|
■
<br />CURB „A„
<br />TYPE
<br />B612 12"
<br />B618 18"
<br />B624 24"
<br />•
<br />•� I
<br />I,Il�)
<br />11�1�!�III��I��I��I!��I�11�1t�li�I������a�:�• �� -,�;�
<br />1���1���1��,�:♦I,.�1/��I,.��/!1/.�1/;�1,�♦I,.�11,�1/�71��:1���1.'i�71:
<br />it i. '�:11,I�'1I���.��:N,.•��.�P!�1i.�1�.��.�i�.��S.•�5•:��!.
<br />MIN. OF 4" AGG. BASE --
<br />1NDER CURB (IF TOTAL MINIMUM 1'
<br />BEHIND BACK
<br />THICKNESS OF
<br />SECTION ALLOWS) OF CURB
<br />�A 8"
<br />STANDARD GUTTER
<br />Z" RAID.
<br />13.5 "
<br />SPECIFICATION NOTES:
<br />1. UPON COMPLETION, CURBING SHOULD BE SPRAYED WITH A
<br />MEMBRANE CURING COMPOUND PER MNDOT 3754.
<br />2. EXPANSION JOINTS AT MAX. SPACING OF 200'.
<br />3. CONSTRUCT IN ACCORDANCE WITH MNDOT 2531.
<br />B6 STYLE LOUCKS PLATE NO.
<br />■ LOUCKS CONCRETE CURB 2009
<br />AND GUTTER DRAWN 2/2016
<br />4" CONCRETE WALK
<br />MN/DOT 2521
<br />■■ LOUCKS CONCRETE SIDEWALK
<br />SECTION
<br />4" GRANULAR MATERIAL
<br />MN/DOT 3149
<br />LOUCKS PLATE NO.
<br />2034
<br />DRAWN 12/2016
<br />PAVEMENT SECTION VARIES
<br />SLOPE GUTTER TO MATCH CONCRETE SIDEWALK -
<br />PARKING LOT DRAINAGE WIDTH &SECTION VARY
<br />REFER TO SITE PLAN
<br />TIP GUTTER OUT AS REQ'D
<br />1/2" RAID.
<br />r- 3/8 " LIP
<br />AGG. BASI
<br />VARIES
<br />■■ LOUCKS
<br />T_ C Q d d a° p G
<br />e a ° ° °
<br />1 a ° AV d d
<br />d °
<br />c °
<br />MIN. OF 4" -J
<br />AGG. BASE UNDER
<br />CURB (IF TOTAL
<br />THICKNESS OF
<br />SECTION ALLOWS)
<br />12" 8"
<br />20"
<br />SPECIFICATION NOTES:
<br />1. UPON COMPLETION, CURBING SHOULD BE SPRAYED WITH A
<br />MEMBRANE CURING COMPOUND PER MNDOT 3754.
<br />2. EXPANSION JOINTS AT MAX. SPACING OF 200'.
<br />3. CONSTRUCT IN ACCORDANCE WITH MNDOT 2531.
<br />FLAT CURB AND
<br />GUTTER (12")
<br />LOUCKS PLATE NO.
<br />2012
<br />DRAWN 2/2016
<br />REFER TO SITE PLAN FOR ADA
<br />PARKING SIGN LOCATION
<br />REFER TO SITE PLAN FOR
<br />ACCESS AISLE SIGN LOCATION
<br />(AISLE TO CONTAIN THE DESIGNATION
<br />NO PARKING" COMPLYING WITH
<br />MSBC 134.0502 IF ACCESS AISLE
<br />SIGNS ARE NOT SHOWN)
<br />4" WIDE PAINTED LINES,
<br />18" O.C., Q 45 DEG. TRAFFIC WHITE
<br />(AISLE TO CONTAIN THE DESIGNATION
<br />"NO PARKING" COMPLYING WITH
<br />MSBC 1341.0502 IF ACCESS AISLE
<br />SIGNS ARE NOT SHOWN
<br />a4"
<br />WIDE PAINTED
<br />REFER TO SITE PLAN
<br />FOR STALL DIMENSIONS
<br />5°
<br />v
<br />LIIV C�, irtr,rri�.
