standard detail plates
TRANSCRIPT
Standard Detail Plates
City of Farmington
April 2019
PLATE
STR-01
STR-02
STR-03
STR-04
STR-05
STR-OSA
STR-OSB
STR-06
STR-06A
STR-06B
STR-07
STR-08
STR-10
STR-11
STR-12
STR-13
STR-14
STR-15 STR-16
STR-17 STR-18
STR-19
STR-21
STR-22
STR-23 STR-24
STR-24A STR-25
STR-26 STR-28
STR-29
NOTE.
INDEX
SECTION 1 - STREETS
DESCRI P Tl ON
CURB AND GUTTER
CURB AND GUTTER TRANSITIONS
MOUNTABLE CURB AND GUTTER CONSTRUCTION AT CATCH BASINS
B618 CURB AND GUTTER INSTALLATION AT CATCH BASINS
RESIDENTIAL STREET SECTION
28-FOOT RESIDENTIAL STREET SECTION WITH SIDEWALK
32-FOOT RESIDENTIAL STREET SECTION WITH SIDEWALK/TRAIL
RESIDENTIAL COLLECTOR STREET SECTION WITH SIDEWALK
INDUSTRIAL/COMMERCIAL STREET SECTION
4-LANE UNDIVIDED COLLECTOR STREET SECTION WITH SIDEWALK/TRAIL
PRIVATE STREET SECTION NO PARKING
TYPE I CUL-DE-SAC
CONCRETE VALLEY GUTTER
RESIDENTIAL CONCRETE DRIVEWAY APRON (B6 TYPE CURB)
RESIDENTIAL CONCRETE DRIVEWAY APRON (MOUNTABLE TYPE CURB)
RESIDENTIAL CONCRETE DRIVEWAY APRON WITH SIDEWALK (B6 TYPE CURB)
RESIDENTIAL CONCRETE DRIVEWAY APRON WITH SIDEWALK (MOUNTABLE TYPE CURB)
COMMERCIAL CONCRETE DRIVEWAY APRON
COMMERCIAL CONCRETE DRIVEWAY APRON WITH SIDEWALK
SIDEWALK PEDESTRIAN RAMP
TRAIL PEDESTRIAN RAMP
SIDEWALK/TRAIL PEDESTRIAN RAMP GENERAL LOCATION
TRAIL AND SIDEWALK SECTIONS
CROSSWALK LAYOUT
UTILITY LAYOUT
PERMANENT BARRICADE
FUTURE THROUGH STREET BARRICADE
MAILBOX INSTALLATION
PRIVATE DEVELOPMENT TURNAROUND
WATER AND SANITARY SEWER SERVICE LOCATION STAMP IN CURB
TEMPORARY BITUMINOUS WEDGING FOR CURB PROTECTION
REFERENCES ON CITY PLATES ARE TO MnDOT 2018 EDITION SPECIFICATIONS
' / / Last Revision: APR 2017
STANDARD DETAILS
INDEX CITYOF
FARMINGTON ......,
[ FARMINGTON)
MINNESOTA J City Plate No .
INDEX1
2019
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SECTION 1 - STREETS PLATEDESCRIPTION DESCRIPTION STR-01CURB AND GUTTER CURB AND GUTTER STR-02CURB AND GUTTER TRANSITIONS CURB AND GUTTER TRANSITIONS STR-03MOUNTABLE CURB AND GUTTER CONSTRUCTION AT CATCH BASINS MOUNTABLE CURB AND GUTTER CONSTRUCTION AT CATCH BASINS STR-04B618 CURB AND GUTTER INSTALLATION AT CATCH BASINS B618 CURB AND GUTTER INSTALLATION AT CATCH BASINS STR-05RESIDENTIAL STREET SECTION RESIDENTIAL STREET SECTION STR-05A28-FOOT RESIDENTIAL STREET SECTION WITH SIDEWALK 28-FOOT RESIDENTIAL STREET SECTION WITH SIDEWALK STR-05B32-FOOT RESIDENTIAL STREET SECTION WITH SIDEWALK/TRAIL 32-FOOT RESIDENTIAL STREET SECTION WITH SIDEWALK/TRAIL STR-06RESIDENTIAL COLLECTOR STREET SECTION WITH SIDEWALK RESIDENTIAL COLLECTOR STREET SECTION WITH SIDEWALK STR-06AINDUSTRIAL/COMMERCIAL STREET SECTION INDUSTRIAL/COMMERCIAL STREET SECTION STR-06B4-LANE UNDIVIDED COLLECTOR STREET SECTION WITH SIDEWALK/TRAIL 4-LANE UNDIVIDED COLLECTOR STREET SECTION WITH SIDEWALK/TRAIL STR-07PRIVATE STREET SECTION NO PARKING PRIVATE STREET SECTION NO PARKING STR-08TYPE I CUL-DE-SAC TYPE I CUL-DE-SAC STR-09TYPE II CUL-DE-SAC TYPE II CUL-DE-SAC STR-10CONCRETE VALLEY GUTTER CONCRETE VALLEY GUTTER STR-11RESIDENTIAL CONCRETE DRIVEWAY APRON (B6 TYPE CURB) RESIDENTIAL CONCRETE DRIVEWAY APRON (B6 TYPE CURB) STR-12RESIDENTIAL CONCRETE DRIVEWAY APRON (MOUNTABLE TYPE CURB) RESIDENTIAL CONCRETE DRIVEWAY APRON (MOUNTABLE TYPE CURB) STR-13RESIDENTIAL CONCRETE DRIVEWAY APRON WITH SIDEWALK (B6 TYPE CURB) RESIDENTIAL CONCRETE DRIVEWAY APRON WITH SIDEWALK (B6 TYPE CURB) STR-14RESIDENTIAL CONCRETE DRIVEWAY APRON WITH SIDEWALK (MOUNTABLE TYPE CURB) RESIDENTIAL CONCRETE DRIVEWAY APRON WITH SIDEWALK (MOUNTABLE TYPE CURB) STR-15COMMERCIAL CONCRETE DRIVEWAY APRON COMMERCIAL CONCRETE DRIVEWAY APRON STR-16COMMERCIAL CONCRETE DRIVEWAY APRON WITH SIDEWALK COMMERCIAL CONCRETE DRIVEWAY APRON WITH SIDEWALK STR-17SIDEWALK PEDESTRIAN RAMP SIDEWALK PEDESTRIAN RAMP STR-18TRAIL PEDESTRIAN RAMP TRAIL PEDESTRIAN RAMP STR-19SIDEWALK/TRAIL PEDESTRIAN RAMP GENERAL LOCATION SIDEWALK/TRAIL PEDESTRIAN RAMP GENERAL LOCATION STR-21TRAIL AND SIDEWALK SECTIONS TRAIL AND SIDEWALK SECTIONS STR-22CROSSWALK LAYOUT CROSSWALK LAYOUT STR-23UTILITY LAYOUT UTILITY LAYOUT STR-24PERMANENT BARRICADE PERMANENT BARRICADE STR-24AFUTURE THROUGH STREET BARRICADE FUTURE THROUGH STREET BARRICADE STR-25MAILBOX INSTALLATION MAILBOX INSTALLATION STR-26PRIVATE DEVELOPMENT TURNAROUND PRIVATE DEVELOPMENT TURNAROUND STR-28WATER AND SANITARY SEWER SERVICE LOCATION STAMP IN CURB WATER AND SANITARY SEWER SERVICE LOCATION STAMP IN CURB STR-29TEMPORARY BITUMINOUS WEDGING FOR CURB PROTECTION TEMPORARY BITUMINOUS WEDGING FOR CURB PROTECTION NOTE:REFERENCES ON CITY PLATES ARE TO MnDOT 2018 EDITION SPECIFICATIONSREFERENCES ON CITY PLATES ARE TO MnDOT 2018 EDITION SPECIFICATIONS
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INDEX
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INDEX1
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APR 2017
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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8"
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24" B624
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7"
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13 1/2"
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6"
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6"
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3"r
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3
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1
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1/2"r
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1/2"r
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12"r
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4"
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10 1/2"
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7"
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17 1/2"
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10 1/2"
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3/4" per ft
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slope
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slope
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10"
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7"
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9 1/2"
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3/4" per ft
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5
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1
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1/2"r
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1/2"r
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2"
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MnDOT B618
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MOUNTABLE
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THROUGH DRIVEWAY
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Varies
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28"r
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68"r
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6 1/2"
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1/2"
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MnDOT B612
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MnDOT B624
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18" B618
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12" B612
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STANDARD SECTION
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1
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1
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1
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1
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1
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1
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28"
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trenches with 1 1/2" of cover.
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NOTE:
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1
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Place #4 rebar as shown, where curb crosses utility
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curb where curb and gutter crosses a water service.
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Place a "W" stamp per City Plate No. STR-28 on face of
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2
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curb where curb and gutter crosses a sanitary sewer service.
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Place an "S" stamp per City Plate No. STR-28 on face of
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3
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MnDOT 3F32 concrete shall be used for curb and gutter.
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CURB AND GUTTER
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MAR 2017
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STR-01
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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Radius to Face
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P.C. or P.T.
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10'
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6'
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and gutter
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Mountable
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curb and gutter
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B618 curb
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B618 curb
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and gutter
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Radius to Face
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P.C. or P.T.
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curb and gutter
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Mountable
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10'
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Transition
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Transition
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CATCH BASIN AT P.C. or P.T.
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DOUBLE CATCH BASIN
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10'
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2"
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4"
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7"
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7"
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6"
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M.H.D. B618 concrete curb and gutter
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Mountable curb and gutter
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A
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SECTION A-A
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5'
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5'
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NOTE:
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28"
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28"
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1. All radii are measured to face of curb.
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2. No catch basins will be constructed in the intersection radii.
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3. 30' radii will be required at intersections of all collector to residential streets.
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20' radii will be required at intersections of all residential to residential streets.
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See Note 3
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See Note 3
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A
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P.C. or P.T.
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CONCRETE CURB AND GUTTER
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TRANSITIONS
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FEB 2017
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STR-02
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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1/2" Expansion joint
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10' Min. transition
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10' Min. transition
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1/2" Expansion joint
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Frame and casting
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Design gutter line grade
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2 - #4 rebars
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4"opening in the hood
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curb
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Top of
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10' Min. transition
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No Scale
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Flow
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Flow
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Neenah R-3067V Bi-directional
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below design gutter line grade.
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2. Catchbasin to be depressed 2"
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Catch basin frame and cover
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Mountable concrete
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2 - #4 rebars
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1/2" Expan. joint
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3' - 0"
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10' Min. transition
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curb and gutter
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NOTE:
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Mountable curb and gutter to be formed
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into a B618 type at catchbasin.
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each way
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each way
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around castings and rings
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1. Concrete collar to be placed
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Concrete collar
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(Front and back sides)
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2"
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6"
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24"
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3. Curb shall be 28" wide
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transitioned to 26" wide within
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10' either side of catch basin.
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17.5"
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10.5"
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1/2" Expansion joint.
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casting at low points and
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uni-directional casting
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at other locations.
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MOUNTABLE CURB AND GUTTER
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CONSTRUCTION AT CATCH BASINS
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FEB 2017
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STR-03
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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%%USTANDARD DETAILS
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1/2" Expansion joint
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10' Min. transition
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10' Min. transition
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1/2" Expansion joint
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Frame and casting
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Design gutter line grade
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2 - #4 rebars
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4" opening in the hood
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curb
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Top of
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10' Min. transition
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No Scale
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Flow
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Flow
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Neenah R-3067V bi-directional
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below design gutter line grade
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Catchbasin to be depressed 2"
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NOTE:
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Catchbasin frame and cover
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B618 concrete curb and gutter
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2 - #4 rebars
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1/2" Expan. joint
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3' - 0"
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10' Min. transition
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1/2" Expansion joint
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each way
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each way
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Concrete collar to be
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placed around casting and rings
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Concrete
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collar
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(Front and back side)
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2"
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castings at low points and
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uni-directional castings at
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other locations.
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1.
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2.
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B618 CURB AND GUTTER
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INSTALLATION AT CATCH BASINS
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FEB 2017
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STR-04
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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%%USTANDARD DETAILS
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30'
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14'
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16'
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30'
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16'
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14'
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or recycled equal (MnDOT 3138).
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1.5"-Wearing Course Mixture (SPWEA330C)
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8" class 5 agg. 100% crushed limestone quarry
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12" minimum subgrade excavation and aggregate
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backfill (MnDOT 3149).
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1/4"-1/2"/ft min.
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12"
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curb and gutter
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Mountable concrete
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thermoplastic (TP)
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Min. 4" perforated, rigid,
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drain tile. (MnDOT 2502)
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L
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Design C grade
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2%
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Parking
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8'
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NOTE: 1.Typical section shown is the minimum residential street requirement. See Typical section shown is the minimum residential street requirement. See specifications for project specific details. 2.Top of curb is 0.01' below design centerline grade. Top of curb is 0.01' below design centerline grade. 3.Drain tile shall be installed behind curb in all low points in roads and as Drain tile shall be installed behind curb in all low points in roads and as determined by the City Engineer. 4.Street shall be designed for a 30 mph design speed with minimum .50% Street shall be designed for a 30 mph design speed with minimum .50% and maximum of 10.00% grade. 5.The City reserves the right to increase the street section based on soil The City reserves the right to increase the street section based on soil conditions and geotechnical report. 6.A bituminous mix design must be submitted and approved by the City prior to A bituminous mix design must be submitted and approved by the City prior to placement. 7.No recycled bituminous mixes will be allowed. No recycled bituminous mixes will be allowed. 8.CSS1H tack coat shall be applied between all bituminous layers. CSS1H tack coat shall be applied between all bituminous layers. 9.FA-2 Modified Seal Coat to be applied 2 to 3 years after placement of the FA-2 Modified Seal Coat to be applied 2 to 3 years after placement of the bituminous wear course. This seal coat is considered part of the construction of the roadway. As such, in new developments, costs associated with the initial seal coat application are the responsibility of the developer
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FA-2 Modified Seal Coat
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C
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P
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P
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2.5"-Non-Wearing Course Mixture (SPNWB330C)
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RESIDENTIAL STREET SECTION
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APR 2017
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STR-05
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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30'
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16'
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14'
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or recycled equal (MnDOT 3138).
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1.5"-Wearing Course Mixture (SPWEA330C)
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8" class 5 agg. 100% crushed limestone quarry
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12" subgrade excavation and aggregate
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backfill (MnDOT 3149).
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12"
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No
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Parking
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One
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Side
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30'
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14'
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16'
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curb and gutter
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Mountable concrete
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(TP) drain tile. (MnDOT 2502)
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Min. 4" perforated, rigid, thermoplastic
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Parking
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8'
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1/4"-1/2"/ft min.
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2%
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NOTE: 1.Typical section shown is the minimum residential street requirement. See Typical section shown is the minimum residential street requirement. See specifications for project specific details. 2.Top of curb is 0.03' below design centerline grade. Top of curb is 0.03' below design centerline grade. 3.Drain tile shall be installed behind curb in all low points in roads and as Drain tile shall be installed behind curb in all low points in roads and as determined by the City Engineer. 4.Street shall be designed for a 30 mph design speed with minimum .50% Street shall be designed for a 30 mph design speed with minimum .50% and maximum of 10.00% grade. 5.The City reserves the right to increase the street section based on soil The City reserves the right to increase the street section based on soil conditions and geotechnical report. 6.A bituminous mix design must be submitted and approved by the City prior A bituminous mix design must be submitted and approved by the City prior to placement. 7.No recycled bituminous mixes will be allowed. No recycled bituminous mixes will be allowed. 8.CSS1H tack coat shall be applied between all bituminous layers. CSS1H tack coat shall be applied between all bituminous layers. 9.FA-2 Modified Seal Coat to be applied 2 to 3 years after placement of the FA-2 Modified Seal Coat to be applied 2 to 3 years after placement of the bituminous wear course. This seal coat is considered part of the construction of the roadway. As such, in new developments, costs associated with the initial seal coat application are the responsibility of the developer
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FA-2 Modified Seal Coat
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Design C grade
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L
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On
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C
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P
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P
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2.5"-Non-Wearing Course Mixture (SPNWB330C)
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28-FOOT RESIDENTIAL STREET SECTION
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APR 2017
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STR-05A
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WITH SIDEWALK
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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%%USTANDARD DETAILS
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33'
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17'
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16'
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33'
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16'
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17'
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1/4"-1/2"/ft min.
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12"
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curb and gutter
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Mountable concrete
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thermoplastic (TP)
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Min. 4" perforated, rigid,
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drain tile. (MnDOT 2502)
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L
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Design C grade
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2%
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Parking
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8'
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12"
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12"
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NOTE: 1.Typical section shown is the minimum residential street requirement. See Typical section shown is the minimum residential street requirement. See specifications for project specific details. 2.Top of curb is 0.01' below design centerline grade. Top of curb is 0.01' below design centerline grade. 3.Drain tile shall be installed behind curb in all low points in roads and as Drain tile shall be installed behind curb in all low points in roads and as determined by the City Engineer. 4.Street shall be designed for a 30 mph design speed with minimum .50% Street shall be designed for a 30 mph design speed with minimum .50% and maximum of 10.00% grade. 5.The City reserves the right to increase the street section based on soil The City reserves the right to increase the street section based on soil conditions and geotechnical report. 6.A bituminous mix design must be submitted and approved by the City prior A bituminous mix design must be submitted and approved by the City prior to placement. 7.No recycled bituminous mixes will be allowed. No recycled bituminous mixes will be allowed. 8.CSS1H tack coat shall be applied between all bituminous layers. CSS1H tack coat shall be applied between all bituminous layers. 9.FA-2 Modified Seal Coat to be applied 2 to 3 years after placement of the FA-2 Modified Seal Coat to be applied 2 to 3 years after placement of the bituminous wear course. This seal coat is considered part of the construction of the roadway. As such, in new developments, costs associated with the initial seal coat application are the responsibility of the developer
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FA-2 Modified Seal Coat
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or recycled equal (MnDOT 3138).
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1.5"-Wearing Course Mixture (SPWEA330C)
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8" class 5 agg. 100% crushed limestone quarry
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12" minimum subgrade excavation and aggregate
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backfill (MnDOT 3149).
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2.5"-Non-Wearing Course Mixture (SPNWB330C)
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C
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P
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P
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32-FOOT RESIDENTIAL STREET SECTION
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APR 2017
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STR-05B
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WITH SIDEWALK/TRAIL
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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35'
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16'
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19'
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35'
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19'
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16'
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or recycled equal (MnDOT 3138).
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1.5"-Wearing Course Mixture (SPWEA340C)
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12" class 5 agg. 100% crushed limestone quarry
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12" minimum subgrade excavation and aggregate
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backfill (MnDOT 3149).
