REPORT OF CITY ENGINEER PROPOSED STREET IMPROVEMENTS AND SPECIAL ASSESSMENTS 2018 STREET CONSTRUCTION CITY OF STOUGHTON, WISCONSIN

Transcription

1 REPORT OF CITY ENGINEER ON PROPOSED STREET IMPROVEMENTS AND SPECIAL ASSESSMENTS 2018 STREET CONSTRUCTION CITY OF STOUGHTON, WISCONSIN STRAND ASSOCIATES, INC. Consulting Engineers 910 West Wingra Drive Madison, WI APRIL 2018

2 In accordance with Resolution No. R of the Common Council of the City of Stoughton, dated February 27, 2018, and acting on behalf of the City of Stoughton as City Engineer, we herewith submit the following report on proposed assessments for street, sidewalk, driveway aprons, drainage improvements, handrailing, and retaining walls within the project area described below and as shown on Schedule A of this report. 1. Gjertson Street from Main Street to Hamilton Street. 2. Forrest Street from Main Street from Jefferson Street. 3. Vernon Street from Academy Street to 100 feet east of Kristi Lane. 4. Kristi Lane from Vernon Street to the south end. 5. Academy Street from 300 feet west of East Street to Veterans Road. 6. East Street from Academy Street to a point 300 feet south. 7. Veterans Road (County N) from Main Street (US 51) to Academy Street. 8. Sundt Lane (North Side) east of Chapin Lane. This report consists of the following schedules attached hereto: Schedule A Plans and specifications for proposed improvements. Schedule B Estimate of the entire cost of the proposed improvements. Schedule C Table of proposed assessments against each parcel in the project area. The properties listed in Schedule C are those for which proposed assessments are to be made under the City s police power as provided for under Section , Wisconsin State Statutes. These properties are benefited by the proposed improvements as said improvements will provide properties with new curb and gutter, sidewalk, driveway apron, drainage improvements/storm sewer connections, hand railing, retaining walls, and sanitary sewer and water main extensions. The proposed assessments have been made on the basis of, and applied to, all properties adjacent to the new curb and gutter in the project area. In accordance with Chapter 64 of the City s Code of Ordinances, the City s share of related project costs shall be as follows: 1. Half of the cost for curb and gutter. 2. Half of the cost for sidewalk. 3. Full cost of sidewalk ramps at intersection radii. Individual property owners shall be assessed all remaining project costs, including the following: 1. Half of the cost for curb and gutter (full cost if no curb and gutter currently exists). 2. Half of the cost for sidewalk (subject to subdivision/platting requirements) 3. Full cost of driveway aprons. 4. Full cost of private sidewalk (carriage walks/steps). 5. Full cost of storm sewer and other improvements serving private property. 6. Full cost of retaining walls less than 4 feet in height. Respectfully Submitted, STRAND ASSOCIATES, INC. Mark A. Fisher, P.E.

3 SCHEDULE A RETE CURB AND GUTTER, DRIVEWAY, SIDEWALK, AND RETAINING WALL CONSTRUCTION AND RESTORATION SPECIFICATIONS AND PRELIMINARY PLANS FOR PROPOSED IMPROVEMENTS

4 N GRASS WEST M AIN STREET 2' WIDE PAVEMENT REPLACEMENT 2' WIDE GRASS TERRACE BETWEEN SIDEWALK AND PAVEMENT REPLACE CASTING AND ADJUSTMENT. PROVIDE 24-IN RETE CURB AND GUTTER W MAIN ST 1050 ASSOCIATES LLC (DOLLAR GENERAL) DOWNSPOUT CONNECTIONS AT EXISTING DOWNSPOUT LOCATIONS (TYP. OF 4) SEE DOWNSPOUT CONNECTION DETAIL ON SHEET 12) 4" ASPHALT PAVEMENT BM NO BM-10 DESCRIPTION 2x5 TRUNCATED DOME DETECTABLE WARNING FIELD (TYP.) SPOT-REPLACE RETE PAVEMENT FOR STORM SEWER INSTALLATION MATCH EXISTING. EXISTING CROSSW ALK W V STOP BAR ASPH. GRASS E MAIN ST SAIGE PROPERTIES LLC ASPH. PARKING LOT ASPH. RET. W ALL STONE ASPH. #215 4' STONE IP ASPH. PARKING LOT GRASS GRASS LAT EX SAN RIM " LAT POST ASPH. ASPH. 24' 26' 30' SPOT-REPLACE CURB RETE PAVEMENT ADJACENT TO RETE PAVEMENT. PROTECT RETE PAVEMENT. REFER TO INTERSECTION DETAILS FOR SIDEWALK AND PEDESTRIAN RAMP GRADES AND ELEVATIONS (TYP.) FIRE HYDRANT TOP NUT LOCATED AT THE SOUTHWEST CORNER OF THE WEST MAIN AND VAN BUREN STREET INTERSECTION. 0 FEET SALVAGE AND ADJUST CASTING ELEV VPI EL INL-1.1 BOC ' B-B SALVAGE AND RESET EXISTING SIGNS (TYP.) INL-1.1 OFFSET CROWN PROTECT EXISTING FENCE STA /24.0'RT FH W/ AUX. VALVE BURY LINE ELEV VERIFY THE EXISTING MAIN ELEVATION AND PROVIDE THE APPROPRIATE BURY DEPTH. PROVIDE CONNECTION TO EXISTING WATER MAIN. REMOVE AND SALVAGE 16 LF - STORM 1.00% EXISTING FIRE HYDRANT TO OWNER. ABANDON EXISTING LEAD AT HYDRANT TEE. INL-2.1 BOC GJERTSON STREET INL-2.1 NEW SANITARY LATERAL SERVICE 30-IN RETE CURB AND GUTTER(TYP.) SAWCUT EXISTING WITHIN GRADING LIMITS ASPHALT PAVEMENT NEW WATER REMOVE TREES, BUSHES, AND STUMPS LOCATED 108 LF - STORM 0.85% LOW PROFILE CASTING. 15 LF - STORM 1.00%. PLUG STUB END 39' B-B DRIVEWAY RESTORATION IN-KIND UNLESS NOTED (TYP.) MONEMENT TO BE SALVAGED AND RESET BY ENGINEER (TYP.) 4-IN RETE SIDEWALK (TYP.) INL-2.1A BOC INL-2.1A 6-IN RETE DRIVEWAY APRON (TYP.) 6-IN RETE SIDEWALK (TYP.) ADJUST CASTING RIM LF - STORM 0.85% INL-3.1 DS DS 80'. DS POST GRASS GRASS REPLACE EXISTING WATER SERVICE TO ACCOMMODATE GRADE CHANGE FOR SIDEWALK AND RETAINING WALL #125 #117 PROPOSED REFERENCE LINE PROFILE (TYP.) BOC INL-3.1 INL-3.2 ADJUST DRAIN PIPING TO DISCHARGE AT GRADE EXISTING GROUND PROFILE AT REFERENCE LINE (TYP.) INL-3.2 BOC MODULAR BLOCK RETAINING WALL AS SPECIFIED 0.85% COORDINATE DOWNSPOUT CONNECTION SPACING WITH RETE PIPE SUPPLIER 18 LF - STORM ASPH DS VPC EL /22 REM OVED 24-IN RETE CURB REV1 AND GUTTER, DOLLAR STORE DRIVEW AY ENTRANCE, AND STORM GJERTSON STREET PLAN AND PROFILE SEW ER INL-1.2 AND STREET AND UTILITY CONSTRUCTION REVISED INL-1.1 AND 2.1. ADDED INL-2.1A W/ 15 LF STUB OF STORM SEW ER CITY OF STOUGHTON DANE COUNTY, W ISCONSIN IE E EX IE SW EX IE N IE S IE N TOP OF EXISTING WATER MAIN FLOWLINE OF PROPOSED STORM SEWER FLOWLINE OF EXISTING SANITARY SEWER IE S IE NW IE N IE S IE NW IE SE IE N IE W LF - STORM 0.85% MAF A S S O C I A T E S 9 S:\MAD\ \1040\114\Micros\PLAN\09_PP_GJ_01.dgn user: kylew 3/22/2018 2:21:45 PM

5 10" 10" 21" 21" HAM ILTON 7-IN RETE COMMERCIAL DRIVEWAY APRON (TYP.) BARRIER CURB SEE DETAIL REPLACE CASTING AND #1050 DOWNSPOUT CONNECTIONS AT EXISTING DOWNSPOUT LOCATIONS (TYP. OF 1) SEE DOWNSPOUT CONNECTION DETAIL ON SHEET 12) STREET N ADJUSTMENT. PROVIDE LOW PROFILE CASTING. PRECAST 12-IN RCP 45 BEND DS BSMT DS DS 5' GRASS INL-3.4 PROTECT INL-3.3 EXISTING FENCE REFER TO INTERSECTION DETAILS FOR SIDEWALK AND #1008 PEDESTRIAN RAMP GRADES AND ELEVATIONS (TYP.) 2x5 TRUNCATED DOME DETECTABLE BSMT.. W V WARNING FIELD (TYP.) GRASS GJERTSON STREET 45' BM-11 GUY GUY LAT 6'R (TYP.) 10" W V W V W V 4" LAT 39' B-B TREES TREES 7' 15" 21" 30-IN RETE CURB AND GUTTER(TYP.) GUY GRASS SAWCUT AND MATCH EXISTING 4-IN RETE PAVEMENT (TYP.) SIDEWALK (TYP.) MODULAR BLOCK RETAINING WALL AS SPECIFIED ARBORVITAES TO BE TRIMMED BACK (BY OTHERS) PROTECT UTILITY POLE AND GUY WIRE GUYGUY SALVAGE AND RESET EXISTING SIGNS (TYP.) #924 BM NO BM-11 DESCRIPTION FIRE HYDRANT TOP NUT LOCATED AT THE NORTHWEST CORNER OF THE GJERTSON AND HAMILTON STREET INTERSECTION. ELEV #925 0 FEET VPC EL INL-3.3 RIM FLOWLINE OF PROPOSED STORM SEWER L = 100' EX SAN RIM ADJUST CASTING RIM VPI EL INL-3.4 RIM PROPOSED REFERENCE LINE PROFILE (TYP.) EXISTING GROUND PROFILE AT REFERENCE LINE (TYP.) VPT EL VPI EL % IP GJERTSON STREET PLAN AND PROFILE 2018 STREET AND UTILITY CONSTRUCTION CITY OF STOUGHTON DANE COUNTY, W ISCONSIN +0.85% +2.50% IE S IE N IE S FIELD VERIFY LATERAL ELEVATION. INSULATE TOP OF EXISTING WATER MAIN FLOWLINE OF EXISTING SANITARY SEWER MAF SANITARY SEWER AT LATERAL CROSSING LF - STORM 0.25% A S S O C I A T E S 10 S:\MAD\ \1040\114\Micros\PLAN\10_PP_GJ_02.dgn user: kylew 2/15/2018 4:17:49 PM

