Plan Commission Meeting — Documents

DANIEL R. TALARCZYK, P.E., P.L.S. : Tel. 414.315.7959 CONSTRUCTION DOCUMENTSKLITZKE DRIVEWAYNEW GLARUS, WI INDEX TO DRAWINGSSHEET NO.DRAWING TITLE1COVER & INDEX2PLAN & PROFILE3EROSION CONTROL4-6CROSS-SECTIONS7DETAILS PROJECT LOCATION WISCONSINDANIEL R.TALARCZYKE-42053MILWAUKEEWINNNIISSOOEEE EFR RGALP VICINITY MAP N 1+002+003+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18IN ST 1118 1120 1122 1124 1126 1128 1130 1132 1096 1098110011021104110611081110111211141116 1088109010921094 107210721074 1074 1076 1076 1078 10781080 1080 1082 1082 1084 1084 1086 1086 1088 1088 1090 1090109210941096109811001102110411061108 1110 1100 1102 1102 1104 1104 1106 110611061106 1108 1108 1110 1110 1112 1112 11141116111811201122112411261128113011321134 1134 11321130 11281126 11241122 11201118 1116 1114 1113 1113 1114 1111110911071105110311011099109710951093 1091 1089 1089 10751077107910811083108510871089 1088 1090 1092 1094109210901088 1088 1090 1092109410961098110011021104110611081110111211141116 1094109610981100110211041106110811101112 1113 1112 1110 110811091111 1113 111511131111 1117 1119 112111231125112711291131 1133 1114 1112 11121114 11161118 11161114 11161118112011221124 112611281130 1132113311311129 StationKLITZKE PROFILE 103210361040104410481052105610601064106810721076108010841088109210961100110411081112111611201124112811321136114011441148115211561160116411681172117611801184118811920+501+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+00 0+501+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+00 -2.97%-3.77% -1.31% -5.23% 0.86% -8.64% -0.68% -1.74%GB STA = 4+00.00ELEV = 1135.07 PVI STA: 4+54.36PVI ELEV: 1133.30K: 26.60LVC: 38.76BVCS: 4+34.99BVCE: 1134.03EVCS: 4+73.74EVCE: 1132.29 PVI STA: 12+62.58PVI ELEV: 1114.57K: 9.14LVC: 86.88BVCS: 12+19.14BVCE: 1114.19 EVCS: 13+06.02EVCE: 1110.82 HIGH PT. STA: 12+27.04HIGH PT ELEV: 1114.23PVI STA: 17+00.00PVI ELEV: 1090.14K: 46.41LVC: 70.07BVCS: 16+64.96BVCE: 1090.38 EVCS: 17+35.04EVCE: 1089.37 PVI STA: 7+82.16PVI ELEV: 1116.17K: 29.16LVC: 114.32BVCS: 7+25.00BVCE: 1119.16 EVCS: 8+39.33EVCE: 1115.42 PVI STA: 10+47.08PVI ELEV: 1112.71K: 34.21LVC: 74.25BVCS: 10+09.95BVCE: 1113.19 EVCS: 10+84.20EVCE: 1113.03 LOW PT. STA: 10+54.65LOW PT ELEV: 1112.90PVI STA: 15+32.00PVI ELEV: 1091.29K: 8.00LVC: 63.65BVCS: 15+00.17BVCE: 1094.04EVCS: 15+63.83EVCE: 1091.07 PROPOSED FINISHEDSURFACE EXISTING GROUNDSURFACE REV. NO.DATEREVISION DESCRIPTIONBYAPVD2 PROJECT NO:DATE:SHEET:SEPTEMBER 2026 APVDDRDSGNDRAWING DESC:PLAN & PROFILE N KLITZKE DRIVEWAY CONSTRUCTION DOCUMENTSDANIEL R. TALARCZYK P.E., P.L.S.NEW GLARUS, WI D. TALARCZYKR. CHAVEZD. TALARCZYKHORIZONTAL DATUMWISCONSIN COUNTYCOORDINATE