER2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2015VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\5149\003\ACAD\Sheets\ASBUILTS\G-1.dwg Plotted by chip nielsen on Jun/30/20155149.003 G-2CRNMT EAS JRN JRN 05/20141ASBUILT INFORMATION6/4/15CRNRECORD DRAWING
NGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGE6S E6SE4SE10SE10SE12SE12SE12SSSSSSS
SSSSSSSSSSSSSSSSSSE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE10W E10W E10W E10W E10W
E10SE10SE10SE10SE10SE10SE10SE10SE10SE10SE10SE10SE10SE10SE8W E8W
E8W E8W E8W
STA 0+32.5NEW 60" SS DROP MANHOLE - 1RIM = 4754.874" & 6" INV IN (SW) = 4746.6921" PVC STUB INV IN (S) = 4742.4521" PVC INV OUT (N) = 4742.25
STA 5+32.5
NEW 60" SS MANHOLE - 2
RIM = 4746.45
21" PVC INV IN (S) = 4735.78
21" PVC INV OUT (N) = 4735.58
STA 10+32.5
NEW 60" SS MANHOLE - 3
RIM = 4741.50
21" PVC INV IN (S) = 4730.78
21" PVC INV OUT (N) = 4730.58
STA 0+28.7 (6.5' RT) &STA 0+27.1 (4.5' RT) 6'5%(1'6STA -0+04.5 (12' LT) &STA -0+02.5 (14 LT)CUT EXISTING 4" & 6" SDR 26PVC FORCE MAIN & INSTALL 6'5%(1'6APPROX INV ELEV =4746.69
STA 12+78.2
NEW 60" SS MANHOLE - 4
RIM = 4738.37
21" PVC INV IN (S) = 4727.70
21" PVC INV OUT (N) = 4727.50 469 LF 21" SDR 35 PVC SANITARY SEWER MAIN @ 1.31% SLOPE240.7 LF 21" SDR 35 PVC SANITARY SEWER MAIN @ 1.20% SLOPE 495 LF 21" SDR 35 PVC SANITARY SEWER MAIN @ 0.97% SLOPESTA 0+18.2 (4.5' RT) &STA 0+19.9 (6.5 RT) 6'5%(1'6
COTTONWOOD SEWER MAINSTA 0+00 - STA 13+00NORTON EAST RANCHOUTFALL SEWER2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2015VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\5149\003\ACAD\Sheets\ASBUILTS\SS-CTNWD-1.dwg Plotted by chip nielsen on Jun/30/20155149.003 SS-1BOZEMANMT EAS JRN JRN 05/20141ASBUILT INFORMATION6/4/15CRNFUTURE FINISH GRADE (TYP)EXISTING GROUND (TYP)COTTONWOOD ROADEXISTING TBC (TYP)EXISTING SSMANHOLECUT 6" & 4" FORCEMAIN AND INSTALL1(:%(1'6EXISTING FENCE REMOVEAND REPLACE (TYP)EXISTING 10"SANITARY SEWERMAININSTALL NEW%(1'6ON 6" AND 4"FORCE MAINSDURSTON ROAD ȭ EXISTING 12"SANITARY SEWERMAINEXISTING SS MANHOLECUT AND CAP FORCEFORCE MAINS AT EXISTINGMANHOLE OUTSIDE WALLFLANDERS CREEK SUBDIVISIONTRACT 2AC.O.S. 2554ASECTION LINEEXISTING 60'STREET EASEMENTEXISTING NATURALGAS LINE&29(5
7<3 FORCE MAIN DROP MANHOLESEE DETAILEXISTING 60'STREET EASEMENTGLENWOOD DRIVE ȭ
JONI STREET ȭ
ANNIE STREET ȭ
ANNIE STREET FUTURE ȭ EXISTING TBC IS16.5' FROM SECTION LINE/CENTER OF R.O.W (TYP)FUTURE PROPOSED TBCWITH A 33' MEDIANPROPOSED SEWERMAIN IS 11.5' FROM FUTUREPROPOSED TBC, ANDLOCATED IN FUTURE MEDIAN/) 6'526 PVC SANITARYSEWER FORCE MAINMAINTAIN LEVEL GRADEBYPASS EXISTING SSMANHOLECOTTONWOOD SEWER MAINPROPOSED SEWER MAINIS 5' FROM SECTION LINEACCESS ROAD PULL-OUTSEE DETAIL (TYP)TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING4' LF 21" SDR SANITARY SEWERMAIN STUB AT 0.5% SLOPE,INSTALL A CAP.1D-1REPAIR AND REPLACEASPHALT, CURB, ANDSIDEWALK.2D-2Sheet: 1File: C:\Users\eshuford\Desktop\JAMES.pdfMissing or invalid reference495 LF @ 1.29% (A.B.)RECORD DRAWINGINSTALL NEW 4"%(1' $% INSTALL NEW 6"%(1' $%
NGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGSSSSSSSSSSSSSSSSSSSSSSSSSSE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE10SE10SE10SE10SE10SE10SE10SE10SE10SE10SE8W E8W
E8W E8W
E8W E8W
E10S E10S
STA 17+78.2NEW 60" SS MANHOLE - 5RIM = 4733.6021" PVC INV IN (S) = 4722.88
21" PVC INV OUT (N) = 4722.68
STA 22+78.2
NEW 60" SS MANHOLE - 6
RIM = 4727.80
21" PVC INV IN (S) = 4717.08
21" PVC INV OUT (N) = 4716.88
STA 25+00
NEW 60" SS MANHOLE - 7
RIM = 4723.65
21" PVC INV IN (S) = 4714.27
21" PVC INV OUT (N) = 4714.07 495 LF 21" SDR 35 PVC SANITARY SEWER MAIN @ 1.13% SLOPE216.8 LF 21" SDR 35 PVC SANITARY SEWER MAIN @ 1.25% SLOPE234.3 LF 21" SDR 35 PVC SANITARY SEWER MAIN @ 1.43% SLOPE495 LF 21" SDR 35 PVC SANITARY SEWER MAIN @ 0.93% SLOPECOTTONWOOD SEWER MAINSTA 13+00 - STA 27+00NORTON EAST RANCHOUTFALL SEWER2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2015VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\5149\003\ACAD\Sheets\ASBUILTS\SS-CTNWD-2.dwg Plotted by chip nielsen on Jun/30/20155149.003 SS-2BOZEMANMT EAS JRN JRN 05/20141ASBUILT INFORMATION6/4/15CRNFUTURE FINISH GRADE (TYP)COTTONWOOD ROADEXISTING TBC (TYP)EXISTING FENCE REMOVEAND REPLACE (TYP)EXISTING GROUND (TYP)OAK STREET
OAK STREET FLANDERS CREEK SUBDIVISIONTRACT 1AC.O.S. 2554ASECTION LINEPROPOSED 30'SEWER EASEMENTEXISTING NATURALGAS LINE&29(5
7<3 EXISTING 60'STREET EASEMENTFUTURE PROPOSED TBCWITH A 33' MEDIANPROPOSED SEWERMAIN IS 11.5' FROM FUTUREPROPOSED TBC, ANDLOCATED IN FUTURE MEDIANSHERWOOD WAY
HALF SECTION LINEANNIE STREET
COTTONWOOD SEWER MAINPROPOSED SEWER MAINIS 5' FROM SECTION LINEACCESS ROAD PULL-OUTSEE DETAIL (TYP)TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGEXISTING TBC IS16.5' FROM SECTION LINE/CENTER OF R.O.W (TYP)2D-2Sheet: 1File: C:\Users\eshuford\Desktop\JAMES.pdfMissing or invalid reference217 LF @ 1.20% (A.B.)RECORD DRAWING8" PVC INV IN (E) =4715.14 (A.B.)60 LF OF 8" STUB @ 0.5% (A.B.)NOTE: CONSTRUCT ACCESS ROADFROM STA 23+00 ACCESS ROAD PULL-OUT TO STA 52+39. SEE DETAIL2D-2
SSSSSSSSSSSSSSSSSSSSSSSSSSSNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGSTA 27+39.3NEW 60" SS MANHOLE - 8RIM = 4721.3721" PVC INV IN (S) = 4710.7321" PVC INV OUT (N) = 4710.53
STA 32+39.3
NEW 60" SS MANHOLE - 9
RIM = 4716.43
21" PVC INV IN (S) = 4705.58
21" PVC INV OUT (N) = 4705.38
STA 37+39.3
NEW 60" SS MANHOLE - 10
RIM = 4714.05
21" PVC INV IN (S) = 4702.74
21" PVC INV OUT (N) = 4702.54