6 0.5% 4.0 % 2.0 % 3.2% 1.5% (TYP.) 1.5% 3.5% 3.0 % 0.5% 4.9% 3.0 % 1.5% (TYP.) 1.5% (TYP.) 1.5% 1.5% 1.5% 4.4% 3.4% 2.7% 0.0 % 1.2% 1.0 % 3.0 % 2.0 % N NEW ASPHALT NEW RETE DOLLAR GENERAL PROVIDE PARTIAL DEPTH SAWCUT AND REMOVE RETE PAVEMENT AT EXISTING JOINT WITHOUT DAMAGING EXISTING BASEMENT AND WATERPROOFING ABANDON EXISTING MANHOLE. REMOVE TO 4 FEET BELOW FINISH GRADE AND FILL REMAINING STRUCTURE WITH CLEAR STONE. PROTECT EXISTING BARRIER CURB. PROVIDE EXPANSION CAULKED EXPANSION MATERIAL ALONG NEW POURS. NEW BARRIER CURB PROTECT EXISTING RETE PAVEMENT MATCH MATCH PROTECT EXISTING M ATCH LINE 0.85% EP EP IN WIDE RETE VALLEY GUTTER 0.85% EP EP FL MATCH MATCH BOC/BOW DS BSMT A A FL FL BOC/BOW MATCH MATCH MATCH MATCH % 0.5% 0.5% 5.0% FL-HP BOC/BOW RIM-LP % FL 0.5% FL BSMT MATCH MATCH FL FL % DS % 2.0% 1.0% 5'R 1.0% 6.3% EP FL FL EP % TW BOC/BOW BOC/BOW FL 5.0% EP EP 1.1% EP FL 0.5% 1.0% FL TW EP BOLLARD (TYP.) % 1.0% FL-HP BOC/BOW BOC/BOW MATCH MATCH MATCH 2.8% RIM-LP FLOW PATH % EP/BOW MATCH NO. REVISIONS DATE: FOW BOC BOC/BOW GRASS TERRACE BOC/BOW FOW BOC/TW FOW EP FL/BOW FOW BOC DOWNSPOUT CONNECTION TO BE VERTICALLY PLUMB WITH EXISTING DOWNSPOUT PIPE. DOWNSPOUT MODIFCATIONS TO BE MADE BY PROPERTY OWNER. 1" GAP BETWEEN DOWNSPOUT PIPE AND DOWNSPOUT VARIES 2' MIN. COVER 1.0% MIN. EP PROTECT EXISTING RETE PAVEMENT EXISTING LAYER OF PLYWOOD AND RUBBER MEMBRANE SANDWICHED BETWEEN REINFORCE RETE PAVEMENT AND RETE BASEMENT PIPE BELL INSTALLED FLUSH WITH FINISHED PAVEMENT GRADE. REMOVE GASKET. PROTECT EXISTING BUILDING AND FOUNDATION (TYP.) EP SECTION A-A NOT TO SCALE APRON VARIES TAPER HEAD OF CURB FROM TO 0" AT BACK OF SIDEWALK 1 LONG SMOOTH DOWEL TIE BAR, GREASE AND EMBED INTO EXISTING SLAB 1 MAX SPACING. CENTER IN SLAB. PROVIDE 1/2" x 1" DEEP REGLET. SEAL WITH BACKER ROD AND 1/2" x 1/2" JOINT SEALANT. HOLD JOINT SEALANT 1/ BELOW SURFACE OF RETE NEW RETE BASE COURSE AS SPECIFIED PROTECT EXISTING BASEMENT AND WATERPROOFING BOC EP EP SITE PLAN LOADING AREA 0 FEET /2" EXPANSION JOINT. HOLD DOWN EXPANSION 5/ AND CAULK. HOLD CAULK DOWN 1/ BELOW RETE SURFACE. TAPER HEAD OF CURB FROM TO 0" AT BACK OF SIDEWALK GJERTSON STREET EP DOLLAR GENERAL EP EP EP % 0.85% EP EP EP EP N EP M ATCH LINE FO RREST STREET DETAILS AND SECTIONS 2018 STREET AND UTILITY CONSTRUCTION CITY OF STOUGHTON DANE COUNTY, W ISCONSIN LONG SWEEP BEND FITTING 3/4" BEVEL (TYP.) BOW PIPE MATERIAL AND BEDDING AS SPECIFIED VARIES BARRIER CURB OR EXISTING STRUCTURE KOR-N-TEE FLEXIBLE VARIES JOB NO. CONNNECTION AT PIPE OR STRUCTURE PRECAST RETE STORM SEWER PIPE OR 9" MAX. 2'-0" O.C. RETE SIDEWALK 1/2" EXPANSION JOINT. HOLD DOWN EXPANSION 5/ AND CAULK. HOLD CAULK DOWN 1/ BELOW RETE SURFACE. FOW PROJECT MGR. MAF STRUCTURE (DOWNSPOUT CONNECTION LOCATIONS INDICATED ON DRAWINGS) ROOF DRAIN CONNECTION DETAIL NOT TO SCALE 1 - #4 TOP AND 1'- BOTTOM. CENTER IN MIN. WALL BARRIER CURB DETAIL NOT TO SCALE CAULKED NOT TO SCALE " EXPANSION MATERIAL ALONG BUILDING EXPANSION JOINT DETAIL BOC EP EP LOADING AREA SITE PLAN 0 FEET GJERTSON STREET A S S O C I A T E S SHEET 12 S:\MAD\ \1040\114\Micros\PLAN\12_GJ - Details_01.dgn user: kylew 2/15/2018 4:17:51 PM

7 JEFFERSON STREET 24" 24" 15" W V W W V V GV GUY IP 4" CHAIN FENCE GV 15" GV 15" 15" M AIN STREET N STA /25.00'LT E JEFFERSON ST UNI ROYAL 44 LF - 15" SS-1, 4' DIA. RIM IE 15" W (VERIFY) IE S (VERIFY) IE NE IE 15" E STORM 0.50% CONNECT TO EXISTING RD S FORREST ST METZLER 4-IN RETE CARRIAGE WALK (TYP.) 6-IN RETE PROVIDE TYPE "B" EXPANSION JOINT DRIVEWAY APRON (TYP.) 30-IN RETE CURB AND GUTTER (TYP.) 6-IN RETE SIDEWALK (TYP.) ASPH STA /1.40'RT SAN E MAIN ST SAIGE PROPERTIES LLC FORREST STREET PROTECT EXISTING BUILDING (TYP.) STA /1.40'RT SAN-2 PROVIDE TYPE "A" EXPANSION JOINT TREE WELL W/ GRATE (TYP. OF 3) BM-2 SANITARY MANHOLE DROP. W VERIFY INVERT ELEVATION. ASPH INL-1.1 REFER TO INTERSECTION DETAILS FOR SIDEWALK AND W PEDESTRIAN RAMP GRADES SALVAGE AND RESET EXISTING SIGNS (TYP.) ASPH W 4" INL-1.3 ASPH ASPH 9-IN RETE PAVEMENT 9-IN STAMPED, COLORED RETE PAVEMENT AND ELEVATIONS (TYP.) PROTECT TREE (TYP.) 2x5 TRUNCATED DOME DETECTABLE WARNING FIELD (TYP.) TP BM-1 ASPH RET. WALL PROTECT EXISTING WATER SERVICE ASPH ASPH RET. WALL INL IN STAMPED COLORED RETE SIDEWALK (TYP. BOTH CORNERS) BM NO DESCRIPTION FIRE HYDRANT TOP NUT; LOCATED AT THE ELEV. FUTURE WATER MAIN RELOCATION STA /30.50'RT SS-2, 4' DIA. INL IN RETE SIDEWALK (TYP.) ADJUST EXISTING MANHOLE CASTING RDRD RD PROVIDE TYPE "B" EXPANSION JOINT SEE DETAIL AND BM-1 SOUTHEAST CORNER OF THE FORREST AND JEFFERSON STREET INTERSECTION. FIRE HYDRANT TOP NUT; LOCATED AT THE BM-2 NORTHWEST CORNER OF THE FORREST AND SPOT-REPLACE RETE SIDEWALK (MARKED IN FIELD) EX SAN RIM EX AT&T RIM VPI EL S FORREST ST BARTON PROPOSED FUTURE CENTERLINE PROFILE APPROXIMATE EXISTING CENTERLINE PROFILE L = 50' VPC EL SS-2 RIM VPI EL VPT EL EX SS RIM % +4.00% VPC EL S FORREST ST ASST. SEC. WI TEL CO. L = 50' VPI EL VPT % +5.50% EL A/C PAD SAN-1 RIM VPC EL EX AT&T RIM ADJUST CASTING RIM VPI EL % PROTECT EXISTING POSTS (TYP.) PROTECT EXISTING RET. WALL (TYP.) L = 50' 76 LF - SANITARY 5.00% VPT EL E MAIN ST BO-PA PROPERTIES LLC SAN-2 RIM VPI EL % +8.25% VPI EL VPI EL % SECTIONS FOR NEW HAND RAIL AND CURB +4.25% VPI EL MAIN STREET INTERSECTION. 0 FEET FO RREST STREET PLAN AND PROFILE 2018 STREET AND UTILITY CONSTRUCTION CITY OF STOUGHTON DANE COUNTY, W ISCONSIN IE 24" W IE 24" E IE S (INSIDE DROP) IE N IE N (DROP) IE W IE N IE S IE 4" E LF - SANITARY 3.50% IE S IE E IE N FLOW LINE OF EXISTING SANITARY SEWER IE S FLOW LINE OF NEW SANITARY SEWER MAF A S S O C I A T E S 13 S:\MAD\ \1040\114\Micros\PLAN\13_PP_FO_01.dgn user: kylew 2/15/2018 4:17:52 PM

8 BARTON ASPH METZLER 321S FORREST ST RET. WALL ASPH ASPH A/C PAD RD RD 195 E MAIN ST ASPH 211E MAIN ST C4 RENTAL LLC 229 E MAIN ST 243 E MAIN ST STOUGHTON VILLAGE PLAYER 255 E MAIN ST ASPH RD RET. WALL 4" WALL N SAIGE PROPERTIES LLC FORREST STREET BO-PA PROPERTIES INC SAN -3 STA /5.0'LT PROTECT EXISTING FENCE SOUTH ALLEY UTILITY TRENCH PATCH LIMITS FOSDAL BAKERY LLC SAN -4 STA /5.0'LT PROVIDE FIELD CORE LATERAL CONNECTION TO MANHOLE REPLACE PORTION OF RETE DUMPSTER PAD PROTECT EXISTING BUILDING (TYP.) SANITARY SEWER TO REMAIN AS LATERAL FOR 225 E GV MAIN STREET PROPERTY ASPH SOUTH ALLEY GV GV CHAIN FENCE ASPH GUY ASPH CURB AND GUTTER TO ASST. SEC. WI TEL CO. MEET EXISTING WALL CONNECT EXISTING LATERALS TO NEW MAIN AT WYE (TYP.) ABANDON/REMOVE EXISTING SANITARY SEWER PROTECT EXISTING AT&T AND ALLIANT FACILITIES REMOVE EXISTING RETE PARKING BLOCKS. PROTECT EXISTING FENCE. 18-INCH RETE 0 FEET S FORREST ST IP CURB AND GUTTER EXISTING GROUND PROFILE AT REFERENCE LINE (TYP.) 44 LF - SANITARY 3.50% SAN -1 RIM VPI EL SAN -3 RIM VPI EL S FORREST ST VPI EL APPROXIMATE DEPTH OF AT&T FACILITIES PROPOSED FLAG OF CURB PROFILE VPI EL VPI EL VPI EL. SAN RIM VPI EL SOUTH ALLEY PLAN AND PROFILE 2018 STREET AND UTILITY CONSTRUCTION CITY OF STOUGHTON DANE COUNTY, W ISCONSIN LF - SANITARY 1.00% IE S IE N IE E IE W FLOW LINE OF PROPOSED SANITARY SEWER (TYP.) FLOW LINE OF EXISTING SANITARY SEWER (TYP.) IE W IE E (VERIFY) MAF A S S O C I A T E S 14 S:\MAD\ \1040\114\Micros\PLAN\14_PP_SA_01.dgn user: kylew 2/15/2018 4:17:52 PM

