Dial or (800)

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2 GENERAL NOTES 2 EROSION CONTROL ITEMS TO BE PLACED AS SHOWN ON THE PLAN OR AS DIRECTED BY THE ENGINEER. NO TREES (AND/OR SHRUBS) ARE TO BE REMOVED WITHOUT THE APPROVAL OF THE ENGINEER. 2 EXCAVATION FOR STRUCTURES SHALL INCLUDE FURNISHING, PLACEMENT AND COMPACTION OF ANY FILL MATERIAL REQUIRED TO PROVIDE A SUITABLE FOUNDATION FOR SUBSTRUCTURE UNITS. THE S OF EXISTING AND PROPOSED UTILITY INSTALLATIONS AS EXISTING SHOWN ON THE PLANS ARE APPROXIMATE. THERE MAY BE OTHER UTILITY ` INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. 2' 11'\ - 12'\ 11'\ - 13'\ 2' DISTURBED AREAS WITHIN THE RIGHT-OF-WAY, EXCLUSIVE OF THE 0.5' EXISTING ` OF 195th STREET 0.5' ROADBED, SHALL BE FERTILIZED, SEEDED AND MULCHED AS DIRECTED BY THE ENGINEER. 4:1 4:1 4'\ 4% 2% 2% 2' 4% 4:1 4:1 WHEN THE QUANTITY OF THE ITEM OF BASE AGGREGATE DENSE IS MEASURED FOR PAYMENT BY THE TON, THE DEPTH OR THICKNESS OF THE LAYER SHOWN ON THE PLANS IS APPROXIMATE AND THE ACTUAL THICKNESS WILL DEPEND ON THE DISTRIBUTION OF THE MATERIAL AS DIRECTED BY THE ENGINEER. ASPHALTIC REMOVAL IS INCLUDED IN THE ITEM EXCAVATION COMMON. 1' CONCRETE CURB & GUTTER 30-INCH TYPE D (TYP.) ASPHALTIC SURFACE TYP. SALVAGE TOPSOIL SHALL BE PLACED ON THE SLOPES, TO THE POINT OF INTERCEPT WITH THE ORIGINAL GROUND SHOWN ON THE CROSS SECTIONS. BASE AGGREGATE DENSE 1 -INCH THE DEPARTMENT OF TRANSPORTATION WILL FURNISH THE CONTRACTOR WITH A MONUMENT TO BE INSTALLED BY THE CONTRACTOR AS DIRECTED BY THE ENGINEER. EXISTING TYPICAL SECTION (SOUTH APPROACH) ELEVATIONS SHOWN ON THIS PLAN ARE REFERENCED TO THE DATUM NAVD88(2012). ASPHALT SURFACE SHALL USE " NOMINAL AGGREGATE SIZE. UTILITIES EXISTING XCEL ENERGY AT&T ` 1414 W. HAMILTON AVE. 304 S. DEWEY STREET 2' 11'\ 11'\ 2' EAU CLAIRE, WI EAU CLAIRE, WI :1 4:1 0.5' 4'\ 4% 2.9% MAX. EXISTING ` OF 195th STREET 2.9% MAX. 0.5' 2' 4% 4:1 ATTN: CORISSA SEELY corissa.e.seely@xcelenergy.com ATTN: BRADY GARDOW brady.p.gardow@xcelenergy.com ATTN: RICK PODOLAK rp4514@att.com TOWN OF LaFAYETTE CONCRETE CURB & GUTTER 30-INCH TYPE D (TYP.) ASPHALTIC SURFACE 1' TYP. 4:1 CHARTER COMMUNICATIONS 1201 McCANN DR. ALTOONA, WI ATTN: SHANE YODER ext th STREET CHIPPEWA FALLS, WI ATTN: DAVID STABER, CHAIRMAN lafayette@lafayettetownship.org BASE AGGREGATE DENSE 1 -INCH shane.yoder@charter.com EXISTING TYPICAL SECTION (NORTH APPROACH) DENOTES UTILITIES THAT ARE NOT DIGGERS HOTLINE MEMBERS ** TOWN TOWN OF LaFAYETTE, CHAIRMAN th STREET CHIPPEWA FALLS, WI ATTN: DAVID STABER DIGGERS HOTLINE dstaber@charter.net WISCONSIN DEPARTMENT OF Dial or (800) DESIGNER AYRES ASSOCIATES 3433 OAKWOOD HILLS PARKWAY NATURAL RESOURCES CONTACT: AMY CRONK 800 WEST MAPLE STREET EAU CLAIRE, WI ATTN: CHRIS McMAHON, PE SPOONER, WI mcmahonc@ayresassociates.com amy.cronk@wisconsin.gov PROJECT NO: HWY: 195th STREET COUNTY: CHIPPEWA TYPICAL SECTIONS SHEET E U:\ Chippewa Co - Tn LaFayette - 195th St\RDWY\ ty.dgn PENTABLE:Wisdot_shd.tbl walderak 1:100 WISDOT/CADDS SHEET 42

