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E <br />O <br />O <br />U <br />U <br />C <br />U! <br />0 <br />L <br />Q <br />O <br />O <br />co <br />L U <br />N <br />O <br />c� U <br />c•� U <br />�o <br />@ 0 <br />o <br />LL <br />a` <br />NOTE: <br />MINIMUM SECTION SHOWN; MATCH EXISTING IN <br />STREET <br />5" HMA TYPE SPWEA240C (2360) <br />TUMINOUS TACK COAT (2357) <br />0" HMA TYPE SPNWB230C (2360) <br />AGGREGATE BASE, CLASS 5, 100% CRUSHED (221 1) <br />OTEXTILE FABRIC, Mn/DOT TYPE 5 <br />�JBGRADE PREPARATION / SUITABLE BORROW (2112) <br />ASPHALT PAVEMENT SECTION <br />R2-5/8" --�\ �6 //-- R 1 /2" <br />dJ_� <br />a 6„ <br />3/4" d PER Fool 13.5" <br />d a. a a a <br />7�� d d d <br />Q <br />d 4 <br />12" <br />7-3/8" <br />CONCRETE CURB & GUTTER, B612 <br />BASIN VEGETATION: INSTALL WET -TOLERANT <br />"RAIN GARDEN" NATIVE SEED MIX (Mn/DOT <br />MIX 33-261 OR EQ) <br />REPLACE TOPSOIL (4" MIN), SOD OR <br />SEED & MULCH IN GRADED AREAS INSTALL SEDIMENT CONTROL LOG <br />OUTSIDE PLANTING ZONE SEE PLAN AROUND BASIN 0TTOM AFTER <br />FOR BOT. CONTOUR ESTABLISHING I AL GRADE <br />INSTALL EROSION CONTROL <br />DEPTH TO BLANKET, CAT 0 (3885), OR <br />OVERFLOW VARIES HYDROMULC <br />3 MAX, <br />ITI-1TI-il 1 SLOPE <br />SUBCUT 6", TILL SUBGRADE TO - <br />DEPTH OF 12"-18". INSTALL 6" <br />(MIN.) FILTER TOPSOIL BORROW, <br />Mn/DOT MIX 3877.2F) TO GRADE <br />INFILTRATION BASIN <br />A <br />B <br />C <br />D <br />BASIN 1 <br />4. 0' <br />8.0' <br />954.2 <br />0. 5' <br />BASIN 2 <br />3. 0' <br />6. 0' <br />945.7 <br />0. 5' <br />BASIN 3 <br />3. 0' <br />6. 0' <br />954.8 <br />0. 5' <br />BERM ELEV=C+D <br />GEOTEXTILE FABRIC, TYIV <br />PE <br />(3733) TRENCH IN 6" MIN, <br />AT TOP EDGE <br />B 12" <br />A MIN. <br />D <br />12" <br />MIN. <br />NOTE: <br />RIPRAP TO BE PLACED TO PROVIDE A DEFINED WEIR AREA, <br />TRENCHED IN A MIN. OF 12", WITH DOWNSTREAM SIDE <br />BOWLED SLIGHTLY FOR ENERGY DISSIPATION <br />REPLACE TOPSOIL (6" MIN), SOD OR <br />SEED & MULCH IN GRADED AREAS <br />OUTSIDE PLANTING ZONE <br />15" (MIN.) FILTER TOPSOIL BORROW <br />(Mn/DOT MIX 3877.2F) <br />PLANTING ALTERNATE: INSTALL NATIVE PLANT PLUGS <br />(SIZE 2") FROM LIST (OR SIMILAR) SPACED PER <br />SUPPLIER INSTRUCTIONS <br />SEE PLAN <br />DEPTH TO <br />OVERFLOW VARIES <br />3 MAX. if <br />1 '-,I 0 P F <br />B 0 F LTRAT O N BASIN <br />3" x 3" OPENIN <br />(MIN <br />OUTLET PIPE <br />NOTES: 1. PROVIDE POURED CO <br />INVERTS. <br />2. GROUT LIFT HOLES. <br />NATIVE