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Home My WebLink About2020-36 Chapel Hills Nine Mile Creek Cooperative Agreement_Signed with plansBARR ENGINEERING CO. REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDLANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. Project Office: PRINTED NAME CADD USER: PATRICK E. BROCKAMP FILE: \\EDI-CAD\CAD\DESIGN\23270634.00\2327063400_NONPROFIT_G-01.DWG PLOT SCALE: 1:2.5849 PLOT DATE: 12/4/2019 11:29 AMAS SHOWN 12/04/2019 PEB MEK2 PEB MEK2 NINE MILE CREEK WATERSHED DISTRICT EDEN PRAIRIE, MN NONPROFIT BMP SITES CONSTRUCTION 2020 TITLE SHEET & SITE LOCATION MAP 23/27-0634.00 G-01 A53974 90% DRAFT FOR REVIEW MATTHEW E. KUMKA CLIENT BID CONSTRUCTION 12/4/19------ ------- ------- ------- ------- A B C 0 1 2 3 Suite 200 4300 MARKETPOINTE DRIVE Fax: (952) 832-2601www.barr.com Ph: 1-800-632-2277 MINNEAPOLIS, MN 55435 CONTACTS: WATERSHED PROJECT MANAGER: ERICA SNIEGOWSKI NINE MILE CREEK WATERSHED DISTRICT 952-358-2276 ESNIEGOWSKI@NINEMILECREEK.ORG CONSTRUCTION OBSERVER: MATT KUMKA BARR ENGINEERING CO. PHONE: 952-832-2649 EMAIL: MKUMKA@BARR.COM GOPHER STATE ONE CALL: CALL BEFORE YOU DIG. 1-800-252-1166 NONPROFIT BMP SITES CONSTRUCTION 2020 EDEN PRAIRIE, MINNESOTA NINE MILE CREEK WATERSHED DISTRICT . . . TITLE SHEET & SITE LOCATION MAP . . . GOOD SAMARITAN - GRADING, EROSION CONTROL & REMOVALS PLANC-01 G-01 C-04 C-05 L-01 L-03 L-02 . . . SITE VICINITY MAPSG-02 L-04 L-05 . . . EROSION CONTROL DETAILS C-02 C-03 D-01 . . . GOOD SAMARITAN - LANDSCAPE & PLANTING PLAN & DETAILS N ST LUKE'S LUTHERAN OAK GROVE PRESBYTERIAN ST EDWARDS CATHOLIC GOOD SAMARITAN UNITED CHAPEL HILLS UNITED . . . ST EDWARDS - GRADING, EROSION CONTROL & REMOVALS PLAN . . . OAK GROVE - GRADING, EROSION CONTROL & REMOVALS PLAN . . . ST LUKE'S - GRADING, EROSION CONTROL & REMOVALS PLAN . . . CHAPEL HILLS - GRADING, EROSION CONTROL & REMOVALS PLAN . . . CURB AND SPLASH BLOCK ASSEMBLY DETAILSD-02 . . . STORM SEWER AND DRAINTILE DETAILSD-03 . . . ST EDWARDS - LANDSCAPE & PLANTING PLAN . . . OAK GROVE - LANDSCAPE & PLANTING PLAN . . . ST LUKE'S - LANDSCAPE & PLANTING PLAN . . . CHAPEL HILLS - LANDSCAPE & PLANTING PLANN 494 100 62 62 494 212 169 35W 35W 169 L-06 . . . LANDSCAPE PLANTING DETAILS BARR ENGINEERING CO. REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDLANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. Project Office: PRINTED NAME CADD USER: PATRICK E. BROCKAMP FILE: \\EDI-CAD\CAD\DESIGN\23270634.00\2327063400_NONPROFIT_G-02.DWG PLOT SCALE: 1:2.5849 PLOT DATE: 12/4/2019 11:29 AMAS SHOWN 12/04/2019 PEB PEB PEB MEK2 NINE MILE CREEK WATERSHED DISTRICT EDEN PRAIRIE, MN NONPROFIT BMP SITES CONSTRUCTION 2020 SITE VICINITY MAPS 23/27-0634.00 G-02 A53974 90% DRAFT FOR REVIEW MATTHEW E. KUMKA CLIENT BID CONSTRUCTION 12/4/19------ ------- ------- ------- ------- A B C 0 1 2 3 Suite 200 4300 MARKETPOINTE DRIVE Fax: (952) 832-2601www.barr.com Ph: 1-800-632-2277 MINNEAPOLIS, MN 55435 PROJECT LOCATION TRACEY AVEPROJECT LOCATION W 94TH ST NESBITT AVE SYOSEMITE RDPROJECT LOCATIONPENN AVE SW OL D SHA K O PEE R D. N N N VER N O N A V E.TAMARAC AVEGROVE ST W 102 N D S T PROJECT LOCATION PROJECT LOCATION N N W 100TH ST W OLD S H A K OPE E R DLAGOON AVE S 885885 884884 886886 883.8883.75885885 885885 8 8 4 8 8 4 885885 886886 887887885885885885885885 886886885885885885 886886884.75 884.94 MATCH EXISTING 885.36 MATCH EXISTING 884.81 888 886 884 890 882 880 888 886 884 890 882 880 878 878 PROTECT EXISTING CURB AND GUTTER PROTECT EXISTING ROAD EXISTING SUBSOIL 3" SHREDDED HARDWOOD MULCH EXISTING GROUND TIE INTO EXISTING GROUND BOTTOM EL. 883.75 18" MIN. SOIL LOOSENING, TYP. EDGE OF EXISTING ASPHALT NEW B412 CONCRETE CURB & GUTTER, SEE SAND TRENCH SEE (NO DRAINTILE) SPLASH BLOCK ASSEMBLY INVERT ELEVATION 884.75 SEE GRADING LIMITS (APPROX) SAWCUT & INSTALL NEW ASPHALT BARR ENGINEERING CO. REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDLANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. Project Office: PRINTED NAME CADD USER: PATRICK E. BROCKAMP FILE: \\EDI-CAD\CAD\DESIGN\23270634.00\2327063400_NONPROFIT_C-05.DWG PLOT SCALE: 1:2.5849 PLOT DATE: 12/4/2019 11:39 AMAS SHOWN 12/04/2019 PEB MEK2 PEB MEK2 NINE MILE CREEK WATERSHED DISTRICT EDEN PRAIRIE, MN NONPROFIT BMP SITES CONSTRUCTION 2020 CHAPEL HILLS UNITED CHURCH GRADING, EROSION CONTROL, & REMOVALS PLAN 23/27-0634.00 C-05 A53974 90% DRAFT FOR REVIEW MATTHEW E. KUMKA CLIENT BID CONSTRUCTION 12/4/19------ ------- ------- ------- ------- A B C 0 1 2 3 Suite 200 4300 MARKETPOINTE DRIVE Fax: (952) 832-2601www.barr.com Ph: 1-800-632-2277 MINNEAPOLIS, MN 55435 PROTECT EXISTING ASPHALT N1 - PLAN: GRADING, EROSION CONTROL, AND REMOVALS 12" PLANTING SOIL 2 -- 2 - SECTION: RAINWATER GARDEN NOT TO SCALE TAMARAC AVE 2 - 6 D-02 1 D-02 NOTES: 1.POTHOLE ALL EXISTING UTILITIES LOCATED WITHIN THE PROJECT LIMITS BEFORE EARTHWORK BEGINS. 2.SAWCUT FULL DEPTH BITUMINOUS PAVEMENT IN AREA SHOWN ON PLAN. PROTECT EXISTING BITUMINOUS PAVEMENT. IF DAMAGED DURING WORK, PATCH BITUMINOUS PAVEMENT. ASPHALT PATCHING IS INCIDENTAL TO THE BID ITEM PRICE. MATCH THICKNESS OF EXISTING ASPHALT. 3.MAKE ARRANGEMENTS FOR THE OWNER'S REPRESENTATIVE TO BE ONSITE WHILE SAND TRENCHES ARE EXCAVATED AND SUBGRADE SOILS ARE LOOSENED. 4.USE REMOVED EXISTING SOILS TO CREATE BERM. SUPPLEMENT AS NEEDED. 5.NO RUBBER TIRED EQUIPMENT IN BASIN AFTER LOOSENING. LOW GROUND PRESSURE TRACKED EQUIPMENT ONLY. 6.ANY COMPACTION OF PREVIOUSLY LOOSENED SOIL MUST BE RELOOSENED. 