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OUTLET CONTROL STRUCTURE 100 OUTLET CONTROL STRUCTURE 200 OUTLET CONTROL STRUCTURE 300 (POND 1001 (POND 200) (POND 3001 TYPICAL STREET SECTION 60 R/W - 30 B/B W W W STREET H, STREET 1 6+50-9+00 R/W R/W 30' 30' GALVANIZED GRATE (SPLIT) GALVANIZED GRATE (SPLIT) GALVANIZED GRATE (SPLIT) 15' 15' 15' 15' 4"X4" OPENINGS 4"X4" OPENINGS 4"X4" OPENINGS 28' 930.0 932.0 931.0 4% (FACE TO FACE) 4% SLOPE 2% T__--- _ 0 0 0 MOUNTABLE 0 0 o CONCRETE CURB 48" DIA. 48" DIA. GUTTER TC = (�+.04' 929.0 929.0 6" ORIFICE o 8" ORIFICE 926.5 48" DIA. a 927.0 PAVEMENT SECTION • FLOW 9261 NWL P300 FLOW 1.5"-TYPE SP 9.5 BITUMINOUS WEAR COURSE MIXTURE (2,C) (SPWEA240C) NWL P100 15" 18 R PC BITUMINOUS TACK COAT 925.5 927.0 927.0 926.0 2.5"-TYPE SP 12.5 BITUMINOUS NON-WEAR COURSE MIXTURE (2,C) (SPWEB230C) 1' MIN. Ow 926.5 a NWL P200 15L �Ovv1' MIN. FLOW 927.0 8" CLASS 5 AGGREGATE BASE, MNDOT 3138 FL RCP P 24" SELECT GRANULAR BORROW, MNDOT 3149 RGP 1' MIN. 1a **GEOTEXTILE FABRIC 15 FAO �GP 12" SUBGRADE EXCAVATION 15 � FINAL SECTION TO BE VERIFIED / MATCH EXISTING SECTION 920.5 922.0 FABRIC TO BE USED WHERE CLAY SOILS ARE ENCOUNTERED AS DIRECTED BY THE ENGINEER 923.0 OUTLET CONTROL STRUCTURE 500 OUTLET CONTROL STRUCTURE 700 TYPICAL STREET SECTION W/SIDEWALK POND 500 POND 7001 STREET 6 CO, S RWW D, STREET E, S GREET G, STREET 1 0+00-6+00 R/W R/W 30' 30' 15' 15' 15' 9.5' 5 0.5' 28' 4% (FACE TO FACE) 4% 2% SLOPE 2% -- CONCRETE SIDEWALK GALVANIZED GRATE (SPLIT) GALVANIZED GRATE (SPLIT) (SEE DETAIL) 4"X4" OPENINGS 4"X4" OPENINGS 931.0 930.0 MOUNTABLE CONCRETE CURB GUTTER * PAVEMENT SECTION O 1.5"-TYPE SP 9.5 BITUMINOUS WEAR COURSE MIXTURE (2,C) (SPWEA240C) o � BITUMINOUS TACK COAT 2.5"-TYPE SP 12.5 BITUMINOUS NON-WEAR COURSE MIXTURE (2,C) (SPWEB230C) o 8" CLASS 5 AGGREGATE BASE, MNDOT 3138 48" DIA. 48" DIA. 24" SELECT GRANULAR BORROW, MNDOT 3149 **GEOTEXTILE FABRIC 12" SUBGRADE EXCAVATION FINAL SECTION TO BE VERIFIED / MATCH EXISTING SECTION 927.0 927.0 FLO 927.0 927.0 LOW ** FABRIC TO BE USED WHERE CLAY SOILS ARE ENCOUNTERED AS DIRECTED BY THE ENGINEER NWL P500 1R PCPC NWL P700 ::F RCP 1' MIN. 0 1' MIN. G� 1a 15 923.0 923.0 TYPICAL STREET SECTION W/TRAIL 60 R/W - 30 B/B STREET F R/W R/W 30' 30' INFRASAFE - 27" DEBRIS COLLECTION DEVICE INFRASAFE - 2'x3' DEBRIS COLLECTION DEVICE 15' 15' 15' 6.5 8' 0.5' AS MANUFACTURED BY ROYAL ENVIRONMENTAL SERVICES AS MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS 4% (FACE TO FACE) 4% 2% - I SLOPE 2% BITUMINOUS TRAIL TYPICAL LAKE SECTION �� (SEE DETAIL) HDPE INSERT BASKETS HDPE INSERT BASKETS LAKE 1 000 SHOWN W/OUT FILTER BAGS '°�$: °°°°°°°g®oo° MOUNTABLE SHOWN W/OUT FILTER BAGS 400 MICRON FILTER BAGS CONCRETE CURB ®t°° s 400 MICRON FILTER BAGS GUTTER a. REQUIRED INSIDE BASKETS °°°°`°°`°°°°°° REQUIRED INSIDE BASKETS TC = +.04' 4 4 �"r °e °®°®om® °°D ° PAVEMENT SECTION 1 10: N.W.L. 10:1 1 ® Aft 1.5"-TYPE SP 9.5 BITUMINOUS WEAR COURSE MIXTURE (2,C) (SPWEA240C) �_ __ _ __ _ BITUMINOUS TACK COAT 2X3 HDPE FRAME INSERT �, �ME 2.5"-TYPE SP 12.5 BITUMINOUS NON-WEAR COURSE MIXTURE (2,C) (SPWEB230C) EMERGENCY 2'x3' HDPE