<br />WHITE
<br />8" DIAMETER
<br />ALL LINES 4" WIDE
<br />PROVIDE PAINTED
<br />INTERNATIONAL SYMBOL OF
<br />ACCESSIBILITY AT EACH
<br />DESIGNATED HANDICAP
<br />PARKING STALL. CENTER
<br />SYMBOL IN STALL.
<br />36" HC SIGNAGE PER MINNESOTA
<br />RULES 1341.0502
<br />NOT TO SCALE
<br />LOUCKS PLATE NO.
<br />■■ LOUCKS TYPICAL ADA PARKING 2037
<br />STALL STRIPING
<br />DRAWN 03/2017
<br />■ LOUCKS
<br />10
<br />0
<br />FINISHED GRADE
<br />1.5" BIT. WEAR COURSE,
<br />MN/DOT 2360 SPWEA240B
<br />TACK COAT, MN/DOT 2357
<br />2" BIT. NON -WEAR COURSE,
<br />MN/DOT 2360 SPNWB230B
<br />6" AGG. BASE, CLASS 5 OR 2 MN/DOT 3138
<br />GEOTEXTILE FILTER FABRIC TYPE V,
<br />MN/DOT 3733.2
<br />APPROVED SUBGRADE
<br />PAVEMENT SECTION BASED ON
<br />GEOTECHNICAL REPORT BY BRAUN
<br />INTERTEC, DATED 8/4/2021
<br />STANDARD BITUMINOUS
<br />PAVEMENT SECTION
<br />ATTACH SIGN TO POST
<br />WITH APPROPRIATE
<br />STAINLESS STEEL
<br />BOLTS, WASHERS &
<br />NUTS. (TYP. AT TOP &
<br />BOTTOM OF SIGN)
<br />"NO PARKING"
<br />I NOTES:
<br />1. PROVIDE (1) SIGN PER ACCESS
<br />AISLE
<br />2. HC SIGNAGE PER MINNESOTA
<br />RULES 1341.0502
<br />DETAIL
<br />CII Ifs 3. SEE DETAIL 2041 FOR SIGN
<br />INSTALLATION.
<br />HANDICAP ACCESS AISLE
<br />NO PARKING SIGN
<br />NOT TO SCALE
<br />LOUCKS PLATE NO.
<br />2031
<br />DRAWN 12/2016
<br />ATTACH SIGN TO POST
<br />WITH APPROPRIATE
<br />STAINLESS STEEL
<br />BOLTS, WASHERS &
<br />NUTS. (TYP. AT TOP &
<br />BOTTOM OF SIGN)
<br />"VAN ACCESSIBLE"
<br />o SIGN
<br />GRADE
<br />NOTES:
<br />1. PROVIDE (1) SIGN PER STALL
<br />2. HC SIGNAGE PER
<br />MINNESOTA RULES
<br />1341.0502
<br />3. SEE DETAIL 2041 FOR SIGN
<br />INSTALLATION.
<br />HANDICAP PARKING SIGN
<br />NOT TO SCALE
<br />■■ LOUCKS I TYPICAL ADA PARKING SIGN
<br />LOUCKS PLATE NO.
<br />DRAWN 12/2016
<br />■■ LOUCKS
<br />FINISHED GRADE
<br />2" BIT. WEAR COURSE,
<br />MN/DOT 2360 SPWEA240B
<br />TACK COAT, MN/DOT 2357
<br />2" BIT. NON -WEAR COURSE,
<br />MN/DOT 2360 SPNWB230B
<br />8" AGG. BASE, CLASS 5 OR 2 MN/DOT 3138
<br />GEOTEXTILE FILTER FABRIC TYPE V,
<br />MN/DOT 3733.2
<br />APPROVED SUBGRADE
<br />PAVEMENT SECTION BASED ON
<br />GEOTECHNICAL REPORT BY BRAUN
<br />INTERTEC, DATED 8/4/2021
<br />HEAVY DUTY BITUMINOUS
<br />PAVEMENT SECTION
<br />LOUCKS PLATE NO.