7.THE CONTRACTOR SHALL HAVE ACCESS TO STREET SWEEPING EQUIPMENT AT ALL TIMES. THE CONTRACTOR SHOULD BE AWARE OF WEATHER CONDITIONS AND SWEEP ANY STREETS WITH DEBRIS PRIOR TO ANY RAINFALL EVENT. STOCKPILING ON THE STREET DURING ANY RAINFALL EVENT SHALL NOT BE ALLOWED. 8.COORDINATE WITH OWNER TO ENSURE ACCEPTABLE TRAFFIC CONTROL REQUIREMENTS. EDGE OF EXISTING ASPHALT 1' EXCAVATE TO EL. 880.5 AND FILL WITH CLEAN WASHED SAND, DO NOT COMPACT 1' MIN., 3' MAX. LOOSENING BELOW SAND TRENCH EL. 894.9 PROPERTY LINES 1005 SCALE IN FEET REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDLANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. BARR ENGINEERING CO. Project Office: PRINTED NAME CADD USER: PATRICK E. BROCKAMP FILE: \\EDI-CAD\CAD\DESIGN\23270634.00\2327063400_NONPROFIT_L-05.DWG PLOT SCALE: 1:2.5849 PLOT DATE: 12/4/2019 11:31 AMAS SHOWN 12/04/2019 EEF MEK2 EEF MEK2 NINE MILE CREEK WATERSHED DISTRICT EDEN PRAIRIE, MN NONPROFIT BMP SITES CONSTRUCTION 2020 CHAPEL HILLS LANDSCAPE & PLANTING PLAN 23/27-0634.00 L-05 A-53974 90% DRAFT FOR REVIEW MATTHEW E. KUMKA CLIENT BID CONSTRUCTION 12/4/19------ ------- ------- ------- ------- A B C 0 1 2 3 Suite 200 4300 MARKETPOINTE DRIVE Fax: (952) 832-2601www.barr.com Ph: 1-800-632-2277 MINNEAPOLIS, MN 55435 1 - PLAN: LANDSCAPE PLANTING AS SHOWN 1005 SCALE IN FEET PLANTING NOTES: 1.POTHOLE ALL EXISTING UTILITIES WITHIN THE PROJECT LIMITS BEFORE EARTHWORK BEGINS. 2.INFORM THE LANDSCAPE ARCHITECT OF PLANTING TWO DAYS PRIOR TO PLANT DELIVERY. 3.CONTRACTOR SHALL COORDINATE LAYOUT OF ALL PLANTS WITH DIRECTION OF LANDSCAPE ARCHITECT IN THE FIELD. 4.PLACE SHREDDED HARDWOOD MULCH (MN/DOT SPEC 3882.2 TYPE 6 - WEED SEED FREE SHREDDED HARDWOOD.) TO A DEPTH OF 3" WITHIN ALL PLANTING AREAS ONCE PLANT INSTALLATION IS COMPLETE. 5.INSTALL THE STEEL LANDSCAPE EDGING PER MANUFACTURER RECOMMENDATION INCLUDING STAKING SPACING AND QUANTITY. 6.CONTRACTOR WILL BE RESPONSIBLE FOR WATERING PLANTS (REGARDLESS OF NOTIFICATION) DURING ENTIRE WARRANTY PERIOD. WATERING WILL BE CONSIDERED INCIDENTAL TO THE CONTRACT. 7.ALL EXISTING CONCRETE, ASPHALT, TREES TO BE KEPT AND TREE ROOTS SHALL BE PROTECTED. ANY DAMAGE TO EXISTING SITE FEATURES SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE AND TO THE OWNER'S SATISFACTION. 8.DAMAGE TO EXISTING STRUCTURES OR NEWLY CONSTRUCTED ITEMS SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 9.REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. IN THE CASE OF ANY DISCREPANCIES BETWEEN THIS DETAIL, PLANS, OR SPECIFICATIONS, THE SPECIFICATIONS SHALL GOVERN. EDGE OF EXISTING ASPHALT GRADING LIMITS (APPROX)N(37) WALKERS LOW CATMINT (46)TUSSOCK SEDGE (16) BABY JOE PYE-WEED (36) 'BLUE HEAVEN' LITTLE BLUESTEM (54)TUSSOCK SEDGE (26) 'RASPBERRY WINE' BEE BALM (47) 'MAGNUS' CONEFLOWER (11) 'BABY-JOE' PYE-WEED (15) 'FIREWORKS' GOLDENROD (34) 'HEAVY METAL' SWITCHGRASS (18) 'BABY-JOE' PYE-WEED (15) THREADLEAF BLUE-STAR (16) 'BLUE TOWERS' FALSE INDIGO TIE EDGING INTO NEW CURB PLANTING SCHEDULE SOD ALL DISTURBED AREAS WITHIN THE GRADING LIMITS 4" POWDERCOATED STEEL LANDSCAPE EDGING BARR ENGINEERING CO. REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDLANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. Project Office: PRINTED NAME CADD USER: PATRICK E. BROCKAMP FILE: \\EDI-CAD\CAD\DESIGN\23270634.00\2327063400_NONPROFIT_L-06.DWG PLOT SCALE: 1:2.5849 PLOT DATE: 12/4/2019 11:47 AMAS SHOWN 12/04/2019 EEF MEK2 EEF MEK2 NINE MILE CREEK WATERSHED DISTRICT EDEN PRAIRIE, MN NONPROFIT BMP SITES CONSTRUCTION 2020 LANDSCAPE PLANTING DETAILS 23/27-0634.00 L-06 A53974 90% DRAFT FOR REVIEW MATTHEW E. KUMKA CLIENT BID CONSTRUCTION 12/4/19------ ------- ------- ------- ------- A B C 0 1 2 3 Suite 200 4300 MARKETPOINTE DRIVE Fax: (952) 832-2601www.barr.com Ph: 1-800-632-2277 MINNEAPOLIS, MN 55435 SUBGRADE FINISH GRADE BACKFILL PLANTING SOIL 1 DETAIL: PERENNIAL PLANTING NOT TO SCALE- HERBACEOUS PLUG AND POT PLANTING NOTES: 1.PROVIDE AND INSTALL PLANTS PER SCHEDULE. 2.EXCAVATE HOLE 3 TIMES WIDTH OF ROOTBALL. 3.BREAK BOTTOM OF ROOTBALL TO LOOSEN ROOTS. 4.PLANT THROUGH MULCH ALIGNING ROOTBALL TOP EVEN WITH SOIL - DO NOT PLANT TOO DEEP OR TOO SHALLOW. FIRM SOIL TO ENSURE GOOD CONTACT WITH ROOTS. 5.BACK FILL WITH PLANTING SOIL FIRM SOIL AROUND ROOT MASS TO MAINTAIN PLUMB AND ENSURE NO AIR GAPS AROUND ROOT MASS. 6.APPLY 3" DEPTH SHREDDED HARDWOOD MULCH TO ENTIRE PLANTING AREA (SOIL PREPARED AS PER SPECIFICATIONS). 7.NO MULCH TO BE IN CONTACT WITH PLANT. 8.CONSTRUCT 3" WATERING BASIN. THOROUGHLY WATER WITHIN 3 HOURS OF INSTALLATION. 9.WATER THOROUGHLY AFTER PLANTING. 10.ALL PERENNIAL PLANTS PROVIDED BY THE CONTRACTOR SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF OWNER ACCEPTANCE. AT THE END OF THE ONE-YEAR GUARANTEE PERIOD ALL PERENNIALS SHALL BE IN SATISFACTORY CONDITION, EXCLUDING INSTANCES OF VANDALISM, AS DETERMINED BY OWNER. 10.1.REPLACEMENTS: AT THE END OF THE ONE YEAR WARRANTY PERIOD ALL PLANTS SHALL FULFILL ALL THE REQUIREMENTS OF THESE SPECIFICATIONS AND REFERENCES WITH REGARD TO QUALITY AND CONDITION; FURTHER, THEY SHALL BE FREE OF DEAD BRANCHES AND TWIGS AND SHALL BEAR A MINIMUM OF 50% OF THE FOLIAGE PRESENT WHEN PLANTED HAVING NORMAL DENSITY, SIZE, SHAPE AND COLOR AS DETERMINED BY THE ENGINEER. ANY PLANTS FAILING TO SATISFY ALL THESE CONDITIONS SHALL BE REPLACED AS PER THE PRELIMINARY AND FINAL ACCEPTANCE PROCESS. PLANTS MAY BE REPLACED PRIOR TO THE END OF THEIR WARRANTY PERIOD IF SUCH AN AGREEMENT EXISTS BETWEEN THE CONTRACTOR AND THE OWNER. REPLACEMENT STOCK SHALL BE SUBJECT TO ALL REQUIREMENTS AS TO SELECTION, INSPECTIONS, PREPARATION, PLANTING AND MAINTENANCE OPERATIONS. REPLACEMENTS SHALL MATCH CALIPER AND/OR HEIGHT ATTAINED BY OTHER STOCK OF THE ORIGINAL PLANTING. 