Town Mentor, Fairview Ave, E Fork Halls Creek Bridge

FEDERAL PROJECT STATE PROJECT ORDER OF SHEETS PROJECT CONTRACT

WITH: PROJECT ID: STATE OF WISCONSIN 7852-00-70 Section No. 1 Title Section No. 2 Typical Sections and Details N/A Section No. 3 Estimate of Quantities DEPARTMENT OF TRANSPORTATION Section No. 3 Miscellaneous Quantities Section No. 4 Right of Way Plat PLAN OF PROPOSED IMPROVEMENT Section No. 5 Plan and Profile (Including Erosion Control)

7852-00-70 Section No. 6 Standard Detail Drawings Section No. 7 Sign Plates Section No. 8 Structure Plans T MENTOR, FAIRVIEW AVENUE Section No. 9 Computer Earthwork Data Section No. 9 Cross Sections E FK HALLS CREEK BRIDGE B-10-0389

TOTAL SHEETS = LOCAL STREET CLARK COUNTY

PROJECT LOCATION STATE PROJECT NUMBER 7852-00-70

R-5-W JACKSON CO CLARK CO R-4-W ACCEPTED FOR TOWN OF MENTOR

DATE: (Signature) TOWN OF CLEVELAND TOWN OF MENTOR END PROJECT (Title of Official) STA 10+45.00 ORIGINAL PLANS PREPARED BY

DESIGN DESIGNATION STRUCTURE B-10-389 12 A.A.D.T. (2021) = <100 CLEVELAND A.A.D.T. (2041) = <100 D.H.V. = N/A

COUNTY: D.D. = 50/50 T-24-N T. = N/A 27 DESIGN SPEED = <25 MPH ESALS = N/A B CLARK B E. Humbird CONVENTIONAL SYMBOLS PROFILE PLAN GRADE LINE Fk. BEGIN PROJECT CORPORATE LIMITS ORIGINAL GROUND Emerson STA 8+95.00 MARSH OR ROCK PROFILE ROCK Y= 341044.681 PROPERTY LINE (To be noted as such) L. Halls X= 600144.182 DATE:______LOT LINE SPECIAL DITCH LABEL Cr. (Signature) LIMITED HIGHWAY EASEMENT 31 GRADE ELEVATION EXISTING RIGHT OF WAY 95.36 STATE OF WISCONSIN CLARK CO PROPOSED OR NEW R/W LINE CULVERT (Profile View) F DEPARTMENT OF TRANSPORTATION

SLOPE INTERCEPT UTILITIES PREPARED BY 300'EB' ELECTRIC E REFERENCE LINE Surveyor CORRE, INC FO JACKSON CO FIBER OPTIC Designer CORRE, INC EXISTING CULVERT G GAS Project Manager MATTHEW THORNSEN, PE PROPOSED CULVERT 6 E. OVERHEAD OH (Box or Pipe) Regional Examiner TOU YANG, PE SAN SANITARY SEWER Regional Supervisor ANDREW STENSLAND, PE COMBUSTIBLE FLUIDS CAUTION STORM SEWER SS LAYOUT 0 1 MI HORIZONTAL POSITIONS SHOWN ON THIS PLAN ARE WISCONSIN TELEPHONE T SCALE COORDINATE REFERENCE SYSTEM (WISCRS), CLARK COUNTY, APPROVED FOR THE DEPARTMENT WATER W MARSH AREA NAD83 ( 2012 ), IN U.S. SURVEY FEET. POSITIONS SHOWN ARE GRID UTILITY PEDESTAL COORDINATES, GRID BEARINGS, AND GRID DISTANCES. GRID DISTANCES DATE: TOTAL NET LENGTH OF CENTERLINE = 0.028 MI ARE THE SAME AS GROUND DISTANCES. ELEVATIONS ARE REFERENCED (Signature) POWER POLE TO NAVD 88 ( 2012 ). GPS DERIVED ELEVATIONS ARE BASED ON GEOID 12A. WOODED OR SHRUB AREA TELEPHONE POLE E FILE NAME : G:\SHARED DRIVES\PROJECTS\WI - NW REGION\7852-00-00_CLARK CO_T OF MENTOR BRIDGE\500_CADD\501_C3D_2018\78520000\SHEETSPLAN\010101-TI.DWG PLOT DATE : 10/2/2020 12:26 PM PLOT BY : NOAH BELLING PLOT NAME : GENERAL NOTES 2 DNR LIAISON TOWN CONTACT CONSULTANT CONTACT 2 THE LOCATIONS OF EXISTING AND PROPOSED UTILITY INSTALLATIONS AS SHOWN ON THE PLANS ARE APPROXIMATE. THERE MAY DEPARTMENT OF NATURAL RESOURCES TOWN OF MENTOR CHAIRMAN CORRE, INC. BE OTHER UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. DNR WEST CENTRAL REGION HEADQUARTERS N3049 KING STREET, PO BOX 037 1802 WARDEN STREET 1300 WEST CLAIREMONT AVENUE HUMBIRD, WI 54746 EAU CLAIRE, WI 54703 THE ENGINEER SHALL ADJUST THE LOCATIONS OF ITEMS UNDER THIS CONTRACT TO AVOID CONFLICT WITH THE EXISTING UTILITY EAU CLAIRE, WI 54701 FACILITIES. ATTN: MR. KEVIN MEYER, P.E. ATTN: MS. LEAH NICOL ATTN: MR. TIM GILE TELEPHONE: (715) 299-1894 TELEPHONE: (715) 934-9014 TELEPHONE: (715) 896-1229 E-MAIL: [email protected] D.O.T.BRIDGE BENCHMARK MONUMENT TO BE FURNISHED BY THE STATE AND PLACED BY THE CONTRACTOR AS DIRECTED BY THE E-MAIL: [email protected] E-MAIL: [email protected] ENGINEER.

RIGHT OF WAY LINES SHOWN ON THE CROSS SECTIONS ARE APPROXIMATE.

HMA PAVEMENT WEIGHT CALCULATIONS ARE BASED ON 112 LB/SY/IN.

3.5 INCH ASPHALTIC SURFACE, SHALL BE CONSTRUCTED WITH 1.75 INCH UPPER LAYER AND 1.75 INCH LOWER LAYER. COMMUNICATIONS COMMUNICATIONS CENTURYLINK COMMUNICATIONS TRI-COUNTY COMMUNICATIONS COOP, INC. CONTRACTOR WILL BE RESPONSIBLE FOR RESHAPING AND SEEDING ANY PREVIOUSLY GRASSED AREAS WHICH ARE DISTURBED BY BRET CLARK BUCK WEBB HIS OPERATION OUTSIDE OF THE NORMAL CONSTRUCTION LIMITS. 311 S COURT ST 417 5 TH AVENUE NORTH SPARTA, WI 54656 STRUM, WI 54770 THE QUANTITY OF THE ITEMS FOR EROSION PROTECTION INCLUDES AN UNDISTRIBUTED AMOUNT FOR PROTECTION, CONTROL AND ABATEMENT OF WATER POLLUTION RESULTING FROM SOIL EROSION. THE DISTRIBUTION AND LOCATION OF THESE MATERIALS TELEPHONE: (608) 269-0819 TELEPHONE: (715) 695-2691 ARE TO BE DETERMINED BY THE ENGINEER. EMAIL: [email protected] EMAIL: [email protected]

DISTURBED AREAS WITHIN THE RIGHT OF WAY ARE TO BE TOPSOILED (SALVAGED), FERTILIZED, SEEDED, AND MULCHED AS DIRECTED BY THE ENGINEER.

DIGGERS HOTLINE Dial or (800)242-8511 www.DiggersHotline.com CONTROL POINT TIES

RUNOFF COEFFICIENT TABLE

HYDROLOGIC SOIL GROUP A B C D CP 100 ASPHALT Y= 340973.917 SLOPE RANGE (PERCENT) SLOPE RANGE (PERCENT) SLOPE RANGE (PERCENT) SLOPE RANGE (PERCENT)

X= 600144.456 POST EL. 1048.375' LAND USE: 0 - 2 2 - 6 6 & OVER 0 - 2 2 - 6 6 & OVER 0 - 2 2 - 6 6 & OVER 0 - 2 2 - 6 6 & OVER

.08 .16 .22 .12 .20 .27 .15 .24 .33 .19 .28 .38 ROW CROPS .22 .30 .38 .26 .34 .44 .30 .37 .50 .34 .41 .56 10 11 11 9 MEDIAN STRIP- .19 .20 .24 .19 .22 .26 .20 .23 .30 .20 .25 .30 TURF .24 .26 .30 .25 .28 .33 .26 .30 .37 .27 .32 .40

SIDE SLOPE- .25 .27 .28 .30 CP 102 TURF .32 .34 .36 .38 10+29.38, 8.32' RT CP 101 PAVEMENT: Y= 341178.882 Y= 341399.202 X= 600142.909 X= 600137.973 ASPHALT .70 - .95 EL. 1034.926' EL. 1036.890' CONCRETE .80 - .95 BRICK .70 - .80 DRIVES, WALKS .75 - .85 CP 200 9+47.82, 89.21' RT ROOFS .75 - .95 Y= 341106.494 GRAVEL ROADS, SHOULDERS .40 - .60 X= 600227.414 EL. 1032.331' TOTAL PROJECT AREA = 0.22 ACRES TOTAL AREA EXPECTED TO BE DISTURBED BY CONSTRUCTION ACTIVITIES = 0.15 ACRES

PROJECT NO: 7852-00-70 HWY: FAIRVIEW AVE COUNTY: CLARK GENERAL NOTES SHEET E FILE NAME : G:\SHARED DRIVES\PROJECTS\WI - NW REGION\7852-00-00_CLARK CO_T OF MENTOR BRIDGE\500_CADD\501_C3D_2018\78520000\SHEETSPLAN\020101-GN.DWG PLOT DATE : 10/2/2020 11:56 AM PLOT BY : NOAH BELLING PLOT NAME : PLOT SCALE : 1 IN:100 FT WISDOT/CADDS SHEET 42 LAYOUT NAME - 020101-gn 2 2

2' 11' 11' 2'

BASE AGGREGATE SHOULDER

4% 2% 2% 4% 4:1 4:1

9" ASPHALT PAVEMENT 7"-12" BASE AGGREGATE

EXISTING TYPICAL SECTION STA 8+95.00 - 9+73.95 STA 10+26.05 - 10+45.00

B A A B

10' 10' CLEAR ZONE CLEAR ZONE 4' *11' *11' 4'

POINT REFERENCED 3.5" BASE AGGREGATE DENSE 3/4-INCH ON PROFILE SHOULDER 4% 2% 2% 4% 4:1 4:1 3:1 3:1 POINT REFERENCED 3.5" ASPHALTIC SURFACE ON CROSS SECTIONS 8" BASE AGGREGATE DENSE 1 1/4-INCH

FINISHED TYPICAL SECTION STA 8+95.00 - 9+73.95 *PAVEMENT WIDENS TO MEET BRIDGE DECK WIDTH FERTILIZER TYPE B; SEEDING MIXTURE NO. 20; STA 10+26.05 - 10+45.00 A SEEDING TEMPORARY

SALVAGED TOPSOIL; EROSION MAT URBAN B CLASS I TYPE B; FERTILIZER TYPE B; SEEDING MIXTURE NO. 20; SEEDING TEMPORARY

PROJECT NO: 7852-00-70 HWY: FAIRVIEW AVE COUNTY: CLARK TYPICAL SECTIONS SHEET E FILE NAME : G:\SHARED DRIVES\PROJECTS\WI - NW REGION\7852-00-00_CLARK CO_T OF MENTOR BRIDGE\500_CADD\501_C3D_2018\78520000\SHEETSPLAN\020301-TS.DWG PLOT DATE : 10/2/2020 1:30 PM PLOT BY : NOAH BELLING PLOT NAME : PLOT SCALE : 1 IN:10 FT WISDOT/CADDS SHEET 42 LAYOUT NAME - 1 01/07/2021 14:11:43