SYSTEM,GREEN COUNTY ZONENAD83 (2011)VERTICAL DATUMNAVD88 NORTHAMERICAN VERTICALDATUM OF 1988 (2012) PROPOSED 18" DIAMETERRCP CULVERT WITH APRONENDWALLS BUILDINGENVELOPES EXISTING CONTOUR PROPOSED CONTOUR 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 1118 1120 1122 1124 1126 1128 1130 1132 1096 1098110011021104110611081110111211141116 1088109010921094 107210721074 1074 1076 1076 1078 10781080 1080 1082 1082 1084 1084 1086 1086 1088 1088 1090 1090109210941096109811001102110411061108 1110 1100 1100 1102 1102 1104 1104 1106 110611061106 1108 1108 1110 1110 1112 1112 11141116111811201122112411261128113011321134 1134 11321130 11281126 11241122 11201118 1116 1114 1113 1113 1114 1111110911071105110311011099109710951093 1091 1089 1089 10751077107910811083108510871089 1088 1090 1092 1094109210901088 1088 1090 1092109410961098110011021104110611081110111211141116 1094109610981100110211041106110811101112 1113 1112 1110 110811091111 1113 111511131111 1117 1119 112111231125112711291131 1133 1114 111211121114 11161118 11161114 11161118112011221124 112611281130 1132113311311129 X X X X X X X X XX X X X XX REV. NO.DATEREVISION DESCRIPTIONBYAPVD3 PROJECT NO:DATE:SHEET:SEPTEMBER 2026 APVDDRDSGNDRAWING DESC:EROSION CONTROL N KLITZKE DRIVEWAY CONSTRUCTION DOCUMENTSDANIEL R. TALARCZYK P.E., P.L.S.NEW GLARUS, WI D. TALARCZYKR. CHAVEZD. TALARCZYKHORIZONTAL DATUMWISCONSIN COUNTYCOORDINATE SYSTEM,GREEN COUNTY ZONENAD83 (2011)VERTICAL DATUMNAVD88 NORTHAMERICAN VERTICALDATUM OF 1988 (2012) 50' STONETRACKING PADTEMPORARY DITCH CHECKS, WATTLES(TYP). TO BE INSTALLED WHEN DITCHESARE ROUGH-GRADED AND ABLE TOCARRY WATERDIRECTION OF RUNOFF FLOWFROM IMPERVIOUS GRAVELSURFACE - DRIVEWAY ISCROWNED TO DIRECT FLOWTO ADJACENT DITCHES ANDOVERLAND FLOW EROSION CONTROL NOTES:1.ALL WORK SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR HIGHWAY ANDSTRUCTURE CONSTRUCTION, STATE OF WISCONSIN, LATEST EDITION, UNLESS OTHERWISE CALLED FORON THE PLANS, SPECIFICATIONS OR SPECIAL PROVISIONS.2.ALL EROSION CONTROL MEASURES SPECIFIED ON THIS PLAN SHALL MEET THE DESIGN CRITERIA,STANDARDS AND SPECIFICATIONS AS SET FORTH IN THE DEPARTMENT OF NATURAL RESOURCESWISCONSIN BEST MANAGEMENT PRACTICE HANDBOOK AND TECHNICAL STANDARDS.3.EROSION CONTROL SHALL BE IN ACCORDANCE WITH THE TOWN OF NEW GLARUS EROSION CONTROLORDINANCE AND CHAPTER NR216 OF THE WISCONSIN ADMINISTRATIVE CODE.4.INSTALL SEDIMENT CONTROL PRACTICES (TRACKING PAD, PERIMETER SILT FENCE, ETC.) PRIOR TOINITIATING OTHER LAND DISTURBING CONSTRUCTION ACTIVITIES.5.ALL ACTIVITIES ON THE SITE SHALL BE CONDUCTED IN A LOGICAL SEQUENCE TO MINIMIZE THE AREA OFBARE SOIL EXPOSED AT ANY ONE TIME. REFER TO THE CONSTRUCTION SEQUENCING PLAN FORADDITIONAL INFORMATION.6.A 