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HomeMy WebLinkAbout010 D2 DETAILS (3) `4y F'Ll �T�°n'aay.. A, 34' APP%9,Mf D _ i=*..KELLEN M. {' DATE = GAMRADT PROJECT#ENGINF-674 -'d�'; No.40758PE = \ LC BOZEMAN­M W /S<C.. E _Coy R/W � orate r 1a� '���osrnuiin` moo"'. d DRAWN BY: KNG 2 9'-0" - 9'-0" CH BY: BOZEMAN CREEK 6'5 PRIVATE APPROVED BY: g P 5' WALK ROPOSED PROPERTY DATE: 12-04-18 VARIES —� + VARIES —� r - - Hill = — =111 III IF I-11 0 II P�III — CURB ELEVATIONS USED: vJ 3" ASPHALT CATCH CURB DRIVEWAY LAYDOWN = TBC - 0.28' z SPILL CURB DRIVEWAY LAYDOWN = TBC - 0.35' C z 6" OF 1" MINUS CRUSHED BASE COURSE EDGE OF ASPHALT CATCH CURB = TBC - 0.38' 8 12" OF 3" MINUS SUB-BASE COURSE EDGE OF ASPHALT SPILL CURB = TBC - 0.50' W GEOTEXTILE FABRIC 48XX.XX EDGE OF ASPHALT a y F.G. `Y SPOT ELEVATION (TYP) c 8'-O"X 8"x8"PRESSURE TREATED z' BOGERT PLACE TYPICAL SECTION - (NORTH-SOUTH WOOD POST 50" z NTS Q v EXISTING/FINISH GROUND W4 N w i a ( a a z C) z E m R/W R/W M-4000 CONCRETE o ANCHOR w > �51 BOGERT PRIVATE z z cv PARK 2' VARIES ►► 15'-0" 2' PROERTY [7 40" Z w w 1' 6' APPROX. 7.5' APPROX. 6' 5 If 1' as o 9 f— 3% 3% 91, W ....,....tea_. ..... -. ;:... w x a = III=III=III= =III=III=III=III= Yy � brV N911I9F FN�fI -1dd�Wt�� l �14" 3" ASPHALT 00 c 6" CRUSHED BASE COURSE CURB ELEVATIONS USED: 00 12" SUB-BASE COURSE DRIVEWAY LAYDOWN = TC - 0.28' GATE POST & FOUNDATION DETAIL GEOTEXTILE FABRIC EDGE OF ASPHALT CATCH CURB = TO - 0.38' dj titi EDGE OF ASPHALT 48XX.XX SPOT ELEVATION (,TYPE FYI 13 BOGERT PLACE TYPICAL SECTION - (EAST-WEST O NTS I E KOCH-ST - x Uz a z � a E" BOGERT Q U0 E=STORY-ST w � W F[H �7 w Q Hydrant ♦ Water Valve SHEET No. 10 Water Main /��� 0 Parcels � Y//��/%, EXISTING WATER DISTRIBUTION SYSTEM U )11 NTS OF 10