3 Estimate Of Quantities Page 1 3

7852-00-70

LineItem Item Description Unit Total Qty 0002201.0105 Clearing STA 1.000 1.000 0004201.0205 Grubbing STA 1.000 1.000 0006203.0600.S Removing Old Structure Over Waterway With Minimal LS 1.000 1.000 Debris (station) 01. 10+00 0008205.0100 Excavation Common CY 48.000 48.000 0010206.1000 Excavation for Structures Bridges (structure) 01. B-10- LS 1.000 1.000 389 0012208.0100 Borrow CY 83.000 83.000 0014210.1500 Backfill Structure Type A TON 360.000 360.000 0016213.0100 Finishing Roadway (project) 01. 7852-00-70 EACH 1.000 1.000 0018305.0110 Base Aggregate Dense 3/4-Inch TON 25.000 25.000 0020305.0120 Base Aggregate Dense 1 1/4-Inch TON 180.000 180.000 0022455.0605 Tack Coat GAL 15.000 15.000 0024465.0105 Asphaltic Surface TON 50.000 50.000 0026502.0100 Concrete Masonry Bridges CY 191.000 191.000 0028502.3200 Protective Surface Treatment SY 140.000 140.000 0030502.3210 Pigmented Surface Sealer SY 52.000 52.000 0032505.0400 Bar Steel Reinforcement HS Structures LB 4,090.000 4,090.000 0034505.0600 Bar Steel Reinforcement HS Coated Structures LB 27,550.000 27,550.000 0036516.0500 Rubberized Membrane Waterproofing SY 14.000 14.000 0038550.1100 Piling Steel HP 10-Inch X 42 Lb LF 420.000 420.000 0040606.0300 Riprap Heavy CY 110.000 110.000 0042612.0406 Pipe Underdrain Wrapped 6-Inch LF 150.000 150.000 0044618.0100 Maintenance And Repair of Haul Roads (project) 01. EACH 1.000 1.000 7852-00-70 0046619.1000 Mobilization EACH 1.000 1.000 0048624.0100 Water MGAL 1.000 1.000 0050625.0500 Salvaged Topsoil SY 1,070.000 1,070.000 0052628.1504 Silt Fence LF 260.000 260.000 0054628.1520 Silt Fence Maintenance LF 260.000 260.000 0056628.1905 Mobilizations Erosion Control EACH 2.000 2.000 0058628.1910 Mobilizations Emergency Erosion Control EACH 1.000 1.000 0060628.2008 Erosion Mat Urban Class I Type B SY 1,070.000 1,070.000 0062628.6005 Turbidity Barriers SY 70.000 70.000 0064629.0210 Fertilizer Type B CWT 0.700 0.700 0066630.0120 Seeding Mixture No. 20 LB 30.000 30.000 0068630.0200 Seeding Temporary LB 30.000 30.000 0070630.0500 Seed Water MGAL 24.000 24.000 0072634.0612 Posts Wood 4x6-Inch X 12-FT EACH 4.000 4.000 0074637.2230 Signs Type II Reflective F SF 12.000 12.000 01/07/2021 14:11:43

3 Estimate Of Quantities Page 2 3

7852-00-70

LineItem Item Description Unit Total Qty 0076638.2602 Removing Signs Type II EACH 4.000 4.000 0078638.3000 Removing Small Sign Supports EACH 4.000 4.000 0080642.5001 Field Office Type B EACH 1.000 1.000 0082643.0420 Traffic Control Barricades Type III DAY 1,260.000 1,260.000 0084643.0705 Traffic Control Warning Lights Type A DAY 1,960.000 1,960.000 0086643.0900 Traffic Control Signs DAY 980.000 980.000 0088643.5000 Traffic Control EACH 1.000 1.000 0090645.0111 Geotextile Type DF Schedule A SY 94.000 94.000 0092645.0120 Geotextile Type HR SY 190.000 190.000 0094650.4500 Construction Staking Subgrade LF 100.000 100.000 0096650.5000 Construction Staking Base LF 100.000 100.000 0098650.6500 Construction Staking Structure Layout (structure) 01. B- LS 1.000 1.000 10-389 0100650.9910 Construction Staking Supplemental Control (project) 01. LS 1.000 1.000 7852-00-70 0102650.9920 Construction Staking Slope Stakes LF 100.000 100.000 0104690.0150 Sawing Asphalt LF 53.000 53.000 0106715.0502 Incentive Strength Concrete Structures DOL 1,146.000 1,146.000 0108ASP.1T0A On-the-Job Training Apprentice at $5.00/HR HRS 1,200.000 1,200.000 0110 ASP.1T0G On-the-Job Training Graduate at $5.00/HR HRS 300.000 300.000 CLEARING AND GRUBBING

201.0105 201.0205 CLEARING GRUBBING LOCATION STA STA BASE AGGREGATE ITEMS

9+50 - 10+50 1 1 ASPHALTIC ITEMS 3 305.0110 305.0120 624.0100 3 1 1 BASE BASE AGGREGATE 455.0605 465.0105 AGGREGATE DENSE 1 1/4- ASPHALTIC DENSE 3/4-INCH INCH WATER TACK COAT SURFACE STATION TO STATION TON TON MGAL STATION TO STATION GAL TON

EROSION CONTROL MOBILIZATIONS 8+95 - 9+74 20 150 1.0 8+95 - 9+74 10 40 10+26 - 10+45 5 30 0.0 10+26 - 10+45 5 10

628.1905 628.1910 25 180 1 15 50 MOBILIZATIONS MOBILIZATIONS EMERGENCY EROSION EROSION CONTROL CONTROL LOCATION EACH EACH

PROJECT 2 1

TOTAL 0010 2 1

205.0100 COMMON EXCAVATION EXPANDED FILL (1 ) SALVAGED/UNUSABLE AVAILABLE (6 ) FROM/TO CUT EBS EXCAVATION PAVEMENT MATERIAL MATERIAL UNEXPANDED FACTOR MASS ORDINATE +/- 208.0100 DIVISION STATION LOCATION (2 ) (3 ) (4) (5 ) FILL 1 .2 5 (7 ) WASTE BORROW DIVISION 1 MAINLINE FAIRVIEW AVE 8+95 TO 9+74 42 0 25 17 32 40 -23 0 0 10+26 TO 10+45 6 0 4 2 68 85 -83 0 83

DIVISION 1 SUBTOTAL 48 0 29 19 100 125 -106

GRAND TOTAL 48 0 29 19 100 125 -106 0 83 TOTAL COMMON EXC 48

NOTES: (1) COMMON EXCAVATION IS THE SUM OF THE CUT AND EBS EXCAVATION COLUMNS. ITEM NUMBER 205.0100 (2) SALVAGED/UNSUABLE PAVEMENT MATERIAL IS INCLUDED IN CUT. (3) EBS EXCAVATION TO BE BACKFILLED WITH SELECT BORROW MATERIAL. NOTE: THIS IS DESIGNERS CHOICE, CAN BE BACKFILLED WITH BORROW, OR CUT AS WELL. (4) SALVAGED/UNUSABLE PAVEMENT MATERIAL 5) AVAILABLE MATERIAL = CUT - SALVAGED/UNUSUABLE PAVEMENT MATERIAL (6) EXPANDED FILL FACTOR = 1.25 (7) THE MASS ORDINATE + OR - QTY CALCULATED FOR THE DIVISION. PLUS QUANTITY INDICATES AN EXCESS OF MATERIAL WITHIN THE DIVISION. MINUS INDICATES A SHORTAGE OF MATERIAL WITHIN THE DIVISION.

PROJECT NO: 7852-00-70HWY: FAIRVIEW AVECOUNTY: CLARK MISCELLANEOUSQUANTITIES SHEET E

PLOT DATE : 1/7/2021 PLOT BY : CORRE, INC. PLOT NAME : PLOT SCALE 1:1 EROSION CONTROL ITEMS LANDSCAPING ITEMS

625.0500 628.1504 628.1520 628.2008 628.6005 EROSION MAT 629.0210 630.0120 630.0200 630.05 SALVAGE SILT FENCE URBAN CLASS I TURBIDITY FERTILIZER TYPE SEEDING SEEDING TOPSOIL SILT FENCE MAINTENANCE TYPE B BARRIERS B MIXTURE NO. 20 TEMPORARY SEEDING WATER STATION TO STATION LOCATION SY LF LF SY SY STATION TO STATION LOCATION CWT LB LB MGAL

8+95 - 9+74 RT 570 90 90 570 -- 3 8+95 - 9+74 RT 0.36 15.0 15.0 13.0 3 8+95 - 9+74 LT 180 100 100 180 -- 8+95 - 9+74 LT 0.11 5.0 5.0 4.0 9+83 STREAM ------35 10+26 - 10+45 RT 0.10 5.0 5.0 3.5 10+17 STREAM ------35 10+26 - 10+45 LT 0.10 5.0 5.0 3.5 10+26 - 10+45 RT 160 35 35 160 -- UNDISTUBUTED 10+26 - 10+45 LT 160 35 35 160 -- 0.70 30 30 24 UNDISTUBUTED 1,070 260 260 1,070 70

REMOVING SIGNS TRAFFIC CONTROL ITEMS PERMANENT SIGNING

634.0612 637.2230 643.0420 643.0705 643.0900 643.5000 638.2602 638.3000 POSTS WOOD 4X6- SIGNS TYPE II TRAFFIC TRAFFIC REMOVING INCH X 10-FT REFLECTIVE F CONTROL CONTROL REMOVING SMALL SIGN STATION LOCATION EACH SF REMARKS BARRICADES WARNING TRAFFIC TRAFFIC SIGNS TYPE II SUPPORTS TYPE III LIGHTS TYPE A CONTROL SIGNS CONTROL LOCATION EACH EACH 9+74 RT 1 3 W5-52R LOCATION DAY DAY DAY EACH REMARKS 9+74 LT 1 3 W5-52L 9+80 2 2 10+26 RT 1 3 W5-52R BOP 630 980 490 1 70 DAYS 10+30 2 2 10+26 LT 1 3 W5-52L EOP 630 980 490 70 DAYS

4 12 4 4 1,260 1,960 980 1

CONSTRUCTION STAKING

CAT 0020 SAWING ASPHALT 650.4500 650.5000 650.6500 650.9910.01 650.9920 CONSTRUCTION STAKING 690.0150 STRUCTURAL SUPPLEMENTAL SLOPE SAWING SUBGRADE BASE LAYOUT CONTROL STAKES ASPHALT B-10-389 7852-00-70 STATION LOCATION LF STATION TO STATION LF LF LS LS LF

8+95 RT/LT 35 8+95 - 9+74 80 80 - - 80 10+45 RT/LT 18 - - - - - 1 1 - 10+26 - 10+45 20 20 - - 20 53 100 100 1 1 100

PROJECT NO: 7852-00-70HWY: FAIRVIEW AVECOUNTY: CLARK MISCELLANEOUSQUANTITIES SHEET E

PLOT DATE : 1/7/2021 PLOT BY : CORRE, INC. PLOT NAME : PLOT SCALE 1:1 PETER JACOBS REFER TO SDD 15C02-A " BARRICADES AND SIGNS FOR MAINLINE CLOSURES" DETAIL C FOR ALL SIGNING NOT SHOWN LEGEND TRI-COUNTY COMMUNICATIONS COOPERATIVE ON THIS SHEET EROSION MAT URBAN CLASS I TYPE B CTH B TV CENTURYLINK SILT FENCE EXISTING STRUCTURE RIP RAP B-10-491

