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OUTLET CONTROL STRUCTURE POND 600 <br />LAKE 300 <br />901.5 <br />OUTLET CONTROL STRUCTURE POND 500 <br />WETLAND <br />898.0 <br />898.0 <br />TYPICAL STREET SECTION <br />STREET B <br />60' R/W — 24' B/B <br />R/W R/W <br />30' 30' <br />18' 12' 12' 18' <br />h-6' <br />82.0% 2.5% MIN 2 <br />4.0% <br />SOD W/4" OF TOPSOIL N -'7 <br />SEED & MULCH REMAINING R/W <br />1 20" CONCRETE 1 <br />RIBBON CURB <br />6" TOPSOIL & SOD <br />6' SIDEWALK <br />4" CONCRETE (3A32) <br />4" FINE FILTERED AGGREGATE <br />OR CLASS 5 AGGREGATE BASE OR <br />RECYCLED EQUAL (MNDOT 3138) <br />(SEE PLANS FOR LOCATION) <br />R/W <br />1 rl— <br />0.04 <br />5' SIDEWALK � <br />4" CONCRETE (3A32) <br />4" FINE <br />FILTERED AGGREGATE <br />OR CLASS 5 <br />RECYCLED <br />AGGREGATE BASE OR <br />EQUAL (MNDOT 3138) <br />(SEE <br />PLANS FOR LOCATION) <br />MODIFIED <br />S <br />CONCRETE CURB <br />GUTTER <br />T/C = �-.06 <br />R/W <br />� PAVEMENT SECTION <br />SEE GEN-1 DETAIL <br />TYPICAL STREET SECTION <br />60 R/W — 32 B/B <br />(STREET D) <br />11 <br />�i <br />16' 16' <br />2.0% MIN <br />20" CONCRETE <br />RIBBON CURB <br />B /C = � - . 40 <br />14' <br />0.04' /FT <br />PROPERTY <br />LINE <br />L SOD W/4" OF TOPSOIL <br />4' BEHIND CURB <br />SEED & MULCH REMAINING R/W <br />*PAVEMENT SECTION PROVIDE MASTIC ALONG <br />CURB LINE BEFORE <br />—SEE GEN-1 DETAIL WEAR COURSE IS PAVED <br />s <br />0 <br />ORIFICE <br />INFRASAFE - 2'x3' DEBRIS COLLECTION DEVICE <br />AS MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS <br />INSERT BASKETS <br />N W/OUT FILTER BAGS <br />MICRON FILTER BAGS <br />RED INSIDE BASKETSV/Sk, <br />2'x3' HDPE FRAME INSERT) <br />EMERGENCY) <br />OVERFLOW PORTS <br />MEETS MN/DOT SPECIFICATION 3891.E <br />"STORM DRAIN INLET PROTECTION - FILTER BAG INSERT" <br />- DESIGNED FOR NEENAH R-3067 OR R-3290 SERIES <br />R/W R/W <br />VARIES <br />VARIES 16' « 16' * VARIES <br />I <br />I I <br />s" TYP JOINT <br />ADHESIVE MAX, SLOPE 3:1 <br />(MASTIC) 2.0� MIN. SLOPE <br />� E! <br />i;. <br />4" TOPSOIL <br />i i &SOD <br />SEED & MULCH REMAIN NG R W .. <br />SUITABLE BACKFlLL SEE GEN 4 <br />MATERIAL STD PLATE <br />INSET A <br />TYPICAL STREET SECTION 11 ■ROAD WIDTH DIMENSION M6�SURED TO BACK OF CURB <br />14' <br />0.04'/F <br />SOD W/4" OF TOPSOIL <br />4' BEHIND CURB <br />SEED &MULCH REMAINING R/W <br />MODIFIED S <br />CONCRETE CURB <br />GUTTER <br />T/C = �-.06 <br />TYPICAL STREET SECTION <br />60 R/W — 32 B/B <br />(STREET A 8c C) <br />z n' <br />16' 16' <br />2.0% MIN <br />*PAVEMENT SECTION <br />—SEE GEN-1 DETAIL <br />R/W <br />- 8' 5'-t 1' <br />0.04'/FT <br />—' 1— 5' SIDEWALK <br />4" CONCRETE (3A32) <br />SOD W/4" 4" FINE FILTERED AGGREGATE <br />OF TOPSOIL OR CLASS 5 AGGREGATE BASE OR <br />RECYCLED EQUAL (MNDOT 3138) <br />PROVIDE MASTIC ALONG CURB LINE <br />BEFORE WEAR COURSE IS PAVED <br />- 1.5" SPEC 2360 TYPE SP 9.5 <br />WEARING COURSE (SPWEA240C) <br />- SPEC 2357 BITUMINOUS TACK COAT <br />- 3" SPEC 2360 TYPE SP 12.5 <br />NON WEARING COURSE (SPNW6230C) <br />8" AGGREGATE BASE, CL 5 <br />" <br />- 24" APPROVED SUBGRADE ** <br />1.5" C 2360 TYPE SP 9.5 <br />NG COURSE (SPWEA240C) <br />C 2357 BITUMINOUS TACK COAT <br />3" S C 2360 TYPE SP 12.5 <br />NON W ING COURSE (SPNW8230C) <br />8" AGGRE BASE, CL 5 <br />INSET A <br />* SELECT GRANULAR NOT \ <br />NEEDED. ONSITE SANDS ARE ** THIS WORK SHALL INCLUDE OVER TURNING THE <br />ACCEPTABLE. SOIL IN WET CONDITIONS TO DRY SUBGRADE <br />MATERIAL AND PASSING ROLL TEST (INCIDENTAL). <br />TYPICAL SECTION JANUARY, 2024 <br />C I T o f (URBAN STREET) <br />GEN-1 <br />IINC�I KEG 1#1 <br />INFRASAFE - 27" DEBRIS COLLECTION DEVICE <br />AS MANUFACTURED BY ROYAL ENVIRONMENTAL SERVICES <br />- HDPE INSERT BASKETS <br />�'''°°� �000 SHOWN W/OUT FILTER BAGS <br />���° 400 MICRON FILTER BAGS <br />REQUIRED INSIDE BASKETS <br />2X3 HDPE FRAME INSERT <br />\E � `EMERGENCY <br />OVERFLOW PORTS <br />- MEETS MN/DOT SPECIFICATION 3891.E <br />"STORM DRAIN INLET PROTECTION - FILTER BAG INSERT" <br />- DESIGNED FOR NEENAH R-3250-A OR R-3250-1 (MNDOT 801) <br />FRAME CASTING <br />SPECIFICATIONS: <br />MONUMENT <br />CONSISTS OF A POST AND A PROTECTED OPEN SPACE SIGN <br />WETLAND BUFFER SIGNS <br />MOUNTED FLUSH WITH THE TOP OF THE POST FASTENED WITH <br />NON -REMOVABLE SCREWS OR RIVETS SIZE: 5.5" H x 3.75" W <br />ALUMINUM SHALL BE 5052-H38 OR 6061-T6 ALLOY. GAUGE <br />SHALL BE 0.080 <br />SIGN COLOR <br />COLOR SHALL BE GREEN AND BLUE LETTERS ON <br />A WHITE BACKGROUND. <br />POST MATERIALS <br />4" X 4" SQUARE <br />TREATED WOOD OR OTHER CITY APPROVED MATERIAL <br />POST INSTALLATION <br />MOUNTED TO A HEIGHT OF FOUR FEET ABOVE GRADE SET AT <br />LEAST 42 INCHES IN THE GROUND INSTALLED AT EACH LOT LINE <br />WHERE IT CROSSES A WETLAND BUFFER WITH A MAXIMUM <br />4 X 4 TREATED POST SPACING OF 300 FEET BETWEEN SIGNS (IF NO BUFFER IS <br />REQUIRED THE MONUMENT SHALL BE AT THE EDGE OF THE <br />WETLAND). <br />PLACE ADDITIONAL POSTS AS NECESSARY <br />TO FOLLOW BUFFER CONTOUR LINE <br />DIGITAL COPY OF SIGN AVAILABLE FROM ENGINEERING DEPARTMENT <br />CITY tKif <br />O F <br />E <br />WETLAND BUFFER SIGN I JANUARY, 2024 <br />NORTH <br />SURVEYING <br />GEN-22 <br />EN%sINEEi�Mc; <br />CARLSON <br />3�#PHEASANT IRNE <br />SUITE MO <br />I hereby certify that this plan, specification Print Name: Brian J. Krystofiak, P.E. <br />or report was prepared by me or under my <br />Drawn: KRO <br />Revisions: <br />1. 4/25/25 Per City &Watershed Comments <br />M/I HOMES OF MINNEAPOLIS, LLC <br />NATURES REFUGE <br />15 <br />�aIN� n�35449 N <br />7t J`t1G-V. <br />