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DRAWN BY: DESIGN BY: A.G. C.W.P. CHCKD BY: PROJ.NO. C.W.P. 12-1366 ORIGINAL DATE: PROVIDE 4'CLASS 5 UNDER CURB(TYP) JUNE 1,2012 1/2'R 1-"El II irR r 1 1... 2"X 2'WOOD OR STEEL NOTE:FOR MECHANICALLY LAID POST 7'-7'D.C. CURB,SHOE MAY BE TILTED. r,,,1:' „//„d WIRE MESH REINFORCEMENT,STD. FIELD FENCE. MIN.30'HIGH,MAX. ZZ \""„\`" ��, MESH SPACING OF 6"AND MIN. 8 *-4,-,,,-*••.jl�41��.��.�. I 14-1/2"GAUGE WIRE IS OPTIONAL B612 CONCRETE Ait ililiget ggi E ED CURB&GUTTER .•.•.•_.sF..,,._.F.;._._., FABRIC- �i•'�'i p OVERLAPL6'FIANDRFASTEN AT 2' DEFLECTOR PLATE 1WY �� •.•�'�.':cWr•• Y INTERVALS, LAY FABRIC IN TRENCH. O N.T.S. 2'WEAR-2360 TYPE LV4 } OVERFLOW 0 z CENTER OF FILTER ASSEMBLY O WEAR COURSE MIXTURE B(LVWE45030B) FABRIC ANCHORAGE TRENCH. OVERFLOW(5 -TOP OF CURB BOX r„ ORDINARY COMPACTION METHOD 'R BACKFILL TRENCH WITH TAMPED 10'FILTER ASSEMBLY W> TACK COAT,MNDOT 2357 NATURAL SOIL G 2'BASE-2360 TYPE LV3 OMECTION or pFr `` PROVIDE 4'CUSS 5 UNDER CURB(TYP) NON-NEAR COURSE MIXTURE B(LVNW35030B) �' G� ORDINARY COMPACTION METHOD ''\� QI I a SI B"AGa BASE,CL 5 OR CL 6 • 'o; 3 :::::. F ` O1/211IIMNDOT 3135 • SPECIFIED DENSITY COMPACTION METHOD nio 1/2'A'T. APPROVED GRANULAR SUBBASE AS �j' 1 # ''/ :,I p I7 DETERMINED BY GEOTECHNICAL ENGINEER S �� w N • 40. i3 • 0 PAVING SHALL CONFORM TO THE LATEST EDITION OF MNDOYS EXTEND WIRE MESH ///J�" 6• K U w , STANDARD SPECIFICATIONS FOR CONSTRUCTION AND THE CITYS INTO TRENCH / ~� 001ESL �:'{��•� p_i 6' STANDARDS FOR STREET AND UTUTY CONSTRUCTION. 1)WRE MESH IS NOT REQUIREDT . >>,I-1" ,• Z ANCHORAGESI INPSITE ORT SOIL 2)CONTRACTOR IS RESPONSIBLE FOR HIGH-FLOW FABRIC NEENAH R-3067-V a p wR PAVING SECTION SHALL BE REVIEWED AND APPROVED BYID K p pi " U NOTE:FOR MECHANICALLY WO GEOTECHNICAL ENGINEER PRIOR TO ANY INSTALLATIONS REMOVAL OF ALL EROSION CONTROL MIRAFI FF101 MATERIALS FOLLOWING TURF =W Q=2 CURB,SHOE MAY BE TILTED. ESTABUSHMENT. -Z =tAI •,' ¢IZv .+; B612 CONCRETE CURB 2�W .. &GUTTER(TIP-OUT) BITUMINOUS PAVEMENT SILT FENCE WIMCO INLET PROTECTION wma - a N' ;) waa+ N a i 1.AGGREGATE SHALL BE THE FOLLOWING: la1"-1.5"DOUBLE WASHED STONE -OR- PLANTING SUGGESTIONS for BIO-FILTRATION BASINS H Ni - 1/4"-1/2"WASHED RIVER RUN PEA GRAVEL NATIVE PLANTS NATIVE TREES&SHRUBS NO 2.WELL-BLENDED FILTRATION MEDIA TO BE COMPRISED OF(BY VOLUME): JOE PYE NEED BIRCH r..7 m o RIVER 50-70R CLEAN CONSTRUCTION SAND(AASHTO M-6 OR ASTM C-33,GRAIN BLACK-EYED SUSAN RIVERTAMARCK alSIZE 0.02.