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<br />WALNUT STREET ,--'
<br />/ 60' R. O. W.
<br />" G G I
<br />GJ /
<br />841 Front Street
<br />\ ►a • i i • �N� i � • 1 • � / r•
<br />ril
<br />\ 932 Wolnut Street "' "" •" / T RA(:T 2'
<br />i I SI
<br />/ 1„ 1 O N 11 / ►• / \ I
<br />\ a_. / 1.. . 1a.ba_ \
<br />r
<br />Ti �RR ���.
<br />A •♦ 1 \ • r.� •V. • � V \\ I \ Ir
<br />One Story I One Star Wood --� y�� \ \\ r
<br />y - - - - Two Story Concrete \
<br />Stucco \ Frome Building ' B/ock Bui/d/n \ Concrete Pod \ r
<br />Building "� \ Deck / g \
<br />`� Roof Line=5355.8' / Roof Line=5356.4' \ Bui/ding \ I
<br />t S / 1 \ I
<br />I c:( �CGrass Overhang
<br />I \\ Deck \ ^�
<br />�_.._i' 37.0 _ , �; N 89'44'07" E--4-50�?' - � _ -1- _- J 35.00 - \\ � �
<br />- O �1 x 1 i
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<br />-- - _
<br />t -1100,
<br />Ile
<br />2 2" ALUM CAP -
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<br />-
<br />:�_ - - -
<br />_ T.
<br />6 +YC
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<br />PL_ T 24,310
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<br />STANDARD CITY
<br />X
<br />ARD CITY
<br />-
<br />' a OF LOUISVILLE�
<br />STANDC .. \.
<br />ww r •.
<br />P
<br />RAM DRIVE
<br />1 1 OF LOUISVILLE10
<br />-
<br />1 /
<br />TAI
<br />P DRIVE
<br />SEE DETAIL)
<br />D E
<br />RAM /
<br />( DETAIL
<br />_
<br />SEE •FT
<br />N0: i:E
<br />P
<br />'S T:•R SG /
<br />.... ,.....
<br />, '_ ET
<br />.:...... .: .
<br />ONE WAY SIGN r PROPOSED INLET
<br />N;
<br />5.25 ��:..::'.....'' •:,`' DETAIL WITH
<br />1 2 ALUM C �....
<br />2 /
<br />X
<br />PLS 24310 / G')
<br />CONSTRUCTION)
<br />t
<br />,
<br />AR
<br />TAND D CITY
<br />/ h
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<br />0FLOUISVILLE
<br />.- :. .;.' .,'..'•: ' •: ..: .. ..�,:..
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<br />CATCH C & G
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<br />NOT INCLUDED)
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<br />:
<br />One story
<br />wood Frame 3•.95 / .. / / r• / , 1 i 11 r �'' , ��,., _�..`I
<br />1 1 11 11 • Building 1I 11 1 h• 1 1 11 1 . ./ 11 t• J ..
<br />.i • 1 a. a. a_ 1 ;V a_ a . 1 a• • 1 . ►. a_
<br />800 Front Street
<br />✓:
<br />533 l
<br />FF=35.0 Q � �_ /Z'
<br />2" ALUM CAP Q O `C
<br />PLS 14083 0� ; •'' GARAGE FLOOR = 21,25
<br />4Z4' Jv
<br />-;8" \ROOF DRAIN
<br />�Q 1 / r/ TO2" STORM /
<br />t SEWER
<br />l I i
<br />I;.
<br />2" ALUM CAP
<br />PLS 14083
<br />TO £
<br />REL D
<br />:
<br />-~-10'TYPE R INLET
<br />)
<br />J i (SEE DETAIL SHEE
<br />TRENCH DRAIN WITH MANHOLE. / ;' ,�i`:: >:::,} o EX
<br />PUMP AND DRAIN TO ALLEYEly
<br />"
<br />A UOT'T =5331.
<br />o SEEDETAIL
<br />SHEET'
<br />34.62Inv In -5329.0
<br />5.00Inv i Out=5328.9I.40
<br />X
<br />I / 10' Tyne R /n/et
<br />FL=5332.2' (n
<br />Inv Out 5
<br />-
<br />i
<br />32 9. 1'
<br />_ I
<br />r% i - _i`91 7 48 RCP
<br />i'
<br />i
<br />20 10 0 20 40
<br />1
<br />SCALE: 1"=20'
<br />=PROPOSED
<br />L/M/TS OF
<br />100 YEAR
<br />FLOODPLAIN
<br />(APPROX.)
<br />Storm Sew MH
<br />Rim=5332.3'
<br />Inv In W=5328, 3'
<br />Inv In E=5326.2'
<br />Inv Out S=5326.2'
<br />•�, .....ni,..n..ti<i.� rr_ti I 5
<br />t / ✓ r' Lffi 4 P(/G
<br />ci
<br />10' Type R Inlet
<br />FL =5J.31.7'
<br />} 1 -�a3` ` ,.. ,`_ 4: 32.20
<br />�I_ Inv /n N=5328.7
<br />✓� _ - -
<br />1.��_-.'f-:..:.=:_•-.--�-- Inv /n E=5327.7`
<br />�! 7� Inv Out W=5326.2'
<br />DAYLIGHT ROOF] - ., , .-.
