/
<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
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<br />/7
<br />7
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<br />/1 g
<br />I1
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<br />z 1 /
<br />/
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<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
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<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 />
|