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<br />11
<br />Resolution No. 7207
<br />0
<br />O
<br />2' MAX ADJACENT TO
<br />WALKABLE SURFACE,
<br />5' MAX ADJACENT TO
<br />NON -WALKABLE SURFACE
<br />(5)FLARE
<br />QS
<br />BACK OF CURB
<br />@ (IF REQUIRED)
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<br />FACE
<br />6
<br />FSA E
<br />io
<br />OF CURB
<br />�Mp LENGTN'
<br />CURB
<br />e
<br />MIN 3
<br />(fNgRE
<br />""E
<br />CURB CURB
<br />GTH
<br />�Mp EENGT1i
<br />FLARE LENGTH RAMP WIDTH FLARE LENGTH
<br />RAMP LENGTH
<br />A
<br />PLAN VIEW OF DIAGONAL RAMP
<br />PLAN VIEW OF PERPENDICULAR RAMP
<br />ADJACENT STREET GRADE, UNLESS OTHERW ISE SHOWN
<br />TURNING SPACE (LANDING)
<br />�RUNNIN ©LANDING ON PLAN
<br />RAMP LENGTH
<br />SIDEWALK RUNNING SLOPE 5% MAX, OR EQUAL TO
<br />RAMP
<br />ADJACENT STREET GRADE, UNLESS OTHERWISE SHOWN
<br />�R LN ©LANDING ON PLAN
<br />(2)DETECTABLE WARNING
<br />27" DIA
<br />@DETECTABLE WARNING
<br />REQUIRED WHEN
<br />SECTION A -A
<br />r @DETECTABLE WARNING
<br />/
<br />r�OO1 03 RAMP WIDTH 5O
<br />CURB FLARE LENGTH T T CURB FLARE LENGTH �{
<br />ELEVATION OF RAMP
<br />NOTES:
<br />0 CROSS SLOPE: THE MAXIMUM CROSS SLOPE IS 2.0% WITH ATARGET VALUE OF 1.5% EXCEPT FOR CROSSINGS THAT DO NOT HAVE FULL STOP
<br />OR YIELD CONTROL FOR VEHICULAR TRAFFIC THE CURB RAMP CROSS SLOPE MAY MATCH THE SLOPE OF THE CROSSING STREET.
<br />O RUNNING SLOPE: CURB RAMPS SHALL HAVE A TARGET RUNNING SLOPE OF 6.25% AND A MAXIMUM SLOPE OF 8.3%.
<br />0 RAMP WIDTH: THE MINIMUM WIDTH OF A CURB RAMP IS 4 FEET EXCLUDING CURBS AND FLARES. IF THE SIDEWALK FACILITY IS WIDER THAN
<br />4 FEET, THE TARGET VALUE FOR THE CURB RAMP IS EQUAL TO THE WIDTH OF THE SIDEWALK.
<br />O 4
<br />GRADE BREAKS: GRADE BREAKS AT THE TOP AND BOTTOM OF CURB RAMPS MUST BE PERPENDICULAR TO THE DIRECTION OF THE CURB
<br />RAMP RUN. GRADE BREAKS ARE NOT ALLOWED ON THE SURFACE OF CURB RAMP RUNS AND TURNING SPACES.
<br />O5 FLARED SIDES: WHERE THE SURFACE ADJACENT TO THE SIDEWALK IS A HARD (I.E. WALKABLE) SURFACE, THE FLARES ALONG THE SIDES OF
<br />THE CURB RAMP SHALL BE CONSTRUCTED AT 10% OR FLATTER. WHERE THE SURFACE ADJACENT TO THE SIDEWALK IS UNPAVED (TURF OR
<br />OTHER), CONCRETE FLARES ARE NOT REQUIRED UNLESS SHOWN ON THE PLAN. IF CONCRETE FLARES ARE NOT REQUIRED, GRADED FLARES
<br />WITH A MAX SLOPE OF 1:6 MAY BE USED.