9 1 4'-10" NOTES 4 " 1 " DIA. SCHEDULE 40 PIPE POST BASE PLATES SHALL BE FLAT WITH ALL SURFACES SMOOTH AND FREE FROM WARP AND ALL EDGES SMOOTH, STRAIGHT AND VERTICAL. ALL PLATE CUTS SHALL BE MACHINE OR MACHINE FLAME CUTS. ALL PLATES AND BARS SHALL CONFORM TO ASTM A709 GRADE 36. ALL SCHEDULE 40 PIPING SHALL CONFORM TO ASTM A53 GRADE B. BASE PLATE W/ ADHESIVE ANCHORED S.S. BOLTS. SEE DETAIL THIS SHEET REINFORCING INSERT AS REQUIRED CUT BOTTOM OF POST TO MAKE POST VERTICAL IN BOTH TRANSVERSE AND LONGITUDINAL DIRECTION. TYP 1" DIA. SCHEDULE 40 PIPE, (TYP.) 1 " DIA. SCHEDULE 40 PIPE TOP OF RAIL ELEV " 3 " 3'-0" 3'- PLAN SECTION RAILING DETAIL NOT TO SCALE NOT TO SCALE 5 5'-9" = 28'-9" ` BASE PLATE SPACING 2-#4 CONTINUOUS RETE SIDEWALK 2'-0" O.C. AND TOE-KICK SEE BASE PLATE DETAIL FOR MOUNTING REQUIREMENTS BASE COURSE AS SPECIFIED SUBGRADE 1'-0" RAILING TOP MOUNT DETAIL 2 " EXISTING RETE WALL VARIES TOP OF RAIL TOP OF RAIL ELEV ELEV '-10" ` BASE PLATE SPACING TOP OF RAIL ELEV " MAX GAP BETWEEN BUILDING AND RAILING STEEL SHIMS SHALL BE PROVIDED & USED UNDER BASE PLATES WHERE REQUIRED FOR ALIGNMENT, AND SHALL BE GALVANIZED. ALL MATERIAL (EXCEPT NO. 3) SHALL BE GALVANIZED AFTER FABRICATION. PRIOR TO GALVANIZING, THE STEEL RAILING SHALL BE GIVEN A NO. 6 BLAST CLEANING PER SSPC SPECIFICATIONS. PAINT OVER GALVANIZING WITH AN APPROVED 3-COAT PAINT SYSTEM. VENT HOLES SHALL BE DRILLED IN POST AND RAIL MEMBERS AS REQUIRED TO FACILITATE GALVANIZING AND DRAINAGE. RAILING SHALL BE FABRICATED IN LENGTHS THAT INCLUDE MINIMUM 3 POSTS. TOUCH-UP PAINTING TO BE DONE AT COMPLETION OF STEEL RAILING INSTALLATION TO THE SATISFACTION OF THE ENGINEER AT NO EXTRA COST. RAILING COLOR SHALL BE black. provide COLOR SAMPLES TO OWNER FOR REVIEW PRIOR TO PAINTING. all railing dimensions shall be field verified by contractor prior to fabrication. CAULK AROUND PERIMETER OF BASE PLATES. SURFACE PREP GALVANIZED STEEL PIPE PRIOR TO PAINTING BY CLEANING WITH NON-HYDROCARBON SOLVENT CLEANER SUCH AS CLEAN N ETCH, OR EQUAL IN ACCORDANCE WITH SSPC-SP1 AND THEN ABRASIVE-BLAST IN ACCORDANCE WITH SSPEC-SP16 BRUSH OFF BLAST CLEANING. PAINT SYSTEM SHALL CONSIST OF 2-COATS OF SHERWIN WILLIAMS MACROPOXY 646 FOLLOWED BY 1-COAT OF SHERWIN WILLIAMS ACROLON 218HS, APPLIED IN ACCORDANCE WITH THE MANUFACTUFER'S RECOMMENDATIONS. MINIMUM TOTAL DRY MIL THICKNESS OF 3-COAT SYSTEM SHALL BE 14 MILS. NO. REVISIONS DATE: FABRICATE STEEL MEMBERS IN AACCORDANCE WITH AISC CODE OF STANDARD PRACTICE. TOP OF CURB ELEV TOP OF EX WALL ELEV SDWK ELEV EX ELEV % RETE CURB AND GUTTER 28'-9" RAILING ELEVATION RETE SIDEWALK TOP OF ADJACENT RETE SIDEWALK FORREST STREET TOP OF CURB ELEV SDWK ELEV '-10" RAILING ELEVATION NOT TO SCALE NOT TO SCALE ` OF 28'-9" RAILING TOP RETE TOE-KICK 10% TOP OF EX WALL ELEV EX ELEV TOP OF CURB ELEV SDWK ELEV EX ELEV % TOP OF CURB ELEV SDWK ELEV TOP OF EX WALL ELEV " 4" ` RAILING & BASE PLATE WHERE FINISHING IS REQUIRED, COMPLETE THE ASSEMBLY, INCLUDING WELDING OF UNITS, BEFORE START OF FINISHING OPERATION. PROVIDE FINISH SURFACES OF MEMBERS EXPOSED IN THE FINAL STRUCTURE FREE OF MARKINGS, BURRS, AND OTHER DEFECTS. WELD CORNERS AND SEAMS CONTINUOUSLY, COMPLYING WITH AWS RECOMMENDATIONS. AT EXPOSED CONNECTIONS, GRIND EXPOSED WELDS SMOOTH AND FLUSH; MATCH AND BLEND WITH ADJOINING SURFACES. 1 " 2 " ` RAILING & BASE PLATE FO RREST STREET DETAILS AND SECTIONS 2018 STREET AND UTILITY CONSTRUCTION CITY OF STOUGHTON DANE COUNTY, W ISCONSIN (TYP.) (TYP.) BASEPLATE (TYP. OF 7) " DIA. SS ADHESIVE ANCHOR. 5 5'-9" = 28'-9" ` BASE PLATE SPACING EMBED. (TYP. OF 2) " x 5" x " x 5" x BASE PLATE BASE PLATE JOB NO. TREAD DRAIN ` OF 4'-10" HANDRAIL PROJECT MGR. MAF PROTECT EXISTING BURN BACK EXISTING RAILING STEEL AT BASES 2" BELOW SURFACE AND GROUT FLUSH RETE WALL REMOVE EXISTING HANDRAIL SECTION ELEVATION A S S O C I A T E S PEDESTRIAN HANDRAIL PLAN NOT TO SCALE PROTECT EXISTING BUILDING BASE PLATE DETAIL SHEET 17 S:\MAD\ \1040\114\Micros\PLAN\17_FO - Details_02.dgn user: kylew 2/15/2018 4:17:55 PM

10 4-IN RETE SIDEWALK (TYP.) N PLUG EXISTING TEE AND ABANDON EXISTING WATER MAIN - EAST REMOVE AND REPLACEMENT RETAINING WALL MODULAR BLOCK RETAINING WALL AS SPECIFIED (BY OTHERS) SAN-6 SAN-5 STA /0.0'RT STA /0.0'RT DRIVEWAY WOOD 220 S ACADEMY ST TRAPP 228 S ACADEMY ST ACADEM Y STREET 4" WV WV RET. WALL IP DICKENS 227 S ACADEMY ST VERNON STREET 4" BM-4 POST POST GARAGE PLACE BASE COURSE IN TRENCH AREA OF IP RESTORATION IN-KIND UNLESS NOTED (TYP.) 29' B-B 8' MIN. (TYP.) IP BM NO BM-4 PROPERTY. DESCRIPTION EAST SIDE, LOWEST RISER. TOP OF TREAD OF STAIRS FOR THE 227 ACADEMY STREET ELEV INTERSECTION. REMOVE AND REPLACE ASPHALT PAVEMENT AS SHOWN. STA /8.0'RT CONNECT TO EXISTING WATER MAIN WITH 4"x4" TEE, 4"x INCREASER, AND 8-IN VALVE - EAST STA /8.0'RT x TEE - SOUTH CALLANLE 301S ACADEMY ST STA /18.0'RT FIRE HYDRANT W/ AUX. VALVE GARAGE GARAGE 6-IN RETE DRIVEWAY APRON (TYP.) 6-IN RETE SIDEWALK (TYP.) 30-IN RETE CURB SANITARY SEWER LATERAL (TYP.) BURY LINE ELEV AND GUTTER(TYP.) 0 FEET ABANDON EXISTING WATER MAIN PROPOSED REFERENCE LINE PROFILE (TYP.) EXISTING GROUND PROFILE AT REFERENCE LINE (TYP.) VPC EL SAN-6 RIM VPI EL % L = 110' +1.00% VERNON STREET PLAN AND PROFILE 2018 STREET AND UTILITY CONSTRUCTION CITY OF STOUGHTON DANE COUNTY, W ISCONSIN IE S IE N IE E SAN-5 RIM VPI EL LF - WATER MAIN 171LF - SANITARY 7.50% IE W IE N TOP OF PROPOSED FLOWLINE OF EXISTING WATER MAIN SANITARY SEWER TOP OF EXISTING FLOWLINE OF PROPOSED WATER MAIN SANITARY SEWER MAF A S S O C I A T E S 18 S:\MAD\ \1040\114\Micros\PLAN\18_PP_VE_01.dgn user: kylew 2/15/2018 4:17:56 PM