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1/4"-1/2"/ft min.
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12"
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2%
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curb and gutter
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Mountable concrete
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Design C grade
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L
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thermoplastic (TP)
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Min. 4" perforated, rigid,
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drain tile. (MnDOT 2502)
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8'
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Parking
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C
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P
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P
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12"
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NOTE: 1.Typical section shown is the minimum residential street requirement. Typical section shown is the minimum residential street requirement. See specifications for project specific details. 2.Top of curb is 0.07' below design centerline grade. Top of curb is 0.07' below design centerline grade. 3.Drain tile shall be installed behind curb in all low points in roads Drain tile shall be installed behind curb in all low points in roads and as determined by the City Engineer. 4.Street shall be designed for a 40 mph design speed with maximum Street shall be designed for a 40 mph design speed with maximum of 7.00% grade. 5.The City reserves the right to increase the street section based on The City reserves the right to increase the street section based on soil conditions and geotechnical report. 6.A bituminous mix design must be submitted and approved by the City A bituminous mix design must be submitted and approved by the City prior to placement. 7.No recycled bituminous mixes will be allowed. No recycled bituminous mixes will be allowed. 8.CSS1H tack coat shall be applied between all bituminous layers. CSS1H tack coat shall be applied between all bituminous layers. 9.FA-2 Modified Seal Coat to be applied 2 to 3 years after placement of FA-2 Modified Seal Coat to be applied 2 to 3 years after placement of the bituminous wear course. This seal coat is considered part of the construction of the roadway. As such, in new developments, costs associated with the initial seal coat application are the responsibility of the developer. 10.Boulevard trees are only allowed in designated boulevard tree routes.Boulevard trees are only allowed in designated boulevard tree routes.
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FA-2 Modified Seal Coat
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3.0"-Non-Wearing Course Mixture (SPNWB330C)
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RESIDENTIAL COLLECTOR
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APR 2017
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STR-06
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STREET SECTION WITH SIDEWALK
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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35'
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16'
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19'
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35'
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19'
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16'
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or recycled equal (MnDOT 3138).
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1.5"-Wearing Course Mixture (SPWEA340C)
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3.0"-Non-Wearing Course Mixture (SPNWB330C)
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12" class 5 agg. 100% crushed limestone quarry
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12" minimum subgrade excavation and aggregate
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backfill (MnDOT 3149).
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2%
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curb and gutter
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B6-18 concrete
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Design C grade
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L
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thermoplastic (TP)
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Min. 4" perforated, rigid,
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drain tile. (MnDOT 2502)
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8'
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Parking
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C
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P
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P
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12"
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NOTE: 1.Typical section shown is the minimum residential street requirement. Typical section shown is the minimum residential street requirement. See specifications for project specific details. 2.Top of curb is 0.06' below design centerline grade. Top of curb is 0.06' below design centerline grade. 3.Drain tile shall be installed behind curb in all low points in roads Drain tile shall be installed behind curb in all low points in roads and as determined by the City Engineer. 4.Street shall be designed for a 40 mph design speed with maximum Street shall be designed for a 40 mph design speed with maximum of 7.00% grade. 5.The City reserves the right to increase the street section based on The City reserves the right to increase the street section based on soil conditions and geotechnical report. 6.A bituminous mix design must be submitted and approved by the City A bituminous mix design must be submitted and approved by the City prior to placement. 7.No recycled bituminous mixes will be allowed. No recycled bituminous mixes will be allowed. 8.CSS1H tack coat shall be applied between all bituminous layers. CSS1H tack coat shall be applied between all bituminous layers. 9.FA-2 Modified Seal Coat to be applied 2 to 3 years after placement of FA-2 Modified Seal Coat to be applied 2 to 3 years after placement of the bituminous wear course. This seal coat is considered part of the construction of the roadway. As such, in new developments, costs associated with the initial seal coat application are the responsibility of the developer. 10.Boulevard trees are only allowed in designated boulevard tree routes.Boulevard trees are only allowed in designated boulevard tree routes.
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FA-2 Modified Seal Coat
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1/4"-
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1/2"/ft min.
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INDUSTRIAL/COMMERCIAL
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APR 2017
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STR-06A
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STREET SECTION
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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or recycled equal (MnDOT 3138).
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1.5"-Wearing Course Mixture (SPWEA340C)
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3.0"-Non-Wearing Course Mixture (SPNWB330C)
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12" class 5 agg. 100% crushed limestone quarry
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12" minimum subgrade excavation and aggregate
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backfill (MnDOT 3149).
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50'
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24'
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26'
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2%
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50'
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26'
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24'
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1/4"-1/2"/ft min.
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12"
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Design C grade
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L
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C
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curb and gutter
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B6-18 concrete
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thermoplastic (TP)
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Min. 4" perforated, rigid,
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drain tile. (MnDOT 2502)
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P
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P
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12"
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12"
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NOTE: 1.Typical section shown is the minimum 4-lane undivided collector street Typical section shown is the minimum 4-lane undivided collector street requirement. See specifications for project specific details. 2.Top of curb is 0.04' below design centerline grade. Top of curb is 0.04' below design centerline grade. 3.Drain tile shall be installed behind curb in all low points in roads and as Drain tile shall be installed behind curb in all low points in roads and as determined by the City Engineer. 4.Street shall be designed for a 40 mph design speed with maximum of Street shall be designed for a 40 mph design speed with maximum of 7.00% grade. 5.The City reserves the right to increase the street section based on soil The City reserves the right to increase the street section based on soil conditions and geotechnical report. 6.A bituminous mix design must be submitted and approved by the City prior to A bituminous mix design must be submitted and approved by the City prior to placement. 7.No recycled bituminous mixes will be allowed. No recycled bituminous mixes will be allowed. 8.CSS1H tack coat shall be applied between all bituminous layers. CSS1H tack coat shall be applied between all bituminous layers. 9.FA-2 Modified Seal Coat to be applied 2 to 3 years after placement of the FA-2 Modified Seal Coat to be applied 2 to 3 years after placement of the bituminous wear course. This seal coat is considered part of the construction of the roadway. As such, in new developments, costs associated with the initial seal coat application are the responsibility of the developer. 10.Boulevard trees are only allowed in designated boulevard tree routes.Boulevard trees are only allowed in designated boulevard tree routes.
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FA-2 Modified Seal Coat
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4-LANE UNDIVIDED COLLECTOR
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APR 2017
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STR-06B
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STREET SECTION WITH SIDEWALK/TRAIL
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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1/4"-1/2"/ft min.
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12"
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8" class 5 agg. 100% crushed limestone quarry
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12" minimum subgrade excavation
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Mountable concrete
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curb and gutter
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Design C grade
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2%
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1.5"-Wearing Course Mixture (SPWEA330C)
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2.5"-Non-Wearing Course Mixture (SPNWB330C)
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and aggregate backfill (MnDOT 3149).
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L
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13' minimum
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13' minimum
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or recycled equal (MnDOT 3138).
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%%USUBGRADE CORRECTION W/DRAINTILE
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or recycled equal (MnDOT 3138).
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2.5"-Non-Wearing Course Mixture (SPNWB330C)
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1.5"-Wearing Course Mixture (SPWEA330C)
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8" class 5 agg. 100% crushed limestone quarry
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1/4"-1/2"/ft min.
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12"
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10' minimum
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13' minimum
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L
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Design C grade
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thermoplastic (TP)
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Perforated, rigid,
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curb and gutter
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Mountable concrete
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2%
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13' minimum
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10' minimum
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aggregate backfill (MnDOT 3149).
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36" subgrade excavation and
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utility easement
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utility easement
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utility easement
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10' minimum
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utility easement
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10' minimum
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drain tile. (MNDOT 2502)
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NOTE: 1.Typical section shown is the minimum residential street requirement. See specifications Typical section shown is the minimum residential street requirement. See specifications for project specific details. 2.Curb stops and cleanouts shall be installed 10' from back of curb. Curb stops and cleanouts shall be installed 10' from back of curb. 3.Drain tile shall be installed behind curb in all silty, loamy, and sandy clay soils Drain tile shall be installed behind curb in all silty, loamy, and sandy clay soils when rear lot corners are above street centerline. Draintile to be installed as required to adequately drain all select granular fill areas. 4.Catch basin allowed in mountable curb, as approved by the City Engineer Neenah Catch basin allowed in mountable curb, as approved by the City Engineer Neenah Casting R3501V or equal. 5.The City reserves the right to increase the street section based on soil conditions. The City reserves the right to increase the street section based on soil conditions. 6.A bituminous mix design must be submitted and approved by the City prior to A bituminous mix design must be submitted and approved by the City prior to placement. 7.No recycled bituminous mixes will be allowed. No recycled bituminous mixes will be allowed. 8.CSS1H tack coat shall be applied between all bituminous layers.CSS1H tack coat shall be applied between all bituminous layers.
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PRIVATE STREET SECTION
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APR 2017
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STR-07
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NO PARKING
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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Mountable
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50'r to face. (See Note 2)
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2%
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30'
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14'
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49'
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0.50%
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min.
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grade
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P.C. of curb
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70'min.
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19'
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38'F-F
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min.
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Property line
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60'min.
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16'
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50'r to face. (See Note 2)
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P.C. of curb
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16'
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28'F-F
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min.
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2%
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30'
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46'
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0.50%
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min.
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grade
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65.45'
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63.24'
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curb and gutter
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NOTE:
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1. All radius measurements taken from face of curb.
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a 37%%D46'14"
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b 52%%D13'46"
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a
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b
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1
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2
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2 54%%D54'01"
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1 35%%D05'59"
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14'
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A
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B
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B
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A
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32' face to face
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28' face to face
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2. Cul-de-sac radius shall be 50' unless otherwise approved by the City Engineer.
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TYPE I CUL-DE-SAC
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FEB 2017
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STR-08
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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3.5"-4"
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Measurement for payment
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Quadrant to be poured
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Expansion Joint
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B
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B
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A
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A
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Varies
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18"
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18"
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18"
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18"
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3"
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3"
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7"
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6" min. Class 5 aggregate 100% crushed
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No. 4 rebar (typ.)
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3/4" per ft.
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%%USECTION A-A
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%%uSECTION B-B
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%%UTHRU B618 CURB AND GUTTER
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%%uTHRU CONCRETE GUTTER
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Method of payment by Square Feet
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integrally with curb
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Expansion joint
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limestone quarry or recycled equal
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(MnDOT 3138).
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2%
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2%
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1' Min.
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3"
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1:1
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This bituminous
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detail is the same
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for both sides of
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the valley gutter
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MnDOT 3F52 concrete shall be used for valley gutter and wing apron.
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CONCRETE VALLEY GUTTER
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MAR 2017
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STR-10
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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No Scale
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%%USECTION
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No Scale
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%%UISOMETRIC
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Control joint
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Existing or Proposed Driveway
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Existing or proposed driveway
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1/2" thick - 6" high
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Control joint
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Concrete pavement
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to match back of
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concrete curb
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at this point
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1. Control joints in concrete curb
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not to exceed 10' spacing
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through driveway section.
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NOTE:
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12'Min.
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6" Concrete pavement (3F52)
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4" Class 5 aggregate 100% crushed
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5'
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Existing Driveway
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expansion joint material
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6"
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5'
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Min .50%
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Max 10.0%
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Expansion joint material to
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conform to MnDOT 3702
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Bituminous or Concrete
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limestone quarry or recycled equal
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2. Driveway wings are required with the
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B6 style curbing.
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3. Maximum width of driveway at
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property line is 30'.
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Incidental to concrete apron (MnDOT 3138).
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30'Max
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B6 Type concrete curb and gutter per City Plate No. STR-01
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RESIDENTIAL CONCRETE DRIVEWAY APRON
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MAR 2017
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STR-11
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(B6 TYPE CURB)
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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No Scale
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%%USECTION
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No Scale
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%%UISOMETRIC
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Width of driveway at property
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Existing or proposed driveway
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Concrete pavement
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to match back of
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concrete curb
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at this point
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1. Control joints in concrete curb
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not to exceed 10' spacing through
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driveway section.
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NOTE:
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12'Min.
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6" Concrete pavement (3F52)
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4" Class 5 aggregate 100% crushed
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5'
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Existing Driveway
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30' Max
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5'
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Min .50%
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Max 10.0%
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Expansion joint material to
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conform to MnDOT 3702
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Bituminous or Concrete
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2. Driveway wings are not required with
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the mountable style curbing.
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line is max. 30'
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limestone quarry or recycled equal.
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Incidental to concrete apron (MnDOT 3138).
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1/2" thick - 6" high
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expansion joint material
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Mountable Type concrete curb and gutter per City Plate No. STR-01
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RESIDENTIAL CONCRETE DRIVEWAY APRON
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MAR 2017
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STR-12
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(MOUNTABLE TYPE CURB)
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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No Scale
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%%USECTION
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No Scale
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%%UISOMETRIC
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Control joint
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Existing or Proposed Driveway
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Property line and
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Control joint
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Concrete pavement
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to match back of
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concrete curb
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at this point
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1. Control joints in concrete curb not to exceed 10' spacing through
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NOTE:
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12'Min.
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6" Concrete pavement (3F52)
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4" Class 5 aggregate 100% crushed
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5'
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Concrete
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Concrete sidewalk
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Concrete
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Sidewalk
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30' Max
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6"
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Variable
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Min .50%
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Max 10.0%
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Slope is 2.0%
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2. Concrete must be constructed between sidewalk and driveway apron.
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Existing or proposed driveway
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6"
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3. Concrete sidewalk through driveway is 6" thick.
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limestone quarry or recycled equal.
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driveway section.
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4. Driveway wings are required with the B6 style curbing.
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5. Maximum width of driveway at property line is 30'.
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Incidental to concrete apron (MnDOT 3138).
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1/2" thick - 6" high
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expansion joint material
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Transition from 4"
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concrete sidewalk to
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6" concrete driveway
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5'
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4"
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(Both sides of
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driveway)
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B6 Type concrete curb and gutter per City Plate No. STR-01
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RESIDENTIAL CONCRETE DRIVEWAY APRON
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MAR 2017
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STR-13
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WITH SIDEWALK (B6 TYPE CURB)
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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No Scale
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%%USECTION
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No Scale
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%%UISOMETRIC
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30' width max. at property line.
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Property line and
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Concrete pavement
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to match back of
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concrete curb
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at this point
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1. Control joints in concrete curb not to exceed
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10' spacing through driveway section.
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NOTE:
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12'Min.
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6" Concrete pavement (3F52)
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4" Class 5 aggregate 100% crushed limestone
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Concrete
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Concrete sidewalk
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30' Max
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Variable
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Min .50%
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Max 10.0%
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Slope is 2.0%
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sidewalk and driveway apron.
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2. Concrete must be constructed between
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Existing or proposed driveway
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6"
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3. Concrete sidewalk through driveway is 6" thick.
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mountable style curbing.
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4. Driveway wings are not required with the
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Apron
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5. Maximum width of driveway at the
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property line is 30'.
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Existing or Proposed Driveway
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quarry or recycled equal. Incidental to
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concrete apron (MnDOT 3138).
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1/2" thick - 6" high
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expansion joint material
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Concrete
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Sidewalk
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Transition from 4"
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concrete sidewalk to
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6" concrete driveway
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5'
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4"
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(Both sides of
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driveway)
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Mountable Type concrete curb and gutter per City Plate No. STR-01
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RESIDENTIAL CONCRETE DRIVEWAY APRON
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MAR 2017
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STR-14
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WITH SIDEWALK (MOUNTABLE TYPE CURB)
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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6" Class 5 aggregate 100% crushed limestone
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8" Concrete pavement (3F52)
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3/4" per foot
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square feet
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Payment area by
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Grade= 0.5% TO 10%
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Varies
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18"
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No Scale
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%%UPLAN
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A
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A
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Expansion joint (typ.)
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No Scale
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%%USECTION A-A
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(See Plan)
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with concrete slab
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Pour curb integral
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6"
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Property line
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Property line
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Radius = 20'
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See Note
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6"
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Variable
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quarry or recycled equal (MnDOT 3138).
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to face.
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to be poured with curb.
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to be poured with curb.
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Expansion joint (typ.)
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Right-of-Way line along local streets.
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at the street Right-of-Way line along collector streets and 60' at the street
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1. Access for truck off-street loading areas in industrial districts shall be 32'
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NOTE:
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COMMERCIAL CONCRETE DRIVEWAY APRON
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MAR 2017
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STR-15
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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6" Class 5 aggregate 100% crushed limestone
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8" Concrete pavement (3F52)
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3/4" per foot
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square feet
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Payment area by
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Grade = 0.5% to 10%
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Variable
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18"
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No Scale
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%%UPLAN
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A
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A
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Expansion joint (typ.)
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No Scale
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%%USECTION A-A
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(See Plan)
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with concrete slab
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Pour curb integral
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5'
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6"
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Sidewalk
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Property line
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Property line
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Radius = 20'
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See Note
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5'
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6"
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Sidewalk
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Variable
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2.00%
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Sidewalk slope
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to face.
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to be poured with curb.
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quarry or recycled equal Incidental to
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to be poured with curb.
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Expansion joint (typ.)
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concrete apron (MnDOT 3138).
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1/2" thick - 8" high
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expansion joint material
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Right-of-Way line along local streets.
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at the street Right-of-Way line along collector streets and 60' at the street
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1. Access for truck off-street loading areas in industrial districts shall be 32'
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NOTE:
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COMMERCIAL CONCRETE DRIVEWAY
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MAR 2017
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STR-16
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APRON WITH SIDEWALK
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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Sidewalk
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Concrete
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5'-0"
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6" Concrete
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6" fine filter aggregate (MnDOT 3149) or
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8"
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Design Street
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Grade
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%%USECTION B-B
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%%USECTION A-A
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B618 curb
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Max. 20:1
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Max 12:1
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Max 50:1
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Class 5 aggregate 100% crushed limestone
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quarry or recycled equal (MnDOT 3138).
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& gutter
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%%uPLAN
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Max. slope 10:1
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5'-0"
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Top of Curb
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Curb
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Face of
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B
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5'-0"
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5'-0"
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5'-0"
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A
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Round all sloped
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intersections
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5'-0"
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B
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Conc. sidewalk
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5'-0"
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A
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1"/ft. slope
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5'-0"
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(see plan)
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Curb Radius
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15'-0"
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3"
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2'
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Truncated domes shall be non-painted, cast gray iron, Neenah R-4984 (Detectable warning plate), or approved equal.
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Square off points on sidewalk pedestrian ramp minimum of 4"
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Pedestrian ramps shall be constructed in accordance with current ADA standards.