495 LF 21" SDR 35 PVC SANITARY SEWER MAIN @ 1.00% SLOPE495 LF 21" SDR 35 PVC SANITARY SEWER MAIN @ 1.00% SLOPE495 LF 21" SDR 35 PVC SANITARY SEWER MAIN @ 0.53% SLOPE234.3 LF 21" SDR 35 PVC SANITARY SEWER MAIN @ 1.43% SLOPECOTTONWOOD SEWER MAINSTA 27+00 - STA 40+50NORTON EAST RANCHOUTFALL SEWER2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2015VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\5149\003\ACAD\Sheets\ASBUILTS\SS-CTNWD-3.dwg Plotted by chip nielsen on Jun/30/20155149.003 SS-3BOZEMANMT EAS JRN JRN 05/20141ASBUILT INFORMATION6-4-15CRNEXISTING GROUND (TYP)SECTION LINEPROPOSED 30'SEWER EASEMENT&29(5
7<3 TRACT 1AC.O.S. 2554ATRACT 5C.O.S. 2552EXISTING NATURALGAS LINEFUTURE PROPOSED TBC AND ROADSECTION WITH A 20' MEDIANPROPOSED SEWERMAIN IS 5' FROM FUTUREPROPOSED TBC. MANHOLESWILL BE LOCATED IN CENTEROF DRIVING LANECOTTONWOOD SEWER MAINNOTE: CONSTRUCT ACCESS ROADFROM STA 23+00 ACCESS ROAD PULL-OUT TO STA 52+39. SEE DETAILPROPOSED SEWER MAINIS 15' FROM SECTION LINETYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING2D-2Sheet: 1File: C:\Users\eshuford\Desktop\JAMES.pdfMissing or invalid referenceRECORD DRAWING
NGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG////////////SSSSSSSSSSSSSSSSSSSSSSSSSTA 52+39.3
NEW 72" SS MANHOLE - 13
RIM = 4797.00
21" PVC INV IN (S) = 4690.19
27" PVC INV OUT (E) = 4689.79
STA 42+39.3NEW 60" SS MANHOLE - 11RIM = 4708.2521" PVC INV IN (S) = 4697.5821" PVC INV OUT (N) = 4697.38
STA 47+39.3
NEW 60" SS MANHOLE - 12
RIM = 4701.75
21" PVC INV IN (S) = 4692.87
21" PVC INV OUT (N) = 4792.67
495 LF 21" SDR 35 PVC SANITARY SEWER MAIN @ 0.50% SLOPE495 LF 21" SDR 35 PVC SANITARY SEWER MAIN @ 0.91% SLOPECOTTONWOOD SEWER MAINSTA 41+00 - STA 52+50NORTON EAST RANCHOUTFALL SEWER2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2015VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\5149\003\ACAD\Sheets\ASBUILTS\SS-CTNWD-4.dwg Plotted by chip nielsen on Jun/30/20155149.003 SS-4BOZEMANMT EAS JRNJRN 05/20141ASBUILT INFORMATION6/4/15CRNEXISTING GROUND (TYP)BAXTER LANESECTION LINEPROPOSED 30'SEWER EASEMENT&29(5
7<3 TRACT 1AC.O.S. 2554ATRACT 5C.O.S. 2552EXISTING NATURALGAS LINEEXISTING EDGE OFASPHALT (TYP)FUTURE PROPOSED TBC AND ROADSECTION WITH A 20' MEDIANPROPOSED SEWERMAIN IS 5' FROM FUTUREPROPOSED TBC. MANHOLESWILL BE LOCATED IN CENTEROF DRIVING LANECOTTONWOOD SEWER MAINTYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGPROPOSED SEWER MAINIS 15' FROM SECTION LINEFINISH GRADENOTE: CONSTRUCT ACCESS ROADFROM STA 23+00 ACCESS ROAD PULL-OUT TO STA 52+39. SEE DETAIL2D-25' MINIMUM COVER (TYP)Sheet: 1File: C:\Users\eshuford\Desktop\JAMES.pdfMissing or invalid referenceRECORD DRAWING495 LF @ 0.49% (A.B.)21" PVC INV IN (S) =4690.23 (A.B.)