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5 2 N 2 LAKE WISSOTA BOAT RAMP ADJUSTING INLET COVERS EXISTING STRUCTURE (B-9-40) TO BE REMOVED ADJUSTING MANHOLE COVERS ELEV MATCH ' ' MATCH ` OF 195th STREET ' 12' MH MATCH BOLT BM MATCH STRUCTURE B ADJUSTING INLET COVERS IP 18" P PAINT LIGHT CONNECTION EXISTING STORM SEWER REMOVE EXISTING 18" OULET PLACE SSPRC CLASS I18-INCH 30" CREEK SPRING CURB & GUTTER GRADES/STORM SEWER PROJECT NO: HWY: 195th STREET COUNTY: CHIPPEWA CONSTRUCTION DETAILS SHEET E U:\ Chippewa Co - Tn LaFayette - 195th St\RDWY\ cd.dgn PENTABLE:Wisdot_shd.tbl walderak 1:100 WISDOT/CADDS SHEET 42

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7 2 NOTE: EROSION CONTROL MEASURES ARE TO STAY WITHIN ROADWAY RIGHT-OF-WAY. 2 BLDG QRT. LINE LAKE WISSOTA IP PK 6" EXISTING R/W 5" PK #7 PE AT&T BLDG PI " SLOPE BLDG INTERCEPT XCEL ENERGY TOWN OF LAFAYETTE #3 #8 BOLT BM TEMPORARY SHORING EXISTING STRUCTURE (B-9-40) TO BE REMOVED PC #2 # MH SLOPE INTERCEPT BOAT RAMP ` OF 195th STREET PI TOWN OF LAFAYETTE GV QRT. LINE PT BLDG PI N #1 PK GUY BM POST PK RR SPIKE " P LIGHT MH ' #6 IP 18" P 195th STREET IP EXISTING R/W BM# BEGIN PROJECT STA Y = X = SPRING 30" TOWN OF LAFAYETTE SLOPE INTERCEPT EXISTING DOCK STRUCTURE B XCEL ENERGY/ CHARTER COMMUNICATIONS CREEK PAINT SLOPE INTERCEPT END PROJECT STA Y = X = " #4 8" BLDG PK FOUND SPIKE BM (ASPHALT) PK 33' HYDROLOGIC SOIL GROUP A B C D SLOPE RANGE SLOPE RANGE SLOPE RANGE SLOPE RANGE (PERCENT) (PERCENT) (PERCENT) (PERCENT) LAND USE: & OVER & OVER & OVER ROW CROPS & OVER LEGEND EROSION MAT CLASS II TYPE C MEDIAN STRIP TURF SILT FENCE SIDE SLOPE TURF HIGH WATER 2 EL RIPRAP HEAVY PAVEMENT: ASPHALT TURBIDITY BARRIER CONCRETE BRICK DRIVES, WALKS ROOFS GRAVEL ROADS, SHOULDERS TOTAL PROJECT AREA = ACRES TOTAL AREA EXPECTED TO BE DISTURBED BY CONSTRUCTION ACTIVITIES = ACRES PROJECT NO: HWY: 195th STREET COUNTY: CHIPPEWA EROSION CONTROL SCALE, FEET SHEET E U:\ Chippewa Co - Tn LaFayette - 195th St\RDWY\ eros.dgn 6/25/2018 PENTABLE:Wisdot_shd.tbl walderak 1: WISDOT/CADDS SHEET 40