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SIDEWALK PEDESTRIAN RAMP
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FEB 2017
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STR-17
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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intersections
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Trail
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Bituminous
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Curb Radius
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(see plan)
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Round all sloped
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5'-0"
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6" Concrete
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6" fine filter aggregate (MNDOT 3149) or
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Top of Curb
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5'-0"
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Varies
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5'-0"
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1"/ft. slope
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A
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A
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B
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Face of
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Curb
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%%uPLAN
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Varies
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5'-0"
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8"
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Design Street
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Grade
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%%USECTION B-B
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%%USECTION A-A
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Max. slope 10:1
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Varies
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B618 curb
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Max. 20:1
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Max 12:1
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Max 50:1
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& gutter
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class 5 aggregate 100% crushed limestone
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quarry or recycled equal (MNDOT 3138).
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Bit. trail
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B
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5'-0"
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5'-0"
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1
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3"
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2'
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Number of panels vary
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(See Table Below)
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Square off points on sidewalk pedestrian ramp minimum of 4"
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1
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8'
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No. of 2'x2' Panels
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Trail Width
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10'
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12'
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3
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4
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5
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Truncated Dome Table
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Truncated domes shall be non-painted, cast gray iron, Neenah R-4984 (Detectable Warning Plate) or approved equal.
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Pedestrian ramps shall be constructed in accordance with current ADA standards.
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TRAIL PEDESTRIAN RAMP
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FEB 2017
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STR-18
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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No Scale
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1'
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Roadway
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plate (City Plate No.'s
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See pedestrian ramp detail
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Radius
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Concrete curb and gutter
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concrete (5') or bituminous (width varies)
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STR-17 and STR-18)
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STOP sign
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P
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L
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to face
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NOTE:
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Varies
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C
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L
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Dimensions depend on type of trail or sidewalk.
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SIDEWALK/TRAIL PEDESTRIAN RAMP
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FEB 2017
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STR-19
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GENERAL LOCATION
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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%%UTRAIL TYPICAL SECTION
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%%USIDEWALK TYPICAL SECTION
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1'
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Varies
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1'
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P
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1" SPWEA230B bituminous
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wear course
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8" Class 5 aggregate 100%%% crushed
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Slope 1/4" per foot to drain
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Slope 1/4" per foot to drain
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1'
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5'
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1'
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6" fine filter aggregate (MnDOT 3149) or
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4" Concrete (3F52) *
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*NOTE: 6" thick sidewalk is required through driveway areas.
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Class 5 aggregate 100% crushed limestone
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quarry or recycled equal (MnDOT 3138)
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2" SPWEA230B bituminous
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base course
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limestone quarry or recycled
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equal (MnDOT 3138).
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L
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L
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P
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NOTE:
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The final wear coarse lift should be placed upon 90-95% completion of all
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home construction.
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Trail may be placed in one 3" lift of bituminous wear if driveways will
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not cross trail.
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(See City Plate No.'s STR-13 and STR-14)
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TRAIL AND SIDEWALK SECTIONS
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APR 2017
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STR-21
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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2. All pavement markings shall be per Standard Specifications of 2018
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Minnesota Manual on Uniform Traffic Control Devices (MMUTCD)
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1. Crosswalk lines shall be solid white epoxy.
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Curb
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Gutter
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Gutter
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Curb
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Pedestrian
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Ramp
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Pedestrian
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Ramp
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C Street
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L
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NOTE:
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See City Plate No.'s STR-17 and STR-18
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See City Plate No.'s STR-17 and STR-18
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6'
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4"
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CROSSWALK LAYOUT
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JAN 2019
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STR-22
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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%%UCROSS SECTION
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NOTE:
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1. All conduit crossings under roadways shall be the contractors responsibility to
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install the correct size and number for all utilities. The contractor shall also
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install one additional conduit crossing for future use.
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2. The City recommends joint trenching for installation of utilities within City right
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of way and utility easements. Gas can be placed in a separate trench
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located behind the curb. All trench backfill shall be compacted.
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3. All curb stops, boxes, and sewer cleanouts will be located on the front
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property line with a 15' tail beyond the property line on all
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4. All curb stops, boxes and sewer cleanouts shall be placed 10' from back of
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curb or private streets that have no City right of way beyond the curb.
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5. Street lights shall be placed as close to 300' intervals as possible in
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lines shall be ruggedized type wiring or encased in conduit and placed
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6. Center of utility trench in private streets shall be 7' from back of curb.
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Gas can be placed 2-3' from back of curb.
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7. All utility boxes shall be placed further than 1 ft from common property
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Varies
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5'
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5'
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10' Drainage and
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Bit. pavement
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Sidewalk
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Utility Easement
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Not to Scale
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C
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L
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L
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P
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Roadway
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Concrete Curb
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Finish ground
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surface
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residential areas and located on property corners. All street light electrical
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within the joint trench.
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public streets (See City Plate No.'s SER-01A, SER-01B and SER-01Ap).
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Location for Small Utilities
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Warning tape
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Min. 12"
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24 or 30"
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42"
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Min.
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30-36"
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24-36"
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1
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2
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3
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4
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18"
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Gas
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5
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(optional)
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corners (on the house side of the corner).
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1
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2
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3
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4
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Street lighting
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Electric
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Cable TV
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Telephone
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5
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Gas optional
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(Initial Installation)
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Location for Small Utilities
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2'
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STR-23
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JAN 2019
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UTILITY LAYOUT
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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with standard
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Channel Posts
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8' Steel
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min.
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min.
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5'-0"
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2'-8"
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Aluminum
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(Carriage, Hex. or Sq.)
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Bolts with Cut Washers
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1/2"x3" Galvanized
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7"
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1"
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2"
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7"
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45%%d
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Ex. Ground
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8"x8'-0"
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Nominal
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6"
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8'-0"
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2'-0"
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2'-0"
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4'-0"
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L
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C
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facing the flow of traffic.
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the bituminous road with the barricade centered on the roadway
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2. The placement of the barricades shall be 10'-0" from the end of
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1. The barricade signs shall be fully reflectorized in alternate silver-white
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NOTES:
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and red striping, using reflective sheeting conforming to the requirements
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of MnDOT Sign Sheeting Type XI
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3 lbs/ft
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weight of
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Breakoff Collar
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18"
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24"x24"
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No Parking Sign
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R8-3
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PERMANENT BARRICADE
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JAN 2019
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STR-24
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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5'-0"
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2'-8"
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min.
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min.
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Ex. Ground
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2'-0"
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2'-0"
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4'-0"
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L
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C
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8'-0"
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7"
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2"
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7"
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1"
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INCREASED
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MAY RESULT IN
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FUTURE CONNECTION
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FUTURE THROUGH
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TRAFFIC.
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STREET.
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36"
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48"
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INCREASED
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MAY RESULT IN
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FUTURE CONNECTION
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FUTURE THROUGH
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TRAFFIC.
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STREET.
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NOTES: 1. Design shall conform to these requirements except as otherwise approved by the city engineer. 2. Sign shall be reflectorized as per MnDOT Sign Sheeting Type XI 3. Sign shall be constructed of aluminum per MnDOT 3352.2A1, black on white with 4" letters. 4. Barricade as per City Plate No. STR-24
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8' steel channel posts with standard weight of 3 lbs/ft
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Nominal 8"x8'-0" Aluminum
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1/2"x4-1/2" Galvanized Bolts with Cut Washers (Carriage, Hex. or Sq.)
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24"x24"
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No Parking Sign
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R8-3
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FUTURE THROUGH STREET BARRICADE
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JAN 2019
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STR-24A
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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NOTES: 1. Mailbox should not extend beyond the back of curb. 2. Address must be on side of box from which carrier approaches in letters about 1" high (or on front where boxes are grouped). 3. Box must be located so carrier can serve without leaving vehicle. 4. Mailboxes within cul-de-sacs shall be placed on the straight away only. 5. Supports comprised of materials other than solely wood or metal (such as brick structures,etc.) shall not be allowed.
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MAILBOX
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NEWSPAPER
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CURB
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10"
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Clear Zone
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Front of mailbox should
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be 0 - 6 inches behind
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the back of curb.
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Front of paper boxes
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should be flush with
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vertical post.
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STREET
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BLVD
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41"-45"
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MAILBOX INSTALLATION
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JAN 2019
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STR-25
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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60'
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60'
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20'
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26'
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28'
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20'
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20'
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28'
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26'
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70'
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60'
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60'
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NOTES: 1. Fire Department requirements for approved alternate turnarounds on Fire Department access roads, as required by Minnesota State Fire Code, 2015 Edition, Appendix D. 2. Turnarounds may be substituted for cul-de-sacs in private developments with the City Engineer's approval.
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PRIVATE DEVELOPMENT TURNAROUND
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FEB 2017
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STR-26
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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NOTES:
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1. All new and existing water and sanitary sewer service locations shall be marked
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in curb as shown. Stamping of service locations shall
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be considered incidental to the price of the curb.
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2. Stamps may be borrowed from the City for a refundable
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security deposit of $250 each.
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Stamp "W" in face of curb
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B6-12
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2"
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5"
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4"
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1"
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1/2"
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1/2"
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"W" stamp
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detail
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Mountable
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B6-18
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B6-24
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3. W's and S's not placed by specified stamp will not be accepted
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and that section of curb must be removed and replaced.
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2 2/3"
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4"
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"S" stamp
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detail
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S
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S
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S
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Stamp "S" in face of curb
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in line with cleanout location,
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perpendicular to curbline
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in line with curb stop location,
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perpendicular to curbline
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1"
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1/2"
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1/2"
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WATER AND SANITARY SEWER SERVICE
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FEB 2007
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LOCATION STAMP IN CURB
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STR-28
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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2' Min.
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Bituminous Base Course
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Bituminous Wear Course Wedge (1 " depth at curb typical)14" depth at curb typical)
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Topsoil with seeding
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Curb and Gutter
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TEMPORARY BITUMINOUS WEDGING
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FEB 2017
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STR-29
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FOR CURB PROTECTION
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
PLATE
INDEX
SECTION 2 - ST ORM SEWER DESCRI P Tl ON
STORM SEWER MANHOLE STORM SEWER JUNCTION MANHOLE STORM SEWER JUNCTION MANHOLE WITH REINFORCED TOP SLAB
ST0-01 ST0-02 ST0-03 ST0-04 ST0-05 ST0-06 ST0-07 ST0-08 ST0-09 ST0-10 ST0-11 ST0-12 ST0-14 ST0-15 ST0-1 SA ST0-16 ST0-17 ST0-19 ST0-21
STORM SEWER JUNCTION MANHOLE WITH REINFORCED TOP SLAB AND SUMP
PLATE
SAN-01 SAN-02 SAN-03 SAN-04 SAN-05
CATCH BASIN MANHOLE CATCH BASIN MANHOLE WITH SUMP CATCH BASIN DOUBLE CATCH BASIN (CBMH WITH CB) CATCH BASIN MANHOLE TYPE II FLARED END SECTION AND TRASH GUARD RIPRAP AT OUTLETS CABLE CONCRETE AT OUTLETS "MINI-TEE" MANHOLE PVC (RIGID) PERFORATED PIPE DRAIN TILE CLEANOUT RURAL RESIDENTIAL DRIVEWAY STORM SEWER SKIMMER STRUCTURE STORM SEWER SKIMMER STRUCTURE WITH CONCRETE BAFFLE WALL POND BENCH
SECTION 3 - SANITARY SEWER DESCRI P Tl ON
SANITARY SEWER MANHOLE SANITARY SEWER JUNCTION MANHOLE SANITARY SEWER JUNCTION MANHOLE WITH REINFORCED TOP SLAB SANITARY SEWER DROP INLET MANHOLE WATERTIGHT CASTING FOR SANITARY SEWER MANHOLE
NOTE: REFERENCES ON CITY PLATES ARE TO MnDOT 2018 EDITION SPECIFICATIONS
---CITY OF---
FARMINGTON � ±,,
STANDARD DETAILS INDEX
/ Last Revision:' APR 2017
City Plate No.
� -- -� [�_F_A_R_M_ I_N _G_T_O_ N_)_ M _I N _N_E_S_ O_T A�j �I-N
;_0�_;2�
K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
AutoCAD SHX Text
%%UINDEX
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SECTION 2 - STORM SEWER PLATEDESCRIPTION DESCRIPTION STO-01STORM SEWER MANHOLE STORM SEWER MANHOLE STO-02STORM SEWER JUNCTION MANHOLE STORM SEWER JUNCTION MANHOLE STO-03STORM SEWER JUNCTION MANHOLE WITH REINFORCED TOP SLAB STORM SEWER JUNCTION MANHOLE WITH REINFORCED TOP SLAB STO-04STORM SEWER JUNCTION MANHOLE WITH REINFORCED TOP SLAB AND SUMP STORM SEWER JUNCTION MANHOLE WITH REINFORCED TOP SLAB AND SUMP STO-05CATCH BASIN MANHOLE CATCH BASIN MANHOLE STO-06CATCH BASIN MANHOLE WITH SUMP CATCH BASIN MANHOLE WITH SUMP STO-07CATCH BASIN CATCH BASIN STO-08DOUBLE CATCH BASIN (CBMH WITH CB) DOUBLE CATCH BASIN (CBMH WITH CB) STO-09CATCH BASIN MANHOLE TYPE II CATCH BASIN MANHOLE TYPE II STO-10FLARED END SECTION AND TRASH GUARD FLARED END SECTION AND TRASH GUARD STO-11RIPRAP AT OUTLETS RIPRAP AT OUTLETS STO-12CABLE CONCRETE AT OUTLETS CABLE CONCRETE AT OUTLETS STO-14"MINI-TEE" MANHOLE "MINI-TEE" MANHOLE STO-15PVC (RIGID) PERFORATED PIPE PVC (RIGID) PERFORATED PIPE STO-15ADRAIN TILE CLEANOUT DRAIN TILE CLEANOUT STO-16RURAL RESIDENTIAL DRIVEWAY RURAL RESIDENTIAL DRIVEWAY STO-17STORM SEWER SKIMMER STRUCTURE STORM SEWER SKIMMER STRUCTURE STO-19STORM SEWER SKIMMER STRUCTURE WITH CONCRETE BAFFLE WALL STORM SEWER SKIMMER STRUCTURE WITH CONCRETE BAFFLE WALL STO-21POND BENCH POND BENCH SECTION 3 - SANITARY SEWER PLATEDESCRIPTION DESCRIPTION SAN-01SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE SAN-02SANITARY SEWER JUNCTION MANHOLE SANITARY SEWER JUNCTION MANHOLE SAN-03SANITARY SEWER JUNCTION MANHOLE WITH REINFORCED TOP SLAB SANITARY SEWER JUNCTION MANHOLE WITH REINFORCED TOP SLAB SAN-04SANITARY SEWER DROP INLET MANHOLE SANITARY SEWER DROP INLET MANHOLE SAN-05WATERTIGHT CASTING FOR SANITARY SEWER MANHOLE WATERTIGHT CASTING FOR SANITARY SEWER MANHOLE NOTE:REFERENCES ON CITY PLATES ARE TO MnDOT 2018 EDITION SPECIFICATIONSREFERENCES ON CITY PLATES ARE TO MnDOT 2018 EDITION SPECIFICATIONS
AutoCAD SHX Text
INDEX
AutoCAD SHX Text
INDEX2
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APR 2017
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Last Revision:
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City Plate No.
AutoCAD SHX Text
FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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Varies
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%%UPLAN
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%%USECTION
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6"
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diameter of pipe and slope 2"
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Grout bottom of manhole to 1/2
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Varies
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5"
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"A"
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"B"
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4'-0"
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Varies
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both the inside and outside.
AutoCAD SHX Text
Doghouses shall be grouted on
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from inside face of wall.
AutoCAD SHX Text
Pipe shall be cut off 3" to 6"
AutoCAD SHX Text
"O" ring rubber gaskets.
AutoCAD SHX Text
All joints in manhole to have
AutoCAD SHX Text
Aluminum steps approved.
AutoCAD SHX Text
or equal, 16" on center.
AutoCAD SHX Text
Manhole steps, Neenah R1981J
AutoCAD SHX Text
concrete adjustment rings with full
AutoCAD SHX Text
Minimum of 2 and maximum of 5
AutoCAD SHX Text
of cone is facing downstream.
AutoCAD SHX Text
so that offset vertical portion
AutoCAD SHX Text
Manhole Steps shall be placed
AutoCAD SHX Text
bed of mortar between each.
AutoCAD SHX Text
toward invert.
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Flow
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Neenah frame and cover or equal
AutoCAD SHX Text
lettered, "Storm Sewer", with
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2 concealed pick holes.
AutoCAD SHX Text
7"
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B
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A
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27"
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R1642
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CASTING
AutoCAD SHX Text
Minimum slab thickness is 6" for structure
AutoCAD SHX Text
14' in depth or less. Increase thickness 1"
AutoCAD SHX Text
for every 4' of depth greater than 14'
AutoCAD SHX Text
and reinforce with 6" x 6" Mesh.
AutoCAD SHX Text
No block structures are allowed.
AutoCAD SHX Text
1 ring with mortar = 0.2'.
AutoCAD SHX Text
12"-16"
AutoCAD SHX Text
Concrete collar required around all
AutoCAD SHX Text
adjusting rings.
AutoCAD SHX Text
4'-0" Typ.
AutoCAD SHX Text
STORM SEWER MANHOLE
AutoCAD SHX Text
STO-01
AutoCAD SHX Text
JAN 2012
AutoCAD SHX Text
Last Revision:
AutoCAD SHX Text
City Plate No.
AutoCAD SHX Text
FARMINGTON, MINNESOTA
AutoCAD SHX Text
2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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Varies
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%%UPLAN
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%%USECTION
AutoCAD SHX Text
6"
AutoCAD SHX Text
diameter of pipe and slope
AutoCAD SHX Text
Grout bottom of Manhole to 1/2
AutoCAD SHX Text
Varies
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5"
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"A"
AutoCAD SHX Text
"B"
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4'-0"
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Varies
AutoCAD SHX Text
both the inside an outside.
AutoCAD SHX Text
Doghouses shall be grouted on
AutoCAD SHX Text
from inside face of wall.
AutoCAD SHX Text
Pipe shall be cut off 3" to 6"
AutoCAD SHX Text
"O" ring rubber gaskets.
AutoCAD SHX Text
All joints in Manhole to have
AutoCAD SHX Text
Aluminum steps approved.
AutoCAD SHX Text
or equal, 16" on center.
AutoCAD SHX Text
Manhole steps, Neenah R1981J
AutoCAD SHX Text
concrete adjustment rings with full
AutoCAD SHX Text
Minimum of 2 and maximum of 5
AutoCAD SHX Text
of cone is facing downstream.
AutoCAD SHX Text
so that offset vertical portion
AutoCAD SHX Text
Manhole steps shall be placed
AutoCAD SHX Text
bed of mortar between each.
AutoCAD SHX Text
2" toward invert.
