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<br />STM
<br />ST
<br />M
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<br />STM STM
<br />S
<br />T
<br />M
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<br />M
<br />S
<br />T
<br />M
<br />S
<br />T
<br />M
<br />SA
<br />N
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<br />N
<br />SA
<br />N
<br />SA
<br />N
<br />SA
<br />N
<br />SA
<br />N
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<br />N
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<br />N
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<br />N
<br />SA
<br />N
<br />SA
<br />N
<br />S
<br />A
<br />N
<br />S
<br />A
<br />N
<br />S
<br />A
<br />N
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<br />A
<br />N
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<br />A
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<br />6'
<br />'
<br />W
<br />6'
<br />'
<br />W
<br />6'
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<br />6'
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<br />6'
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<br />W
<br />W W W
<br />W W
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<br />G G
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<br />STORM MH
<br />RIM=937.26
<br />INV SE (24" RCP)=931.94
<br />INV W (21" RCP)=932.81
<br />INV NW (12" RCP)=932.91
<br />STORM MH
<br />RIM=940.6
<br />INV NW/S (12" HDPE)=934.4
<br />CB BEEHIVE
<br />RIM=937.69
<br />INV SE (12" HDPE)=934.63
<br />STORM MH
<br />RIM=937.85
<br />INV N (12" HDPE)=932.90
<br />INV S (12" HDPE)=932.85
<br />INV N (18" RCP)=932.85
<br />STORM MH
<br />RIM=940.6
<br />INV NW/S (12" RCP)=934.4
<br />FES 12
<br />INV=936.2
<br />Easement for Highway purposes
<br />per Doc. No. 609136 (14)
<br />Drainage and Utility easment
<br />per Doc. No. 2156883 (13)
<br />Approximate Bio-Filtration
<br />area per Doc. No. 2163656 (18)
<br />Existing Building
<br />COUNTY ROAD E
<br />Publicly dedicated right of way
<br />Bituminous surface
<br />P
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<br />w
<br />a
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<br />k
<br />Concrete sidewalk
<br />Edge of water
<br />on 7/18/16
<br />Pond
<br />B
<br />i
<br />t
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<br />m
<br />i
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<br />f
<br />a
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<br />e
<br />Bituminous surface
<br />UGE
<br />U
<br />G
<br />E
<br />U
<br />G
<br />E
<br />U
<br />G
<br />E
<br />U
<br />G
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<br />U
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<br />G
<br />T
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<br />G
<br />T
<br />U
<br />G
<br />T
<br />U
<br />G
<br />T
<br />U
<br />G
<br />T
<br />U
<br />G
<br />T
<br />W
<br />6"
<br />S
<br />A
<br />N
<br />U
<br />G
<br />T
<br />MEDEXPRESS
<br />1150 COUNTY RD E
<br />(4,733 SF)
<br />CO
<br />DS
<br />M
<br />CO
<br />DS
<br />DS
<br />G
<br />G
<br />G
<br />G
<br />G
<br />G
<br />GW
<br />W
<br />DS
<br />DS
<br />DS
<br />DS
<br />CO
<br />8"
<br />S
<br />T
<br />M
<br />4"STM
<br />CO
<br />4"
<br />ST
<br />M
<br />4"STM
<br />12"STM
<br />1
<br />2
<br />"
<br />S
<br />T
<br />M
<br />938
<br />93
<br />8
