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<br />CEN'ER
<br />)r r
<br />EX. STORM INLET
<br />5328.21
<br />5324.45
<br />TW
<br />BW
<br />1
<br />lo)
<br />5322.98 BW
<br />5326.47 TW
<br />EX. 20' DRAINAGE EASEMENT (TYP.)
<br />17
<br />p
<br />Lk.) Lki
<br />±430 LF RETAINING WALL
<br />MAX HEIGHT: ±3.9'
<br />EX. STORM LINE
<br />A L,
<br />FIRS Ir FIUNG
<br />, t c -r) \
<br />I \-
<br />\ 1 \5322.07 TW
<br />1 \ 5321.73 BW
<br />Incv
<br />itt
<br />CITY OF LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO /
<br />LOT 1, BLOCK 1 - THE PARK AT C.T.C. FIRST FILING
<br />- -5322 - - -
<br />/
<br />1
<br />5322
<br />?FN.'
<br />/ to
<br />321.66\•--5320.42
<br />5
<br />531.47''
<br />4.) 5320.44
<br />(•\/
<br />4r/ 5319.95
<br />I I
<br />5321.47
<br />1 CD
<br />N
<br />N rr)
<br />L.c)
<br />I
<br />/
<br />/
<br />I (
<br />I I 'flo
<br />5322.14
<br />I I
<br />I
<br />1
<br />/
<br />(
<br />I
<br />I I
<br />2.78%
<br />I 5319.77
<br />5320.93
<br />1 2.96%
<br />5319.90 /
<br />,.15%
<br />\ 3.15%
<br />\
<br />te)
<br />fl
<br />11 NM EL.
<br />/ 5322.00
<br />5324.00
<br />5321.52
<br />/
<br />/
<br />EX. STORM INLET
<br />„
<br />Lfi
<br />,
<br />11 1E111 I •
<br />TW 5324.00
<br />BW 5320.00
<br />/
<br />/
<br />-
<br />gmcz
<br />5320 -
<br />-5323
<br />Son ONO
<br />-5322
<br />14A!
<br />ih • --141'
<br />5322..42 ME /11
<br />5322.26 MEJ
<br />/1..4
<br />5321.88 ME I
<br />.1 / fri
<br />5321.88 ME
<br />11 /
<br />5321.56/ME.
<br />Id
<br />5321.48 ME I
<br />5321.83 MO
<br />4
<br />5322.06 ME:
<br />WIDE MAINTENANCE EASEMENT
<br />--5322.95
<br />mt9 N
<br />1.83.1% 1
<br />5322.87
<br />5323.12
<br />I
<br />5323.35---x
<br />5323.1 26''‘'
<br />5322.62!
<br />5323.87
<br />5321-
<br />FLEv)(13UDG
<br />L-- - - - -
<br />/40,838 SFI
<br />PRIVATE STORM INLET
<br />--nrC.,1
<br />P Rer t-`1,17 ,
<br />i. LAS, „I
<br />PRIVATE STORM LINE
<br />TW 5324.00 /
<br />BW 5320.00
<br />5323.69
<br />5324.08
<br />c1\ \
<br />010
<br />Lo cogy
<br />\--D-D (5\ I 5319.90
<br />5319.77
<br />L5\
<br />2.69%
<br />PRIVATE STORM INLET
<br />/
<br />/
<br />„..,,,PRIVATE STORM LINE
<br />1
<br />( 5319.90
<br />PRIVATE FLARED END SECTION
<br />EX. STMH
<br />4:
<br />5314
<br />-15317i0 BW=. -531 -5316.98 BW
<br />5319.65 TW 5319.64
<br />-5320
<br />r -
<br />N..-- ----
<br />TW 5324.00
<br />-BW 5320.00
<br />- -
<br />,--- -
<br />I
<br />/
<br />5323.08
<br />532.26
<br />5322.29-j
<br />5323.07
<br />5323.29._
<br />2
<br />14
<br />EX. PUBLIC STMH
<br />(N/
<br />to
<br />5323.40 5321.59'
<br />5323.18
<br />-'322.22
<br />5323.40 5321.54-Y
<br />• •i
<br />5320- -I
<br />5323.93-.0.
<br />11)
<br />5323.42
<br />5323.10
<br />•
<br />• • •
<br />L
<br />I i
<br />EX. 10' WIDE UTILITY EASEMENT
<br />lir
<br />0\1 :01:
<br />PRIVATE STORM INLET
<br />1,04,3:
<br />5323.N
<br />5323.39
<br />523.24
<br />4.44%Ge
<br />'1 5323.15
<br />5319.54 ME ifl
<br />r0.
<br />53143 ME/
<br />31 9.11 M(..
<br />5321.55
<br />0,9
<br />5323.26
<br />5321.51?
<br />5319.04 ME
<br />5319.35 MEP.r
<br />5319.01 MEIJ
<br />5318.93 ME •
<br />1
<br />5518.61 ME4.