FRAME INSERT 8" CLASS 5 AGGREGATE BASE, MNDOT 3138 3 3 OVERFLOW PORTSLi EMERGENCY 24" SELECT GRANULAR BORROW, MNDOT 3149 1 nw� 1 OVERFLOW PORTS **GEOTEXTILE FABRIC Q - MEETS MN/DOT SPECIFICATION 3891.E 12" SUBGRADE EXCAVATION 10' > 10, "STORM DRAIN INLET PROTECTION - FILTER BAG INSERT" * BOTTOM - DESIGNED FOR NEENAH R-3250-A OR R-3250-1 (MNDOT 801) - MEETS MN/DOT SPECIFICATION 3891.E FINAL SECTION TO BE VERIFIED / MATCH EXISTING SECTION FRAME CASTING "STORM DRAIN INLET PROTECTION - FILTER BAG INSERT" ** FABRIC TO BE USED WHERE CLAY SOILS ARE ENCOUNTERED AS DIRECTED BY THE ENGINEER VARIES DESIGNED FOR NEENAH R-3067 OR R-3290 SERIES TYPICAL STREET SECTION W/TRAIL TYPICAL STREET SECTION W/SIDEWALK 60 R/W - 32 B/B 60 R/W - 32 B/B STREET AA, STREET A 12+00-22+50 STREET A 0+00-12+00 TYPICAL POND SECTION TYPICAL POND SECTION R/W R/W R/W R/W 30' 30' - 30' 30' - POND 100, 300, 400, 500, 600 POND 200 14' 16' 16' S.5' 8' 0.5' 14' 16' 16' 8.5' 5' 0.5' % . 4% (FACE TO FACE) 4% 2% 4% (FACE TO FACE) 4% 2% 4 4 _ I SLOPE 2% - SLOPE 2% _ 1 10 1 1 1 10: N.W.L. 1 :7 N.W.L. 1 BITUMINOUS TRAIL CONCRETE SIDEWALK 1 10. 10. L. (SEE DETAIL) (SEE DETAIL) 3 3 3 3 MOUNTABLE MOUNTABLE w_ _w CONCRETE CURB CONCRETE CURB 1 of 1 1 1 GUTTER GUTTER TC = � 10' BOTTOM > 10 10 BOTTOM > 10' * PAVEMENT SECTION TC = +.04' PAVEMENT SECTION 1.5"-TYPE SP 9.5 BITUMINOUS WEAR COURSE MIXTURE (2,C) (SPWEA240C) 1.5"-TYPE SP 9.5 BITUMINOUS WEAR COURSE MIXTURE (2,C) (SPWEA240C) *2' CLAY LINER BITUMINOUS TACK COAT BITUMINOUS TACK COAT �VARIES--- VARIES 2.5"-TYPE SP 12.5 BITUMINOUS NON-WEAR COURSE MIXTURE (2,C) (SPWEB230C) 2.5"-TYPE SP 12.5 BITUMINOUS NON-WEAR COURSE MIXTURE (2,C) (SPWEB230C) 8" CLASS 5 AGGREGATE BASE, MNDOT 3138 8" CLASS 5 AGGREGATE BASE, MNDOT 3138 24" SELECT GRANULAR BORROW, MNDOT 3149 24" SELECT GRANULAR BORROW, MNDOT 3149 **GEOTEXTILE FABRIC **GEOTEXTILE FABRIC *2' CLAY LINER TO BE INSTALLED TO 12" SUBGRADE EXCAVATION 12" SUBGRADE EXCAVATION POND SLOPE ADJACENT TO WETLAND * FINAL SECTION TO BE VERIFIED / MATCH EXISTING SECTION * FINAL SECTION TO BE VERIFIED / MATCH EXISTING SECTION ** FABRIC TO BE USED WHERE CLAY SOILS ARE ENCOUNTERED AS DIRECTED BY THE ENGINEER ** FABRIC TO BE USED WHERE CLAY SOILS ARE ENCOUNTERED AS DIRECTED BY THE ENGINEER 3890 PHEASANT RIDGE DR NE Revisions: CARLSON I hereby certify that this plan, specification Print Name: Brian J. Krystofiak P.E. Drawn: KRO 1. 2/25/22 Revise Layout per CityComments. 21 ENGINEERING SUITE - y M I HOMES OF MINNEAPOLIS, LLC BLAINE, MN 55449 or report was prepared by me or under my 2. 4/27/22 Revise Layout per City Comments. THE SHORES OF O N E KA LAKE ` SURVEYING direct supervision and that I am a duly Signature: /L Designed: BJK 3. 5/4/22 per CityComments. MC-CAI N TEL763.489. 900 G � g 5354 Parkdale Drive, #100 DETAILS of ENVIRONMENTAL FAX 763.489.7959 Licensed Professional Engineer under Hugo, Minnesota � 1 CARLSONMCCAIN.COM the laws of the State of Minnesota Date: 10/21/21 License #: 25063 Date: 10/21/21 St. Louis Park, Minnesota 55416 Save Date: 04/21/22 f:\jobs\8861-8880\8869-dell webb-hugo\cad c3d\engineering\preliminary\8869_detail.dwg #8869