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<br />A
<br />M
<br />7200 Hemlock Lane, Suite 300
<br />Maple Grove, MN 55369
<br />763.424.5505
<br />www.loucksinc.com
<br />PLANNING
<br />CIVIL ENGINEERING
<br />LAND SURVEYING
<br />LANDSCAPE ARCHITECTURE
<br />ENVIRONMENTAL
<br />SUBMITTAL/REVISIONS
<br />PROFESSIONAL SIGNATURE
<br />QUALITY CONTROL
<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 />CADD QUALIFICATION
<br />ARDEN
<br />CROSSINGS
<br />ARDEN HILLS, MN
<br />BREMER BANK
<br />BREMER BANK,
<br />NATIONAL ASSOCIATION
<br />8555 EAGLE POINT BLVD
<br />LAKE ELMO, MN 55042
<br />Review Date
<br />SHEET INDEX
<br />License No.
<br />Date
<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 />Vicki J. Van Dell - PE
<br />41352
<br />Project Lead
<br />Drawn By
<br />Checked By
<br />Loucks Project No.14402.0A
<br />VJV
<br />WBS
<br />VJV
<br />10/19/16
<br />10/03/16 Preliminary City Submittal
<br />10/19/16 Revised City Submittal
<br />C0-1 COVER SHEET
<br />C1-1 EXISTING CONDITIONS
<br />C1-2 PRELIMINARY PLAT
<br />C1-3 DEMOLITION PLAN
<br />C2-1 SITE PLAN
<br />C3-1 GRADING & DRAINAGE PLAN
<br />C3-2 EROSION CONTROL PLAN
<br />C4-1 UTILITY PLAN
<br />C8-1 CIVIL DETAILS
<br />L1-1 TREE INVENTORY PLAN
<br />L1-2 TREE PRESERVATION PLAN
<br />L2-1, 2 LANDSCAPE PLAN & DETAILS
<br />P1-1 PHOTOMETRIC PLAN
<br />CIVIL DETAILS
<br />C8-1
<br />STANDARD GUTTER
<br />8"A
<br />6"
<br />13.5"
<br />12" RAD.
<br />24" B624
<br />B618 18"
<br />B612 12"
<br />CURB
<br />TYPE "A"
<br />MIN. OF 4" AGG. BASE
<br />UNDER CURB (IF TOTAL
<br />THICKNESS OF
<br />SECTION ALLOWS)
<br />3/8 " LIP
<br />3" RAD.
<br />1
<br />3
<br />3" RAD.
<br />AGG. BASE
<br />VARIES
<br />PAVEMENT SECTION VARIES
<br />SEE PAVEMENT SECTION DETAIL
<br />SLOPE GUTTER TO
<br />MATCH PARKING LOT
<br />DRAINAGE
<br />(3/4" PER FT. TYP.) TIP
<br />GUTTER OUT AS REQ'D
<br />B6 STYLE
<br />CONCRETE CURB
<br />AND GUTTER
<br />MINIMUM 1'
<br />BEHIND BACK
<br />OF CURB
<br />7"
<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 />DRAWN 2/2016
<br />LOUCKS PLATE NO.
<br />2009LOUCKS
<br />3
<br />3" RAD.
<br />1
<br />12
<br />6"
<br />8"
<br />1/2" RAD.
<br />BATTERED CONCRETE B612
<br />CURB & GUTTER
<br />DIMENSIONS TO FACE
<br />OF CURB ON PLANS ARE
<br />TO THIS LINE
<br />CONSTRUCT WITH REVERSE SLOPE GUTTER WHERE
<br />THE PAVEMENT SLOPES AWAY FROM CURB.
<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 />DRAWN 2/2016
<br />LOUCKS PLATE NO.
<br />2010LOUCKS
<br />SLOPE GUTTER TO MATCH
<br />PARKING LOT DRAINAGE
<br />(3/4" PER FT. TYP.)
<br />TIP GUTTER OUT AS REQ'D
<br />MINIMUM 1' BEHIND
<br />BACK OF CURBAGG. BASE UNDER
<br />CURB (IF TOTAL
<br />THICKNESS OF
<br />SECTION ALLOWS)
<br />12"8"
<br />1/2" RAD.