<br />© TURNING SPACE (LANDINGS):
<br />A. PLACEMENT: ATURNING SPACE IS REQUIRED AT THE TOP OF PERPENDICULAR CURB RAMPS WHEN THE RAMP RUNNING SLOPE
<br />EXCEEDS 5%, AT THE TOP OF ALL RAMPS WHERE A CHANGE IN DIRECTION FOR USERS IS ANTICIPATED, AND AT THE BOTTOM OF
<br />PARALLEL (SIDEWALK PARALLELING BACK OF CURB) CURB RAMPS.
<br />B. SLOPE: THE MAXIMUM SLOPE IN ANY DIRECTION IS 2.0% WITH ATARGET VALUE OF 1.5%. WHEN TURNING SPACES ARE AT THE BACK
<br />OF CURB, CROSS SLOPES MAYBE INCREASED TO MATCH ALLOWABLE VALUES IN THE PEDESTRIAN STREET CROSSING SECTION.
<br />C. SIZE: THE TURNING SPACE SHALL BEA MINIMUM OF 4 FEET BY 4 FEET. WHERE THE TURNING SPACE IS ADJACENT TO A FIXED OBJECTOR
<br />CONSTRAINED ON ONE OR MORE SIDES, PROVIDES FEET IN THE DIRECTION OF THE PEDESTRIAN STREET CROSSING.
<br />@ DETECTABLE WARNINGS:
<br />A. THE DETECTABLE WARNING SHALL CONTRAST VISUALLY (LIGHT ON DARK OR DARK ON LIGHT) FROM THE SURROUNDING PAVED
<br />SURFACES.
<br />B. LOCATION: DETECTABLE WARNINGS SHALL BE INSTALLED AT ALL PEDESTRIAN STREET CROSSINGS, PUBLIC PARKING LOT ACCESS POINTS,
<br />AT -GRADE RAIL CROSSINGS, AND COMMERCIAL/INDUSTRIAL DRIVEWAYS THAT HAVE YIELD CONTROL, STOP CONTROL, OR TRAFFIC
<br />SIGNALS. DETECTABLE WARNING SURFACES SHOULD ONLY BE PROVIDED AT CROSSINGS OF COMMERCIAL/INDUSTRIAL ENTRANCES
<br />NOT MEETING THE ABOVE CRITERIA WHEN SHOWN IN THE PLAN. RECTANGULAR DETECTABLE WARNINGS SHALL BE SETBACK 3" FROM
<br />THE BACK OF CURB. RADIAL DETECTABLE WARNING SHALL BE SETBACK 3" MIN. TO 6" MAX. FROM THE BACK OF CURB.
<br />C. SIZE: DETECTABLE WARNING SURFACES SHALL EXTEND A MINIMUM OF 2 FEET IN THE DIRECTION OF PEDESTRIAN TRAVEL AND EXTEND
<br />THE FULL WIDTH OF THE CURB RAMP OR PEDESTRIAN ACCESS ROUTE.
<br />D. DOME ORIENTATION: ON CURB RAMPS, THE ROWS OF TRUNCATED DOMES SHOULD BE ALIGNED IN THE DIRECTION OF TRAVEL
<br />TOWARD THE CURB RAMP OPPOSITE THE STREET CROSSING ("DIRECTIONAL ALIGNMENT"). WHERE A DIRECTIONAL ALIGNMENT
<br />PRODUCES A GAP EQUAL TO OR GREATER THAN 2' OR 5' (SEE DETAIL ABOVE) BETWEEN THE TRUNCATED DOME AND THE NEAREST
<br />BACK OF CURB, THE DOMES SHALL BE ALIGNED ALONG THE BACK OF CURB AND RADIAL DOMES SHOULD BE CONSIDERED. DOMES
<br />SHOULD BE PLACED 3" FROM THE BACK OF CURB AT THE NEAREST POINT,
<br />E. PARALLEL CURB RAMPS: ON PARALLEL CURB RAMPS, DETECTABLE WARNING SHALL BE PLACED ON THE TURNING SPACE 3" FROM THE
<br />BACK OF CURB.
