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H:\E5814\Enginieering\Sheets\5814GPOP.dwg, Layoutl, 9/20/2007 9:59:25 AM, 1:1, Drexel, Barrell & Co.,maa
<br />/-
<br />•
<br />•
<br />•
<br />•
<br />▪ •
<br />•
<br />•
<br />SOUTH 104TH -STREET
<br />'is
<br />DRIVE RAMP
<br />15
<br />iS
<br />is is
<br />r EX 18" RCP STORM
<br />is
<br />-----------------------------
<br />/ A SEX TYPE R' INLET
<br />AD
<br />/ RIM = 289.32
<br />INV = 283.48
<br />EX STORM MH
<br />-R/M= 289.59
<br />/NV N = -264:87-
<br />/NV E = 283.67
<br />EX STORM MH
<br />RIM _= _2.89.33
<br />/NV IV = 284.-35.._
<br />/NV W = 283.08
<br />/NV S = 281.61
<br />.1.5 IS
<br />DRIVE RAMP
<br />1s is is
<br />EX 24" RCP STORM
<br />is INV W = 28411
<br />6 Mnnim0 rnnT
<br />TYPE 'C' INLET
<br />_ _.INV.- =--284:f34--
<br />15
<br />1s
<br />EX 30" RCP STORM
<br />is
<br />STORM
<br />&BL/C)
<br />`c -
<br />.
<br />N
<br />\
<br />`\
<br />'.a4
<br />t--
<br />18" RC STORM
<br />r (PR )--/
<br />-
<br />Elm DETE TION r;
<br />--R-OW' 2 28a
<br />X 18" RCP STORM \
<br />og! is 2
<br />\ ;EX. 18" RCP I STOR TO BE1,,,(
<br />\\.
<br />REMOO D PAST I
<br />q, ONNE TION;
<br />INI
<br />N
<br />PROPOSED SIDEWALK
<br />EASEMENT
<br />90,
<br />`
<br />•
<br />•
<br />•
<br />I
<br />•
<br />SF TYPE
<br />F.L.
<br />INV., OU,
<br />90•26
<br />•
<br />•
<br />•
<br />•
<br />I
<br />18" RCP STORM
<br />PRIVATE
<br />8" PVC STORM (PRIVATE)
<br />STD 4' STORM MH
<br />RIM = 294.71,
<br />INV IN = 289.67
<br />INV OUT = 289.67,
<br />STD 4' STORM MPI\
<br />RIM = 294.50
<br />INV IN (N)= 288.55 \\
<br />\INV IN (S)= 288.88 \
<br />INV OUT = 288.45
<br />///:
<br />STD 4' STORM MH
<br />RIM = 292.12
<br />INV IN (N)= 287.33
<br />..'5 9 INV IN (W)= 287.J0
<br />IMV OUT = 286.90
<br />•
<br />•
<br />•
<br />•
<br />•
<br />•
<br />•
<br />I
<br />I
<br />6-J00
<br />\STD 4' STORM MH
<br />RIM = 295.62
<br />INV\ IN = 290.67
<br />INV CUT = 290.57
<br />20 LF 12" TRENCH
<br />DRAIN
<br />GRATE = 293.3
<br />3Z --LF 12" TRENCH DRAIN
<br />GRATE--= 293.5
<br />INV OUT =\292.00
<br />20,LF 12" TRENCH DR
<br />j
<br />GRATE,= 293.5
<br />▪ INV OUT = 292.00 I INV OUT =-2.92.00
<br />6" PVC ROOF`
<br />DRAIN (TYP) INV = 291.96
<br />32 LF 12" TRENCH" DRAIN
<br />GRATE = 291.5 s?�
<br />INV OUT = 290.00
<br />-20 LF 12" TRENC} .QRAIN
<br />GRATE = 291.5
<br />INV OUT = 290.00
<br />6" PVC ROOF
<br />DRAIN (TYP)
<br />•
<br />N
<br />N
<br />•
<br />-Os
<br />STD 4' STORM MH
<br />RIM = 293.00,,
<br />INV IN = 288.35'
<br />INV OUT = 288.25
<br />ZO LF 12" TRENCH DRAIN
<br />GRATE = 291.5
<br />INV OUT. = 290.00
<br />294
<br />s 0 c,..