27" PVC INV OUT (E) =4689.83 (A.B.)
NG NG NG
FUTURE PROPOSEDBAXTER LANE -50' TBC-TBC/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////SSSSSSSSSSSSSSSSSSSSSSSSS S S S
E12WE12WE12WE12WE12WE12WE12W
(;,67,1*&20081,&$7,21LINE STA 13+32 (10' LT)T.O.P. ELEV : 4689.46STA 12+64
NEW 60" SS MANHOLE - 16
RIM = 4694.79
27" PVC INV IN (W) = 4687.70
15" PVC INV OUT (E) = 4687.60
STA 10+00
NEW 60" SS MANHOLE - 15
RIM = 4696.11
27" PVC INV IN (W) = 4688.19
27" PVC INV OUT (E) = 4688.09
STA 5+00
NEW 60" SS MANHOLE - 14
RIM = 4698.66
27" PVC INV IN (W) = 4689.04
27" PVC INV OUT (E) = 4688.94
STA 0+00NEW 60" SS MANHOLE - 13RIM = 4697.5021" PVC INV IN (S) = 4690.1927" PVC INV OUT (E) = 4689.79
231LF 15" SDR 35 PVC SANITARY SEWER MAIN @ 0.15% SLOPE260 LF 27" SDR 35 PVC SANITARY SEWER MAIN @ 0.15% SLOPE495 LF 27" SDR 35 PVC SANITARY SEWER MAIN @ 0.15% SLOPE495 LF 27" SDR 35 PVC SANITARY SEWER MAIN @ 0.15% SLOPEBAXTER LANE SEWER MAINSTA 0+00 - STA 13+00NORTON EAST RANCHOUTFALL SEWER2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2015VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\5149\003\ACAD\Sheets\RECORD DRAWINGS\SS-BAXTER-1.dwg Plotted by chip nielsen on Jul/14/20155149.003 SS-5BOZEMANMT EAS JRNJRN 05/20141ASBUILT INFORMATION6/4/15CRNTRACT 1AC.O.S. 2554AFLANDERS MILL ROADFLANDERS MILL ROAD
COTTONWOOD ROAD
ANDALUSIAN AVE
HARPER PUCKETFINISH GRADE (TYP)EXISTING GROUND (TYP)NOTE:PROPOSED DITCH SLOPE = 0.5% MINIMUMSTA 0+00 - STA 6+50 FLOWS TO THE WESTSTA 7+50 - STA 12+75 FLOWS TO THE EASTREFER TO SHEET D-1 FOR PROPOSED DITCHCROSS SECTIONS.ACCESS ROAD PULL-OUTSEE DETAIL (TYP)STA 0+00 - STA 6+50 FILL DITCHAND MAINTAIN 5' COVERSEE SHEET D-1 FOR PROPOSEDDITCH CROSS SECTIONS.STA7+50 - STA 12+75 FILL DITCHAND MAINTAIN 5' COVERSEE SHEET D-1 FOR PROPOSEDDITCH CROSS SECTIONS.PROPOSED SEWER MAINIS 20' FROM SECTION LINEBAXTER SEWER MAINTYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING5' MINIMUM COVER (TYP)2D-23D-2TEMP. SEWER MAIN(TO BE REPLACEDWITH LARGER LINETO THE NORTH INTHE FUTURE)EXISTING STREET SIGNREMOVE AND REPLACEAS NECESSARY (TYP)Sheet: 1File: C:\Users\eshuford\Desktop\JAMES.pdfMissing or invalid referenceRECORD DRAWINGBEGINNING OF ACCESS ROADAND PULLOUT SEE DETAIL (TYP)2D-2NOTE: CONSTRUCT ACCESS ROADFROM STA 23+00 ACCESS ROAD PULL-OUT TO STA 52+39. SEE DETAIL2D-221" PVC INV IN (S) =4690.23 (A.B.)27" PVC INV OUT (E) =4689.83 (A.B.)RIM = 4697.54 (A.B.)