<br />® CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY OF THE ABOVE REQUIREMENTS CANNOT BE MET DUE TO SITE
<br />CONSTRAINTS.
<br />Q9 REFER TO MnDOT PEDESTRIAN CURB RAMP DETAILS, STANDARD PLAN S-297.250 (5 SHEETS) FOR ADDITIONAL DETAILS AND RAMP OPTIONS
<br />10 ALL PEDESTRIAN RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH MNDOT STANDARD PLANS 5-297.250 (5 SHEETS) WITH LATEST
<br />REVISION. ANY VARIANCE FROM THE STANDARD PLANS AND THIS DETAIL SHALL BE RESOLVED IN FAVOR OF THE STANDARD PLAN
<br />PED RAMP, WITH TRUNCATED DOMES,
<br />IN CURB RADIUS
<br />NOT TO SCALE
<br />�pPEDESTRIAN CURB DETAIL LOG BOLTON
<br />& SIDEWALK REVISIONS: DATE:
<br />ORONO PLATE NO: Created August 2018 & MEN K
<br />STR-007
<br />`9k@SHO��G Real People. Real Solutions.
<br />PIPE MATERIAL
<br />AS SPECIFIED
<br />GRANULAR FOUNDATION,
<br />BEDDING & ENCASEMENT
<br />MATERIAL AS SPECIFIED
<br />COMPACTED BACKFILL
<br />AS SPECIFIED
<br />OD + 24" MAX
<br />•
<br />12" MIN
<br />NON—RIGID STORM SEWER TRENCH
<br />NOT TO SCALE
<br />�O1V NON -RIGID PIPE DETAIL LOG BOLTON
<br />BEDDING REVISIONS: DATE: & MEN K
<br />y ORONO PLATE NO: Created August 2018
<br />STO-001
<br />`�kfSHOtI�G Real People. Real Solutions.
<br />1'
<br />VARIABLE SLOPE
<br />(SEE X -SEC'S)
<br />/
<br />NOTES:
<br />VARIES
<br />L 4" CONIC
<br />SIDEWALK (2521)
<br />4" AGGREGATE BASE
<br />CL 5 (2211)
<br />(INCIDENTAL TO WALK)
<br />1. BOULEVARD SLOPE TO BE BETWEEN 4.0% AND 6.0%
<br />2. WIDTH TO BE 5' IN RESIDENTIAL AREAS AND 6' IN
<br />COMMERCIAL AREAS OR ALONG COLLECTOR STREETS
<br />UNLESS OTHERWISE DIRECTED BY THE ENGINEER
<br />CONCRETE SIDEWALK
<br />NOT TO SCALE
<br />°mooCONCRETE
<br />SIDEWALK DETAIL LOG BOLTON
<br />REVISIONS: DATE: & MEN K
<br />ORONO PLATE N0: Created August 2018
<br />ti STR-006
<br />��gkESHO4�G` Real People. Real Solutions.
<br />O
<br />2' MAX ADJACENT TO
<br />WALKABLE SURFACE,
<br />5' MAH ADJACENT TO
<br />NON -WALKABLE SURFACE
<br />�o
<br />OF
<br />0 FLARE
<br />(IF REQUIRED)
<br />FACE
<br />¢�
<br />Project Lead
<br />OF CURB
<br />Drawn By
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<br />(fNgRf
<br />FSA E
<br />CURB CURB
<br />GTH
<br />�Mp LENGTN'
<br />FLARE LENGTH RAMP WIDTH FLARE LENGTH
<br />1-1-1
<br />MIN 3
<br />A
<br />PLAN VIEW OF DIAGONAL RAMP
<br />PLAN VIEW OF PERPENDICULAR RAMP
<br />NOTES:
<br />TURNING SPACE (LANDING)
<br />RAMP LENGTH
<br />SIDEWALK RUNNING SLOPE 5% MAX, OR EQUAL TO
<br />RAMP
<br />ADJACENT STREET GRADE, UNLESS OTHERW ISE SHOWN
<br />�RUNNIN ©LANDING ON PLAN
<br />(2) DETECTABLE WARNING
<br />1. TRACER WIRE ONLY
<br />SECTION A -A
<br />(2)DETECTABLE WARNING
<br />OO I �3 RAMP WIDTH 5O
<br />F� CURB FLARE LENGTH T T CURB FLARE LENGTH �{
<br />ELEVATION OF RAMP
<br />NOTES:
<br />0 CROSS SLOPE: THE MAXIMUM CROSS SLOPE IS 2.0% WITH A TARGET VALUE OF 1.5% EXCEPT FOR CROSSINGS THAT DO NOT HAVE FULL STOP
<br />OR YIELD CONTROL FOR VEHICULAR TRAFFIC THE CURB RAMP CROSS SLOPE MAY MATCH THE SLOPE OF THE CROSSING STREET.