<br />20"
<br />FLAT CURB AND
<br />GUTTER (12")
<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 />DRAWN 2/2016
<br />LOUCKS PLATE NO.
<br />2012LOUCKS
<br />1 1/2" 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 />6" AGG. BASE, CLASS 5 OR 2 MN/DOT 3138
<br />SURFACE COMPACTION
<br />FINISHED GRADE
<br />STANDARD BITUMINOUS
<br />PAVEMENT SECTION
<br />APPROXIMATE PAVEMENT SECTION
<br />DRAWN 2/2016
<br />LOUCKS PLATE NO.
<br />2031LOUCKS
<br />1 1/2" 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 />SURFACE COMPACTION
<br />FINISHED GRADE
<br />HEAVY DUTY BITUMINOUS
<br />PAVEMENT SECTION
<br />DRAWN 2/2016
<br />LOUCKS PLATE NO.
<br />2032LOUCKS CONCRETE SIDEWALK
<br />SECTION
<br />4" CONCRETE WALK
<br />MN/DOT 2521
<br />DRAWN 2/2016
<br />LOUCKS PLATE NO.
<br />2035LOUCKS
<br />VAN
<br />ACCESSIBLE
<br />12" DIA.
<br />TYPICAL ADA PARKING
<br />SIGN / BOLLARD COMBO
<br />12x18" STANDARD HANDICAP
<br />PARKING SIGN WITH SEPARATE 'VAN
<br />ACCESSIBLE' PANEL. GREEN, WHITE,
<br />AND BLUE ON REFLECTIVE
<br />BACKGROUND. USE HDWR PER SIGN
<br />SUPPLIER'S RECOMMENDATIONS.
<br />HC SIGNAGE PER MINNESOTA
<br />RULES 1341.0502
<br />12x6" STANDARD 'VAN
<br />ACCESSIBLE' PANEL. GREEN
<br />ON WHITE RELECTIVE
<br />BACKGROUND
<br />2" DIA. 6' LONG MIN.
<br />GALVANIZED SCHEDULE 40
<br />STEEL PIPE. EMBED IN
<br />CONCRETE FILLED BOLLARD
<br />6" DIA. SCHEDULE 40
<br />GALVENZIED STEEL PIPE 6'
<br />LONG MINIMUM
<br />HEAVY DUTY HDPE DOME TOP
<br />DECORATIVE SLEEVE BLUE IN COLOR.
<br />AVAILABLE FROM
<br />BOLLARDSNSLEEVES.COM OR EQUAL.
<br />COMPACTED OR
<br />UNDISTURBED SUBGRADE.
<br />NOTES:
<br />1. BOLLARDS TO BE PLACED 12" BEHIND
<br />BACK OF CURB.
<br />2. MAINTAIN PLUMB UNTIL CONCRETE IS
<br />SUFFICIENTLY CURED.
<br />3. HOLD CONCRETE FOOTING BELOW
<br />GRADE OF FINISHED CONCRETE TO
<br />CREATE FINAL PAVING PATTERN AS
<br />SHOWN ON PLANS.
<br />DRAWN 2/2016
<br />LOUCKS PLATE NO.
<br />2039LOUCKS BOLLARD
<br />1/2" CROWN
<br />1" CROWN
<br />24" DIA.
<br />2,500 PSI
<br />CONCRETE
<br />6" DIP, CONC.
<br />FILLED, PAINTED
<br />OSHA YELLOW
<br />DRAWN 2/2016
<br />LOUCKS PLATE NO.
<br />2040LOUCKS
<br />RIBBON CURB
<br />MAXIMUM 1/4" LIP
<br />10-FT CURB
<br />TRANSITION
<br />FROM 6" TO 0"
<br />10-FT CURB
<br />TRANSITION
<br />FROM 6" TO 0"
<br />B612 CURB & GUTTER
<br />6" CURB HEIGHT
<br />B612 CURB & GUTTER
<br />6" CURB HEIGHT
<br />LOWER CURB BACK TO
<br />PROVIDE A TRANSITION FROM
<br />6" HIGH CURB TO
<br />0" HIGH RIBBON CURB IN 10'.
<br />BOTH SIDES OF ACCESSIBLE STALLS.