-004') UT1LE/BIG BLUESTEM QUAKING ASPEN 30-50X ORGANIC LEAF COMPOST: MnDOT GRADE 2 COMPOST CULVER'S ROOT SWAMP MITE OAK 3.NO MINING OF SANDY SOILS ALLOWED IN BASIN. TALL MEADOW RUE SILVER MAPLE 4.FINAL GRADE ONLY UPON STABIUZATON OF UPSTREAM AREAS, YELLOW OR BLUE FLAG IRIS RED MAPLE 5.BASIN TO REMAIN UNLINED. PURPLE CONEFLOWER 'WILLOW MARSH MILKWEED RED-TWIG DOGWOOD 6.PROTECT BASIN FROM RUN-OFF DURING LOT CONSTRUCTION ACTIVITIES. GOLDENROD BLACK CHOKEBERRY PREPAREOPOR_ EXCAVATE BASIN TO FINAL GRADE ONLY UPON STABILIZATION OF CONTRIBUTING RATTLESNAKE AMERICAN HIGHBRUSH CRANBERRY ROSA DRAINAGE AREAS. BUTTONBUSH ARCHITECTURAL 7.USE LOW-IMPACT,EARTH MOVING EQUIPMENT(WIDE TRACK OR MARSH GROUP TRACK EQUIPMENT.OR UGHT-EQUIPMENT WITH TURF-TYPE TIRES.) PLANT MATERIAL TOLERANT OF INUNDATION AND WELL-GRADED PLANTING MEDIA DROUGHTLE (NATIVE PLANS RECOMMENDEDEMnDOT -SEE (SEE NOTE b2) 104 PR0IAOE Y Sltli[DOED 1T000 TABLE ABOVE RIGHT)OR USE INUN SEED MI%32B MULCH(MNOOT TYPE 6 AROUND (APPLICATION RATE=66 LBS/ACRE),SEED NOT + ` NEW MARIAM RECOMMFNDFO b /— . ." 1 ..VI 6'PERFORATED DRAINTILE W/SOCK I 7 I •I ,,1 I f ,C I -.-' ;o �!1' • AGGREGATE(SEE NOTE{1) SITE PLANNING .I l:)I I I. ' .4 ,I I I I I /'� 1 L' !,''.1:1 I, — W ! ' WEB ERwGG :(A I ;gin -l� PLOWS I t<r�I NON-WOVEN AGGREGATE (MnDOT II' �.t 1 •EROSION CONTROL BLANKET SUITABLE FOR TYPE 1)OVER AGGREGATE SEEDING(E.G.STRAW-COCONUT BLANKET) y 3'POROUS PAVEMENT ENGINEERING,INC, NQIE: ALLEVIATE ANY COMPACTED SOILS(BY ,I"- NOTE: OUTSIDE OF BID-FILTRATION BASIN, 2"MIN.3137 CA-45 VD/LAM lAItL OIOVE USING A PRIMARY TILLING OPERATION SUCH .I�,._ USE SOLID PIPE WITHOUT ROCK AND o o e o D°oOo 0 0 o O o 0 0 o WASHED AGGREGATE(CLASS R) SUITE 110 AS A CHISEL PLOW,RIPPER OR SUBSOILER) FABRIC. SEE PLAN FOR LOCATIONS o 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 o D o 0 0 0 0 0 TO 6"MIN.DEPTH PRIOR TO PLACING I {� po.000QOe00o00o0°0°o.D.O.Op000 LRIOIAKEti.MW 930N PLANTING MEDIA ppo 0 0 0 0 0 0 o D o 0 0 0 0 0 I l l� b o 0 0 0 0 0 0 0 0 0 0 0 o a SOIL SEPARATION FABRIC PHONE:1B61176td210 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IN-SITU SOILS 00000000000o0o00000o000000000 (MIRAFI 160N OR APPROVED EQUAL) FAX.16511361.0101 DRAINTILE ' ° ° ° ° ° ° ° ° ° ° ° ° ° ° °O°DOODO°°°°°O00°O°O°O°O°O°O° 18"WELL-GRADED PLANTING MEDIA o 0 0 0 0 0 0 0 0 0 0 0 0 0 t O 0 D O o 0 0 0 0 o D o o ./'`. 14"WASHED COARSE FILTER AGGREGATE D D O D O O o O D 0 0 0 0 0 Or 1°ODD°0°00D000o0o0°OOo0o0°0000 (3'TO 1-1/2'CRUSHED) (SEE NOTE M2) N.T.S. T o 0 0 0 0 0 0 0 0 0 0 0 0 < 0 0 o D o 0 0 0 0 0 0 0 0 t o 0 0 0 0 0 0 0 0 0 0 0 AGGREGATE BED W/ PERFORATED >000°o°o°o0000°0°000000000 4"PERFORATED PVC WRAPPED WITH DRAINTILE W/SOCK(SEE DETAIL AT T°o°o°oo 0 000 0 00000000o FILTER FABRIC(SEE PLAN FOR RIGHT) 7� ELEVATIONS) 1l III I III�I III I'I III = EXISTING SUBGRADE SOIL BIO-FILTRATION BASIN POROUS PAVEMENT 0 N.T.S. 0 N.T.S. 04 DETAILS