<br />O RUNNING SLOPE: CURB RAMPS SHALL HAVE ATARGET RUNNING SLOPE OF 6.25% AND A MAXIMUM SLOPE OF 8.3%.
<br />0 RAMP WIDTH: THE MINIMUM WIDTH OF A CURB RAMP IS FEET EXCLUDING CURBS AND FLARES. IF THE SIDEWALK FACILITY IS WIDER THAN
<br />4 FEET, THE TARGET VALUE FOR THE CURB RAMP 15 EQUAL TO THE WIDTH OF THE SIDEWALK.
<br />GRADE BREAKS: GRADE BREAKS AT THE TOP AND BOTTOM OF CURB RAMPS MUST BE PERPENDICULAR TO THE DIRECTION OF THE CURB
<br />RAMP RUN. GRADE BREAKS ARE NOT ALLOWED ON THE SURFACE OF CURB RAMP RUNS AND TURNING SPACES.
<br />O5 FLARED SIDES: WHERE THE SURFACE ADJACENT TO THE SIDEWALK IS A HARD (I.E. WALKABLE) SURFACE, THE FLARES ALONG THE SIDES OF
<br />THE CURB RAMP SHALL BE CONSTRUCTED AT 10% OR FLATTER. WHERE THE SURFACE ADJACENT TO THE SIDEWALK IS UNPAVED (TURF OR
<br />OTHER), CONCRETE FLARES ARE NOT REQUIRED UNLESS SHOWN ON THE PLAN. IF CONCRETE FLARES ARE NOT REQUIRED, GRADED FLARES
<br />WITH A MAX SLOPE OF 1:6 MAY BE USED.
<br />© TURNING SPACE (LANDINGS):
<br />A. PLACEMENT: ATURNING SPACE IS REQUIRED AT THE TOP OF PERPENDICULAR CURB RAMPS WHEN THE RAMP RUNNING SLOPE
<br />EXCEEDS 5%, AT THE TOP OF ALL RAMPS WHERE A CHANGE IN DIRECTION FOR USERS IS ANTICIPATED, AND AT THE BOTTOM OF
<br />PARALLEL (SIDEWALK PARALLELING BACK OF CURB) CURB RAMPS.
<br />B. SLOPE: THE MAXIMUM SLOPE IN ANY DIRECTION IS 2.0% WITH A TARGET VALUE OF 1.5%. WHEN TURNING SPACES ARE AT THE BACK
<br />OF CURB, CROSS SLOPES MAYBE INCREASED TO MATCH ALLOWABLE VALUES IN THE PEDESTRIAN STREET CROSSING SECTION.
<br />C. SIZE: THE TURNING SPACE SHALL BEA MINIMUM OF 4 FEET BY 4 FEET. WHERE THE TURNING SPACE IS ADJACENT TO A FIXED OBJECTOR
<br />CONSTRAINED ON ONE OR MORE SIDES, PROVIDES FEET IN THE DIRECTION OF THE PEDESTRIAN STREET CROSSING.
<br />@ DETECTABLE WARNINGS:
<br />A. THE DETECTABLE WARNING SHALL CONTRAST VISUALLY (LIGHT ON DARK OR DARK ON LIGHT) FROM THE SURROUNDING PAVED
<br />SURFACES.