<br />DRAIN TO ALLEY
<br />I
<br />ET NAIL & - -
<br />,,32.4
<br />PL 2209
<br />33;U.S;..:t, •32:9
<br />CHISEL -D
<br />R SS
<br />1.1
<br />C O �^
<br />48" RCP
<br />"
<br />------ *v ... g8 ..R' - ST ST
<br />BRICKWORK DETAIL TO ''•,.8' BUMPOUTr-' S 42" RCP
<br />BE INCLUDED WITH 33 _ r
<br />SEE <'DETAiL SHEET �, �'• NLE -TO BE
<br />CONSTRUCTION PLANS ) ( A
<br />1- Storm Sew MH
<br />5 TYPE R INLET `�ELd
<br />SEE DETAIL SHEET � " S RSP � Rim=5332.5'
<br />42" RCP ( S T ) _ [ h2 Inv --5,325.7'
<br />T ST % ST ST ST ST
<br />SPRUCE STREET $' DIA. MH
<br />5 60' RO,W (SEE DETAIL
<br />M-604-20) G
<br />Storm Sew MH
<br />Rim=53378'
<br />Inv In W=5328.6'
<br />Inv /n S=5331.6'
<br />Inv Out=5328.5'
<br />/ 0 ff NAIL
<br />XCH/SELED
<br />CROSS
<br />PROPOSED LIMITS OF
<br />100 YEAR FLOODPLAIN
<br />�APPRQX,) ,
<br />- Existing City of Louisville Librory
<br />Storm Sew MH /
<br />Rim=5332.8'
<br />Inv In =53278'
<br />Inv Out=5327.5'
<br />CHISELED CR SS
<br />I,
<br />I I
<br />I ,
<br />I
<br />I
<br />Storm Sew MH
<br />Rim=5332, 3' rill
<br />Inv In N=5328, 9' I
<br />Inv In SW=5326.9' '
<br />Inv Out E=5326.9'
<br />1
<br />HANDICAP RAMP j r'
<br />(SEE DETAIL SHEET)
<br />r
<br />i
<br />I
<br />1
<br />Ir NAIL & TAG
<br />®PLS 4846
<br />I
<br />I
<br />PROPOSED INTERMEDIATE CONTOUR .................... -34
<br />PROPOSED INDEX CONTOUR ............................. 3-c
<br />PROPOSED SPOT ELEVATION ...................................... . x 34.67
<br />(ALL C&G ELEVATIONS ARE rL U.N.o.)
<br />EX, INTERM£D/ATE CONTOUR ............................ ' - 5334- - -
<br />£X, INDEX CONTOUR ....................................... - - - -5335- - "
<br />cX. SPOT ELEVATIONS ............................................... x 35.34
<br />CATCH CURB AND GUTTER .............................. -----------
<br />(ALL OTHER SHALL BE SPILL)
<br />THICKENED EDGE WALK .................................. - - •
<br />HIGHPOINT.............................................................. HP
<br />GRADE BREAK.......................................................... GB
<br />P .. LP
<br />LOW POINT ............................................................
<br />TOP BACK OF CURB..........................................:.......TOC
<br />FLOWLINE............................................................. or FL
<br />18" RCP
<br />PROPOSED STORM SEWER ..................... - - - - - -
<br />PROPOSED ....... .
<br />Rq OSED MANHOLE .............................. .
<br />PROPOSED CLEAN OUT ....................................... 0 C
<br />PROPOSED MANHOLE DESIGNATOR ................................ 1
<br />PROPOSED INLET I ............
<br />RO OSED I LE DESIGNATOR ............... .
<br />2
<br />EX. STORM CUL BERT OR -EX. 54'' CMP
<br />- - - - -
<br />LARGE DIAMETER STORM SEWER ................ C -
<br />EX, 18" RCP STORM
<br />EX. STORM SEWER ............................. ST
<br />EX, MANHOLE ..................................................... ®may
<br />EX> MANH LE E / NA T R .. ..... .
<br />EX. INLET DES/GNA TOR ....................................... g
<br />NOTE.•
<br />SLANTED TEXT ON DRAWIN,^.
<br />DENOTES EXIST/NG FEATURE.
<br />TOPOGRAPHIC INFORMATION
<br />PROVIDED BY GEOSURV.
<br />DATED 5/10/2004.
<br />NOTE:
<br />ALL EXISTING LANDSCAPING, CURB,
<br />GUTTER, STORM LINES AND
<br />PAVEMENT WITHIN THE PROPERTY
<br />BOUNDARY SHALL BE DEMOLISHED.
<br />ALL EXISTING LIVE UTILITIES SHALL
<br />BE RELOCATED.
