|
1/2" R — 6" _1 3"R
<br />1
<br />3 1/2" R
<br />_ SLOPE 3/4" PER FT.
<br />N
<br />m a -
<br />-1r2" H2
<br />6"8" 12" A MINIMUM OF 4" OF CLASS 5
<br />SHALL BE PLACED BELOW THE CURB
<br />2 - #4 REINFORCING RODS AT CATCH BASINS
<br />20 FEET IN LENGTH, CENTERED ON THE STRUCTURE
<br />01N.T.S. B612 CONCRETE CURB & GUTTER -
<br />5'-0" MIN WIDTH
<br />4" P.C. CONCRETE
<br />2.00%
<br />4" CLASS 5
<br />SECTION
<br />A -A
<br />GENERAL NOTES FOR CONCRETE CONSTRUCTION:
<br />1. THE CONCRETE SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
<br />THE REQUIREMENTS OF MN/DOT "STANDARD SPECIFICATIONS FOR
<br />CONSTRUCTION".
<br />2. SIDEWALK CONTROL JOINTS SHALL BE LOCATED AT 5 FEET ON CENTER.
<br />SIDEWALK EXPANSION JOINTS SHALL BE LOCATED AT A MAXIMUM OF 100
<br />FEET ON CENTER, AND WHERE SIDEWALK ABUTS CURB, STRUCTURES, AND
<br />OTHER FIXED OBJECTS. SEAL ALL EXPANSION JOINTS. BROOM FINISH SHALL BE
<br />PERPENDICULAR TO THE LINE OF TRAFFIC.
<br />*THE THICKNESS SHALL BE INCREASED TO A
<br />MINIMUM DEPTH OF _ INCHES AT DRIVEWAY
<br />CROSSINGS.
<br />*7T.S.
<br />CONCRETE SIDEWALK
<br />I�]�9[eI�[ili�1:1���1►[etel:7_\�]q
<br />V)
<br />W
<br />it
<br />a
<br />>
<br />MI IMUM 4" SAND FILL 2" MINIMUM
<br />STYROFOAM
<br />------------------------------------------- INSULATION
<br />6" SAND FILL
<br />RIGID INSULATION
<br />PIPE
<br />VARIES
<br />NOTES:
<br />PIPE SHALL BE CENTERED UNDER INSULATION UNLESS OTHERWISE SPECIFIED
<br />COVER OVER WIDTH OF INSULATION
<br />PIPE "A" BOARD "B"
<br />2' 12'
<br />3' 10'
<br />4' 8-
<br />5- 6' 2" OF INSULATION = 2' OF COVER
<br />6' 4'
<br />*77.s.
<br />INSULATION DETAIL FOR
<br />SHALLOW PIPE
<br />Sep 27, 2019 - 2:48pm - User:afeldberg L:\PROJECTS\21797\CAD\Civil\Sheets\21797-C9-DETL.dwg
<br />T OPENING
<br />a a
<br />a
<br />02N.T.S. CURB CUT
<br />NOTE: ANY SIGN FREE
<br />STANDING IN
<br />ASPHALT PARKING
<br />LOT SHALL BE
<br />MOUNTED AS
<br />SHOWN.
<br />Zr)
<br />m <
<br />PROVIDE VAN
<br />ACCESSIBLE SIGN AT
<br />RIGHT HAND
<br />DISCHARGE PARKING
<br />SPACES
<br />m
<br />PAVING
<br />1'
<br />I
<br />PARKING Ln
<br />VEHICLE ID
<br />REQUIRED
<br />UP TO $200 FINE
<br />FOR VIOLATION
<br />I
<br />VAN
<br />ACCESSIBLE
<br />PROVIDE NO PARKING,
<br />ACCESS AISLE SIGN
<br />CENTERED AT HEAD OF
<br />ACCESSIBLE ACCESS AISLE
<br />STANDARD
<br />MNDOT SIGN
<br />NO. R7 -8M
<br />0
<br />A
<br />STANDARD o
<br />0
<br />MNDOT SIGN X >
<br />X o
<br />PLACE CASTING R-1976 OR
<br />°
<br />a
<br />a a
<br />Zn
<br />4" x 4" STEEL TUBE ui z
<br />zn m
<br />ui m
<br />(SEE SIGN DETAILS z_ m
<br />_
<br />z00
<br />IN PAVED AREAS
<br />J11
<br />NO PARKING
<br />••
<br />THIS SHEET)
<br />m
<br />fV
<br />ACCESSIBLE STALL
<br />r4.