SLOPE INTERCEPT REMOVE SIGNS AND SMALL SIGN SUPPORTS TURBIDITY BARRIER CREEK HALLS FORK EAST

SLOPE INTERCEPT T EX R/W PI: 9+69.47 PI: SURFACE WATER FLOW POST FAIRVIEW AVE XXXX SAWCUT TV BM 2253

TYPE III BARRICADE WITH ATTACHED SIGN 10:1 10:1 XXXX

10 N1° 45' 32"W 11 11 XXXX XXXX 9 N5° 58' 21"W FAIRVIEW AVE

XXXX 10:1 10:1

T T

T BM 2120 XXXX T T T T T T T

R11-2B T

TV T 48" X 30" T EX R/W

BRIDGE CENTURYLINK T NEW STRUCTURE OUT B-10-389 REMOVE SIGNS AND SMALL SIGN SUPPORTS

T BEGIN PROJECT 5 END PROJECT BENCHMARKS 5

STA 8+95.00 CTH B STA 10+45.00 NO. STATION OFFSET ELEVATION NORTHING EASTING MATCH EXISTING TYPE III BARRICADE MARVIN & MINNIE SCHOLZE MATCH EXISTING 2120 9+81.98 12.418' RT 1038.156 341131.628 600148.462 Y = 341044.681 2253 -- -- 1033.498 341405.958 600109.921 X = 600144.182 CREEK HALLS FORK EAST

VCL = 140.00 1050 1050 K = 17.98

1045 HIGH WATER 100 1045 ELEV. 1033.49' -8.44% EL 1036.78

OBSERVED WATER STA 10+45.00

ELEV. 1030.60' VPT EL 1036.84 (9-4-19) VPT STA 10+35.00 1040 1040

STA 10+05 REMOVE STRUCTURE B-10-491 SINGLE SPAN STEEL DECK GIRDER BRIDGE -0.66% 50.9' O.A.L. X 24.0' CLEAR 1035 0° SKEW 1035 STA 10+00 STRUCTURE B-10-389 REQ'D SINGLE SPAN CONCRETE SLAB BRIDGE 52.5' O.A.L. x 24.0' CLEAR VPC EL 1043.21 0° SKEW VPC STA 8+95.00 1030 1030 VPI EL 1037.30 VPI STA 9+65.00

1027 1027 EP PP EP PP PP EP PP EP PP 1047.91 1039.22 1039.41 1036.75 1036.09 EP 1042.79 EP 1029.99 PP 1037.41 EP 1036.41 PP 1042.80 7 8 9 10 11 12 13 PROJECT NO: 7852-00-70 HWY: FAIRVIEW AVE COUNTY: CLARK PLAN AND PROFILE: FAIRVIEW AVE SHEET E FILE NAME : G:\SHARED DRIVES\PROJECTS\WI - NW REGION\7852-00-00_CLARK CO_T OF MENTOR BRIDGE\500_CADD\501_C3D_2018\78520000\SHEETSPLAN\050101-PP.DWG PLOT DATE : 10/5/2020 1:07 PM PLOT BY : NOAH BELLING PLOT NAME : PLOT SCALE : 1 IN:40 FT WISDOT/CADDS SHEET 44 LAYOUT NAME - 1 Standard Detail Drawing List

08E09-06 SILT FENCE 08E11-02 TURBIDITY BARRIER 12A03-10 NAME PLATE (STRUCTURES) 15C02-08A BARRICADES AND SIGNS FOR MAINLINE CLOSURES 15D38-02A TEMPORARY TRAFFIC CONTROL SIGN MOUNTING 15D38-02B ATTACHMENT OF SIGNS TO POSTS

6 6

AT BRIDGE OR CULVERT 5 R11-3 IF SPECIFIED IN IF STOP SIGN IS 2 IF SPECIFIED IN IF STOP SIGN IS R11-3C R11-4 REPLACEMENTS, USE PLANS OR SPECIAL BEING INSTALLED PLANS OR SPECIAL BEING INSTALLED ROAD CLOSED ADDITIONAL SET OF BRIDGE OUT OR PROVISIONS BY CONTRACT ROAD CLOSED PROVISIONS BY CONTRACT 3 5 4 ____ MILESAHEAD TO BARRICADES AND SIGN R11-2 R11-4 ____ MILES AHEAD LOCALTRAFFICONLY THRU TRAFFIC R11-2B ROAD CLOSED ROAD OR TO BRIDGE CLOSED THRU TRAFFIC STOP STOP OUT R1-1 W3-1 R1-1 W3-1

( IF PRE-EXISTING SIGN, COVER SEE ( IF PRE-EXISTING SIGN, COVER SEE ARROW PER SIGN PLATE A4-12 ) TABLE ARROW PER SIGN PLATE A4-12 ) TABLE SEE CLOSURE COMMUNITY NAME 6 COMMUNITY NAME 6 BARRICADE D1-X D1-X DETAIL D OR E

DETOUR DETOUR ROUTE ROUTE WORK AREA

SEE DETAIL "C" FOR 50' 50' SIGNS AND BARRICADES AT AND APPROACHING IF CLOSURE IS MORE THAN 500' FROM DETOUR BUFFER 500' AT 25 - 40 MPH 500' AT 25 - 40 MPH 500' 300' 300' 500' ROUTE, PLACE W20-3 SIGNS AS APPROPRIATE (500' OR AS APPROVED 1000' AT 45+ MPH WORK ZONES 1000' AT 45+ MPH FOR THE DISTANCE AT THE SITE FOR FIELD CONDITIONS)

M4-9R 6 6 DETOUR 6 DETOUR 6 6 DETOUR 6 DETOUR 6 DETOUR ROAD ROAD 7 7 ROAD 7 ROAD 7 CLOSED CLOSED EAST EAST 6 EAST EAST AND DETOUR M4-9R R10-61 (MOD.) CLOSED DETOUR CLOSED 1000 FT 500 FT AHEAD DETOUR ACCESS TO AHEAD AHEAD 500 FT XX XX ------XX XX W20-3C W20-3D W20-2A IF SPECIFIED W20-3A W20-2A W20-3D IN PLANS OR SPECIAL OR OR PROVISIONS OR OR M4-59R M4-9R M4-59R M4-9R LEGEND DETOUR DETOUR DETOUR DETOUR SIGN ON PERMANENT SUPPORT

IF TOWN ROAD OR IF TOWN ROAD OR IF TOWN ROAD OR IF TOWN ROAD OR LOCAL STREET LOCAL STREET LOCAL STREET LOCAL STREET TYPE III BARRICADE DETAIL A DETAIL B MAINLINE CLOSURE WITH POSTED DETOUR TYPE III BARRICADE WITH MAINLINE CLOSURE WITH POSTED DETOUR ATTACHED SIGN 1 6 1 WORK ZONE LESS THAN 2 MILE FROM 6 WORK ZONE GREATER THAN OR EQUAL TO 2 MILE FROM DETOUR ROUTE ( 1000 FEET IF URBAN ) DETOUR ROUTE ( 1000 FEET IF URBAN ) TYPE "A" WARNING LIGHT (FLASHING)

AT BRIDGE OR CULVERT REPLACEMENTS, USE WORK AREA ADDITIONAL SET OF BARRICADES AND SIGN 3 5 R11-2 4 R11-4 2 R11-2B R11-3 2 5 R11-3C ROAD CLOSED ROAD OR FLAGS, 16" X 16" MIN. (ORANGE) ROAD CLOSED BRIDGE OUT BRIDGE TO ____ MILESAHEAD OR CLOSED THRU TRAFFIC ____ MILES AHEAD "STOP AHEAD" LOCALTRAFFICONLY OUT SPEED LIMIT ADVANCE WARNING (MPH) DETOUR DISTANCE (FT) M4 - 8 M3 - X 25 200 EAST LAST PUBLIC ROAD 30 200 INTERSECTION COUNTY PRIOR TO CLOSURE 35 350 XX OR XX OR X SEE CLOSURE 40 350 M1 - 4 M1 - 6 BARRICADE M1 - 5A 45 500 DETAIL D OR E 50 550 OR WORK AREA 55 750 M05 - 1 M06 - 1

50' DISTANCE TO BE BUFFER DETERMINED (500' OR AS APPROVED SDD BY ENGINEER FOR FIELD CONDITIONS) 2 R11-3 500' 500' ROAD CLOSED SEE SDD 15C2-SHEET "b" ____ MILESAHEAD FOR GENERAL NOTES BARRICADES AND SIGNS 15C02 - 08a LOCALTRAFFICONLY ROAD ROAD ROAD AND FOOTNOTES 1 THROUGH 7 CLOSED CLOSED CLOSED FOR MAINLINE CLOSURES AHEAD 1000 FT 500 FT

STATE OF WISCONSIN W20-3A W20-3C W20-3D DEPARTMENT OF TRANSPORTATION

DETAIL C 15C02 - 08a APPROVED MAINLINE CLOSURE, NO POSTED DETOUR February 2020 /S/ Andrew Heidtke DATE WORK ZONE ENGINEER FHWA SDD SIGN GENERAL NOTES

1 6 FEET FROM THE EDGE OF PAVEMENT (EDGE LINE LOCATION) UNLESS BOTTOM OF OTHERWISE DIRECTED BY THE PROJECT ENGINEER. LATERAL OFFSET SHOULD SIGN PANEL BE ADJUSTED TO AVOID THE DITCH FLOWLINE. CL POST

2 THE EXISTENCE OF CURB AND GUTTER DOES NOT IN ITSELF MANDATE THE VERTICAL CLEARANCE ILLUSTRATED. THAT HEIGHT IS TYPICALLY MEASURED WHERE THERE IS SIDEWALK 1" DIAMETER ADJACENT TO THE ROADWAY OR PARKING IS PERMITTED. IN " ZINC PLATED 14" BREAKAWAY THE ABSENCE OF SIDEWALK, VERTICAL CLEARANCE IS MEASURED 2" STEEL TUBULAR HOLES FROM THE TOP OF THE CURB. IF NO SIDEWALK AND NO PARKING, CORNER ANCHOR VERTICAL CLEARANCE MAY BE REDUCED TO 5 FOOT MINIMUM. OFFSET SQUARE UPPER SECTION BOLT AND NUT DIRECTION OF SIGNS IS MEASURED FROM THE CURB FLOWLINE. OF TRAFFIC ALL HOLES " 4" 3 FOR SIGNS REQUIRING 4 POSTS, SPACE INTERMEDIATE POSTS EVENLY. SPACED 1" C-C ALL FOUR SIDES TELESCOPE PIECES FLUSH AT TOP " ZINC PLATED CORNER D ANCHOR BOLT AND NUT 1" 1"

DIRECTION OF TRAFFIC 6" A 12" 18' SECTION A-A 4"x6" WOOD POST " ZINC PLATED ANCHOR BOLT AND NUT MODIFICATION

2" SQUARE X 18" 36" 2" SQUARE X 36" 2' MIN. L L L 4' MAX. 1 WHITE EDGELINE 1 LOCATION WHITE EDGELINE LOCATION E E E E E E 6 DETAIL OF TUBULAR 2 5' MIN. 6 STEEL SIGN POST 7' MIN. 5' MIN. 2 1" DIAMETER HOLES CURB 1" DIAMETER HOLES FLOWLINE 1" DIAMETER HOLES D D D D D D D

TUBULAR STEEL POSTS URBAN AREA RURAL AREA AREA OF SIGN NUMBER OF INSTALLATION REQUIRED TUBULAR (SQ. FT.) STEEL POSTS POST MOUNTING DETAIL FOR TEMPORARY TRAFFIC CONTROL FIXED MESSAGE SIGNS

9 OR LESS 1 4" X 6" WOOD POST WOOD POST GREATER THAN 9 EMBEDMENT DEPTH POST SPACING REQUIREMENTS NUMBER OF LESS THAN OR EQUAL 2 WOOD POSTS TO 18 AREA OF SIGN L E REQUIRED

S INSTALLATION D a

. (SQ. FT.) (MIN) 48" OR LESS AND 2 D GREATER THAN 18 LESS THAN 20 SQ. FT. - 1 -

. LESS THAN OR EQUAL 3 8 D SEE NOTE 3 TO 27 20 OR LESS 4' LESS THAN 60" 12" 2 3 .

1 GREATER THAN 20 5' 5 60" TO 120" L/5 2 SIGNS WIDER THAN 3 FEET OR LARGER THAN 9 SQ. FT. SHALL D

TEMPORARY TRAFFIC CONTROL BE MOUNTED ON MULTIPLE POSTS (SEE ABOVE TABLE). D GREATER THAN 120" 12" 3 SIGN MOUNTING 5 1 SIGNS LARGER THAN 27 SQ. FT. SHALL NOT BE MOUNTED LESS THAN 168"

. 3 ON TUBULAR STEEL POSTS. 168" AND GREATER 12" 4 D 8 .

