|
LOT 10,
<br />DLOCK
<br />1
<br />1
<br />60.00'
<br />>- ROW
<br />co
<br />en"
<br />F -
<br />z
<br />w
<br />LJ
<br />0
<br />0
<br />>-
<br />a
<br />0
<br />th
<br />CENTERLINE 07 ROADWAY
<br />LOT 2, BLOCK 2/
<br />• 11
<br />/
<br />S1 8'19"E....
<br />260.64'
<br />•5333
<br />I I I I • 11101.
<br />/5 = 0.5%
<br />STORM MANHOLE
<br />GRATED RIM=5331.21
<br />INV=5325.68
<br />OFFICE/WAREHOUSE BUILOING
<br />Loi LOT 4, BLOCK 2
<br />1
<br />10'
<br />DRAINAGE
<br />'EASEMENT
<br />16,470 SQ. FT./
<br />/
<br />(B(/
<br />L_DING LONG AXIS PARALLEL TO NORTH AOPERTY LINE)
<br />FF = 5334.00 /
<br />11
<br />\
<br />2513‘313'32:6c3/:\ \:' WALK
<br />r
<br />S LANDSCAPE{SPISPILL
<br />cu
<br />\-HAN1246AP RAMP
<br />/
<br />BIKE RACK
<br />\ \
<br />,
<br />k \
<br />TRASH
<br />ENCL.
<br />5333.69
<br />5333.19
<br />INSTALL BOLLARD
<br />-(TYP. OF/2)
<br />\ \ \
<br />\ k
<br />, \
<br />•• • • • • 1111 d •
<br />PROPOSED
<br />TYPE 13 INLET
<br />\ \
<br />i
<br />•
<br />/1 II
<br />RB HANDR.,AP
<br />11)
<br />0
<br />z -...-------174ANDRAIL
<br />PNIPE \
<br />E
<br />< .
<br />0 UUNILKE. rE
<br />(!)
<br />0 LOADING DOCK
<br />'cc
<br />10'
<br />D AINA
<br />ASEME
<br />UTILI
<br />/ 4'
<br />LANDSCA
<br />35 EASEMENT
<br />Cg
<br />0
<br />FL
<br />5333.62
<br />,t*ii
<br />FL oft i§
<br />5333:20
<br />t
<br />44/
<br />OVERHEAD C NOPY\
<br />\ \
<br />(TYP. OF 3
<br />•., \ % ,, ‘ , s i
<br />. \, , t,
<br />•,, .k \ 1, 1 Is % \ ,. V. \ , 't \ •',
<br />1 ‘ \ \ k \ ' \ '\. \ \ \
<br />k '1 ",
<br />s 1,' • ' E \ \
<br />\ \ \ \A \ ‘ 1 ,,, ‘ ,
<br />\ ;,.0\ \ ; k
<br />1 1.}
<br />St •
<br />co
<br />1101 5'333
<br />IV TRASH 4%
<br />6' WALK (i) ENCL.
<br />5332.4
<br />j 5333.7
<br />.00
<br />..... " • • •
<br />. • r
<br />„ . „ .......... .
<br />FL RAMPS 5332.27
<br />5333.05 I
<br />DRAINAGE SUMMARY
<br />DESIGN BASIN
<br />POINT
<br />1 A-1
<br />2 A-2
<br />3 A-3
<br />B
<br />4
<br />TABLE
<br />5
<br />SIGN
<br />9N,
<br />9
<br />5333.45 53
<br />332.98
<br />R3.00'
<br />(TYP.)
<br />-•••
<br />, . . . ..... ....... • . • . • • • • • • • • • •
<br />5332
<br />m- • . ........ ,
<br />. . ............ •7•77`,7`.
<br />......... . .
<br />L
<br />:1
<br />1'
<br />N /
<br />AREA
<br />(ACRES)
<br />0.97
<br />0.09
<br />0.04
<br />0.03
<br />0.09
<br />55333344..0577 (W3
<br />PILL CURBI-- 0' LIGHT
<br />5331
<br />2.0.3354.1524/0
<br />A
<br />5333.65
<br />... ....
<br />....... .
<br />• ..... . • . • . • . . • . . • . • . • . • . . . . . . .......... . . .'8'9.
<br />336
<br />• IND
<br />01
<br />41111•10 .1111111•111.
<br />20
<br />0
<br />10
<br />GRAPHIC SCALE
<br />20
<br />40
<br />EXISTING FENCE
<br />THE PARK
<br />AT C.T.C.
<br />I FLOOD WARNING SIGN
<br />• • • • •' • • • . . ...... ' .
<br />Ai
<br />N8918 -19-w 53.32 7, 2
<br />I
<br />- ,Lu
<br />,, lei)
<br />\
<br />cL,
<br />Li
<br />260.72'
<br />r
<br />EXISTING CONCRETE WALK
<br />I
<br />I
<br />I
<br />10 -YR FLOW
<br />(CFS)
<br />4.74
<br />0.17
<br />0.06
<br />0.06
<br />0.23
<br />100 -YEAR FLOW
<br />(CFS)
<br />8.08
<br />0.57
<br />0.19
<br />0.19
<br />0.57
<br />'
<br />.., "
<br />,,, .
