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1
<br />3
<br />4
<br />5
<br />6
<br />7
<br />8
<br />18" 18"�
<br />SLOPE
<br />3/4" PER FOOT
<br />d °
<br />7"
<br />A
<br />" ������7o4.5MIN 7�
<br />4.5" CLASS 5 LIMESTONE AGGREGATE BASE PER
<br />MN/DOT SPECIFICATIONS 3138, COMPACTED TO
<br />AT LEAST 100% STANDARD PROCTOR DENSITY.
<br />NOTES:
<br />1. CONSTRUCT VALLEY GUTTER IN ACCORDANCE WITH MNDOT
<br />SPECIFICATION 2531.
<br />2. CONTRACTOR SHALL EXTEND AGGREGATE BASE BELOW
<br />CONCRETE VALLEY GUTTER A MINIMUM OF 4.5" OR TO THE
<br />BOTTOM OF ADJACENT PAVEMENT AGGREGATE BASE,
<br />WHICHEVER IS GREATER.
<br />612'
<br />CONCRETE VALLEY GUTTER
<br />C5 001 NOT TO SCALE
<br />e TOOLED CONTROL JOINT
<br />MINIMUM 1 1/2" DEEP. REFER #4 EPDXY COATED REBAR AT
<br />TO SPECIFICATIONS FOR �24-INCHES O.C. EACH WAY
<br />JOINTING REQUIREMENTS.
<br />C
<br />E
<br />F
<br />4
<br />6" CONCRETE SIDEWALK PER
<br />SPECIFICATIONS
<br />5" CLASS 5 LIMESTONE AGGREGATE
<br />\\ \ \ \ \ \ \ \ BASE PER MN/DOT SPECIFICATION
<br />\\ \\ \\ \\ \\ \\ \\ \ 3138, COMPACTED TO AT LEAST
<br />100%
<br />100% STANDARD PROCTOR DENSITY
<br />COMPACTED SUBGRADE, REFER TO
<br />SPECIFICATIONS.
<br />13 6" CONCRETE SIDEWALK CONSTRUCTION (TYP.)
<br />!Nr- nnA I AI/lT -rn C`nAll C
<br />N0. 4 EPDXY COATED
<br />INTEGRAL CONCRETE CURB REBAR 24" O.C.E.W.
<br />AND GUTTER (4500 P.S.I.)
<br />CONCRETE SIDEWALK. REFER
<br />TO DETAIL 2/C5.001
<br />d
<br />BITUMINOUS PAVEMENT. 6„
<br />d O
<br />d \ \\
<br />a °4
<br />d
<br />4 \
<br />COMPACTED SUBGRADE 8" CLASS 5 LIMESTONE AGGREGATE BASE PER
<br />REFER TO SPECIFICATIONS MN/DOT SPECIFICATIONS 3138, COMPACTED TO
<br />AT LEAST 100% STANDARD PROCTOR DENSITY.
<br />NOTES:
<br />1. CONSTRUCT VALLEY GUTTER IN ACCORDANCE WITH MNDOT
<br />SPECIFICATION 2531.
<br />2. CONTRACTOR SHALL EXTEND AGGREGATE BASE BELOW
<br />INTEGRAL CONCRETE CURB AND SIDEWALK A MINIMUM OF 8" OR
<br />TO BOTTOM OF ADJACENT PAVEMENT AGGREGATE BASE, WHICH
<br />EVER IS GREATER.
<br />14 INTEGRAL CONCRETE CURB AND SIDEWALK
<br />-
<br />INSTALL ONE LENGTH OF WATERMAIN
<br />PIPE WITH THE APPROPRIATE
<br />MATERIAL ADAPTORS. CENTER
<br />AT CROSSINGS.
<br />na" n n ne"
<br />PROPOSED SEWER
<br />COMPACTED SAND
<br />3" RIGID FOAM
<br />INSULATION 8" MIN,
<br />8, MIN.
<br />MEGALUGGED
<br />BENDS AS PROPOSED WATERMAIN
<br />REQUIRED
<br />WATERMAIN INSTALLATION UNDER SANITARY OR STORM SEWER
<br />CENTER ONE LENGTH TRANSITION TO SPECIFIED
<br />OF WATERMAIN AT DEPTH (TYP.) INSTALL
<br />CROSSING VETICAL BEND AS REQUIRED
<br />MEGALUGGED
<br />BENDS AS PROPOSED WATERMAIN
<br />REQUIRED
<br />8" MIN.