21" PVC INV IN (W) =4689.08 (A.B.)
27" PVC INV OUT (E) =4688.98 (A.B.)
RIM = 4699.70 (A.B.)
21" PVC INV IN (W) =4688.23 (A.B.)
27" PVC INV OUT (E) =4688.13 (A.B.)
RIM = 4699.55 (A.B.)
27" PVC INV IN (W) =4687.74 (A.B.)
15" PVC INV OUT (E) =4687.64 (A.B.)
RIM = 4695.83 (A.B.)
////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
/
///SSSSSSSSSSSSSSSSSSSSSSSSSE12WE12WE12WE12WE12WE12WE12WE12WE12S E12S E12S
E12WFUTURE PROPOSEDBAXTER LANE -50' TBC-TBCFUTURE PROPOSEDBAXTER LANECENTER LINE LOCATEDON THE SECTION LINE(;,67,1*&20081,&$7,21LINE STA 13+32 (10' LT)T.O.P. ELEV : 4689.46EXISTING 8" GAS LINE STA 13+49ELEVATION 4686.82 FTEXISTING 8" GAS LINESTA 13+66ELEVATION 4688.74 FTSTA 22+00
NEW 60" SS MANHOLE - 19
RIM = 4693.46
15" PVC INV IN (W) = 4685.98
15" PVC INV OUT (E) = 4685.88
STA 15+00NEW 60" SS MANHOLE - 17RIM = 4693.9615" PVC INV IN (W) = 4687.2415" PVC INV OUT (E) = 4687.1415" PVC INV OUT (E) = 4687.60
STA 19+00
NEW 60" SS MANHOLE - 18
RIM = 4693.79
15" PVC INV IN (W) = 4686.54
15" PVC INV OUT (E) = 4686.44
STA 26+36.2
EXISTING 48" SS MANHOLE
CONTRACTOR VERIFY ELEVATIONS
RIM = 4698.84
15" PVC INV IN (W) = 4685.14
12" PVC INV IN (S) = 4685.1
12" PVC INV OUT (N) = 4685.04
STA 25+41.14
NEW 60" SS MANHOLE - 20
RIM = 4695.72
15" PVC INV IN (W) = 4685.38
15" PVC INV OUT (E) = 4685.28 90 LF 15" SDR 35 PVC SANITARYSEWER MAIN @ 0.15% SLOPE336 LF 15" SDR 35 PVC SANITARY SEWER MAIN @ 0.15% SLOPE295 LF 15" SDR 35 PVC SANITARY SEWER MAIN @ 0.15% SLOPE395 LF 15" SDR 35 PVC SANITARY SEWER MAIN @ 0.15% SLOPE231LF 15" SDR 35 PVC SANITARY SEWER MAIN @ 0.15% SLOPEBAXTER STREET SEWER MAINSTA 13+00 - STA 26+40NORTON EAST RANCHOUTFALL SEWER2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2015VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\5149\003\ACAD\Sheets\ASBUILTS\SS-BAXTER-2.dwg Plotted by chip nielsen on Jun/30/20155149.003 SS-6BOZEMANMT EAS JRNJRN 05/20141ASBUILT INFORMATION6/4/15CRNEXISTING CULVERT CROSSINGAPPROXIMATE INVERT ELEVATIONAT CROSSING = 4688.96MAINTAIN .5' VERTICAL SEPARATIONEXISTING GROUNDFLANDERS MILL ROADFLANDERS MILL ROADTOP OF PIPE = 4688.95LASSO AVE