<br />O
<br />02N.T.S. CURB CUT
<br />NOTE: ANY SIGN FREE
<br />STANDING IN
<br />ASPHALT PARKING
<br />LOT SHALL BE
<br />MOUNTED AS
<br />SHOWN.
<br />Zr)
<br />m <
<br />PROVIDE VAN
<br />ACCESSIBLE SIGN AT
<br />RIGHT HAND
<br />DISCHARGE PARKING
<br />SPACES
<br />m
<br />PAVING
<br />1'
<br />I
<br />PARKING Ln
<br />VEHICLE ID
<br />REQUIRED
<br />UP TO $200 FINE
<br />FOR VIOLATION
<br />I
<br />VAN
<br />ACCESSIBLE
<br />PROVIDE NO PARKING,
<br />ACCESS AISLE SIGN
<br />CENTERED AT HEAD OF
<br />ACCESSIBLE ACCESS AISLE
<br />STANDARD
<br />MNDOT SIGN
<br />NO. R7 -8M
<br />ONE WRAP OF #30
<br />ROOFING FELT
<br />IIIA, �II
<br />1.5
<br />GRANULAR BASE a
<br />CONCRETE
<br />*)7T.s.
<br />ACCESSIBLE PARKING SIGN
<br />WITH BOLLARD
<br />0
<br />A
<br />STANDARD o
<br />0
<br />MNDOT SIGN X >
<br />X o
<br />PLACE CASTING R-1976 OR
<br />NO. R7 -8B 2 a
<br />>O
<br />g
<br />Zn
<br />4" x 4" STEEL TUBE ui z
<br />zn m
<br />ui m
<br />(SEE SIGN DETAILS z_ m
<br />_
<br />z00
<br />IN PAVED AREAS
<br />J11
<br />NO PARKING
<br />••
<br />THIS SHEET)
<br />m
<br />fV
<br />ACCESSIBLE STALL
<br />r4.
<br />O
<br />W
<br />B
<br />MARKING
<br />6"0 SCH. 40 STEEL �^ z
<br />�^ _
<br />SEE DETAIL
<br />FEMALE ADAPTOR
<br />LU
<br />PIPE -FILL WITH CONC.
<br />PLAN VIEW OF ADA PARKING
<br />STANDARD
<br />ONE WRAP OF #30
<br />ROOFING FELT
<br />IIIA, �II
<br />1.5
<br />GRANULAR BASE a
<br />CONCRETE
<br />*)7T.s.
<br />ACCESSIBLE PARKING SIGN
<br />WITH BOLLARD
<br />ATTACH THE WOVEN WIRE
<br />FENCE TO EACH POST WITH
<br />THREE WIRE TIES OR OTHER
<br />FASTENERS (SEE NOTE 1)
<br />CROSS BRACE
<br />m
<br />m
<br />NO PARKING
<br />ACCESS
<br />AISLE
<br />SILT FENCE MATERIAL TO BE
<br />FASTENED SECURELY TO
<br />WOVEN WIRE FENCE WITH
<br />THREE TIES SPACED AT 30"
<br />ON CENTER (SEE NOTE 1)
<br />5' MIN.
<br />WITH GRATE SECURELY FASTEN
<br />OVERLAPPING ENDS OF
<br />WOVEN WIRE FENCE WITH SILT FENCE MATERIAL
<br />SILT FENCE MATERIAL COVER TO ADJACENT STAKES
<br />WITH THREE WIRE TIES
<br />OR OTHER FASTENERS
<br />EXTEND WIRE
<br />FENCE A MIN. OF � V/VA
<br />3" INTO GROUND \ POSTS: 2 X 4 WOODEN STAKE FENCE:
<br />VAAxA WOVEN WIRE, 14-1/2 GA., 6" MAX. MESH
<br />EXTEND SILT FENCE /� OPENING FABRIC: IN ACCORDANCE WITH
<br />MATERIAL A MIN. OF \ \ ASTM D 6461 LATEST EDITION.