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9 DETAILED SUMMARY OF MISCELLANEOUS QUANTITIES SEEDING MIXTURE NO CLEARING STA LB CONCRETE SIDEWALK 4-INCH GRUBBING SF SEEDING TEMPORARY STA LB STORM SEWER PIPE CLASS III 18-INCH REMOVING CURB & GUTTER POSTS WOOD 4x6-INCH x 12-FT EACH REMOVING CONCRETE SIDEWALK SY ADJUSTING MANHOLE COVERS EACH SIGNS TYPE II REFLECTIVE H SF ADJUSTING INLET COVERS REMOVING STORM SEWER (SIZE) EACH SIGNS TYPE II REFLECTIVE F SF WATER * EARTHWORK SUMMARY MGAL STATION EXC. COMMON CY ** P ** FILL CY BORROW CY WASTE CY SALVAGED TOPSOIL SY REMOVING SIGNS TYPE II EACH REMOVING SMALL SIGNS SUPPORTS TOTAL MULCHING SY EACH *NOTE: FOR BORROW EXCAVATION QUANTITY AND SHRINKAGE FACTOR, SEE PLAN SHEET BALANCE POINTS. SILT FENCE MARKING LINE EPOXY 4-INCH MAINTENANCE BASE AGGREGATE DENSE 1 -INCH TON CONSTRUCTION STAKING CURB GUTTER AND STRUCTURE LAYOUT SUPPLEMENTAL SLOPE STORM SEWER SUBGRADE BASE CURB & GUTTER B CONTROL STAKING CATEGORY EACH LS LS TACK COAT GAL SAWING ASPHALT ASPHALTIC SURFACE EROSION MAT CLASS II TYPE C TON SY SAWING CONCRETE RAILING PIPE TURBIDITY BARRIERS SY LS SPV CONNECTION TO EXISTING STORM SEWER TEMPORARY DITCH CHECKS EACH CONCRETE CURB & GUTTER 30-INCH TYPE D SPV INSTALL DRY HYDRANT FERTILIZER TYPE B LS CWT ALL ITEMS CATEGORY 0010 UNLESS OTHERWISE NOTED. PROJECT NO: HWY: 195th STREET COUNTY: CHIPPEWA MISCELLANEOUS QUANTITIES SHEET E U:\ Chippewa Co - Tn LaFayette - 195th St\RDWY\ /25/2018 qn.dgn $PLOT NA PENTABLE:Wisdot_shd.tbl walderak 1:10 WISDOT/CADDS SHEET 42