- STATE OF WISCONSIN D 2

DEPARTMENT OF TRANSPORTATION . a S NUTS, BOLTS AND LAGS USED FOR MOUNTING SIGNS SHALL HAVE HEXAGONAL HEADS AND SHALL BE EITHER:

A. HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM DESIGNATION: A 153, CLASS D, OR SC 3 B. ELECTRO-GALVANIZED IN ACCORDANCE WITH ASTM DESIGNATION: B 633, TYPE III, SC 3

THREADS ON BOLTS AND NUTS SHALL BE MANUFACTURED WITH SUFFICIENT ALLOWANCE FOR THE CADMIUM PLATE OR GALVANIZED COATING TO PERMIT THE NUTS TO RUN FREELY ON THE BOLTS.

WOOD POST (4" x 6") 3 LAG SCREWS - 8" x 3" SIGN SHALL BE MOUNTED MACHINE BOLTS - 5 " x 6 1 " OR 7" LENGTH W/NUTS TO PROJECT ABOVE THE 16 2 TOP OF THE POST 1 1" ± 2" STEEL WASHER SQUARE STEEL POST (2" x 2") 3 1 MACHINE BOLTS - 8" x 3 4" LENGTH W/NUTS NYLON WASHER 9 RIVETS - 32" (6605-9-6) BULB-TITE, TRI-FOLD, ALUMINUM STEEL WASHER BODY/MANDREL O.D. FLANGE 0.720 - 0.765 INCH, * GRIP RANGE 0.042 - 0.375 INCH

WASHERS (ALL POSTS) - 1 3 1 1 4" O.D. x 8" I.D. x 16" STEEL 1 3 NYLON WASHER 1 4" O.D. x 8" I.D. x 0.080 NYLON STEEL WASHER *

TWO DIFFERENT FASTENING SYSTEMS ARE SHOWN FOR ILLUSTRATION * PURPOSES. ON ANY INDIVIDUAL SIGN, EITHER ONE OR THE OTHER SYSTEM 6 SHALL BE USED. ACTUAL NUMBER OF FASTENERS PER SIGN VARIES WITH 6 THE SIGN AREA. FOR A SINGLE POST INSTALLATION, ALL SIGNS GREATER THAN 9 SQ. FT. REQUIRE THE USE OF 3 FASTENERS. SDD

ATTACHMENT OF SIGNS 15D38 - 02b TO POSTS

STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION 15D38 - 02b APPROVED June 2017 /S/ Andrew Heidtke DATE WORK ZONE ENGINEER FHWA SDD

SIGN SIGN

NOTES: 1. ALL MATERIAL TO BE APPROVED BY ENGINEER PRIOR TO INSTALLATION 2. SEE SIGN PLATE A4-8 FOR SIGN HARDWARE REQUIREMENTS S ' S Y ' T Y Q 3. 18 INCH X 18 INCH SQUARE BOX-OUTS MAY T

. Q

C . 2" STEEL TUBULAR S BE USED FOR INSTALLATIONS IN EXISTING C I S I M SQUARE UPPER SECTION

CONCRETE OR ASPHALT LOCATIONS. M N

O BREAKAWAY HOLES N

O N (SEE A4-11 SIGN PLATE) N W O W H O S H

S H TELESCOPE PIECES T H G GRAVEL OR DIRT T FLUSH AT TOP N CONCRETE GRAVEL OR DIRT CONCRETE OR ASPHALT G E N L E 2" GRAVEL OR DIRT CONCRETE L " 3 A 1 E T

A " ZINC PLATED " L

H 18" DIAMETER 8 P 1 T ANCHOR BOLT AND NUT

PVC BOX-OUT P N E

G 18" DIA PVC I D

S '

BOX-OUT 5 3

" 2" SQUARE X 18"

WOOD 4 X 6 POST - 6 - 4

' (SOIL STABILIZING SLEEVE) 3 A 4

E E S 2" SQUARE X 36"

ELEVATION VIEW DETAIL OF WOOD 4 X 6 SIGN POST IN BOX-OUT ELEVATION VIEW DETAIL OF STEEL 2 X 2 SIGN POST IN BOX-OUT 7 7

GRAVEL OR DIRT

CONCRETE OR ASPHALT 4X6 WOOD POST OR 2X2 STEEL POST LOCATED IN CENTER OF BOX-OUT SIGN POST 18" DIAMETER PVC BOX-OUT BOX-OUTS PLAN VIEW A4-3B

FOR NEW CONCRETE/ASPHALT INSTALLATIONS WISCONSIN DEPT OF TRANSPORTATION APPROVED

State Traffic Engineer DATE 1/27/14 PLATE NO. A4-3B.1 PROJECT NO: HWY: COUNTY: SHEET NO: E FILE NAME : C:\CAEFiles\Projects\tr_stdplate\A43B.DGN PLOT DATE : 27-JAN-2014 09:48 PLOT BY : mscsja PLOT NAME : PLOT SCALE : 13.659812:1.000000 WISDOT/CADDS SHEET 42 GENERAL NOTES 1. For 3 or 4 post installations, individual post spacing shall be greater than 3'-6". 2. See tables below for required number of posts. URBAN AREA RURAL AREA (See Note 3) 3.For expressways and freeways, mounting height is 7'-3" ( ) or 6'-3" ( ) + + 2' Min - 4' Max (See Note 6) L depending upon existence of sub-sign. L L * 4. The ( ) tolerance+ for mounting * height is 3 inches. 5. J-Assemblies are considered to be one E E E E E E sign for mounting height. 6'-3" -+ 6. Offset distance shall be consistent 7'-3" + 6'-3" -+ with existing signs or consistent ** - throughout length of project. Curb 7. Folding signs shall be mounted at a height Flowline + D of 5'-3" ( ) or as directed by the engineer. White Edgeline D D 8. The Double Arrow sign (W12-1) shall be D White Edgeline Location D D Outside Edge mounted at a height of 2'-3" ( ). The + Location Outside Edge D of Gravel of Gravel Chevron sign (W1-8), Roundabout Chevron panel (R6-4B), Clearance Markers (W5-52), 2' Min - 4' Max (See Note 6) Mile Markers (D10 series), In Road Object Markers (W5-54) & End of Road Markers (W5-56) shall be mounted at a height of 4"-3" ( ). +

* 6 feet from edge of a paved shoulder or 12 feet * from the edge of pavement (edge line location) or 2 feet from outside edge of gravel, whichever is greater unless directed by project engineer. 26" 26" 5'-3" +- * * The existence of curb and gutter does not in 6'-3" +- itself mandate the vertical clearance illustrated. ** Curb That height is typically measured where Flowline there is sidewalk adjacent to the roadway 7 White Edgeline or parking is permitted. In the absence of 7 D D D Location Outside Edge D sidewalk vertical clearance is measured from of Gravel the top of the curb. Offset of signs is 48" DIAMOND WARNING SIGN 48" DIAMOND WARNING SIGN measured from the flow line. * * * See A4-3 sign plate for signs 4' or less in width and less than 20 S.F. in area. SIGN SHAPE OTHER THAN DIAMOND SIGN SHAPE OTHER THAN DIAMOND (TWO POSTS REQUIRED) (THREE POSTS REQUIRED) POST EMBEDMENT DEPTH TYPICAL INSTALLATION L E L E OF TYPE II SIGNS Area of Sign Greater than 48" ON MULTIPLE POSTS *** Less than 60" 12" Greater than 108" 12" Installation D to 144" ( Sq. Ft. ) ( Min ) WISCONSIN DEPT OF TRANSPORTATION 60" to 108" L/5 APPROVED 20 or Less 4' Greater than 20 5' State Traffic Engineer DATE 8/21/17 PLATE NO. A4-4.15 PROJECT NO: HWY: COUNTY: SHEET NO: E FILE NAME : C:\CAEfiles\Projects\tr_stdplate\A44.DGN PLOT DATE : 21-AUG-2017 15:54 PLOT BY : $$...plotuser...$$ PLOT NAME : PLOT SCALE : 108.188297:1.000000 WISDOT/CADDS SHEET 42

7 FILE NAME : PROJECT NO: GALVANIZED FINISH 1" 36" 2 / " SQUARE PERFORATED C:\CAEFiles\Projects\tr_stdplate\A49.DGN ` 1 12 GAUGE 4 2"

1" TELESCOPIC TUBING ANCHORS ALL FOUR SIDES SPACED 1" C-C ALL HOLES " TWO PIECE SYSTEM OF TELESPAR TUBE TO ALL FOUR CORNERS AS SHOWN) WELDED STEEL PLATE (CUT 4" x 10" 10 GA. 2 " TELESPAR TUBE SOIL STABILIZING SLEEVE HWY: GALVANIZED FINISH OMNI-DIRECTIONAL 2 / " SQUARE PERFORATED 1

12 GAUGE 2 4"

3 " 10" 2 "

18" DETAIL OF TUBULAR STEEL SIGN POST BOX-OUT 40 PVC 18" DIA SCHEDULE

LENGTH SHOWN ON MISC. QTYS FLUSH AT TOP TELESCOPE PIECES COUNTY: (IN POURED CONCRETE OR ASPHALT) A

36"

18" 13" PLOT DATE : ALL FOUR SIDES SPACED 1" C-C ALL HOLES " SQUARE UPPER SECTION 2" STEEL TUBULAR 2" SQUARE X 36" 2" ANCHOR BOLT AND NUT " ZINC PLATED CORNER 05-FEB-2015 17:09 SIGN ANCHOR BOLT AND NUT " ZINC PLATED (SOIL STABILIZING SLEEVE) 2" SQUARE X 18" GRAVEL OR DIRT MATERIAL WASHER, & NUT A4-8 FOR BOLT SEE SIGN PLATE be mounted on multiple posts (see above table). Signs wider than 3 feet or larger 9 sq. ft shall

PLOT BY : (IN LOCATIONS OTHER THAN POURED CONCRETE OR ASPHALT) less than or equal less than or equal mscsja Greater than 18 Greater than 9 Area of Sign Installation DETAIL OF TUBULAR STEEL SIGN POST 9 or less (Sq. Ft.) to 27 to 18 LENGTH SHOWN ON MISC. QTYS FLUSH AT TOP TELESCOPE PIECES A PLOT NAME :

36" Required Posts 18" Number of

12" 3 2 1 ALL FOUR SIDES SPACED 1" C-C ALL HOLES " 2" SQUARE X 36" SQUARE UPPER SECTION 2" STEEL TUBULAR (SOIL STABILIZING SLEEVE) 2" SQUARE X 18" 1" ANCHOR BOLT AND NUT " ZINC PLATED CORNER ANCHOR BOLT AND NUT " ZINC PLATED SIGN PLOT SCALE : MATERIAL WASHER, & NUT A4-8 FOR BOLT SEE SIGN PLATE 13.659812:1.000000 TUBULAR STEEL APPROVED SIGN POST DATE A4-9 WISCONSIN DEPT OF TRANSPORTATION 2/05/15 ANCHOR BOLT AND NUT " ZINC PLATED CORNER SHEET NO: State Traffic Engineer WISDOT/CADDS SHEET 42 PLATE NO. SECTION A-A OF TRAFFIC DIRECTION

A4-9.9 E 7

8 FILE NAME : 2253 2120 NO. INDICATES WING NUMBER

STATION 4' 9+81.98 11' LANE 4' 11' LANE SHLDR. --

G:\SHARED DRIVES\PROJECTS\WI - NW REGION\7852-00-00_CLARK CO_T OF MENTOR BRIDGE\500_CADD\503_STRUCTURES\503.3_FINAL\080101_GPT MENTOR.DWG SHLDR. 12.418' RT OFFSET -- BENCHMARKS

1040 1020 1025 1030 T 1035

9+50 ELEVATION 1033.498 1038.156 END OF EXIST. STRUCTURE 341405.958 341131.628 NORTHING C/L BRG. S. ABUT. GRADE LINE EXIT. GROUND PROFILE STA. 9+75.00 END OF DECK STA. 9+73.75 STA. 9+79.7 ± EL. 1029.89 AT C/L BOT. FTG.

