HomeMy WebLinkAbout14.1_FORCE MAIN PLAN & PROFILE48144824483648484814482448364848-0+500+004844.44839.314842.34835.520+504843.04831.734842.34831.201+004841.44831.204841.04831.201+504841.0
4831.20
4841.0
4831.202+004841.5
4831.20
4842.2
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4831.20
4842.9
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4838.87
4844.03+504+004+505+004" Ø SDR 26 PVC L=8.00' S=2.50%INSTALL TWO (2) 294 LF OF 1.5" Ø DR 9 HDPESANITARY SEWER FORCE SERVICETO BE PRIVATELY MAINTAINEDINSTALL 21 LF OF 4" Ø SDR 26SANITARY SEWER SERVICETO BE MAINTAINED BY THECITY OF BOZEMAN4" Ø SDR 26 PVC L=21.49' S=-2.00%STA. 0+01.99EXISTING 8"Ø CLAY PIPEINSTALL 8" X 4" INSERTA TEEINV. ELEV.= 4838.32GRINDER PUMP BASIN
STA. 3+17.72 (0.00' )
RIM ELEV = 4843.45
E 4"∅ INV IN = 4838.72
W 1.5"∅ INV OUT = 4838.64BORE & SLEEVE FOR TWO (2) 1.5" Ø DR-9 HDPEL=225.82' S=0.00% INV ELEV.=4831.20STA. 0+23.48 (0.00')CONNECT 1.5" ∅ FORCE LINETO 4" SDR 26 END CAPINV ELEV. = 4839.54'4" Ø SDR 26 PVC L=7.08' S=2.00%OHPOHPOHPOHPOHPOHPOHPOHPOHPSSWAT
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HYD6''WSOUTH CHURCH STREETBOZEMAN CREEKWATWATWATWATS2''W
2''W2''W2''W2''W6''WHYD1''W>>>>>>>>>SS2''FM2''FM2''FM2''FM2''FM2''FM2''FM2''FM2''FM2''FM2''FM2''FM2''FM2''FM2''FM2''FM2''FM2''FM2''FM2''FM2''FM2''FM0+001+002+003+003+58EX MH-14840
4840
48454845
48504"∅ SDR 26 PVCL=18.08' S=2.00%8"∅ SDR 26 PVCL=8.01' S=-2.50%GRINDER PUMP BASINRIM ELEV = 4843.39E 4"∅ INV IN = 4838.72W 1.5"∅ INV OUT = 4838.64C1.2AS NOTEDFORCE MAIN PLAN &PROFILETGHEC Nov 12, 2025 - 2:30pmCAD FILE: M:\213596\Drawings\_Subdivision Review\C 1.0.dwg
REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC161 W. Haley Springs RoadBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252021705 SOUTH BOZEMAN, MT8.7.202521359622x34 ORIGINALS CHURCH AVENUESCALESHEET TITLEDESIGN BYSte. 101MONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN
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ENE0'20'40'60'SCALE1" = 20' HORIZ.1" = 5' VERT.CONTOUR INTERVAL = 1FORCE MAIN PLAN & PROFILESTA. -0+50 TO STA. 5+00EXISTING GRND. ELEV. @ ℄
PIPE INV. ELEV. @ ℄BORE & SLEEVEUNDER BOZEMANCREEK APPROX.226 LFPROPOSED CLEANOUT (TYP.)294 LF OF TWO (2)1.5-INCHPRESSURIZEDTRANSPORT PIPE1,500GAL.SEPTICTANKCONNECT EXISTING8" Ø CLAY SEWERMAIN W/ 8"X4"INSERTA TEE6.5' MIN COVERPROPOSED4-BEDROOMTOWNHOMEPROPOSED5-BEDROOMTOWNHOMEEXISTINGEDGE OFWATERWAYEXISTING GEO-REFERENCEDFLOODPLAINEXISTING GEO-REFERENCEDFLOODPLAINPROPERTY BOUNDARY (TYP.)BOZEMAN CREEK
BTM FF. = 4844.43TOP FF. = 4856.00NOTES:THE SEPTIC TANKS, GRINDER PUMPBASINS AND FORCE MAINS WILL BEPRIVATELY MAINTAINEDCONTROL PANELTO BE MOUNTEDTO TOWNHOMEPROPOSED30'SEWEREASEMENTPROPOSED 1,500 GALSEPTIC TANK (TYP.)8" HDPE DR 7 SLEEVE W/ DUAL CARRIERCASCADE SYSTEM OR APPROVED EQUALPROPOSED20'PRIVATESEWEREASEMENT