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NEW HOPE, MINNESOTA
<br />SAFCO PRODUCTS
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<br />DRAWING NUMBER
<br />NEW HOPE, MINNESOTA
<br />SAFCD PRODUCTS
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<br />PART NUMBER 6552
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<br />ST
<br />---,
<br />ST ST
<br />ST
<br />ST
<br />ST
<br />ELM STREET
<br />(R.O.W. VARIES)
<br />STORM MANHOLE
<br />RIM ELEV=5327.24'
<br />STORM MANHOLE
<br />RIM ELEV=5327.22'
<br />ST ST
<br />STORM SEWER MANHOLE
<br />N RIM ELEV = 5327.83
<br />INV RCP OUT (N) 5324.83
<br />INV R INLET 5327.06
<br />5330
<br />556 MAIN STR ET
<br />ZONE R -M
<br />552 MAIN STREET
<br />ZONE R -M
<br />544 MAIN STREET
<br />ZONE R -M
<br />534 MAIN STREET
<br />ZONE R -M
<br />524 MAIN STREET
<br />PARCEL NO. 157508440005
<br />ZONE R -M
<br />ACME TERRACE ADDITION
<br />LOT 1, BLOCK 1
<br />ZONE R -M
<br />i
<br />PA -
<br />Approx.
<br />Approx. Al Basin Boundary
<br />i
<br />A
<br />100 YEAR FLOOD PLAIN
<br />STORM SEWER MANHOLE
<br />(PROPOSED)
<br />RIM ELEV = 5330.0
<br />-INV RCP OUT (N) 5325.17 -
<br />INV RCP IN (S) 5325.27
<br />8„ RAISED CONCRETE CURB
<br />i
<br />5329
<br />-5330
<br />LOT 4 �A
<br />� \ s
<br />I zl
<br />III'I
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<br />II �\
<br />II I I
<br />I I
<br />5328-�_
<br />BASIN Al
<br />SEE OUTLET
<br />STRUCTURE
<br />DETAIL
<br />4" PERFORATED
<br />PIPE
<br />100 YR POND
<br />LOT 4
<br />Overall: 25,959 SQ.FT., 0.53 ACRES
<br />Common: 17,403 SQ.FT., 0.40 ACRES
<br />MORE OR LESS
<br />10 YR POND I
<br />ST
<br />EXISTING 20' WIDE CURB CUT FOR
<br />PROPERTY ACCESS. CURB CUT SHALL BE
<br />REPLACED WITH A RAMP DRIVE AS
<br />DIRECTED BY CITY
<br />BASIN A2
<br />LOT 3
<br />9,498 SQ.FT., 0.218 ACRES,
<br />MORE OR LESS
<br />gas\/ �6arl
<br />\
<br />P\
<br />LOT 2
<br />3,630 SQ.FT., 0.083 ACRES,
<br />MORE OR LESS
<br />EXISTING HOUSE
<br />LOT 1
<br />4,053 SQ.FT., 0.093 ACRES,
<br />MORE OR LESS
<br />A PORTION OFA ME
<br />TERRACE ADDI ION,
<br />: •
<br />,/
<br />5332
<br />LOT 5
<br />3,924 SQ.FT., 0.09 ACRES,
<br />MORE OR LESS
<br />2
<br />H
<br />0
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<br />PROPOSED CURB CUT. CURB
<br />CUT SHALL BE INSTALLED
<br />WITH A RAMP DRIVE AS
<br />DIRECTED BY CITY
<br />APPROXIMATE LINE OF
<br />FLOOD ZONE AH
<br />(SEE NOTE 13 ON PLAT)
<br />LOT 6
<br />4,107 SQ.FT., 0.09 ACRES,
<br />MORE OR LESS
<br />PREPARED FOR:
<br />ACME TERRACE, LLC
<br />557 COUNTY ROAD
<br />LOUISVILLE, CO 80027
<br />303-664-0402
<br />CIVIL ENGINEER:
<br />ODISEA, LLC
<br />lan Smith, P.E.
