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H:\E5760\Dwg\Sheets\5760GP0P.dwg, GPOP, 12/21/2006 8:25.25 AM, 1:1, Drexel, Barrell & Co.,maa
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<br />1 .• T A r• • .• .• I . -
<br />I I I ::IP`L. iI t4 II •
<br />PRAIRIE WAY EX SIDEWALK
<br />(60'R.O.W.)
<br />i / /
<br />/, ��,/ ��.b
<br />5' TYPE R INLET
<br />FL=37.75
<br />INV OUT=31.03
<br />h3
<br />/
<br />EX 18" RCP STORM
<br />SEWER STUB
<br />EX 10' DRAINAGE AND
<br />U17L/TY EASEMENT
<br />DRIVE
<br />RAMP
<br />ebn
<br />.• 1'.. IS .• 1 . M
<br />i -s
<br />EX STORM MH
<br />RIM = 5326 96'
<br />/NV /N (NW = 5321.10'
<br />INV IN (Sh) = 5321.11'
<br />INV OUT (SE) = 5320.90'
<br />5' TYPE Ri INLET
<br />FL=29.3
<br />INV OUT=25.3
<br />s
<br />EX 18" fp STORM
<br />I I
<br />I I
<br />I I
<br />DRIVE RAMP
<br />\
<br />\
<br />EX 1B" RCP
<br />STORM SEWER
<br />STUB
<br />I
<br />5' TYPE R IAOLET
<br />FL=27.8
<br />INV OUT=25.57
<br />CONNECT TO EX. 18" RCP STUB
<br />/ INV = 21.46*
<br />-19.8 LF 12" RCP
<br />STORM 0 0.5%
<br />PRIVATE)
<br />cP st°'t'
<br />5' TYPE R INLET
<br />FL=28.0
<br />IN IN=25.47
<br />INV OUT=25.37
<br />70.2 LF 12" RCP
<br />STORM 0 0.75%
<br />(PRIVATE)
<br />TOW = 27.75
<br />BOW = 27.75
<br />\
<br />2%: MAX . *LOPE:, IN
<br />HANDICAP .,SPACES
<br />\\ 343.9 LF 1$," RCP \\
<br />STOORM L.t
<br />i (FVA1TE)�
<br />\
<br />298.7 LF 18" RCP
<br />L STORM 0 0.42%
<br />L PRIVATE)
<br />TOW = 29.75
<br />BOW 27.50
<br />TOW ‘ro 32.25
<br />BOW 30.50
<br />'s
<br />N TOW = 31.90
<br />BOW = 30.50
<br />TOW = 29.75
<br />\BOW = 27.50
<br />• � c,,urcrs \
<br />y8` .CONCRE'f,E CHAS••
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<br />CITY OF LOUISVILLE
<br />APPROVAL
<br />This document was reviewed for conformance
<br />with City of Louisville Design and Construction
<br />Standards. City approval does not relieve owner,
<br />design engineer or contractor of responsibility to
<br />correct errors or omissions relating to this
<br />document.
<br />BY:
<br />DATE:
<br />Document Approval Expires:
<br />6' STORM MH
<br />INV IN(N)=24.84
<br />INV IN(NE)=24.84
<br />INV IN(E)=24.84
<br />INV OUT(SW)=24.74
<br />, r• 1 .. .. 1. .•
<br />1.41 1 11 K ►.
<br />�. •I 1 •. 1A ♦..I .I . • •.
<br />10' DRAINAGE &
<br />TTL/TY •
<br />EASEMENT (P)
<br />♦
<br />\
<br />Q \
<br />\ ROOF DRAIN
<br />\(TYP.) \
<br />\
<br />RETAINING WALLS
<br />TOW = 29.00
<br />BOW = 27.75
<br />PROPERTY LINE
<br />(n%°)
<br />TOW = 32.25
<br />BOW = 29.75
<br />40 20 0 40 80
<br />SCALE: 1 "=40'
<br />NOTE: INSTALL 6" THICK CONCRETE CUTOFF
<br />WALLS AT FES'S IN DETENTION POND. CUTOFF
<br />WALL SHALL EXTENT WIDTH OF RIPRAP BLANKET
<br />AND TO A MINIMUM DEPTH OF 2.07' FOR THE 18"
<br />FES AND 2.32' FOR THE 24" FES MINIMUM DEPTH
<br />IS MEASURED FROM BOTTOM OF FES.