<br />9
<br />3
<br />8
<br />93
<br />9
<br />9
<br />4
<br />0
<br />939
<br />940
<br />9
<br />4
<br />0
<br />939
<br />938
<br />937
<br />936
<br />936
<br />937
<br />938
<br />939
<br />940
<br />941
<br />94
<br />1
<br />942
<br />942
<br />9
<br />4
<br />3
<br />941
<br />9
<br />4
<br />0
<br />94
<br />1
<br />94
<br />1
<br />941
<br />940
<br />9
<br />3
<br />9
<br />9
<br />3
<br />8
<br />9
<br />3
<br />7
<br />938
<br />9
<br />3
<br />8
<br />9
<br />3
<br />9
<br />9
<br />3
<br />9
<br />9
<br />3
<br />8
<br />TC=940.33
<br />BC=939.83
<br />TC=938.59
<br />BC=938.09
<br />TC=939.35
<br />BC=938.85
<br />TC=940.38
<br />BC=939.88
<br />FG=939.89
<br />FG=940.00
<br />FG=939.96
<br />FG=939.94
<br />TC=938.59
<br />BC=938.09
<br />TC=938.08 ME
<br />BC=937.58 ME
<br />TC=938.31 ME
<br />BC=937.81 ME
<br />TC=938.56
<br />BC=938.06
<br />TC=937.88
<br />BC=937.38
<br />FG=939.07 SEE ENLARGED PLAN
<br />(THIS SHEET)
<br />FG=936.80
<br />TC=939.14
<br />BC=938.64
<br />TC=938.33
<br />BC=937.83
<br />93
<br />7
<br />938
<br />938
<br />93
<br />9
<br />TC=938.22
<br />BC=937.72
<br />TC=938.70
<br />BC=938.20
<br />9
<br />3
<br />8
<br />9
<br />3
<br />9
<br />9
<br />4
<br />0
<br />TC=938.10 ME
<br />BC=937.60 ME
<br />TC=938.46
<br />BC=937.96TC=938.33 ME
<br />BC=937.83 ME
<br />TC=938.57
<br />BC=938.07
<br />TC=938.55
<br />BC=938.05
<br />TC=938.77
<br />BC=938.27
<br />TC=938.70
<br />BC=938.20
<br />TC=938.28
<br />BC=937.78
<br />TC=938.46
<br />BC=937.96
<br />TC=937.70
<br />BC=937.20
<br />TC=937.70
<br />BC=937.20
<br />TC=937.39
<br />BC=936.89
<br />TC=938.28
<br />BC=937.78
<br />TC=937.88
<br />BC=937.38
<br />TC=937.88
<br />BC=937.38
<br />TC=937.57
<br />BC=937.07
<br />56' @
<br />0
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<br />5
<br />0
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<br />9
<br />6
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<br />
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<br />5
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<br />60' @ 1.04%
<br />
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<br />10
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<br />
<br />(
<br />M
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<br />)
<br />CONNECT TO EXISTING
<br />INV. PROP 12"STM 933.00
<br />FG=938.25
<br />FFE 940.00
<br />FG=939.75FG=939.75
<br />FG=940.00
<br />FG=939.48
<br />FG=939.90
<br />FG=939.22
<br />FG=939.96
<br />FG=939.13 FG=939.13
<br />FG=939.13FG=939.05
<br />TC=939.65
<br />BC=939.15
<br />FG=939.50
<br />FG=939.50
<br />FG=940.00
<br />FG=939.93
<br />TC=940.06
<br />BC=939.56
<br />FG=940.00
<br />FG=940.00
<br />FG=939.62
<br />FG=939.75
<br />FG=939.19
<br />TC=939.57
<br />BC=939.07
<br />TC=939.56
<br />BC=939.06
<br />FG=939.62
<br />FG=939.75
<br />FG=938.73
<br />MATCH EXISTING
<br />FG=938.63
<br />MATCH EXISTING
<br />-4.17%-8.54%
<br />-2
<br />.
<br />0
<br />0
<br />%
<br />-0.85%FG=939.75
<br />TC=939.50
<br />BC=939.00
<br />FG=939.13
<br />TC=939.65
<br />BC=939.15
<br />TC=939.93
<br />BC=939.43
<br />FG=939.65
<br />FG=939.40
<br />-1
<br />.
<br />7
<br />3
<br />%
<br />TC=939.93
<br />BC=939.43
<br />-2
<br />.
<br />0
<br />0
<br />%
<br />FG=939.01
<br />-0
<br />.
<br />1
<br />1
<br />%
<br />-1
<br />.
<br />5
<br />0
<br />%
<br />-1
<br />.