<br />\ • \ \ \ ': i. .' •,, ‘ \ '
<br />O A
<br />-533--
<br />EXISTING BUILDING
<br />1.50'
<br />2.00'
<br />1 . 0 0'
<br />' WARNING: '
<br />THIS AREA
<br />IS A
<br />DETENTION
<br />POND AND
<br />IS SUBJECT
<br />TO PERIODIC
<br />FLOODING
<br />TO A DEPTH
<br />,jr
<br />/ \ /x//,‘•,/,/,'
<br />./ ••• / / \
<br />./ /\
<br />\ \ \ • \
<br />\/ xv
<br />METAL SIGN,
<br />BLACK LETTERS,
<br />YELLOW BACKGROUND
<br />FLOOD WANING WARNING SIGN
<br />DETENTION POND
<br />OUTLET STRUCTURE- -
<br />(SEE---DE.TAILS)
<br />\ \ \ \
<br />\ • ;
<br />.1,
<br />\ \
<br />F -
<br />EXISTING STORM MANHOLE
<br />GRATED RIM=5329.77
<br />INV=5324.24
<br />ELEV= 5331.87
<br />100 -YR ELEV= 5331.80
<br />10 -YR ELEV= 5331.53
<br />g
<br />A
<br />A
<br />( IN FEET )
<br />1 inch = 20 ft.
<br />Lt L90'
<br />5332.00
<br />5331.80
<br />s-5331.53
<br />3" ORIFICE
<br />FL=5330.39
<br />SECTION A -A
<br />N. T. S.
<br />15" PVC
<br />3" ORIFICE
<br />FL=5330.39
<br />PLAN VIEW
<br />N.T.S.
<br />/1=5330.22
<br />15" X 14' PVC N N
<br />OUTLET PIPE
<br />DETENTION POND
<br />OUTLET STRUCTURE DETAILS
<br />DACK OF CURB
<br />FLOWLINE
<br />FL= 5329.8
<br />EXISTING DRAIN
<br />80
<br />LEGEND
<br />MIMI. MINIM
<br />5334
<br />53,34
<br />X
<br />•
<br />0-4
<br />5333.00
<br />5332.50
<br />///. /,'/••••/"//// /////
<br />,Zammtatam
<br />VICINITY MAP
<br />PROPERTY LINE
<br />PROPOSED IMPROVEMENTS
<br />PROPOSED CENTERLINE - BY OTHERS
<br />PROPOSED CURB & GUTTER
<br />PROPOSED CURB & GUTTER - BY OTHERS
<br />PROPOSED CONTOURS
<br />EXISTING CONTOURS
<br />EXISTING EASEMENT
<br />EXISTING FENCE
<br />FOUND IRON PIN & CAP (LS 13487)
<br />FOUND IRON PIN & CAP (LS 15315)
<br />EXISTING WATER MAIN
<br />PROPOSED WATER MAIN - BY OTHERS
<br />EXISTING SANITARY SEWER
<br />PROPOSED SANITARY SEWER - BY OTHERS
<br />EXISTING STORM SEWER
<br />PROPOSED STORM SEWER
<br />EXISTING FIRE HYDRANT
<br />PROPOSED FIRE HYDRANT - BY OTHERS
<br />PROPOSED LIGHT
<br />DRAINAGE BASIN
<br />BASIN DESIGNATION
<br />AREA (ACRES)
<br />FLOW ARROW
<br />SLOPE
<br />FINISHED GRADE ELEVATIONS
<br />BACK OF CURB
<br />FLOWLINE
<br />DETENTION POND
<br />BENCHMARK:
<br />#5 REBAR LOCATED AT THE CENTER OF SECTION 16,
<br />TOWNSHIP 1 SOUTH, RANGE 69 WEST OF THE 6TH P.M.,
<br />CITY OF LOUISVILLE, COUNTY OF BOULDER, STATE OF
<br />COLORADO.
<br />ELEV = 5318.04
<br />Futura Engineering Inc.
<br />Engineering Consultants an ol Surveyors
<br />12741 E. Coley Ave., Suite 126 99066.4§
<br />Englewood, Colorado 80111 - (303) 649-9292
<br />FAX (303) 649-9499
<br />1 CNI
<br />0 0
<br />00
<br />0-i
<br />OLLJ
<br />ce
<br />ci
<br />Ow
<br />00
<br />Designed
<br />Drawn
<br />Checked
<br />Reviewed
<br />Date
<br />Project No.
<br />Drawing No.
<br />MAF
<br />MAF
<br />LED
<br />LED
<br />05/05/98
<br />98009
<br />RD -3
<br />tivgLo daavinN A8 El31a10
<br />REVISION/SUBMISSION
<br />LU
<br />171119LO i3131^111N A 1:1301:1031:1
<br />DRAINAGE PLAN
<br />§
<br />0
<br />0
<br />of
<br />VINI:f0411V3 'aNIAEll
<br />EIVQL0 1:13ERAII1N AEI 1:1301:1038
<br />H3/31AIFIN SNIMVEICI
<br />EBERAIIIN SNINWEIO
<br />0
<br />Z 3130113 L 101
<br />
|