11 18+00 DRIVEWAY IN RETE SIDEWALK (TYP.) MODULAR BLOCK RETAINING WALL AS SPECIFIED RESTORATION IN-KIND UNLESS NOTED (TYP.) NEW WATER SERVICE (TYP.) NORDSTROM 224 S FRANKLIN ST WOHLERS 300 S FRANKLIN ST 0 FEET % REFER TO INTERSECTION DETAILS FOR SIDEWALK AND PEDESTRIAN RAMP GRADES AND ELEVATIONS (TYP.) VPT EL BEND 8' MIN. (TYP.) STA /8.0'RT FRANKLIN STREET RET. WALL STA /16.0'RT 45 BEND VPC EL " GUY WV 4" 10" 10" WV WV WV WV BM-3 IP IP KEYS 225 S FRANKLIN ST MOORE 1005 VERNON ST GARAGE GARAGE ASPH GUY IP IP MEURER 1017 VERNON ST LEHMAN 224 S MORRIS ST MULCH MULCH TP TP WOOD FENCE GARAGE COOP WOOD FENCE WOOD FENCE SMITHSON 1025 VERNON ST GUY IP IP 4" IP IP SCHMIDT 1033 VERNON ST GUY 4" GUY GRAV GRAV GARAGE GARAGE RET. WALL ZEICH 225 S MORRIS ST TP SAN-7 STA /0.0'RT SAN-7 RIM VPI EL VPT/VPC EL VPI EL VPT % ABANDON EXISTING 4" WATER MAIN TP TP TP PLUG TEE AND 2x5 TRUNCATED ABANDON EXISTING 4" WATER MAIN - WEST STA /16.0'RT WATER MAIN W/ 10"x TEE AND 8-IN VALVE - WEST L = 64' L = 30' -2.20% DOME DETECTABLE CONNECT TO EXISTING WARNING FIELD (TYP.) BM NO BM % -1.20% SAN-8 STA /4.0'LT TREE PROTECTION (TYP.) 30-IN RETE CURB AND GUTTER(TYP.) 29' B-B DESCRIPTION ABANDON EXISTING SANITARY SEWER NEW CURB STOP AND BOX TO BE LOCATED 3 FEET BEHIND PROPOSED BACK OF CURB (TYP.) FIRE HYDRANT TOP NUT LOCATED AT THE NORTHEAST CORNER OF THE VERNON AND FRANKLIN STREET INTERSECTION. ELEV VERNON STREET WATER MAIN SANITARY SEWER LATERAL (TYP.) PROTECT EXISTING FENCE (TYP.) 6-IN RETE DRIVEWAY APRON (TYP.) 6-IN RETE SIDEWALK (TYP.) PROTECT EXISTING CONNECT NEW WATER SERVICE TO EXISTING 6-IN WATER MAIN (TYP. OF 5) M ORRIS STREET PROPOSED REFERENCE LINE PROFILE (TYP.) EXISTING GROUND PROFILE AT REFERENCE LINE (TYP.) L = 50' L = 30' L = 30' EL SAN-8 RIM VPC EL VPI EL VPT EL VPC EL LP EL VPI EL SAN-9 RIM VPC/VPT EL VPI EL VPT EL % -0.50% STA /36.6'LT CONNECT TO EXISTING WATER MAIN W/ 4" BEND UTILITY POLE TO BE RELOCATED (BY OTHERS) INL-1.2 INL-1.3 STORM SEWER INL-1.1 CONNECT TO EXISTING INVERT 878.8\ (VERIFY) -0.50% +1.00% SAN-9 STA /4.0'LT TREE REMOVAL (TYP.) STA /36.2'LT FIRE HYDRANT W/ AUX. VALVE BURY LINE ELEV INL-1.4 STA /5.0'RT 8-IN VALVE - NORTH STA /36.4'LT x CROSS W/ MJ PLUG - NORTH AND x4" REDUCER - WEST ABANDON EXISTING WATER MAIN CO. PROTECT EXISTING UTILITY POLE (TYP.) CONNECT TO EXISTING WATER MAIN W/ x TEE, 8-IN VALVE - NORTH, AND x REDUCERS - EAST AND WEST -0.50% RET. WALL KOKKONEN 101VERNON ST N VERNON STREET PLAN AND PROFILE 2018 STREET AND UTILITY CONSTRUCTION CITY OF STOUGHTON DANE COUNTY, W ISCONSIN LF - WATER MAIN LF - SANITARY 0.50% TOP OF PROPOSED WATER MAIN IE W IE N IE E TOP OF EXISTING WATER MAIN FLOWLINE OF EXISTING SANITARY SEWER FLOWLINE OF PROPOSED SANITARY SEWER IE W IE N IE E MAF A S S O C I A T E S 19 S:\MAD\ \1040\114\Micros\PLAN\19_PP_VE_02.dgn user: kylew 2/15/2018 4:17:56 PM

12 HENRY STREET KOKKONEN 101VERNON ST ABANDON EXISTING WATER MAIN ABANDON EXISTING SANITARY SEWER IP RET. RET. WALL RET. WALL WALL PROTECT EXISTING WATER MAIN CONNECT NEW WATER GARAGE REMOVE EXISTING VALVE MANHOLE AND ABANDON WATER MAIN - WEST AT TEE REMOVE AND SALVAGE HYDRANT TO OWNER (TYP.) PROTECT EX. WATER MAIN (TYP. OF 3) RET. WALL (TYP.) 4-IN RETE SIDEWALK (TYP.) REMOVE RETE DRIVEWAY VERNON STREET SERVICE TO EXISTING 6-IN SANITARY SEWER LATERAL (TYP.) VPC PIPER 109 VERNON ST MAVEUS 220 S HENRY ST REMOVE EXISTING MANHOLE GRAV SURROUNDING EXISTING WATER VALVE AND PROVIDE ROAD BOX (TYP. OF 2) PROPOSED REFERENCE LINE PROFILE (TYP.) EXISTING GROUND PROFILE AT REFERENCE LINE (TYP.) EL L = 50' VPI EL INL % -0.80% UTILITY INSULATION SS-2, 4' DIA. STA /26.0'RT WV VLV WV RET. WALL CONNECT TO EXISTING 1STORM SEWER VPC/VPT EL BM-2 ASPH 4" 1 PIPER 4" VERNON ST L = 50' VPI EL INL-2.2 SAN-10 RIM % -1.30% VPT SS-2 RIM IP GRAV RET. WALL EX SAN " 24" SS-3, 4' DIA. STA /6.0'RT REMOVE SIDEWALK SEE PLAN DETAIL-A FOR SPOT SANITARY SEWER REPAIR REPLACE AND ADJUST CASTING AND ADJUSTING RINGS EL VPC L = 12' EL VPI EL VPT/VPC EL RIM ADJUST CASTING MARTIN 225 S HENRY ST 15" 24" MALMQUIST 1203 VERNON ST RIM SS-3 SAN-10 STA /20.4'LT RIM % TP 6-IN RETE +50 DRIVEWAY APRON (TYP.) L = 88' VPI EL STA /17.5'LT FIRE HYDRANT W/ AUX. VALVE BURY LINE ELEV STA /5.7'LT x TEE - NORTH GARAGE MODULAR BLOCK RETAINING WALL AS SPECIFIED. INSTALL DRAIN TILE BEHIND RETAINING WALL AND CONNECT TO INL % REMOVE EXISTING RETE RETAINING WALL FROM STEPS TO CURB INL-3.3 PROTECT EXISTING RETAINING WALL INL-3.2 INL IN RETE SIDEWALK (TYP.) RET. WALL SS-4, 4' DIA. GARAGE STA /6.0'RT VPT EL IPIP BM NO BM-2 IP GUY DOEING LIVING TR 1210 VERNON ST EX SAN RIM IP LUTHER 1218 VERNON ST SS-4 24" 24" 24" RIM DESCRIPTION FIRE HYDRANT TOP NUT LOCATED AT THE NORTHWEST CORNER OF THE VERNON AND HENRY STREET INTERSECTION. VPC PROTECT EXISTING UTILITY POLE (TYP.) EL DRIVEWAY RESTORATION IN-KIND UNLESS NOTED (TYP.) VPI EL % L = 40' ADJUST CASTING RIM VPT/VPC % EL SS-5 RIM " -1.00% L = 40' LP EL INL-5.2 INL-5.1 INL-5.3 ELEV REFER TO INTERSECTION DETAILS FOR SIDEWALK AND PEDESTRIAN RAMP GRADES AND ELEVATIONS (TYP.) 2x5 TRUNCATED DOME DETECTABLE WARNING FIELD (TYP.) SS-5, 4' DIA. STA /6.0'RT 30-IN RETE CURB AND GUTTER(TYP.) PROTECT EXISTING PROPERTY IRON (TYP.) REPLACE AND ADJUST CASTING AND ADJUSTING RINGS VPI EL VPT % EL VPI EL N SAWCUT AND MATCH EXISTING PAVEMENT (TYP.) PIPER 109 VERNON ST 10 LF SPOT REPAIR SANITARY SEWER. CONNECT TO EXISTING SEWER AT MANHOLE PLAN DETAIL-A 0 FEET MALMQUIST 1203 VERNON ST x WYE VERNON STREET PLAN AND PROFILE 2018 STREET AND UTILITY CONSTRUCTION CITY OF STOUGHTON DANE COUNTY, W ISCONSIN LF - SANITARY 0.50% FLOWLINE OF PROPOSED SANITARY SEWER IE N (DROP) IE N IE W IE S IE 1 SW IE NW IE 24" E IE S IE E IE N IE N (DROP) IE 24" W IE 24" E IE 15" S IE N LF - 24" STORM 2.00% LF - 24" STORM 0.50% FLOWLINE OF PROPOSED STORM SEWER IE 24" W IE 15" S IE 24" E IE 24" W IE 15" S IE N LF - 24" STORM 0.50% TOP OF EXISTING WATER MAIN FLOWLINE OF EXISTING SANITARY SEWER MAF A S S O C I A T E S 20 S:\MAD\ \1040\114\Micros\PLAN\20_PP_VE_03.dgn user: kylew 2/15/2018 4:17:57 PM

13 SOUTH STREET 10" 10" CONNECT HYDRANT LEAD TO EXISTING MAIN WITH 10"x TEE BOETTCHER 932 E SOUTH ST VS OF MADISON LLP 424 S FRANKLIN ST VS OF MADISON LLP 416 S FRANKLIN ST N VS OF MADISON LLP 925 E SOUTH ST FIRE HYDRANT W/ AUX. VALVE BURY LINE ELEV ABANDON FIRE HYDRANT AND LEAD ABANDON WATER MAIN PLUG AND ABANDON S. FRANKLIN STREET HYDRANT AT TEE 4" W V W V W V 10" POST WV TP WV 10" 9+00 GUY PLUG AND ABANDON TP POST POST GUY GUY WATER MAIN AT TEE PROVIDE ASPHALT TRENCH PATCH IN ALL DISTURBED STREET AREAS AS SPECIFIED (TYP.) FOSDAL 1005 E SOUTH ST CITY OF STOUGHTON 0 FEET FRANKLIN STREET PLAN AND PROFILE 2018 STREET AND UTILITY CONSTRUCTION CITY OF STOUGHTON DANE COUNTY, W ISCONSIN 865 APPROXIMATE EXISTING CENTERLINE PROFILE MAF 850 TOP OF EXISTING WATER MAIN FLOW LINE OF EXISTING SANITARY SEWER A S S O C I A T E S 21 S:\MAD\ \1040\114\Micros\Franklin St\Micros\Plan\Removed from contract\21_pp_fr_01.dgn user: kylew 2/15/2018 4:17:59 PM