AutoCAD SHX Text
7"
AutoCAD SHX Text
B
AutoCAD SHX Text
A
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27"
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R1642
AutoCAD SHX Text
CASTING
AutoCAD SHX Text
Neenah frame and cover or equal,
AutoCAD SHX Text
lettered, "Storm Sewer", with
AutoCAD SHX Text
2 concealed pick holes.
AutoCAD SHX Text
Minimum slab thickness is 6" for structures
AutoCAD SHX Text
14' in depth or less. Increase thickness 1"
AutoCAD SHX Text
for every 4' of depth greater than 14',
AutoCAD SHX Text
and reinforce with 6" x 6" 10/10 mesh.
AutoCAD SHX Text
No block structures are allowed.
AutoCAD SHX Text
1 ring with mortar = 0.2'. Concrete
AutoCAD SHX Text
12"-16"
AutoCAD SHX Text
collar required around all adjusting rings.
AutoCAD SHX Text
4'-0" Typ.
AutoCAD SHX Text
STORM SEWER JUNCTION MANHOLE
AutoCAD SHX Text
STO-02
AutoCAD SHX Text
JAN 2012
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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Varies
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%%UPLAN
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%%USECTION
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6"
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diameter of pipe and slope
AutoCAD SHX Text
Grout bottom of manhole to 1/2
AutoCAD SHX Text
Varies
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5"
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"A"
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"B"
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Varies
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from inside face of wall.
AutoCAD SHX Text
Pipe shall be cut off 3" to 6"
AutoCAD SHX Text
"O" ring rubber gaskets.
AutoCAD SHX Text
All joints in manhole to have
AutoCAD SHX Text
Aluminum steps approved.
AutoCAD SHX Text
or equal, 16" on center.
AutoCAD SHX Text
Manhole steps, Neenah R1981J
AutoCAD SHX Text
lettered, "Storm Sewer", with
AutoCAD SHX Text
slab is facing downstream.
AutoCAD SHX Text
so that offset hole in top
AutoCAD SHX Text
Manhole steps shall be placed
AutoCAD SHX Text
Neenah frame and cover or equal
AutoCAD SHX Text
2" toward invert.
AutoCAD SHX Text
Minimum of 2 and maximum of 5
AutoCAD SHX Text
concrete adjustment rings with full
AutoCAD SHX Text
bed of mortar between each.
AutoCAD SHX Text
6" precast reinforced concrete manhole
AutoCAD SHX Text
slab with #4 bars at 5" o.c. each way
AutoCAD SHX Text
and 2-#4 bars at all sides of opening.
AutoCAD SHX Text
For 6' Diameter Manhole an 8"
AutoCAD SHX Text
precast slab is required.
AutoCAD SHX Text
7"
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B
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A
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27"
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R1642
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CASTING
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2 concealed pick holes.
AutoCAD SHX Text
Minimum slab thickness is 6" for structures
AutoCAD SHX Text
14' in depth or less. Increase thickness 1"
AutoCAD SHX Text
for every 4' of depth greater than 14',
AutoCAD SHX Text
No block structures are allowed.
AutoCAD SHX Text
and reinforce with 6" x 6" 10/10 mesh.
AutoCAD SHX Text
Doghouses shall be grouted on
AutoCAD SHX Text
both inside and outside.
AutoCAD SHX Text
1 ring with mortar = 0.2'. Concrete
AutoCAD SHX Text
Top of barrel section below top Slab
AutoCAD SHX Text
to have flat top edge sealed with
AutoCAD SHX Text
2 beads of Ramnek or equal.
AutoCAD SHX Text
4'-0" Typ.
AutoCAD SHX Text
12"-16"
AutoCAD SHX Text
collar required on all adjusting rings.
AutoCAD SHX Text
STORM SEWER JUNCTION MANHOLE
AutoCAD SHX Text
STO-03
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WITH REINFORCED TOP SLAB
AutoCAD SHX Text
JAN 2012
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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both inside and outside.
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Doghouses shall be grouted on
AutoCAD SHX Text
and reinforce with 6" x 6" 10/10 mesh.
AutoCAD SHX Text
No block structures are allowed.
AutoCAD SHX Text
for every 4' of depth greater than 14',
AutoCAD SHX Text
14' in depth or less. Increase thickness 1"
AutoCAD SHX Text
Minimum slab thickness is 6" for structure
AutoCAD SHX Text
2 concealed pick holes.
AutoCAD SHX Text
CASTING
AutoCAD SHX Text
R1642
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27"
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A
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B
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7"
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precast slab is required.
AutoCAD SHX Text
For 6' diameter manhole an 8"
AutoCAD SHX Text
and 2-#4 bars at all sides of opening.
AutoCAD SHX Text
slab with #4 bars at 5" o.c. each way
AutoCAD SHX Text
6" precast reinforced concrete manhole
AutoCAD SHX Text
bed of mortar between each.
AutoCAD SHX Text
concrete adjustment rings with full
AutoCAD SHX Text
Minimum of 2 and maximum of 5
AutoCAD SHX Text
Neenah frame and cover or equal
AutoCAD SHX Text
Manhole steps shall be placed
AutoCAD SHX Text
so that offset vertical portion
AutoCAD SHX Text
of cone is facing downstream.
AutoCAD SHX Text
lettered, "Storm Sewer", with
AutoCAD SHX Text
Manhole steps, Neenah R1981J
AutoCAD SHX Text
or equal, 16" on center.
AutoCAD SHX Text
Aluminum steps approved.
AutoCAD SHX Text
All joints in manhole to have
AutoCAD SHX Text
"O" ring rubber gaskets.
AutoCAD SHX Text
Pipe shall be cut off 3" to 6"
AutoCAD SHX Text
from inside face of wall.
AutoCAD SHX Text
Varies
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"B"
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"A"
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5"
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Varies
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6"
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%%USECTION
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%%UPLAN
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Varies
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3'
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12"-16"
AutoCAD SHX Text
4'-0" typ.
AutoCAD SHX Text
1 ring with mortar = 0.2'. Concrete
AutoCAD SHX Text
Top of barrel section below top slab
AutoCAD SHX Text
to have flat top edge sealed with
AutoCAD SHX Text
2 beads of Ramnek or equal.
AutoCAD SHX Text
collar required around all adjusting rings.
AutoCAD SHX Text
STORM SEWER JUNCTION MANHOLE
AutoCAD SHX Text
JAN 2012
AutoCAD SHX Text
STO-04
AutoCAD SHX Text
WITH REINFORCED TOP SLAB AND SUMP
AutoCAD SHX Text
Last Revision:
AutoCAD SHX Text
City Plate No.
AutoCAD SHX Text
FARMINGTON, MINNESOTA
AutoCAD SHX Text
2019
AutoCAD SHX Text
K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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Varies
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%%UPLAN
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%%USECTION
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6"
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Varies
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5"
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6"
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Varies
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and reinforce with 6"x6" 10/10 mesh.
AutoCAD SHX Text
each 4' of depth greater than 14',
AutoCAD SHX Text
14' in depth. Increase thickness 1" for
AutoCAD SHX Text
Minimum Slab thickness, 6" for structures
AutoCAD SHX Text
"O" ring rubber gaskets.
AutoCAD SHX Text
All joints in manhole to have
AutoCAD SHX Text
concrete adjustment rings with full
AutoCAD SHX Text
Minimum of 2 and maximum of 5
AutoCAD SHX Text
bed of mortar between each concrete
AutoCAD SHX Text
collar required around all adjusting rings.
AutoCAD SHX Text
Dimension from back of curb
AutoCAD SHX Text
to center of pipe.
AutoCAD SHX Text
4' Dia. MH - 9" in from Back of Curb
AutoCAD SHX Text
5' Dia. MH - 3" in from Back of Curb
AutoCAD SHX Text
6' Dia. MH - 3" behind Back of Curb
AutoCAD SHX Text
6" precast reinforced concrete slab.
AutoCAD SHX Text
Precast concrete section
AutoCAD SHX Text
Doghouses shall be grouted on both
AutoCAD SHX Text
the outside and inside.
AutoCAD SHX Text
Manhole steps, Neenah R1981J or
AutoCAD SHX Text
equal, 16" o.c., Aluminum steps
AutoCAD SHX Text
approved.
AutoCAD SHX Text
Pipe
AutoCAD SHX Text
Dia.
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24"x36" slab opening for Neenah
AutoCAD SHX Text
R3067V or preapproved equal.
AutoCAD SHX Text
Grout bottom of MH to 1/2 diameter
AutoCAD SHX Text
3" Radius
AutoCAD SHX Text
Top of barrel section under top Slab
AutoCAD SHX Text
7' Dia. MH - 9" behind Back of Curb
AutoCAD SHX Text
8' Dia. MH - 15" behind Back of Curb
AutoCAD SHX Text
6"
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'setvar pickbox 149
AutoCAD SHX Text
No block structures are allowed.
AutoCAD SHX Text
to have flat top edge sealed with
AutoCAD SHX Text
2 beads of Ramnek or equal.
AutoCAD SHX Text
4'-0" Typ.
AutoCAD SHX Text
12'-16"
AutoCAD SHX Text
1 ring w/mortar=0.2'; max. horizontal
AutoCAD SHX Text
offset=0.25'(3").
AutoCAD SHX Text
4" PVC Tee for drain tile connection.
AutoCAD SHX Text
of pipe and slope 2" toward invert.
AutoCAD SHX Text
Wood wedges are not allowed for adjustment and no more than 4 wedges should be used under a casting
AutoCAD SHX Text
CATCH BASIN MANHOLE
AutoCAD SHX Text
FEB 2017
AutoCAD SHX Text
STO-05
AutoCAD SHX Text
Last Revision:
AutoCAD SHX Text
City Plate No.
AutoCAD SHX Text
FARMINGTON, MINNESOTA
AutoCAD SHX Text
2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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Varies
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%%UPLAN
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%%USECTION
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6"
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Varies
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5"
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6"
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Varies
AutoCAD SHX Text
and reinforce with 6"x6" 10/10 mesh.
AutoCAD SHX Text
1" for each 4' of depth greater than 14',
AutoCAD SHX Text
14' in depth or less. Increase thickness
AutoCAD SHX Text
Minimum slab thickness, 6" for structures
AutoCAD SHX Text
"O" ring rubber gaskets.
AutoCAD SHX Text
All joints in manhole to have
AutoCAD SHX Text
concrete adjustment rings with full
AutoCAD SHX Text
Minimum of 2 and maximum of 5
AutoCAD SHX Text
bed of mortar between each one.
AutoCAD SHX Text
Concrete collar required around all
AutoCAD SHX Text
Dimension from back of curb
AutoCAD SHX Text
to center of pipe.
AutoCAD SHX Text
4' Dia. MH - 9" in from Back of Curb
AutoCAD SHX Text
5' Dia. MH - 3" in from Back of Curb
AutoCAD SHX Text
6' Dia. MH - 3" behind Back of Curb
AutoCAD SHX Text
6" precast reinforced concrete slab.
AutoCAD SHX Text
Precast concrete section
AutoCAD SHX Text
Doghouses shall be grouted on both
AutoCAD SHX Text
the outside and inside.
AutoCAD SHX Text
Manhole steps, Neenah R1981J or
AutoCAD SHX Text
equal, 16" o.c., Aluminum steps
AutoCAD SHX Text
approved.
AutoCAD SHX Text
Pipe
AutoCAD SHX Text
Dia.
AutoCAD SHX Text
24"x36" slab opening for Neenah
AutoCAD SHX Text
R3067V or preapproved equal
AutoCAD SHX Text
3'-0"
AutoCAD SHX Text
3" Radius
AutoCAD SHX Text
Top of barrel section below top Slab
AutoCAD SHX Text
7' Dia. MH - 9" behind Back of Curb
AutoCAD SHX Text
8' Dia. MH - 15" behind Back of Curb
AutoCAD SHX Text
No block structures are allowed.
AutoCAD SHX Text
4'-0" Typ.
AutoCAD SHX Text
to have flat top edge sealed with
AutoCAD SHX Text
2 beads of Ramnek or equal.
AutoCAD SHX Text
12"-16"
AutoCAD SHX Text
adjusting rings.
AutoCAD SHX Text
1 ring w/mortar=0.2';
AutoCAD SHX Text
max. horizontal offset=0.25'(3").
AutoCAD SHX Text
4" PVC Tee for drain tile connection.
AutoCAD SHX Text
Wood wedges are not allowed for adjustment and no more than 4 wedges should be used under a casting
AutoCAD SHX Text
CATCH BASIN MANHOLE WITH SUMP
AutoCAD SHX Text
FEB 2017
AutoCAD SHX Text
STO-06
AutoCAD SHX Text
Last Revision:
AutoCAD SHX Text
City Plate No.
AutoCAD SHX Text
FARMINGTON, MINNESOTA
AutoCAD SHX Text
2019
AutoCAD SHX Text
K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
AutoCAD SHX Text
%%USTANDARD DETAILS
AutoCAD SHX Text
Face of Curb
AutoCAD SHX Text
Direction of Flow
AutoCAD SHX Text
4" PVC Tee for
AutoCAD SHX Text
Top of Curb
AutoCAD SHX Text
Varies
AutoCAD SHX Text
Precast
AutoCAD SHX Text
5"
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6 1/2"
AutoCAD SHX Text
4"
AutoCAD SHX Text
Varies
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6"
AutoCAD SHX Text
Varies
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24" x 36"
AutoCAD SHX Text
3'-0"
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2'-0"
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3.5"
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3.5"
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6"
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%%UPLAN
AutoCAD SHX Text
%%USECTION
AutoCAD SHX Text
No block structures are allowed.
AutoCAD SHX Text
drain tile connection
AutoCAD SHX Text
Neenah R-3067 VBI bi-directional vane grate
AutoCAD SHX Text
required at all low points in the road.
AutoCAD SHX Text
Wood wedges are not allowed for adjustment and no more than 4 wedges should be used under a casting
AutoCAD SHX Text
Grout bottom of MH to 1/2 diameter of pipe and slope 2" toward invert.
AutoCAD SHX Text
Doghouses shall be grouted on both the inside and outside.
AutoCAD SHX Text
Minimum of 2, and maximum of 5 concrete adjusment rings allowed with full bed of mortar between each and also with concrete collar externally surrounding rings. 1 ring w/mortar=0.2'; max. horizontal offset=0.25'(3").
AutoCAD SHX Text
Catchbasin casting Neenah R3067V or equal 3" radius curb box.
AutoCAD SHX Text
CATCH BASIN
AutoCAD SHX Text
FEB 2017
AutoCAD SHX Text
STO-07
AutoCAD SHX Text
Last Revision:
AutoCAD SHX Text
City Plate No.
AutoCAD SHX Text
FARMINGTON, MINNESOTA
AutoCAD SHX Text
2019
AutoCAD SHX Text
K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
AutoCAD SHX Text
%%USTANDARD DETAILS
AutoCAD SHX Text
%%USECTION
AutoCAD SHX Text
%%UPLAN
AutoCAD SHX Text
6"
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24" x 36"
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Varies
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4"
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6 1/2"
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5"
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6" Grout
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Precast
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Varies
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Top of Curb
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Minimum of 2 and Maximum of 5
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3" radius curb box.
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or approved equal
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Catchbasin casting Neenah R3067V
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Face of Curb
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concrete adjustment rings
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with full bed of mortar between
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each. Concrete collar required
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around all adjustment rings. 1 ring
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Manhole steps 16" o.c., R-1981J
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or equal. Aluminum steps approved.
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6"
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Varies
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12" R.C.P.
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Varies
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6"
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Varies
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5"
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6"
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Varies
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6" precast reinforced concrete slab.
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Grout bottom of MH to 1/2 dia. of pipe
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Pipe
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Dia.
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Top of barrel section below top slab
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to have flat top edge sealed with
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2 beads of Ramnek or equal.
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Minimum slab thickness 6" for structures
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14' in depth or less. Increase thickness 1"
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for each 4' of depth greater than 14', and
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reinforce with 6" x 6" 10/10 Mesh.
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4'-0" Typ.
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Doghouses shall be grouted
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on both the outside and
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the inside.
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12"-16"
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w/mortar=0.2'; max horizontal
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offset=.25'(3").
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and slope 2" toward invert.
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NOTE: Wood wedges are not allowed for adjustment and no more than 4 wedges should be used under a casting
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DOUBLE CATCH BASIN
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(CBMH WITH CB)
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STO-08
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JAN 2012
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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Varies
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%%UPLAN
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%%USECTION
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6"
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Varies
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5"
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6"
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Varies
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and reinforce with 6"x6" 10/10 Mesh.
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1" for each 4' of depth greater than 14',
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14" in depth or less. Increase thickness
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Minimum slab thickness, 6" for structures
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"O" ring rubber gaskets.
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All joints in manhole to have
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concrete adjustment rings with full
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bed of mortar between each.
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Concrete Collar required around
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6" precast reinforced concrete slab.
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Precast concrete section
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Doghouses shall be grouted on both
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the outside and inside.
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Manhole steps, Neenah R1981J or
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equal, 16" o.c., Aluminum steps
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approved.
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Pipe
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Dia.
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Neenah R-4342 casting or
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Grout bottom of MH to 1/2 dia. of pipe
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3" Radius
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Top of barrel section under top slab
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6"
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No block structures are allowed.
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to have flat top edge sealed with
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2 beads of Ramnek or equal.
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4'-0" Typ.
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12'-16"
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on all adjusting rings. 1 ring with
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mortar=0.2'; max horizontal offset=
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.25'(3").
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approved equal
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and slope 2" toward invert.
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TYPE II
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CATCH BASIN MANHOLE
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JAN 2012
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STO-09
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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H
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6"
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Anchor Clip
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Tie last 3 pipe joints.
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Use 2 tie bolt fasteners
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per joint. Install at
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60%%D from top of pipe.
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Provide 3 anchor clips to fasten
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trash guard to flared end section.
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Hot dip galvanize after fabrication.
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TRASH GUARD SIZING
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Pipe Size
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12"-18"
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21"-42"
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48"-72"
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1 1/4"%%c
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1"%%c
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3/4"%%c
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4"
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6"
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12"
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5/8"
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3/4"
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1"
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Bars
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`H'
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Bolts
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See City Plate No. STO-11 for RIPRAP placement.
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ISOMETRIC
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24" MAX
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Anchor both sides.
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FLARED END SECTION
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AND TRASH GUARD
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JAN 2012
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STO-10
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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%%UPLAN
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%%uSECTION A-A
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%%USECTION B-B
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(One Cubic Yard is approximately 2,800 lbs.)