<br />NOTE:
<br />1. EXISTING LIGHT POLES ARE TO
<br />BE SAVED, STORED AND RE USED.
<br />2. EXISTING MINORS MONUMENT TO
<br />BE SAVED.
<br />3. CONTRACTOR IS TO STOCKPILE
<br />AND RE -USE EXISTING BRICKS.
<br />NOTE:
<br />100 YEAR FLOODPLAIN
<br />EL. = 5332.8
<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:
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<br />0
<br />CITY OF
<br />LOUISVILLE
<br />CITY COUNCIL APPROVAL
<br />8 FEBRUARY 2005
<br />PUD REVISIONS
<br />24 NOVEMBER 2004
<br />PRELIMINARY PUD REVISIONS
<br />03 SEPTEMBER 2004
<br />PRELIMINARY PUD
<br />20Ju LY 2004
<br />;`y::
<br />Architects,PC
<br />0
<br />0 All reports, plans, specifications, computerfiles, field data, notes
<br />o and other documents and instruments prepared by the
<br />O Architect as instruments of service shall remain the property of
<br />0 the Architect. The Architect shall retain all common law,
<br />o statutory and other reserved rights, including copyright thereto.
<br />O
<br />0
<br />0
<br />0
<br />0 Drexel, Barrell & Co.
<br />0 Engineers - Surveyors
<br />0 4840 PEARL EAST CIRCLE, SUITE 114
<br />o BOULDER, COLORADO 80301
<br />o (303) 442-4338
<br />0 CONTACT: T
<br />0 BARBARA N. WEISS, P.E.
<br />0
<br />E-5549 6D 045
<br />0
<br />0
<br />0
<br />0G RADING P LAN
<br />0
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<br />0
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<br />o PROJECT PROJECT DRAWN CHECKED
<br />0
<br />oNo• CIVIL BY BY
<br />0 ENGINEER
<br />0 2ASi2 BNW 1"AA/0N BNW
<br />0
<br />NOT FOR CONSTRUCTION
<br />0
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<br />0 SHEET No.
<br />0
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<br />5j55__ _
<br />WALNUT STREET ,--'
<br />/ 60' R. O. W.
<br />" G G I
<br />GJ /
<br />841 Front Street
<br />\ ►a • i i • �N� i � • 1 • � / r•
<br />ril
<br />\ 932 Wolnut Street "' "" •" / T RA(:T 2'
<br />i I SI
<br />/ 1„ 1 O N 11 / ►• / \ I
<br />\ a_. / 1.. . 1a.ba_ \
<br />r
<br />Ti �RR ���.
<br />A •♦ 1 \ • r.� •V. • � V \\ I \ Ir
<br />One Story I One Star Wood --� y�� \ \\ r
<br />y - - - - Two Story Concrete \
<br />Stucco \ Frome Building ' B/ock Bui/d/n \ Concrete Pod \ r
<br />Building "� \ Deck / g \
<br />`� Roof Line=5355.8' / Roof Line=5356.4' \ Bui/ding \ I
<br />t S / 1 \ I
<br />I c:( �CGrass Overhang
<br />I \\ Deck \ ^�
<br />�_.._i' 37.0 _ , �; N 89'44'07" E--4-50�?' - � _ -1- _- J 35.00 - \\ � �
<br />- O �1 x 1 i
<br />I --- I 1-
<br />I.
<br />-- - _
<br />t -1100,
<br />Ile
<br />2 2" ALUM CAP -
<br />1
<br />-
<br />:�_ - - -
<br />_ T.
<br />6 +YC
<br />I
<br />I
<br />4
<br />PL_ T 24,310
<br />i
<br />I IIIIh�h"
<br />,
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<br />K, )
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<br />1
<br />STANDARD CITY
<br />X
<br />ARD CITY
<br />-
<br />' a OF LOUISVILLE�
<br />STANDC .. \.
<br />ww r •.
<br />P
<br />RAM DRIVE
<br />1 1 OF LOUISVILLE10
<br />-
<br />1 /
<br />TAI
<br />P DRIVE
<br />SEE DETAIL)
<br />D E
<br />RAM /
<br />( DETAIL
<br />_
<br />SEE •FT
<br />N0: i:E
<br />P
<br />'S T:•R SG /
<br />.... ,.....
<br />, '_ ET
<br />.:...... .: .
<br />ONE WAY SIGN r PROPOSED INLET
<br />N;
<br />5.25 ��:..::'.....'' •:,`' DETAIL WITH
<br />1 2 ALUM C �....
<br />2 /
<br />X
<br />PLS 24310 / G')
<br />CONSTRUCTION)
<br />t
<br />,
<br />AR
<br />TAND D CITY
<br />/ h
<br />4.
<br />'i
<br />r 4
<br />0FLOUISVILLE
<br />.- :. .;.' .,'..'•: ' •: ..: .. ..�,:..
