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/ <br />/ <br />/ <br />/ <br />/ <br />oo. woOmloono. !do .00 000110•0000•0 010. 0/10/00amoot 000loOr <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />7. <br />7 <br />// / <br />/ <br />// 5355 ./ <br />/ <br />/ <br />/ <br />/ <br />TR/EATED TIMBER <br />LANDSCAPE WALL 7.7/ <br />/ <br />07/ 5354 <br />053 / <br />V <br />NS9.181191W <br />- <br />•••••••••••....10•101.11.1. <br />• <br />,0' NE59 181911.1.1 <br />0.0 olo monommon0 NO0 OW 000•Nomono OM Am .2oar 00 0.0400mmora.0 am m.. ........ .. am ......... .a. <br />1 <br />161.0' <br />/ <br />• <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />TRASH ENCLOSUR <br />($ DETAIL $1-1EET) <br />/ <br />*" CONCRETE PAP (OxlEpr) <br />/ <br />OPENING <br />(OONCRETE 6IUTE) <br />6' SLAND <br />(IN OE DIM. <br />TYPE C StJMP NLET/ <br />FL ELEV =534'1.2/ <br />(NV iN=5344. <br />(NV OUT=534/4 0 <br />/ <br />3' C:)NCRE1E. <br />CURE.; OPEI\. <br />00/ <br />/ <br />7' <br />0 / 5347.0 <br />0 / <br />06 ./ <br />1:5 11 MUCK WELL <br />,t- <br />v- r› <br />to .4 48" DEEP <br />CONCRETE -1.4 <br />/ 1 TRENCH DRA N <br />,5,' SCREEN . LL <br />/ MEE ARC14, DATA& <br />15" F.E./ <br />FL=5342.5 <br />/ <br />536. <br />/ <br />MH <br />(NV <br />INy <br />,/ OPEN SPACE. <br />/ <br />5351 <br />OF <br />/I <br />jO <br />X hp - <br />5350.5 <br />x HP <br />5350.7 <br />HP <br />5350.5 <br />// <br />/ <br />MAIN WAREHOISE <br />FINISH FLOOR <br />53 ./1". <br />/ <br />// <br />RV:L=5349.50 <br />Jf4=345.50 <br />OUT -5344.0 // <br />1 <br />700 <br />/ <br />nI <br />LL <br />.4- I <br />N <br />1 <br />// <br />C I <br />0/ 0 <br />/ <br />/ <br />01,amoNONO• Iwo arm Ima <br />SINGLE TYPE 13 <br />COMB. SUMP INLET/ <br />FL ELEV=534828i <br />INV OUT=5346.0 <br />,7 <br />./ <br />1.3*, <br />„ «re <br />I <br />/ <br />/ ..,1 <br />/ STORMWATER / 1 <br />/ DETENTION EASEMENT I <br />a // <br />Ps ' <br />-- : t....._ ____________ _,Z________.:k <br />........... . <br />.) <br />jo/On <br />4 <br />DEC;ORATIV <br />LAP DS(4P1 <br />.E.S/41=534 .2 <br />3o.v <br />INST . 9" OVER / <br />//az v.1127 <br />SIE5 C BE 065 sr <br />CUR <br />opFNIN.r, DECORATIVE <br />r <br />rya.' <br />/". <br />.7 <br />,00 <br />77 <br />r <br />/ <br />/7 <br />7 <br />0/ <br />/1 g <br />I1 <br />• / <br />z 1 / <br />/ <br />I oo /1• /' <br />1 / <br />/0/ <br />,7" ' • <br />'„, <br />," ..... <br />,..,..