11.CONTRACTOR SHALL NOTIFY OWNER FOR A FINAL INSPECTION AFTER THE END OF THE GUARANTEE PERIOD, AND AGAIN AFTER ANY AND ALL REPLACEMENTS ARE PLANTED. 3" SHREDDED HARDWOOD MULCH, NO MULCH SHALL BE IN CONTACT WITH BASE 2 DETAIL: SHRUB PLANTING NOT TO SCALE-- FINISH GRADE SHRUB PLANTING NOTES: 1.PREPARE SOIL WITH COMPOST AMENDMENT PER PLAN. 2.PROVIDE AND INSTALL PLANTS PER SCHEDULE. 3.REMOVE DEAD OR DAMAGED BRANCHES. RETAIN THE NATURAL FORM OF PLANT. 3.EXCAVATE HOLE 3 TIMES WIDTH OF ROOTBALL.. 4.BREAK BOTTOM OF ROOTBALL TO LOOSEN ROOTS.. 5.PLANT THROUGH MULCH ALIGNING ROOTBALL TOP EVEN WITH SOIL - DO NOT PLANT TOO DEEP OR TOO SHALLOW. 6.BACK FILL WITH PLANTING SOIL FIRM SOIL AROUND ROOT MASS TO MAINTAIN PLUMB AND ENSURE NO AIR GAPS AROUND ROOT MASS. 7.APPLY 3" DEPTH SHREDDED HARDWOOD MULCH TO ENTIRE PLANTING AREA (SOIL PREPARED AS PER PLAN). 8.NO MULCH TO BE IN CONTACT WITH PLANT. 9.WATER THOROUGHLY AFTER PLANTING. 11. SHRUBS SHALL BE GUARANTEED FOR 60 DAYS FROM TIME OF OWNER ACCEPTANCE. CONTRACTOR TO WATER AS NECESSARY TO MAINTAIN IN A HEALTHY CONDITION. AT THE END OF THIS PERIOD ANY DEAD PLANTS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 12. CONTRACTOR SHALL NOTIFY OWNER FOR A FINAL INSPECTION AFTER THE END OF THE SHRUB GUARANTEE PERIOD, AND AGAIN AFTER ANY AND ALL REPLACEMENTS ARE PLANTED. SUBGRADE BACKFILL PLANTING SOIL 3" SHREDDED HARDWOOD MULCH BARR ENGINEERING CO. REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDLANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. Project Office: PRINTED NAME CADD USER: PATRICK E. BROCKAMP FILE: \\EDI-CAD\CAD\DESIGN\23270634.00\2327063400_NONPROFIT_D-01.DWG PLOT SCALE: 1:2.5849 PLOT DATE: 12/4/2019 11:45 AMAS SHOWN 12/04/2019 PEB MEK2 PEB MEK2 NINE MILE CREEK WATERSHED DISTRICT EDEN PRAIRIE, MN NONPROFIT BMP SITES CONSTRUCTION 2020 EROSION CONTROL DETAILS 23/27-0634.00 D-01 A53974 90% DRAFT FOR REVIEW MATTHEW E. KUMKA CLIENT BID CONSTRUCTION 12/4/19------ ------- ------- ------- ------- A B C 0 1 2 3 Suite 200 4300 MARKETPOINTE DRIVE Fax: (952) 832-2601 www.barr.com Ph: 1-800-632-2277 MINNEAPOLIS, MN 55435 DUMP STRAPS DETAIL: INLET PROTECTION - FILTER SACK DUMP STRAP SILT SACK REBAR FOR BAG REMOVAL FROM INLET EXPANSION RESTRAINT 1 -NOT TO SCALE NOTES: 1.INSTALL INLET PROTECTION PRIOR TO ANY GRADING WORK IN THE AREA TO BE PROTECTED OR IMMEDIATELY FOLLOWING ANY CATCHBASIN INSTALLATION AND MAINTAIN THROUGHOUT THE CONSTRUCTION PERIOD. 2.MATERIALS SHALL BE SUFFICIENT TO ALLOW FLOW WHILE BLOCKING SEDIMENT. NO HOLES OR GAPS SHALL BE PRESENT IN/AROUND FILTER SACK. 3.CLEAN FILTER SACK AND REMOVE ACCUMULATED SEDIMENT AS REQUIRED TO ALLOW FLOW INTO THE CATCHBASIN AND PREVENT SEDIMENT FROM LEAVING THE DEVICE. 4.REMOVE DEVICE AND ANY ACCUMULATED SEDIMENT IN CONJUNCTION WITH THE FINAL GRADING AND SITE STABILIZATION. 