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DRAWN BY: DESIGN BY: <br /> A.G. A.G. <br /> CHCKD BY: PROD.NO. <br /> _ C.W.P. 10-1292 <br /> ORIGINAL DATE: <br /> NOVEMBER 512012 <br /> CE DEFLECTOR PLATE <br /> /yORFP/ OVERFLOW Q1 -CENTER OF FILTER ASSEMBLY 48" GALVANIZED GRATE <br /> Y,PaOeVG PO OVERFLOW -TOP OF CURB BOX ELEV=939.5 <br /> 58'm O.D. <br /> SEE DETAIL"A-A' <br /> �O 10'FILTER ASSEMBLY ELEV=939.0 _ <br /> 8O 1/4'zi'FLAT STL- <br /> TOP OF WEIR WALL <br /> MWiy CURB ELEV=939.0 <br /> OlV` OUTLET PIPE HINGE ASSEMBLY 1/2-STL PLATE <br /> F{ SEE PLAN ( \ MINIMUM OF 2 HINGES <br /> L,� OPENING IN WEIR WALL <br /> 6'MINIMUM ORS 10 �.::i`w 6'WIDE 2.25'TALL REQUIRED <br /> 18'RCP r _ ®INV 936.75 HAD STAINLESS SUNCTILE BOLTS <br /> Z <br /> INV 935.50 .)',•� WITH NUTS AND WASHERS � <br /> 1'-2' 6'DRAINTILE a <br /> WASHED ROCK 39 0.67RP 5/8"0 SMOOTH FIND.STOCK K <br /> INV 935.50 4 O.C.BOTH WAYS DETAIL'A-A" U <br /> _ NEENAH R-3067-V (ENTER STRUCTURE THIS LU 0 <br /> HIGH-FLOW FABRIC SIDE OF WEIR) 57'0(2)PIECE 5/8"ROD <br /> ROCK CONSTRUCTION ENTRANCE MIRAFl FF101 RC APRON POND SKIMMER GRATE ZO <br /> W/ ARD GRATE NOTES. <br /> 0 W/TITASHGU <br /> NOT TO SCALE PROVIDE 8"PVC THROUGH WEIR WALL AT 12"RCP INV 933.00 <br /> WIMCO INLET PROTECTION NV ELEV 935.50-ONCE VEGETATION HAS INV 933.20 1)GRATE TO BE MADE IN TWO(2)PIECES <br /> BEEN ESTABLISHED,PIPE IS TO BE CAPPED INTEGRAL BASE 2)ALL METAL SHALL BE HOT-DIPPED GALVANIZED It <br /> WITH WATERIGHT THREADED CAP-SEAL <br /> NOT TO SCALE ANNUAL SPACE WITH WATERTIGHT MATERIAL STRUCTURE INVERT 933.20 <br /> GALVANIZED GRATE <br /> FILL W/CONCRETE a <br /> NOT TO SCALE ❑ <br /> OUTLET STRUCTURE w o <br /> 2'X 2"WOOD OR STEEL <br /> NOT TO SCALE i u w-§ <br /> POST 7'-7'O.C. �.U j <br /> WRE MESH REINFORCEMENT,STD. <br /> FIELD FENCE. MIN.30"HIGH,MAX. Z w <br /> .MESH SPACING OF 6'AND MIN. g Y r d Z <br /> 14-1/2'GAUGE WIRE IS OPTIONAL. y W C1 <br /> xw¢ <br /> GEOTE%TILE FILTER FABRIC- ~❑ <br /> rZ¢J W <br /> OVERLAP 6"AND FASTEN AT 2' - =0_14 <br /> -W. <br /> INTERVALS. LAY FABRIC IN TRENCH. <br /> w <br /> F� � <br /> FABRIC ANCHORAGE TRENCH. - ~ ❑ ¢O � <br /> BAC..LL TRENCH WITH TAMPED W m Q ¢ o <br /> U❑Z <br />_. NATURAL SOIL m w O <br /> w¢w <br /> DIRECTION OF RUNOFF F a>e' <br /> 1/2'R J'R x LL w Fw- <br /> W <br /> H zW F <br /> i O <br /> EXTEND WIRE MESH 6" PLANT MATERIAL TOLERANT OF INUNDATION AN. PLANTING SUGGESTIONS for B10FILTRATION BASIN <br /> INTO TRENCH MIN. ` DIE:FOR MECHANICALLY LAID <br /> (NATIVE PLANS RECOMMENDED-SEE TABLE AT NATIVE TREES B SHRUBS Q' <br /> I)WIRE MESH IS NOT