<br />FLAT CURB - SIDEWALK TO BE
<br />FLUSH WITH PAVEMENT
<br />CURB / BITUMINOUS
<br />TRANSITION
<br />DRAWN 2/2016
<br />LOUCKS PLATE NO.
<br />2044LOUCKS
<br />6" AGG. BASE, CLASS 5
<br />OR 2 MN/DOT 3138
<br />APPROXIMATE PAVEMENT SECTION
<br /> SILT FENCE
<br />PRE-ASSEMBLED OR MACHINE SLICED
<br />6"
<br />6"
<br />NOTES:
<br />1. PLACE BOTTOM EDGE OF FENCE INTO 6 IN DEEP TRENCH
<br />AND BACKFILL IMMEDIATELY.
<br />2. POSTS SHALL BE:
<br />•6 FT MAX. SPACING.
<br />•2 IN X 2IN HARDWOOD, OR STANDARD STEEL T-TYPE
<br />FENCE POSTS.
<br />•5' MIN. LENGTH POSTS, DRIVEN 2 FT INTO THE
<br />GROUND.
<br />3. ATTACH FABRIC TO WOOD POST WITH A MIN. OF 5, 1
<br />INCH LONG STAPLES.
<br />4. ATTACH FABRIC TO STEEL POST WITH A MIN. OF 3 ZIP
<br />TIES IN TOP 8 INCHES OF FABRIC.
<br />GEOTEXTILE FABRIC
<br />PER MNDOT 3886
<br />GEOTEXTILE
<br />FABRIC PER
<br />MNDOT 3886
<br />DRAWN 2/2016
<br />LOUCKS PLATE NO.
<br />3000LOUCKS
<br />HARD SURFACE PUBLIC ROAD
<br />2' MINIMUM
<br />1" TO 2" WASHED ROCK
<br />6" MINIMUM
<br />ROCK ENTRANCE TO
<br />CONSTRUCTION SITE
<br />NOTES:
<br />1. ROCK SIZE SHOULD BE 1" TO 2" IN SIZE SUCH AS MN/DOT CA-1 OR
<br />CA-2 COURSE AGGREGATE. (WASHED)
<br />2. A GEOTEXTILE FABRIC MAY BE USED UNDER THE ROCK TO PREVENT
<br />MIGRATION OF THE UNDERLYING SOIL INTO THE STONE.
<br />DRAWN 2/2016
<br />LOUCKS PLATE NO.
<br />3003LOUCKS
<br />INLET PROTECTION -
<br />FILTER BAG INSERT
<br />3
<br />FRONT, BACK, AND
<br />BOTTOM TO BE MADE
<br />FROM SINGLE PIECE
<br />OF FABRIC
<br />MINIMUM DOUBLE
<br />STITCHED SEAMS ALL
<br />AROUND SIDE PIECES
<br />AND ON FLAP POCKETS
<br />(CAN BE INSTALLED IN ANY INLET TYPE
<br /> WITH OR WITHOUT A CURB BOX)
<br />8"
<br />12"
<br />4"
<br />2"
<br />2
<br />4
<br />FILTER BAG INSERT
<br />1
<br />OVERFLOW HOLES
<br />(2" X 4" HOLE SHALL
<br />BE HEAT CUT INTO
<br />ALL FOUR SIDE
<br />PANELS)
<br />INLET SPECIFICATIONS AS PER THE
<br />PLAN DIMENSION LENGTH AND
<br />WIDTH TO MATCH FLAP POCKET
<br />4
<br />NOTES:
<br />SEE SPECS. 2573, 3137, 3886 & 3891.
<br />MANUFACTURED ALTERNATIVES LISTED ON Mn/DOT'S APPROVED PRODUCTS LIST MAY BE SUBSTITUTED.
<br />1. ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH DIRECTIONS,
<br />MEETING SPEC. 3886.
<br />2. FINISHED SIZE, INCLUDING POCKETS WHERE REQUIRED SHALL EXTEND A MINIMUM OF 10 INCHES
<br />AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL.
<br />3. INSTALLATION NOTES:
<br />3.1. DO NOT INSTALL FILTER BAG INSERT IN INLETS SHALLOWER THAN 30 INCHES, MEASURED FROM
<br />THE BOTTOM OF THE INLET TO THE TOP OF THE GRATE.