<br />6
<br />7
<br />%
<br />-0.00%
<br />FG=938.25
<br />0
<br />GRAPHIC SCALE (IN FEET)
<br />20 20 40
<br />STORM SEWER NOTES:
<br />1.ALL STORM SEWER PIPES SHALL BE MANUFACTURED WITH INTEGRAL BELL AND SPIGOT JOINTS INCLUDING A GASKET, SO
<br />AS TO PROVIDE A WATERTIGHT SEAL.
<br />2.ALL STORM SEWER PIPES LESS THAN 12” DIAMETER SHALL BE PVC SDR 35 WATERTIGHT PIPE CONFORMING TO ASTM
<br />SPECIFICATION D3034, UNLESS DENOTED OTHERWISE ON PLANS.
<br />3.ALL STORM SEWER PIPES 12” DIAMETER AND GREATER SHALL BE HDPE N-12, WATERTIGHT PIPE AS MANUFACTURED BY
<br />ADS, OR APPROVED EQUAL, UNLESS OTHERWISE NOTED ON PLANS.
<br />4.CONNECTIONS TO STRUCTURES SHALL BE MADE WATERTIGHT WITH NON-SHRINKIING AND NON-CORROSIVE GROUT.
<br />5.STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED:
<br />REINFORCED CONCRETE PIPE (RCP)(PER ASTM C-76 CLASS IV)
<br />POLYVINYL CHLORIDE (PVC SDR 35)
<br />HIGH DENSITY POLYETHYLENE PIPE (HDPE)
<br />6.ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT.
<br />7.CONCRETE COLLARS ARE TO BE INSTALLED AROUND ALL STORM STRUCTURES.
<br />8.ALL MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS.
<br />MANHOLES IN UNPAVED AREAS SHALL BE 3" ABOVE FINISH GRADE.
<br />9.ALL DOWNSPOUT DRAINS ARE TO HAVE A 1.00% MINIMUM SLOPE UNLESS OTHERWISE NOTED.
<br />16.EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED
<br />OUT TO REMOVE ALL SILT AND DEBRIS.
<br />17.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS
<br />RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING
<br />CONDITIONS OR BETTER.
<br />18.ALL PROPOSED MODIFICATIONS TO EXISTING CATCH BASINS AND/OR MANHOLES SHALL BE IN ACCORDANCE WITH IDOT
<br />STANDARDS AND SPECIFICATIONS.
<br />ACCESSIBLE PARKING AREA DETAIL
<br />1'' = 10'
<br />GRADING PLAN GENERAL NOTES
<br />1.ONLY VIRGIN MATERIALS SHALL BE USED UNLESS APPROVED IN WRITING BY A MEDEXPRESS REPRESENTATIVE.
<br />2.ALL SITE WORK, MATERIALS OF CONSTRUCTION, AND CONSTRUCTION METHODS SHALL COMPLY WITH LOCAL MUNICIPALITY, LOCAL COUNTY, AND DEPARTMENT OF
<br />TRANSPORTATION MATERIAL AND CONSTRUCTION SPECIFICATIONS.
<br />3.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF ALL UTILITIES, INCLUDINING SERVICES. PRIOR TO CONSTRUCTION, THE
<br />CONTRACTOR SHALL CONTACT THE NEBRASKA ONE CALL SYSTEM AT LEAST THREE (3) WORKING DAYS BEFORE START OF WORK AND VERIFY ALL EXISTING UTILITY LOCATIONS.
<br />4.ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE LASER OR OTHER ACCURATE METHOD.
<br />5.THE CONTRACTOR SHALL COMPACT PIPE BACKFILL IN MAX. 6” LOOSE LIFTS TO 95% OF THE MAXIMUM DRY DENSITY PER ASTM D1557, ACCORDING TO THE PIPE BEDDING DETAILS.
<br />TRENCH BOTTOM SHALL BE STABLE IN HIGH GROUNDWATER AREAS. A PIPE FOUNDATION SHALL BE USED IN AREAS OF ROCK EXCAVATION.