3" CLEAR STONE TRACKING PAD SHALL BE INSTALLED AT THE END OF ROAD CONSTRUCTION LIMITS TOPREVENT SEDIMENT FROM BEING TRACKED ONTO THE ADJACENT PAVED PUBLIC ROADWAY. SEDIMENTTRACKING PAD SHALL CONFORM TO WISDNR TECHNICAL STANDARD 1057. SEDIMENT REACHING THEPUBLIC ROAD SHALL BE REMOVED BY STREET CLEANING (NOT HYDRAULIC FLUSHING) BEFORE THE ENDOF EACH WORK DAY.7.CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE CLEANLINESS OF THE PROJECT ANDPUBLIC ROADWAYS DURING CONSTRUCTION PER THE REQUIREMENTS SET FORTH BY THE LOCAL ANDCOUNTY AGENCIES. STREETS SHALL BE KEPT FREE OF SILT OR DIRT TRACKED FROM AREAS UNDERCONSTRUCTION BY SWEEPING OR OTHER APPROPRIATE MEASURES.8.EROSION CONTROL IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ACCEPTANCE OF THISPROJECT. EROSION CONTROL MEASURES AS SHOWN SHALL BE THE MINIMUM PRECAUTIONS THAT WILLBE ALLOWED. ADDITIONAL EROSION CONTROL MEASURES, AS REQUESTED IN WRITING BY THE STATE ORLOCAL INSPECTORS, OR THE TOWN'S ENGINEER, SHALL BE INSTALLED WITHIN 24 HOURS.9.UPON COMPLETION OF THE WORK AS SPECIFIED, RESPREAD FOUR (4") INCHES OF SALVAGED TOPSOILOVER ALL DISTURBED AREAS AND PROVIDE SEED, FERTILIZER AND MULCH PER THE STANDARDSPECIFICATIONS.a.SEED MIX SHOULD INCLUDE A MIXTURE OF ANNUAL RYEGRASS (LOLIUM MULTIFLORUM) APPLIED AT ARATE OF 15LBS/ACRE AND RED TOP (AGROTIS ALBA) APPLIED AT A RATE OF 4LBS/ACRE.b.MULCH SHALL BE APPLIED AT A THICKNESS OF 12" TO 1-1/2" STRAW OR HEY, CRIMPED PER SECTION607.3.2.3 OR OTHER RATE OR METHOD PER SECTION 627, WISCONSIN D.O.T. STANDARDSPECIFICATIONS FOR HIGHWAY AND STRUCTURE CONSTRUCTION.10.SEED, FERTILIZER AND MULCH SHALL BE APPLIED WITHIN 7 DAYS AFTER FINAL GRADE HAS BEENESTABLISHED. IF DISTURBED AREAS WILL NOT BE RESTORED IMMEDIATELY AFTER ROUGH GRADING,TEMPORARY SEED SHALL BE PLACED. THIS SHALL CONSIST OF ANNUAL OATS APPLIED AT THE RATE OF3LBS/1,000 SQ. FT. FOR SPRING AND SUMMER PLANTING OR WINTER WHEAT OR RYE AT THE SAME RATEFOR FALL PLANTINGS.11.ALL EROSION CONTROL DEVICES SHALL BE ROUTINELY INSPECTED EVERY SEVEN DAYS AND WITHIN 24HOURS OF A RAINFALL GREATER THAN 0.5 INCHES. CONTRACTOR IS REQUIRED TO PERFORMINSPECTIONS, KEEP A LOG, AND REPAIR BMP'S AS NEEDED.12.CHANNELIZED RUNOFF: FROM ADJACENT AREAS PASSING THROUGH THE SITE SHALL BE DIVERTEDAROUND DISTURBED AREAS.13.STABILIZED DISTURBED GROUND: TEMPORARY STABILIZATION AND CONTROL MEASURES (SEEDING,MULCHING, TARPING, EROSION MATTING, BARRIER FENCING, ETC.) ARE REQUIRED FOR THE PROTECTIONOF DISTURBED AREAS AND SOIL PILES, WHICH WILL REMAIN UN-WORKED FOR A PERIOD OF MORE THAN14-CONSECUTIVE CALENDAR DAYS, THESE MEASURES SHALL REMAIN IN PLACE UNTIL SITE HASSTABILIZED.14.SILT FENCE SHALL BE INSTALLED PER WDNR TECHNICAL PRACTICE STANDARD 