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0 1 2 3 <br />4 <br />5 <br />6 <br />21 43 65 <br />2728 24 <br />2 <br />1 <br />2 <br />2 <br />26 25 23 <br />1 <br />9 <br />2 <br />0 <br />1 <br />4 <br />1 <br />3 <br />1 <br />5 <br />1 <br />6 <br />1 <br />7 <br />1 <br />8 <br />01 <br />936.10 935.50 935.00 <br />936.10 <br />9 <br />3 <br />3 <br />. <br />0 <br />0 <br />9 <br />3 <br />3 <br />. <br />2 <br />5 <br />936.10 <br />9 <br />3 <br />3 <br />. <br />0 <br />0 <br />935.25 <br />P P P <br />P <br />P <br />P <br />P <br />87 <br />934.50 <br />P <br />9 <br />1 <br />0 <br />1 <br />1 <br />1 <br />2 <br />9 <br />3 <br />4 <br />. <br />2 <br />5 <br />9 <br />3 <br />4 <br />. <br />2 <br />5 <br />P <br />HW <br />L <br />HWL <br />HW <br />L <br />H <br />W <br />L <br />H <br />W <br />L <br />H <br />W <br />L <br />HWLHWLHWL <br />HW <br />L <br />HW <br />L <br />HW <br />L <br />HW <br />L <br />HW <br />L <br />H <br />W <br />L <br />HWL HWL <br />HWL <br />HWL <br />HWL <br />HW <br />L <br />H <br />W <br />L <br />HWLHWL <br />HWL <br />HWL <br />HWL HWL H <br />W <br />L <br />HWL <br />H <br />W <br />L <br />HW <br />L <br />ST <br />S <br />S <br />FO <br />FO <br />S <br />S <br />S <br />WI <br />L <br />D <br />F <br />L <br />O <br />W <br />E <br />R <br /> <br />D <br />R <br />I <br />V <br />E <br />39TH <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br /> <br />N <br />O <br />R <br />T <br />H <br />(PUB <br />L <br />I <br />C <br /> <br />R <br />I <br />G <br />H <br />T <br /> <br />O <br />F <br /> <br />W <br />A <br />Y <br />) <br />(P <br />U <br />B <br />L <br />I <br />C <br /> <br />R <br />I <br />G <br />H <br />T <br /> <br />O <br />F <br /> <br />W <br />A <br />Y <br />) <br />GAS LINE <br />MARK <br />C <br />O <br />M <br />M <br />O <br />N <br /> <br />E <br />L <br />E <br />M <br />E <br />N <br />T <br />60 <br />95 <br />96 <br />FOR <br />R <br />E <br />F <br />E <br />R <br />E <br />N <br />C <br />E <br /> <br />O <br />N <br />L <br />Y <br />2 <br />5 <br />' <br />25' <br />60 <br />' <br />R. <br />O <br />. <br />W <br />. <br />28 <br />' <br />F- <br />F <br />15' <br />58 <br />' <br />50' <br />11' <br />1 <br />5 <br />0 <br />' <br />58' <br />2 <br />5 <br />' <br />15' <br />75 <br />' <br />69 <br />' <br />52' <br />17' <br />2 <br />6 <br />' <br />69' <br />2 <br />0 <br />' <br />25 <br />' <br />31' <br />TWIN HOME <br />(TYP.) <br />4-PLEX <br />PATIO HOME <br />(TYP.) <br />6-PLEX <br />PATIO HOME <br />(TYP.) <br />6' WIDE CONC. <br />SIDEWALK (TYP.) <br />5' WIDE CONC. SIDEWALK <br />54' <br />50' <br />25 <br />' <br />6' WIDE CONC. <br />SIDEWALK <br />(TYP.) <br />SURMOUNTABLE <br />CURB & GUTTER <br />CONCRETE <br />PED RAMP <br />INFILTRATION BASIN <br />LIGHT POLE <br />(TYP.) <br />34' WIDE MAX. <br />DRIVEWAY AT ROW <br />6' WIDE CONC. SIDEWALK <br />(TYP.) <br />1' OFF R.O.W. WITH 2.0% <br />CROSS SLOPE TOWARDS ROAD <br />CATCH BASIN HIGH <br />WATER CONTOUR <br />(CONTAINED IN <br />STRUCTURE IF NOT <br />SHOWN) <br />POND 100-YR HWL <br />1 <br />1 <br />1 <br />1 <br />1 <br />MONUMENT SIGN LOCATION <br />DIMENSIONS TO BE DESIGNED <br />AT A LATER DATE <br />R4 <br />4 <br />' <br />R <br />6 <br />0 <br />' <br />2 <br />6 <br />' <br />69' <br />34' AT CURB <br />& ROW TYP. <br />26' <br />2 <br />4 <br />' <br />2 <br />8 <br />' <br />4 <br />0 <br />' <br /> <br />M <br />A <br />X <br />W <br />I <br />D <br />T <br />H <br /> <br />T <br />Y <br />P <br />. <br />1 <br />1 <br />UPPER 39TH ST CT N <br />8' WIDE BICYCLE PEDESTRIAN PATH <br />(TYP.) <br />0.5' OFF R.O.W. WITH 2.0% CROSS <br />SLOPE TOWARDS ROAD <br />10' WIDE TURN LANE <br />(TYP.) <br />WITH 2.5% CROSS SLOPE <br />CONCRETE <br />PED RAMP <br />70' <br />R.O.W. <br />60' <br />R.O.W. <br />30' DRAINAGE & UTILITY <br />EASEMENT <br />30' DRAINAGE & UTILITY <br />EASEMENT <br />30' DRAINAGE & UTILITY <br />EASEMENT <br />30' DRAINAGE & UTILITY <br />EASEMENT <br />26' DRAINAGE & UTILITY <br />EASEMENT <br />10' <br />SEE CITY DETAIL 510 FOR SIDEWALK SECTION <br />SIDEWALK CONSTRUCTED 1' OFF R.O.W. <br />3 <br />0 <br />' <br />N: <br />\ <br />0 <br />0 <br />4 <br />0 <br />4 <br />9 <br />6 <br />. <br />0 <br />0 <br />\ <br />D <br />W <br />G <br />\ <br />C <br />I <br />V <br />I <br />L <br />\ <br />0 <br />0 <br />4 <br />0 <br />4 <br />9 <br />6 <br />S <br />P <br />0 <br />1 <br />. <br />D <br />W <br />G <br />42 <br />6 <br />PROJECT NUMBER: 0040496.00 <br />LAKE ELMO, MN <br />05/08/24 <br />CAW <br />JSB <br />CAW <br />© <br />2 <br />0 <br />2 <br />3 <br /> <br />W <br />e <br />s <br />t <br />w <br />o <br />o <br />d <br /> <br />P <br />r <br />o <br />f <br />e <br />s <br />s <br />i <br />o <br />n <br />a <br />l <br /> <br />S <br />e <br />r <br />v <br />i <br />c <br />e <br />s <br />, <br /> <br />I <br />n <br />c <br />. <br />LAKE ELMO TOWNHOMES 8 SITE PLAN <br />1289 GRAND AVENUE <br />ST. PAUL, MN 55105 <br />LA <br />K <br />E <br /> <br />E <br />L <br />M <br />O <br /> <br />T <br />O <br />W <br />N <br />H <br />O <br />M <br />E <br />S <br /> <br />8 <br />12/06/22 <br />5483205/08/24 <br />JOHN S. BLENKER <br />AT HOME APARTMENTS, LLC <br />CONSTRUCTION PLANS <br />SHEET NUMBER: <br />VERTICAL SCALE: <br />DATE: <br />PREPARED FOR: <br />OF <br />HORIZONTAL SCALE: <br />DRAWN: <br />CHECKED: <br />DESIGNED:INITIAL ISSUE: <br />REVISIONS: <br />Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 <br />Fax (320) 358-2001 Sartell, MN 56377 <br />Toll Free (800) 270-9495 <br />DATE:LICENSE NO. <br />I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME <br />OR UNDER MY DIRECT SUPERVISION AND THAT I AM A <br />DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS <br />OF THE STATE OF MINNESOTA <br />05/08/24 <br />10/31/23 <br />01/18/24 <br />03/08/24 <br />CITY COMMENTS <br />CITY & WATERSHED COMMENTS <br />STREET WIDTH REVISIONS <br />FINAL PLAT & PUD SUBMITTAL <br />04/04/24 CITY COMMENTS <br />Common Ground Alliance <br />Call 48 Hours before digging: <br />811 or call811.com <br />30.000008' <br />6' OR 3' <br />0'30'60'90' <br />1" = 30' <br />1 CATCH BASIN HIGH WATER LINE (REFERENCE TABLE ON SHEET 19) <br />SITE KEYNOTES1 <br />PROPERTY LINE <br />SETBACK LINE <br />EASEMENT LINE <br />CURB AND GUTTER <br />LOT LINE <br />POND NORMAL WATER LEVEL <br />EXISTING PROPOSED <br />SITE LEGEND <br />BITUMINOUS PAVEMENT <br />CONCRETE PAVEMENT <br />CONCRETE SIDEWALK <br />CONSTRUCTION SEQUENCING NOTES <br />1.ALL MATERIAL SUPPLY AND STORAGE, AND CONSTRUCTION STAGING TO BE LIMITED TO THE <br />APPLICABLE EAST AND WEST SIDE CONSTRUCTION ACTIVITIES. <br />2.WILDFLOWER DRIVE ACCESS TO ADJACENT NEIGHBORHOODS MUST REMAIN UNOBSTRUCTED <br />BY THE CONSTRUCTION ACTIVITIES TO THE GREATEST FEASIBLE EXTENT. <br />3.NO HAULING MATERIALS, EQUIPMENT, OR ALLOWING WORKER PARKING, ETC. BETWEEN WEST <br />AND EAST SITE WILL BE PERMITTED. <br />4.ALL UTILITY AND STREET REMOVALS, RELOCATIONS, AND INSTALLATION WITHIN THE <br />WILDFLOWER DRIVE RIGHT-OF-WAY SHALL BE CONSTRUCTED IN A SINGLE PHASE AND <br />COMPLETED PRIOR TO STREET OR UTILITY WORK ONSITE. THE STREET SHALL BE <br />RESTORED UP TO THE BASE COURSE BEFORE ANY WORK CAN BEGIN ONSITE (WEST & EAST <br />PARCELS), WITH THE EXCEPTION OF REMOVALS AND GRADING.