<br />3.2. THE INSTALLED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE OF 3 INCHES BETWEEN THE
<br />INLET WALLS AND THE BAG, MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES.
<br />3.3. WHERE NECESSARY THE CONTRACTOR SHALL CLINCH THE BAG, USING PLASTIC ZIP TIES, TO
<br />ACHIEVE THE 3 INCH SIDE CLEARANCE.
<br />4. FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2 INCH X 4 INCH OR USE A ROCK SOCK
<br />OR SAND BAGS IN PLACE OF THE FLAP POCKETS.
<br />DRAWN 2/2016
<br />LOUCKS PLATE NO.
<br />3013LOUCKS
<br />NOTE:
<br />GRANULAR MATERIALS FURNISHED FOR USE IN FOUNDATION, BEDDING, ENCASEMENT, OR BACKFILL
<br />CONSTRUCTION SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:
<br />•FOUNDATION MATERIALS SHALL HAVE 100% PASSING THE 1 1/2" SIEVE AND A MAXIMUM OF 10%
<br />PASSING THE No. 4 SIEVE. NOT LESS THAN 50% OF THE MATERIAL RETAINED BY THE No. 4 SIEVE SHALL
<br />HAVE ONE (1) OR MORE CRUSHED FACES. HARD, DURABLE CRUSHED CARBONATE QUARRY ROCK MAY
<br />BE USED FOR FOUNDATION MATERIALS.
<br />•BEDDING AND ENCASEMENT MATERIALS FOR FLEXIBLE PIPE SHALL MEET THE REQUIREMENTS OF
<br />MNDOT SPECIFICATION 3149.2B1, GRANULAR BORROW, EXCEPT THAT 100% SHALL PASS THE ONE
<br />INCH (1") SIEVE.
<br />•BACKFILL MATERIALS SHALL CONSIST OF SUITABLE EXISTING TRENCH MATERIALS, EXCEPT AS
<br />OTHERWISE SPECIFIED. SUITABLE MATERIAL SHALL BE DEFINED AS A MINERAL SOIL FREE OF FOREIGN
<br />MATERIALS (RUBBISH, ORGANICS & DEBRIS), FROZEN CLUMPS, OVERSIZE STONE, ROCK, CONCRETE
<br />OR BITUMINOUS CHUNKS, AND OTHER UNSUITABLE MATERIALS THAT MAY DAMAGE PIPE, PREVENT
<br />THOROUGH COMPACTION, OR INCREASE THE RISKS OF SETTLEMENT.
<br />PLASTIC PIPE
<br />BEDDING
<br />PLASTIC
<br />PIPE
<br />18"18"PIPE
<br />WIDTH ENCASEMENT
<br />BEDDING
<br />FOUNDATION
<br />(MAY NOT BE
<br />REQUIRED)
<br />12"
<br />6"
<br />BACKFILL
<br />COMPACTED
<br />AS SPECIFIED
<br />EXCAVATED TRENCH
<br />WIDTH
<br />DRAWN 2/2016
<br />LOUCKS PLATE NO.
<br />4008LOUCKS
<br />ADJUST CASTING TO 14" - 12" BELOW FINISHED
<br />GRADE, TYPICAL FOR ALL CASTINGS IN PAVEMENT
<br />
<br />INSTALL WHEN M.H. IS
<br />PLACED OUTSIDE OF
<br />THE ROADWAY.
<br />STANDARD STORM
<br />SEWER MANHOLE WITH
<br />CONE SECTION
<br />FLOW
<br />2"
<br />0"-8"
<br />2"
<br />27"
<br />48"
<br />CONCRETE ADJUSTING RINGS,
<br />MIN. 4" - MAX. 10"
<br />MANHOLE CASTING FRAME AND
<br />COVER-NEENAH R-1733 OR APPROVED
<br />EQUAL. INCLUDES SOLID LID & "STORM
<br />SEWER" LETTERING.
<br />RUBBER GASKETS BETWEEN EACH
<br />JOINT IN MANHOLE SECTIONS.
<br />1. WHERE WATER MAY STAND, TOP OF MH
<br />SHALL BE 2 FEET ABOVE GROUND,
<br />AND/OR 2 FEET ABOVE THE 100 YEAR
<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 />IMMEDIATELY BELOW CONE SECTION.