REQUIRED. RIGHT)-OR-USE MnDOT SEED MIX 328(APPLICATION NATIVE PLANTS = ~p <br /> SUPPORT POST 2)CONTRACTOR IS RESPONSIBLE FOR - RATE=88 LBS/ACRE)-PLANTINGS RECOMMENDED JOE PYE WEED RIVER BIRCH N <br /> ANCHORAGE IN-SITU SOIL REMOVAL OF ALL EROSION CONTROL BLACK-EYED SUSAN TAMARCK CURB,SHOE MAY BE TILTED. _ <br /> MATERIALS FOLLOWING TURF LITTLE/BIG BLUESTEM QUAKING ASPEN i <br /> N <br /> ESTABLISHMENT. FILTRATION MEDIA CULVER'S ROOT SWAMP WHITE OAK <br /> 6, 0612 CONCRETE CURB AND GUTTER -A <br /> (SEE NOTE y2) TALL MEADOW RUE SILVER MAPLE Q, g a <br /> EROSION CONTROL FENCE III IMPERMEABLE LINER W/APPROVED YELLOW OR BLUE FLAG IRIS RED MAPLE NOT TO SCALE = W O <br /> 937.5 I EXTEND IMPERMABLE SIBGRADE PER GEOTECHNICAL AND PURPLE CONEFLOWER WLLOW <br /> 4'I LINER TO 935.5 MANUFACTURER'S RECOMMENDATIONS MARSH MILKWEED RED-TWIG DOGWOOD <br /> NOT TO SCALE BLACK CHOKEBERRY Q 0 CONTOUR (SEE GRADING PLAN FOR GOLDENROD 6• I <br /> NWL=935.5\�\ ADDITIONAL INFORMATION) RATTLESNAKE AMERICAN HIGHBRUSH CRANBERRY 1/-R I I `y <br /> 10:1 BENCH BUTTONBUSH <br /> \ NOTES <br /> 1.AGGREGATE SHALL BE THE TOLLOVANG: <br /> �\\ \ 'DOUBLE WASHED STONE PREPARED FOR: <br /> 1'-1.5 <br /> -OR- B 12 ROB <br /> 1/4'-1/2-WASHED RIVER RUN PEA GRAVEL DAVIDSON <br /> AGGREGATE 2.WELL-BLENDED FILTRATION MEDIA TO BE COMPRISED OF(BY VOLUME): <br /> (SEE NOTE$1) 50-70%CLEAN CONSTRUCTION SAND(AASHTO M-6 OR ASTM C-33,GRAIN NOTE:FOR MECHANICALLY LAID <br /> CURB,SHOE MAY BE TILTED. <br /> NON-WOVEN GEOTE%TILE(MnDOT LEAF SIZE 0.04') <br /> TYPE 1)OVER AGGREGATE 30-SOR ORGANIC LEAF COMPOST: MnDOT GRADE 2 COMPOST 6"PERFORATED DRAINTILE BB12 CONCRETE 71 P45T CURB AND GUTTER <br /> (NO SOCK)- INV 835.5 I' <br /> NOT TOO SCALE <br /> 1.5"`WEAR-2360 <br /> WEAR COURSE MIXTURE B(LVWE450309) r 12" <br /> SITE PLANNING <br /> ORDINARY COMPACTION METHOD <br /> 8 ENGINEERING <br /> TACK COAT,MNDOT 2357 BASIN FILTRATION SHELF W/DRAIN TILE DETAIL <br /> 2"BASE-2360 PLOWS <br /> NON-WEAR COURSE MIXTURE B(LVNW350308) N8iT8SGlF <br /> ORDINARY COMPACTION METHOD <br /> ENGINEERING,INC. <br /> 6"AGO.BASE,CL 5 OR CL 6 <br /> MNDOT 3138 <br /> SPECIFIED DENSITY COMPACTION METHOD LINO LAKES,M <br /> SUITE 110 <br /> ' LINO LANES,MN 55014 <br /> APPROVED GRANULAR SUBBASE AS <br /> DETERMINED BY GEOTECHNICAL ENGINEER - PHONE:1)3 1 41701 10 <br /> FAX;(65PAVING SHALL CONFORM TO THE LATEST EDITION OF MNDOT'S <br /> STANDARD SPECIFICATIONS FOR CONSTRUCTION AND THE CITYS <br /> STANDARDS FOR STREET AND UTILITY CONSTRUCTION. <br /> PROPOSED BITUMINOUS <br /> NOT TO SCALE <br /> DETAILS C3 <br /> THE ARDEN REVELOPMENT <br />