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C2.0 OVERALL SEWER PLAN_08162021
STSTSTSTSTSTSTST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTLOT 1ALOT 1BLOT 1CLOT 1DLOT 9ALOT 8CLOT 9BLOT 7CLOT 8DLOT 9DLOT 7DLOT 8BLOT 6BLOT 7BLOT 6ALOT 7ALOT 6DLOT 6CLOT 9CLOT 8ALOT 3CLOT 3BLOT 3DLOT 5ALOT 1ALOT 1BLOT 1CLOT 2ALOT 4CLOT 4BLOT 4ALOT 4DLOT 5BLOT 5CLOT 5DLOT 2BLOT 3ALOT 1DLOT 2ALOT 1BLOT 1CLOT 2BLOT 2CLOT 1ACA 18''W8''W8''W8''W8''W8''W8''WHYD8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WHYDHYDHYD8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WHYDHYD0+001+002+003+004+005+006+007+008+009+0010+001 1 + 0 0 1 2 + 0 0 1 3 + 0 0 1 4 + 0 0 1 4 + 4 8 100+00101+00102+00103+00104+00105+00106+00107+008''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S8''S8''S8''S8''SSSSSSSSS8''S8''S8''S8'' S SSS8''SSSS47154710471047050'60'120'180'HEC Aug 16, 2021 - 3:26pmCAD FILE: M:\193211\Drawings\Construction Drawings\C2.0 SEWER.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018PARKVIEW CROSSINGS BOZEMAN, MTCAMPECHE SHORES DEVELOPMENT, LLC08/16/2021193211CONSTRUCTION DRAWINGS - 22x34 originals INFRASTRUCTURE IMPROVEMENTSSCALESHEET TITLEDESIGN BYP.O. BOX 3088GALVESTON, TXAS NOTEDBVOVERALL SEWER PLANC2.0CONNECT TO EXTG. SEWERMAIN STUB W/NEW MANHOLE1.ALSO SEE NOTES ON SHEET G1.1.2.PROTECT IN PLACE ALL EXISTING UTILITIES UNLESS NOTED OTHERWISE. IF CONFLICT EXISTS,NOTIFY THE ENGINEER IMMEDIATELY.3.EXISTING VEGETATION OUTSIDE OF ROADWAY CUT FILL SLOPES MUST BE PROTECTED.EXISTING VEGETATION WITHIN THE NEW ROADWAY PRISM IS TO BE REMOVED AND DISPOSED OFBY THE CONTRACTOR.4.WHERE LOT DIMENSIONS ALLOW, SEWER SERVICES ARE TO BE LOCATED 15' OFF THEDOWNSTREAM PROPERTY LINE (OTHERWISE LOCATED AS SHOWN). ALL SEWER SERVICES SHALLEND 8' INSIDE OF THE PROPERTY LINE.5.ALL SEWER MANHOLES ARE TO BE WATERPROOFED, AS GROUNDWATER WILL MOST LIKELY BE AFACTOR.GENERAL SEWER NOTESPROPOSED 48" DIA.MANHOLE (TYP.)PROPOSED8" SDR35PVC SEWERMAIN (TYP.)PROPOSED 4" SCH 40PVC SSWR SVC (TYP.)LOOPALIGNMENTALLEYALIGNMENTTSCHACHE LANEVAQUERO PARKWAYROAD A