<br />MODIFIED CDOT
<br />TYPE 'C' INLET
<br />INV = 22.70'
<br />OTINi BLOC{ 6
<br />24" FES W/
<br />CUTOFF WALL
<br />INV=22.70
<br />8'x8' TYPE L RIPRAP
<br />D50=9"
<br />THICKNESS=1.32' MIN
<br />2' CUR
<br />CHASE
<br />FFA 5341.0
<br />CURB
<br />SE..�
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<br />r .•41-4.-"C-.1• +N"• • ----- ITI----------- _C-I4M
<br />/ / 1 1 5IWO Iv11 •r. JJ-►.-++-I.I 1-11 IIN/ 5.-I II b* / p� "4` \1 I 1 I I
<br />/ / •lo •04 1 / %, I-4-- 6A I.. • L. 1 • I 11•••• I .. • . / Av N I I 1 V
<br />, ` / / • ,/ •%� I. / .• .• A • ••• •r. •r• 1 .• .• • I S.
<br />A C \1 1 r 1
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<br />N
<br />N
<br />4.
<br />X66.7 :LF 18" RCI'?
<br />'t. STORM 0 2.50%p
<br />\(PRIVATE) .
<br />FLOWLINE
<br />,, wl U(V414L It 'AP( 6
<br />18" FES W
<br />\ CUTOFF WALL \
<br />4INV#24.00 �\
<br />1 1 I
<br />\\ 1©4a
<br />EASE
<br />DRIVE RAMP
<br />Ns -
<br />111
<br />/
<br />/
<br />N/
<br />`• ` - r- -�7 \ 43
<br />\Tow - 4s.0..---- .T0W-=#5:2
<br />' BOW = 46,0 BOW = 43,$-'/
<br />- --
<br />-----'
<br />/ -
<br />- _ -
<br />/
<br />/
<br />/
<br />/
<br />/
<br />/
<br />_---1
<br />-5345
<br />- STOW = -93.3v `TOW -v="42.25 EX 24" STORM
<br />- --BOW - 40.75 ,-'BOW = 38.75
<br />4
<br />• -'T ♦ 'r I .5
<br />I .•.•1. .\
<br />RETAINING-WALL--
<br />WIN
<br />ETAINING-WWALL"WITH METAL FENCE
<br />BEGIN FENCE
<br />END FENCE
<br />•
<br />o
<br />•
<br />`TOW 5
<br />BOW - 38:4
<br />\ I
<br />\ I
<br />'-------__---- -- - --5335
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<br />111 I
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<br />1 1 1 1 1 1 / l I j I II I Il
<br />1 1 1 1 1 1/ // / I I I 1 1 1 I
<br />111/!11 / I I 1
<br />1 1 1 1 r l f 1 I/ / 1 1 1 1 1 1 1
<br />rlI 1 ----_1 1 1 1
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<br />------N I II II I ,, �'\ 1 / 1
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<br />v I. I LL 1 l 1 1 1 I
<br />........, - _______:---::::_________, -_ _-__________ -,� I I 1
<br />I
<br />0\41
<br />i5 EX 30" STORM 1S __�\�----------__- -----
<br />----------- --- _ ---
<br />_74--s,------------5-3-40---
<br />GRATE INLET O ---fir
<br />TOW = 38.s----------------------- -- E;r_l'Qr-SPORM .
<br />GRATE=35.6' BOW = 38.5--------------------
<br />INV IN=30.76
<br />INV OUT=30.66'
<br />• .•
<br />e.••• I
<br />4 ►41 1 11•N I
<br />•1 5.0a...... • • A.
<br />NMI
<br />TOW = 33.0
<br />BOW = 32.0
<br />-------------
<br />18'x6' TYPE L RIPRAP
<br />D50=9"
<br />THICKNESS=1.32' MIN
<br />I .• T A• ry I 1% .• . AS.
<br />1 1 1 1 I 5.455555'. 1 /1 IR I
<br />•..A I {_' •A S...I • • A.
<br />LEGEND
<br />PROPOSED INTERMEDIATE CONTOUR.
<br />PROPOSED INDEX CONTOUR 65
<br />PROPOSED SPOT ELEVATION
<br />(ALL C&G ELEVATIONS ARE E U.N.O.)
<br />EX. /NTERMED/ATE CONTOUR
<br />EX INDEX CONTOUR.
<br />EX SPOT ELEVATIONS
<br />CATCH CURB AND GUTTER
<br />(ALL OTHER SHALL BE SPILL)
<br />HIGH POINT
<br />LOW POINT.