<br />STORM •',
<br />(PRI V, \TE);
<br />8" PVC. STORM (PRIVATE - /STD 4' STORM MH
<br />.. R.OM.<1.2'-1 -TJR DRAIN .:
<br />INV
<br />INV., OUT: =°.291:217
<br />INV '= 2.89.96
<br />-4
<br />-5295-_.
<br />DRIVE RAMP
<br />I
<br />'CO�
<br />\
<br />\\
<br />•
<br />•
<br />•
<br />•
<br />2s
<br />Mira MM.
<br />300
<br />PREP Drexel, Barrell & Co.
<br />1800 38TH STREET BOULDER, COLORADO 80301
<br />COLORADO SPRINGS
<br />(719) 260-0887
<br />• GREELEY
<br />(970) 351-0645
<br />CONTACT: JIM BRZOSTOWICZ, P.E.
<br />Engineers • Surveyors
<br />(303) 442-4338
<br />GRAND JUNCTION
<br />(970) 257-1350
<br />STEAMBOAT SPRINGS
<br />(970) 879-1523
<br />•
<br />PREPARED FOR:
<br />:/ r. 4
<br />ANL
<br />_
<br />it , y29° ..5298"
<br />_ ��
<br />\------r---4'1 / . ,. _
<br />II
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<br />/
<br />r i T
<br />4, t L. Ui '/ 1s♦P.
<br />=1
<br />29
<br />•--5299-
<br />£X_ 18" RCP S7b,'M is
<br />/
<br />/
<br />/
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<br />•
<br />a
<br />\
<br />•
<br />\ �ti
<br />\••l
<br />•
<br />•
<br />•
<br />•
<br />•
<br />'SI
<br />•
<br />•
<br />•
<br />N
<br />JM ASSOCIATES INC
<br />5777 CENTRAL AVE STE 110
<br />BOULDER, COLORADO 80301
<br />(303) 449-1887
<br />CONTACT: JERRY MOORE
<br />PROJECT INFO:
<br />COLORADO TECH CENTER LOTS 2&3
<br />DOGWOOD STREET & S. 104TH
<br />LOTS 2&3
<br />LOUISVILLE, COLORADO
<br />DESIGNED BY: REVISION DESCRIPTIONS
<br />MAA CITY COMMENTS
<br />DRA‘.N BY:
<br />CHECKED BY:
<br />CI
<br />JAB
<br />/
<br />/
<br />/
<br />/
<br />/
<br />/
<br />/
<br />/
<br />/
<br />5' TYPE 'R' INLET
<br />F.L. = 291.20
<br />INV OUT = 286.29
<br />30 20 10 0
<br />DATE DRAWING INFO.
<br />30 JULY 2007
<br />30
<br />SCALE: 1"=30'
<br />LEGEND
<br />PROPOSED INTERMEDIATE CONTOUR
<br />PROPOSED INDEX CONTOUR . 6°
<br />PROPOSED SPOT ELEVATION
<br />(ALL C&G ELEVATIONS ARE E U.N.O.) x 54.67
<br />EX INTERMED/ATE CONTOUR. - ' - -5364- - - -
<br />EX INDEX CONTOUR - - -5365- -
<br />EX SPOT ELEVATIONS x45.34
<br />CATCH CURB AND GUTTER . a
<br />(ALL OTHER SHALL BE SPILL)
<br />HIGH POINT HP
<br />GRADE BREAK GB
<br />LOW POINT.