<br />3" RIGID FOAM '. �8" MIN.
<br />INSULATION
<br />COMPACTED SAND
<br />SEE NOTE 1
<br />PROPOSED SEWER
<br />24" O.D. 24"
<br />WATERMAIN INSTALLATION OVER SANITARY OR STORM SEWER
<br />NOTES-
<br />WHEN WATERMAIN COVER IS LESS THAN 7.5 FEET, INSTALL
<br />WATERMAIN UNDER SANITARY SEWER, REV: 2/2017
<br />STANDARD
<br />PLATE
<br />0 of WATERMAIN CROSSING NO.
<br />River 3404
<br />DRIVEWAY
<br />12' MINIMUM
<br />247 MASS RESIDENTIAL 32' MAX- COMMERCIAL 1/2" EXPANSION
<br />JOINT
<br />NTRCTIbhh
<br />4
<br />a.DIhtT. .
<br />DEPRE55ED CURB
<br />PLAN
<br />ELE VATIC N
<br />CUT OUT
<br />BACK OF CURB 4' MINIMUM
<br />3/4" RISE �4
<br />MIN. SLOPE
<br />MAX, SLOPE = 109
<br />6" CDNO, RESIDENTIAL
<br />° a JA. 8" CONC, COMMERCIAL
<br />APPROVED SUBGRADE
<br />1 /2" EXPANSION JOINT
<br />CURB AND GiUTTER
<br />SECTION REV; 3/2006
<br />STANDARD
<br />DEPRESSED CUB PLATE
<br />WITH DRIVEWAY APRON NO.
<br />1cr 2002
<br />10 CONCRETE DRIVEWAY ENTRANCE
<br />),001 NOT TO SCALE
<br />O
<br />VARIABLE
<br />WIDTH
<br />0 0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0 0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0 0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0 0
<br />0
<br />0
<br />OAOAO
<br />0
<br />0
<br />0
<br />0
<br />Z)
<br />0 0
<br />0
<br />0
<br />0��0
<br />0
<br />0
<br />0
<br />0
<br />Z
<br />0 0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />N
<br />RECTANGULAR PLATES
<br />50% - 65%
<br />OF BASE DIAMETER
<br />0.2"
<br />0.9" TO 1.4"
<br />SECTION A -A
<br />TRUNCATED DOME
<br />J
<br />W
<br />9
<br />H
<br />LL
<br />Q
<br />Z
<br />0
<br />Ld
<br />W
<br />lL'
<br />►Ll�►d ]����1►[�Z�L'L�L'I�L7I��L'
<br />RADIUS ©�
<br />0 0 0 0 0 0 0 0 0 0 0
<br />0 0 0 0 0 0 0 0 0 o
<br />0 0 0 0 0 0 0 0 0 0
<br />00000000000 `
<br />0 0 0 0 0 0 0 0 0
<br />O O O O O O O O O O O
<br />0 0 0 0 0 0 0 0 0 0 0
<br />0 0 0 0 0 0 0 0 0 0 0
<br />O O O O O O O O O O O
<br />O O O O O O O O O O O
<br />Oo Oo O° Oo @O
<br />3 (J 4
<br />VARIABLE SHORT CHORD WIDTH
<br />RADIAL PLATES
<br />TYPICAL RADIAL
<br />TRUNCATED DOME PLATES
<br />RADIUS LONG SQ. FT. PLATES
<br />(FEET) CHORD PER REQUIRED
<br />WIDTH PLATE FOR 90
<br />(INCHES) DEGREE
<br />0 TURN
<br />10 23-1 /2 3.53 8
<br />15 18-13/16 2.93 15
<br />15 23-1 /2 3.67 12
<br />20 18-13/16 3.00 20
<br />20 18-7/8 2.98 20
<br />25 20-1/2 3.28 23
<br />25 23-9/16 3.77 20
<br />30 22-5 8 3.65 25
<br />35 22 3.56 30
<br />NOTES:
<br />DETECTABLE WARNING SURFACES SHALL FOLLOW THE PUBLIC
<br />RIGHTS -OF -WAY ACCESSIBILITY GUIDELINES (PROWAG).