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12"
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layers of 500X Mirafi
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under RIPRAP or 2
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Filter blanket required
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%%UNOTE
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2'
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54" AND UP
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36" TO 48"
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27" TO 33"
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12" TO 24"
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%%URIPRAP REQUIREMENTS (MnDOT 3601.2A)
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8 to 12 CY CL.3
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14 to 20 CY CL.3
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23 to 38 CY CL.3
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62 CY and up CL.4
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A
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D
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2'
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1
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4
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2'
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1
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4
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RIPRAP
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12"
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Filter Blanket (MnDOT 3601.2B)
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Geotextile Filter Type IV
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Filter Blanket (MnDOT 3601.2B)
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Geotextile Filter Type IV
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RIPRAP
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RIPRAP
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5D
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B
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A
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B
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fabric or equal
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3' MIN.
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RIPRAP AT OUTLETS
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STO-11
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FEB 2017
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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%%UPLAN
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%%uSECTION A-A
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%%USECTION C-C
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A
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D
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Anchor
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12"
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Geotextile Filter Type III
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Cable Concrete
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8D
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B
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A
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B
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Toed in
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Cable Concrete System
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install prior to apron
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3/2 D
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3/2 D
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C
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C
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Anchors as recommended by
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Cable Concrete suppliers
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Compacted Subgrade
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1. Dimensions shown will
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be adjusted to fit
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standard panels
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NOTE:
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%%USECTION B-B
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2/3 D
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2 D
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2/3 D
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D/3
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D/3
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3 D
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2. Min. block weight=77PSF
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3. Min. cable Dia.=5/32"
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stainless steel
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45.0°
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45.0°
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45.0°
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45.0°
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CABLE CONCRETE AT OUTLETS
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STO-12
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FEB 2017
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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74"
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8'-0"
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H
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D
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48"
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A
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B
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B
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A
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12"
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"B" wall
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thickness
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"T"
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"T"
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thickness
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"C" wall
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"B" wall
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height
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"H"
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2"
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2 3/4"
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36"
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Pipe
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diameter
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"D"
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36"
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3"
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2 3/4"
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15"
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48"
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3 1/4"
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2 1/2"
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18"
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48"
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3 1/2"
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2 3/4"
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21"
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48"
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3 3/4"
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3"
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24'
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60"
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27"
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60"
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4 1/4"
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30"
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60"
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4 1/2"
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33"
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60"
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4 3/4"
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4"
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36"
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3 3/4"
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3 1/2"
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4"
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3 1/4"
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%%UTOP VIEW
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%%USIDE VIEW
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%%UEND VIEW
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FLOW
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T
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NOTE:
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1. All pipes shall have R-4 rubber
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2. Horizontal pipe may be "B" wall or
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gasket joint.
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"C" wall.
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Manhole steps
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or equal 16" o.c.
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Neenah R1981J
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"MINI-TEE" MANHOLE
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STO-14
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FEB 2017
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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90%%D
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160%%D
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%%UPIPE DETAIL
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%%UTRENCH DETAIL
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2' Minimum
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Filter Aggregate
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MnDOT 3149.2J
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4" or 6" perforated, rigid,
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1/4"%%c Hole
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typical
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3'-0"
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Finished grade
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2"to4"
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4" minimum of topsoil
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above trench
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thermoplastic (TP) drain tile.
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MnDOT (2502).
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Knit geotextile fabric
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MnDOT 3733-Type I
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on the bottom and
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sides of trench
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6" minimum overlap
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medium or fine
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as specified
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PVC (RIGID) PERFORATED PIPE
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FEB 2017
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STO-15
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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%%UCLEANOUT IN DWY
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Concrete
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driveway
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Bituminous
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driveway
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Granular
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backfill
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One piece 4" PVC
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Schedule 40
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cleanout riser
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%%UCLEANOUT IN TURF
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Ford A-1 Cover
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NOTE: 3.Cleanouts shall be installed every 150' and at all dead ends for mainline drain Cleanouts shall be installed every 150' and at all dead ends for mainline drain tile. 4.Cleanouts shall be capped with a PVC sewer cleanout adapter and galvanized Cleanouts shall be capped with a PVC sewer cleanout adapter and galvanized metal square head screw-in plug (Matco-Norca MGPL11 or approved equal). 5.Cleanouts in driveways shall require a Ford A-1 Cover or approved equal for Cleanouts in driveways shall require a Ford A-1 Cover or approved equal for access.
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Drain Tile
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PVC Tee
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Drain Tile
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PVC Tee
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DRAIN TILE CLEANOUT
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FEB 2017
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STO-15A
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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%%USECTION B-B
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%%uSECTION A-A
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%%UPLAN
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Right of Way line
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Driveway
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Existing Roadway
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Minimum 18" C.M.P
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3:1 max. slope
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3:1 max. slope
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Minimum 6" of gravel
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6:1 C.M.P. apron
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22' typical
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Gravel required to
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Right of Way line.
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Minimum slope
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0.5% to drain
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4.00%%% slope
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3' typical
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9'
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9'
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B
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B
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A
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A
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Minimum 16'
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3:1 max. slope
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from Road
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Maximum driveway slope 10.00%%%
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Minimum driveway slope 0.50%
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2.00%%% to
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Minimum 1' cover
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beneath driving area
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RURAL RESIDENTIAL DRIVEWAY
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JAN 2012
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STO-16
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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MH DIAMETER OPENING
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Hot-dipped galvanized
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grate in 2 sections
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1-1/4"
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1/4"x1/4"
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1 1/2"x3/8" outer ring
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bars @ 4" O.C.
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1 1/2"x3/8" steel
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Provide 6-1/2" SS anchor
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steel bar, weld
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to each member
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bolts w/clips
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SKIMMER
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6' 6'x1.5'
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5' 4.5'x1.5'
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4' 3'x1.5'
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Rectangular
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skimmer opening
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1'
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6"
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6" aggregate backfill
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(MnDOT 3149H Mod.)
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8 CY Class
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3 Riprap
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6"
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Outlet Elev.
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Elev.=xxx.x
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Skimmer
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opening
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Elev.=xxx.x
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Hole for xx" Dia. RCP
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Dia. Varies
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1'
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0.5'
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1.5'
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GRATE DETAIL
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See city plate STO-11 for riprap placement details.
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FEB 2017
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STO-17
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STORM SEWER SKIMMER STRUCTURE
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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for outlet pipe below the
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When feasible, set invert
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A
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A
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2.5'
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Elev.= xxx.x
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Elev.= xxx.x
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Elev.= xxx.x
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%%UCONCRETE BAFFLE WALL
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%%USECTION A-A
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2.5'
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designed normal water
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elevation to improve pipe
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cover and minimize slope
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around skimmer.
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additional #4'S
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x 4'-0" long
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#4 @ 12"
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vertical
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xx"
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hole in
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baffle wall
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#4 @ 12"
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horizontal
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Hole for
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xx" RCP
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Hole for xx" Dia.
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outlet pipe
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xx" dia. hole in
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baffle wall
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5' Dia. typ.
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Elev.=xxx.x
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Outlet Elev.
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Elev.=xxx.x
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5' X 1.5'
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min. opening
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see STO-17
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0.5'
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6"
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Aggregate
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(MnDOT Spec. 3149H Mod.)
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1'
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Elev.=xxx.x
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1'
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SKIMMER
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GRATE
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NOTE
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:
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When baffle wall height
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is greater than 3' above
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Outlet Elev. the following
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shall be required:
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1. Steps
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2. 6' Diameter MH
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6"
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8 CY Class
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3 Riprap
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1'
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See City Plate No.
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STO-11 for riprap
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placement details.
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2"x6" keyway cast into wall by supplier
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Baffle wall must be poured in place
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xx" Dia. hole in baffle wall
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Skimmer opening See STO-17
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For grate design see City Plate No. STO-17
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FEB 2017
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STO-19
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STORM SEWER SKIMMER STRUCTURE
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WITH CONCRETE BAFFLE WALL
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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Maintenance Bench
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Outlet Pipe
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Maintenance Bench
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10:1
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4:1 max
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10:1
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10'
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Typical Side Slope Profile
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within 10' of Skimmer
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Side Slope Profile
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3:1 max
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Safety/Aquatic Vegetation Bench
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Safety/Aquatic Vegetation Bench
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10:1
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10:1
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2'
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Skimmer
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8'
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4:1
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WITHIN 10' OF SKIMMER OUTLET
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TYPICAL BENCH DETAIL
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TYPICAL BENCH DETAIL
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10'
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Pond Outlet Elev.
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3:1 max
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Pond Bottom
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Pond Bottom
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Pond Outlet Elev.
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NOTE: See City Plate No.'s STO-17 or STO-19 for specific skimmer.
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8 CY Class 3 Riprap
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4:1 max
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structure details.
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POND BENCH
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FEB 2017
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STO-21
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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Varies
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%%UPLAN
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%%USECTION
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pipe and benches sloped 2" toward the invert.
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Precast invert must be 1/2 diameter of the
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Varies
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5"
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27"
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7"
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4'-0"
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Varies
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depth greater than 14'.
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6" for structure 14' deep or less, and
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Minimum thickness of precast base is
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considered acceptable alternate.
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KOR-N-SEAL manhole or equal
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inside face of wall.
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Pipe shall be cut out 2"
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"O" ring rubber gaskets.
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All joints in manhole to have
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Aluminum steps approved.
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or equal, 16" on center.
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Manhole steps, Neenah R1981J
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concrete adjustment rings with
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Minimum of 2 and maximum of 5
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concealed pick holes.
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lettered "Sanitary Sewer" with 2
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Neenah frame and cover or equal,
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of cone is facing downstream.
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so that offset vertical portion
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Manhole steps shall be placed
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See specification for casting number.
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Doghouses shall be grouted
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on the inside and outside.
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increases 1" in thickness for every 4' of
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full bed of mortar between each.
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12"-16"
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1 ring with mortar = 0.2'. Infishield
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7"
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B
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A
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27"
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R1642B
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CASTING
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chimney seal or approved other.
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4'-0" Typ.
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SANITARY SEWER MANHOLE
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JAN 2019
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SAN-01
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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Varies
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%%UPLAN
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%%USECTION
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diameter of pipe and benches should
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Precast invert must be 1/2
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4'-0" Typ.
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5"
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27"
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7"
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4'-0"
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Varies
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considered acceptable alternate.
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KOR-N-SEAL Manhole or equal
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inside face of wall.
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Pipe shall be cut out 2"
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"O" ring rubber gaskets.
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All joints in manhole to have
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Aluminum steps approved.
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or equal, 16" on center.
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Manhole steps, Neenah R1981J
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concrete adjustment rings with full
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Minimum of 2 and maximum of 5
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lettered "Sanitary Sewer" with 2
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of cone is facing downstream.
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so that offset vertical portion
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Manhole steps shall be placed
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Neenah frame and cover or equal
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bed of mortar between each.
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be sloped 2" toward invert.
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concealed pick holes
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Doghouses shall be grouted
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on the inside and outside.
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Minimum thickness of precast base is
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6" for structures 14' deep or less, and
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increases 1" in thickness for every 4'
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of depth greater than 14'.
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7"
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B
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A
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27"
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R1642B
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CASTING
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12"-16"
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1 ring with mortar = 0.2'. Infishield
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chimney seal or approved equal.
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Varies
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SANITARY SEWER JUNCTION MANHOLE
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SAN-02
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JAN 2019
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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Varies
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%%UPLAN
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%%USECTION
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the pipe and the benches sloped
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Precast invert must be 1/2 diameter of
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Varies
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5"
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27"
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7"
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Varies
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considered acceptable alternate.
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KOR-N-SEAL manhole or equal
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inside face of wall.
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Pipe shall be cut out 2"
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"O" ring rubber gaskets.
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All joints in manhole to have
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Aluminum steps approved.
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or equal, 16" on center.
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Manhole steps, Neenah R1981J
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concrete adjustment rings with full
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Minimum of 2 and maximum of 5
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lettered "Sanitary Sewer",
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of cone is facing downstream.
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so that offset vertical portion
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Manhole steps shall be placed
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Neenah frame and cover or equal,
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bed of mortar between each.
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2" toward invert.
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4'-0" Typ.
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with 2 concealed pick holes.
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Doghouses shall be grouted
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on the inside and outside.
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Ramnek or
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equal
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Minimum thickness of precast base is
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6" for structures 14' deep or less, and
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increases 1" for every 4' of depth
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greater than 14' deep.
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7"
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B
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A
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27"
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R1642B
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CASTING
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12"-16"
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1 ring with mortar = 0.2'. Infishield
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chimney seal or approved other.
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SANITARY SEWER JUNCTION MANHOLE
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SAN-03
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WITH REINFORCED TOP SLAB
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JAN 2019
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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SECTION
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PLAN
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18"
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3"
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6"
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2
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1
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R
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7/ "
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7 1/2"
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3"
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3"
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15"
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105181 or equal
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type coupler
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join with Fernco
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Cut bell from DIP
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DIP
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20'
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79"
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21"
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DROP
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VARIES
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Varies
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%%USECTION
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benches sloped 2" toward invert.
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1/2 diameter of pipe and
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Varies
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5"
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4'-0"
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considered acceptable alternate.
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KOR-N-SEAL Manhole or equal
AutoCAD SHX Text
inside face of wall.
AutoCAD SHX Text
Pipe shall be cut out 2"
AutoCAD SHX Text
"O" ring rubber gaskets.
AutoCAD SHX Text
All joints in manhole to have
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Aluminum steps approved.
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or equal, 16" on center.
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Manhole steps, Neenah R1981J
AutoCAD SHX Text
of cone is facing downstream.
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so that offset vertical portion
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Manhole steps shall be placed
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8" DIP
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tee section
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Horseshoes filled
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with concrete
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mortar on all
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sides (see detail)
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1/2 Dia of pipe
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%%UHORSESHOE DETAILS
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Precast invert should be
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Neenah frame and cover or equal,
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lettered "Sanitary Sewer", with
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Minimum of 2 and maximum of 5
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concrete adjustment rings with full
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bed of mortar between each. 1 ring
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27"
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7"
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2 concealed pick holes.
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Doghouses shall be grouted
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on the inside and outside.
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Minimum thickness of precast base is
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6" for structure 14' deep or less, and
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increases 1" in thickness for every 4'
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of depth greater than 14' deep.
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7"
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B
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A
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27"
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R1642B
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CASTING
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with mortar = 0.2'. Infishield
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12"-16"
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Precast 8"-1/4 bend
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integral with base section
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chimney shield or approved other.
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4'-0" Typ.
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SAN-04
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SANITARY SEWER DROP INLET MANHOLE
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JAN 2019
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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Neenah R-1755-G1 frame
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and cover or equal with
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2 concealed pick holes
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reinforcing
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Manhole cone
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4"
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2 req./ bolt
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2"o.d.,3/4"i.d.
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Washer 1/8" t.
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bolt
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5/8" galvanized
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/
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4 required
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3/4"o bolt
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to accept a
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Threaded insert
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spaced
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Manhole Frame evenly
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4 - 1" Diameter holes in
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of manhole
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Eccentric side
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"O"- ring rubber gasket
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4'-0" Typ.
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WATERTIGHT MANHOLE
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ECCENTRIC
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TOP COVER REMOVED
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4'-0"
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Manhole steps, Neenah
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R1981J or equal, 16"o.c.
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27"
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PLAN VIEW
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6.5"
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Aluminum steps approved.
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TIE DOWN DETAIL
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2"min.
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Varies
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Internal chimney seal
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WATERTIGHT CASTING FOR
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SAN-05
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JAN 2004
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SANITARY SEWER MANHOLE
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
PLATE
WAT-01
WAT-02
WAT-04
WAT-05
WAT-06
WAT-07
WAT-08
WAT-09
PLATE
BED-01
BED-02
PLATE
SER-01A
SER-01 Ap
SER-018
SER-02
SER-03
NOTE.
CITYOF
INDEX
SECTION 4 - WATER MAIN
DESCRIPTION
HYDRANT
GATE VALVE AND BOX
WATER MAIN WET TAP
CONCRETE THRUST BLOCKING
WATER MAIN OFFSET
TYPICAL GATE VALVE LAYOUT
IRRIGATION SYSTEM TAP, METER, AND BACKFLOW PREVENTOR ASSEMBLY
AIR BLEED
SECTION 5 - BEDDING
DESCRIPTION
BEDDING METHODS FOR PVC
BEDDING METHODS FOR RCP AND DIP
SECTION 6 - SERVICES
DESCRIPTION
WATER SERVICE CONNECTION
WATER SERVICE CONNECTION TO PVC
SANITARY SEWER SERVICE CONNECTION
SANITARY SEWER SERVICE RISER
SANITARY SEWER SERVICE LINE CLEANOUT
REFERENCES ON CITY PLATES ARE TO MnDOT 2018 EDITION SPECIFICATIONS
' /
STANDARD DETAILS / Last Revision:
INDEX JAN 2019
FARMINGTON ......, City Plate No .
[ FARMINGTON)
MINNESOTA J INDEX3
2019
K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%UINDEX
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%%USECTION 4 - WATER MAIN
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%%UPLATE
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%%UDESCRIPTION
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WAT-01 HYDRANT
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WAT-02 GATE VALVE AND BOX
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WAT-04 WATER MAIN WET TAP
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WAT-05 CONCRETE THRUST BLOCKING
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WAT-06 WATER MAIN OFFSET
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WAT-07 TYPICAL GATE VALVE LAYOUT
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WAT-08 IRRIGATION SYSTEM TAP, METER, AND BACKFLOW PREVENTOR ASSEMBLY
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WAT-09 AIR BLEED
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%%USECTION 5 - BEDDING
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%%UPLATE
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%%UDESCRIPTION
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BED-01 BEDDING METHODS FOR PVC
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BED-02 BEDDING METHODS FOR RCP AND DIP
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%%USECTION 6 - SERVICES
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%%UPLATE
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%%UDESCRIPTION
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SER-01A WATER SERVICE CONNECTION
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SER-01B SANITARY SEWER SERVICE CONNECTION
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SER-02 SANITARY SEWER SERVICE RISER
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SER-03 SANITARY SEWER SERVICE LINE CLEANOUT
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NOTE: REFERENCES ON CITY PLATES ARE TO MnDOT 2018 EDITION SPECIFICATIONS
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SER-01Ap WATER SERVICE CONNECTION TO PVC
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INDEX
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INDEX3
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JAN 2019
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
AutoCAD SHX Text
2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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Tie all fittings with Min. of two, 3/4" Diameter Rods
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7.5' Min.
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2.2'
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C
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L
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Top
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8" Concrete Block
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1 Cubic Yard
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Gravel or Crushed
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Rock. Cover with
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Backfill to
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be tamped
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Polyethylene Wrap.