1056 AS INDICATED ONTHE PLAN AND PRIOR TO COMMENCEMENT OF EXCAVATION ACTIVITIES.b.INSTALLED FENCE SHALL BE A MINIMUM OF 14 INCHES HIGH AND SHALL NOT EXCEED 28 INCHES INHEIGHT MEASURED FROM THE INSTALLED GROUND ELEVATION.c.SILT FENCE SHALL BE REMOVED ONCE THE DISTURBED AREA IS PERMANENTLY STABILIZED AND NOLONGER SUSCEPTIBLE TO EROSION.15.DITCH CHECKS SHALL BE INSTALLED PER WDNR TECHNICAL STANDARD 1062 AS INDICATED ON THE PLANAND UNTIL PERMANENT STABILIZATION PRACTICES CAN BE APPLIED.16.EROSION MAT (CLASS I, TYPE A URBAN PER WISCONSIN D.O.T. P.A.L.) SHALL BE INSTALLED ON ALLSLOPES 3:1 OR GREATER BUT LESS THAN 1:117.EROSION MAT (CLASS I, TYPE B URBAN PER WISCONSIN D.O.T. P.A.L.) SHALL BE INSTALLED ON THEBOTTOM (INVERT) OF ROADSIDE DITCHES/SWALES AS SHOWN ON THIS PLAN, 1 ROLL WIDTH.18.SILT FENCE SHALL BE INSTALLED ALONG THE CONTOURS AT 100 FOOT INTERVALS DOWN THE SLOPE ONTHE DISTURBED SLOPES STEEPER THAN 5%.19.THE TOWN, AND/OR ENGINEER MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES AT ANY TIMEDURING CONSTRUCTION. GENERAL NOTES:1.THERE ARE NO WETLANDS ON THIS PROPERTY PERTHE WDNR's WETLAND INVENTORY.2.THERE IS NO FLOODPLAIN ON THIS PROPERTY.SCHEDULE SEQUENCE:·INSTALL EROSION CONTROL DEVICES·COMMENCE GRADING OPERATION·COMMENCE WITH SEED ESTABLISHMENT PROPOSED 18" DIAMETERRCP CULVERT WITHAPRON ENDWALLSSILT FENCE(SEE NOTES) 5+00.00 11241128113211361140 11241128113211361140 01020304050 0 -10-20-30-40-50 3:1 -2.00% 5:1 3:15:1 -2.00%Off:0.00El: 1130.92 Off:12.00El: 1130.64Off:29.13El: 1131.75Off:-12.00El: 1130.64Off:-25.61El: 1130.58Off:-21.00El: 1129.04Off:-20.00El: 1129.04Off:20.00El: 1129.04Off:21.00El: 1129.04 Off:-10.00El: 1130.72 Off:10.00El: 1130.72 6+00.00 111611201124112811321136 111611201124112811321136 01020304050 0 -10-20-30-40-50 -2.00% 5:1 3:15:1 -2.00% 4:1Off:-33.76El: 1120.62 Off:-12.00El: 1125.41 Off:0.00El: 1125.69Off:12.00El: 1125.41Off:28.03El: 1126.15Off:-21.00El: 1123.81 Off:-20.00El: 1123.81Off:20.00El: 1123.81Off:21.00El: 1123.81 Off:-10.00El: 1125.49 Off:10.00El: 1125.49 7+00.00 1108111211161120112411281132 1108111211161120112411281132 01020304050 0 -10-20-30-40-50 -2.00% 5:1 3:1 5:1 -2.00% 4:1Off:-34.12El: 1115.30 Off:-12.00El: 1120.18 Off:0.00El: 1120.46 Off:12.00El: 1120.18 Off:39.16El: 1124.64Off:-21.00El: 1118.58 Off:-20.00El: 1118.58Off:20.00El: 1118.58Off:21.00El: 1118.58 Off:-10.00El: 1120.26 Off:10.00El: 1120.26 10+00.00 11001104110811121116112011241128 11001104110811121116112011241128 01020304050 0 -10-20-30-40-50 -2.00% 5:1 3:1 5:1 -2.00% 4:1Off:-37.41El: 1107.34 Off:-12.00El: 1113.04 Off:0.00El: 1113.32 Off:12.00El: 1113.04 Off:38.02El: 1117.12Off:-21.00El: 1111.44Off:-20.00El: 1111.44Off:20.00El: 1111.44Off:21.00El: 