<br />6.CONTRACTOR SHALL PROVIDE ALL BENDS, FITTINGS, ADAPTERS, ETC., AS REQUIRED FOR PIPE CONNECTIONS TO BUILDING/CANOPY STUB-OUTS, INCLUDING ROOF/FOOTING DRAIN
<br />CONNECTIONS TO ROOF LEADERS AND TO STROM DRAINAGE SYSTEM.
<br />7.TOPSOIL SHALL BE STRIPPED AND STOCKPILED FOR USE IN FINAL LANDSCAPING.
<br />8.MANHOLE RIMS AND STORM INLET GRATES SHALL BE SET TO ELEVATIONS SHOWN. SET ALL EXISTING MANHOLE FRAMES AND COVERS, STORM INLET GRATES, VALVE BOXES, ETC.,
<br />TO BE RAISED OR LOWERED, TO PROPOSED FINISHED GRADE, FLUSH WITH THE ADJACENT GRADE.
<br />9.UNDERDRAINS MAY BE ADDED, IF DETERMINED NECESSARY BY THE ENGINEER OR CONSTRUCTION MANAGER, AFTER SUBGRADE IS ROUGH GRADED.
<br />10.ALL EXISTING TOPOGRAPHICAL FEATURES (SPOT ELEVATIONS, CONTOURS, INVERTS, ETC.) CAN HAVE A TOLERANCE DIFFERENCE OF 6”+/- DEPENDING ON FIELD CONDITIONS AT
<br />THE TIME OF THE FIELD SURVEY. CONTRACTOR TO VERIFY ALL EXISTING TOPOGRAPHICAL FEATURES PRIOR TO CONSTRUCTION, AND ADVISE OWNER OF ANY DISCREPANCIES.
<br />11.THE CONTRACTOR SHALL RESTORE ANY STRUCTURE, PIPE, UTILITY, PAVEMENT, CURBS, SIDEWALKS, LANDSCAPED AREAS, ETC. DISTURBED DURING CONSTRUCTION TO THE
<br />ORIGINAL CONDITION OR BETTER.
<br />12.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF MATERIALS AND STRUCTURES TO THE CONSTRUCTION MANAGER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.
<br />13.THE CONTRACTOR SHALL PRESERVE EXISTING VEGETATION WHERE POSSIBLE AND/OR AS NOTED ON DRAWINGS. REFER TO EROSION AND SEDIMENTATION PLAN FOR LIMIT OF
<br />DISTURBANCE AND NOTES.
<br />14.THE CONTRACTOR SHALL COMPACT FILL IN 6” MAXIMUM LIFTS UNDER ALL PARKING, BUILDING, AND DRIVE AREAS TO 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM
<br />D1557 (MODIFIED PROCTOR TEST), OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
<br />15.THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL RUBBISH, TRASH, DEBRIS, AND ORGANIC MATERIAL IN A LAWFUL MANNER.
<br />16.THE CONTRACTOR SHALL BE ADVISED THAT ALL EXCAVATION IS CONSIDERED UNCLASSIFIED AND THAT IT SHALL BE RESPONSIBLE FOR ALL MEANS, METHODS, AND MATERIALS OF
<br />CONSTRUCTION TO COMPLETE CONSTRUCTION AS DESIGNED. ADDITIONALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE OFF SITE DISPOSAL OF ANY AND ALL EXCESS
<br />OR UNSUITABLE MATERIAL UNABLE TO BE PLACED ON SITE AND THE IMPORTATION OF ANY BORROW MATERIAL NECESSARY TO COMPLETE THE JOB.
<br />17.ALL EXCAVATION AND GRADING CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING REPORT.
<br />18.SITE GRADING SHALL BE PERFORMED TO PROVIDE POSITIVE DRAINAGE TO STORM INLETS AND TO PRECLUDE THE PONDING OF WATER ON SITE.
<br />19.VERIFY REQUIRED SPOT ELEVATIONS/GRADING IN THE VICINITY OF THE BUILDINGS WITH THE ARCHITECTURAL PLANS.