600109.921 600148.462 T EASTING

1'-3" PI: 9+69.47

T 1 2 NAME PLATE BM2120 FIX.

T EL. 1032.39

TOP OF BERM STREAMBED T EL. 1029.33 (SINGLE SPAN CONCRETE FLAT SLAB BRIDGE) BACK TO OF ABUTMENTS ELEVATION EL. 1033.17 HIGH WATER 100 1'-3" 24'-0" CLEAR 1'-3" (LOOKING WEST) BETWEEN PARAPETS PLAN 10+00 52'-6" 50'-0" SPAN

EL. 1030.60

(9-4-19) OBSERVED WATER T EAST FORK HALLS CREEK TOP OF BERM TYPE HR (TYP.) EL. 1031.09 GEOTEXTILE B-10-389 PROPOSED STRUCTURE

90° EDGE OF OBSERVED WATER FIX. (TYP.)

T T PARAPET 42SS SINGLE SLOPE 3 4 PILING STEEL HP 10-INCH x 42 LB (TYP. BOTH ABUTMENTS) RIPRAP HEAVY (TYP.) 1'-3" EL. 1028.59 BOT. FTG. END OF DECK STA. 10+26.25 9'-0" "EXCAVATION FOR STRUCTURES BRIDGES B-10-389" AREA TO EXCAVATE INCLUDED IN C/L BRG. N. ABUT. STA. 10+25.00 (TYP.) B-10-491 TO BE REMOVED EXISTING STRUCTURE END OF EXIST.STRUCTURE STA. 10+30.4 ±

PLOT DATE : T 9/1/2020 5:09 PM 10+50

30'-0" 30'-0" LIMITS OF RIPRAP HEAVY AND GEOTEXTILE TYPE HR CENTURYLINK

2'-0" C/L FAIRVIEW AVENUE 6"

PLOT BY : MIN.

RIPRAP DETAIL T 6' N. ABUT. 6' S. ABUT. PAULETTE FENSKE 1.5 MIN. BERM 2'-6" 4'-0" 1 September 1, 2020 2'-0" GEOTEXTILE TYPE HR (TYP.) STREAM BED LIST OF DRAWINGS 8. 7. 6. 5. 4. 3. 2. 1. CROSS SECTION & QUANTITIES GENERAL PLAN SUBSURFACE EXPLORATION SINGLE SLOPE PARAPET 42SS SUPERSTRUCTURE DETAILS SUPERSTRUCTURE ABUTMENT DETAILS ABUTMENTS ERIC PRICE, P.E. AARON BONK, P.E. TELEPHONE: (608) 826-6146 TELEPHONE: (608) 261-0261 CONSULTANT CONTACT BRIDGE OFFICE CONTACT MATERIAL PROPERTIES HYDRAULIC DATA FOUNDATION DATA DESIGN DATA 100 YEAR FREQUENCY TRAFFIC DATA 2 YEAR FREQUENCY INVENTORY RATING FACTOR DESIGN LOADING LIVE LOAD: CONCRETE MASONRY, SUPERSTRUCTURE OPERATIONAL RATING FACTOR STRUCTURE IS DESIGNED FOR A FUTURE WEARING SURFACE OF 20 PSF. WISCONSIN STANDARD PERMIT VEHICLE (WIS-SPV) HIGH STRENGTH BAR STEEL REINFORCEMENT ADT (2041) = DESIGN SPEED = ADT (2021) = MODIFIED GATES DYNAMIC FORMULA. ESTIMATED 30' LONG AT BOTH ABUTMENTS. REQUIRED DRIVING RESISTANCE OF 165* TONS PER PILE AS DETERMINED BY THE USING MODIFIED GATES TO DETERMINE DRIVEN PILE CAPACITY. * THE FACTORED AXIAL RESISTANCE OF PILES IN COMPRESSION USED FOR DESIGN IS ABUTMENTS TO BE SUPPORTED ON HP 10-INCH X 42 LB STEEL PILING WITH A THE REQUIRED DRIVING RESISTANCE MULTIPLIED BY A FACTOR OF 0.5 Q DRAINAGE AREA HW HW Q WATERWAY AREA VEL. OVERTOPPING FREQUENCY SCOUR CRITICAL CODE VEL. 2 100 2 = 90 C.F.S. 100 = 340 C.F.S. = 2.8 F.P.S. = 1.3 F.P.S. = EL. 1032.04 = EL. 1033.17 ALL OTHER < 100 < 100 < 25 MPH = 2.3 SQ. MI. = 121 SQ. FT. DESIGN SPEC. NO. COUNTY BY ACCEPTED DESIGNED = 5 AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS DATE = N/A FAIRVIEW AVENUE OVER EAST FORK HALLS CREEK ETP GENERAL CLARK DEPARTMENT OF TRANSPORTATION STRUCTURE B-10-389 CHIEF STRUCTURES DESIGN ENGINEER PLAN STATE PROJECT NUMBER DESIGN CK'D. 7852-00-70 STATE OF WISCONSIN BH REVISION DRAWN BY TOWN/CITY/VILLAGE 1.54 1.19 f'c = 3,500 PSI f'c = 4,000 PSI fy = 60,000 PSI 250 KIPS HL-93 PKF MENTOR SHEET 11/25/20 CK'D. PLANS 1 DATE OF ETP BY 8 8 STATE PROJECT NUMBER

26'-6" OUT TO OUT OF SLAB GENERAL NOTES 7852-00-70 DRAWINGS SHALL NOT BE SCALED. 1'-3" 12'-0" 12'-0" 1'-3" LEVEL LEVEL BAR STEEL REINFORCEMENT SHALL BE EMBEDDED 2" CLEAR UNLESS SHOWN OR NOTED OTHERWISE.

C/L FAIRVIEW AVENUE THE FIRST DIGIT OF A THREE DIGIT BAR NO. AND THE FIRST TWO DIGITS OF A FOUR DIGIT BAR NO. SIGNIFIES THE BAR SIZE.

CONCRETE PARAPET JOINT FILLER SHALL CONFORM TO THE REQUIREMENTS OF AASHTO DESIGNATION M153 TYPE I, II OR III OR AASHTO TYPE 42SS (TYP.) DESIGNATION M213. POINT REFERRED TO

3'-6" THE SLOPE OF THE FILL IN FRONT OF THE ABUTMENTS SHALL BE COVERED WITH RIPRAP HEAVY AND GEOTEXTILE 2'-4" SLAB ON PROFILE TYPE HR TO THE EXTENT SHOWN ON THE GENERAL PLAN SHEET AND IN THE ABUTMENT DETAILS, OR AS DIRECTED 2.0% 2.0% BY THE ENGINEER.

SLAB FALSEWORK SHALL BE SUPPORTED ON PILES OR THE SUBSTRUCTURE UNLESS AN ALTERNATE METHOD IS APPROVED BY THE ENGINEER.

EXCAVATION BELOW THE ABUTMENT AND ABUTMENT BEDDING MATERIALS REQUIRES ENGINEER APPROVAL. GEOTEXTILE SHALL BE SET AT THE BOTTOM OF EXCAVATION AND EXTEND 2'-0" ABOVE BOTTOM OF ABUTMENT.

THE UPPER LIMITS OF "EXCAVATION FOR STRUCTURES BRIDGES B-10-389" SHALL BE THE EXISTING GROUNDLINE.

CROSS SECTION THRU BRIDGE THE EXISTING STRUCTURE B-10-491, TO BE REMOVED, IS A TWO SPAN STEEL DECK GIRDER BRIDGE, 50.9 FT. LONG LEGEND (LOOKING NORTH) WITH A 24 FT. CLEAR ROADWAY WIDTH.

3 " V-GROOVE REQ'D. EXTEND 6" FROM F.F. OF ABUTMENT BODY. THE BACKFILL QUANTITIES ARE BASED ON THE PAY LIMITS SHOWN ON THE PLANS AND MAY NOT REFLECT ACTUAL 4 PLACED QUANTITIES. "BACKFILL STRUCTURE TYPE A" REQUIRED DIRECTLY BEHIND ABUTMENTS AND WINGS FOR 3 COAT WITH "PROTECTIVE SURFACE TREATMENT" AS PER THE STANDARD SPECIFICATIONS. FEET. BACKFILL PLACED BEYOND PAY LIMITS OR EXCEEDING PLAN QUANTITIES SHALL BE INCIDENTAL TO EXCAVATION FOR STRUCTURES. COAT WITH "PIGMENTED SURFACE SEALER" AS PER THE STANDARD SPECIFICATIONS. PIGMENTED SURFACE SEALER SHALL BE APPLIED TO THE ENTIRE INSIDE FACE AND TOP SURFACE OF THE PARAPETS ON THE STRUCTURE.

DOUBLER PLATE 3/8" X 5" X 5" EL 1038.24 STA 9+75.00 -8.44% EL 1036.93 STA 10+25.00 C/L BRG S. ABUT C/L BRG N. ABUT DOUBLER PLATE -0.66% AT FLANGE SEE HP 3/16

GRIND FLUSH WELD VCL = 140' 55° UNDER DOUBLER PLATE

WELD VPC EL 1043.21 VPI EL 1037.30 VPT EL 1036.84 VPI STA 9+65.00 VPC STA 8+95.00 VPT STA 10+35.00 GF 55° SEE HP 3/16 PROFILE GRADE LINE WELD DETAIL (FAIRVIEW AVENUE) 55° STEEL 'HP' 3/16" PILING 1/4" IF DOUBLER (10" X 42 LB) TYP. PLATE IS TOTAL ESTIMATED QUANTITIES PLACED FIRST 3/8 STEEL 'HP' PILING HP WELD DETAIL BID NUMBER BID ITEM UNIT SOUTH ABUT NORTH ABUT SUPER TOTALS FLANGE SHOWN, WEB SIMILAR 203.0600.S REMOVING OLD STRUCTURE OVER WATERWAY WITH MINIMAL DEBRIS STA. 10+00 LS ------1 PILE SPLICE DETAILS 206.1000 EXCAVATION FOR STRUCTURES BRIDGES B-10-389 LS ------1 210.1500 BACKFILL STRUCTURE TYPE A TON 180 180 ----- 360 502.0100 CONCRETE MASONRY BRIDGES CY 26 26 139 191 8 502.3200 PROTECTIVE SURFACE TREATMENT SY ------140 140 8 502.3210 PIGMENTED SURFACE SEALER SY ------52 52 505.0400 BAR STEEL REINFORCEMENT HS STRUCTURES LB 2,045 2,045 ----- 4,090 505.0600 BAR STEEL REINFORCEMENT HS COATED STRUCTURES LB 1,415 1,415 24,720 27,550 1 BACKFILL PAY LIMITS. BACKFILL BEYOND PAY LIMITS SHALL BE INCIDENTAL TO EXCAVATION FOR STRUCTURES. LIMITS 516.0500 RUBBERIZED MEMBRANE WATERPROOFING SY 7 7 ----- 14 1.5 OF EXCAVATION SHALL BE DETERMINED BY THE CONTRACTOR. NO. DATE REVISION BY 550.1100 PILING STEEL HP 10-INCH X 42 LB LF 210 210 ----- 420 3'-0" 606.0300 RIPRAP HEAVY CY 55 55 ----- 110 STATE OF WISCONSIN BACKFILL STRUCTURE TYPE A DEPARTMENT OF TRANSPORTATION 612.0406 PIPE UNDERDRAIN WRAPPED 6-INCH LF 75 75 ----- 150 "GEOTEXTILE TYPE DF SCHEDULE A" LIMITS. EXTEND 2'-0" ABOVE BOTTOM OF ABUTMENT. 645.0111 GEOTEXTILE TYPE DF SCHEDULE A SY 47 47 ----- 94 STRUCTURE B-10-389 645.0120 GEOTEXTILE TYPE HR SY 95 95 ----- 190 DRAWN PLANS STRUCTURE BACKFILL LIMITS BY PKF CK'D. ETP SHEET 2 OF 8 NON-BID ITEMS PIPE UNDRAIN WRAPPED (6-INCH). SLOPE 0.5% MIN. TO CROSS SECTION SUITABLE DRAINAGE. ATTACH RODENT SHIELD AT ENDS OF 1 3 FILLER SIZE ------2" & 4" PIPE UNDERDRAIN. & QUANTITIES