FERGUSON AVEFINISH GRADE (TYP)EXISTING 42" RCP CULVERTAPPROXIMATE INV ELEVATIONAT CROSSING = 4689.92MAINTAIN .5' SEPARATIONINSULATE SEWER LINESEE DETAILNOTE:PROPOSED DITCH SLOPE = 0.5% MINIMUMSTA 13+25 - STA 18+00 FLOWS TO THE WESTREFER TO SHEET D-1 FOR PROPOSED DITCHCROSS SECTIONS.PROPOSED SEWER MAINIS 20' FROM SECTION LINEACCESS ROAD PULL-OUTSEE DETAIL (TYP)STA 13+25 - STA 18+00 FILL DITCHAND MAINTAIN 5' COVERSEE SHEET D-1 FOR PROPOSEDDITCH CROSS SECTIONS.INSULATE SEWER LINESEE DETAILBAXTER SEWER MAINTYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING2D-23D-25' MINIMUM COVER (TYP)3D-2INSULATE SEWER LINESEE DETAIL - USEALT B SIDE INSULATIONWHERE CULVERT IS LESSTHAN 5' FROM SEWER MAIN (TYP)3D-2REPAIR AND REPLACEASPHALT, CURB, ANDSIDEWALK.EXISTING STREET SIGNREMOVE AND REPLACEAS NECESSARY (TYP)Sheet: 1File: C:\Users\eshuford\Desktop\JAMES.pdfMissing or invalid referenceRECORD DRAWING21" PVC INV IN (W) =4686.59 (A.B.)
15" PVC INV OUT (E) =4686.49 (A.B.)
RIM = 4693.84 (A.B.)
15" PVC INV IN (W) =4687.28 (A.B.)15" PVC INV OUT (E) =4687.18 (A.B.)RIM = 4696.40 (A.B.)
15" PVC INV IN (W) =4686.03 (A.B.)
15" PVC INV OUT (E) =4685.93 (A.B.)
RIM = 4693.51 (A.B.)
15" PVC INV IN (W) =4685.43 (A.B.)
15" PVC INV OUT (E) =4685.33 (A.B.)
RIM = 4695.77 (A.B.)
15" PVC INV IN (W) =4685.19 (A.B.)
BAXTER LANE DITCH CROSS SECTIONSAND FORCE MAIN DROP MANHOLE DETAILNORTON EAST RANCHOUTFALL SEWER2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2015VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\5149\003\ACAD\Sheets\ASBUILTS\Detail-1.dwg Plotted by chip nielsen on Jun/30/20155149.001 D-1BOZEMANMT EASJRNJRN05/20141ASBUILT INFORMATION6/4/15CRNBAXTER LANE DITCH CROSS SECTIONSNOT TO SCALE1SS-12D-2Sheet: 1File: C:\Users\eshuford\Desktop\JAMES.pdfMissing or invalid referenceRECORD DRAWING
SSSSSSSSSSSSSSSSSSSS15.00'50.00'100.00'5.00'
VARRIES
ACCESS ROAD - PULL OUT DETAILAND INSULATION DETAILNORTON EAST RANCHOUTFALL SEWER2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2015VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\5149\003\ACAD\Sheets\ASBUILTS\Detail-2.dwg Plotted by chip nielsen on Jun/30/20155149.003 D-2BOZEMANMT EASJRNJRN05/20141ASBUILT INFORMATION6/4/15CRNNOT TO SCALE2SS 1-6 INSULATION TABLE FOR WATER/SEWER LINE (SIZES 2" TO 12")NOT TO SCALE3SS 5-6Sheet: 1File: C:\Users\eshuford\Desktop\JAMES.pdfMissing or invalid referenceRECORD DRAWING