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PROPOSED BUILDING
<br />13,150 S.F.
<br />FFE=1023.00 20' SETBACK20' SETBACK
<br />20' SETBACK20' SETBACK52'X30' SPORT COURT
<br />T
<br />G
<br />HUDSON BOULEVARD N
<br />EXISTING R.O.W. (VARIES)
<br />100'
<br />EXISTING
<br />R.O.W.
<br />INFILTRATION BASIN 7P
<br />PRIVATELY OWNED AND
<br />MAINTAINED
<br />100-YR HWL = 1009.82
<br />BOTTOM = 1003.42
<br />CONSTRUCTED BY OTHERS
<br />INFILTRATION
<br />PROPOSED BUILDING
<br />49,417 S.F.
<br />FFE=1022.00
<br />T
<br />T
<br />VAN
<br />GFE=1011.00
<br />WET POND 3P
<br />FILTRATION BASIN 15P
<br />FILTRATION BASIN 14P FILTRATION BASIN 13P FILTRATION BASIN 12P
<br />FILTRATION BASIN 11P
<br />INFILTRATION BASIN 7P
<br />FILTRATION BASIN 1P
<br />STORMWATER
<br />POND
<br />HWL=1000.30
<br />LOT 1
<br />LOT 2 20' SETBACK20' SETBACK
<br />20' SETBACK20' SETBACK(PRIVATE ROAD)(PRIVATE ROAD)DOG RUN
<br />INFILTRATION BASIN 4P
<br />HUDSON BOULEVARD N
<br />OUTLOT B JULIA AVE N4
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<br />24.0'
<br />EXTENTS OF
<br />C3.01 DESIGN
<br />E
<br />O
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<br />'
<br />1013
<br />26 22 20 18 14
<br />8
<br />14 4
<br />7 6
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<br />SCALE IN FEET
<br />0 10050
<br />NORTH
<br />NO DATE BY CKD APPR SHEET
<br />OF
<br />Date License #
<br />Print Name:
<br />I hereby certify that this plan, specification, or report
<br />was prepared by me or under my direct supervision and
<br />that I am a duly Licensed Professional Engineer under
<br />the laws of the State of Minnesota.
<br />DRAWN BY
<br />DESIGNED BY
<br />CHECKED BY
<br />PROJECT NO.
<br />PRELIMINARY
<br />DESIGN REVIEW
<br />PERMIT SUBMITTAL
<br />CONSTRUCTION DOCUMENTS REV.
<br />COMMENT
<br />Engineering | Surveying | Planning | Environmental
<br />24.1S (LMS TECH) | JOSEPH BAILEY | 9/12/2024 12:11:22 PML:\PROJECTS\53062\CAD\CIVIL\SHEETS\53062-C3-SITE C3.01,C3.02.DWG:C3.01 SITE PLANROERS LAKE ELMO, LLC
<br />LAKE ELMO APARTMENTS
<br />LAKE ELMO, MN
<br />75
<br />53062
<br />12/02/2021
<br />04/18/2022
<br />09/13/2024
<br />EAB
<br />TLL
<br />JDB
<br />JOSEPH D. BAILEY
<br />04/27/2023 58645
<br />09/13/2024 TTP MCA JDB PERMIT SET
<br />08/07/2024 TTP MCA JDB PUD SUBMITTAL
<br />THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS
<br />QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD
<br />GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE
<br />CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
<br />UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE
<br />FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR
<br />ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND
<br />PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).
<br />IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH
<br />CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
<br />KEY NOTES
<br />DEVELOPMENT NOTES
<br />SITE PLAN C3.01
<br />4
<br />1.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT.
<br />2.ALL DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
<br />3.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT “GUTTER OUT” WHERE WATER DRAINS AWAY
<br />FROM CURB. ALL OTHER AREAS SHALL BE CONSTRUCTED AS “GUTTER IN” CURB. COORDINATE WITH GRADING
<br />CONTRACTOR.
<br />4.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.
<br />5.ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED.
<br />6.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES,
<br />RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.