14 JOHNSON 925 NELSON ST NELSON STREET CORTES 324 S FRANKLIN ST RET. W ALL MCCREDIE 320 S FRANKLIN ST 316 S FRANKLIN ST RET. W ALL BECK CONNECT NEW HYDRANT LEAD TO EXISTING LEAD. CAP AND ABANDON EXISTING WATER MAIN - NORTH AND SOUTH. PROVIDE ASPHALT TRENCH PATCH IN ALL DISTURBED STREET AREAS AS SPECIFIED RET. W ALL JONES 308 S FRANKLIN ST WOHLERS 300 S FRANKLIN ST NEW CURB STOP AND BOX TO BE LOCATED 6 FEET BEHIND EXISTING BACK OF CURB (TYP. OF FRANKLIN STREET) ABANDON EXISTING WATER MAIN AFTER TRANSFER OF SERVICES VERNON STREET NORDSTROM 224 S FRANKLIN ST N SAN-11 SAN-7 STA /0.0'RT FIELD VERIFY ELEVATIONS S. FRANKLIN STREET " 15" IP IP 4" 4" W V WV TP ASPH. GRAV.. TP TP TP " 10" GUY W V IP IP TP ASPH.. TP W V W V W V IP. RET. WALL RET. WALL 10 LF SPOT REPAIR PROVIDE INLET PROTECTION (IP) (TYP.) SANITARY SEWER AND 24" LATERAL CONNECTION CONNECT HYDRANT PROTECT EXISTING CURB AND GUTTER (TYP.) LEAD TO EXISTING MAIN PROTECT EXISTING W/ 10"x TEE. WATER MAIN (TYP.) ABANDON EXISTING PROTECT TREES (TYP.) REMOVE AND REPLACE RETE SANITARY SEWER BETWEEN CITY OF STOUGHTON TREE REMOVAL (BY OTHERS) CURB AND GUTTER, SIDEWALK, AND SAN-11 AND SAN-7 STUMP REMOVAL (BY CONTRACTOR) DRIVEWAY APRON AS NEEDED 0 FEET SKAVLEN JOHNSON LYNDE REEVES MOORE KEYS 325 S FRANKLIN ST 319 S FRANKLIN ST 31S FRANKLIN ST 307 S FRANKLIN ST 1005 VERNON ST 225 S FRANKLIN ST APPROXIMATE EXISTING CENTERLINE PROFILE SAN-11 RIM EXISTING SANITARY SEWER TO BE ABANDONED FRANKLIN STREET PLAN AND PROFILE 2018 STREET AND UTILITY CONSTRUCTION CITY OF STOUGHTON DANE COUNTY, W ISCONSIN IE S TOP OF EXISTING WATER MAIN FLOW LINE OF EXISTING MAF SANITARY SEWER SPOT REPLACE SANITARY SEWER A S S O C I A T E S 22 S:\MAD\ \1040\114\Micros\Franklin St\Micros\Plan\Removed from contract\22_pp_fr_02.dgn user: kylew 2/15/2018 4:18:00 PM

15 TP TP TP TP TP 300 S FRANKLIN ST WOHLERS RET. WALL VERNON STREET 224 S FRANKLIN ST NORDSTROM SAN-7 STA /0.0'RT FRANKLIN STREET 216 S FRANKLIN ST SCHAEFER GARAGE GRAV CHAIN FENCE ASPH PROTECT EXISTING CURB AND GUTTER (TYP.) SAWCUT AND MATCH EXISTING PAVEMENT SAN-12 STA /0.0'RT N GUY 4" 4" W V 10" 10" W V W V W V W V BM-3 IP IP PROVIDE WYE CONNECTION TO EXISTING SANITARY SEWER LATERAL (TYP. OF 4) VERNON ST MOORE MULCH MULCH SAN-7 RIM S FRANKLIN ST KEYS EXISTING GROUND PROFILE AT REFERENCE LINE (TYP.) TOP OF EXISTING WATER MAIN 217 S FRANKLIN ST SWENSON SAN-12 RIM S FRANKLIN ST ENGEL BM NO BM-3 DESCRIPTION FIRE HYDRANT TOP NUT LOCATED AT THE NORTHEAST CORNER OF THE VERNON AND FRANKLIN STREET INTERSECTION. ELEV FEET FRANKLIN STREET PLAN AND PROFILE 2018 STREET AND UTILITY CONSTRUCTION CITY OF STOUGHTON DANE COUNTY, W ISCONSIN LF - SANITARY 2.50% IE W IE N FLOWLINE OF PROPOSED SANITARY SEWER FLOWLINE OF EXISTING SANITARY SEWER IE S MAF A S S O C I A T E S 23 S:\MAD\ \1040\114\Micros\PLAN\23_PP_FR_01.dgn user: kylew 2/15/2018 4:18:01 PM

16 IP PROTECT EXISTING CURB AND GUTTER (TYP.) 1025 VERNON ST SMITHSON WOOD FENCE SAN S MORRIS ST LEHMAN STA /0.0'RT 216 S MORRIS ST HERGENROETHER 208 S MORRIS ST ROONEY N SAN-13 GUY INL-1.3 MORRIS STREET STA /0.0'RT GRAV GRAV VERNON STREET GUY IP IP IP 4" IP IP 4" SAN-8 RIM ' MIN. (TYP.) INL S MORRIS ST RET. WALL CO. RET. WALL ZEICH IP GUY PROPOSED STORM SEWER CROSSING EXISTING GROUND PROFILE AT REFERENCE LINE (TYP.) TOP OF EXISTING WATER MAIN 217 S MORRIS ST MCKICHAN LIVING TRUST ASPH PROVIDE WYE CONNECTION TO EXISTING SANITARY SEWER LATERAL (TYP. OF 5) RESTORE SANITARY SEWER TRENCH WITH 12-IN OF BASE COURSE. REMOVE REMAINING SAN-13 RIM PARK ST ASPHALT PAVEMENT BETWEEN CURBS AND PLACE NEW ASPHALT PAVEMENT. FARR SAWCUT AND MATCH EXISTING PAVEMENT 0 FEET M ORRIS STREET PLAN AND PROFILE 2018 STREET AND UTILITY CONSTRUCTION CITY OF STOUGHTON DANE COUNTY, W ISCONSIN LF - WATER MAIN 162 LF - SANITARY 2.50% IE W IE E IE N FLOWLINE OF PROPOSED SANITARY SEWER FLOWLINE OF EXISTING SANITARY SEWER TOP OF PROPOSED WATER MAIN IE W MAF A S S O C I A T E S 24 S:\MAD\ \1040\114\Micros\PLAN\24_PP_MO_01.dgn user: kylew 2/15/2018 4:18:01 PM

17 TP 15" 1109 VERNON ST PIPER GRAV RET. WALL 220 S HENRY ST MAVEUS GARAGE PROTECT EXISTING CURB AND GUTTER (TYP.) GARAGE 1117 PARK ST MALMQUIST N 1 RET. WALL 4" W V W V VLV BM-2 HENRY STREET ASPH ASPH SAWCUT AND MATCH EXISTING PAVEMENT 4" VERNON STREET 24" 24" 24" SAN-10 STA /0.0'RT 26 LF - SANITARY 2.00% CONNECT TO EXISTING SANITARY MANHOLE 225 S HENRY ST WITH OUTSIDE DROP REPLACE AND MARTIN ADJUST CASTING AND ADJUSTMENT IP GRAV RET. WALL 217 S HENRY ST BERG STA /0.0'RT SAN-14 PROVIDE WYE CONNECTION TO EXISTING SANITARY SEWER LATERAL (TYP. OF 2) RESTORE SANITARY SEWER TRENCH WITH 12-IN OF BASE COURSE. REMOVE REMAINING ASPHALT PAVEMENT BETWEEN CURBS AND 209 S HENRY ST PLACE NEW ASPHALT. HOLVERSON BM NO BM-2 DESCRIPTION FIRE HYDRANT TOP NUT LOCATED AT THE NORTHWEST CORNER OF THE VERNON AND HENRY STREET INTERSECTION. ELEV EX SAN RIM ADJUST CASTING RIM SAN-9 RIM RET. WALL PROPOSED REFERENCE LINE PROFILE (TYP.) EXISTING GROUND PROFILE AT REFERENCE LINE (TYP.) SAN-14 RIM TOP OF EXISTING WATER MAIN 0 FEET IE S IE E IE N IE N (DROP) IE S IE W IE N IE N (DROP) 148 LF - SANITARY 3.8% FLOWLINE OF PROPOSED SANITARY SEWER FLOWLINE OF EXISTING SANITARY SEWER IE S MAF H EN R Y STR EET PLA N A N D PR O FILE 2018 STR EET A N D U TILITY C O N STR U C TIO N CITY O F STO U G H TO N D A N E C O U N TY, W ISC O N SIN A S S O C I A T E S 25 S:\MAD\ \1040\114\Micros\PLAN\25_PP_HE_01.dgn user: kylew 2/15/2018 4:18:02 PM

18 EX SAN M H RIM EX SAN M H RIM TP ADJUST CASTING RIM K RISTI LA N E PLA N A N D PR O FILE 2018 STR EET A N D U TILITY C O N STR U C TIO N CITY O F STO U G H TO N D A N E C O U N TY, W ISC O N SIN PROTECT FENCE (TYP.) STA /44.0'LT EP ELEV: STA /44.0'LT EP ELEV: HANSON 324 KRISTILN STA /24.2'LT EP ELEV: STA /16.0'LT WENTELA 316 KRISTI LN PROTECT EXISTING TREES (TYP.) GARFOOT 308 KRISTILN REMOVE AND RESET EXISTING STREET SIGNS (TYP.) ADJUST CASTING RIM STA /57.9'LT EXTEND 1 CMP % AND RELOCATE EXISTING ENDWALL. INVERT 1 AEW SDWK ELEV: NEW WATER SERVICE (TYP.) NEW CURB STOP AND BOX TO 30-IN RETE CURB AND GUTTER(TYP.) GARAGE RET. WALL RTIN HENRY ST EXISTING WATER MAIN TO REMAIN GARAGE NRY ST RG N EP ELEV: BE LOCATED 3 FEET BEHIND PROTECT EXISTING EX GRAVEL AREA BETWEEN FENCE AND PAVEMENT PVMT ELEV: STA /0.0'RT EP ELEV: GRAVEL DRIVEWAY EX REPLACE AND STOUGHTON EX CITY OF CHAIN FENCE POST POST 1 20' GAS MARKER GRAV 28'R POST 25'R WV 323 KRISTILN ASPH GUY IP ADJUST CASTING AND ADJUSTMENT PVMT ELEV: STA /44.0'RT EP ELEV: STA /55.1'RT 0.5% 0.5% 2.0% EXTEND 1 CMP % AND RELOCATE EXISTING ENDWALL. INVERT 1 AEW % 2.0% BM-1 SDWK STA /24.5'LT FIRE HYDRANT W/ AUX VALVE BURY LINE ELEV: ELEV: ASPH LARSEN RUTLIN 315 KRISTI LN EP ELEV: STA /16.0'RT EP ELEV: STA /24.2'RT EP ELEV: STA /44.0'RT 4:1 MAX. SLOPE GRADING (TYP.) REJECT CURB STA /8.0'RT 8X6 REDUCER - NORTH BM NO BM-1 IP 6-IN RETE REPLACE EXISTING ABANDON EXISTING WATER MAIN TREE REMOVAL DRIVEWAY APRON (TYP.) 6-IN RETE SIDEWALK (TYP.) DRIVEWAY IN-KIND (TYP.) DESCRIPTION FIRE HYDRANT TOP NUT LOCATED AT THE SOUTH END OF KRISTI LANE. PROPOSED BACK OF CURB ARBORVITAES TO BE TRIMMED (BY OTHERS) ELEV REEDY 1233 VERNON ST IP UTILITY POLE (TYP.) 4-IN RETE SIDEWALK (TYP.) KRISTILANE STA /24.5'RT x TEE - EAST STA /21.5'RT GUY FIRE HYDRANT W/ AUX VALVE BURY LINE ELEV: INL-4.1 VERNON STREET IPIP IP INL-4.2 IP 15" 24" 24" 24" STA /17.3'LT SS -X (5' DIA.) 1210 VERNON ST DOEING LIVING TR CAP EXISTING MAIN AT TEE AND ABANDON WATER MAIN - SOUTH STA /8.0'RT CONNECT TO EXISTING WATER MAIN W/ x TEE, x INCREASER, AND VALVE - SOUTH REFER TO INTERSECTION DETAILS FOR SIDEWALK AND PEDESTRIAN RAMP GRADES AND ELEVATIONS (TYP.) 2x5 TRUNCATED DOME DETECTABLE WARNING FIELD (TYP.) 0 FEET VERNON ST 50 LUTHER PROPOSED REFERENCE LINE PROFILE (TYP.) 905 EXISTING GROUND PROFILE 905 AT REFERENCE LINE (TYP.) 900 L = 50' L = 100' VPI VPC EL % VPI EL VPT % EL VPC EL % VPI EL % VPT EL VPC EL L = 40' VPI EL LP EL VPT EL LF - WATER MAIN -4.40% +1.00% +1.00% % TOP OF EXISTING WATER MAIN TOP OF PROPOSED WATER MAIN UTILITY INSULATION MAF 870 FLOWLINE OF EXISTING 870 SANITARY SEWER FLOWLINE OF PROPOSED STORM SEWER EL VPI EL A S S O C I A T E S S:\MAD\ \1040\114\Micros\PLAN\26_PP_KR_01.dgn user: kylew 2/15/2018 4:18:02 PM