<br />PROPOSED STORM SEWER
<br />PROPOSED MANHOLE -
<br />PROPOSED MANHOLE DESIGNATOR
<br />PROPOSED INLET DESIGNATOR
<br />EX STORM SEWER
<br />EX MANHOLE
<br />EX MANHOLE DESIGNATOR
<br />EX INLET DESIGNATOR
<br />-64
<br />LP
<br />Sr
<br />caMH
<br />CATCH CURB AND GUTTER
<br />(ALL OTHER SHALL BE SPILL)
<br />63
<br />IS 21 IS MS MK sla
<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 />GRADING PLAN
<br />DATE:
<br />14 JUNE 2007
<br />SCALH: 1".30'
<br />V: NONE
<br />JOB NO:
<br />SHEET
<br />E-5814 Cl
<br />DRAWING NO.:
<br />SHEETS
<br />6D 296 3
<br />CD CD IV
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<br />. ..._..._.._ ,.._.......
<br />-.. .,..:. ._.......ww
<br />�.....-
<br />www.. ww...,w....._..,_....,...,.,......
<br />5n.
<br />'
<br />11
<br />4
<br />I
<br />�.
<br />•
<br />SF TYPE
<br />F.L.
<br />INV., OU,
<br />90•26
<br />•
<br />•
<br />•
<br />•
<br />I
<br />18" RCP STORM
<br />PRIVATE
<br />8" PVC STORM (PRIVATE)
<br />STD 4' STORM MH
<br />RIM = 294.71,
<br />INV IN = 289.67
<br />INV OUT = 289.67,
<br />STD 4' STORM MPI\
<br />RIM = 294.50
<br />INV IN (N)= 288.55 \\
<br />\INV IN (S)= 288.88 \
<br />INV OUT = 288.45
<br />///:
<br />STD 4' STORM MH
<br />RIM = 292.12
<br />INV IN (N)= 287.33
<br />..'5 9 INV IN (W)= 287.J0
<br />IMV OUT = 286.90
<br />•
<br />•
<br />•
<br />•
<br />•
<br />•
<br />•
<br />I
<br />I
<br />6-J00
<br />\STD 4' STORM MH
<br />RIM = 295.62
<br />INV\ IN = 290.67
<br />INV CUT = 290.57
<br />20 LF 12" TRENCH
<br />DRAIN
<br />GRATE = 293.3
<br />3Z --LF 12" TRENCH DRAIN
<br />GRATE--= 293.5
<br />INV OUT =\292.00
<br />20,LF 12" TRENCH DR
<br />j
<br />GRATE,= 293.5
<br />▪ INV OUT = 292.00 I INV OUT =-2.92.00
<br />6" PVC ROOF`
<br />DRAIN (TYP) INV = 291.96
<br />32 LF 12" TRENCH" DRAIN
<br />GRATE = 291.5 s?�
<br />INV OUT = 290.00
<br />-20 LF 12" TRENC} .QRAIN
<br />GRATE = 291.5
<br />INV OUT = 290.00
<br />6" PVC ROOF
<br />DRAIN (TYP)
<br />•
<br />N
<br />N
<br />•
<br />-Os
<br />STD 4' STORM MH
<br />RIM = 293.00,,
<br />INV IN = 288.35'
<br />INV OUT = 288.25
<br />ZO LF 12" TRENCH DRAIN
<br />GRATE = 291.5
<br />INV OUT. = 290.00
<br />294
<br />s 0 c,..
<br />STORM •',
<br />(PRI V, \TE);
<br />8" PVC. STORM (PRIVATE - /STD 4' STORM MH
<br />.. R.OM.<1.2'-1 -TJR DRAIN .:
<br />INV
<br />INV., OUT: =°.291:217
<br />INV '= 2.89.96
<br />-4
<br />-5295-_.
<br />DRIVE RAMP
<br />I
<br />'CO�
<br />\
<br />\\
<br />•
<br />•
<br />•
<br />•
<br />2s
<br />Mira MM.
<br />300
<br />PREP Drexel, Barrell & Co.
