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• <br />RAN <br />DVIEW <br />� STORM WATER <br />• <br />POLLUTION <br />PREVENTION PLAN [SWPPPI <br />City of Lino Lakes, Minnesota <br />• <br />WIMCO INLET PROTECTION <br />NOT TO SCALE <br />5' <br />NOTE THE CONTRACTOR. AT HIS OPTION, MAY SUBSTITUTE <br />A GEO1EXISE FABRIC, SPEC. 3601 FOR THE GRANULAR <br />FILTER BLANKET UNLESS OTHERWISE SPECIFIED IN THE <br />PLANS THE FABRIC SHOULD COVER THE 6606 OF THE <br />RIPRAP. <br />RIP -RAP OVERFLOW <br />NOT TO SCALE <br />6' MINIMUM <br />WASHED ROCK <br />BOCK CONSTRUCTION ENTRANCE <br />NOT TO SCALE <br />1X- 20' SEE SEC. A-A <br />WIR <br />5$ N <br />ROTE: TE CQ4IRAC10L AT NS OP10L MAY S ESSNS <br />A CEOIECRE FABRIC SPEC Ma FO 1• 06166 * <br />6110 BIAIBRF LINES =MUSE BPEEFIED 01 110 <br />PLANS DIE FABRIC SWARD COVER TIE AREA 6 AE <br />WRAP AND 561DD UNDER 1FE OBVERT APRON 3 FEES. <br />RIP -RAP DETAIL <br />NOT TO SCALE <br />NOTES <br />- ALL JOINTS SHALL BE SOLVENT WELD EXCEPT AS NOTED. <br />- ALL PIPE TO BE SCHEDULE 40 <br />SERVICE CLEAN OUT <br />2' X r WOOD OR STEEL <br />POST 7 -7- 0.0. <br />WORE MESH REINFORCEMENT, STD. <br />FIELD FENCE 116. 30' HIGH, MAX. <br />MESH SPACING OF 6' AND MIN. <br />14 -1/2' GAUGE WINE 45 OPTIONAL <br />GEOTEXIILE FILTER FABRIC - <br />OVERLAP 6' AND FASTEN AT 2' <br />INTERVALS. LAY FABRIC N TRENCH. <br />FABRIC ANCHORAGE TRENCH. <br />BACKFILL TRENCH WITH TAMPED <br />NATURAL SOIL <br />O600140N OF RUNS <br />EXTEND NIff 11E5N <br />INTO TRENCH <br />SUPPORT.POST <br />ANCHORAGE 64-51111 SOL <br />11 f_ <br />NOTES: <br />1) WIRE ME54 15 NOT REQUIRED. <br />2) CONTRACTOR I5 RESPONSIBLE fOR <br />REMOVAL OF ALL EROSION CONTROL <br />MATERIALS FOLLOWING TURF <br />ESTABLISHMENT. <br />EROSION CONTROL MICE <br />NOT TO SCALE <br />NOT TO SCALE <br />FANGED CRA1E <br />ELEV= 890.10 <br />TOP WALL= 689.75 <br />10' DIAM. ORIFICE <br />INV 886.75 <br />WEIR WALL <br />— <br />/ PLANT MATERNAL TOLERANT OF <br />/ INUNDATION AND DROUGHT (NATIVE <br />PLAN15 RECOMMENDED) OR USE MnDOT <br />SEED MIXTURE 328 (RATE =88 LEIS /ACRE) <br />Il =-71,1141110-- ,� <br />WELL- GRADED PLANING <br />MEDUM (SEE NOTE 11) <br />AGGREGATE <br />(SEE NOTE 12) <br />NON -WOVEN GEOIEXITIE <br />(MnDOT TYPE 1) OVER <br />AGGREGATE <br />r PERFORATED DRAIN <br />W/ SOCK <br />NV 886.25 <br />(EXTEND. TO MANHOLE) <br />6' DRAINTILE <br />INV 886.25 <br />(ENNUIS THIS SIDE OF W06 WALL) <br />STABILIZATION BLANKET (SEE NOTE 13) <br />18' WELL-GRADED PLANTING MEDIUM <br />(SEE NOTE 11) <br />N-SIILI SOBS <br />AGGREGATE BED W/ 6' PERFORATED <br />DRAWEE W/ SOCK (SEE DETAIL AT LEFT) <br />HAAN NOTES, <br />1. WELL- GRADED PLANTING MEDIUM TO BE COMPRISED OF (81 <br />VOLUMEx <br />40X SEMI -COURSE WASHED OR NATIVE SAND <br />30X MnDOT GRADE '2 COMPOST <br />305 NATIVE TOPSOIL <br />2. AGGREGATE SHALL BE THE FOLLOWING` <br />1' -7S DOUBLE WASHED STONE <br />-OR_ <br />1/4' -1/2' WASHED RIVER RUN PEA GRAVEL <br />3. STABNZATION BLANKET TO BE SUITABLE FOR SEEDING (E.G. <br />STRAW- COCONUT BLANKET). <br />4. NO MINING OF SANDY SOBS ALLOWED N BASIN. <br />5. FINAL GRADE ONLY UPON STABILIZATION OF UPSTREAM AREAS. <br />5. MO-FILTRATION BASIN TO REMAIN UNLINED. <br />7. PROTECT BASIN FROM RUN -OFF DURING LOT CONSTRUCTION <br />ACTIVITIES. CONSTRUCT BASIN ONLY UPON STABILIZATION OF <br />UPSTREAM AREAS <br />8. USE NON - PERFORATED DRAWEE OUTSIDE OF BASIL <br />RIO- FILTRATION BASIN <br />NOT TO SCALE <br />1/2' DP. <br />GRA1E G,LLVA1® <br />S LANG HINGES <br />MBAMOR 1/2' <br />1/4' Nom 6Y 1 I/Y YAM BY <br />56 5/8' LONG 0400. PLATE <br />1/2' OAMEIFI, B' LONG <br />1FWEADED- ANCHOR ISLE <br />WON 1 1/4' FLAT WASHER <br />AND NR N 4 LOCATORS <br />51011 BAND 1/4' 14401 67 <br />1 1/2' MODE BY 7-B 5/8' LON0 <br />MAPPED AROUND AND <br />WELDED TO 57EE. ROLOS <br />CONCRETE OUTLET STRUCTURE <br />NO SCALE <br />57 <br />518• STEEL ROOS <br />4 0.C. EACH WAY <br />BELD AT EACH <br />INTERSECTION <br />STEEL PLATE 1/4' THICK <br />MELDED TO STEEL R006 <br />TYPICAL. 4 LOCATIONS <br />TOP VIEW <br />DRAWN BY: <br />B.J.B. <br />CHCKD BY: <br />C.C.S. <br />DESIGN BY <br />CGS <br />PROD. 140. <br />07 -1131 <br />ORIGINAL DATE <br />MAY 14. 2007 <br />• <br />5 <br />a <br />O <br />1 -z2 <br />W <br />ROYAL OAKS <br />REALTY <br />1000 COUNTY RD $141S1 <br />0110REVIEW, MN 55128 <br />PHONE (851) 483 -5518 <br />SITE PLANNING <br />& ENGIIEERNG <br />��PIRB//RBL�p�O�eW,p��B �pE� <br />LNNINLLWNL INC. <br />6778 LAKE DRIVE <br />Suitt 110 <br />IO4O LAKES, MN 55014 <br />PROBE (651) 381 -8210 <br />FAX (651) 361 -6701 <br />C4 <br />