<br />2032
<br />DRAWN 12/2016
<br />MANHOLE CASTING AND COVER, NEENAH R-1642 OR
<br />ADJUST CASTING TO Y4" - APPROVED EQUAL WITH TWO (2) CONCEALED PICK HOLES.
<br />%2" BELOW FINISHED
<br />GRADE, TYPICAL FOR ALL
<br />VARIABLE THICKNESS HDPE ADJUSTING RINGS
<br />CASTINGS IN PAVEMENT
<br />AS REQUIRED. MIN. OF 4" ADJUSTMENT AND
<br />MAX. OF 12" ADJUSTMENT. USE LARGER
<br />ADJUSTMENT RINGS TO MINIMIZE THE NUMBER
<br />7"
<br />OINTS. INCLUDE ONE 2" RING IMMEDIATELY
<br />T
<br />ER THE CASTING. USE TAPERED RINGS TO
<br />CH CASTING TO STREET GRADE. APPLY
<br /><
<br />d
<br />YL SEALANT BETWEEN ALL THE JOINTS.
<br />INSTALL
<br />NCRETE RINGS SET IN A MORTAR BED ARE
<br />WHEN
<br />27EPTABLE.
<br />NOTES:
<br />M.H. IS
<br />PLACED
<br />d1.
<br />WHERE WATER MAY STAND, TOP OF MH
<br />OUTSIDE
<br />%REAMDE
<br />SHALL BE 2 FEET ABOVE GROUND,
<br />a OF THE
<br />AND/OR 2 FEET ABOVE THE 100 YEAR
<br />ROADWAY.
<br />„
<br />STORM WATER LEVEL.
<br />2. ON MANHOLES 8' DEEP AND GREATER A
<br />ONE FOOT FOUR INCH (1'-4") PRECAST
<br />SECTION SHALL BE PLACED
<br />4IMMEDIATELY
<br />BELOW CONE SECTION.
<br />3. WHEN MANHOLE DEPTH IS LESS THAN 8',
<br />STEPS 16
<br />A TOP SLAB SHALL BE USED IN PLACE OF
<br />DOWNSTHE
<br />CONE. TOP SLAB SHALL BE SUITABLE
<br />EXTRUDED ALUMINUM
<br />FOR AASHTO HS20 HIGHWAY LOADINGS.
<br />OR STEEL REINFORCED
<br />THE SLAB SHALL BE SET ON A MORTAR
<br />COPOLYMER PLASTIC.
<br />BED.
<br />4. ALL JOINTS BETWEEN SECTIONS SHALL
<br />HAVE RUBBER O-RING GASKETS.
<br />5. MINIMUM BASE SLAB THICKNESS, 6" TO
<br />14' DEPTH. INCREASE THICKNESS 1" FOR
<br />EACH 4' OF DEPTH GREATER THAN 14'.
<br />W
<br />pd
<br />A
<br />w
<br />w
<br />Z
<br />20" TO SPRING LINE
<br />Q
<br />"
<br />(MAX.)
<br />FLOW
<br />- -
<br />((BENCH
<br />NOTE: ALL SECTION A -A CONNECTIONS THROUGH MH SHALLHAVE A RUBBER BOOT. SLOPE 2"/FOOT
<br />d Id
<br />ANY FIELD ADDED I} -
<br />OPENING FOR PIPE d
<br />SHALL BE CORE • <, I d
<br />DRILLED AND AN
<br />ELASTOMERIC RUBBER • ' • • B B
<br />BOOT INSTALLED.
<br />SECTION B-B A
<br />LOUCKS PLATE NO.
<br />■■ LOUCKS STANDARD SANITARY 4000
<br />SEWER MANHOLE
<br />DRAWN 2/2016
<br />FINISHED GRADE
<br />6" CONCRETE MN/DOT 2301
<br />8" COMPACTED AGGREGATE BASE CL. 5 OR 2
<br />MN/DOT 3138
<br />APPROVED SUBGRADE
<br />NOTES:
<br />1. CONCRETE 6" THICK OR LESS SHALL BE REINFORCED WITH WELDED WIRE
<br />FABRIC OR REINFORCING BARS. CONCRETE 7" THICK OR GREATER SHALL
<br />BE REINFORCED PER GEOTECHNICAL RECOMMENDATIONS.