<br />x 54.67
<br />5364--
<br />5365-- -- - -
<br />Im
<br />x45.34
<br />144 Vfir WE ISO le er re IR el
<br />HP
<br />LP
<br />FLOWLINE. rL or FL
<br />PROPOSED STORM SEWER
<br />PRO. OSED MANHOLE
<br />PROPOSED MANHOLE DESIGNATOR
<br />PROPOSED INLET DESIGNATOR
<br />EX STORM CULVERT OR
<br />LARGE DIAMETER STORM SEWER. C
<br />EX STORM SEWER
<br />EX MANHOLE
<br />EX. MANHOLE DES/GNA TOR
<br />ST
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<br />10,W06 MV SUBMITTAL
<br />12/4/06 CITY GOMMBITS
<br />12/16/06 U1Y GOM+ENIS
<br />DREXEL, BARRELL & CO. GRADING PLAN
<br />ENGINEERS• SURVEYORS
<br />1800 38TH STREET
<br />BOULDER, CO 80301
<br />CONTACT: JIM BRZOSTOWICZ, P.E.
<br />(303) 442-4338
<br />DBCO PROJECT # E5760
<br />DBCo DRAWING # 6D-259
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<br />i + i
<br />CITY OF LOUISVILLE
<br />APPROVAL
<br />This document was reviewed for conformance
<br />with City of Louisville Design and Construction
<br />Standards. City approval does not relieve owner,
<br />design engineer or contractor of responsibility to
<br />correct errors or omissions relating to this
<br />document.
<br />BY:
<br />DATE:
<br />Document Approval Expires:
<br />6' STORM MH
<br />INV IN(N)=24.84
<br />INV IN(NE)=24.84
<br />INV IN(E)=24.84
<br />INV OUT(SW)=24.74
<br />, r• 1 .. .. 1. .•
<br />1.41 1 11 K ►.
<br />�. •I 1 •. 1A ♦..I .I . • •.
<br />10' DRAINAGE &
<br />TTL/TY •
<br />EASEMENT (P)
<br />♦
<br />\
<br />Q \
<br />\ ROOF DRAIN
<br />\(TYP.) \
<br />\
<br />RETAINING WALLS
<br />TOW = 29.00
<br />BOW = 27.75
<br />PROPERTY LINE
<br />(n%°)
<br />TOW = 32.25
<br />BOW = 29.75
<br />40 20 0 40 80
<br />SCALE: 1 "=40'
<br />NOTE: INSTALL 6" THICK CONCRETE CUTOFF
<br />WALLS AT FES'S IN DETENTION POND. CUTOFF
<br />WALL SHALL EXTENT WIDTH OF RIPRAP BLANKET
<br />AND TO A MINIMUM DEPTH OF 2.07' FOR THE 18"
<br />FES AND 2.32' FOR THE 24" FES MINIMUM DEPTH
<br />IS MEASURED FROM BOTTOM OF FES.
<br />MODIFIED CDOT
<br />TYPE 'C' INLET
<br />INV = 22.70'
<br />OTINi BLOC{ 6
<br />24" FES W/
<br />CUTOFF WALL
<br />INV=22.70
<br />8'x8' TYPE L RIPRAP
<br />D50=9"
<br />THICKNESS=1.32' MIN
<br />2' CUR
<br />CHASE
<br />FFA 5341.0
<br />CURB
<br />SE..�
<br />N
<br />i5�'.▪ • y a'1`'.'.i'Y"-Ti"-.-f�1-.\.16.1_1•- -_-._� \ \ \
<br />-.l 1 1 1 / i.. - 1,11 _ �4 L- -1 -t r '7l I55. .. � \ \ /1
<br />r .•41-4.-"C-.1• +N"• • ----- ITI----------- _C-I4M
<br />/ / 1 1 5IWO Iv11 •r. JJ-►.-++-I.I 1-11 IIN/ 5.-I II b* / p� "4` \1 I 1 I I
<br />/ / •lo •04 1 / %, I-4-- 6A I.. • L. 1 • I 11•••• I .. • . / Av N I I 1 V
<br />, ` / / • ,/ •%� I. / .• .• A • ••• •r. •r• 1 .• .• • I S.
<br />A C \1 1 r 1
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<br />N
<br />N
<br />4.
<br />X66.7 :LF 18" RCI'?
<br />'t. STORM 0 2.50%p
<br />\(PRIVATE) .