<br />DETECTABLE WARNINGS CONSIST OF TRUNCATED DOMES ALIGNED IN
<br />A SQUARE OR RADIAL GRID PATTERN. DETECTABLE WARNING PLATES SHALL BE NEENAH FOUNDRY,
<br />UNCOATED CAST IRON OR APPROVED EQUAL.
<br />DETECTABLE WARNINGS ARE REQUIRED:
<br />-WHERE RAMPS, LANDINGS, OR BLENDED TRANSITIONS PROVIDE ALL TRUNCATED DOME SYSTEMS SHALL BE PLACED IN STRICT
<br />A FLUSH PEDESTRIAN CONNECTION TO THE ROADWAY. ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER.
<br />-WHERE PEDESTRIAN ACCESS ROUTES CROSS COMMERCIAL DRIVEWAYS
<br />THAT ARE PROVIDED WITH TRAFFIC CONTROL DEVICES OR \1 CENTER TO CENTER DOME SPACING: 1.6" MINIMUM, 2.4" MAXIMUM.
<br />OTHERWISE PERMITTED TO OPERATE LIKE A PUBLIC ROADWAY. O BASE TO BASE DOME SPACING: 0.65" MINIMUM.
<br />-AT PEDESTRIAN RAILWAY CROSSINGS.
<br />-ON RAIL PLATFORMS WHERE BOARDING EDGES ARE NOT PROTECTED. \3 DOME BASE TO PLATE EDGE SPACING: 0.35" MINIMUM,
<br />DETECTABLE WARNINGS SHALL EXTEND: 0.75" MAXIMUM.
<br />-A MINIMUM OF 24" IN THE DIRECTION OF TRAVEL. ® SPACING VARIES ON RADIAL PLATES.
<br />-THE FULL WIDTH OF THE RAMP, LANDING, OR BLENDED TRANSITION, \
<br />WITHIN 3" OF FULL WIDTH ON EITHER END. 5 TYPICAL WIDTHS AVAILABLE: 12", 18", 24", 30", 36".
<br />-THE FULL LENGTH OF THE PUBLIC USE AREA OF A RAIL PLATFORM. CHECK WITH MANUFACTURERS FOR AVAILABLE WIDTHS.
<br />DETECTABLE WARNING SURFACES SHALL CONTRAST VISUALLY WITH © ON RADIAL PLATE, RADIUS DEFINED AT BACK OF CURB.
<br />ADJACENT GUTTER, ROADWAY, OR WALKWAY, EITHER A LIGHT -ON -DARK \7 TYPICAL RADII. CHECK WITH MANUFACTURERS FOR AVAILABLE
<br />OR DARK -ON -LIGHT. CONTRAST MAY BE PROVIDED ON THE FULL RAMP RADII.
<br />SURFACE, EXCLUDING THE FLARED SIDES.
<br />STATE OF MINNESOTA SPECIFICATION STANDARD
<br />DEPARTMENT OF TRANSPORTATION REFERENCE PLATE
<br />NO.
<br />DETECTABLE WARNING SURFACE 2531
<br />TRUNCATED DOMES 7038A
<br />NOTE:
<br />FOR ADA COMPLIANT PEDESTRIAN RAMPS, REFER TO MN/DOT STANDARD PLAN
<br />5-297.250 PEDESTRIAN CURB RAMP DETAILS AT THE FOLLOWING WEB ADDRESS:
<br />HTTP://STANDARDPLATES.DOT. STATE. MN.US/STDPLATE.ASPX
<br />CONTRACTOR SHALL COORDINATE FINAL CURB RAMP LOCATION AND PEDESTRIAN CURB
<br />RAMP DETAIL WITH THE CITY AND OWNER PRIOR TO INSTALLATION.
<br />I
<br />SERVICE STAMP LOCATION
<br />V)
<br />CL
<br />CQ
<br />k
<br />hl
<br />4 Y x{
<br />10 1 2" 17 1 2"
<br />28"
<br />I It
<br />8" SURMOUNTABLE CONCRETE CURB AND GUTTER
<br />3" RADIUS 1/2" f2A0IUS
<br />SERVICE STAMP tOCATI I
<br />3" RADiUS 1 .