<br />1800 38TH STREET BOULDER, COLORADO 80301
<br />COLORADO SPRINGS
<br />(719) 260-0887
<br />• GREELEY
<br />(970) 351-0645
<br />CONTACT: JIM BRZOSTOWICZ, P.E.
<br />Engineers • Surveyors
<br />(303) 442-4338
<br />GRAND JUNCTION
<br />(970) 257-1350
<br />STEAMBOAT SPRINGS
<br />(970) 879-1523
<br />•
<br />PREPARED FOR:
<br />:/ r. 4
<br />ANL
<br />_
<br />it , y29° ..5298"
<br />_ ��
<br />\------r---4'1 / . ,. _
<br />II
<br />it , ' 1
<br />/
<br />\
<br />/
<br />r i T
<br />4, t L. Ui '/ 1s♦P.
<br />=1
<br />29
<br />•--5299-
<br />£X_ 18" RCP S7b,'M is
<br />/
<br />/
<br />/
<br />•
<br />•
<br />a
<br />\
<br />•
<br />\ �ti
<br />\••l
<br />•
<br />•
<br />•
<br />•
<br />•
<br />'SI
<br />•
<br />•
<br />•
<br />N
<br />JM ASSOCIATES INC
<br />5777 CENTRAL AVE STE 110
<br />BOULDER, COLORADO 80301
<br />(303) 449-1887
<br />CONTACT: JERRY MOORE
<br />PROJECT INFO:
<br />COLORADO TECH CENTER LOTS 2&3
<br />DOGWOOD STREET & S. 104TH
<br />LOTS 2&3
<br />LOUISVILLE, COLORADO
<br />DESIGNED BY: REVISION DESCRIPTIONS
<br />MAA CITY COMMENTS
<br />DRA‘.N BY:
<br />CHECKED BY:
<br />CI
<br />JAB
<br />/
<br />/
<br />/
<br />/
<br />/
<br />/
<br />/
<br />/
<br />/
<br />5' TYPE 'R' INLET
<br />F.L. = 291.20
<br />INV OUT = 286.29
<br />30 20 10 0
<br />DATE DRAWING INFO.
<br />30 JULY 2007
<br />30
<br />SCALE: 1"=30'
<br />LEGEND
<br />PROPOSED INTERMEDIATE CONTOUR
<br />PROPOSED INDEX CONTOUR . 6°
<br />PROPOSED SPOT ELEVATION
<br />(ALL C&G ELEVATIONS ARE E U.N.O.) x 54.67
<br />EX INTERMED/ATE CONTOUR. - ' - -5364- - - -
<br />EX INDEX CONTOUR - - -5365- -
<br />EX SPOT ELEVATIONS x45.34
<br />CATCH CURB AND GUTTER . a
<br />(ALL OTHER SHALL BE SPILL)
<br />HIGH POINT HP
<br />GRADE BREAK GB
<br />LOW POINT.
<br />PROPOSED STORM SEWER
<br />PROPOSED MANHOLE -
<br />PROPOSED MANHOLE DESIGNATOR
<br />PROPOSED INLET DESIGNATOR
<br />EX STORM SEWER
<br />EX MANHOLE
<br />EX MANHOLE DESIGNATOR
<br />EX INLET DESIGNATOR
<br />-64
<br />LP
<br />Sr
<br />caMH
<br />CATCH CURB AND GUTTER
<br />(ALL OTHER SHALL BE SPILL)
<br />63
<br />IS 21 IS MS MK sla
<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 />GRADING PLAN
<br />DATE:
<br />14 JUNE 2007
<br />SCALH: 1".30'
<br />V: NONE
<br />JOB NO:
<br />SHEET
<br />E-5814 Cl
<br />DRAWING NO.:
<br />SHEETS
<br />6D 296 3
<br />CD CD IV
<br />gto
<br />rh EiW
<br />..
<br />mg
<br />n N
<br />e =-
<br />0 413
<br />- Cl)
<br />
|