<br />B. LOCATION: DETECTABLE WARNINGS SHALL BE INSTALLED AT ALL PEDESTRIAN STREET CROSSINGS, PUBLIC PARKING LOT ACCESS POINTS,
<br />AT -GRADE RAIL CROSSINGS, AND COMMERCIAL/INDUSTRIAL DRIVEWAYS THAT HAVE YIELD CONTROL, STOP CONTROL, OR TRAFFIC
<br />SIGNALS. DETECTABLE WARNING SURFACES SHOULD ONLY BE PROVIDED AT CROSSINGS OF COMMERCIAL/INDUSTRIAL ENTRANCES
<br />NOT MEETING THE ABOVE CRITERIA WHEN SHOWN IN THE PLAN. RECTANGULAR DETECTABLE WARNINGS SHALL BE SETBACK 3" FROM
<br />THE BACK OF CURB. RADIAL DETECTABLE WARNING SHALL BE SETBACK 3" MIN. TO 6" MAX. FROM THE BACK OF CURB.
<br />C. SIZE: DETECTABLE WARNING SURFACES SHALL EXTEND A MINIMUM OF 2 FEET IN THE DIRECTION OF PEDESTRIAN TRAVEL AND EXTEND
<br />THE FULL WIDTH OF THE CURB RAMP OR PEDESTRIAN ACCESS ROUTE.
<br />D. DOME ORIENTATION: ON CURB RAMPS, THE ROWS OF TRUNCATED DOMES SHOULD BE ALIGNED IN THE DIRECTION OF TRAVEL
<br />TOWARD THE CURB RAMP OPPOSITE THE STREET CROSSING ("DIRECTIONAL ALIGNMENT"). WHERE A DIRECTIONAL ALIGNMENT
<br />PRODUCES A GAP EQUAL TO OR GREATER THAN 2' OR 5' (SEE DETAIL ABOVE) BETWEEN THE TRUNCATED DOME AND THE NEAREST
<br />BACK OF CURB, THE DOMES SHALL BE ALIGNED ALONG THE BACK OF CURB AND RADIAL DOMES SHOULD BE CONSIDERED. DOMES
<br />SHOULD BE PLACED 3" FROM THE BACK OF CURB AT THE NEAREST POINT,
<br />E. PARALLEL CURB RAMPS: ON PARALLEL CURB RAMPS, DETECTABLE WARNING SHALL BE PLACED ON THE TURNING SPACE 3" FROM THE
<br />BACK OF CURB.
<br />® CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY OF THE ABOVE REQUIREMENTS CANNOT BE MET DUE TO SITE
<br />CONSTRAINTS.
<br />Q9 REFER TO MnDOT PEDESTRIAN CURB RAMP DETAILS, STANDARD PLAN S-297.250 (5 SHEETS) FOR ADDITIONAL DETAILS AND RAMP OPTIONS
<br />10 ALL PEDESTRIAN RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH MNDOT STANDARD PLANS 5-297.250 (5 SHEETS) WITH LATEST
<br />REVISION. ANY VARIANCE FROM THE STANDARD PLANS AND THIS DETAIL SHALL BE RESOLVED IN FAVOR OF THE STANDARD PLAN
<br />PED RAMP, WITH TRUNCATED DOMES,
<br />IN CURB RADIUS
<br />NOT TO SCALE
<br />�0\ PEDESTRIAN CURB DETAIL LOG B0 LTO N
<br />&SIDEWALK REVISIONS: DATE:
<br />Created August 2018
<br />ORONO PLATE NO: & MEN K
<br />ti STR-007
<br />�lgkFSHO��G� Real People. Real Solutions.
<br />�oNCATCH BASIN DETAIL LOG
<br />BOLTON
<br />0� ORONO PLATE N0: DESIGN H REVISIONS: DATE:
<br />STO-100 Created August 2018 & MEN K
<br />WITH TRACER WIRE
<br />FIgKESHO�1G` Real People. Real Solutions.