FILE NAME : G:\SHARED DRIVES\PROJECTS\WI - NW REGION\7852-00-00_CLARK CO_T OF MENTOR BRIDGE\500_CADD\503_STRUCTURES\503.3_FINAL\080201_CST MENTOR.DWG PLOT DATE : 9/1/2020 5:09 PM PLOT BY : PAULETTE FENSKE STATE PROJECT NUMBER 7852-00-70

EDGE OF OBSERVED WATER MATERIAL SYMBOLS

ASPHALT TOPSOIL PEAT

CONCRETE FILL GRAVEL PROPOSED STRUCTURE

B-10-389 EAST FORK SAND CLAY SILT HALLS CREEK

BOULDERS OR LIMESTONE BEDROCK B-2 C/L BRG. N. ABUT. COBBLES (UNKNOWN) B-3 STA. 10+25.00 C/L FAIRVIEW AVENUE SHALE SANDSTONE IGNEOUS/ 10+00 10+50 META 9+50 LEGEND OF BORING

C/L BRG. S. ABUT. B-1 STA. 9+75.00

BORING #/EL. STA./OFFSET

EXISTING STRUCTURE SOIL BORINGS COMPLETED BY:

T B-10-491 TO BE REMOVED

T T

T T T PROFESSIONAL SERVICE INDUSTRIES, INC. T T T 12839 30TH AVENUE ST CHIPPEWA FALLS, WI 54729 (1) (2) (715) 738-2770 0.25 17 OCTOBER 7, 2019 F-C COBBLE OR BOULDER

WEATHERED LIMESTONE CORE RUN #1 - 24'-29' REC=80%, RQD=72%

(1) UNCONFINED STRENGTH, AS DETERMINED BY A POCKET PENETROMETER (TSF) (2) UNLESS OTHERWISE, SPECIFIED THE SPT 'N' VALUE IS BASED ON AASHTO T-206, STANDARD PENETRATION TEST. THE SPT 'N' VALUE PRESENTED HAS NOT BEEN CORRECTED FOR OVERBURDEN PRESSURE OR HAMMER EFFICIENCY. GROUND WATER ELEVATION 1050 1050 B-2 AT TIME OF DRILLING B-3 STA. 9+75, 8.2' LT. B-1 EL. 1038.0 STA. 10+03, 5.6' LT. STA. 10+35, 8.3' RT. END OF DRILLING EL. 1037.0 EL. 1036.9 AFTER DRILLING 1040 9" ASPHALT 0-4" ASPHALT, 4-5" BASE COURSE, 1040 0-4" ASPHALT, 4-5" BASE 5-7" ASPHALT, 7-12" BASE COURSE ABBREVIATIONS SAND (BASE COURSE) COURSE, 5-12" CONCRETE F-FINE M-MEDIUM C-COARSE ST-SHELBY TUBE 1.0 6 CLAY (FILL) CLAY (FILL) CLEAR SPACE BETWEEN BRIDGE DECK AND RIVER 10 SAND (FILL) 2 SAND (FILL) 8 SILT (BURIED TOPSOIL) 1030 1.0 3 SAND (FILL) 1030 SUBSURFACE EXPLORATION FOR FOUNDATION WATER 18 1.25 3 CLAY DESIGN AND BIDDERS INFORMATION 0.25 2 CLAY 10 SAND BORINGS WERE COMPLETED AT POINTS APPROXIMATELY AS 9 1020 29 20 1020 INDICATED ON THIS DRAWING TO OBTAIN INFORMATION SAND CONCERNING THE CHARACTER OF SUBSURFACE MATERIALS FOUND SAND SAND 27 AT THE SITE. BECAUSE THE INVESTIGATED DEPTHS ARE LIMITED 19 24 SAND AND THE AREA OF THE BORINGS IS VERY SMALL IN RELATION TO THE ENTIRE SITE,THE WISCONSIN DEPARTMENT OF TRANSPORTATION 35 SAND DOES NOT WARRANT SIMILAR SUBSURFACE CONDITIONS BELOW, 1010 19 50/5" 1010 BETWEEN, OR BEYOND THESE BORINGS. VARIATIONS IN SOIL WEATHERED SANDSTONE CONDITIONS SHOULD BE EXPECTED AND FLUCTUATIONS IN 47 SAND GROUNDWATER LEVELS MAY OCCUR. 8 51 SAND 50/5" 8 50/3" 1000 50/5" 50/5" 1000 WEATHERED SANDSTONE 50/1.5" WEATHERED SANDSTONE 50/4" 50/1.5" WEATHERED SANDSTONE

50/2" NO. DATE REVISION BY 990 50/5" WEATHERED SANDSTONE 50/4" 990 STATE OF WISCONSIN AUGER REFUSAL DEPARTMENT OF TRANSPORTATION 50/5" 50/5" AUGER REFUSAL 50/5" STRUCTURE B-10-389 980 WEATHERED SANDSTONE 980 DRAWN PLANS 50/4" BY PKF CK'D. ETP PILING STEEL HP 10-INCH X 42 LB SUBSURFACE SHEET 3 OF 8 970 970 EXPLORATION

FILE NAME : G:\SHARED DRIVES\PROJECTS\WI - NW REGION\7852-00-00_CLARK CO_T OF MENTOR BRIDGE\500_CADD\503_STRUCTURES\503.3_FINAL\080301_SX T MENTOR.DWG PLOT DATE : 9/1/2020 5:10 PM PLOT BY : PAULETTE FENSKE STATE PROJECT NUMBER 1 3 2 4 LEGEND 7852-00-70 C/L ABUTMENT INDICATES WING NUMBER EL. 1037.97 S. ABUT. EL. 1037.97 S. ABUT. EL. 1036.67 N. ABUT. A22 EL. 1036.67 N. ABUT. KEYED CONST. JOINT FORMED BY BEVELED 2" x 6". 6" NOTE: ORIENT SHIELD SO SLOTS

1'-0" EL. 1035.15 S. ABUT. NOMINAL ARE VERTICAL. EL. 1033.85 N. ABUT. SUPPORT ABUTMENT ON PILING STEEL HP 10-INCH x 42 LB, DRIVEN TO A 3" 3" EL. 1034.89 S. ABUT. A01 EL. 1034.89 S. ABUT. REQUIRED DRIVING RESISTANCE OF 165* TONS PER PILE AS DETERMINED B B EL. 1033.59 N. ABUT. EL. 1033.59 N. ABUT. BY THE MODIFIED GATES DYNAMIC FORMULA. ESTIMATED 30' LONG AT BOTH ABUTMENTS.

PIPE UNDERDRAIN WRAPPED 6-INCH. SLOPE 0.5% MIN. TO SUITABLE SECTION B-B A504 A504 AT DRAINAGE. ATTACH RODENT SCREEN AT ENDS OF PIPE UNDERDRAIN. 1'-0" CTRS. 3/8" MAX A503 A503 AT A801 B.F. RODENT SHIELD TO BE INCLUDED IN BID PRICE OF "PIPE UNDERDRAIN 1 1/2" 5'-0" 1'-0" CTRS. A502 F.F. 5'-0" WRAPPED 6-INCH". DIMENSION IS APPROXIMATE. THE GRATE 1 A405 SEAL ALL EXPOSED HORIZONTAL AND VERTICAL SURFACES OF 2" FILLER IS SIZED TO FIT INTO A PIPE COUPLING. WITH NON-STAINING GRAY ON-BITUMINOUS JOINT SEALER. (1" DEEP AND HOLD 1/8" BELOW SURFACE OF CONCRETE.) RODENT SHIELD DETAIL THE RODENT SHIELD, PIPE COUPLING AND SCREWS SHALL BE ELEVATION EL. 1029.89 S. ABUT. 18" RUBBERIZED MEMBRANE WATERPROOFING. SEAL ALL HORIZONTAL CONSIDERED INCIDENTAL TO THE BID ITEM "PIPE UNDERDRAIN EL. 1028.59 N. ABUT. AND VERTICAL JOINTS ON BACKFACE. WRAPPED 6-INCH". (N. ABUT. LOOKING NORTH) (S. ABUT. LOOKING SOUTH) A510 BARS AT 1'-0". THESE BARS MAY BE PLACED AFTER CONCRETE IS THE RODENT SHIELD SHALL BE A PVC GRATE SIMILAR TO THIS POURED BUT BEFORE INITIAL SET HAS TAKEN PLACE. DETAIL. THE GRATE IS COMMERCIALLY AVAILABLE AS A FLOOR STRAINER. A PIPE COUPLING IS REQUIRED FOR THE ATTACHMENT 1 3 2 4 B.F. DENOTES BACK FACE OF THIS SHIELD TO THE OUTFALL PIPE. THE SHIELD SHALL BE FASTENED TO THE PIPE COUPLING WITH TWO OR MORE NO. 10 X 3 1 1 3 F.F. DENOTES FRONT FACE 1'-5" 6'-4 8" 15'-3 2" 15'-3 2" 6'-4 8" 1'-5" 1-INCH.

1 1 2'-0" 13'-3 2" 13'-3 2" 2'-0"

2'-0" 2'-0" C/L FAIRVIEW AVENUE 9'-0" 1'-5" 1'-5" 9'-0" 1'-0" C/L BRG. C/L BEARING & PILES 1'-0" TYP. A19 S. ABUT. STA. 9+75.00 LEVEL 4" x 3 " PREFORMED JOINT FILLER " " N. ABUT. STA. 10+25.00 1'-0" 4 8 8 1'-3" 1'-3" 3 3 LEVEL 3 " " A17 A22 A01 A17 4" BEVEL 8 8 3 3 8'-9 8'-10 8'-10 B.F. TOP OF BERM EL. 1032.39 S. ABUT. 4" 1 " 7'-5 7'-5 TYP. 4 3 TOP OF BERM EL. 1031.09 N. ABUT. " 90° 8 A22 10'-6 A01

1'-3" A19

2'-6" SEE RIPRAP F.F. 1'-3" DETAIL ON A503 A405 AT 4'-0" MAX. CENTERS. ALTERNATE 4" x 3 " PREFORMED SHEET 1 EDGE OF SLAB F.F. 4 EDGE OF SLAB HOOKED ENDS AS 1'-9 JOINT FILLER 1 1 1 2" 2" SHOWN. TYP. 4 C/L BRG. & PILES 2'-6" " FILLER FILLER A504 1 1 2'-4" 13'-3 2" 13'-3 2" 2'-4" 2" CLR. 3 1 1 3 (TYP.) 7'-5 8" 15'-7 2" 15'-7 2" 7'-5 8" " MAX. 8 1 B.F.

3 5'-0" MIN. 46'-1 4" 5'-3 A15 PLAN 3'-6" 8 EQUAL SPACES B.F. A801 8 EQUAL SPACED F.F. A502 (S. ABUT. SHOWN, N. ABUT. SIMILAR) 2'-6" 1 2'-0" MIN. 1.5 EL. 1029.89 S. ABUT. EL. 1028.59 N. ABUT. 1'-0"

GEOTEXTILE 3" GEOTEXTILE TYPE DF SCHEDULE A.

1 3 C/L FAIRVIEW AVENUE 2 4 CLR. TYPE HR EXTEND 2'-0" ABOVE BOTTOM OF ABUTMENT. A15 A09 1'-3" 1'-3" C/L BEARING & PILES 2'-6" S. ABUT. STA. 9+75.00 N. ABUT. STA. 10+25.00 8 90° SECTION THRU BODY 8 5'-1" B.F. MIN. LAP 45° DO NOT PLACE FILL ABOVE 3'-0" FROM BOTTOM OF

45° 9-A801 9-A801 ABUTMENT UNTIL SUPERSTRUCTURE IS IN PLACE.