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Model
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Waterous Pacer
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.5-1.5'
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3.5'
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8' Max
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Gate Valve
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Extension
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(Stainless steel or Epoxy coated), with Megalugs, or
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Copper Bonding
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Strap Connection
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WB-67-250
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Hydrant
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NOTES: 1.Factory installed plugs required whenever hydrants are installed in Factory installed plugs required whenever hydrants are installed in areas with high groundwater level, as determined by dewatering requirements and City Engineer. All nozzles should be painted black for all hydrants with plugged drain holes. Hydrants with no plugs shall plugs shall be painted all red. 2.All ductile iron watermain fittings shall be fusion bonded epoxy coated. All ductile iron watermain fittings shall be fusion bonded epoxy coated. 3.Hydrants shall be marked with stainless steel tag from factory. Hydrants shall be marked with stainless steel tag from factory. 4.All watermain bolts shall be core-blue or approved equal. All watermain bolts shall be core-blue or approved equal. 5.Hydrants must be stamped for the year installed or up to one year Hydrants must be stamped for the year installed or up to one year previous. 6.Extensions are required on gate valves >8' deep. Extensions are required on gate valves >8' deep. 7.Gate valve shall be installed in accordance with City Plate No. WAT-02.Gate valve shall be installed in accordance with City Plate No. WAT-02.
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Straight Line Hydrant Marker or approved aluminum equal
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with AFC ALPHA ends.
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8. Tracer wire shall be 12 gage copper clad steel, extra high strength with
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minimum 450 lb break load, with minimum 30 mil HDPE insulation thickness.
AutoCAD SHX Text
9. Connections between wires shall be installed with 3-way lockable connectors
AutoCAD SHX Text
with dielectric silicon fill to seal out moisture and corrosion.
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Tracer
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wire
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Tracer
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wire
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Water
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Main
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Above grade
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Tracer wire
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Access box
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HYDRANT
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FEB 2017
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WAT-01
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Last Revision:
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City Plate No.
AutoCAD SHX Text
FARMINGTON, MINNESOTA
AutoCAD SHX Text
2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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8" Concrete Block
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over top of water main.
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7.5' minimum cover required
AutoCAD SHX Text
C-515 standards
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Conforming to AWWA
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Resiliant Wedge Valve
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Gate Valve box, screw type,
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3 piece, 5 1/4" shaft, size
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G box, 7'-6" extended,
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#6 round base
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Power Seal No. 6860
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provide 12" of adjustment.
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grade. Box to be set to
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Adjust top to 1/2" below
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BOTTOM
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BASE
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D.I.P.
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No. 6860
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65"
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EXTENSION
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DROP LID
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D.I.P.
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C.I.P.
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TOP
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WATER
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Power Seal
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No. 60
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No. 59
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No. 58
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No. 6860
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Grade
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18"
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24"
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14"
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26"
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No. 6860
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8' Max
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Extensions are required on
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on gate valves >8' deep.
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strap connection
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Copper bonding
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All valve box components shall
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be manufactured in the U.S.
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or Canada unless approved by
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Note: All water main bolts are to be core-blue or approved equal.
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Megalugs or
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the City Engineer.
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AFC ALPHA Ends
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Tracer
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wire
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GATE VALVE AND BOX
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FEB 2017
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WAT-02
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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Resiliant Wedge Valve
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conforming to AWWA
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C-515 standards
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7.5' minimum cover required
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over top of water main.
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8" Concrete Block
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Undisturbed Earth
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Compacted Granular Backfill
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Concrete Thrust Blocking
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SECTION A-A
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PLAN
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A
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or stainless steel tapping sleeve
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A
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Concrete Thrust Blocking
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Fusion bonded epoxy coated ductile iron
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Powerseal, Romac, or approved equal
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fusion bonded epoxy coated ductile iron
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or stainless steel tapping sleeve.
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Note: All water main bolts shall be core-blue or approved equal.
AutoCAD SHX Text
Megalugs or AFC ALFA Ends
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WATER MAIN WET TAP
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FEB 2017
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WAT-04
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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3
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3
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2
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2
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1
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1
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2'-0"
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1'-6"
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D
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2'-8"
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2'-1"
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B
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90%%D BEND
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1'-6"
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1'-5"
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D
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2'-1"
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1'-5"
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B
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45%%D BEND
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1'-5"
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1'-5"
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D
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1'-5"
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1'-5"
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B
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22 1/2%%D BEND
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BUTTRESS DIMENSIONS
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8"
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6"
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SIZE
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PIPE
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1 2 3
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B
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1
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B
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2
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3
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SECTION A-A
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PLAN 22 1/2%%D BENDS
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PLAN 45%%D BENDS
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PLAN 90%%D BENDS
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D D D
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0 - See NOTE 4
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0 - See NOTE 4
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0 - See NOTE 4
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A
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A
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A
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A
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A
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A
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A
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A
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A
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B
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of pipe
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this quadrant
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in contact with
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Concrete shall be
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Concrete
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Undisturbed Earth
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Bedding Material
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3' Min.
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90%%d
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6"
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NOTES:
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1. Shape of back of buttress
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may vary as long as poured
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against firm undisturbed
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earth.
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2. Dimension C1,C2,C3 should
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be large enough to make
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4. 0 = 45%%d Minimum.
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16"
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20"
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24"
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3'-0"
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3'-6"
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4'-4"
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2'-0"
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2'-8"
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3'-0"
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3'-10"
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5'-6'
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6'-10"
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3'-0"
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3'-4"
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3'-10"
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6'-2"
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8'-4"
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9'-8"
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3'-6"
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4'-0"
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5'-0"
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2'-6"
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4'-9"
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2'-0"
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3'-4"
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1'-10"
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1'-10"
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12"
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5. Place polyethylene between
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Concrete & pipe.
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6'-0"
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17'-0"
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6'-0"
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9'-3"
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-
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-
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30"
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Variable
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angle O equal to or larger
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than 45%%d.
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3. Dimension A1,A2,A3 should
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be as large as possible
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without interfering with
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3
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2
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1
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MJ bolts.
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C1,C2,C3
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5. Megalugs shall be installed
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on all bends.
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Note: All water main bolts shall be core-blue or approved equal.
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CONCRETE THRUST BLOCKING
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FEB 2002
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WAT-05
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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18"
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45%%D Bend
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45%%D Bend
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Obstruction
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select granular
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Mech. compacted
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3/4" Stainless
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Variable
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See Plan
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Grade
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45%%D Bend
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Min 7.5'
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Min.
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6"
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NOTE:
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1. All fittings shall be fusion bonded epoxy coated ductile iron to
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2. Select granular will be required between insulation, water main,
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Water Main
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and obstruction.
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Select granular
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3. All bends shall have megalugs or tie rods with blocking in
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accordance with City Plate No. WAT-05.
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or Epoxy coated
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tie rods, or Megalugs.
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tie rods,
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or Epoxy coated
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3/4" Stainless
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or Megalugs
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tie rods, or Megalugs.
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or Epoxy coated
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3/4" Stainless
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meet or exceed ANSI/AWWA C550 and C116/A21.116 requirements.
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all sections of pipe.
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4. Copper bonding strap connections shall be used to connect
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5. All water main bolts shall be core-blue or approved equal.
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Minimum 2" insulation required when obstruction is a stormwater pipe
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DIP or CIP
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WAT-06
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FEB 2017
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WATER MAIN OFFSET
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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C
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L
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L
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C
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C
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L
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L
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C
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Cross
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10'
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NOTE:
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EX.
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HYD.
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G.V.
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G.V.
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G.V.
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G.V.
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Typical
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10'
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Typical
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1. See City Plate No. WAT-01 for typical hydrant and gate valve layout.
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2. See City Plate No. SER-01A and SER-01Ap for typical water service connection.
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Property line
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Tee
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DIP Water main
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DIP Water main
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4. All ductile iron water main fittings shall be fusion bonded epoxy coated.
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3. All water main shall be placed north and east of the center line of road.
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TYPICAL GATE VALVE LAYOUT
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FEB 2017
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WAT-07
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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4" Concrete Slab
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Water Main
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As Required
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Extension Rod,
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Standpipe and
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Curb Stop,
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Plug
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Reader
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Radio
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Irrigation
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To Underground
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Plug
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NOTE: 1. To winterize, remove and drain meter, siphon water from feed line, blow out irrigation lines and reinstall meter. 2. Security box must be maintenance free protective enclosure, with hinged top.
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BACKFLOW PREVENTOR ASSEMBLY
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IRRIGATION SYSTEM TAP, METER, AND
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FEB 2017
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WAT-08
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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2"x2" Wood Post
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2' above grade
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2"x2" Wood Post
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3' above grade
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Water Main
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7.5' Min.
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2' above grade
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2" Poly Cap
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Curb Stop and Box
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See Spec. for type
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2" Polycam
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transition fitting
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2" Poly to be
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installed into
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water main plug
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with 2" threaded opening
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8"x4"x2"
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Concrete Brick Support
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2" tapped plug with
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megalug retaining gland
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AIR BLEED
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FEB 2017
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WAT-09
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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Granular Borrow
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Diameter of pipe
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"D" Denotes outside
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D
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D+12" Min.
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Compacted Backfill
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6"
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12"
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MnDOT 3149B1 Mod.
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PIPE FOUNDATION & BEDDING IN GOOD SOILS
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PIPE FOUNDATION & BEDDING IN POOR SOILS
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3149H Mod.
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Aggr. MnDot
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Compacted
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D+12" Min.
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D
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"D" Denotes outside
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Diameter of pipe
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Coarse Filter
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Backfill
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12"
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Improved Pipe Foundation,
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6"
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6" Pay Depth Increments (Typ.)
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Bedding
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Foundation
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Granular Borrow
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MnDOT 3149B1 Mod.
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BEDDING METHODS
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FEB 2017
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FOR PVC
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BED-01
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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Coarse filter aggregate
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0.5D
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Diameter of pipe
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"D" Denotes outside
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D
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D+12" Min.
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Compacted Backfill
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D/4 but
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not less than 6"
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CLASS B
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CLASS A
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12"
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MnDOT 3149H Mod.
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6"
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CLASS C-1
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0.5D
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Diameter of pipe
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"D" Denotes outside
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D
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Compacted Backfill
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D+12" Min.
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D+12" Min.
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Compacted Backfill
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D
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"D" Denotes outside
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Diameter of pipe
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0.5D
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CLASS C-2
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6"
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MnDOT 3149H Mod.
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Coarse Filter Aggregate
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D+12" Min.
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Compacted Backfill
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D
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"D" Denotes outside
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Diameter of pipe
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0.5D
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6"
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0.5Dia
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2000# Concrete
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Concrete backfill to 0.5
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of outside diameter with
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shaped bedding.
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Hand shaped from angular
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bedding material
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Hand shaped from firm
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undisturbed soil
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Hand shaped from Angular
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Bedding Material
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LOAD FACTOR 2.3
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LOAD FACTOR 1.9
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LOAD FACTOR 1.5
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LOAD FACTOR 1.5
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D/4 but
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not less than 6"
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BEDDING METHODS
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FOR RCP AND DIP
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FEB 2017
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BED-02
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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Variable
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C
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Variable
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Variable
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Corporation Stop
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Water service
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Type "K" copper
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Water Main
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riser rod within 1' of
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Metal Fence Post
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4' above grade
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Variable
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Curved segmental
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manhole block
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L
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P
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L
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15'
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finished ground elevation
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Curb stop and box with
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driveway or parking lot
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over curb stop located in
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Neenah casting #R-1914-B,
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1" Minimum
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NOTE:
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1. All new curb boxes must have riser rods. When an existing curb box
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is on a construction or reconstruction project, riser rods shall be
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Copper
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plug
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installed in all curb boxes on that project.
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2. Placement of curb stop and box on private streets shall be 10' back of
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curb with no copper stubbed past the curb stop and box.
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1" Ford FB-600 Ballcorp
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3. A "W" stamp per City Plate No. STR-28 must be placed on the face of
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curb wherever a water service crosses the curb and gutter.
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where a water
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face of curb
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"W" stamp on
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Ford A1, or equal installed
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service crosses
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the curb and
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15' long piece
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of Copper with plug
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on end for testing
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Sanitary Sewer Main
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gutter
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Wood 2"x2" Marker to be
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placed from 6" below
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service to 4' above service
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See City Plate No. SER-01B for sanitary sewer service connection and cleanout detail
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Mueller H-10388 or
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approved equal
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WATER SERVICE CONNECTION
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JAN 2019
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SER-01A
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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COPPER SERVICE PIPE
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Variable
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C
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Variable
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Variable
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Ballcorp Corporation Stop
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1" PE Water Service
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Grade PE-4710
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PVC Water Main
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and box with riser rod
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Metal Fence Post
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4' above grade
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Variable
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Curved segmental
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manhole block
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L
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P
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L
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15'
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within 1' of finished
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Mueller B-25155N Curb stop
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driveway or parking lot
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over curb stop located in
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Neenah casting #R-1914-B,
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Copper Tube Size
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NOTE:
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1. All new curb boxes must have riser rods. When an existing curb box
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is on a construction or reconstruction project, riser rods shall be
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PE
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plug
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installed in all curb boxes on that project.
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2. Placement of curb stop and box on private streets shall be 10' back of
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curb with no copper stubbed past the curb stop and box.
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1" Ford FB-1000-4-NL-G
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3. A "W" stamp per City Plate No. STR-28 must be placed on the face of
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curb wherever a water service crosses the curb and gutter.
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where a water
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face of curb
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"W" stamp on
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Ford A1, or equal installed
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service crosses
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the curb and
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15' long piece
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of PE with plug
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on end for testing
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Sanitary Sewer Main
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gutter
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Wood 2"x2" Marker to be
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placed from 6" below
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service to 4' above service
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See City Plate No. SER-01B for sanitary sewer service connection and cleanout detail
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ground elevation
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Mueller H-10388 or
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approved equal
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Type 204 stainless steel stiffner
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Smith Blair 372
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Stainless Steel
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Saddle w/ 1" tap
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PE WATER SERVICE CONNECTION
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JAN 2019
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SER-01Ap
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to PVC WATERMAIN
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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Variable
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C
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Variable
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Variable
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Water Main
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Metal Fence Post
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4' above grade
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Variable
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L
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P
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L
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15'
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1
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See NOTE
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Wood 2"x2" Marker to be
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placed from 6" below
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service to 4' above service
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Sanitary Sewer Main
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No. SER-01A and SER-01Ap
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water service connection details
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See City Plate's
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Tracer Wire
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See Note 2
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Sewer Cleanout
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45%%D riser
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NOTE: 1.A 45 riser is required to bring the sanitary sewer service line to the same A 45° riser is required to bring the sanitary sewer service line to the sameelevation as the water service (7.5' - 8') at 15' beyond the property line. Whenever sanitary sewer service lines are installed in areas of high groundwater, the service line riser shall extend above groundwater level. 2.A cleanout is required on all sewer sanitary service lines at the property line, A cleanout is required on all sewer sanitary service lines at the property line, per City Plate No. SER-03. 3.An "S" stamp per City Plate No. STR-28 must be placed on the face of curb An "S" stamp per City Plate No. STR-28 must be placed on the face of curb wherever a sanitary sewer service crosses the curb and gutter. 4.Tracer wire shall be istalled along the service line from the sanitary sewer main Tracer wire shall be istalled along the service line from the sanitary sewer main to the cleanout and from the service termination at the riser to the cleanout per City Plate No. SER-03. 5.Tracer wire shall be 12 gage copper clad steel, extra high strength with minimum Tracer wire shall be 12 gage copper clad steel, extra high strength with minimum 450 lb break load, with minimum 30 mil HDPE insulation thickness. 6.Connections between wires shall be installed with 3-way lockable connectors with Connections between wires shall be installed with 3-way lockable connectors with dielectric silicon fill to seal out moisture and corrosion. 7.Provide 5 lb magnesium anode rod at the tracer wire end at the house Provide 5 lb magnesium anode rod at the tracer wire end at the house foundation (Copperhead ANO-1005 or approved equal). 8.For private roads, a cleanout with a tracer wire must be placed as close to the For private roads, a cleanout with a tracer wire must be placed as close to the building as possible as referenced in the City of Farmington Engineering Guidelines.
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"S" stamp at face of curb where sanitary sewer service crosses curb and gutter
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Sanitary
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PVC sanitary sewer service Schedule 40 min. slope-1/4" per ft.
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Junction in
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tracer wire
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to mainline
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tracer wire
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SANITARY SEWER SERVICE CONNECTION
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JAN 2019
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SER-01B
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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See City Plate No. SER-01B
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Tracer wire
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Support for wye and bends shall
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Sanitary Sewer Main
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Payment
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consist of a minimum of .5 C.Y.
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of aggregate (MnDOT 3149K)
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NOTE:
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1. Service shall be a minimum of 10' deep at the right of way or
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easement line unless otherwise approved by the City Engineer.
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2. Provide 5 lb magnesium anode rod at tracer wire end at
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(Copperhead ANO-1005 or approved equal).
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3. Tracer wire shall be 12 gage copper clad steel, extra high
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strength with minimum 450 lb break load, with minimum 30 mil
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HDPE insulation thickness.
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4. Connections between wires shall be installed with 3-way lockable
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connectors with dielectric silicon fill to seal out moisture and
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corrosion.
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5. See Guildlines for details on deep service connection requirements.
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Junction in
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tracer wire
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to mainline
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tracer wire
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house foundation.
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SANITARY SEWER SERVICE RISER
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JAN 2019
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SER-02
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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%%UCLEANOUT IN DWY
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10' Min*
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Concrete
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driveway
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Bituminous
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driveway
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Granular
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backfill
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long turn
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T-Y SCH. 40
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Flow
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Tracer
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wire
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Tracer wire
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extended to
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wye on main
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Tracer wire
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extended to
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house foundation
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One piece 4" PVC
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Schedule 40
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cleanout riser
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%%UCLEANOUT IN TURF
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10' Min*
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long turn
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T-Y SCH. 40
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Flow
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Tracer
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wire
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Tracer wire
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extended to
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wye on main
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Tracer wire
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extended to
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house foundation
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Ford A-1 Cover
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NOTE: 1.Cleanout shall be capped with a PVC sewer cleanout adapter and galvanized Cleanout shall be capped with a PVC sewer cleanout adapter and galvanized metal square head screw-in plug (Matco-Norca MGPL11 or approved equal). 2.Tracer wires shall be run outside of service from the street wye (with an Tracer wires shall be run outside of service from the street wye (with an anode rod) to the cleanout and from the cleanout to the house foundation. 3.Tracer wires shall extend 12" beyond the top of the cleanout cap and shall Tracer wires shall extend 12" beyond the top of the cleanout cap and shall be secured to the riser with a stainless steel hose clamp. 4.Tracer wire shall be 12 gage copper clad steel, extra high strength with Tracer wire shall be 12 gage copper clad steel, extra high strength with minimum 450 lb break load, with minimum 30 mil HDPE insulation thickness. 5.Connections between wires shall be installed with 3-way lockable connectors Connections between wires shall be installed with 3-way lockable connectors with dielectric silicon fill to seal out moisture and corrosion. 6.Cleanouts in driveways shall require a Ford A-1 Cover or approved equal for Cleanouts in driveways shall require a Ford A-1 Cover or approved equal for access.