<br />1460 Lee Hill Road, #7
<br />Boulder, Colorado 80304
<br />303-443-4335
<br />\ ian@odiseanet.com
<br />303-443-4355 fax
<br />Grass
<br />12" Sand/Peat Layer
<br />Woven Geotextile Fabric -
<br />8" Deep Layer 3/4" Gravel
<br />4" Perforated Drain
<br />Woven Geotextile Fabric
<br />OUTLET STRUCTURE DETAIL
<br />100 Year Pond
<br />10 Year Pond
<br />WQCV
<br />5,329.6
<br />5329.1
<br />5,328.3
<br />Screened guard
<br />5.64" Dia. Orifice @ 5,327.8' elevation
<br />10.2" Dia. Orifice @ 5,328.1' elevation
<br />A
<br />A
<br />3'-8"
<br />4" Reinforced Concrete Structure
<br />18" RCP @ 0.4% slope
<br />EXISTING CURB CUT. CURB
<br />CUT SHALL BE REPLACED
<br />WITH A RAMP DRIVE AS
<br />DIRECTED BY CITY
<br />FLOOD PLAIN ENGINEER:
<br />ALAN TAYLOR CONSULTING, LLC
<br />Alan Taylor, P.E.,CFM
<br />1167 Purdue Drive
<br />Longmont, Colorado 80503
<br />720-334-9260 303-772-8805 fax
<br />taylor.ala@comcast.net
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<br />021/5-4014,
<br />C ,I r dt r2epartmant of TronsF,o•tc :+or•
<br />4201 8441 *kir.** A5150..4
<br />t,'.'', C,"x.do 40225
<br />PPan41 (31231737-8382
<br />10/0 ?705) 707-111120
<br />''t,f,IPt,f trtivei{77I,rr1d^.: F{ :1:32."' A F
<br />I• 41
<br />CONCRETE INLET
<br />TYPE 13
<br />STANDARD P1G.AN NO.
<br />114.4*. 5•r.. u34,22 245000E8/14500., ..Jr
<br />F entricISheetNo.1 of 1
<br />NOTES
<br />1. REFER TO DRAINAGE REPORT FOR DETENTION POND DRAWINGS AND
<br />DETAILS.
<br />2. BASE FLOOD ELEVATION IS 5,330.0 USGS
<br />3. TOP OF GARAGE SLABS IS 5,330.2 USGS UNLESS NOTED OTHERWISE.
<br />WATER QUALITY POROUS LANDSCAPE DETENTION
<br />THE GRASSY BOTTOM WATER QUALITY/DETENTION POND
<br />WILL ALLOW PERCOLATION AND FILTRATION OF
<br />SEDIMENTS AND POLLUTANTS INTO THE PLD BEFORE
<br />REACHING THE RELEASE INLETS. THE PLD WILL INCLUDE
<br />A FOUR -INCH DIAMETER PERFORATED UNDER -DRAIN
<br />PLACED IN AN 8 -INCH GRAVEL BED WITH A 12 -INCH DEEP
<br />SAND BED ABOVE. THE PERFORATED UNDER -DRAIN WILL
<br />CONNECT INTO THE DETENTION POND RELEASE
<br />STRUCTURE
<br />20
<br />12/01/08
<br />Drawn by: GGM
<br />Revision Date:
<br /># 3/27/09
<br /># 5/18/09
<br />DETENTION POND
<br />QRELEASE 10 YR = 0.79 CFS
<br />QRELEASE 100 YR = 2.78 CFS
<br />VOLUME 10 YR = 2,006 CF
<br />VOLUME 100 YR = 3,273 CF
<br />TOTAL POND VOLUME = 4,000
<br />0
<br />10
<br />GRAPHIC SCALE
<br />20
<br />40
<br />80
<br />( IN FEET )
<br />1 inch = 20 ft.
<br />CADDesigns
<br />303.742.0100 OFFICE
<br />303.742.0111 FAX
<br />17005 S. GOLDEN RD.
<br />GOLDEN, CO 80401
<br />SS
<br />SS
<br />WM
<br />ws
<br />GM
<br />T
<br />v
<br />ws
<br />WM
<br />SS Sewer Service
<br />SS Sewer Main
<br />Water Main
<br />GM
<br />ST
<br />T
<br />ws Water Service
<br />G - Gas Service
<br />ST
<br />WV
<br />co,
<br />Water Valve
<br />Storm Manhole
<br />Utility Pole
<br />Light Pole
<br />Gas Main
<br />Telephone
<br />Storm Sewer
<br />Contour Lines
<br />Flood Plain Existing
<br />Flood Plain Proposed
<br />Easement Boundary Line
<br />Boundary Line
<br />Property line
<br />Building Envelope Proposed
<br />Building Envelope Existing
<br />Overhead Utility Line
<br />Building Proposed
<br />Building Existing
<br />Fire Hydrant
<br />EM Electric Meter
<br />GM Gas Meter
<br />S0 Sanitary Sewer Manhole
<br />TR Telephone Control Box
<br />PARBOIS PLACE
<br />COUNTY ROAD
<br />LOUISVILLE, C080027
<br />9 OF 17
<br />GRADING/DRAINAGE PLAN
<br />200801
<br />These Drawings and the Design they represent, remain the property of Mundelein, LLC and are intended to be used for construction at the stated location. Any unauthorized reproduction or other use of these drawings or design
<br />alestlicttyplollibittod. - -
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