<br />7.SEE ARCHITECTURAL PLANS FOR PYLON SIGN DETAILS
<br />8.LIGHT STANDARD LOCATIONS ARE FOR REFERENCE ONLY, SITE LIGHTING PLAN IS DESIGN BUILD BY CONTRACTOR.
<br />CONTRACTOR SHALL CONFIRM LIGHT STANDARD LOCATION WITH LIGHTING VENDOR.
<br />9.REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS.
<br />10.ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE HAVE BEEN DESIGNED WITH A MAXIMUM LONGITUDINAL
<br />SLOPE OF 4.5%, AND A MAXIMUM CROSS SLOPE OF 1.5%. THIS IS LESS THAN THE ADA CODE MAXIMUM LONGITUDINAL
<br />SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.00% (1:50). THE MAXIMUM
<br />DESIGN SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE IS 1.5%, LESS THAN THE ADA CODE
<br />MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE OF 2.00% (1:50). THE CONTRACTOR
<br />SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR
<br />BITUMINOUS PAVEMENT. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY
<br />BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT AND COORDINATE WITH GRADING CONTRACTOR.
<br />11."NO PARKING" SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY.
<br />12.STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY.
<br />CIVIL 3D MODEL LIMITATIONS
<br />SAMBATEK'S DELIVERABLE AND GOVERNING DOCUMENTS FOR CONSTRUCTION SHALL BE A HARD COPY AND/OR PDF PLAN
<br />SHEETS. IF A CIVIL 3D MODEL IS GENERATED IN THE PROCESS OF PREPARING THE PLAN SHEETS, IT IS AS A DESIGN TOOL ONLY
<br />AND NOT AS A SEPARATE DELIVERABLE. AT THE OWNER'S REQUEST, WE WILL RELEASE OUR CIVIL 3D MODEL FOR THE
<br />CONTRACTOR'S USE. HOWEVER, ITS USE IS AT THE CONTRACTOR'S RISK AND SHALL NOT BE USED FOR STAKING OF CURB,
<br />SIDEWALK, OR OTHER HARD SURFACE IMPROVEMENTS. IF A CIVIL 3D MODEL FOR STAKING HARD SURFACE IMPROVEMENTS
<br />IS REQUIRED, WE CAN PROVIDE A SUPPLEMENTAL AGREEMENT FOR REFINEMENT AND PREPARATION OF THE CIVIL 3D
<br />MODEL.
<br />A.BUILDING, STOOPS, STAIRS (SEE ARCHITECTURAL PLANS)
<br />B.B-612 CONCRETE CURB AND GUTTER (SEE SHEET C9.03,
<br />DETAIL 501A)
<br />C.B-618 6CONCRETE CURB AND GUTTER (SEE SHEET C9.03,
<br />DETAIL 501A)
<br />D.ACCESSIBLE RAMP TYPE 1 (SEE SHEET C9.04, DETAIL 10)
<br />E.FLAT CURB SECTION (SEE SHEET C9.04, DETAIL 06)
<br />F.CONCRETE SIDEWALK (SEE SHEET C9.03, DETAIL 510)
<br />G.SEGMENTAL BLOCK RETAINING WALL (BY OTHERS)
<br />H.ACCESSIBLE RAMP TYPE 2 (SEE SHEET C9.03, PEDESTRIAN
<br />CURB RAMP DETAIL)
<br />I.ACCESSIBLE STALL STRIPING (SEE SHEET C9.04, DETAIL 01)
<br />J.ACCESSIBLE PARKING SIGN (SEE SHEET C9.04, DETAIL 02)
<br />K.TRANSFORMER
<br />L.BIKE RACK (SEE SHEET C9.04)
<br />M.CONCRETE VALLEY GUTTER (SEE SHEET C9.04, DETAIL 07)
<br />N.CURB CUT (SEE SHEET C9.04, DETAIL 08)