<br />,
<br />j�
<br />p
<br />4,
<br />CATCH C & G
<br />/•�•..
<br />I .
<br />w
<br />NOT INCLUDED)
<br />\ 5
<br />I
<br />t
<br />I
<br />I
<br />/ , , ......, .... .. ......:...:.... .. .. ., . �. .I:. , � ..i: 'rte-:
<br />I.:.:w. '.':'......, :�..
<br />22
<br />oil
<br />W J
<br />Wood Fence ... Lifi.'': -1
<br />a
<br />,4
<br />.:.
<br />': co
<br />.;%:.-:moi' �r'"��. ���~^w.',.-�"--v'�r'=;v;^,%:s,r.•;;:..�:.�;.�, - , ,GV�:r�`"` ,�� n.i--�--/ � �`. \ I.
<br />O
<br />>
<br />r .
<br />:
<br />One story
<br />wood Frame 3•.95 / .. / / r• / , 1 i 11 r �'' , ��,., _�..`I
<br />1 1 11 11 • Building 1I 11 1 h• 1 1 11 1 . ./ 11 t• J ..
<br />.i • 1 a. a. a_ 1 ;V a_ a . 1 a• • 1 . ►. a_
<br />800 Front Street
<br />✓:
<br />533 l
<br />FF=35.0 Q � �_ /Z'
<br />2" ALUM CAP Q O `C
<br />PLS 14083 0� ; •'' GARAGE FLOOR = 21,25
<br />4Z4' Jv
<br />-;8" \ROOF DRAIN
<br />�Q 1 / r/ TO2" STORM /
<br />t SEWER
<br />l I i
<br />I;.
<br />2" ALUM CAP
<br />PLS 14083
<br />TO £
<br />REL D
<br />:
<br />-~-10'TYPE R INLET
<br />)
<br />J i (SEE DETAIL SHEE
<br />TRENCH DRAIN WITH MANHOLE. / ;' ,�i`:: >:::,} o EX
<br />PUMP AND DRAIN TO ALLEYEly
<br />"
<br />A UOT'T =5331.
<br />o SEEDETAIL
<br />SHEET'
<br />34.62Inv In -5329.0
<br />5.00Inv i Out=5328.9I.40
<br />X
<br />I / 10' Tyne R /n/et
<br />FL=5332.2' (n
<br />Inv Out 5
<br />-
<br />i
<br />32 9. 1'
<br />_ I
<br />r% i - _i`91 7 48 RCP
<br />i'
<br />i
<br />20 10 0 20 40
<br />1
<br />SCALE: 1"=20'
<br />=PROPOSED
<br />L/M/TS OF
<br />100 YEAR
<br />FLOODPLAIN
<br />(APPROX.)
<br />Storm Sew MH
<br />Rim=5332.3'
<br />Inv In W=5328, 3'
<br />Inv In E=5326.2'
<br />Inv Out S=5326.2'
<br />•�, .....ni,..n..ti<i.� rr_ti I 5
<br />t / ✓ r' Lffi 4 P(/G
<br />ci
<br />10' Type R Inlet
<br />FL =5J.31.7'
<br />} 1 -�a3` ` ,.. ,`_ 4: 32.20
<br />�I_ Inv /n N=5328.7
<br />✓� _ - -
<br />1.��_-.'f-:..:.=:_•-.--�-- Inv /n E=5327.7`
<br />�! 7� Inv Out W=5326.2'
<br />DAYLIGHT ROOF] - ., , .-.
<br />DRAIN TO ALLEY
<br />I
<br />ET NAIL & - -
<br />,,32.4
<br />PL 2209
<br />33;U.S;..:t, •32:9
<br />CHISEL -D
<br />R SS
<br />1.1
<br />C O �^
<br />48" RCP
<br />"
<br />------ *v ... g8 ..R' - ST ST
<br />BRICKWORK DETAIL TO ''•,.8' BUMPOUTr-' S 42" RCP
<br />BE INCLUDED WITH 33 _ r
<br />SEE <'DETAiL SHEET �, �'• NLE -TO BE
<br />CONSTRUCTION PLANS ) ( A
<br />1- Storm Sew MH
<br />5 TYPE R INLET `�ELd
<br />SEE DETAIL SHEET � " S RSP � Rim=5332.5'
<br />42" RCP ( S T ) _ [ h2 Inv --5,325.7'
<br />T ST % ST ST ST ST
<br />SPRUCE STREET $' DIA. MH
<br />5 60' RO,W (SEE DETAIL
<br />M-604-20) G
<br />Storm Sew MH
<br />Rim=53378'
<br />Inv In W=5328.6'
<br />Inv /n S=5331.6'
<br />Inv Out=5328.5'
<br />/ 0 ff NAIL
<br />XCH/SELED
<br />CROSS
<br />PROPOSED LIMITS OF
<br />100 YEAR FLOODPLAIN
<br />�APPRQX,) ,
<br />- Existing City of Louisville Librory
<br />Storm Sew MH /
<br />Rim=5332.8'
<br />Inv In =53278'
<br />Inv Out=5327.5'
<br />CHISELED CR SS
<br />I,
<br />I I
<br />I ,
<br />I
<br />I
<br />Storm Sew MH
<br />Rim=5332, 3' rill
<br />Inv In N=5328, 9' I
<br />Inv In SW=5326.9' '
<br />Inv Out E=5326.9'
<br />1
<br />HANDICAP RAMP j r'
<br />(SEE DETAIL SHEET)
<br />r
<br />i
<br />I
<br />1
<br />Ir NAIL & TAG
<br />®PLS 4846
<br />I
<br />I
<br />PROPOSED INTERMEDIATE CONTOUR .................... -34
<br />PROPOSED INDEX CONTOUR ............................. 3-c
<br />PROPOSED SPOT ELEVATION ...................................... . x 34.67
<br />(ALL C&G ELEVATIONS ARE rL U.N.o.)