<br />GRADE i
<br />m
<br />-YPE 9.5 WEARING COURSE (SPWEA240B) (2360)
<br />JIINOUS TACK COAT (2357)
<br />PE 12.5 NON -WEARING COURSE (SPNWB230B) (2360)
<br />GREGATE BASE, CL 5 (2211)
<br />.#ALJ,,RADE PREPARATION (2112) (INCIDENTAL)
<br />BITUMINOUS TYPICAL SECTION
<br />NOT TO SCALE
<br />BITUMINOUS DETAIL LOG BOLTON
<br />( PATCH REVISIONS: DATE: & MEN K
<br />ORONO PLATE NO: Created August 2018
<br />s STR-100
<br />F�9KESHOR�G Real People. Real Solutions.
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<br />CASTING TYPE R -3067-V (TYP)
<br />Project Lead
<br />OR AS SPECIFIED ON PLANS
<br />Drawn By
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<br />VMA
<br />f
<br />06-14-21
<br />C4-1
<br />- — — — — — —
<br />C8-1
<br />DETAIL SHEETS
<br />1-1-1
<br />MIN 3
<br />L2-1
<br />LANDSCAPE DETAILS
<br />MAX 6
<br />NOTES:
<br />O
<br />CONCRETE ADJUSTING
<br />RINGS WITH NON -SHRINK
<br />1. TRACER WIRE ONLY
<br />27" DIA
<br />GROUT AND PLASTERED
<br />REQUIRED WHEN
<br />511
<br />a1/2"
<br />THICK INSIDE AND OUT
<br />DIRECTED BY THE CITY
<br />Ln
<br />ENGINEER
<br />FILL ANNULAR SPACE AROUND
<br />>
<br />PIPE WITH NON -SHRINK GROUT
<br />INSIDE & OUT (TYP)
<br />SLOPE 1" I
<br />I
<br />PER FT
<br />REFER TO PLANS FOR
<br />PIPE REQUIRED
<br />MIN 8" POURED
<br />OR PRECAST BASE
<br />01 BRING TRACER WIRE INTO
<br />CATCH BASIN BELOW FIRST
<br />CATCH BASIN, DESIGN H
<br />ADJUSTING RING, PROVIDE
<br />3' MIN COIL OF TRACER
<br />WITH TRACER WIRE
<br />WIRE WITHIN THE CATCH BASIN
<br />NOT TO SCALE
<br />�oNCATCH BASIN DETAIL LOG
<br />BOLTON
<br />0� ORONO PLATE N0: DESIGN H REVISIONS: DATE:
<br />STO-100 Created August 2018 & MEN K
<br />WITH TRACER WIRE
<br />FIgKESHO�1G` Real People. Real Solutions.
<br />GRADE i
<br />m
<br />-YPE 9.5 WEARING COURSE (SPWEA240B) (2360)
<br />JIINOUS TACK COAT (2357)
<br />PE 12.5 NON -WEARING COURSE (SPNWB230B) (2360)
<br />GREGATE BASE, CL 5 (2211)
<br />.#ALJ,,RADE PREPARATION (2112) (INCIDENTAL)
<br />BITUMINOUS TYPICAL SECTION
<br />NOT TO SCALE
<br />BITUMINOUS DETAIL LOG BOLTON
<br />( PATCH REVISIONS: DATE: & MEN K
<br />ORONO PLATE NO: Created August 2018
<br />s STR-100
<br />F�9KESHOR�G Real People. Real Solutions.