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*Unless otherwise approved by the City Engineer.
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Hose Clamp
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SANITARY SEWER SERVICE LINE CLEANOUT
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FEB 2017
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SER-03
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
PLATE
ER0-01 A
ER0-02
ER0-03
ER0-04
ERO-OS
ER0-06
ER0-07
ERO-OBA
ER0-08B
ER0-09
ER0-10
ER0-11
ER0-12
ER0-13
PLATE
GEN-01
GEN-02
GEN-04
GEN-05
GEN-06
GEN-07
GEN-08
GEN-09
GEN-10
GEN-10A
GEN-11
GEN-12A
GEN-12B
GEN-13
GEN-14
GEN-15
GEN-16
GEN-17
NOTE:
CITYOF
INDEX
SECTION 7 - EROSION CONTROL
DESCRI P Tl ON
SILT FENCE MACHINE SLICED
SILT FENCE HEAVY DUTY
SILT CURTAIN
EROSION CONTROL AROUND CATCH BASIN
BEEHIVE CASTING AND FLARED END SECTION EROSION CONTROL
DITCH BLOCKING
SHEET DRAINAGE EROSION CONTROL
DEVELOPMENT STABILIZED CONSTRUCT! ON EXIT
RECONSTRUCTION PROJECT STABILIZED CONSTRUCTION EXIT
RESIDENTIAL STABILIZED CONSTRUCTION EXIT
TEMPORARY SEDIMENTATION BASIN WITH OUTLET PIPE
TEMPORARY SEDIMENTATION BASIN WITH OVERFLOW SPILLWAY
INLET PROTECTION DEVICES
SEDIMENT CONTROL LOG
SECTION 8 - GENERAL
DESCRI P Tl ON
STRUCTURE MARKER SIGNS
INSULATION
CONCRETE BASE FOR LIGHTING POLES
SPUN ALUMINUM COLLAR FOR RESIDENTIAL STREET LIGHTING
STREET LIGHT RESIDENTIAL DISTRICT
STREET LIGHT DOWNTOWN DISTRICT
STREET LIGHT HERITAGE DISTRICT
REGULA TORY SIGN
STREET SIGN
PRIVATE STREET SIGN
SHRUB PLANTING
TREE PLANTING LOT FRONTAGE TREES
TREE PLANTING BOULEVARD TREE ROUTE
CITY NA TUR AL AREA, CONSERVATION AREA, AND WETLAND BUFFER SIGNS
TYPICAL PARKING DESIGNS
SUBGRADE CORRECTION
UTILITY CROSSINGS
CERTIFICATE OF SURVEY
REFERENCES ON CITY PLATES ARE TO MnDOT 2018 EDITION SPECIFICATIONS
' /
STANDARD DETAILS / Last Revision:
INDEX APR 2017
FARMINGTON ......, City Plate No .
[ FARMINGTON)
MINNESOTA J INDEX4
2019
K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%UINDEX
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SECTION 7 - EROSION CONTROL PLATEDESCRIPTION DESCRIPTION ERO-01ASILT FENCE MACHINE SLICED SILT FENCE MACHINE SLICED ERO-02SILT FENCE HEAVY DUTY SILT FENCE HEAVY DUTY ERO-03SILT CURTAIN SILT CURTAIN ERO-04EROSION CONTROL AROUND CATCH BASIN EROSION CONTROL AROUND CATCH BASIN ERO-05BEEHIVE CASTING AND FLARED END SECTION EROSION CONTROL BEEHIVE CASTING AND FLARED END SECTION EROSION CONTROL ERO-06DITCH BLOCKING DITCH BLOCKING ERO-07SHEET DRAINAGE EROSION CONTROL SHEET DRAINAGE EROSION CONTROL ERO-08ADEVELOPMENT STABILIZED CONSTRUCTION EXIT DEVELOPMENT STABILIZED CONSTRUCTION EXIT ERO-08BRECONSTRUCTION PROJECT STABILIZED CONSTRUCTION EXIT RECONSTRUCTION PROJECT STABILIZED CONSTRUCTION EXIT ERO-09RESIDENTIAL STABILIZED CONSTRUCTION EXIT RESIDENTIAL STABILIZED CONSTRUCTION EXIT ERO-10TEMPORARY SEDIMENTATION BASIN WITH OUTLET PIPE TEMPORARY SEDIMENTATION BASIN WITH OUTLET PIPE ERO-11TEMPORARY SEDIMENTATION BASIN WITH OVERFLOW SPILLWAY TEMPORARY SEDIMENTATION BASIN WITH OVERFLOW SPILLWAY ERO-12INLET PROTECTION DEVICES INLET PROTECTION DEVICES ERO-13SEDIMENT CONTROL LOG SEDIMENT CONTROL LOG SECTION 8 - GENERAL PLATEDESCRIPTION DESCRIPTION GEN-01STRUCTURE MARKER SIGNS STRUCTURE MARKER SIGNS GEN-02INSULATION INSULATION GEN-04CONCRETE BASE FOR LIGHTING POLES CONCRETE BASE FOR LIGHTING POLES GEN-05SPUN ALUMINUM COLLAR FOR RESIDENTIAL STREET LIGHTING SPUN ALUMINUM COLLAR FOR RESIDENTIAL STREET LIGHTING GEN-06STREET LIGHT RESIDENTIAL DISTRICT STREET LIGHT RESIDENTIAL DISTRICT GEN-07STREET LIGHT DOWNTOWN DISTRICT STREET LIGHT DOWNTOWN DISTRICT GEN-08STREET LIGHT HERITAGE DISTRICT STREET LIGHT HERITAGE DISTRICT GEN-09REGULATORY SIGN REGULATORY SIGN GEN-10STREET SIGN STREET SIGN GEN-10APRIVATE STREET SIGN PRIVATE STREET SIGN GEN-11SHRUB PLANTING SHRUB PLANTING GEN-12ATREE PLANTING: LOT FRONTAGE TREES TREE PLANTING: LOT FRONTAGE TREES GEN-12BTREE PLANTING: BOULEVARD TREE ROUTE TREE PLANTING: BOULEVARD TREE ROUTE GEN-13CITY NATURAL AREA, CONSERVATION AREA, AND WETLAND BUFFER SIGNS CITY NATURAL AREA, CONSERVATION AREA, AND WETLAND BUFFER SIGNS GEN-14TYPICAL PARKING DESIGNS TYPICAL PARKING DESIGNS GEN-15SUBGRADE CORRECTION SUBGRADE CORRECTION GEN-16UTILITY CROSSINGS UTILITY CROSSINGS GEN-17CERTIFICATE OF SURVEY CERTIFICATE OF SURVEY NOTE:REFERENCES ON CITY PLATES ARE TO MnDOT 2018 EDITION SPECIFICATIONSREFERENCES ON CITY PLATES ARE TO MnDOT 2018 EDITION SPECIFICATIONS
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INDEX
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INDEX4
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APR 2017
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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Post Embedment
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Minimum
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24"
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Direction of runoff
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8-12" Bury Depth
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NOTE: 1.Following geotextile installation but prior to post Following geotextile installation but prior to post installation, compact soil on both sides of geotextile fabric with tires of installation equipment or bobcat. 2.Machine sliced is the assumed standard installation Machine sliced is the assumed standard installation method. Alternative methods require prior approval.
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Zip ties (or staples with lathe for wood posts) Use minimum 3 fasteners, all within the top 8" of the fabric, with a minimum 1" vertical separation
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Steel T-post (or 2" x 2" wood) 5' Minimum post length 6' Maximum spacing between posts
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Geotextile Fabric (36" wide) per MnDOT table 3886-1 (machine sliced)
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SILT FENCE
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FEB 2017
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ERO-01A
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MACHINE SLICED
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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Post Embedment
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Minimum
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24"
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6"
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Min.
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6" Min. Bury Depth
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NOTE: 1.Following geotextile installation but prior to post Following geotextile installation but prior to post installation, compact soil with light equipment. 2.Machine sliced (City Plate No. ERO-01A) is the assumed Machine sliced (City Plate No. ERO-01A) is the assumed standard installation method. Alternative methods require prior approval.
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Zip ties (or staples with lathe for wood posts) Use minimum 3 fasteners, all within the top 8" of the fabric, with a minimum 1" vertical separation
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Steel T-post (or 2" x 2" wood) 5' Minimum post length 6' Maximum spacing between posts
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Geotextile Fabric (36" wide) per MnDOT table 3886-1 (machine sliced)
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Fabric anchorage trench, Backfill trench with tamped natural soil
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Lay fabric in trench
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Direction of runoff
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SILT FENCE
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FEB 2017
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ERO-02
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HEAVY DUTY
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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Anchor
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Curtain
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weight
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Anchor Cable
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or Chain
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Curtain
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Fabric
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Floatation Carrier
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Steel Cable
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Variable depth
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12"%%P
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Water Surface
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Bottom
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ERO-03
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SILT CURTAIN
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FEB 2017
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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Silt (Geotextile) Fence,
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as specified. Bottom
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6" of Fabric to be
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buried to prevent
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underwashing
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2" X 4" X 4' long Wood
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2'-0"
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Posts, 8 required
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2'-0"
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6" Min. bury
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NOTES:
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Contractor to set posts and fabric around
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the basin during the backfilling operation.
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Size and shape of the barrier shall be
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modified to fit structure. Silt fence to be placed
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around entire perimeter. Top of silt fence to have
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12" minimum clearence to existing grade.
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3/4" washed river rock
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1' deep X 1' wide around
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for Silt Fence
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outside perimeter of Silt Fencing.
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ERO-04
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EROSION CONTROL AROUND CATCH BASIN
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MAY 2000
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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Silt Fence installed as
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5'
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Storm Sewer Catchbasin
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%%uA. SILT FENCE AROUND BEEHIVE
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per City Plate No. ERO-01
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%%UC. SILT FENCE AT FLARED END SECTION
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PROFILE
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Flow
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Reinforced ERO-2
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Flared End Section
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PLAN
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Top of Silt Fence to be lower than
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lowest adjacent overflow.
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Heavy Duty
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FLOW
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%%UB. EROSION CONTROL SHROUD
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Storm Sewer Catchbasin
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PLAN
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PROFILE
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NOTE: 1. Minimum of 8 - 2" X 2" wood posts or steel posts are required 2. Install bracing at the top of the wood posts such that the posts are supported from outside forces
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ERO-05
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BEEHIVE CASTING AND
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FEB 2017
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FLARED END SECTION EROSION CONTROL
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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%%UPLAN VIEW
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DITCH GRADE
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(%)
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2
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4
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6
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8
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10
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10+
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SPACING
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(FT)
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100
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75
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50
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40
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25
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25
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SPACING FOR ALL DITCH BLOCKS:
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%%U SILT FENCE WITH ROCK DIVERSION MOUND
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Length Varies
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point "A"
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point "B"
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NOTE:
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Point "A" shall be higher
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than point "B".
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20'
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Min.
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3/4" Clear Rock 1' Deep
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1' Wide Rock
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FLOW
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ERO-06
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DITCH BLOCKING
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MAY 2000
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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%%ULAYOUT PLAN
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20'
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Min.
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NOTE:
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point"A" shall be higher
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than point "B".
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point "B"
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point "A"
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FLOW
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Length Varies
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%%U SILT FENCE AND SNOW FENCE
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Silt Fence
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Snow Fence
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DITCH GRADE
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(%)
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2
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4
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6
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8
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10
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10+
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SPACING
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(FT)
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100
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75
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50
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40
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25
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25
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SPACING FOR ALL DRAINAGE BLOCKS:
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(Wooden Slat)
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ERO-07
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SHEET DRAINAGE EROSION CONTROL
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JAN 2004
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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75' minimum length
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6" Minimum depth
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20' Minimum width
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1" - 2" Washed Rock
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18" Minimum cut off berm
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to minimize runoff from site.
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Public Road
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Filter fabric shall be placed under rock
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to stop mud migration through rock.
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FEB 2017
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ERO-08A
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DEVELOPMENT STABILIZED CONSTRUCTION EXIT
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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30' minimum length
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12" Minimum depth
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Filter fabric shall be placed under rock
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to stop mud migration through rock.
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Bituminous Surface Removed
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1" - 2" Washed Rock/ Class 5 aggregate
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Minimum width greater than half the width of the road
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Existing Paved Surface (Project Limits)
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FEB 2017
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ERO-08B
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RECONSTRUCTION PROJECT STABILIZED CONSTRUCTION EXIT
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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Back of Curb to Garage
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6" Minimum depth
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Class 5 Aggregate
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Public Road
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Minimum width equal to width of proposed driveway
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ERO-09
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FEB 2017
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RESIDENTIAL STABILIZED CONSTRUCTION EXIT
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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Emergency spillway crest
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Perforated
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Standpipe
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Inlet
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Emergency spillway
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1" holes spaced 8" to 10" on center
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3/4" rock
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Z
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D = diameter of standpipe equal to diameter of pipe.
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D
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1/3 Z
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Inlet
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Emergency spillway crest
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%%UTEMPORARY SEDIMENTATION BASIN WITH OUTLET PIPE
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%%UTEMPORARY SEDIMENTATION BASIN
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%%USTAND PIPE DETAIL
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Pipe
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Pipe
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Anti seepage collar (typ.)
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Anti seepage collar (typ.)
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%%UWITH STAND PIPE OUTLET
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NOTE: Pipe material must be rigid
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Perforated standpipe
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ERO-10
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FEB 2007
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TEMPORARY SEDIMENTATION BASIN
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WITH OUTLET PIPE
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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A
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A
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W
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W + 1'
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6' min.
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Drainage way
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L = 2W
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1" To 2" washed rock
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Flow
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1% min. reverse gradient
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1
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2
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6' min.
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1.5'
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D
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W + 1'
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6' MIN.
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Geotextile fabric
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%%UPLAN VIEW
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%%USECTION A-A
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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Temporary fence
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C
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L
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NOTE: D = 3' min., 5' max. W = 10' min., 20' max.
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ERO-11
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MAY 2000
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TEMPORARY SEDIMENTATION BASIN
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WITH OVERFLOW SPILLWAY
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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Filter Assembly
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Curb
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DI-23
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Polyseter Sleeve
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Lange Industries 2'x3' Debris Collection Device
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Model SC1735-S1
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Each storm water inlet requires an
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approved inlet protection device from
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the time the casting and rings are
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placed until the surrounding areas are
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established or until directed by the
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City Engineer.
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Devices may be removed during flooding
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or frozen ground. Reference the project
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SWPPP for the site specific removal and
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The installer is responsible for the
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placement, maintenance, and removal
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of all inlet protection devices.
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Wimco 2'X3' Debris Collection Device
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installation schedules.
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JAN 2019
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INLET PROTECTION DEVICES
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ERO-12
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
·
·
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Point 'A' shall higher than point 'B' by at least a distance equal to the diameter of the sediment control log to ensure water flows over the bioroll and does not flank the edges and cause erosion. Ditch check spacing shall be determined from the following formula: Approximate Spacing of Ditch Checks (feet) = Sediment Control Log Diameter (feet) X 100 Sediment Control Log Diameter (feet) X 100 X 100 Channel Slope (%)
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Sediment Control Log
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8"-10" stake embedment
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For installation on bare soil place sediment control log in a smooth, rounded trench with a depth equal to the log diameter. 14 the log diameter. Sediment control log must be in full contact with existing ground.
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1" X 2" X 24" long wood stakes (no rebar) at 3' maximum spacing. Stakes shall be driven through back half of sediment log at a 45° angle with top of stakepointing upstream. Provide 8" to 10" of stake embedment
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45°
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Category 3 Erosion Control Blanket
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4"X4" trench backfilled over erosion control blanket
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Sediment control log enclosed in plastic or polyester netting
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8", 11 gage staples spaced 1' on center
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Point "A"
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Point "A"
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Point "B"
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TYPES: STRAW, WOOD FIBER, OR COIR
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Flow
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Sediment Control Log
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8"-10" stake embedment
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1" X 2" X 24" long wood stakes (no rebar) at 3' maximum spacing. Stakes shall be driven over sediment control log at a 45° angle with top of stakepointing upstream. Provide 8" to 10" of stake embedment
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45°
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TYPES: WOOD CHIP, COMPOST, OR ROCK
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Flow
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For installation on bare soil place sediment control log in a smooth, rounded trench with a depth equal to the log diameter. 14 the log diameter. Sediment control log must be in full contact with existing ground.
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ERO-13
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FEB 2017
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SEDIMENT CONTROL LOG
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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F
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E
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M
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H
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G
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V
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0.063" thick aluminum sign. Black letters on white high intensity reflectorized background U-channel post minimum 3lb/ft 6'-6" long, painted green. Placed as directed by City Engineer
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STRUCTURE MARKER SIGNS
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JAN 2004
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GEN-01
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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Design or Existing Grade
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C
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L
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Rigid insulation
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Varies
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Sand Fill
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Minimum 4" Sand Fill
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a
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6"
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Varies
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4" minimum rigid
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styrofoam insulation
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%%U COVER OVER PIPE - a
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2'
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3'
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4'
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5'
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6'
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%%U WIDTH OF INSULATING BOARD - b
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11'
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9'
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7'
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5'
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3'
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b
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NOTE: Pipe shall be centered under Insulation unless otherwise specified.
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INSULATION
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MAY 2000
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GEN-02
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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Provide base cover which
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covers pole down to top
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Leveling nuts
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Provide grout cleaned
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Rubbed finish on all
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Exposed concrete.
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pf plinth.
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reinforcing bars
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4 - #4 horizontal
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spaced 18" apart
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Ground lug
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(5A)
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In-line flushing
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8"
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from ground rod to
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pole ground conductor
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#6 ground connection
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Bushings
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Handhole
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#12 to luminaire ballast
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Ready mixed min. 3000 PSI
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Conduit
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A
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E2
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Ground level
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5/8" X 10'-0"
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Anchor bolts
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air entrained concrete
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by manufacturer
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to be as recommended
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Bolt diameter & projection
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Reinforcing bars
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full depth
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SECTION
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NO SCALE
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A
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E2
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A
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E2
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1'-6"
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1'-8"
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6'-0"
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NO SCALE
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%%UFOR LIGHTING POLES
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%%UCONCRETE BASE DETAIL
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4 - #6
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ground rod
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CONCRETE BASE DETAIL
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MAY 2000
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FOR LIGHTING POLES
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GEN-04
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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11-5/8"
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5-9/16"
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5-1/8"
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0.125" thick
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2-1/16" R.