<br />EX, INTERM£D/ATE CONTOUR ............................ ' - 5334- - -
<br />£X, INDEX CONTOUR ....................................... - - - -5335- - "
<br />cX. SPOT ELEVATIONS ............................................... x 35.34
<br />CATCH CURB AND GUTTER .............................. -----------
<br />(ALL OTHER SHALL BE SPILL)
<br />THICKENED EDGE WALK .................................. - - •
<br />HIGHPOINT.............................................................. HP
<br />GRADE BREAK.......................................................... GB
<br />P .. LP
<br />LOW POINT ............................................................
<br />TOP BACK OF CURB..........................................:.......TOC
<br />FLOWLINE............................................................. or FL
<br />18" RCP
<br />PROPOSED STORM SEWER ..................... - - - - - -
<br />PROPOSED ....... .
<br />Rq OSED MANHOLE .............................. .
<br />PROPOSED CLEAN OUT ....................................... 0 C
<br />PROPOSED MANHOLE DESIGNATOR ................................ 1
<br />PROPOSED INLET I ............
<br />RO OSED I LE DESIGNATOR ............... .
<br />2
<br />EX. STORM CUL BERT OR -EX. 54'' CMP
<br />- - - - -
<br />LARGE DIAMETER STORM SEWER ................ C -
<br />EX, 18" RCP STORM
<br />EX. STORM SEWER ............................. ST
<br />EX, MANHOLE ..................................................... ®may
<br />EX> MANH LE E / NA T R .. ..... .
<br />EX. INLET DES/GNA TOR ....................................... g
<br />NOTE.•
<br />SLANTED TEXT ON DRAWIN,^.
<br />DENOTES EXIST/NG FEATURE.
<br />TOPOGRAPHIC INFORMATION
<br />PROVIDED BY GEOSURV.
<br />DATED 5/10/2004.
<br />NOTE:
<br />ALL EXISTING LANDSCAPING, CURB,
<br />GUTTER, STORM LINES AND
<br />PAVEMENT WITHIN THE PROPERTY
<br />BOUNDARY SHALL BE DEMOLISHED.
<br />ALL EXISTING LIVE UTILITIES SHALL
<br />BE RELOCATED.
<br />NOTE:
<br />1. EXISTING LIGHT POLES ARE TO
<br />BE SAVED, STORED AND RE USED.
<br />2. EXISTING MINORS MONUMENT TO
<br />BE SAVED.
<br />3. CONTRACTOR IS TO STOCKPILE
<br />AND RE -USE EXISTING BRICKS.
<br />NOTE:
<br />100 YEAR FLOODPLAIN
<br />EL. = 5332.8
<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 />O
<br />0
<br />0
<br />0
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<br />O
<br />0
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<br />O
<br />0
<br />O
<br />O
<br />0
<br />CITY OF
<br />LOUISVILLE
<br />CITY COUNCIL APPROVAL
<br />8 FEBRUARY 2005
<br />PUD REVISIONS
<br />24 NOVEMBER 2004
<br />PRELIMINARY PUD REVISIONS
<br />03 SEPTEMBER 2004
<br />PRELIMINARY PUD
<br />20Ju LY 2004
<br />;`y::
<br />Architects,PC
<br />0
<br />0 All reports, plans, specifications, computerfiles, field data, notes
<br />o and other documents and instruments prepared by the
<br />O Architect as instruments of service shall remain the property of
<br />0 the Architect. The Architect shall retain all common law,
<br />o statutory and other reserved rights, including copyright thereto.
<br />O
<br />0
<br />0
<br />0
<br />0 Drexel, Barrell & Co.
<br />0 Engineers - Surveyors
<br />0 4840 PEARL EAST CIRCLE, SUITE 114
<br />o BOULDER, COLORADO 80301
<br />o (303) 442-4338
<br />0 CONTACT: T
<br />0 BARBARA N. WEISS, P.E.