2 - DETAIL: INLET PROTECTION - SEDIMENT LOG NOT TO SCALE NOTES: 1.INLET PROTECTION SHALL BE INSTALLED PRIOR TO ANY GRADING WORK IN THE AREA TO BE PROTECTED OR IMMEDIATELY FOLLOWING CATCHBASIN INSTALLATION, AND SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. 2.MATERIALS SHALL BE SUFFICIENT TO ALLOW FLOW WHILE BLOCKING SEDIMENT. NO HOLES OR GAPS SHALL BE PRESENT IN/UNDER SEDIMENT LOG. 3.INLET PROTECTION SHALL BE CLEANED AS REQUIRED. 4.MATERIALS AND ANY ACCUMULATED SEDIMENT SHALL BE REMOVED IN CONJUNCTION WITH THE FINAL GRADING AND SITE STABILIZATION. DRAIN INLET - PLAN CURB OPTIONS - PLAN WIRE TIES, (TYP) STORM GRATE SEDIMENT LOG STORM GRATE SEDIMENT LOG CURB STAKE ENDS (TYP) SEDIMENT LOG STAKE END (TYP)CURB SEDIMENT LOG CATCH BASIN CATCH BASIN CURB SECTION SECTION FLOW 3 - DETAIL: SEDIMENT LOG - STAKE FREE NOT TO SCALE NOTES: 1.STAKE FREE SEDIMENT LOG TO BE USED IN AREAS THAT ARE RELATIVELY FLAT AND SHOULD BE INSTALLED ALONG CONTOURS (CONSTANT ELEVATION). 2.NO GAPS SHALL BE PRESENT UNDER SEDIMENT LOG. PREPARE AREA AS NEEDED TO SMOOTH SURFACE OR REMOVE DEBRIS. 3.ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN REACHING 1/2 OF LOG HEIGHT. 4.SEDIMENT LOG SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD AND REPAIRED OR REPLACED AS REQUIRED.HEIGHTVARIESEXISTING GRADE SEDIMENT LOG (COMPOST, WOODCHIP, OR ROCK FILLED)OPTIONAL PINS FLOW SEDIMENT LOG WOOD STAKE 16" MINIMUMWOOD STAKE TO ONLY PENETRATE NETTING. SEDIMENT LOG WOOD STAKE WOOD STAKE TO ONLY PENETRATE NETTING 16" MINIMUMDETAIL: EROSION LOG - STAKING - 4 NOT TO SCALE SIDE VIEW FLAT FRONT VIEW FLOW SEDIMENT LOG WOOD STAKE TO ONLY PENETRATE NETTING. SIDE VIEW ON SLOPE 16" MINIMUM 12" MINIMUM TOP VIEW WOOD STAKE OVERLAP ENDS NOTES: 1.INSTALL SEDIMENT LOG ALONG CONTOURS (CONSTANT ELEVATION). 2.NO GAPS SHALL BE PRESENT UNDER SEDIMENT LOG. PREPARE AREA AS NEEDED TO SMOOTH SURFACE OR REMOVE DEBRIS. 3.REMOVE ACCUMULATED SEDIMENT WHEN REACHING 1/3 OF LOG HEIGHT. 4.MAINTAIN SEDIMENT LOG THROUGHOUT THE CONSTRUCTION PERIOD AND REPAIR OR REPLACED AS REQUIRED. FINISHED GRADEVARIES-1.00 -1.00 -1.00 -1.00 -1.00 -1.00 -1.50 -1.50 -1.50 -0.50 -0.50 -0.50 0.000.00 -0.50 -1.00 0.000.00 -0.50 -1.00 -1.00 0.000.00 0.00 0.000.00 -1.00 -1.00 -1.00 MIN. BARR ENGINEERING CO. REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDLANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. Project Office: PRINTED NAME CADD USER: PATRICK E. BROCKAMP FILE: \\EDI-CAD\CAD\DESIGN\23270634.00\2327063400_NONPROFIT_D-02.DWG PLOT SCALE: 1:2.5849 PLOT DATE: 12/4/2019 11:45 AMAS SHOWN 12/04/2019 PEB MEK2 PEB MEK2 NINE MILE CREEK WATERSHED DISTRICT EDEN PRAIRIE, MN NONPROFIT BMP SITES CONSTRUCTION 2020 CURB AND SPLASH BLOCK ASSEMBLY DETAILS 23/27-0634.00 D-02 A53974 90% DRAFT FOR REVIEW MATTHEW