<br />2. SAWED OR FORMED CONTROL JOINTS SHOULD BE INCLUDED FOR EACH
<br />225 SQUARE FEET OF AREA OR LESS (15 FEET BY 15 FEET).
<br />3. SAW CUTS SHOULD NOT CUT THROUGH THE WELDED WIRE FABRIC OR
<br />REINFORCING STEEL AND DOWELS SHOULD BE UTILIZED AT FORMED
<br />AND/OR COLD JOINTS.
<br />■ LOUCKS CONCRETE PAVEMENT
<br />SECTION
<br />1' (12"-27" DIA. PIPE)
<br />1.5' (30" AND LARGER PIPE)
<br />RIt
<br />��.
<br />6" GRANULAR
<br />FILTER MATERIAL
<br />GEOTEXTILE FABRIC,
<br />TYPE IV
<br />SECTION B-B
<br />NOTE:
<br />ONE CUBIC YARD IS
<br />APPROXIMATELY 1.4 TONS.
<br />L DIA.-
<br />LOUCKS PLATE NO.
<br />2033
<br />DRAWN 12/2016
<br />MINIMUM RIPRAP REQUIRED
<br />DIA. OF
<br />PIPE (IN.)
<br />L (FT.)
<br />RCP
<br />QUANTITY
<br />(C.Y.)
<br />CMP/HDPE
<br />QUANTITY
<br />(C.Y.)
<br />CLASS
<br />12
<br />8
<br />5
<br />5
<br />III
<br />15
<br />8
<br />5
<br />5
<br />III
<br />18
<br />10
<br />6
<br />7
<br />III
<br />24
<br />12
<br />8
<br />1 10
<br />III
<br />30
<br />14
<br />12
<br />13
<br />III
<br />36
<br />16
<br />14
<br />17
<br />III
<br />42
<br />18
<br />22
<br />27
<br />IV
<br />48
<br />20
<br />26
<br />32
<br />IV
<br />>48
<br />22-28
<br />30-40
<br />32-40
<br />IV
<br />2'
<br />2-
<br />PLAN
<br />i
<br />L L► B
<br />I�1
<br />RIP -RAP OUT FROM THE APRON SHALL NOT
<br />BE HIGHER THAN THE APRON INVERT.
<br />RIPRAP
<br />1' (12"-27" DIA. PIPE)
<br />1.5' (30" AND LARGER PIPE)
<br />6" GRANULAR
<br />FILTER MATERIAL -
<br />SECTION A -A
<br />-GEOTEXTILE FABRIC TYPE IV
<br />EXTEND 1' UNDER APRON
<br />LOUCKS PLATE NO.
<br />■ LOUCKS RANDOM / HAND 4308
<br />PLACED RIPRAP
<br />DRAWN 2/2016
<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 />08/13/21 CITY SUBMITTAL
<br />09/03/21 CITY SUBMITTAL
<br />09/16/21 CITY SUBMITTAL
<br />1 hereby certify that this plan, n or report was
<br />prepared by me o r y cvision an that
<br />I am a duly Li d rcesfnat
<br />�f1iy�the
<br />laws of the Stat�uc
<br />V �1
<br />COST
<br />�
<br />NTrevor D. Gruys - PE
<br />License No. 53706
<br />Date
<br />Loucks Project No.
<br />20499
<br />Project Lead
<br />TDG
<br />Drawn By
<br />TDG/MDC
<br />Checked By
<br />TDG
<br />Review Date
<br />09/16/2021
<br />C1-1
<br />EXISTING CONDITIONS
<br />C1-2
<br />DEMOLITION PLAN
<br />C2-1
<br />SITE PLAN
<br />C3-1
<br />GRADING PLAN
<br />C3-2
<br />SWPPP
<br />C3-3
<br />SWPPP NOTES
<br />C4-1
<br />UTILITY PLAN
<br />C8-1
<br />CIVIL DETAILS
<br />C8-2
<br />CIVIL DETAILS
<br />L1-1
<br />LANDSCAPE PLAN
<br />L2-1
<br />LANDSCAPE DETAILS
<br />P1-1
<br />PHOTOMETRICS PLAN
<br />
|