<br />0
<br />E-5549 6D 045
<br />0
<br />0
<br />0
<br />0G RADING P LAN
<br />0
<br />0
<br />0
<br />0
<br />O
<br />0
<br />O
<br />0
<br />0
<br />O
<br />0
<br />0
<br />0
<br />O
<br />O
<br />O
<br />o PROJECT PROJECT DRAWN CHECKED
<br />0
<br />oNo• CIVIL BY BY
<br />0 ENGINEER
<br />0 2ASi2 BNW 1"AA/0N BNW
<br />0
<br />NOT FOR CONSTRUCTION
<br />0
<br />O
<br />0 SHEET No.
<br />0
<br />O
<br />O G1
<br />O
<br />0
<br />0
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<br />- ST
<br />ST
<br />5j55__ _
<br />WALNUT STREET ,--'
<br />/ 60' R. O. W.
<br />" G G I
<br />GJ /
<br />841 Front Street
<br />\ ►a • i i • �N� i � • 1 • � / r•
<br />ril
<br />\ 932 Wolnut Street "' "" •" / T RA(:T 2'
<br />i I SI
<br />/ 1„ 1 O N 11 / ►• / \ I
<br />\ a_. / 1.. . 1a.ba_ \
<br />r
<br />Ti �RR ���.
<br />A •♦ 1 \ • r.� •V. • � V \\ I \ Ir
<br />One Story I One Star Wood --� y�� \ \\ r
<br />y - - - - Two Story Concrete \
<br />Stucco \ Frome Building ' B/ock Bui/d/n \ Concrete Pod \ r
<br />Building "� \ Deck / g \
<br />`� Roof Line=5355.8' / Roof Line=5356.4' \ Bui/ding \ I
<br />t S / 1 \ I
<br />I c:( �CGrass Overhang
<br />I \\ Deck \ ^�
<br />�_.._i' 37.0 _ , �; N 89'44'07" E--4-50�?' - � _ -1- _- J 35.00 - \\ � �
<br />- O �1 x 1 i
<br />I --- I 1-
<br />I.
<br />-- - _
<br />t -1100,
<br />Ile
<br />2 2" ALUM CAP -
<br />1
<br />-
<br />:�_ - - -
<br />_ T.
<br />6 +YC
<br />I
<br />I
<br />4
<br />PL_ T 24,310
<br />i
<br />I IIIIh�h"
<br />,
<br />I /
<br />t
<br />I�
<br />a
<br />i
<br />K, )
<br />,
<br />i
<br />I
<br />1
<br />STANDARD CITY
<br />X
<br />ARD CITY
<br />-
<br />' a OF LOUISVILLE�
<br />STANDC .. \.
<br />ww r •.
<br />P
<br />RAM DRIVE
<br />1 1 OF LOUISVILLE10
<br />-
<br />1 /
<br />TAI
<br />P DRIVE
<br />SEE DETAIL)
<br />D E
<br />RAM /
<br />( DETAIL
<br />_
<br />SEE •FT
<br />N0: i:E
<br />P
<br />'S T:•R SG /
<br />.... ,.....
<br />, '_ ET
<br />.:...... .: .
<br />ONE WAY SIGN r PROPOSED INLET
<br />N;
<br />5.25 ��:..::'.....'' •:,`' DETAIL WITH
<br />1 2 ALUM C �....
<br />2 /
<br />X
<br />PLS 24310 / G')
<br />CONSTRUCTION)
<br />t
<br />,
<br />AR
<br />TAND D CITY
<br />/ h
<br />4.
<br />'i
<br />r 4
<br />0FLOUISVILLE
<br />.- :. .;.' .,'..'•: ' •: ..: .. ..�,:..
<br />,
<br />j�
<br />p
<br />4,
<br />CATCH C & G
<br />/•�•..
<br />I .
<br />w
<br />NOT INCLUDED)
<br />\ 5
<br />I
<br />t
<br />I
<br />I
<br />/ , , ......, .... .. ......:...:.... .. .. ., . �. .I:. , � ..i: 'rte-:
<br />I.:.:w. '.':'......, :�..
<br />22
<br />oil
<br />W J
<br />Wood Fence ... Lifi.'': -1
<br />a
<br />,4
<br />.:.
<br />': co
<br />.;%:.-:moi' �r'"��. ���~^w.',.-�"--v'�r'=;v;^,%:s,r.•;;:..�:.�;.�, - , ,GV�:r�`"` ,�� n.i--�--/ � �`. \ I.
<br />O
<br />>
<br />r .
<br />:
<br />One story
<br />wood Frame 3•.95 / .. / / r• / , 1 i 11 r �'' , ��,., _�..`I
<br />1 1 11 11 • Building 1I 11 1 h• 1 1 11 1 . ./ 11 t• J ..