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11-5/8" I.D. x 5-9/16"
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high spun collar
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5/32" Dia. hole
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3%%D draft
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1/4"
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SECTION A-A
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Spun aluminum alloy 1100-0 temper
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No uneven edges
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Powder coat paint dark forest green
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(PANTONE 560-C)
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NOTE:
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11-5/8" I.D. x 5-9/16" high spun collar
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5-1/8" clear opening
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A
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TOP VIEW
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0.125" thick
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A
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SPUN ALUMINUM COLLAR
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MAY 2000
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FOR RESIDENTIAL STREET LIGHT
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GEN-05
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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HANDHOLE DETAIL
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Cast aluminum handhole reinforcement
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frame (A356-T6) with a tapped 3/8" -
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16 hole for a ground connector.
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4-3/4" clear opening
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NOTE: Spun collar not shown
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Cast aluminum handhole reinforcement
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frame (A356-T6) with a tapped 3/8"-
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16 hole for a ground connector.
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SECTION B-B
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Lightpole shaft fabricated
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from 6063-T4 alloy seamless
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tube. Lightpole assembly is heat
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treated to T6 condition after welding.
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COLUMBUS
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The color shall be PANTONE
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One piece spun aluminum collar
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NOT TO SCALE
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14'9" exposed pole height
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12'6" tapered
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2'0" Str.
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10 1/2"
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2'4"
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9'0 - 1/2"
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18'0" overall pole height
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1'6"
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3" STR.
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B
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B
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Cast aluminum handhole reinforcement
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frame 1'6" up from butt of pole
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with a full circumference weld and a
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3" x 5" flush fitting aluminum door
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attached with (2) 1/4"-20 x 1/2" LG.
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stainless steel countersunk screws.
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560C (Dark Green)
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(See handhole detail)
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NOTE: 1.Fixture-100W or 150W equivalent LED, Type III light distribution, as specified. Fixture-100W or 150W equivalent LED, Type III light distribution, as specified. 2.A tapered screw in base may be used as an alternate to the concrete base A tapered screw in base may be used as an alternate to the concrete base if approved by the City Engineer.
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Acorn Style
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Luminaire
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STREET LIGHT
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MAR 2017
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RESIDENTIAL DISTRICT
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GEN-06
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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10 AMP fuse
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standard plate GEN-04
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See footing detail city
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Electrical conduit
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15'-0"
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3" x 5" min. handhole
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(Dark Green)
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PANTONE 560C
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Color shall be
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COLUMBUS
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NOT TO SCALE
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L
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C
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4'-0"
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for 10-15" bolt circle diameters
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shaft by 5-5/8" diameter slots
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Screw in anchor base 60" long
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Base mounted extruded aluminum
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30 AMP fuse
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pole 3" OD
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30" cast aluminum crossarm
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18"
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18"
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Electrical outlet
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Hanging basket arm
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Banner arms
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Acorn Style
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Luminaire
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NOTE: 1.Fixture-100W or 150W equivalent LED, Type III light distribution, as specified. Fixture-100W or 150W equivalent LED, Type III light distribution, as specified. 2.A tapered screw in base may be used as an alternate to the concrete base A tapered screw in base may be used as an alternate to the concrete base if approved by the City Engineer. 3.Banner arms and/or hanging basket arms shall be placed if shown in the Banner arms and/or hanging basket arms shall be placed if shown in the approved plans.
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GEN-07
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STREET LIGHT
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DOWNTOWN DISTRICT
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MAR 2017
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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NOT TO SCALE
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C
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L
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3" x 5" min. handhole
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30 AMP fuse
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Electrical conduit
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See footing detail city
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standard plate GEN-04
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Color shall be
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PANTONE 560C
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(Dark Green)
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15'-0"
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10 AMP fuse
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base mounted extruded aluminum pole
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Screw in anchor base 60" long
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shaft by 5-5/8" diameter slots
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for 10-15" bolt circle diameters
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4'-0"
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14.5', 3" OD tenon top, base
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Acorn Style
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Luminaire
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NOTE: 1.Fixture-100W or 150W equivalent LED, Type III light distribution, as specified. Fixture-100W or 150W equivalent LED, Type III light distribution, as specified. 2.A tapered screw in base may be used as an alternate to the concrete base A tapered screw in base may be used as an alternate to the concrete base if approved by the City Engineer.
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HERITAGE DISTRICT
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STREET LIGHT
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GEN-08
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MAR 2017
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
STOP
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7'-0"
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U-channel post minimum 3lb/ft
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Finished grade
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Installation shall be in compliance with the 2018 MMUTCD
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Min. 3'-0"
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painted green.
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Breakoff Collar
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Designation
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R1-1
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R1-2
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Sign Name
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STOP
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YIELD
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Size
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30"x30"
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36"x36"x36"
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SPEED LIMIT
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R2-1
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24"x30"
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NO PARKING
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R7-X
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12"x18"
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Notes:
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1. Design shall conform to these
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requirements except as otherwise
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MnDOT Sign Sheeting Type XI
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2. Sign shall be reflectorized as per
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approved by the City Engineer.
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aluminum per MnDOT 3352.2A1
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3. Sign shall be constructed of
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18"
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6"
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REGULATORY SIGN
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FEB 2017
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GEN-09
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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Length Varies
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All brackets shall be Lyle
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Signs Inc. E series brackets
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or approved equal. Bracket
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color shall be green enamel.
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2 3/8" O.D. galvanized steel
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post, 10' long, 3' to be
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buried in concrete.
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Finished grade
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Concrete Base
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= 3000 PSI
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compressive
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strength.
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180th St W
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Galvanized
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Breakoff Collar
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6" Maximum
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Galvanized post
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NOTE:
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1. Numbered streets are to be written out when the number is nineteenth or less.
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2. Installation shall be in compliance with the 2018 Minnesota Manual on Uniform
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Traffic Control Devices.
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3. Sign blades shall be 0.08" thick aluminum plate (MnDOT 3352.2A1a) High Intensity
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Prismatic Reflective with 1" rounded corners.
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4. Lettering for public streets shall consist of white letters on a green background.
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Lettering for private streets shall be in accordance with City Plate No. GEN-10A.
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5. Border for public streets shall be white type E border style or approved equal.
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Border for private streets shall be in accordance with City Plate No. GEN-10A.
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6. Typically installed at southwest corner of intersection. All equals must be
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approved by City Engineer before installation.
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Standard Abbreviations Avenue=Ave =Ave Ave Boulevard= Blvd = Blvd Blvd Circle= Cir = Cir Cir Court= Ct = Ct Ct Drive= Dr = Dr Dr East= E = E E Knoll=Knoll =Knoll Knoll Lane= Ln = Ln Ln North= N = N N Parkway=Pkwy =Pkwy Pkwy Path=Path =Path Path Place= Pl = Pl Pl Road= Rd = Rd Rd Saint= St = St St South= S = S S Street= St = St St Terrace= Ter = Ter Ter Trail= Tr = Tr Tr West= W= WW
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9"
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6" U.C.
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4 1/2" L.C.
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STREET SIGN
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JAN 2019
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GEN-10
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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Length Varies
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Escalade Way
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NOTE:
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1. Installation and standard abbreviations shall be in accordance with City
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Plate No. GEN-10.
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2. The word "Private" shall be placed after the end of the street name
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and shall consist of 3" black lettering with leading uppercase followed
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by lowercase.
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3. Installation shall be in compliance with the 2018 Minnesota Manual on
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Uniform Traffic Control Devices.
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4. Sign blades shall be 0.08" thick aluminum plate (MnDOT 3352.2A1a)
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High Intensity Prismatic Reflective with 1" rounded corners.
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5. Lettering for private streets shall consist of black letters on a white
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background.
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6. Border for private streets shall be black type E border style or
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approved equal.
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9"
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6" U.C.
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4 1/2" L.C.
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Private
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"Private" shall be placed after the end of the street name
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PRIVATE STREET SIGN
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JAN 2019
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GEN-10A
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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4" layer
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Planting soil
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mulch-treated
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18" minimum
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12" min.
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with fertilizer
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NOTE: 1. Turn back the top portion of the burlap to half the depth of root ball and remove any nails within this area. 2. Shrubs used as visual buffers near parking lots shall be a maximum of 3' in height. 3. Shrubs shall be installed at a minimum of 12-18" in height. 4. Cut away as much plastic or wire basket around root ball, still keeping root ball intact. 5. Scarify the bowl surfaces for easy root penitration.
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GEN-11
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JAN 2012
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SHRUB PLANTING
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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mulch-treated
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Planting soil
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%%UINSTALLATION REQUIREMENTS
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Medium to large - 2" cal.
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Small deciduous - 1 1/2"
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4" layer
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with fertilizer
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Top of root ball
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1" - 2" above grade
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bark of tree
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not to touch
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deciduous trees
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or ornamental
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NOTE:
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- The City of Farmington Natural
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Resources Specialist shall be notified
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48 hours prior to planting.
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NOTE: 1. Turn back the top portion of the burlap to half the depth of root ball and remove any nails within this area. 2. Plant tree where the first roots flare out from the trunk. 3. Cut away as much plastic or wire basket around root ball, still keeping root ball intact. 4. Scarify the bowl surface for easy root penetration. 5. Lot Frontage trees to be planted on private property in the front yard at a minimum 40' on center spacing. Trees to be planted in accordance with City's landscape ordinance. 6. Trees shall be planted at least 8' from the front property line and out of the side drainage and utility easements. 7. No tree shall be planted within 10 lateral feet of any underground water, sanitary or storm sewer line and 2' from any other underground utility. 8. Do not cut leaders off the tree. 9. Staking of trees shall be done by contractor as needed.
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GEN-12A
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FEB 2017
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TREE PLANTING:
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LOT FRONTAGE TREES
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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mulch-treated
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Planting soil
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%%UINSTALLATION REQUIREMENTS
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Medium to large - 2" cal.
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Small deciduous - 1 1/2"
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4" layer
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with fertilizer
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Top of root ball
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1" - 2" above grade
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bark of tree
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not to touch
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deciduous trees
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or ornamental
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NOTE:
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- The City of Farmington Natural
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Resources Specialist shall be notified
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48 hours prior to planting.
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NOTE: 1. Turn back the top portion of the burlap to half the depth of root ball and remove any nails within this area. 2. Plant tree where the first roots flare out from the trunk. 3. Cut away as much plastic or wire basket around root ball, still keeping root ball intact. 4. Scarify the bowl surface for easy root penetration. 5. Boulevard trees to be planted on both sides of the street at a minimum 40' on center spacing. Trees to be planted in accordance with City's landscape ordinance. Species must be approved by City. 6. Trees shall be planted in the center of the city boulevard width and out of the side drainage and utility easements. Minimum of 4' separation from all walks, curbs, trails, or pavement 7. No tree shall be planted within 10 lateral feet of any underground water, sanitary or storm sewer line and 2' from any other underground utility. 8. Do not cut leaders off the tree. 9. Staking of trees shall be done by contractor as needed.
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- A certified tree inspector
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shall be on site during planting.
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GEN-12B
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JAN 2012
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TREE PLANTING:
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BOULEVARD TREE ROUTE
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
CITY NATURAL AREA WETLAND BUFFERPROTECTEDCONSERVATION AREAThis is a protected Natural Area. The native
plantings in this area provide shorelinestabilization for the ponds, reduce erosion,improve water quality by filtering pollutants, andprovide a natural habitat for wildlife. Under CityOrdinance, property adjacent to ponds should beleft in a natural state and no mowingor clearing of vegetation in this areamay occur. Dead trees or branchesand native grasses provide an excellenthabitat for native wildlife adjacent toponds and should not be removed fromthe natural area. No vehiculartraffic of any kind is allowed.
The native trees and plantings in thiscity-owned area provide a natural habitat forwildlife and prevent erosion of steep slopes.Under City Ordinance, existing plant materialwithin this conservation area should be left in anatural state and no clearing or removal ofvegetation in this area may occur. Dead trees orbranches provide excellenthabitat for native wildlifeand should not be removedfrom the conservation area.
The plantings in this area contain native trees,flowering plants, shrubs and grasses that providefood for birds, fish and other native wildlife.The plants also help to hold soil and preventerosion, improve water quality and providenatural habitats for animals.Under City Ordinance, no clearingor removal of vegetation in thebuffer area is allowed. Dead treesor branches provide excellent habitatfor native wildlife and should not beremoved from the wetland buffer.
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3' MINIMUM
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TREATED
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WOOD
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POST
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5'
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4"X4"
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NOTE: ALL SIGNS SHALL BE OBTAINED FROM THE CITY'S NATURAL RESOURCE SPECIALIST
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2"
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T
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GEN-13
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JAN 2012
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CITY NATURAL AREA, CONSERVATION AREA,
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AND WETLAND BUFFER SIGNS
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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PARALLEL PARKING DESIGN
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PARKING LOT DESIGN
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Interior
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Stalls
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24'
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End Stall
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20'
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2' Min.
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3' Min.
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Parking Stall Layout Elements (Courtesy Transportation Research Board)
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18.5
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2.5
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14.0
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9.0
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18.5
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18.5
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63.0
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63.0
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60.5
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24.0
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26.0
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9.3
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20.0
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19.5
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23.0
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61.0
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61.3
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18.8
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2.5
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28.8
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5.0
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14.0
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0.5
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45 60 75 90
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Parking Angle
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24.0
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17.5
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E
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15.3
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42.6
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42.8
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44.8
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6.3
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14.0
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11.0
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2.0
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24.0
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51.0
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52.5
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2.3
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50.2
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8.3
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14.0
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2.7
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24.0
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25.0
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12.7
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12.0
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17.5
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Diagram
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C
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D
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B
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On
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22.0
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10.4
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19.0
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16.0
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0.0
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0.0
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for 9-ft Stalls at Various Angles
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Parking Layout Dimensions (in feet)
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Stall Width, parallel to aisle
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Aisle width, between stall lines
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Module, wall to interlock
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Module, interlock to curb face
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Bumper overhang (typical)
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Offset
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Cross aisle, one-way
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Setback
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Stall length of line
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Stall depth, to wall
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Stall depth, interlock
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Module, interlocking
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Cross aisle, two-way
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Module
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Wall to
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Interlock
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Interlocking
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X = Stall not accessible in certain layouts
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Module
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X
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Curb
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X
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K
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8' Min.
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L
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B
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TYPICAL PARKING DESIGNS
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GEN-14
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FEB 2017
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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or greater
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slope 3:1
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As noted
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1:1
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1.5:1
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1.5:1
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1:1
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material
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Select backfill
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material
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Select backfill
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Compacted backfill
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Non-select
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Backfill material
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Compacted backfill
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2'
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0.5' topsoil
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Varies
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3.0'
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Grading grade
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Proposed finished grade
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Existing Grade
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Limit of subgrade excavation
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Material
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Unstable
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Non-select backfill material
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Compacted Backfill
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1.5:1
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1:1
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10.0'
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Min.
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Max.
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3.0'
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Bottom of unstable material
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SUBGRADE CORRECTION
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JUL 2004
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GEN-15
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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GRADE
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Utility #2
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UTILITY TABLE
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Utility #1
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Utility #2
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Minimum Vertical Separation
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Insulation Needed?
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WATER
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SANITARY
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18 IN
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NO
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STORM
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WATER
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18 IN
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YES, < 3 FT
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STORM
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SANITARY
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18 IN
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YES, < 3 FT
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Utility #1
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2" Rigid Styrofoam Insulation per MnDOT spec 3760 extending 18" beyond outside edge of each utility
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NOTE: 1.Any insulation seams shall be taped and overlap a minimum of 12" Any insulation seams shall be taped and overlap a minimum of 12" 2.Utility #1 to be insulated for cover per City Plate No. GEN-02. Utility #1 to be insulated for cover per City Plate No. GEN-02.
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6" min. compacted sand fill
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6" min. compacted sand fill
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GEN-16
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FEB 2017
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UTILITY CROSSINGS
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS
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CERTIFICATE OF SURVEY
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LOT___, BLOCK____
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SCALE : 1" = 30'
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BENCHMARK
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N
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TOP NUT OF HYDRANT
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BETWEEN LOT 4 AND 5, BLOCK 2
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ELEV. = 957.20
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LOT 1
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LOT 2
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LOT 3
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______ TOP OF FOUNDATION WALL ELEV.
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______ GARAGE FLOOR ELEV.
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______ WALKOUT FLOOR ELEV.
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______ LOWEST FLOOR ELEV.
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NOTES
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EXIST. ELEV.
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DRAINAGE DIRECTION
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IRON MONUMENT
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915.03
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I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF THE PARCEL OF LAND SHOWN
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AND DESCRIBED HEREON. THIS PARCEL MATCHES THE APPROVED PLAT AND GRADING PLAN.
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SURVEYOR NAME AND REG. NO.
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DATE
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HOME BUILDER COMPANY
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TC = 964.50
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TC = 964.00
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TC = 963.80
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X
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X
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X
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5'
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5'
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10'
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10'
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5'
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5'
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HOUSE
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GARAGE
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DRAINAGE & UTILITY
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EASEMENT PER PLAT
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965.90
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965.95
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967.00
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967.00
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967.00
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967.00
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962.90
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961.25
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964.30
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965.00
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965.10
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965
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966
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965
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964
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963
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962
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8'
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8'
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ELEV.
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ELEV.
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ELEV.
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ELEV.
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DRAINAGE & UTILITY EASEMENT
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NEED ORIGINAL SIGNATURE
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SWALE @ 2.00%
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SWALE @ 2.00%
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SETBACK
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SQUARE FOOTAGE OF LOT
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FBWO
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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ELEV.
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ELEV.
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ELEV.
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ELEV.
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ELEV.
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ELEV.
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ELEV.
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ELEV.
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ELEV.
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ELEV.
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ELEV.
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ELEV.
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ELEV.
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ELEV.
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ELEV.
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ELEV.
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ELEV.
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ELEV.
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ELEV.
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ELEV.
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ELEV.
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ELEV.
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ELEV.
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ELEV.
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ELEV.
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ELEV.
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ELEV.
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SWALE @ 2.00%
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ELEV.
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X
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ELEV.
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X
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ELEV.
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X
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X
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ELEV. (ELEVATIONS AS NESSESARY TO
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HIGH POINT
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HIGH POINT
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ELEV.
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X
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DEVELOPMENT NAME AND PHASE
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SITE ADDRESS
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STREET NAME
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DETERMINE ACCURATE CONTOURS)
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INCLUDE SQUARE FOOTAGE OF ALL BUILDING STRUCTURES
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Curb Stop
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Sewer Cleanout
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CERTIFICATE OF SURVEY
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FEB 2017
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GEN-17
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Last Revision:
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City Plate No.
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FARMINGTON, MINNESOTA
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2019
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K:\STANDARDS\2019 STANDARDS\2019 STANDARD DETAIL PLATES\
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%%USTANDARD DETAILS