<br />1/2" RADIUS Q
<br />SLOPE 3/4" PER rT 3 N.
<br />�r
<br />V.. . ' N
<br />M
<br />4 V Ik
<br />..
<br />B518 CONCRETE CURB AND GUTTER
<br />REV; 3/2WI5
<br />STANDARD
<br />SURMOUNTABLE AND B618 PLATE
<br />,�. CONCRETE CURB AND GUTTER
<br />fiver 200
<br />WEARING COURSE PER MN/DOT
<br />2360 SPWEA240C
<br />NON -WEARING COURSE PER
<br />MN/DOT 2360 SPWEA240C
<br />SCARIFY AND RECOMPACT SUBGRADE TO
<br />AT LEAST 100% STANDARD PROCTOR
<br />DENSITY -PROOF ROLL PER MN/DOT 2111
<br />- TACK COAT PER MN/DOT 2357.
<br />- CLASS 5 LIMESTONE AGGREGATE, PER
<br />MN/DOT 3138 COMPACTED TO AT LEAST
<br />100% STANDARD PROCTOR DENSITY.
<br />1 1 /2„
<br />2
<br />8" MIN.
<br />12 MIN.
<br />7 LIGHT -DUTY BITUMINOUS PAVEMENT
<br />WEARING COURSE PER MN/DOT
<br />2360 SPWEB340C
<br />NON -WEARING COURSE PER
<br />MN/DOT 2360 SPWEB340C
<br />SCARIFY AND RECOMPACT SUBGRADE TO
<br />AT LEAST 100% STANDARD PROCTOR
<br />DENSITY -PROOF ROLL PER MN/DOT 2111
<br />TACK COAT PER MN/DOT 2357
<br />CLASS 5 LIMESTONE AGGREGATE, PER
<br />MN/DOT 3138 COMPACTED TO AT LEAST
<br />100% STANDARD PROCTOR DENSITY.
<br />2"
<br />10" MIN.
<br />.0
<br />12" MIN.
<br />HEAVY-DUTY BITUMINOUS PAVEMENT
<br />POSSIBLE CURB TO HOLD
<br />ADJACENT GROUND
<br />0
<br />0�
<br />PARALLEL RAMP
<br />ISOMETRIC VIEW
<br />9 PARALLEL RAMP
<br />�'jlll5NOT TO SCALE
<br />FRONT FACE
<br />OF CURB
<br />WEARING COURSE PER
<br />MN/DOT 2360 SPWEA240C
<br />V V 1
<br />nnNAPACTED FILL -SCARIFY AND
<br />RECOMPACT SUBGRADE
<br />TO 100% PROCTOR
<br />DENSITY.
<br />l 1 1 BITUMINOUS PATH
<br />CLASS 5 LIMESTONE AGGREGATE, PER
<br />MN/DOT 3138 COMPACTED TO AT LEAST
<br />100% STANDARD PROCTOR DENSITY.
<br />3"
<br />r6-IN.
<br />CS� NOT TO SCALE
<br />TOOLED CONTROL JOINT
<br />MINIMUM 1" DEEP. REFER TO #4 EPDXY COATED REBAR AT
<br />SPECIFICATIONS FOR JOINTING �24-INCHES O.C. EACH WAY
<br />REQUIREMENTS.
<br />2.0"
<br />4
<br />4" CONCRETE SIDEWALK PER
<br />SPECIFICATIONS
<br />5" CLASS 5 LIMESTONE AGGREGATE
<br />\ \ \ \ \ \ \ \ \ BASE PER MN/DOT SPECIFICATION
<br />\V AV AV AV AV AV AV A 3138, COMPACTED TO AT LEAST
<br />100%
<br />100% STANDARD PROCTOR DENSITY
<br />COMPACTED SUBGRADE, REFER TO
<br />SPECIFICATIONS.
<br />4" CONCRETE SIDEWALK CONSTRUCTION (TYP.)