<br />.i • 1 a. a. a_ 1 ;V a_ a . 1 a• • 1 . ►. a_
<br />800 Front Street
<br />✓:
<br />533 l
<br />FF=35.0 Q � �_ /Z'
<br />2" ALUM CAP Q O `C
<br />PLS 14083 0� ; •'' GARAGE FLOOR = 21,25
<br />4Z4' Jv
<br />-;8" \ROOF DRAIN
<br />�Q 1 / r/ TO2" STORM /
<br />t SEWER
<br />l I i
<br />I;.
<br />2" ALUM CAP
<br />PLS 14083
<br />TO £
<br />REL D
<br />:
<br />-~-10'TYPE R INLET
<br />)
<br />J i (SEE DETAIL SHEE
<br />TRENCH DRAIN WITH MANHOLE. / ;' ,�i`:: >:::,} o EX
<br />PUMP AND DRAIN TO ALLEYEly
<br />"
<br />A UOT'T =5331.
<br />o SEEDETAIL
<br />SHEET'
<br />34.62Inv In -5329.0
<br />5.00Inv i Out=5328.9I.40
<br />X
<br />I / 10' Tyne R /n/et
<br />FL=5332.2' (n
<br />Inv Out 5
<br />-
<br />i
<br />32 9. 1'
<br />_ I
<br />r% i - _i`91 7 48 RCP
<br />i'
<br />i
<br />20 10 0 20 40
<br />1
<br />SCALE: 1"=20'
<br />=PROPOSED
<br />L/M/TS OF
<br />100 YEAR
<br />FLOODPLAIN
<br />(APPROX.)
<br />Storm Sew MH
<br />Rim=5332.3'
<br />Inv In W=5328, 3'
<br />Inv In E=5326.2'
<br />Inv Out S=5326.2'
<br />•�, .....ni,..n..ti<i.� rr_ti I 5
<br />t / ✓ r' Lffi 4 P(/G
<br />ci
<br />10' Type R Inlet
<br />FL =5J.31.7'
<br />} 1 -�a3` ` ,.. ,`_ 4: 32.20
<br />�I_ Inv /n N=5328.7
<br />✓� _ - -
<br />1.��_-.'f-:..:.=:_•-.--�-- Inv /n E=5327.7`
<br />�! 7� Inv Out W=5326.2'
<br />DAYLIGHT ROOF] - ., , .-.
<br />DRAIN TO ALLEY
<br />I
<br />ET NAIL & - -
<br />,,32.4
<br />PL 2209
<br />33;U.S;..:t, •32:9
<br />CHISEL -D
<br />R SS
<br />1.1
<br />C O �^
<br />48" RCP
<br />"
<br />------ *v ... g8 ..R' - ST ST
<br />BRICKWORK DETAIL TO ''•,.8' BUMPOUTr-' S 42" RCP
<br />BE INCLUDED WITH 33 _ r
<br />SEE <'DETAiL SHEET �, �'• NLE -TO BE
<br />CONSTRUCTION PLANS ) ( A
<br />1- Storm Sew MH
<br />5 TYPE R INLET `�ELd
<br />SEE DETAIL SHEET � " S RSP � Rim=5332.5'
<br />42" RCP ( S T ) _ [ h2 Inv --5,325.7'
<br />T ST % ST ST ST ST
<br />SPRUCE STREET $' DIA. MH
<br />5 60' RO,W (SEE DETAIL
<br />M-604-20) G
<br />Storm Sew MH
<br />Rim=53378'
<br />Inv In W=5328.6'
<br />Inv /n S=5331.6'
<br />Inv Out=5328.5'
<br />/ 0 ff NAIL
<br />XCH/SELED
<br />CROSS
<br />PROPOSED LIMITS OF
<br />100 YEAR FLOODPLAIN
<br />�APPRQX,) ,
<br />- Existing City of Louisville Librory
<br />Storm Sew MH /
<br />Rim=5332.8'
<br />Inv In =53278'
<br />Inv Out=5327.5'
<br />CHISELED CR SS
<br />I,
<br />I I
<br />I ,
<br />I
<br />I
<br />Storm Sew MH
<br />Rim=5332, 3' rill
<br />Inv In N=5328, 9' I
<br />Inv In SW=5326.9' '
<br />Inv Out E=5326.9'
<br />1
<br />HANDICAP RAMP j r'
<br />(SEE DETAIL SHEET)
<br />r
<br />i
<br />I
<br />1
<br />Ir NAIL & TAG
<br />®PLS 4846
<br />I
<br />I
<br />PROPOSED INTERMEDIATE CONTOUR .................... -34
<br />PROPOSED INDEX CONTOUR ............................. 3-c
<br />PROPOSED SPOT ELEVATION ...................................... . x 34.67
<br />(ALL C&G ELEVATIONS ARE rL U.N.o.)
<br />EX, INTERM£D/ATE CONTOUR ............................ ' - 5334- - -
<br />£X, INDEX CONTOUR ....................................... - - - -5335- - "
<br />cX. SPOT ELEVATIONS ............................................... x 35.34
<br />CATCH CURB AND GUTTER .............................. -----------
<br />(ALL OTHER SHALL BE SPILL)
<br />THICKENED EDGE WALK .................................. - - •
<br />HIGHPOINT.............................................................. HP
<br />GRADE BREAK.......................................................... GB
<br />P .. LP
<br />LOW POINT ............................................................