<br />S%
<br />v `" TyA (:i)
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<br />O� (J) 4)
<br />4
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<br />19767
<br />Project Lead
<br />JAS
<br />Drawn By
<br />w
<br />t
<br />VMA
<br />f
<br />06-14-21
<br />C4-1
<br />UTILITY PLAN
<br />C8-1
<br />DETAIL SHEETS
<br />1-1-1
<br />LANDSCAPE PLAN
<br />L2-1
<br />LANDSCAPE DETAILS
<br />I� 4'-011
<br />a
<br />I
<br />GROUT INVERT
<br />7I
<br />a a a"a
<br />PRECAST CONCRETE
<br />BASE
<br />NOTES:
<br />2
<br />CASTING AS SPECIFIED
<br />MIN 3
<br />MAX 6
<br />CONCRETE ADJUSTING
<br />RINGS WITH NON -SHRINK
<br />GROUT AND PLASTERED
<br />1/2" THICK INSIDE AND OUT
<br />PLACE BITUMINOUS
<br />MASTIC BETWEEN SECTIONS
<br />O1 BRING TRACER WIRE INTO
<br />MANHOLE BELOW FIRST
<br />ADJUSTING RING, PROVIDE
<br />T MIN COIL OF TRACER
<br />WIRE WITHIN THE MANHOLE
<br />FILL ANNULAR SPACE AROUND
<br />PIPE WITH NON -SHRINK GROUT
<br />INSIDE & OUT (TYP)
<br />SEE PLAN FOR
<br />PIPE SIZE
<br />CASTING TO BE R-1642
<br />OR R -2501-C
<br />DEPENDING ON
<br />PROPOSED USE
<br />30 TRACER WIRE TO BE
<br />USED WHEN
<br />NON-CONDUCTIVE
<br />PIPE IS INSTALLED
<br />1. TRACER WIRE ONLY REQUIRED WHEN
<br />DIRECTED BY THE CITY ENGINEER
<br />STORM SEWER STRUCTURE, DESIGN F
<br />TYPE "B" CONE WITH TRACER WIRE
<br />NOT TO SCALE
<br />STORM SEWER STRUCTURE DETAIL LOG BOLTON
<br />Q DESIGN F TYPE 11B" CONE
<br />W/ TRACER WIRE REVISIONS: DATE: & MEN K
<br />ORONO PLATE NO: Created August 2018
<br />SHo��G; STO-101-1 Real People. Real Solutions.
<br />.. LOUCKS
<br />PLANNING
<br />CIVIL ENGINEERING
<br />LAND SURVEYING
<br />LANDSCAPE ARCHITECTURE
<br />ENVIRONMENTAL
<br />7200 Hemlock Lane, Suite 300
<br />Maple Grove, MN 55369
<br />763.424.5505
<br />www.loucksinc.com
<br />CADD files prepared by the Consultant for this project are
<br />instruments of the Consultant professional services for use solely
<br />with respect to this project. These CADD files shall not be used
<br />on other projects, for additions to this project, or for completion
<br />of this project by others without written approval by the
<br />Consultant. With the Consultant's approval, others may be
<br />permitted to obtain copies of the CADD drawing files for
<br />information and reference only. All intentional or unintentional
<br />revisions, additions, or deletions to these CADD files shall be
<br />made at the full risk of that party making such revisions, additions
<br />or deletions and that party shall hold harmless and indemnify the
<br />Consultant from any & all responsibilities, claims, and liabilities.
<br />05-19-21 CITY SUBMITTAL
<br />06-14-21 CITY COMMENTS
<br />I hereby certify that this plan, specification or report was
<br />prepared by me or under my direct supervision and that
<br />I am a duly Licensed Professional Engineer under the
<br />laws of the State of Minnesota.
<br />Jeffrey A. Shopek - PE
<br />License No. 19624
<br />Date 06-14-21
<br />Loucks Project No.
<br />19767
<br />Project Lead
<br />JAS
<br />Drawn By
<br />TRG
<br />Checked By
<br />VMA
<br />Review Date
<br />06-14-21
<br />C1-1 EXISTING CONDITIONS PLAN
<br />C1-2
<br />DEMOLITION PLAN
<br />C2-1
<br />SITE PLAN
<br />C3-1
<br />GRADING & DRAINAGE PLAN
<br />C3-2
<br />SWPP PLAN
<br />C3-3
<br />SWPP NOTES & DETAILS
<br />C4-1
<br />UTILITY PLAN
<br />C8-1
<br />DETAIL SHEETS
<br />1-1-1
<br />LANDSCAPE PLAN
<br />L2-1
<br />LANDSCAPE DETAILS
<br />
|