--' <br />-..., ' <br />,...,-- <br />iNGLE TYPE 3 <br />1 <br />COMB. INLET -Ft EL=5347.4 <br />15" N5345.20(N <br />18" ),NO-MT=5344.90(S) <br />1-0----00POSED ACCESS AtRi <br />DRFS/(E EASEMENT-" <br />REVISED LOT <br />1,31 ef <br />„..i <br />I 38 LF 181 .../'' <br />. . <br />QPIPE f CfS Q1P05-°CfS .'' <br />' <br />. <br />. , ,......: <br />..,- <br />, <br />0007 <br />ONO OOP ••••••••110•11104 ▪ 000000101110. ONO ONO <br />• <br />700.00 <br />„, <br />- STUB 18" ACP' 45 LF 1% <br />010•10.01101. 00•1 <br />rofserro••••••. •o& ammo• <br />(JTLET STRUCt4RE <br />ELt1RC2 =5338.9Q <br />•••••••• <br />RME= 414.2'..774D:. 12% <br />.// TOP OF STRUCTURE = 5344.3/ <br />.110 01001•110101010, fOO <br />_____ <br />__ <br />41•11101.101110. <br />_______ <br />ONO O., <br />) ______ <br />,/ _____ <br />4-____ <br />------ <br />00000 <br />INST.-Ai:L-4 '0 MANHOLE <br />RIM EL=5...3141r4.6.0 <br />(NV iN5ti <br />\ nW OCTrz.-.53*7 -118" RCP 0 <br />- <br />AVENUE <br />ONO 11•1111•1011111010a 0 4010101.1110111D.A OW On 0111110MOINNO ONO <br />• -, • • ----- - • •- ^.•-,•- • <br />••••••••••••• <br />rn <br />18" RCR,P1ST) <br />00 <br />- • . • • - <br />77 RCP 0 2.09% \ <br />_ <br />7 <br />4110 01100.1.11•I OM 4110 00100940.1* ONO N. awormom.. ear go <br />ExiST MANHOLE <br />RM EL=5344.68/ <br />iN=5337A <br />OUT=5537. <br />\ OOP 01•110.1111•16 OM 1010 *MOM.. 4, 1 OM WWWWWOM 4110. OM m-oill-sIO-NO6-. 114 0 OW •WWWW0010 OW OM 4110111•1111101111.0. <br />\ OW\ 1 <br />•1-1. •,,0 011111111111110110 IOW gm ••••••••• i••--- O - M•--- - <br />-- <br />‘eMOO..,,, <br />-.„„...._ <br />-........,_,.......,,.............-......._.... ,:.: <br />i1 <br />.7- <br />/ <br />K\ I? i <br />It - il i <br />1 • f t e I ! <br />1 Hifi <br />,-" <br />1 I <br />4 <br />• /^. <br />M• ON:494042,5=4MOM <br />OM OW *NO 1/100•010•01110 <br />----------- j. <br />•07 <br />O▪ m, <br />MO 1.111, MfOOOMOONOROO- <br />.1114 <br />f•YPE R INLET <br />= 30' <br />15 <br />LEGEND <br />30 <br />5350- PROPOSED CONTOUR <br />FLOW DIRECTION <br />- STORM SEWER PIPE <br />NOTE: <br />1. ALL RIPRAP TO BE: L=15' <br />W=4" <br />d50=9" <br />2. ALL LANDSCAPE DECORATIVE WALLS NOT TO <br />EXCEED 30" IN HEIGHT. <br />00 • <br />• <br />(303)456-9250 <br />LOUISVILLE <br />AIRBORNE <br />STORM SEWER & GRADING PLAN <br />LiJ0") <br />- Q)C) <br />< <br />1.•••• <br />0 <br />57 <br />CITY COMMENTS <br />2nd CITY COMMENTS <br />SCALE 1" = 30' <br />DES. BY DMD <br />CHK. BY DMD <br />DWN. BY MAT <br />DATE: 7/15/99 <br />SHEET 2 OF 8 <br />JOB NO. <br />1505.01 <br />a° <br />6 <br />VIN80d11V3 '3N1/11:11 • <br />8381NIIN 9NIMVUO <br />3N1 NO INftlei <br />6 <br />0 <br />• <br />VINEICIA1V3 '3NIA1:11 <br />1:13131A111N 9NIAAVEICI <br />