<br />O.CURB TRANSITION (SEE SHEET C9.04, DETAIL 09)
<br />P.SIDEWALK CHASE (SEE SHEET C9.06, DETAIL 04)
<br />Q.FIREPIT (SEE SHEET L1.04)
<br />R.PEDESTRIAN LIGHT BOLLARD
<br />S.GUARD RAIL (SEE SHEET C9.04)
<br />T.SAFETY FENCE (SEE SHEET L1.04, DETAIL 05)
<br />CONCRETE CURB
<br />EASEMENT LINE
<br />BUILDING LINE
<br />SIGN
<br />PROPOSED EXISTING
<br />LEGEND
<br />BOLLARD
<br />##REGULAR PARKING STALL
<br />COUNT
<br />1 KEYNOTE
<br />HEAVY DUTY
<br />ASPHALT PAVING
<br />CONCRETE PAVING (SEE
<br />DETAIL 01, SHEET C9.05)
<br />CONCRETE SIDEWALK
<br />PAVEMENT BY OTHERS
<br />(SEE ARCHITECTURAL PLANS)
<br />BOUNDARY LINE
<br />STANDARD DUTY
<br />ASPHALT PAVING
<br />AREA
<br />LOT 1
<br />LOT 2
<br />R-O-W
<br />NET SITE
<br />MAX PERCENT IMPERVIOUS
<br />PROPOSED PERCENT IMPERVIOUS
<br />PARKING SUMMARY
<br />LOT 1 SURFACE PARKING PROVIDED
<br />LOT 2 SURFACE PARKING PROVIDED
<br />BUILDING SETBACKS
<br />FRONT YARD
<br />REAR YARD
<br />SIDE YARD
<br />PARKING SETBACK
<br />REAR FROM RESIDENTIAL
<br />OPEN SPACE REQUIRED
<br />OPEN SPACE PROVIDED
<br />MINIMUM LOT SIZE
<br />EXISTING ZONING
<br />PROPOSED ZONING
<br />DEVELOPMENT SUMMARY
<br />471,278 SF 10.819 AC
<br /> 84,778 SF 1.946 AC
<br /> 60,021 SF 1.378 AC
<br />616,076 SF 14.143 AC
<br />75%
<br />37.6%
<br /> 170 STALLS
<br />49 STALLS
<br />20 FT
<br />20 FT
<br />10 FT
<br />20 FT
<br />57,300 SF
<br />168,948 SF
<br />1500 SF PER UNIT
<br />RURAL TRANSITIONAL (RT)
<br />MIXED USE
<br />COMMERCIAL (MU-C)
<br />CRUSHED LIMESTONE PATH
<br />(SEE DETAIL 02, SHEET C9.07)
<br />LAKE ELMO STANDARD PLAN NOTES
<br />1.BITUMINOUS TRAILS AND SIDEWALKS MUST BE CONSTRUCTED TO MAINTAIN POSITIVE DRAINAGE AWAY FROM THE
<br />PATHWAYS THROUGHOUT THE ENTIRE LENGTH.
<br />2.TOPSOIL AND BACKFILLING OPERATIONS MUST BE COMPLETED TO AVOID DAMAGE TO THE BITUMINOUS TRAILS AND
<br />SIDEWALKS. FINAL GRADE OF BACKFILL AND TOPSOIL MUST BE FLUSH WITH THE PATH EDGE TO AVOID TRAPPING
<br />WATER.
<br />3.DIVIDE SIDEWALK INTO SECTIONS WITH CONTRACTION JOINTS. SPACING SHALL NOT BE LESS THAN 3 FT NOR GREATER
<br />THAN 12 FT IN ANY DIRECTION. PLACE 1
<br />2 INCH EXPANSION JOINT FILLER AT 50 FT (MAXIMUM) INTERVALS.
<br />4.CONCRETE PEDESTRIAN RAMPS MUST BE CONSTRUCTED AT ALL INTERSECTIONS.
<br />LOT LINE
<br />RIGHT OF WAY LINE
<br />REFER TO GODDARD SCHOOL PLANS
<br />FOR IMPROVEMENTS BY OTHERS
<br />OVERFLOW RIPRAP, CLASS 1
<br />SPILLWAY REINFORCEMENT (SEE TURF
<br />REINFORCEMENT MAT DETAIL, SHEET
<br />C9.07)
<br />IRON ENHANCED SAND FILTER
<br />(SEE DETAIL 01, SHEET 9.06)
<br />SEE SHEET C7.02 FOR REQUIRED HUDSON BOULEVARD IMPROVEMENTS
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