<br />3. WHEN MANHOLE DEPTH IS LESS THAN 8',
<br />A TOP SLAB SHALL BE USED IN PLACE OF
<br />THE CONE. TOP SLAB SHALL BE SUITABLE
<br />FOR AASHTO HS20 HIGHWAY LOADINGS.
<br />THE SLAB SHALL BE SET ON A MORTAR
<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 />NOTES:
<br />STEPS 16" O.C. ON
<br />DOWNSTREAM SIDE.
<br />EXTRUDED ALUMINUM
<br />OR STEEL REINFORCED
<br />COPOLYMER PLASTIC.
<br />DRAWN 2/2016
<br />LOUCKS PLATE NO.
<br />4300LOUCKS
<br />PREFORMED OR CORE DRILLED HOLES
<br />REQUIRED FOR SUBDRAIN CONNECTIONS.
<br />GROUT INSIDE AND OUT AROUND SUBDRAIN.
<br />TRIM DRAIN TILE BACK TO WALL.
<br />DOGHOUSES SHALL BE GROUTED
<br />ON BOTH THE OUTSIDE AND
<br />INSIDE.
<br />CONCRETE ADJUSTING RINGS,
<br />MIN. 4" - MAX. 10"
<br />2'x3' CATCH BASIN
<br />(MAX. DEPTH 4.5')
<br />(NEENAH CASTING NO. R-3067 WITH TYPE DR, DL,
<br />OR TYPE V GRATE OR APPROVED EQUAL)DIRECTION OF MAJOR
<br />FLOW (TYPE DL GRATE)
<br />NOTES:
<br />1. EXPANSION MATERIAL TO BE
<br />PLACED IN FIRST CURB JOINT,
<br />BOTH SIDES OF CATCH BASIN.
<br />2. RECESS CATCH BASINS 2"
<br />BELOW GUTTER GRADE LINE.
<br />3. FOR SURMOUNTABLE CURB,
<br />PROVIDE FACE OF CURB
<br />TRANSITION EXTENDING 10' ON
<br />EACH SIDE OF CATCH BASIN TO
<br />MATCH CASTING.
<br />5" PRECAST REINFORCED CONCRETE
<br />IF STRUCTURE BASE IS LESS THAN
<br />48" BELOW FINISHED GRADE, PLACE
<br />GRANULAR MATERIAL UNDER
<br />STRUCTURE, FOR A MINIMUM OF 48"
<br />BELOW FINISHED GRADE.
<br />NOTE:
<br />USE 4 FOOT DIAMETER CATCH
<br />BASIN MANHOLE WHEN DEPTH
<br />EXCEEDS 4.5 FEET.
<br />3"
<br />36"
<br />6"
<br />4"
<br />6"
<br />DRAWN 2/2016
<br />LOUCKS PLATE NO.
<br />4302LOUCKS
<br />GATE VALVES
<br />FINISHED GRADE
<br />MIDDLE SECTION
<br />EXTENSIONS
<br />TOP SECTION
<br />14-3/417-1/4
<br />7
<br />8-1/4
<br />9-7/16
<br />7-3/4
<br />78-1/8
<br />2-3/8
<br />78-1/8
<br />1-1/2
<br />5-3/45-1/4
<br />6-5/8
<br />7-1/8
<br />7-5/8
<br />8-7/8
<br />2"
<br />6-1/4 WATER
<br />7-3/8
<br />2"4"
<br />5-3/47-1/8
<br />NOTE: ALL BOLTS, T-BOLTS, NUTS AND RODDING
<br />INSTALLED BELOW GRADE SHALL BE ASTM F593
<br />TYPE 316 STAINLESS STEEL.
<br />AMERICAN FLOW CONTROL 2500 SERIES
<br />RESILIENT WEDGE TYPE OR APPROVED
<br />EQUAL. VALVE BODY BOLTS SHALL BE
<br />ASTM F593 TYPE 316 STAINLESS STEEL.
<br />INSTALL ADAPTOR INC.'S VALVE
<br />BOX ADAPTOR #6 BASE OR
<br />APPROVED EQUAL
<br />ADJUST V.B. TOP TO 14" TO 12" BELOW
<br />STREET GRADE OR 12" TO 1" BELOW
<br />FINISHED BLVD. GRADE AND SHALL BE
<br />SET SO AS TO PROVIDE 12" OF
<br />UPWARD ADJUSTMENT.