<br />V-0" INTO GROUND \
<br />1. ATTACH THE WOVEN WIRE FENCE TO EACH POST AND THE GEOTEXTILE TO THE WOVEN WIRE FENCE
<br />(SPACED EVERY 30") WITH THREE WIRE TIES OR OTHER FASTENERS, ALL SPACED WITHIN THE TOP 8" OF
<br />THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE
<br />AT LEAST 1" VERTICALLY APART.
<br />2. WHEN TWO SECTIONS OF SILT FENCE MATERIAL ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED
<br />ACROSS TWO POSTS.
<br />3. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE SWPPP. DEPTH OF ACCUMULATED SEDIMENTS
<br />MAY NOT EXCEED ONE-HALF THE HEIGHT OF THE FABRIC. MAINTENANCE CLEANOUT MUST BE
<br />CONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ONE-HALF THE
<br />HEIGHT OF THE SILT FENCE MATERIAL ABOVE GRADE.
<br />4. ALL SILT FENCE INLETS SHALL INCLUDE WIRE SUPPORT.
<br />IPJ
<br />�Ts.SILT FENCE INLET PROTECTION
<br />* REFER TO BITUMINOUS MIX DESIGN
<br />REQUIREMENT PROVIDED BY THE
<br />GEOTECHNICAL CONSULTANT
<br />2" BITUMINOUS WEAR COURSE, MN/DOT 2360 SPWE*
<br />2" BITUMINOUS BASE COURSE, MN/DOT 2360 SPNW*
<br />6" CLASS 5 AGGREGATE BASE, MN/DOT 3138
<br />XX" SELECT GRANULAR MATERIAL, MN/DOT 3149.26
<br />(IF REQUIRED BY SOILS ENGINEER)
<br />GEOFABRIC, MN/DOT TYPE V, MIRAFI 50OX
<br />(IF REQUIRED BY SOILS ENGINEER)
<br />APPROVED SUBGRADE
<br />NOTES:
<br />1. THE PAVEMENT SECTIONS SHALL BE CONSTRUCTED IN
<br />ACCORDANCE WITH MNDOT "STANDARD SPECIFICATION
<br />FOR CONSTRUCTION", AND ALSO THE REQUIREMENTS OF
<br />THE OWNER'S GEOTECHNICAL CONSULTANT.
<br />2. ALL THICKNESSES, AS SPECIFIED, ARE TO BE CONSIDERED
<br />MINIMUM DEPTHS, AFTER COMPACTION.
<br />3. MN/DOT SPEC. 2357 BITUMINOUS TACK COAT SHALL BE
<br />PLACED BETWEEN SUCCESSIVE BITUMINOUS LIFTS AND
<br />AGAINST ABUTTING CONCRETE CURB EDGES.
<br />*77.
<br />PAVEMENT SECTIONS
<br />S.
<br />NO PARKING SIGN
<br />ACCESSIBLE INTEGRAL
<br />PARKING SIGN4F—B SIDEWALK CURB
<br />SEE DETAIL SEE DETAIL
<br />8' a a
<br />° ° Q
<br />AMAX a a - a 8
<br />a a a
<br />. a • n c.
<br />2'
<br />EXISTING PROPOSED
<br />TACK EXISTING FULL -DEPTH SAW CUT
<br />BITUMINOUS EDGE & MILL - 12 WIDE (MIN)
<br />EXISTING BASE COURSE
<br />EXISTING
<br />ASPHALT,
<br />A
<br />0 0 0 0
<br />v,D,
<br />0 0 0 0 0 0 04
<br />PLACE CASTING R-1976 OR
<br />EXISTING
<br />Do �"b
<br />AGBA FATE
<br />0 0 0 0 0 0
<br />IN PAVED AREAS
<br />J11
<br />NO PARKING
<br />••
<br />I
<br />STRIPING - 4"
<br />ATTACH THE WOVEN WIRE
<br />FENCE TO EACH POST WITH
<br />THREE WIRE TIES OR OTHER
<br />FASTENERS (SEE NOTE 1)
<br />CROSS BRACE
<br />m
<br />m
<br />NO PARKING
<br />ACCESS
<br />AISLE
<br />SILT FENCE MATERIAL TO BE
<br />FASTENED SECURELY TO
<br />WOVEN WIRE FENCE WITH
<br />THREE TIES SPACED AT 30"
<br />ON CENTER (SEE NOTE 1)
<br />5' MIN.