10 NOTES: FOR ALIGNMENT CONTROL POINTS, TIES, BEARINGS, CURVE DATA AND COORDINATES, SEE ALIGNMENT CONTROLS AND TIES SHEET. QRT. LINE BENCH MARKS NO. STA. DESCRIPTION ELEV " IN PPOL 111AA2, 31' RT. TOP OF W BOLT ABOVE BRIDGE PLATE, 14' RT BLDG EXISTING R/W VARIES THROUGHOUT PROJECT RR SPK IN PPOL 111AA12, 39' RT IP PK EXISTING R/W 6" 5" PK #7 AT&T PE BLDG PI " TOWN OF LAFAYETTE XCEL ENERGY BLDG #3 #8 SLOPE INTERCEPT RETAINING WALL BOLT BM LAKE WISSOTA TEMPORARY SHORING #2 PC INSTALL DRY HYDRANT STA LT. PIPE RAILING MH BOAT RAMP ` OF 195th STREET PI TOWN OF LAFAYETTE GV QRT. LINE PT BLDG PI N #1 PK BM#3 GUY POST 18" P MH PK 33' IP 18" P 5 IP RR SPIKE BM EXISTING R/W 48 BEGIN PROJECT STA (SAWCUT REQ'D) Y = X = LIGHT TOWN OF SPRING 30" LAFAYETTE SLOPE INTERCEPT EXISTING DOCK #6 BM#2 STRUCTURE B XCEL ENERGY/ CHARTER COMMUNICATIONS CREEK PAINT #5 EXISTING STRUCTURE SLOPE INTERCEPT (B-9-40) TO BE REMOVED END PROJECT STA (SAWCUT REQ'D) Y = X = " #4 8" BLDG 195th STREET (ASPHALT) PK FOUND SPIKE BM BM#1 PK 33' EARTHWORK SUMMARY STA TO STA EXC. COMMON --- C.Y. FILL -- C.Y. SHR. = 30% WASTE --- C.Y. EARTHWORK SUMMARY STA TO STA EXC. COMMON --- C.Y. FILL --- C.Y. SHR. = 30% WASTE --- C.Y HIGH WATER 100 EL FINISHED ` PROFILE WATER EL ( ) PI STA PI EL % REMOVING OLD STRUCTURE STATION 26+85, STRUCTURE B-9-40 ABUTMENTS THE BRIDGE SUPERSTRUCTURE AND PIERS WERE EXISTING ` PROFILE PREVIOUSLY REMOVED. THE EXISTING BRIDGE WAS A THREE SPAN STEEL DECK GIRDER BRIDGE ' CLEAR ROADWAY & 5.0' CLEAR SIDEWALK ON WEST SIDE x ' O.A.L. 880 STA STRUCTURE B REQ'D. THREE SPAN 28W" PRESTRESSED \ CONCRETE GIRDER BRIDGE 28'-0" CLEAR ROADWAY & 6'-0" CLEAR STREAM BED EL SIDEWALK ON WEST SIDE x 116'-6" O.A.L SKEW PI STA PI EL PROJECT NO: HWY: 195th STREET COUNTY: CHIPPEWA PLAN AND PROFILE SCALE, FEET SHEET E U:\ Chippewa Co - Tn LaFayette - 195th St\RDWY\ pp.dgn 6/25/2018 PENTABLE:Wisdot_shd.tbl walderak 1: WISDOT/CADDS SHEET 40

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19 STA TO R/W SURFACE SAWCUT ASPHALTIC GAS 1.50% RAILING PIPE % 2.00% % : R/W OH STRUCTURE B FT 9 5 FT 9 PROJECT NO: HWY: 195TH STREET COUNTY: CHIPPEWA CROSS SECTIONS SHEET E U:\ Chippewa Co - Tn LaFayette - 195th St\Inroads\420995_xs rik.dgn PLOT DATE : PLOT BY : walderak PLOT NAME : FILE NAME : 6/18/2018 PLOT SCALE : 1:10 WISDOT/CADDS SHEET 21

20 STA TO R/W GAS R/W OH END PROJECT STA (MATCH EXISTING) R/W GAS R/W 895 OH FT FT PROJECT NO: HWY: 195TH STREET COUNTY: CHIPPEWA CROSS SECTIONS SHEET E U:\ Chippewa Co - Tn LaFayette - 195th St\Inroads\420995_xs rik.dgn PLOT DATE : PLOT BY : walderak PLOT NAME : FILE NAME : 6/18/2018 PLOT SCALE : 1:10 WISDOT/CADDS SHEET 21