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<br />(BY OTHERS)
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<br />MATCH INVERT I (
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<br />RELOCATE
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<br />13' EMERGENCY,'
<br />SPILLWAY
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<br />OVERFLOW I jiI
<br />L=13'
<br />FL=95-1
<br />15' x 20' !
<br />TYPE L 1
<br />BURIED RIPRAP
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<br />Lrn rr IT!Tcrirrn TrTrrFrrrfr•ITT'TITrTS.,r1 .....
<br />CHARLES ASS0t,/,47Z--S, INC.
<br />Consulling Engineers
<br />1 M .1! !.1 .1.1.11,14/ JO, )!;rI. „ , • . Ad! I
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<br />/ PAN
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<br />30' DRAINAGE
<br />& UTILITY!
<br />EASEMENT
<br />. I
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<br />x 15` TYPE
<br />OUTFALL PIPE
<br />(BY OTHERS)
<br />1711 15th St, Sate 200
<br />PouVor CI:4)1-AV 80302
<br />(303) 447-0090
<br />fx: (003) 447-9141
<br />cicassoaPusiwstnet
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<br />EASEMENT . ..... ,--,
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<br />l' CURB CHASE
<br />TO COINCIDE WITH
<br />DOWNSPOUT FOR
<br />ROOF DRAINAGE
<br />(TYP),,
<br />\, 2 STORY BUILDING
<br />FF= 530280 `N
<br />5' x 5TYPE,„.._
<br />• --_____
<br />0 MIN 0.57'" •"" .""-•-
<br />...! •
<br />.92
<br />DESIGNED BY.. JAG
<br />DRAWN BY: MFT
<br />CHECKED BY: CRK
<br />PRI Pi
<br />PIPING TO ir
<br />BID_OW GRAVEL
<br />WITH RUST
<br />uhnismNe PAINT.
<br />CONTRACTOR SHALL
<br />SUBMIT COLOR
<br />FOR APPROVN-
<br />-------__
<br />WALK •
<br />BEFORE GRADING, CONTkACTOR
<br />SHALL OBTAIN PERMISSIONFROM
<br />ADJACENT PROPERTY OWNER SILT FENCE
<br />20' FROM
<br />SCALE: = 30'
<br />DATE: /1 6/00
<br />DRAWING NAME: 447GRAD
<br />---.
<br />--"- SILT FEN6E 0 -.... ..... -.... ------.„
<br />1' FROM t
<br />--.. -.....\ „..-------.---. --_______:- ,. -----------
<br />-.... --.. -....
<br />--.. ,.... \ ..4% ......._ *1..,._
<br />PP,
<br />""'• .....----. -",•
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<br />r"14Eatulr
<br />OF GRATE EL. 5294.5
<br />2_100 YR. EL -• 5294.15
<br />ilte 0 AM MIT Id
<br />1HNENDED CAP
<br />ROWS
<br />4'
<br />0 0 0
<br />4'
<br />0 0 0 ie. OR SErl. 11PE
<br />0 0 WATER OLIALITY
<br />OlfTLET HOLES V
<br />WATER QUALITY
<br />RISER PIPE
<br />N.T.S.
<br />91
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<br />"s.:, I
<br />aio YR. a- • 5293.7
<br />WOCY EL 5292.3
<br />MI YR. WEIR
<br />OPENING:
<br />'wow DEEP
<br />-1 4
<br />YPEN't10,5V r.• t
<br />0-10
<br />WATER QUALITY ,CPTURE
<br />YOLUME_LEYn. (INCLUDING THREADED CAP
<br />20Z AMMONIA. VOLUME BRACKET
<br />FOR SEDIMENT STORAE)
<br />EL.5291.63
<br />EL.52W10
<br />EL . 6219.53
<br />GRARV,E3Late ID
<br />3 /MIND • •
<br />PERFORA RISER
<br />iristeigemir
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<br />OUTLET STRUCTURE
<br />5101:11Eitlial
<br />N.T.S.
<br />WATER QUALITY DETENTI
<br />• - _
<br />"-- - EXISTING FIRE HYDRANT
<br />Pay..
<br />Pips
<br />6a6.
