Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
EPA-Details-6-3-19 (1).pdf
ROADSURFACE MASSDOT M2.01.7 DENSE GRADED CRUSHED STONE MASSDOT M1.03.0 TYPE B GRAVEL MASSDOT M2.01.4CRUSHED STONE WRAPPED WITH MIRAFI 140N 4" 14 " 6" 15 " SECTION B-B' (NTS) CULVERT CULVERT (NTS) MASSDOT M1.03.0TYPE B GRAVEL 10 " 4" MASSDOT M2.01.7DENSE GRADEDCRUSHED STONE ROADSURFACE MASSDOT M2.01.7DENSE GRADEDCRUSHED STONE MASSDOT M2.01.4CRUSHED STONE WRAPPED WITH MIRAFI 140N 12 " 6" FLOW EQUILIZATION DEVICE (NTS) 1" TOPSOIL ADS SC-160 CHAMBER 12" MIRAFI 140N DRAPED OVER ENTIRE TOP SURFACE OF CULVERT 1" TOPSOIL 12" 12' SECTION A-A' (NTS) 4" ADS SC-160 Chamber 6" 1" TOPSOIL INSIDE ENTIRE LENGTHOF CHAMBER MASSDOT M2.01.04 CRUSHED STONE CONTINUOUS BEHIND FULL LENGTH OF ALL WALLS PACK ANNULUS AT INSIDE WITH MORTAR OR CONCRETE (typ.) TRIM BLOCKS TO ACCOMODATE CHAMBER MASSDOT M2.01.04 CRUSHED STONE WRAPPED WITH MIRAFI 140 N FABRIC CONTINUOUS UNDER ALL WALLS MASSDOT M2.01.04 CRUSHED STONE AROUND CHAMBER AND WRAPPED WITH MIRAFI 140 N 101 102 103 104 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 100 105 110 95 EL E V A T I O N ( F T ) 99 98 97 96 TOW 102.5 109 106 107 108 95 100 105 110 101 102 103 104 99 98 97 96 109 106 107 108 TOW 107.23 BOW 98.50 BOW 101.23 BOW 103.23 MIRAFI 140N CONTINUOUS BEHIND FULL LENGTH OF ALL WALLS MASSDOT M1.03.0 TYPE B GRAVEL MASSDOT M2.01.7 DENSE GRADED CRUSHED STONE 14 " M I N 12" 8" 15 " 12' 4" ADS SC-310 Chamber 1" TOPSOIL INSIDE ENTIRE LENGTH OF CHAMBER MASSDOT M2.01.04CRUSHED STONE CONTINUOUS BEHIND FULL LENGTH OF ALL WALLS PACK ANNULUS AT INSIDE WITH MORTAR OR CONCRETE (typ.) TRIM BLOCKS TO ACCOMODATE CHAMBER MASSDOT M2.01.04 CRUSHED STONE WRAPPED WITH MIRAFI 140 N FABRIC CONTINUOUS UNDER ALL WALLS MASSDOT M2.01.04 CRUSHED STONE AROUND CHAMBER AND WRAPPED WITH MIRAFI 140 N MIRAFI 140N CONTINUOUS BEHIND FULL LENGTH OF ALL WALLS MIRAFI 140N DRAPED OVER ENTIRE TOP SURFACE OF CULVERT 6"MASSDOT M2.01.7 DENSE GRADED CRUSHED STONE ADS SC-310 CHAMBER 10 " M I N 12" 8" DETAIL 1 DETAIL 2 DETAIL 3 DETAIL 4 FLOW EQUILIZATION DEVICE SOUTH WALL PROFILE STA. HORZ. SCALE 1" = 30' 0 60' VERT. SCALE 1" = 3' 0 6' 6" wide drain slotcuts betweenevery 19 blocks (76') (typ.) BOW 96.5 16 " 12 " 101 102 103 109 106 107 108 95 100 105 110 101 102 103 104 99 98 95 EL E V A T I O N ( F T ) 100 105 110 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 104 99 98 97 96 97 96 109 106 107 108 TOW 107.23 TOW 105.23 TOW 103.23 BOW 97.23 BOW 99.23 BOW 101.23 BOW 103.23 12 " NORTH WALL PROFILE STA. HORZ. SCALE 1" = 30' 0 60' VERT. SCALE 1" = 3' 0 6' 6" wide drain slot cuts between every 19 blocks (76') (typ.) MASSDOT M1.03.0 TYPE B GRAVEL MASSDOT M2.01.7 DENSE GRADED CRUSHED STONE proposed ground surface existing ground surface proposed ground surface existing ground surface 12"12"25"34" In accordance with 250 CMR 5.03(13), the affixed professional engineer's seal MA43298 is applicable to driveway, drainage and wetland replication design only. All other design is excluded. Dated: 3/25/19 Rev. : 6/3/19 Scale As noted Drawn By: PRL Checked: GLC Residential Development Plan Jerome and Susan Camposeo Assessors Parcel # 08-070-001 Coles Meadow Road Northampton, MA Page 2 of 3 DETAILS Environmental Planning Associates © 2019, All Rights Reserved Environmental Planning Associates P.O. Box 351 South Deerfield, MA 01373-0351 (413) 665-7903 (866) 318-2770 (fax) Costa Consulting Engineers, Inc. 104 Moody Street Ludlow, MA 01056 Coles Meadow Road Northampton, MA DATE: 3/25/19 DATE: 6/3/19 FILE NO: 450