E. KUMKA CLIENT BID CONSTRUCTION 12/4/19------ ------- ------- ------- ------- A B C 0 1 2 3 Suite 200 4300 MARKETPOINTE DRIVE Fax: (952) 832-2601 www.barr.com Ph: 1-800-632-2277 MINNEAPOLIS, MN 554351'-4"1'-4"0'-4" 0'-4"0'-6"1'-4" 2'-8"1'-10" 0'-6" BOTTOM OF BASIN ELEV. 952.1 3" DOUBLE SHREDDED HARDWOOD MULCH STEPBLOCK EDGE BLOCK 6" COMPACTED CLASS 5 0.25'#4 BARS, 1.44' O.C., E.W.0.25'FINISHED SURFACE 0.56'1.44'1.44'0.56' 4.00'2.00'2.00'0.6' TYPICAL THICKNESSMATCH TO EXISTING CURB, T.O.P. MATCH TO EXISTING CURB, T.O.P. PROPOSED GRADING RAINWATER GARDEN MATCH TO CONCRETE CURB CUT OR CONCRETE ROOF DRAIN SPLASH APRON 0'-6"DEPTH VARIES3 -0'-4"(28) STANDARD BLOCKS: 6" X 16" X 16"0'-4"MATCH TO EXISTING CURB CUT MATCH TO EXISTING CURB CUT 4.0' 4 - 5 -SEE VARIES, FIELD VERIFY NO. OF 0.5' DROPSGUTTER F.L. MATCH EXISTING T.O.P GUTTER F.L. MATCH EXISTING T.O.P 2 -- FLOW LINE AT EDGE, MATCH EXISTING T.O.P 12" CLASS 5 AGGREGATE, COMPACT TO 100% STD PROCTOR DRY DENSITY AT CURB CUT 12" CLASS 5 AGGREGATE, COMPACT TO 100% STD PROCTOR DRY DENSITY AT CURB CUT MnDOT TYPE V GEOTEXTILE FABRIC FIELF VERIFY NUMBER OF 0.5' DROPS AT EACH FARDEN FIELD VERIFY NUMBER OF 0.5' DROPS AT EACH GARDEN 1 G-06 PROTECT GARDEN AT CURB CUT FROM SEDIMENTATION, SEE SLOPE S LO P E SLOPE SLOPE LOW POINT FLOWLINE AT EDGE MATCH EX. T.O.P. D418 CONCRETE CURB AND GUTTER SEE 2 C-40 3 - SECTION: SPLASH BLOCK ASSEMBLY 4 AXON: SPLASH BLOCK ASSEMBLY - 5 EXAMPLE IMAGE: SPLASH BLOCK ASSEMBLY - NOT TO SCALE 1 - PLAN: SPLASH BLOCK ASSEMBLY 2 - SECTION: CONCRETE CURB CUT NOT TO SCALE NOT TO SCALE NOT TO SCALE 7 - PLAN: SMALL SPLASH BLOCK ASSEMBLY INLET PIPE 2 - NATURAL STONE EDGE BLOCK 3" DOUBLE SHREDDED HARDWOOD MULCH 8 - SECTION: SMALL SPLASH BLOCK ASSEMBLY NOT TO SCALE 6" PVC INLET PIPE EDGE BLOCK BOTTOM OF BASIN ELEVATION (SEE PLAN) 18"18"24" 6" COMPACTED CLASS 5 NOT TO SCALE 6 - DETAIL: D-412 CURB AND GUTTER NOT TO SCALE NOTES: 1.6" CLASS 5 AGGREGATE, COMPACT TO 100% STD PROCTOR DRY DENSITY. 2.BROOM FINISH ALL EXPOSED SURFACES. 3.COMPACT UPPER 3' OF EXISTING SUBGRADE TO MIN. 100% STANDARD PROCTOR DENSITY (ASTM D698). BARR ENGINEERING CO. REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDLANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. Project Office: PRINTED NAME CADD USER: PATRICK E. BROCKAMP FILE: \\EDI-CAD\CAD\DESIGN\23270634.00\2327063400_NONPROFIT_D-03.DWG PLOT SCALE: 1:2.5849 PLOT DATE: 12/4/2019 11:46 AMAS SHOWN 12/04/2019 PEB MEK2 PEB MEK2 NINE MILE CREEK WATERSHED DISTRICT EDEN PRAIRIE, MN NONPROFIT BMP SITES CONSTRUCTION 2020 STORM SEWER AND DRAINTILE DETAILS 23/27-0634.00 D-03 A53974 90% DRAFT FOR REVIEW MATTHEW E. KUMKA 6" DUCTILE IRON PIPE (CLASS 52) 6" PVC PIPE2' x 3' BOX PRECAST CONCRETE CATCH BASIN BACK OF CURB (BC) RIM EL. 829.5 NYLOPLAST INLET STRUCTURE WITH CLOSED TOP, SEE EXISTING SIDEWALK DETAIL: INLET CATCH BASIN TO INLET STRUCTURE NOT TO SCALE 4 - 5 - DETAIL: NYLOPLAST INLET STRUCTURE NOT TO SCALE FLOWLINE 2" ADJUSTING RING (1" MIN. AND 3" MAX)18"6"NEENAH R-3067-C TYPE L GRATE NOTES: 1.ALL DIMENSIONS IN FEET, UNLESS NOTED OTHERWISE. 