<br />dit Hi
<br />5321.67
<br />1 1 /
<br />5321.02
<br />PROPOSED PRIVATE STORM LINE
<br />5322""
<br />DRAINAGE
<br />EASEMENT
<br />5319
<br />- 5321
<br />- -
<br />5313
<br />z
<br />•
<br />....••:
<br />r--5323.40
<br />z
<br />,,,,
<br />5'32,5.07
<br />• • • •
<br />5.06z
<br />5321.52 --I'
<br />5323.02
<br />P323.3/51
<br />5321.41
<br />5317
<br />5316
<br />531E
<br />5321
<br />5322
<br />.7X .3gt
<br />±227 LF RETAINING WALL
<br />MAX HEIGHT: ±3.0'
<br />07 imp, SIM
<br />EX. 20 WIDE
<br />DITCH EASEMENT
<br />5320 72
<br />5317.50
<br />5319:6S BW
<br />„, •
<br />PRIVATE STORM LINE
<br />..111
<br />Ea'
<br />•
<br />itt
<br />•
<br />PRIVATE STORM INLET
<br />.1-111
<br />EX. PUBLIC STMH
<br />" PRIVATE STORM MANHOLE
<br />CONTROL STRUCTURE -'
<br />PRIVATE FLARED END SECTION
<br />•
<br />EX. 20' WIDE DRAINAGE
<br />AND UTILITY EASEMENT
<br />---
<br />/ /
<br /><,../'Dnr
<br />.,,,
<br />...--, --0__,..!__,:-_,...„ -_,_ __-....---,.....4----iA.,,,.....•• ------
<br />/ v ,5322.Q0 TW
<br />.,----
<br />,
<br />5318.50 BW
<br />EX. STORM LINE
<br />5321.02-•
<br />5321. 58
<br />5321. 59
<br />-PRIVATE STORM LINE
<br />-1111•1111
<br />..,T•
<br />5320,38
<br />5320.38
<br />raav,
<br />•••••--
<br />±56 LF RETAINING WALL W/ HANDRAIL
<br />/
<br />1
<br />- )
<br />A4,
<br />ADN
<br />MAX HEIGHT: ±3.7'N
<br />ii329.87!
<br />/
<br />- - -5321.56 TW/1
<br />,,e4r
<br />„„,„ ....
<br />EXISTING PRIVATE
<br />STORM PIPE STUB TO BE
<br />CONNECTED TO
<br />PROPOSED PRIVATE
<br />STORM PIPE
<br />.......................
<br />EX. PUBLIC FLARED
<br />END SECTION
<br />. .....
<br />N. EX. PUBLIC
<br />\:7-<",•,•:... STORM INLET
<br />EX. PUBLIC STMH
<br />EX. PUBLIC
<br />STORM INLET
<br />•
<br />• • •
<br />LEGEND
<br />OMNI MIMI
<br />PROPERTY LINE
<br />11 EXISTING GRADE CONTOUR
<br />12
<br />GB GB
<br />0
<br />2.00%
<br />GENERAL NOTES
<br />PROPOSED GRADE CONTOUR
<br />PROPOSED HIGH POINT/GRADE
<br />BREAK
<br />4) PROPOSED STORM SEWER PIPE
<br />PROPOSED STORM SEWER INLET
<br />PROPOSED STORM SEWER
<br />MANHOLE
<br />FLOW ARROW
<br />EXISTING GRADE SPOT
<br />ELEVATION
<br />FINISHED GRADE SPOT
<br />ELEVATION
<br />DELINEATION OF ADA PARKING
<br />AND ACCESS. SLOPES NOT TO
<br />EXCEED 2% IN THIS AREA.
<br />RIP RAP
<br />1. ALL SPOT GRADE ELEVATIONS ARE CURB FLOWLINE
<br />ELEVATIONS UNLESS INDICATED OTHERWISE.
<br />2. ADD 0.5' TO SPOT GRADE ELEVATIONS FOR TOP OF CURB
<br />ELEVATIONS, UNLESS OTHERVVISE INDICATED.
<br />ALL SLOPES ACROSS ADA PARKING SPACES AND ROUTES
<br />SHALL BE 2% MAX. IN ALL DIRECTIONS.
<br />3. ALL ACCESS DRIVES SHALL BE CONSTRUCTED AS RAMP
<br />DRIVES WITH DETACHED SIDEWALKS. EXISTING SIDEWALK
<br />SHALL BE REPLACED AS DIRECTED BY CITY STAFF DUE
<br />TO GRADE/ALIGNMENT ISSUES.
<br />4. ALL PROPOSED STORM IMPROVEMENTS SHALL BE
<br />PRIVATELY OWNED AND MAINTAINED.
<br />5. ALL RETAINING WALLS OVER 30" SHALL PROVIDE EITHER
<br />A HANDRAIL OR A HEDGE FOR SAFETY PROTECTION
<br />ABBREVIATION LEGEND
<br />ME - MATCH EXISTING
<br />TC - TOP OF CURB
<br />TP - TOP OF PAVEMENT
<br />TW - TOP OF WALL
<br />BW - BOTTOM OF WALL
<br />FES - FLARED END SECTION
<br />•
<br />1
<br />/-EXISTING BUILDING
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />i -PROPERTY LINE
<br />PROP. RETAINING WALL.
<br />MAX HEIGHT: ±3.9'
<br />CROSS SECTION A -A
<br />N.T.S.
<br />GRAPHIC SCALE IN FEET
<br />0 1p 310 60
<br />'c5
<br />0
<br />0
<br />PUD COMMENT RESPONSE 1
<br />APPROVED CITY COUNCIL PLANS
<br />0
<br />?•,i' .s...§§
<br />00
<br />0
<br />0
<br />00
<br />0
<br />0
<br />0
<br />L
<br />Q.)
<br />DESIGNED BY: DLS
<br />DRAWN BY: STC
<br />CHECKED BY: DS
<br />DATE: 02/28/2017
<br />0.
<br />LL
<br />•LL
<br />o
<br />0
<br />0_
<br />_J
<br />LU
<br />2 co
<br />0
<br />0
<br />0:1
<br />0
<br />PRE AR Y
<br />FOR REVIEW ONLY
<br />NOT FOR
<br />CONSTRUCTION
<br />P'111111111/11
<br />1\11111 1
<br />Kimley-Hom and Associates, Inc.
<br />PROJECT NO.
<br />096501001
<br />DRAWING NAME
<br />GRADING PLAN
<br />5
<br />
|