HomeMy WebLinkAbout013 C3.1 CIVIL DETAILS (CONT)6" OF 34" MINUSWASHED ROCK4" OF M-4000 CONCRETESCALE: N.T.S.11SIDEWALK6"9.5"24"12"3"ASPHALT4%SLOPE6.6"1.5"SCALE: N.T.S.10DROP CURB2"9.5"2'4% SLOPE3"12"TOP OFCURBASPHALTDEPRESS CURB TO THIS LINE FOR CURBDROP. THE TRANSITION LENGTH BETWEEN ANORMAL CURB SECTION AND A DROP CURBSECTION SHALL BE 3' MIN.SCALE: N.T.S.8CARRY CURB SECTION (COB DETAIL #2528-01)12"12"2"9.5"2'12"-4% SLOPEASPHALT3"SCALE: N.T.S.9SPILL CURB SECTION3" ASPHALT15" SUB-BASE COURSE6" BASE COURSESCALE: N.T.S.7PARKING LOT SECTIONSTORAGE VOLUME -DEPTH AND BOTTOM WIDTH VARIESTYPE 'B' COMPACTION4
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SCALE: N.T.S.DETENTION POND6SCALE: N.T.S.5FIRE SERVICE (COB DETAIL #02660-12)8 OZ. NON-WOVEN GEOTEXTILE FABRICSEE ALLIED ENGINEERING GEOTECH REPORT(JANUARY 22, 2025)6.1"C3.1AS NOTEDCIVIL DETAILS(CONT.)TGP
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Y HEC Mar 14, 2025 - 4:14pmCAD FILE: M:\244203\Drawings\Construction Drawings\1 - Civil Details.dwg
REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC161 W Haley SpringsBozeman, MT 59718Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252023EVERGOODS BOZEMAN, MTEVERGOODS LLC1/27/2025244203COB SITE PLAN - 22x34 originalsSCALESHEET TITLEDESIGN BY501 E PEACH STR STE DBOZEMAN, MT 59715Road Ste. 101MONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASRENI
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ENE1SITE PLAN REVIEW #103/14/2025