<br />1,041.TYPNEN„
<br />'IR' INLET \
<br />FL03.38
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<br />PROPOSED WATER QUALITY
<br />DETENTION OUTLET STRUCTURE
<br />(SEE DETAIL THIS SHEET)
<br />No. DATE - REVISIONS
<br />1 ?,//n1 - ()Iv rnrnment
<br />2 2/23/01 - City Comments
<br />0-100- \
<br />I t4w.1 I
<br />47'
<br />worm TyPrc our
<br />(cour STD 14-904-10)
<br />35"
<br />INV. . 3210.2
<br />6! 5262.3
<br />ON OUTLET STRUCTURE
<br />-12' BASE
<br />z
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<br />1811 CLASS DI PIPE
<br />159 LF- • 0.5%- MIN
<br />AM
<br />=MIME=
<br />.0
<br />. •
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<br />30' DRAINAGE
<br />& UTILITY
<br />EASEMENT
<br />MIR
<br />BY No. DATE - REVISIONS
<br />,IAG 4
<br />JAG 5
<br />6
<br />-REMOVE AND RELOCATE
<br />••••"'
<br />AP.
<br />•••••,.
<br />1 0' WALK-.
<br />EMENT
<br />PROPOSED SERVICES,
<br />SIZES TO BE CONFIRMED
<br />------ -----
<br />DEPRESS WATER LINE
<br />18" CLEARANCE BELOW
<br />STORM SEWER
<br />WALL
<br />BY
<br />UTILITY EASEMENT
<br />LOT
<br />1 STORY BUILDING
<br />FF-= 5305.50
<br />-------------
<br />a
<br />11
<br />11
<br />I1
<br />4
<br />-
<br />4' LANDSCAPE
<br />EASEMENT
<br />05
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<br />SILT FENCE 0
<br />5' FROM lE
<br />11
<br />7.
<br />MM.
<br />9 .
<br />a
<br />Lots 4 & 5, Block 4, The Business Center at CTC
<br />LOUISVILLE. COLORADO
<br />RIGHT TURN ONLY
<br />SIGN (R3-5)
<br />SILT FENCE
<br />5' FROM E
<br />THE BUSINESS CENTER AT CTC
<br />AVENUE
<br />REPLAT
<br />THE PARK AT CTC
<br />PROPERTY LINE
<br />EXISTING CONTOURS
<br />PROPOSED CONTOURS
<br />SILT FENCE
<br />STATE HIGHWAY 42
<br />REPLAT D
<br />woo.° t-REE-r
<br />CHERRY S titt
<br />Vicinity Mapo
<br />i.500'
<br />LEGEND
<br />PROPOSED BASIN BOUNDARY
<br />EXISTING UTILITIES
<br />PROPOSED UTILITIES
<br />TYPE C INLET
<br />MANHOLE
<br />FLOW DIRECTION
<br />DESIGN SPOT ELEVATION
<br />CURB DESIGNATIONS
<br />SUB -BASIN DESIGNATION (ACRES)
<br />DESIGN POINT
<br />IIMM
<br />low
<br />80
<br />NOTES
<br />ST
<br />•
<br />+ 6715-
<br />Th
<br />104TH STREET
<br />t?,
<br />1. Existing utility information obtained from the As -Built plans marked
<br />A. THE PARK AT CTC, Plan and Profile of DOGWOOD ST.
<br />dated 3/23/00 AS-BU1LT.
<br />B. THE BUISNESS CENTER AT CTC - PHASE 11, Plan ez Profile
<br />of Utilities CTC Boulevard. dated 8/09/00 AS -BUILT.
<br />2. All construction shall comply with the City of Louisville Design
<br />and Construction Standards, latest edition.
<br />SUB
<br />BASIN
<br />A
<br />0
<br />DESIGN FLOWS
<br />DESIGN
<br />POINT AREA
<br />1 0.8 1.
<br />2 2.0 3.2
<br />3 1.23 2.0
<br />4 0.08 0.2
<br />5 0.42
<br />6 0.63
<br />Quo_
<br />5.3
<br />13.0
<br />7.7
<br />0.6
<br />F"1 40
<br />30
<br />SCALE: 1" = 30'
<br />15
<br />30
<br />DETENTION POND
<br />V1oo-Rcro=271170 ft3
<br />Vioo-pm=27,480 ft3
<br />WSi0=5294.5 ft
<br />Qmo=5.16 cfs
<br />ViREciro= 16,987 ft3
<br />Vio-pmeD 18,000 It
<br />W51e5293.7 ft
<br />Q10=1.24 cfs
<br />liC: 10yr & 100yr VOLUME
<br />INCLUDE A WATER QUALM(
<br />VOLUME OF 5.956 ft3 AT A
<br />WS ELEVATION - 5292.3 ft
<br />60
<br />NOT FOR
<br />CONSTRUCTION
<br />GRADING, DRAINAGE, EROSION
<br />CONTROL AND UTILITY PLAN
<br />SHEET
<br />Clor
<br />JOB NUMBER: 00447
<br />imismaimiumenusimmEL
<br />
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