<br />TOP BACK OF CURB..........................................:.......TOC
<br />FLOWLINE............................................................. or FL
<br />18" RCP
<br />PROPOSED STORM SEWER ..................... - - - - - -
<br />PROPOSED ....... .
<br />Rq OSED MANHOLE .............................. .
<br />PROPOSED CLEAN OUT ....................................... 0 C
<br />PROPOSED MANHOLE DESIGNATOR ................................ 1
<br />PROPOSED INLET I ............
<br />RO OSED I LE DESIGNATOR ............... .
<br />2
<br />EX. STORM CUL BERT OR -EX. 54'' CMP
<br />- - - - -
<br />LARGE DIAMETER STORM SEWER ................ C -
<br />EX, 18" RCP STORM
<br />EX. STORM SEWER ............................. ST
<br />EX, MANHOLE ..................................................... ®may
<br />EX> MANH LE E / NA T R .. ..... .
<br />EX. INLET DES/GNA TOR ....................................... g
<br />NOTE.•
<br />SLANTED TEXT ON DRAWIN,^.
<br />DENOTES EXIST/NG FEATURE.
<br />TOPOGRAPHIC INFORMATION
<br />PROVIDED BY GEOSURV.
<br />DATED 5/10/2004.
<br />NOTE:
<br />ALL EXISTING LANDSCAPING, CURB,
<br />GUTTER, STORM LINES AND
<br />PAVEMENT WITHIN THE PROPERTY
<br />BOUNDARY SHALL BE DEMOLISHED.
<br />ALL EXISTING LIVE UTILITIES SHALL
<br />BE RELOCATED.
<br />NOTE:
<br />1. EXISTING LIGHT POLES ARE TO
<br />BE SAVED, STORED AND RE USED.
<br />2. EXISTING MINORS MONUMENT TO
<br />BE SAVED.
<br />3. CONTRACTOR IS TO STOCKPILE
<br />AND RE -USE EXISTING BRICKS.
<br />NOTE:
<br />100 YEAR FLOODPLAIN
<br />EL. = 5332.8
<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 />O
<br />0
<br />0
<br />0
<br />0
<br />0
<br />O
<br />0
<br />0
<br />0
<br />0
<br />0
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<br />0
<br />0
<br />0
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<br />0
<br />O
<br />0
<br />0
<br />0
<br />0
<br />O
<br />O
<br />0
<br />0
<br />O
<br />0
<br />0
<br />0
<br />0
<br />O
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />O
<br />O
<br />0
<br />0
<br />0
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<br />O
<br />0
<br />O
<br />0
<br />0
<br />O
<br />0
<br />O
<br />0
<br />0
<br />0
<br />O
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />O
<br />O
<br />O
<br />0
<br />0
<br />0
<br />O
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />O
<br />O
<br />0
<br />O
<br />O
<br />0
<br />O
<br />O
<br />0
<br />CITY OF
<br />LOUISVILLE
<br />CITY COUNCIL APPROVAL
<br />8 FEBRUARY 2005
<br />PUD REVISIONS
<br />24 NOVEMBER 2004
<br />PRELIMINARY PUD REVISIONS
<br />03 SEPTEMBER 2004
<br />PRELIMINARY PUD
<br />20Ju LY 2004
<br />;`y::
<br />Architects,PC
<br />0
<br />0 All reports, plans, specifications, computerfiles, field data, notes
<br />o and other documents and instruments prepared by the
<br />O Architect as instruments of service shall remain the property of
<br />0 the Architect. The Architect shall retain all common law,
<br />o statutory and other reserved rights, including copyright thereto.
<br />O
<br />0
<br />0
<br />0
<br />0 Drexel, Barrell & Co.
<br />0 Engineers - Surveyors
<br />0 4840 PEARL EAST CIRCLE, SUITE 114
<br />o BOULDER, COLORADO 80301
<br />o (303) 442-4338
<br />0 CONTACT: T
<br />0 BARBARA N. WEISS, P.E.
<br />0
<br />E-5549 6D 045
<br />0
<br />0
<br />0
<br />0G RADING P LAN
<br />0
<br />0
<br />0
<br />0
<br />O
<br />0
<br />O
<br />0
<br />0
<br />O
<br />0
<br />0
<br />0
<br />O
<br />O
<br />O
<br />o PROJECT PROJECT DRAWN CHECKED
<br />0
<br />oNo• CIVIL BY BY
<br />0 ENGINEER
<br />0 2ASi2 BNW 1"AA/0N BNW
<br />0
<br />NOT FOR CONSTRUCTION
<br />0
<br />O
<br />0 SHEET No.
<br />0
<br />O
<br />O G1
<br />O
<br />0
<br />0
<br />O
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />
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