<br />2" MIN. DEPTH CLASS 5
<br />LIMESTONE AGGREGATE BASE PER
<br />MN/DOT SPECIFICATION 3138,
<br />COMPACTED TO AT LEAST 100%
<br />STANDARD PROCTOR DENSITY
<br />3 FLAT CURB CONCRETE EDGER
<br />.001j NOT TO SCALE
<br />FULL CURB F
<br />CONCRETE GUTT
<br />SECTION IN GRASS;
<br />WITH ADJACENT WALK;
<br />NOTED OTHERWISE
<br />4 NOSE -DOWN CURB SECTION
<br />.001j NOT TO SCALE
<br />ALL PLAN DIMENSIONS
<br />ARE TO FACE OF CURB BACK OF CURB
<br />(6" TO BACK OF CURB) 6„ 1 /2" R
<br />3" R
<br />SLOPE 3/4" PER FOOT
<br />TO FINISHED GRADE 1 a
<br />3 Dd 10
<br />4
<br />EXTEND AGGREGATE 1 /2" R 3" R
<br />BASE A MINIMUM OF
<br />12" FROM EDGE OF
<br />GUTTER OR MATCH ° d d a °
<br />INTO AGGREGATE BASE
<br />OF APPROPRIATE 7" ° d
<br />PAVEMENT SECTION ° ° a a 8
<br />d ° ° 1:1 SLOPE
<br />o ° °
<br />Q o ° 0 Oo 0 0 0 0 Q O o O p o 0 0
<br />00 OHO oO Qo QOoo00o O O�0Q000QO0 00000 0 0 0
<br />0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 O fa
<br />0 0 100 0 0 0
<br />° o 0 0 0 0 0 Q OO
<br />12" MIN. 12"
<br />4.5" CLASS 5 LIMESTONE AGGREGATE
<br />BASE PER MN/DOT SPECIFICATIONS
<br />3138, COMPACTED TO AT LEAST 100%
<br />STANDARD PROCTOR DENSITY.
<br />NOTES:
<br />1. DIRECTION OF TRANSVERSE GUTTER SLOPE TO MATCH DIRECTION OF
<br />ADJACENT PAVEMENT SLOPE.
<br />2. CONSTRUCT CURB AND GUTTER IN ACCORDANCE WITH MNDOT SPECIFICATION
<br />2531.
<br />3. CONTRACTOR SHALL EXTEND AGGREGATE BASE BELOW B612 CONCRETE CURB
<br />AND GUTTER A MINIMUM OF 4.5" OR TO THE BOTTOM OF ADJACENT PAVEMENT
<br />AGGREGATE BASE, WHICHEVER IS GREATER.
<br />K 5 1 B612 CONCRETE CURB AND GUTTER
<br />2020 Elk River
<br />High School
<br />Parking Lot
<br />Improvements
<br />900 School St NW
<br />Elk River, MN 55330
<br />Independent School
<br />District #728
<br />11500 193rd Ave. NW
<br />Elk River, MN 55330
<br />WOLD ARCHITECTS
<br />AND ENGINEERS
<br />332 Minnesota Street, Suite W2000
<br />Saint Paul, MN 55101
<br />woldae.com 1 651 227 7773
<br />BKBM'
<br />ENGINEERS
<br />6120 Earle Brown Drive, Suite 700
<br />Minneapolis, MN 55430
<br />Phone: (763) 843-0420
<br />Fax: (763) 843-0421
<br />www.bkbm.com
<br />CONSTRUCTION
<br />DOCUMENTS
<br />\2020 BKBM Professional Engineers, Inc.
<br />All rights reserved.
<br />This document is an instrument of service and is the property of BKBM
<br />Professional Engineers, Inc. and may not be used or copied without
<br />prior written consent.
<br />BKBM JOB NUMBER: 17445.01
<br />I hereby certify that this plan, specification or report was
<br />prepared by me or under my direct supervision and that I am
<br />a duly Licensed Professional Engineer under the laws of the
<br />State of Minnesota.
<br />.�-A. �.d
<br />Kevin A. Bohl
<br />License Number: 52209 Date 01/03/2020
<br />Revisions
<br />Date
<br />Comm: 182030
<br />Date: 01 /03/2020
<br />Drawn: WH
<br />Check: KAB North
<br />Civil Details
<br />('15'
<br />WATERMAIN CROSSING
<br />C5.001 NOT TO SCALE
<br />5mO 1
<br />
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