<br />20.ALL ACCESSIBLE PARKING SPACES TO HAVE A MAXIMUM SLOPE OF 2% IN ANY DIRECTION.
<br />21.ALL SIDEWALKS, PATIO AREAS, AND ACCESSIBLE ROUTES TO THE BUILDING ARE TO HAVE A MAXIMUM CROSS SLOPE OF 2% AND A MAXIMUM LONGITUDINAL SLOPE OF 5%.
<br />22.CONTRACTOR TO FIELD VERIFY PROPOSED AND EXISTING GRADES, SLOPES, ETC., FOR PROPOSED ACCESSIBLE PARKING AREAS, RAMPS, ETC., WITH ARCHITECT, PRIOR TO
<br />CONSTRUCTION.
<br />23.LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE TAKEN FROM FIELD OBSERVATION, UTILITY MAPS, ETC., AND ARE NOT ASSUMED TO BE ACCURATE. PRIOR TO ANY
<br />CONSTRUCTION ACTIVITIES, CONTRACTOR TO DIG TEST PITS AT ALL PROPOSED UTILITY CROSSINGS, TO VERIFY LOCATION, DEPTH, SIZE, ETC. OF EXISTING UNDERGROUND
<br />UTILITIES, AND CONFIRM NEW UTILITY LINES CAN BE INSTALLED AS PROPOSED. ADVISE MEDEXPRESS CONSTRUCTION MANAGER IMMEDIATELY OF ANY CONFLICTS OR
<br />DISCREPANCIES.
<br />C5.0
<br />ZDF
<br />CBW
<br />CBW
<br />752647
<br />9/1/16
<br />CONSTRUCTION DOCS
<br />GRADING
<br />PLAN
<br />SHEET NO.
<br />JOB NO.:
<br />DATE:
<br />CHECKED:
<br />DRAWN:
<br />DESIGN:
<br />ISSUE:
<br />NO
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<br />W:\PROJECTS\MEDEXPRESS\752647-01 ARDEN HILLS, MN-GU\03-CIVIL\PLAN\PLAN\CDS\752647_5-GRADING.DWG - 9/22/2016 2:20 PM
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<br />D
<br />E
<br />N
<br />
<br />H
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<br />L
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<br />,
<br />
<br />M
<br />N
<br />
<br />
<br />5
<br />5
<br />1
<br />1
<br />2
<br />1
<br />09
<br />/
<br />2
<br />3
<br />/
<br />2
<br />0
<br />1
<br />6
<br />PL
<br />A
<br />N
<br />
<br />R
<br />E
<br />V
<br />I
<br />E
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<br />
<br />C
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<br />Minnesota'sOne Call-Center
<br />CALL 811 or (800)252 1166-
<br />(651)454 0002-
<br />GOPHER STATE O E ANCL L
<br />This i ieee ettmmnadvry
<br />GOPO T TESAHERNEALLC
<br />NOTE: REFER TO CONSTRUCTION DETAILS
<br />SHEET
<br />SLOPE ARROW
<br />TOP OF CURB ELEV.
<br />BOTTOM OF CURB ELEV.
<br />TC=XXX.XX
<br />BC=XXX.XX
<br />X.XX%
<br />REFER TO TITLE SHEET
<br />MAJOR CONTOUR
<br />MINOR CONTOUR
<br />BUILDING
<br />PROPOSED
<br />960
<br />FG=XXX.XX
<br />LEGEND
<br />EXISTING
<br />MATCH EXISTING ELEVATION(M.E.)
<br />BOTTOM OF CURBBC
<br />TOP OF CURBTC
<br />FINISHED GRADEFG
<br />CLEAN OUT
<br />FINISH ELEVATION / PAVEMENT
<br />ELEVATION IN PAVED AREA
<br />(UNLESS NOTED OTHERWISE)
<br />962
<br />CO
<br />DOWNSPOUT CONNECTIONDS
<br />STORM SEWERSTM
<br />CATCH BASIN
<br />1
<br />9.22.16
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