19 15 R N GUY GUY SEAMONSON 1006 E ACADEMY ST GARAGE SCHLEICHER 1036 E ACADEMY ST PROTECT EXISTING RETAINING WALL (TYP.) WISCONSIN DOT 10" ABANDON SANITARY SEWER EAST LIMITS OF STREET RECONSTRUCTION. SAWCUT AND MATCH EXISTING PAVEMENT. ACADEMY STREET ASPH RET. WALL EOR BOC ASPH 15 R EL R WV WV WV 10" BM-9 15 R EOR BOC CONNECT EXISTING SANITARY EL LATERALS TO EXISTING SANITAY MAIN TO REMAIN (TYP. OF 2) EXISTING SANITARY WISCONSIN DOT CITY OF STOUGHTON SEWER TO REMAIN MILKE LIVING TR 1025 E ACADEMY ST BM NO DESCRIPTION ELEV. FIRE HYDRANT TOP NUT LOCATED ON THE BM-9 SOUTH SIDE OF ACADEMY WEST OF THE EAST STREET INTERSECTION FEET PROPOSED REFERENCE LINE PROFILE (TYP.) EXISTING GROUND PROFILE AT REFERENCE LINE (TYP.) VPI EL VPC EL ACADEM Y STREET PLAN AND PROFILE ACADEM Y STREET RECONSTRUCTION CITY OF STOUGHTON DANE COUNTY, W ISCONSIN MAF A S S O C I A T E S 7 S:\MAD\ \1040\114\Micros\PLAN\Contract \07_PP_AC_01.dgn user: kylew 3/8/2018 4:33:21 PM

20 EAST STREET REMOVE CONE SECTION AND PROVIDE ADDITIONAL RISER. REPLACE/ADJUST CASTING AND ADJUSTING RINGS MOI 1044 E ACADEMY ST PROTECT EXISTING HACK 820 EAST ST VESTERDAHL 100 E ACADEMY ST DOKKEN 108 E ACADEMY ST BRAMMEIR 16 E ACADEMY ST MULLEN 124 E ACADEMY ST COOK 1200 E ACADEMY ST BERG-THOMPSON 1216 E ACADEMY ST N RETAINING WALL (TYP.) CONNECT EXISTING SANITARY SEWER LATERALS TO EXISTING SANITARY 6-IN RETE SIDEWALK (TYP.) 30-IN RETE CURB AND GUTTER (TYP.) ASPH ASPH ASPH ASPH PLANTER RET. WALL RET. WALL MAIN TO REMAIN (TYP. OF 2) 35' B-B INL-2.1 SS -2 GUY GV 10" WV 4" WV WV WV WV IP IP IP IP GUY 10" 10" WV MB MB MB ASPH GV MB GV GV MB MB IP GUY POST GUY GUY T.PED T.PED T.PED ASPH GUY MILKE LIVING TR 1025 E ACADEMY ST GV 10" 10" 15" 15" INL-2.2 ACADEMY STREET 15" TP TP TP TP BM-8 MATCH LOWER STEP 35' B-B 8' MIN. (TYP.) INL IN RETE SIDEWALK (TYP.) 10" 10" 30-IN "TYPE X" RETE CURB AND GUTTER REMOVED NEW WATER MAIN AT 3/14 EAST STREET INTERSECTION ABANDON SANITARY SEWER EAST POST PROVIDE 24" BURY SS -3, 4' DIA. SS -1, 4' DIA. STA /21.5'RT LINE EXTENSION FOR INL EXISTING SANITARY SEWER TO REMAIN STA /21.5'RT GUY GUY POST GV EXISTING HYDRANT EXTEND VALVE BOXES (TYP. OF 4) ADJUST CASTING 6-IN RETE DRIVEWAY APRON (TYP.) FULLER MLN LLC BM NO DESCRIPTION ELEV. 901EAST ST 133 E ACADEMY ST BM-8 FIRE HYDRANT TOP NUT LOCATED AT THE SOUTHEAST CORNER OF THE ACADEMY AND ASPH 10" 0 FEET EAST STREET INTERSECTION VPC EL L = 100' VPI EL VPT EL VPC L = 50' EL EX SAN RIM ADJUST CASTING RIM VPI EL SS-1 RIM % +3.60% VPT/VPC EL % ASPH PROPOSED REFERENCE LINE PROFILE (TYP.) EXISTING GROUND PROFILE AT REFERENCE LINE (TYP.) L = 90' VPI EL VPT EL % VPC EL SS-3 RIM VPI EL LP EL VPT/VPC % L = 50' +0.80% EL L = 50' L = 50' VPI EL VPT/VPC EL VPI EL EX SAN RIM ADJUST CASTING RIM VPT % +0.50% +0.50% +1.00% EL VPC EL % L = 60' VPI EL % VPT EL VPC EL ACADEM Y STREET PLAN AND PROFILE ACADEM Y STREET RECONSTRUCTION CITY OF STOUGHTON DANE COUNTY, W ISCONSIN LF - 15" STORM 1.20% % +5.75% A A A IE N IE 15" E IE 15" S TOP OF EXISTING WATER MAIN FLOWLINE OF PROPOSED STORM SEWER A IE 15" W IE 15" N MAINTAIN 1 MIN. VERTICAL CLEAR MAF FLOWLINE OF EXISTING DISTANCE BETWEEN STORM SEWER 835 SANITARY SEWER AND WATER MAIN (TYP.) A S S O C I A T E S 8 S:\MAD\ \1040\114\Micros\PLAN\Contract \08_PP_AC_02.dgn user: kylew 3/14/2018 2:42:13 PM

21 24+00 PROTECT TREE (TYP.) TP THOMPSON 1216 E ACADEMY ST 6'x3' 45 BEND INVERT LF - 6'x3' 0.25% (INCLUDES AEW AND FITTINGS) HEAVY RIP-RAP BLANKET (48 SY) STA /25.0'LT RET.WALL TP GARAGE STA /44.0'LT 6'x3' BOX AEW INVERT PROTECT EXISTING PROPERTY CORNER WETLAND CITY OF STOUGHTON DISTURBANCE (TYP.) IP IP 4:1 SLOPE CONNECT TO EXISTING INTERCEPT MANHOLE W/ CORE AND BOOT. IE E WETLAND BOUNDARY 100 LF - 8-IN SANITARY 4.00% TREE REMOVAL (TYP.) SAN-1 STA /28.0'LT IE W HILL OLSON PARTNERS 1324 E ACADEMY ST 30-IN RETE CURB AND GUTTER (TYP.) ACADEMY STREET N " WV 47"x71" CMP ARCH GRAV TRANS CANADA HP 10" 10" PRIMARY TRANS CANADA HP INL-4.1 INL " 1 12' 15" INL-4.4 INL-4.5 INL-4.3 MB WV WV 35' B-B REPLACE VALVE AND ROAD BOX BM-7 ASPH STA /28.5'RT 45 BEND, TOP: T.PED 90 LF - 10-IN WATER MAIN OFFSET STA /38.0'RT 6'x3' BOX AEW INVERT HEAVY RIP-RAP 10" CITY OF STOUGHTON GRAV GV GV GRAV STA /28.5'RT 45 BEND, TOP: STA /16.5'RT 6'x3' BOX W/ 1 CONNECTION - EAST AND 15" CONNECTION - WEST GRAVEL DRIVEWAY MICHIGAN-WISCONSIN CHAIN FENCE FENCE (40 LF) RIP-RAP GV STEEP SLOPE PROTECTED BY ADJUST CASTING 1" ASPH 4-IN RETE SIDEWALK (TYP.) 6-IN RETE SIDEWALK (TYP.) 6-IN RETE DRIVEWAY APRON (TYP.) 1325 E ACADEMY ST ASPH BM-6 RET. WALL ASPH BM NO BM-6 ADJUST EXISTING ROAD BOX (TYP.) PROTECT EXISTING FIRE HYDRANT (TYP.) DESCRIPTION FIRE HYDRANT TOP NUT LOCATED ON THE SOUTH SIDE OF ACADEMY STREET BETWEEN THE 1325 ACADEMY STREET AND 900 VETERANS ROAD PROPERTIES. ELEV RET. WALL BLANKET (25 SY) PIPE LINE COMPANY 1307 E ACADEMY ST 0 FEET BM-7 FIRE HYDRANT TOP NUT LOCATED ON THE SOUTH SIDE OF ACADEMY STREET IN FRONT VPC EL CITY OF STOUGHTON L = 50' VPI EL VPT EL WETLAND BOUNDARY VPC EL PROPOSED REFERENCE LINE PROFILE (TYP.) EXISTING GROUND PROFILE AT REFERENCE LINE (TYP.) L = 200' VPI EL EX SAN RIM ADJUST CASTING RIM VPT/VPC EL L = 100' VPI EL % +6.50% SAN-1 RIM VPT EL OF STOUGHTON UTILITIES WELL NO ACADEM Y STREET PLAN AND PROFILE ACADEM Y STREET RECONSTRUCTION CITY OF STOUGHTON DANE COUNTY, W ISCONSIN % -0.50% -0.50% +4.50% LF - SANITARY 4.00% PLACE INSULATION AT WATER MAIN CROSSING FLOWLINE OF PROPOSED STORM SEWER 6'x3' BOX CULVERT AT CROSS INVERT FLOWLINE OF EXISTING SANITARY SEWER TOP OF EXISTING WATER MAIN IE E IE W MAF A S S O C I A T E S 9 S:\MAD\ \1040\114\Micros\PLAN\Contract \09_PP_AC_03.dgn user: kylew 3/8/2018 4:33:23 PM