SEED MIX (OR <br />PLANTS) AS SPECIFIED, <br />INSTALL EROSION CONTROL <br />BLANKET, CAT 0 (3885) <br />12 I I OR 1.5" CLEAR, WASHED ROCK OR <br />-I X<:D _ I 1.5 -3.0 WASHED STORAGE ROCK <br />w, <br />iI (AASHTO NO. 2) <br />4" PVC UNDERDRAIN (3245), NO <br />SOCK, 3" HOLES POINTED DOWN <br />NON -WOVEN DRAINAGE FABRIC, <br />TYPE 1 (3733) <br />(US 10ONW, OR EQ) AROUND <br />STORAGE ROCK <br />"1BLY <br />-1/2" STAINLESS <br />TEEL ANCHOR <br />OLTS AND 4" x 4" <br />4" CLIPS <br />4" X 1 - 1" SS <br />FLAT BAR RING <br />IECE POND SKIMMER <br />GRATE GRATE, HOT -DIP <br />GALVANIZED <br />1 <br />91, <br />EL. = 954.5 <br />-I I U <br />61 <br />" R. 7 I 1-I 1 n 48 d. <br />GROUT ALL DOGHOUSES, CREST 6" - 8" REINFORCED CONCRETE <br />REINFORCED BASIN OVERFLOW EL=952.5 <br />16 R. PLASTER OUTSIDE WITH 6" 5 <br />WEIR KEYED INTO WALL OR <br />COLLAR, STRIKE INSIDE MIN. ATTACHED W/ REBAR DOWELS <br />CONCRETE LEAN <br />�I R GUTTER (#4 @ 8" SPACING). <br />WIDTH cu. YES. LIN. ET. WATERPROOF GROUT SEAMS <br />' R DESIGN w PER PER 6" UNDERDRAIN, 1=947.5 <br />2" N0. ITN. ET. CU. PD. (DOWNSTREAM OF WEIR) a <br />��� �� R412 12" 0.0492 20.3 <br />/r 2 3/ R418 18" 0.0600 16.7 8" 0ORIF. <br />! r r ° R424 1 24'' 1 0.0708 14.1 f- EL = 951.6 <br />:. ..'... •. °. ... 9� R436 1 36" 1 0.0924 10.8 s� <br />r r '. <br />OUT <br />12 18° PIPE <br />= ° INV = 950.5 <br />EL. 947.5 <br />18" INLET PIPE <br />HORIZONTAL LINE BUTTER EL =946.5 <br />m <br />DESIGN R d <br />CONCRETE CURB & GUTTER, R412 <br />CIVIL METHODS, INC. <br />P.O. Box 28038 <br />St. Paul, MN 55128 <br />o:763.210.5713 I www.civiImethods.com <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED <br />BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED <br />PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. <br />KENT E. BRANDER <br />DATE: 03-04-2025 <br />LAC. No.: 44578 <br />DESIGNED: KEB <br />DRAWN: KEB <br />CHECKED: DMP <br />DATE / REVISION: <br />01-06-2025 Permit Submittal Set. NOT FOR CONSTRUCTION <br />01-18-2025 Adjusted Lot Lines per Clty Comments. NOT FOR CONSTRUCTION <br />03-04-2025 Added Cul-de-sac at Entry Turn Per City Comments. NOT FOR CONSTRUCTION <br />6" PRECAST BASE WITH 2" <br />LEAN GROUT OR 8" POURED <br />SLAB ON 6" COMPACTED <br />AGGREGATE BASE <br />POND OCS W/ INTERNAL WEIR AND INLET PIPE <br />PROJECT: IDYLLVALE SHORES <br />PROD. LOCATION: 215 NORTH ARM LN, ORONO, MN 55364 <br />PROJ.OWNER: BRADLEY J PASS <br />DETAILS <br />SHEET NO: <br />C7021 <br />297 <br />