<br />FLOWLINE
<br />,, wl U(V414L It 'AP( 6
<br />18" FES W
<br />\ CUTOFF WALL \
<br />4INV#24.00 �\
<br />1 1 I
<br />\\ 1©4a
<br />EASE
<br />DRIVE RAMP
<br />Ns -
<br />111
<br />/
<br />/
<br />N/
<br />`• ` - r- -�7 \ 43
<br />\Tow - 4s.0..---- .T0W-=#5:2
<br />' BOW = 46,0 BOW = 43,$-'/
<br />- --
<br />-----'
<br />/ -
<br />- _ -
<br />/
<br />/
<br />/
<br />/
<br />/
<br />/
<br />_---1
<br />-5345
<br />- STOW = -93.3v `TOW -v="42.25 EX 24" STORM
<br />- --BOW - 40.75 ,-'BOW = 38.75
<br />4
<br />• -'T ♦ 'r I .5
<br />I .•.•1. .\
<br />RETAINING-WALL--
<br />WIN
<br />ETAINING-WWALL"WITH METAL FENCE
<br />BEGIN FENCE
<br />END FENCE
<br />•
<br />o
<br />•
<br />`TOW 5
<br />BOW - 38:4
<br />\ I
<br />\ I
<br />'-------__---- -- - --5335
<br />\.il\'I \\\\
<br />oto
<br />111 I
<br />I
<br />I
<br />:,,
<br />� -'_ -- 1111I I1 / I-- // 1111, 1
<br />r / / ' i //I'111111 II 1t -iii/ // /// ; ' l /l � 1/ if / I l i I 11
<br />I j jJ// r 11 /l!l 1 1 f II 11 II `
<br />1 1 1 1 1 1 / l I j I II I Il
<br />1 1 1 1 1 1/ // / I I I 1 1 1 I
<br />111/!11 / I I 1
<br />1 1 1 1 r l f 1 I/ / 1 1 1 1 1 1 1
<br />rlI 1 ----_1 1 1 1
<br />! 1 ill
<br />1 ,! --- / 1 I I I
<br />i l l J`" Il / 1 r
<br />------N I II II I ,, �'\ 1 / 1
<br />1 I 1
<br />I I /
<br />v I. I LL 1 l 1 1 1 I
<br />........, - _______:---::::_________, -_ _-__________ -,� I I 1
<br />I
<br />0\41
<br />i5 EX 30" STORM 1S __�\�----------__- -----
<br />----------- --- _ ---
<br />_74--s,------------5-3-40---
<br />GRATE INLET O ---fir
<br />TOW = 38.s----------------------- -- E;r_l'Qr-SPORM .
<br />GRATE=35.6' BOW = 38.5--------------------
<br />INV IN=30.76
<br />INV OUT=30.66'
<br />• .•
<br />e.••• I
<br />4 ►41 1 11•N I
<br />•1 5.0a...... • • A.
<br />NMI
<br />TOW = 33.0
<br />BOW = 32.0
<br />-------------
<br />18'x6' TYPE L RIPRAP
<br />D50=9"
<br />THICKNESS=1.32' MIN
<br />I .• T A• ry I 1% .• . AS.
<br />1 1 1 1 I 5.455555'. 1 /1 IR I
<br />•..A I {_' •A S...I • • A.
<br />LEGEND
<br />PROPOSED INTERMEDIATE CONTOUR.
<br />PROPOSED INDEX CONTOUR 65
<br />PROPOSED SPOT ELEVATION
<br />(ALL C&G ELEVATIONS ARE E U.N.O.)
<br />EX. /NTERMED/ATE CONTOUR
<br />EX INDEX CONTOUR.
<br />EX SPOT ELEVATIONS
<br />CATCH CURB AND GUTTER
<br />(ALL OTHER SHALL BE SPILL)
<br />HIGH POINT
<br />LOW POINT.
<br />x 54.67
<br />5364--
<br />5365-- -- - -
<br />Im
<br />x45.34
<br />144 Vfir WE ISO le er re IR el
<br />HP
<br />LP
<br />FLOWLINE. rL or FL
<br />PROPOSED STORM SEWER
<br />PRO. OSED MANHOLE
<br />PROPOSED MANHOLE DESIGNATOR
<br />PROPOSED INLET DESIGNATOR
<br />EX STORM CULVERT OR
<br />LARGE DIAMETER STORM SEWER. C
<br />EX STORM SEWER
<br />EX MANHOLE
<br />EX. MANHOLE DES/GNA TOR
<br />ST
<br />®MH
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<br />Co -.
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<br />10,W06 MV SUBMITTAL
<br />12/4/06 CITY GOMMBITS
<br />12/16/06 U1Y GOM+ENIS
<br />DREXEL, BARRELL & CO. GRADING PLAN
<br />ENGINEERS• SURVEYORS
<br />1800 38TH STREET
<br />BOULDER, CO 80301
<br />CONTACT: JIM BRZOSTOWICZ, P.E.
<br />(303) 442-4338
<br />DBCO PROJECT # E5760
<br />DBCo DRAWING # 6D-259
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