<br />WITH GRATE SECURELY FASTEN
<br />OVERLAPPING ENDS OF
<br />WOVEN WIRE FENCE WITH SILT FENCE MATERIAL
<br />SILT FENCE MATERIAL COVER TO ADJACENT STAKES
<br />WITH THREE WIRE TIES
<br />OR OTHER FASTENERS
<br />EXTEND WIRE
<br />FENCE A MIN. OF � V/VA
<br />3" INTO GROUND \ POSTS: 2 X 4 WOODEN STAKE FENCE:
<br />VAAxA WOVEN WIRE, 14-1/2 GA., 6" MAX. MESH
<br />EXTEND SILT FENCE /� OPENING FABRIC: IN ACCORDANCE WITH
<br />MATERIAL A MIN. OF \ \ ASTM D 6461 LATEST EDITION.
<br />V-0" INTO GROUND \
<br />1. ATTACH THE WOVEN WIRE FENCE TO EACH POST AND THE GEOTEXTILE TO THE WOVEN WIRE FENCE
<br />(SPACED EVERY 30") WITH THREE WIRE TIES OR OTHER FASTENERS, ALL SPACED WITHIN THE TOP 8" OF
<br />THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE
<br />AT LEAST 1" VERTICALLY APART.
<br />2. WHEN TWO SECTIONS OF SILT FENCE MATERIAL ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED
<br />ACROSS TWO POSTS.
<br />3. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE SWPPP. DEPTH OF ACCUMULATED SEDIMENTS
<br />MAY NOT EXCEED ONE-HALF THE HEIGHT OF THE FABRIC. MAINTENANCE CLEANOUT MUST BE
<br />CONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ONE-HALF THE
<br />HEIGHT OF THE SILT FENCE MATERIAL ABOVE GRADE.
<br />4. ALL SILT FENCE INLETS SHALL INCLUDE WIRE SUPPORT.
<br />IPJ
<br />�Ts.SILT FENCE INLET PROTECTION
<br />* REFER TO BITUMINOUS MIX DESIGN
<br />REQUIREMENT PROVIDED BY THE
<br />GEOTECHNICAL CONSULTANT
<br />2" BITUMINOUS WEAR COURSE, MN/DOT 2360 SPWE*
<br />2" BITUMINOUS BASE COURSE, MN/DOT 2360 SPNW*
<br />6" CLASS 5 AGGREGATE BASE, MN/DOT 3138
<br />XX" SELECT GRANULAR MATERIAL, MN/DOT 3149.26
<br />(IF REQUIRED BY SOILS ENGINEER)
<br />GEOFABRIC, MN/DOT TYPE V, MIRAFI 50OX
<br />(IF REQUIRED BY SOILS ENGINEER)
<br />APPROVED SUBGRADE
<br />NOTES:
<br />1. THE PAVEMENT SECTIONS SHALL BE CONSTRUCTED IN
<br />ACCORDANCE WITH MNDOT "STANDARD SPECIFICATION
<br />FOR CONSTRUCTION", AND ALSO THE REQUIREMENTS OF
<br />THE OWNER'S GEOTECHNICAL CONSULTANT.
<br />2. ALL THICKNESSES, AS SPECIFIED, ARE TO BE CONSIDERED
<br />MINIMUM DEPTHS, AFTER COMPACTION.
<br />3. MN/DOT SPEC. 2357 BITUMINOUS TACK COAT SHALL BE
<br />PLACED BETWEEN SUCCESSIVE BITUMINOUS LIFTS AND
<br />AGAINST ABUTTING CONCRETE CURB EDGES.
<br />*77.
<br />PAVEMENT SECTIONS
<br />S.
<br />NO PARKING SIGN
<br />ACCESSIBLE INTEGRAL
<br />PARKING SIGN4F—B SIDEWALK CURB
<br />SEE DETAIL SEE DETAIL
<br />8' a a
<br />° ° Q
<br />AMAX a a - a 8
<br />a a a
<br />. a • n c.