<br />GATE VALVE BOXES:
<br />TYLER PIPE - SERIES 6860 SCREW TYPE
<br />WITH A #6 BASE AND DROP LIDS
<br />WITH "WATER" LABELED ON COVER
<br />OR APPROVED EQUAL
<br />
<br />
<br />GATE VALVE AND
<br />BOX INSTALLATION
<br />NO. 6 ROUND BASE
<br />CONCRETE
<br />BLOCK
<br />GATE VALVE BOXES ARE
<br />3 PIECE, 5-1/4" SHAFT
<br />14" MIN. FROM TOP OF BOTTOM
<br />SECTION TO TOP OF VALVE BOX
<br />DRAWN 2/2016
<br />LOUCKS PLATE NO.
<br />4601LOUCKS
<br />NOTE:
<br />GRANULAR MATERIALS FURNISHED FOR USE IN FOUNDATION, BEDDING, ENCASEMENT, OR BACKFILL
<br />CONSTRUCTION SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:
<br />•FOUNDATION MATERIALS SHALL HAVE 100% PASSING THE 1 1/2" SIEVE AND A MAXIMUM OF 10%
<br />PASSING THE No. 4 SIEVE. NOT LESS THAN 50% OF THE MATERIAL RETAINED BY THE No. 4 SIEVE SHALL
<br />HAVE ONE (1) OR MORE CRUSHED FACES. HARD, DURABLE CRUSHED CARBONATE QUARRY ROCK MAY
<br />BE USED FOR FOUNDATION MATERIALS.
<br />ROCK BEDDING MATERIALS SHALL BE 3/4" TO 1-1/2" CLEAR ROCK. IF IN-SITU MATERIAL UNDER ROCK
<br />BEDDING IS UNSTABLE, USE AS MUCH ROCK AS NECESSARY TO STABILIZE.
<br />DUCTILE IRON PIPE
<br />BEDDING
<br />D.I.P.
<br />PIPE
<br />18"18"PIPE
<br />WIDTH
<br />12"
<br />4"
<br />EXCAVATED TRENCH
<br />WIDTH
<br />D.I.P.
<br />PIPE
<br />18"18"PIPE
<br />WIDTH
<br />12"
<br />4"
<br />EXCAVATED TRENCH
<br />WIDTH
<br />SAND
<br />BEDDING
<br />ROCK
<br />BEDDING
<br />DRAWN 2/2016
<br />LOUCKS PLATE NO.
<br />4615LOUCKS
<br />TYPICAL ADA WHEELCHAIR
<br />SYMBOL & PARKING SIGN
<br />"PARKING BY
<br />DISABLED PERMIT
<br />ONLY"
<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 />SIGN
<br />GRADE
<br />NOTES:
<br />1. PROVIDE (1) SIGN PER STALL
<br />2. SIGN MUST MEET LOCAL
<br />STANDARDS
<br />PROVIDE PAINTED
<br />WHEELCHAIR SYMBOL AT
<br />EACH DESIGNATED
<br />HANDICAP PARKING STALL.
<br />CENTER SYMBOL IN STALL.
<br />ALL LINES 5" WIDE
<br />10" DIAMETER
<br />WHEELCHAIR SYMBOL
<br />NOT TO SCALE
<br />HANDICAP PARKING SIGN
<br />NOT TO SCALE
<br />67.5
<br />5
<br />"HANDICAP
<br />DROP-OFF ZONE
<br />NO PARKING"
<br />ATTACH SIGN TO POST
<br />WITH APPROPRIATE
<br />STAINLESS STEEL
<br />BOLTS, WASHERS &
<br />NUTS. (TYP. AT TOP &
<br />BOTTOM OF SIGN)
<br />GRADE
<br />NOTES:
<br />1. PROVIDE (1) SIGN PER
<br />ACCESS AISLE
<br />2. SIGN MUST MEET LOCAL
<br />STANDARDS
<br />HANDICAP ACCESS ISLE
<br />NO PARKING SIGN
<br />NOT TO SCALE
<br />DRAWN 2/2016
<br />LOUCKS PLATE NO.
<br />2038LOUCKS
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