" 1'-0" 8 1 7 3 TYP. TYP. 2'-3 NO. DATE REVISION BY 4'-0" 2 3 A503 4 5 6 TYP. STATE OF WISCONSIN A504 2'-5" DEPARTMENT OF TRANSPORTATION 9-A502 F.F. 9-A502 MIN. LAP C/L BRG. & PILES 1 1 1 1 2'-1 2" 2'-1 2" 2 SPACES AT 6'-9" = 13'-6" 2 SPACES AT 6'-9" = 13'-6" 2'-1 2" 2'-1 2" PILE STRUCTURE B-10-389 SPACING DRAWN PLANS BY PKF CK'D. ETP SHEET 4 OF 8 PILE PLAN ABUTMENTS (S. ABUT. SHOWN, N. ABUT. SIMILAR)

FILE NAME : G:\SHARED DRIVES\PROJECTS\WI - NW REGION\7852-00-00_CLARK CO_T OF MENTOR BRIDGE\500_CADD\503_STRUCTURES\503.3_FINAL\080401-AB_T MENTOR.DWG PLOT DATE : 9/1/2020 5:10 PM PLOT BY : PAULETTE FENSKE 8 FILE NAME : EL. 1028.59 EL. 1029.89

4'-7" G:\SHARED DRIVES\PROJECTS\WI - NW REGION\7852-00-00_CLARK CO_T OF MENTOR BRIDGE\500_CADD\503_STRUCTURES\503.3_FINAL\080401-AB_T MENTOR.DWG A503 8'-1" 5'-3" 2'-10" N. ABUT. S. ABUT.

2'-0" A417 (E.F.) 3" 3" B C 2'-6" A418 (E.F.) A504 2'-2" ELEVATION - WINGS 10 SPA. AT 9" = 7'-6" A419 (E.F.) 10 SPA. AT 9" = 7'-6"

1 A516 A815 4 2" B.F. A411 E.F. A411 E.F. SECTION B-B A420 (E.F.) 9'-0" 9'-0" A09 F.F. A405 2'-2" STD. 180° HOOK 6" 9" 9" 4'-0" TYP. A801 A412 A412 3 EQ. SPA.

VARIES 3 EQ. SPA. = 1'-9" 4'-10" TO 7'-6" = 1'-9" A411 EL. 1029.89

1'-4" 1'-3"

A503

A502

A413

1'-3" 2'-6" 2'-0" C B 7'-8" 4" 8 EQUAL SPA. 3 EQ. SPA.

A412 A815 (B.F.), A516 (F.F.) A414 1'-4"

5'-0" 3'-1" 3 4 " 'V' GROOVE A417 (E.F.) A418 (E.F.) A419 (E.F.) A420 (E.F.) 3'-6" 2'-0" 8 EQUAL SPACES A516 SECTION THRU WING A414 F.F. 3" CLR. TYP. 1'-0" 2'-0" LAP

A417, A418, A419

SECTION C-C 2'-1" 2'-2" PLOT DATE : A411 E.F. B.F. F.F. A03 A411 OR A412 B.F. A15 9/1/2020 5:10 PM A414

C/L BRG. & PILES

A412 1'-6" A413 45°

A412 8 EQUAL SPACES 3 EQUAL

2'-4" A815 SPACES

160° NAME PLATE DETAIL A801, A815, A516 PLOT BY :

(WING 1 ONLY)

A413 1'-3"

A420 1'-3" 2'-6" 1 2 " FILLER 1'-0" PAULETTE FENSKE 8'-3" BENCH MARK CAP (WHEN SUPPLIED) 9" BUNDLE AND TAG EACH SERIES SEPARATELY. BAR SERIES TABLE BILL OF BARS - ABUTMENTS DIMENSIONS IN BENDING DETAILS ARE OUT-TO-OUT OF BAR THIS BILL INCLUDES BOTH ABUTMENTS. THE FIRST DIGIT OR TWO DIGITS OF BAR MARK SIGNIFIES SIZE. NON-COATED BARS COATED BARS MARK MARK A420 A419 A418 A417 A516 A815 A414 A413 A412 A510 A405 A504 A503 A502 A411 A411 A801 BAR BAR UNDERDRAIN WRAPPED 6-INCH". PIPE UNDERDRAIN WRAPPED 6-INCH. SLOPE 0.5% MIN. TO SUITABLE DRAINAGE. ATTACH RODENT BOTH ABUTMENTS. BY THE MODIFIED GATES DYNAMIC FORMULA. ESTIMATED 30' LONG AT REQUIRED DRIVING RESISTANCE OF 165* TONS PER PILE AS DETERMINED OPTIONAL KEYED CONST. JOINT FORMED BY BEVELED 2" x 6" (18" RUBBERIZED MEMBRANE SCREEN AT ENDS OF PIPE UNDERDRAIN. RODENT SHIELD TO BE INCLUDED IN BID PRICE "PIPE SUPPORT ABUTMENT ON PILING STEEL HP 10-INCH x 42 LB, DRIVEN TO A WATERPROOFING AT B.F. & E.F. DENOTES EACH FACE F.F. DENOTES FRONT FACE B.F. DENOTES BACK FACE LEGEND REQ'D 4 SERIES OF 11 NO. 128 16 16 36 36 88 50 64 36 36 24 48 8 8 8 8 NO. REQ'D. LENGTH 16'-11" 10'-8" 11'-8" 13'-5" 10'-2" 6'-11" 21'-8" 4'-11" 7'-2" 9'-2" 9'-1" 8'-8" 3'-0" 6'-1" 4'-7" 2'-0" 3

4 BENT " "V" GROOVE AT F.F. IF JOINT IS USED). 7'-4" TO 10'-0" X X X X X X X X X X LENGTH SERIES BAR X NO. BODY - TOP BODY - TIES BODY - TOP BODY - E.F. BODY - F.F. BODY - B.F. LOCATION WINGS - E.F. WINGS - E.F. WINGS - E.F. WINGS - E.F. WINGS - F.F. WINGS - B.F. WINGS - CORNERS WINGS - TOP WINGS - E.F. WINGS - E.F. DATE ABUTMENT DETAILS DEPARTMENT OF TRANSPORTATION STATE PROJECT NUMBER 7852-00-70 TOTAL WEIGHT = TOTAL WEIGHT = STATE OF WISCONSIN STRUCTURE B-10-389 REVISION DRAWN BY PKF 2,830 LBS 4,090 LBS SHEET HORIZ. HORIZ. HORIZ. HORIZ. HORIZ. HORIZ. HORIZ. HORIZ. HORIZ. TRANS. VERT. VERT. VERT. VERT. VERT. VERT. CK'D. PLANS 5 OF 8

ETP BY 8 STATE PROJECT NUMBER 7852-00-70 52'-6" NOTES 1'-3" SPAN LENGTH = 50'-0" 1'-3" TOP TRANSVERSE BARS IN SLAB SHALL BE SUPPORTED BY INDIVIDUAL BAR CHAIRS AT APPROXIMATELY 3'-0" CENTERS EACH WAY. BOTTOM LONGITUDINAL BARS SHALL BE SUPPORTED BY CONTINUOUS BAR CHAIRS AT APPROXIMATELY 4'-0" CENTERS. C/L S. ABUT. 1'-9" MIN. WEST EDGE C/L N. ABUT. LAP (TYP.) OF SLAB TRANSVERSE BARS SHALL BE PLACED PARALLEL TO THE C/L OF SUBSTRUCTURE UNITS.

ALL SLAB THICKNESS DIMENSIONS ARE MINIMUM. ANY TOLERANCES NECESSARY TO CORRECT S506 AT SEE SHEET 8 CONSTRUCTION DISCREPANCIES ARE TO BE PLUS (+). 1'-0" CTRS. SEE SHEET 8 PARAPETS SHALL BE POURED AFTER FALSEWORK HAS BEEN RELEASED. 2'-11" MIN. LAP (TYP.) 13'-3" END OF SLAB S504 AT 1'-0" CTRS. LEGEND A19 18" RUBBERIZED MEMBRANE WATERPROOFING. SEAL ALL S503 AT 1'-0" CTRS. END OF SLAB HORIZONTAL AND VERTICAL JOINTS ON BACKFACE. REINFORCEMENT

SHOWING TOP SLAB SHOWING TOP S505 AT 1'-0" CTRS. A22 A510 BARS AT 1'-0". THESE BARS MAY BE PLACED AFTER CONCRETE IS POURED BUT BEFORE INITIAL SET HAS TAKEN PLACE. 26'-6" C/L FAIRVIEW AVENUE 5'-0" S602 AT 10" CTRS. TYP.

13'-3" 1 S1101 AT 5" OR 5 2" CTRS. REINFORCEMENT (SEE TYPICAL SECTION 3" 52 SPA. AT 1'-0" = 52'-0"

SHOWING BOTTOM SLAB SHOWING BOTTOM THRU SLAB BELOW) S503 (TOP BARS)

5" 62 SPA. AT 10" = 51'-8" S602 (BTM. BARS) " 2 1 2 S503 S504 CLR. EAST EDGE OF SLAB

A22 2'-4" PLAN SLAB S505 AT 1'-0" CTRS. 6" A19 " S1101 S602 2 1 1 CLR. 3" S602 3 4" 4 " BEVEL

3 4" x 4" PREFORMED 1'-3" 12'-0" JOINT FILLER LEVEL 6" 3" 13 SPA. AT 1'-0" = 13'-0" S504

C/L ABUT. 1'-3" 1'-3" SYM. ABOUT C/L FAIRVIEW AVENUE 2'-6"

S506 AT 1'-0" CTRS. PLACE BETWEEN POINT REFERRED TO PARTIAL LONGITUDINAL SECTION PARAPET TYPE 42SS S503 BARS ON PROFILE GRADE LINE FOR DETAILS SEE SHEET 8 S503 8 S504 2.0% 8 2'-4" SLAB

NO. DATE REVISION BY

STATE OF WISCONSIN 3 S1101 DEPARTMENT OF TRANSPORTATION 4" 'V' GROOVE EXTEND 6" 5" S602 FROM F.F. OF ABUT.

1 1 1 STRUCTURE B-10-389 2 2" 17 SPA. AT 5" = 7'-1" 13 SPA. AT 5 2" = 5'-11 2" DRAWN PLANS S1101 S1101 BY PKF CK'D. ETP SHEET 6 OF 8 TYPICAL SECTION THRU SLAB SUPERSTRUCTURE

FILE NAME : G:\SHARED DRIVES\PROJECTS\WI - NW REGION\7852-00-00_CLARK CO_T OF MENTOR BRIDGE\500_CADD\503_STRUCTURES\503.3_FINAL\080501-SS_T MENTOR.DWG PLOT DATE : 9/1/2020 5:10 PM PLOT BY : PAULETTE FENSKE STATE PROJECT NUMBER 7852-00-70

50'-0" BILL OF BARS - SUPERSTRUCTURE SPAN BAR NO. BAR LENGTH LOCATION MARK REQ'D SERIES BENT C/L BRG. S. ABUT. C/L BRG. N. ABUT. COATED BARS TOTAL WEIGHT = 24,720 LBS 2.2" 2.1" 2.1" 1.8" 1.8" S1101 61 46'-1" SLAB - BTM LONGIT. 1.3" 1.3" 0.7" 0.7" S602 67 26'-2" SLAB - BTM TRANS. S503 53 26'-2" SLAB - TOP TRANS. S504 54 27'-7" SLAB - TOP LONGIT. S505 54 8'-10" X SLAB - AT ABUTMENTS VERT. S506 104 5'-0" SLAB - EDGES TRANS. 0.4 PT 0.5 PT 0.6 PT 0.7 PT 0.8 PT 0.9 PT 0.1 PT 0.2 PT 0.3 PT S510 106 4'-5" X PARAPETS VERT. S511 106 6'-8" X PARAPETS VERT. CAMBER DIAGRAM S512 44 2'-9" X PARAPETS VERT. PROVIDE CAMBER AS SHOWN ABOVE TO PROVIDE FOR DEAD LOAD S513 68 4'-4" X PARAPETS VERT. DEFLECTION AND FUTURE CREEP. THIS DOES NOT INCLUDE ANY ALLOWANCE FOR FORM SETTLEMENT. S514 20 6'-5" X PARAPETS VERT. S515 24 6'-6" X PARAPETS VERT. PRIOR TO RELEASING SLAB FALSEWORK, TAKE TOP OF SLAB S516 4 10'-6" X PARAPETS HORIZ. ELEVATIONS AT THE C/L OF ABUTMENTS AND AT 5/10 POINTS TO VERIFY CAMBER. TAKE ELEVATIONS ALONG GUTTER LINES AND S517 20 10'-6" PARAPETS HORIZ. CROWN OR C/L. S518 24 5'-5" X X PARAPETS VERT. S519 8 10'-9" X PARAPETS HORIZ. S520 32 20'-0" PARAPETS HORIZ.