22 HILL OLSON PARTNERS 1334 E ACADEMY ST STA /38.4'LT FIRE HYDRANT W/ AUX. VALVE AND x REDUCER - SOUTH TOP ELEV BURY LINE ELEV x5 TRUNCATED DOME DETECTABLE COUNTY N / VETERANS ROAD SIDEW ALK 30" CURB 30" CURB VETERANS ROAD IMPROVEMENTS (BY OTHERS) N WARNING FIELD (TYP.) COUNTY A / ACADEMY STREET ACADEMY STREET 35' B-B POST TRANS CANADA HP " POST WV WV 10" WV WV POST BM-5 RET. WALL POST POST GV LIMITS OF STREET RECONSTRUCTION. SAWCUT AND MATCH 54 LF - WATER MAIN 900 VET LLC 900 VETERANS RD 10" EXISTING PAVEMENT. REPLACE VALVE AND ROAD BOX STA /15.5'RT CONNECT TO EXISTING BM NO DESCRIPTION ELEV. WATER MAIN W/ VALVE - NORTH BM-5 FIRE HYDRANT TOP NUT LOCATED AT THE SOUTHEAST CORNER OF THE ACADEMY FEET STREET AND VETERANS ROAD INTERSECTION VPC EL % L = 100' VPI EL % VPT EL VPI EL ACADEM Y STREET PLAN AND PROFILE ACADEM Y STREET RECONSTRUCTION CITY OF STOUGHTON DANE COUNTY, W ISCONSIN 875 PROPOSED REFERENCE LINE PROFILE (TYP.) EXISTING GROUND PROFILE AT REFERENCE LINE (TYP.) MAF A S S O C I A T E S 10 S:\MAD\ \1040\114\Micros\PLAN\Contract \10_PP_AC_04.dgn user: kylew 3/8/2018 4:33:23 PM

23 MOLINE PARK PLAT A EAST STREET MOI 1044 E ACADEMY ST HACK 820 EAST ST GUY GV VESTERDAHL 1100 E ACADEMY ST ' B-B SS -2 AND WATER MAIN (TYP.) INL-2.1 STA /13.6'RT VPC EL % ASPH PLANTER MAINTAIN 1 MIN. VERTICAL CLEAR RET. WALL ASPH L = 60' VPI DISTANCE BETWEEN STORM SEWER EL % RET. WALL INL % 18 LF - STORM IE S INL-2.2 BOC SS-2 IE N LF - STORM 4.45% VPT EL " GUY IP IP ACADEM Y STREET RIM IE E IE S W V 10" MB W V W V W V W V GUY GUY GUY GUY W V 10" 10" POST 10" 10" VPI EL SS % -4.00% A IE N " RIM IE 15" E " 15" IE 15" S VPC EL GV POST GV GUY BM NO BM GUY T.PED +50 SS -1 BM-8 ASPH STA /12.9'RT EX SAN RIM " DESCRIPTION EAST STREET INTERSECTION. ASPH FIRE HYDRANT TOP NUT LOCATED AT THE SOUTHEAST CORNER OF THE ACADEMY AND -4.00% ABANDON EXISTING SANITARY SEWER MANHOLE PROPOSED REFERENCE LINE PROFILE (TYP.) EXISTING GROUND PROFILE AT REFERENCE LINE (TYP.) L = 80' VPI EL ' B-B ADJUST CASTING -1.55% RIM TOP OF EXISTING WATER MAIN FLOWLINE OF PROPOSED STORM SEWER FLOWLINE OF EXISTING SANITARY SEWER STA /16.5'RT 6x43"x15" HERCP TEE INVERT 6x43" INVERT 15" PROTECT RETE DRIVEWAY APRON ELEV LF - 15" STORM 2.85% ADJUST CASTING VPT EL HEAVY RIP-RAP BLANKET (20 SY) 6x43" HERCP AEW INVERT INL-5.1 CITY OF STOUGHTON STA /26.9'LT 6x43"x15" HERCP TEE INVERT 6x43" INVERT 15" STA /52.4'LT 6x43" HERCP AEW INVERT LF - 6x43" 1.00% (INCLUDES AEW AND FITTINGS) IP POST GUY GUY 3x57" 3x57" CMP ARCH GRAV POST CITY OF STOUGHTON " INL-6.2 INL-6.1 INL-5.1 IE 15" N IE 15" S BOC LP x43" HERCP AEW INVERT INL-5.3 INL-5.2 STA /52.4'RT EL ' INVERT 15" INL-6.3 STA /28.4'RT 6x43"x15" HERCP TEE INVERT 6x43" POST GUYGUY IP STA /11.9'LT 6x43"x15" HERCP TEE INVERT 6x43" INVERT 15" EAST ST SPLICER PROPERTIES LLC N GUY AT STORM SEWER CROSSING GUY INSULATE EXISTING WATER MAIN POST EXPRESS INC CON-WAY CENTRAL 1025 EAST ST 10" 0 FEET INSIDE CROWN OF 6x43" HERCP CROSSING AT REFERENCE LINE 6x43" HERCP AEW INVERT WETLAND BOUNDARY REPLACE 18 LF OF SANITARY SEWER WITH 10-IN DUCTILE IRON AT STORM SEWER CROSSING 140 LF - 6x43" 1.00% (INCLUDES AEW AND FITTINGS) PLACE INSULATION AT WATER MAIN CROSSING REPLACE 18 LF OF SANITARY SEWER WITH 10-IN DUCTILE IRON AT STORM SEWER CROSSING HEAVY RIP-RAP BLANKET (20 SY) CONSTRUCT VERTICAL OFFSET ON 10-IN WATER MAIN IF LESS THAN 2-FT CLEARANCE EXISTS GUY REMOVED NEW WATER MAIN AT 3/14 EAST STREET INTERSECTION EAST STREET PLAN AND PROFILE ACADEM Y STREET RECONSTRUCTION CITY OF STOUGHTON DANE COUNTY, W ISCONSIN MAF A S S O C I A T E S 11 S:\MAD\ \1040\114\Micros\PLAN\Contract \11_PP_EA_01.dgn user: kylew 3/14/2018 2:41:39 PM

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48 SCHEDULE B ESTIMATE OF THE TOTAL COST OF PROPOSED IMPROVEMENTS

49 ENGINEER'S REPORT SCHEDULE B1 - ESTIMATED COSTS 2018 STREET RECONSTRUCTION CITY OF STOUGHTON GJERTSON STREET APRIL 17th, 2018 ESTIMATED TOTAL ESTIMATED CONTINGENCY & ESTIMATED UNIT OF CONSTRUCTION ADMINISTRATIVE PROJECT ITEM MEASUREMENT COST COST COST Curb and Gutter Linear Foot $18.60 $1.86 $ inch Sidewalk Square Foot $7.04 $0.70 $ inch Sidewalk Square Foot $7.54 $0.75 $ inch Concrete Driveway Apron Square Foot $7.54 $0.75 $ inch Sidewalk Square Foot $7.84 $0.78 $ inch Concrete Driveway Apron Square Foot $7.84 $0.78 $8.62

50 ENGINEER'S REPORT SCHEDULE B1 - ESTIMATED COSTS 2018 STREET RECONSTRUCTION CITY OF STOUGHTON FORREST STREET APRIL 17th, 2018 ESTIMATED TOTAL ESTIMATED CONTINGENCY & ESTIMATED UNIT OF CONSTRUCTION ADMINISTRATIVE PROJECT ITEM MEASUREMENT COST COST COST Curb and Gutter Linear Foot $20.80 $2.08 $ inch Sidewalk Square Foot $7.04 $0.70 $ inch Sidewalk Square Foot $7.54 $0.75 $ inch Concrete Driveway Apron Square Foot $7.54 $0.75 $ inch Sidewalk Square Foot $7.84 $0.78 $ inch Concrete Driveway Apron Square Foot $7.84 $0.78 $8.62

51 ENGINEER'S REPORT SCHEDULE B1 - ESTIMATED COSTS 2018 STREET RECONSTRUCTION CITY OF STOUGHTON VERNON STREET AND KRISTI LANE APRIL 17th, 2018 ESTIMATED TOTAL ESTIMATED CONTINGENCY & ESTIMATED UNIT OF CONSTRUCTION ADMINISTRATIVE PROJECT ITEM MEASUREMENT COST COST COST Curb and Gutter Linear Foot $16.60 $1.66 $ inch Sidewalk Square Foot $6.60 $0.66 $ inch Sidewalk Square Foot $7.10 $0.71 $ inch Concrete Driveway Apron Square Foot $7.10 $0.71 $7.81

52 ENGINEER'S REPORT SCHEDULE B1 - ESTIMATED COSTS 2018 STREET RECONSTRUCTION CITY OF STOUGHTON SUNDT LANE APRIL 17th, 2018 ESTIMATED TOTAL ESTIMATED CONTINGENCY & ESTIMATED UNIT OF CONSTRUCTION ADMINISTRATIVE PROJECT ITEM MEASUREMENT COST COST COST 4-inch Sidewalk Square Foot $10.00 $1.00 $ inch Sidewalk Square Foot $12.00 $1.20 $13.20

53 ENGINEER'S REPORT SCHEDULE B1 - ESTIMATED COSTS 2018 STREET RECONSTRUCTION CITY OF STOUGHTON ACADEMY STREET AND EAST STREET APRIL 17th, 2018 ESTIMATED TOTAL ESTIMATED CONTINGENCY & ESTIMATED UNIT OF CONSTRUCTION ADMINISTRATIVE PROJECT ITEM MEASUREMENT COST COST COST Curb and Gutter (Replacement) Linear Foot $21.00 $2.10 $23.10 Curb and Gutter (New installation) Linear Foot $18.00 $1.80 $ inch Sidewalk Square Foot $8.25 $0.82 $ inch Sidewalk Square Foot $8.50 $0.85 $ inch Concrete Driveway Apron Square Foot $7.50 $0.75 $8.25

54 ENGINEER'S REPORT SCHEDULE B1 - ESTIMATED COSTS 2018 STREET RECONSTRUCTION CITY OF STOUGHTON VETERANS ROAD APRIL 17th, 2018 ESTIMATED TOTAL ESTIMATED CONTINGENCY & ESTIMATED UNIT OF CONSTRUCTION ADMINISTRATIVE PROJECT ITEM MEASUREMENT COST COST COST Curb and Gutter (Replacement) Linear Foot $21.00 $2.10 $23.10 Curb and Gutter (New installation) Linear Foot $16.00 $1.60 $ inch Sidewalk (Replacement) Square Foot $6.80 $0.68 $ inch Sidewalk (New installation) Square Foot $4.80 $0.48 $ inch Sidewalk (Replacement) Square Foot $9.00 $0.90 $ inch Sidewalk (New installation) Square Foot $7.00 $0.70 $ inch Concrete Driveway Apron Square Foot $9.00 $0.90 $9.90