2.RAINWATER GARDENS MUST BE KEPT OFF LINE UNTIL PLANTS ARE ESTABLISHED (FOR UP TO 1 YEAR AS DIRECTED BY THE ENGINEER). 3.CONTRACTOR SHALL DETERMINE BEST METHOD FOR PREVENTING STORMWATER RUNOFF FROM ENTERING C.B. BY PLUGGING THE INLET GRATE AND CURB BOX. 4" MIN TOPSOIL RIM EL. 830.2' THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 6" SUMP DEPTH 6" DIP INLET PIPE I.E.=828' 32.4" BASIN DEPTH 6" SCH 40 PVC PIPE TO RAINGARDEN I.E.=828.5' INTEGRATED DUCTILE IRON GRATE 1201DI TO MATCH BASIN O.D. WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) OUTLET TO RAINGARDEN 4 - NOTES: 1. GRATE TO BE ATTACHED TO CATCH BASIN WITH SCREW PROVIDED AT TIME OF INSTALLATION. 2. RISER CAN BE CUT TO ACHIEVE EXACT ELEVATION. 3. DO NOT USE OVER 5 RISERS WITH CATCH BASIN. 4. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 5. DO NOT SCALE DRAWING. 6. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. 7. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE.12 15/16" DEPTHDRILL 18" WEEP HOLE TYPICAL OF 4 PLACES AT BTM CORNERS NDS 12" SQUARE TAPERED POLYPROPYLENE CATCH BASIN W/ U.V. INHIBITORS COMPACT SOIL 34" GRAVEL BASE 4" TO 6" DEEP BELOW BASIN TO PREVENT STANDING WATER NDS 12" SQUARE POLYOLEFIN GRATE W/ U.V. INHIBITORS. 6 - SECTION: SQUARE CATCH BASIN NOT TO SCALE SLOPE EXISTING CATCH BASIN GROUT 4" PVC PIPEREFER TO GRADING PLAN FOR INVERT ELEV. INSTALL THREADED END CAP, HAND TIGHTEN 3 - DETAIL: DRAINTILE CLEAN OUT NOT TO SCALE SIOUX CHIEF CLEAN OUT COVER (851-24i) OR APPROVED EQUAL 4" PVC HUB OR COUPLING 4" PVC RISER RAINWATER GARDEN 1 - DETAIL: DRAIN TILE SYSTEM AND CONNECTION TO EXISTING STORM SEWER NOT TO SCALE OUTLET STRUCTURE RIM AND RAINWATER GARDEN OVERFLOW ELEV. VARIES, SEE GRADING PLAN CAP DOWNSTREAM END OF DRAINTILE DRAINTILE INVERT 1026.0 EX STORMWATER CONNECTION INVERT ELEV. VERIFY ON SITE 4" PERFORATED CPEP DRAINTILE WITH SMOOTH INTERIOR, NO SOCK 4" PVC TO 4" PERFORATED CPEP DRAINTILE COUPLING ADAPTOR 4" PVC LONG SWEEP ELBOW 4" PVC RISER 4" PVC PIPE HUB OR COUPLING 3 - EXISTING CATCH BASIN, TYP. PROTECT EXISTING CATCH BASIN PROTECT EXISTING OUTLET DRAINTILE CONNECTION TO CATCH BASIN, SEE 2 - 4" SOLID CPEP PIPE TO 4" PERFORATED CPEP DRAINTILE COUPLING ADAPTOR 4" SOLID CPEP PIPE SIOUX CHIEF CLEAN OUT COVER (851-24i) OR APPROVED EQUAL SEE CLIENT BID CONSTRUCTION 12/4/19------ ------- ------- ------- ------- A B C 0 1 2 3 Suite 200 4300 MARKETPOINTE DRIVE Fax: (952) 832-2601 www.barr.com Ph: 1-800-632-2277 MINNEAPOLIS, MN 55435 2 - DETAIL: DRAINTILE CONNECTION NOT TO SCALE