1111.44 Off:-10.00El: 1113.12 Off:10.00El: 1113.12 9+00.00 11041108111211161120112411281132 11041108111211161120112411281132 01020304050 0 -10-20-30-40-50 4:1 -2.00% 5:1 3:1 5:1 -2.00% Off:-24.58El: 1111.86Off:-12.00El: 1114.35 Off:0.00El: 1114.63Off:12.00El: 1114.35 Off:41.88El: 1119.71 Off:-21.00El: 1112.75Off:-20.00El: 1112.75Off:20.00El: 1112.75Off:21.00El: 1112.75 Off:-10.00El: 1114.43 Off:10.00El: 1114.43 8+00.00 1104110811121116112011241128 1104110811121116112011241128 01020304050 0 -10-20-30-40-50 -2.00% 5:1 3:1 5:1 -2.00% 4:1Off:-27.03El: 1112.81 Off:-12.00El: 1115.92 Off:0.00El: 1116.20 Off:12.00El: 1115.92 Off:35.13El: 1119.03Off:-21.00El: 1114.32 Off:-20.00El: 1114.32Off:20.00El: 1114.32Off:21.00El: 1114.32 Off:-10.00El: 1116.00 Off:10.00El: 1116.00 REV. NO.DATEREVISION DESCRIPTIONBYAPVD4 PROJECT NO:DATE:SHEET: KLITZKE DRIVEWAY CONSTRUCTION DOCUMENTSDANIEL R. TALARCZYK P.E., P.L.S.NEW GLARUS, WIJULY 2024 APVDDRDSGND. TALARCZYKR. CHAVEZD. TALARCZYKHORIZONTAL DATUMWISCONSIN COUNTYCOORDINATE SYSTEM,GREEN COUNTY ZONENAD83 (2011)VERTICAL DATUMNGVD88 NNORTHAMERICAN VERTICALDATUM OF 1988 (2012)DRAWING DESC:CROSS-SECTION 11+00.00 1100110411081112111611201124 1100110411081112111611201124 01020304050 0 -10-20-30-40-50 -2.00% 5:1 3:15:1 -2.00% 4:1Off:-31.44El: 1108.68 Off:-12.00El: 1112.89 Off:0.00El: 1113.17 Off:12.00El: 1112.89 Off:34.69El: 1115.85Off:-21.00El: 1111.29 Off:-20.00El: 1111.29Off:20.00El: 1111.29Off:21.00El: 1111.29 Off:-10.00El: 1112.97 Off:10.00El: 1112.97 12+00.00 110411081112111611201124 110411081112111611201124 01020304050 0 -10-20-30-40-50 3:1 -2.00% 5:1 3:1 5:1 -2.00%Off:-22.70El: 1112.72Off:-12.00El: 1113.75 Off:0.00El: 1114.03 Off:12.00El: 1113.75 Off:35.59El: 1117.01 Off:-21.00El: 1112.15Off:-20.00El: 1112.15Off:20.00El: 1112.15Off:21.00El: 1112.15 Off:-10.00El: 1113.83 Off:10.00El: 1113.83 13+00.00 1100110411081112111611201124 1100110411081112111611201124 01020304050 0 -10-20-30-40-50 3:1 -2.00% 5:1 3:15:1 -2.00%Off:-24.44El: 1110.58Off:-12.00El: 1111.04 Off:0.00El: 1111.32 Off:12.00El: 1111.04 Off:33.23El: 1113.51Off:-21.00El: 1109.44Off:-20.00El: 1109.44Off:20.00El: 1109.44Off:21.00El: 1109.44 Off:-10.00El: 1111.12 Off:10.00El: 1111.12 16+00.00 1080108410881092109611001104 1080108410881092109611001104 01020304050 0 -10-20-30-40-50 -2.00% 5:1 3:15:1 -2.00% 4:1Off:-34.21El: 1085.64 Off:-12.00El: 1090.54 Off:0.00El: 1090.82Off:12.00El: 1090.54 Off:37.56El: 1094.46Off:-21.00El: 1088.94 Off:-20.00El: 1088.94Off:20.00El: 1088.94Off:21.00El: 1088.94 Off:-10.00El: 1090.62 Off:10.00El: 1090.62 15+00.00 1084108810921096110011041108 1084108810921096110011041108 01020304050 0 -10-20-30-40-50 4:1 -2.00% 5:1 3:1 5:1 -2.00%Off:-24.42El: 