<br />2'
<br />EXISTING PROPOSED
<br />TACK EXISTING FULL -DEPTH SAW CUT
<br />BITUMINOUS EDGE & MILL - 12 WIDE (MIN)
<br />EXISTING BASE COURSE
<br />EXISTING
<br />ASPHALT,
<br />A
<br />0 0 0 0
<br />v,D,
<br />0 0 0 0 0 0 04
<br />PLACE CASTING R-1976 OR
<br />EXISTING
<br />Do �"b
<br />AGBA FATE
<br />0 0 0 0 0 0
<br />IN PAVED AREAS
<br />J11
<br />NO PARKING
<br />i
<br />SAW CUT AND MILL EXISTING PAVEMENT
<br />V WIDE AND 2" DEEP
<br />04
<br />�Ts.PAVEMENT JOINT
<br />SEE SHEET _ FOR
<br />PAVEMENT SECTION
<br />EXISTING SUBGRADE
<br />A
<br />A
<br />DUCTILE IRON
<br />PLACE CASTING R-1976 OR
<br />THREADED PLUG
<br />APPROVED EQUAL ON CLEANOUTS
<br />IN PAVED AREAS
<br />NO PARKING
<br />FINISHED GRADE
<br />STRIPING - 4"
<br />ACCESSIBLE STALL
<br />TRAFFIC WHITE
<br />B
<br />MARKING
<br />SEE DETAIL
<br />FEMALE ADAPTOR
<br />PLAN VIEW OF ADA PARKING
<br />STANDARD
<br />ACCESS
<br />STANDARD
<br />6" D.I.P. CLEANOUT STACK
<br />STALL
<br />ADA STALL ISLE ADA STALL
<br />STALL
<br />SECTION A -A
<br />TRANSITION INTEGRAL
<br />PAVEMENT TO FLUSH SIDEWALK CURB
<br />WITH SIDEWALK SEE DETAIL
<br />1.5% (2% MAX.)
<br />INTEGRAL
<br />SIDEWALK CURB
<br />SEE DETAIL
<br />SECTION B -B
<br />07
<br />�Ts.ADA PARKING
<br />v1 1
<br />MIRAFI FF101
<br />ROAD DRAIN CASTING APPLICABILTY
<br />• NEENAH R-3067
<br />• NEENAH R-3512
<br />IP2
<br />�TsCURB DRAIN INLET PROTECTION
<br />11:l 60
<br />CONCRETE
<br />y
<br />3" MINIMUM
<br />45° LONG RADIUS
<br />BEND
<br />XX" (DIP OR PVC)
<br />WYE NOTE: CLEANOUT FITTINGS, INCLUDING THE
<br />WYE AND STACK SHALL BE DUCTILE IRON,
<br />ONLY IF THEY ARE PLACED IN PAVED AREAS.
<br />*77.
<br />TYPICAL CLEANOUT
<br />S.
<br />ambatek
<br />www.sambatek.com
<br />12800 Whitewater Drive, Suite 300
<br />Minnetonka, MN 55343
<br />763.476.6010 telephone
<br />763.476.8532 facsimile
<br />Engineering I Surveying I Planning I Environmental
<br />Client
<br />LA MACCHIA
<br />GROUP
<br />157 NORTH MILWAUKEE STREET,
<br />MILWAUKEE, WI 53202
<br />Project
<br />HEARTLAND
<br />CREDIT UNION
<br />Location
<br />HUGO, MN
<br />Certification
<br />1 hereby certify that this plan, specification or
<br />report was prepared by me or under my direct
<br />supervision and that I am a duly licensed
<br />professional ENGINEER under the laws of the state
<br />of Minnesota.
<br />BRADY D. BUSSELMAN
<br />Registration No. 44579 Date: 09/27/2019
<br />If applicable, contact us for a wet signed copy of this
<br />plan which is available upon request at Sambatek's,
<br />Minnetonka, MN office.
<br />Summary
<br />Designed: Drawn:JRW
<br />Approved: Book / Page:
<br />Phase: PRELIMINARY Initial Issued: 09/27/2019
<br />Revision History
<br />No. Date By Submittal / Revision
<br />Sheet Title
<br />DETAILS AND
<br />NOTES
<br />Sheet No. Revision
<br />C9.01
<br />Project No. 21797
<br />
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