TO DETERMINE FALSEWORK ELEVATION AT EDGE OF SLAB, CROWN OR REFERENCE LINE FOLLOW THIS PROCEDURE: THE FIRST DIGIT OR FIRST TWO DIGITS OF THE BAR MARK SIGNIFIES THE BAR SIZE. TOP OF SLAB ELEVATION AT FINAL GRADE LESS SLAB THICKNESS DIMENSIONS IN BENDING DETAILS ARE OUT-TO-OUT OF BAR PLUS CAMBER PLUS FORM SETTLEMENT/DEFLECTION DUE TO PLACEMENT OF SLAB CONCRETE (TO BE COMPUTED BY THE CONTRACTOR)

EQUALS TOP OF SLAB FALSEWORK ELEVATION. BAR SERIES TABLE

BAR NO. REQ'D. LENGTH MARK

S518 4 SERIES OF 6 4'-9" TO 6'-1"

NOTE: SEE SHEET 8 FOR ADDITIONAL BENDING DIAGRAMS. TOP OF DECK ELEVATIONS

C/L OF C/L OF LOCATION S. ABUT. 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 N. ABUT. EAST EDGE OF SLAB 1038.00 1037.80 1037.62 1037.46 1037.31 1037.17 1037.05 1036.94 1036.84 1036.76 1036.69 2'-2" C/L STRUCTURE 1038.24 1038.04 1037.86 1037.70 1037.55 1037.41 1037.29 1037.18 1037.08 1037.00 1036.93 WEST EDGE OF SLAB 1038.00 1037.62 1037.62 1037.46 1037.31 1037.17 1037.05 1036.94 1036.84 1036.76 1036.69 ELEVATIONS SHOWN ARE FINISHED DECK AND DO NOT INCLUDE ALLOWANCES OF DEAD LOAD DEFLECTION AND FUTURE CREEP. 2'-8" 45°

2'-2" SURVEY TOP OF SLAB ELEVATIONS 8 S505 8 SPAN POINT S. ABUT. 0.5 N. ABUT.

WEST EDGE OF SLAB C/L STRUCTURE EAST EDGE OF SLAB NO. DATE REVISION BY STATE OF WISCONSIN PRIOR TO RELEASING SLAB FALSEWORK, TAKE TOP OF SLAB ELEVATIONS AT THE C/L OF DEPARTMENT OF TRANSPORTATION ABUTMENTS AND AT 5/10 PTS. TO VERIFY CAMBER. TAKE ELEVATIONS ALONG GUTTER LINES AND CROWN OR R/L. RECORD THE ELEVATIONS IN THE ABOVE TABLE FOR THE "AS BUILT" PLANS. STRUCTURE B-10-389 DRAWN PLANS BY PKF CK'D. ETP SUPERSTRUCTURE SHEET 7 OF 8 DETAILS

3 7852-00-70 2'-6" 6'-6" 1'-5 8"

5 3 1'-0" 1'-0" 3 10 8" 6 4" 1'-0 8" S519 NAME PLATE. FOR LOCATION S520 SEE "GENERAL PLAN" SHT. S519 " 9" 4 3

S517 S517 11 S520 "

S515 8 5 5 S511 @ 8" S518 1 1 8" 3'-6"

5" CHAMFER 1'-6"

TOP OF 1'-2" 1'-2" TOP OF DECK 1'-2"

WING 1" 6"

B.F. OF ABUT. 1 3 2" FILLER S513 4" S512 S520 2'-4" SLAB 2'-4" SLAB 2'-4" SLAB 1'-3" INSIDE ELEVATION S513 S510 @ 8" S516 S516 LEVEL

EDGE OF SLAB 3 3 4" 3 4" 3 5" 4" V-GROOVE. TERMINATE 5" 4" V-GROOVE. TERMINATE SECTION A 6" FROM FACE OF ABUTMENT. 6" FROM FACE OF ABUTMENT. S517, S519 S513 SECTION B SECTION C S518 S514 S515 S511 5"

1 4 2" R 2'-8"

S512 2'-0" S510 1'-3"

5" 2'-1" 1'-2" S516 2'-6" 6'-6" 1 4 2" R 9° 9'-0" 9° PLAN S510 S511 S512

S517 S520 1'-6" A S519 B C 7'-3" 6" 176° 184° 10" 1'-9" S516 MIN. LAP 2'-9" 2'-10" 2'-0" TO 2'-8" 1'-8" 3'-3" 1 1 S518 S514 S515 2 2" R 3 2" R

3'-6" 1 183° 2 2" R 165° 8 2'-8" S513 S514 S515 S518 S519 8 S513 S511

S512 S510 NO. DATE REVISION BY B.F. OF ABUT. CONST. JOINT - STRIKE OFF AS SHOWN. STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION S512 BARS MAY BE PLACED AFTER CONCRETE IS POURED BUT BEFORE STRUCTURE B-10-389 5" 5 SPA. @ 6"=2'-6" 6" 4 SPA. @ 6"= 2'-0" 6" 5 SPA. @ 6"= 2'-6" 6" 52 SPA. AT 8" = 34'-8" INITIAL SET HAS TAKEN PLACE. USE DRAWN PLANS S513, S518 S512, S513, S514 S512, S513, S515 S510, S511 CARE TO PLACE S512 BARS BY PKF CK'D. ETP CORRECTLY ALONG TRANSITION OF C PARAPET. SHEET 8 OF 8 A B SINGLE SLOPE OUTSIDE ELEVATION PARAPET 42SS DIVISION 1 - FAIRVIEW AVE AREA (SF) INCREMENTAL VOL (CY) (UNADJUSTED) CUMULATIVE VOL (CY)

CUT EXPANDED FILL STATION DISTANCE SALVAGED/UNUSABLE CUT SALVAGED/UNUSABLE FILL MASS ORDINATE CUT FILL PAVEMENT MATERIAL PAVEMENT MATERIAL 1.00 1.00 NOTE 1 NOTE 2 NOTE 3 NOTE 1 NOTE 8 09+00 0.00 31.37 0.00 0.25 0 0 0 0 0 0 09+25 25.00 9.85 0.00 9.63 19 0 5 19 5 14 09+50 25.00 13.34 0.00 7.87 11 0 8 30 13 17 09+74 24.00 13.54 0.00 33.77 12 0 19 42 32 10

DIVISION 2 - FAIRVIEW AVE AREA (SF) INCREMENTAL VOL (CY) (UNADJUSTED) CUMULATIVE VOL (CY)

CUT EXPANDED FILL STATION DISTANCE SALVAGED/UNUSABLE CUT SALVAGED/UNUSABLE FILL MASS ORDINATE CUT FILL PAVEMENT MATERIAL PAVEMENT MATERIAL 1.00 1.00 NOTE 1 NOTE 2 NOTE 3 NOTE 1 NOTE 8 10+28.9 0.00 0.01 0.00 182.63 0 0 0 0 0 0 10+44 15.10 20.70 0.00 60.46 6 0 68 6 68 -62

9 9

PROJECT NO: 7852-00-70 HWY: FAIRVIEW AVE COUNTY: CLARK EARTHWORK: FAIRVIEW AVE SHEET E FILE NAME : G:\SHARED DRIVES\PROJECTS\WI - NW REGION\7852-00-00_CLARK CO_T OF MENTOR BRIDGE\500_CADD\501_C3D_2018\78520000\SHEETSPLAN\090201-XS.DWG PLOT DATE : 1/5/2021 5:36 PM PLOT BY : BOBBY JONES PLOT NAME : PLOT SCALE : 1 IN:10 FT HORZ. / 1 IN:10 FT VERT. WISDOT/CADDS SHEET 49 LAYOUT NAME - 090200-ew STA 10+00 STRUCTURE B-10-389 REQ'D

CL FAIRVIEW AVE C L

EX RW TEL EX RW 1040 1040 2.0% 2.0% 4.1:1 4.0:1 1037.71 1037.29 1037.46 1037.53 1037.40 1036.74 1036.86 9+70 3.0:1 -18.78 -10.98 0.00 10.99 18.83 3.0:1 -20.96 CL 21.02 1034.56 FAIRVIEW AVE -27.46

1030 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 1030

C L EX CL FAIRVIEW AVE RW TEL EX RW 1040 2.0% 2.0% 1040 4.0:1 4.0:1 1038.73 1038.35 1038.51 1038.51 1038.35 3.0:11037.81 1037.81 3.0:1 -18.82 -11.00 0.00 11.00 18.82 1037.02-21.00 21.00 9+50 -23.36 1035.87 26.82

1030 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 1030

C 1050 EX L 1050 RW CL FAIRVIEW AVE TEL EX RW 2.0% 6.7% 3.0:1 1041.97 1042.26 9+00 1041.601041.78 -14.54 0.00 1041.17 1041.03 -24.36-23.84 1040 16.16 23.40 1040

1030 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 1030

C EX L 1050 RW 1050 CL FAIRVIEW AVE TEL EX RW

8+95 1040 10 FT 1040

9 BEGIN PROJECT STA 8+95 9 10 FT

1030 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 1030 PROJECT NO: 7852-00-70 HWY: FAIRVIEW AVE COUNTY: CLARK CROSS SECTIONS: FAIRVIEW AVE SHEET E FILE NAME : G:\SHARED DRIVES\PROJECTS\WI - NW REGION\7852-00-00_CLARK CO_T OF MENTOR BRIDGE\500_CADD\501_C3D_2018\78520000\SHEETSPLAN\090201-XS.DWG PLOT DATE : 10/2/2020 1:50 PM PLOT BY : NOAH BELLING PLOT NAME : PLOT SCALE : 1 IN:10 FT HORZ. / 1 IN:10 FT VERT. WISDOT/CADDS SHEET 49 LAYOUT NAME - 1 C L

1040 EX TEL EX 1040 RW RW

10+45

1030 1030

1025 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 1025

C L

TEL 1040 1040 EX EX RW RW 2.0% 2.0% 10+30 4.0:1 4.0:1 1035.99 1035.61 1035.77 1035.77 1035.61 1035.07 1035.07 -18.82 -11.00 0.00 11.00 18.82 3.0:1 3.0:1 -21.00 21.00

-70 -60 -50 -40 1031.11 -30 -20 -10 0 10 20 30 40 50 60 70 1030 -32.88 1030 END PROJECT STA 10+45

CL FAIRVIEW AVE

10 FT 9 9 10 FT

PROJECT NO: 7852-00-70 HWY: FAIRVIEW AVE COUNTY: CLARK CROSS SECTIONS: FAIRVIEW AVE SHEET E FILE NAME : G:\SHARED DRIVES\PROJECTS\WI - NW REGION\7852-00-00_CLARK CO_T OF MENTOR BRIDGE\500_CADD\501_C3D_2018\78520000\SHEETSPLAN\090201-XS.DWG PLOT DATE : 10/2/2020 1:50 PM PLOT BY : NOAH BELLING PLOT NAME : PLOT SCALE : 1 IN:10 FT HORZ. / 1 IN:10 FT VERT. WISDOT/CADDS SHEET 49 LAYOUT NAME - 2 Notes http://www.dot.wisconsin.gov Dedicated people creating transportation solutions through innovation and exceptional service. Wisconsin Department of Transportation