1091.32 Off:-12.00El: 1093.77 Off:0.00El: 1094.05Off:12.00El: 1093.77 Off:37.25El: 1097.59 Off:-21.00El: 1092.17Off:-20.00El: 1092.17Off:20.00El: 1092.17Off:21.00El: 1092.17 Off:-10.00El: 1093.85 Off:10.00El: 1093.85 14+00.00 109611001104110811121116 109611001104110811121116 01020304050 0 -10-20-30-40-50 3:1 -2.00% 5:1 3:15:1 -2.00%Off:-22.48El: 1101.31 Off:-12.00El: 1102.41 Off:0.00El: 1102.69Off:12.00El: 1102.41 Off:34.71El: 1105.38 Off:-21.00El: 1100.81Off:-20.00El: 1100.81Off:20.00El: 1100.81Off:21.00El: 1100.81 Off:-10.00El: 1102.49 Off:10.00El: 1102.49 REV. NO.DATEREVISION DESCRIPTIONBYAPVD5 PROJECT NO:DATE:SHEET: KLITZKE DRIVEWAY CONSTRUCTION DOCUMENTSDANIEL R. TALARCZYK P.E., P.L.S.NEW GLARUS, WISEPTEMBER 2026 APVDDRDSGND. TALARCZYKR. CHAVEZD. TALARCZYKHORIZONTAL DATUMWISCONSIN COUNTYCOORDINATE SYSTEM,GREEN COUNTY ZONENAD83 (2011)VERTICAL DATUMNGVD88 NNORTHAMERICAN VERTICALDATUM OF 1988 (2012)DRAWING DESC:CROSS-SECTION 17+00.00 1068107210761080108410881092109611001104 1068107210761080108410881092109611001104 0102030405060708090 0 -10-20-30-40-50-60-70-80-90-100-110-120-130 4:1 -2.00% 5:1 3:15:1 -2.00% Off:-120.94El: 1074.58 Off:-60.82El: 1088.75 Off:0.00El: 1090.01Off:60.82El: 1088.75 Off:85.04El: 1092.15 Off:-69.97El: 1087.17Off:-68.96El: 1087.17 Off:68.95El: 1087.17Off:69.97El: 1087.17 Off:-55.92El: 1088.89 Off:58.77El: 1088.83 REV. NO.DATEREVISION DESCRIPTIONBYAPVD6 PROJECT NO:DATE:SHEET: KLITZKE DRIVEWAY CONSTRUCTION DOCUMENTSDANIEL R. TALARCZYK P.E., P.L.S.NEW GLARUS, WISEPTEMBER 2026 APVDDRDSGND. TALARCZYKR. CHAVEZD. TALARCZYKHORIZONTAL DATUMWISCONSIN COUNTYCOORDINATE SYSTEM,GREEN COUNTY ZONENAD83 (2011)VERTICAL DATUMNGVD88 NNORTHAMERICAN VERTICALDATUM OF 1988 (2012)DRAWING DESC:CROSS-SECTION REV. NO.DATEREVISION DESCRIPTIONBYAPVD7 PROJECT NO:DATE:SHEET:SEPTEMBER 2026 APVDDRDSGNDRAWING DESC:DETAILS D. TALARCZYKR. CHAVEZD. TALARCZYKHORIZONTAL DATUMWISCONSIN COUNTYCOORDINATE SYSTEM,GREEN COUNTY ZONENAD83 (2011)VERTICAL DATUMNAVD88 NORTHAMERICAN VERTICALDATUM OF 1988 (2012) FLOW FLOW COMPACTED FILL CONSTRUCTION OF A SILT FENCEFLOWFilter FabricFLOW 1. SET THE STAKES. FLOW NTS EXTENSION OF FABRICINTO THE TRENCH. 2. EXCAVATE A 4"X4" TRENCHUPSLOPE ALONG THE LINEOF STAKES. 3. STAPLE FILTER MATERIALTO STAKES AND EXTENDIT INTO THE TRENCH.4. BACKFILL AND COMPACTTHE EXCAVATED SOIL. KLITZKE DRIVEWAY CONSTRUCTION DOCUMENTSDANIEL R. TALARCZYK P.E., P.L.S.NEW GLARUS, WI 24' WIDE ROAD BASE 5:1 5:1 2% 2% TYPICAL CROSS SECTION12-INCH CRUSHED AGGREGATE BASE COURSE4-INCHES OF 1-1/4" BASE AGGREGATE DENSE8-INCHES OF 3" BASE AGGREGATE DENSE STRAW WATTLE INSTALLATIONNTS RESTORE WITHTOPSOIL TOSHOULDER 3:1 8' 4:1 1' 8' 1' 3:14:1 4% 4% 10' TRAVEL LANE2'10' TRAVEL LANE2'