55 Bids Received: 1 PM, March 6, STREET AND UTILITY CONSTRUCTION CONTRACT CITY OF STOGHTON, WISCONSIN STRAND ASSOCIATES, INC. 910 West Wingra Drive Madison, WI BID TABULATION BREAKDOWN Maddrell Excavating LLC N3371 West 3rd Ave. Brodhead, WI Unit Total No. Description Quantity Unit Price Price GJERTSON STREET Sanitary Sewer 1. 4 IN Sanitary Sewer Lateral INCL Connection to Existing Wye 45 LF $ $ 5, Water Main 2. 6 IN DIA DI Water Main or Fire Hydrant Lead 10 LF $ $ Fire Hydrant w/ Auxiliary Valve and Road Box 1 EA $ 6, $ 6, Connect New Hydrant Lead to Existing Water Main 1 EA $ 1, $ 1, Abandon Existing Fire Hydrant 1 LS $ $ IN Corporation Stop, Curb Stop, and Box 2 EA $ 1, $ 2, IN Water Service 35 LF $ $ 2, Storm Sewer IN RCP Storm Sewer 382 LF $ $ 24, FT DIA Storm Sewer 1 EA $ 2, $ 2, FT DIA Storm Sewer 1 EA $ 2, $ 2, T:\MAD\Bid Tabs\2018\Stoughton, WI\ maf\(14) Bid Tabs\Stoughton BT2.xlsx 1 of 14

56 Maddrell Excavating LLC N3371 West 3rd Ave. Brodhead, WI Unit Total No. Description Quantity Unit Price Price FT DIA Storm Sewer 2 EA $ 1, $ 3, FT by 3 FT Storm Sewer Inlet 4 EA $ 1, $ 7, IN RCP 45 Degree Bend 1 EA $ $ IN PVC Roof Drain 87 LF $ $ 4, Connect Downspout to Roof Drain 5 EA $ $ 1, Connect Roof Drain to New Storm Sewer 5 EA $ $ 4, Street Construction 17. Common Excavation 1 LS $ 37, $ 37, Concrete Curb and Gutter Removal 1,150 LF $ 2.80 $ 3, Concrete Sidewalk and Driveway Apron Removal 370 SY $ $ 8, Excavation Below Subgrade (EBS) 500 CY $ $ 9, EBS Backfill 1,000 T $ $ 12, Geotextile Roadway Subgrade Stabilization 1,500 SY $ 2.00 $ 3, Crushed Aggregate Base Course 2,000 T $ $ 24, T:\MAD\Bid Tabs\2018\Stoughton, WI\ maf\(14) Bid Tabs\Stoughton BT2.xlsx 2 of 14

57 Maddrell Excavating LLC N3371 West 3rd Ave. Brodhead, WI Unit Total No. Description Quantity Unit Price Price IN Concrete Curb and Gutter 1,150 LF $ $ 18, IN Concrete Curb and Gutter 350 LF $ $ 8, Concrete Barrier Curb 25 LF $ $ IN Valley Gutter 80 LF $ $ 2, IN Concrete Pavement Removal and Replacement 50 SF $ $ IN Concrete Sidewalk 800 SF $ 5.40 $ 4, IN Concrete Sidewalk 700 SF $ 5.10 $ 3, IN Concrete Sidewalk 5,000 SF $ 4.60 $ 23, IN Concrete Driveway Apron 1,000 SF $ 5.40 $ 5, IN Concrete Driveway Apron 1,800 SF $ 5.10 $ 9, Caulked Joint 80 LF $ 5.00 $ Insert Dowel Bar into Existing Concrete Slab at Dollar General Building 40 EA $ $ Asphaltic Concrete Driveway Apron 1,000 SF $ 2.45 $ 2, Cast Iron Truncated Dome Detectable Warning 50 SF $ $ 1, T:\MAD\Bid Tabs\2018\Stoughton, WI\ maf\(14) Bid Tabs\Stoughton BT2.xlsx 3 of 14

58 Maddrell Excavating LLC N3371 West 3rd Ave. Brodhead, WI Unit Total No. Description Quantity Unit Price Price 38. Asphaltic Concrete Pavement Lower Course 300 T $ $ 18, Asphaltic Concrete Pavement Upper Course 250 T $ $ 16, Pavement Markings IN White Epoxy Stop Bar 26 LF $ $ IN White Turning Lane Line 50 LF $ $ IN Double Yellow Centerline (Each Line) 180 LF $ 6.20 $ 1, Miscellaneous 43. Hauled In Granular Backfill 100 T $ $ 1, Adjust Sanitary Sewer Casting 2 EA $ $ 1, Remove and Replace Casting 2 EA $ $ 1, Modular Block Retaining Wall 400 VSF $ $ 16, Traffic Control 1 LS $ 6, $ 6, Erosion Control 1 LS $ 3, $ 3, Temporary Erosion Control Mat (WisDOT Class I, Type A) 200 SY $ 4.00 $ Turf Restoration (Topsoil, Seed, and Mulch) 1 LS $ 7, $ 7, T:\MAD\Bid Tabs\2018\Stoughton, WI\ maf\(14) Bid Tabs\Stoughton BT2.xlsx 4 of 14

59 Maddrell Excavating LLC N3371 West 3rd Ave. Brodhead, WI Unit Total No. Description Quantity Unit Price Price 51. Stump Removal 4 EA $ $ 2, Abandon Existing at Dollar General Building 1 LS $ 2, $ 2, FORREST STREET AND SOUTH ALLEY Sanitary Sewer IN PVC Sanitary Sewer 410 LF $ $ 52, FT DIA Sanitary Sewer 4 EA $ 4, $ 18, IN by 4 IN Sanitary Sewer Wye 3 EA $ $ IN by 6 IN Sanitary Sewer Wye 3 EA $ $ IN Sanitary Sewer Lateral 60 LF $ $ 7, IN Sanitary Sewer Lateral 60 LF $ $ 6, Hauled In Granular Backfill 1,000 T $ $ 10, Connect New Sanitary Sewer to Existing 1 LS $ 2, $ 2, Abandon Existing Sanitary Sewer and Appurtenances 1 LS $ 1, $ 1, Storm Sewer IN RCP Storm Sewer 92 LF $ $ 11, IN RCP Storm Sewer 35 LF $ $ 3, T:\MAD\Bid Tabs\2018\Stoughton, WI\ maf\(14) Bid Tabs\Stoughton BT2.xlsx 5 of 14

60 Maddrell Excavating LLC N3371 West 3rd Ave. Brodhead, WI Unit Total No. Description Quantity Unit Price Price FT DIA Storm Sewer 3 EA $ 2, $ 7, FT by 3 FT Storm Sewer Inlet 3 EA $ 1, $ 5, Abandon/Remove Existing Storm Sewer 1 LS $ 1, $ 1, Street Construction 67. Common Excavation 1 LS $ 32, $ 32, Concrete Curb and Gutter Removal 550 LF $ 4.00 $ 2, Concrete Sidewalk and Driveway Apron Removal 500 SY $ $ 11, Concrete Pavement Removal 2,600 SF $ 1.30 $ 3, Excavation Below Subgrade (EBS) 300 CY $ $ 5, EBS Backfill 600 T $ $ 7, Geotextile Roadway Subgrade Stabilization 1,000 SY $ 2.00 $ 2, Crushed Aggregate Base Course 1,500 T $ $ 18, Concrete Curb for Steel Handrailing 35 LF $ $ 1, IN Concrete Curb and Gutter 650 LF $ $ 10, T:\MAD\Bid Tabs\2018\Stoughton, WI\ maf\(14) Bid Tabs\Stoughton BT2.xlsx 6 of 14

61 Maddrell Excavating LLC N3371 West 3rd Ave. Brodhead, WI Unit Total No. Description Quantity Unit Price Price IN Concrete Curb and Gutter 140 LF $ $ 3, IN Concrete Pavement 1,200 SF $ $ 12, IN Stamped Colored Concrete Crosswalk 265 SF $ $ 5, IN Stamped Colored Concrete Sidewalk 370 SF $ $ 4, IN Concrete Sidewalk 200 SF $ 5.40 $ 1, IN Concrete Sidewalk 800 SF $ 5.10 $ 4, IN Concrete Sidewalk 3,200 SF $ 4.60 $ 14, IN Concrete Driveway Apron 300 SF $ 5.40 $ 1, IN Concrete Driveway Apron 350 SF $ 5.10 $ 1, Caulked Joint 200 LF $ 5.00 $ 1, Tree Well 3 EA $ 1, $ 5, Remove Existing Handrailing 1 LS $ $ Steel Handrailing 1 LS $ 7, $ 7, Asphaltic Concrete Driveway Apron 400 SF $ 4.35 $ 1, T:\MAD\Bid Tabs\2018\Stoughton, WI\ maf\(14) Bid Tabs\Stoughton BT2.xlsx 7 of 14

62 Maddrell Excavating LLC N3371 West 3rd Ave. Brodhead, WI Unit Total No. Description Quantity Unit Price Price 91. Cast Iron Truncated Dome Detectable Warning 80 SF $ $ 2, Asphaltic Concrete Pavement Lower Course 200 T $ $ 12, Asphaltic Concrete Pavement Upper Course 150 T $ $ 9, Pavement Markings IN White Epoxy Stop Bar Line 40 LF $ $ IN White Epoxy Crosswalk Line 80 LF $ 9.00 $ IN White Epoxy Parking Stall Line 330 LF $ 3.20 $ 1, Yellow Epoxy Curb Head Marking 180 LF $ 6.00 $ 1, Miscellaneous 98. Traffic Control 1 LS $ 5, $ 5, Erosion Control 1 LS $ 3, $ 3, Turf Restoration (Topsoil, Seed and Mulch) 1 LS $ 5, $ 5, Stump Removal 1 EA $ $ VERNON STREET, KRISTI LANE, AND FRANKLIN STREET Sanitary Sewer IN PVC Sanitary Sewer 1,364 LF $ $ 100, IN Sanitary Sewer Spot Repair (Vernon Street Easement) 1 LS $ 4, $ 4, T:\MAD\Bid Tabs\2018\Stoughton, WI\ maf\(14) Bid Tabs\Stoughton BT2.xlsx 8 of 14

63 Maddrell Excavating LLC N3371 West 3rd Ave. Brodhead, WI Unit Total No. Description Quantity Unit Price Price IN Sanitary Sewer Spot Repair (Franklin Street) 1 LS $ 3, $ 3, FT DIA Sanitary Sewer 10 EA $ 3, $ 32, IN by 6 IN Sanitary Sewer Wye 11 EA $ $ 3, IN by 4 IN Sanitary Sewer Wye 11 EA $ $ 2, IN Sanitary Sewer Lateral 160 LF $ $ 14, IN Sanitary Sewer Lateral 160 LF $ $ 14, Hauled In Granular Backfill 2,000 T $ $ 20, Connect New Sanitary Sewer to Existing W/ Outside Drop 1 LS $ 2, $ 2, Replace Casting and Adjusting Rings 3 EA $ $ 2, Adjust Casting 3 EA $ $ 1, Abandon Existing Sanitary Sewer and Appurtenances 1 LS $ 4, $ 4, Water Main IN DIA DI Water Main 690 LF $ $ 67, IN DIA DI Water Main 20 LF $ $ 1, T:\MAD\Bid Tabs\2018\Stoughton, WI\ maf\(14) Bid Tabs\Stoughton BT2.xlsx 9 of 14

64 Maddrell Excavating LLC N3371 West 3rd Ave. Brodhead, WI Unit Total No. Description Quantity Unit Price Price IN DIA DI Water Main or Fire Hydrant Lead 104 LF $ $ 11, Fire Hydrant w/ Auxiliary Valve and Road Box 5 EA $ 5, $ 29, IN Valve and Road Box 4 EA $ 1, $ 6, Remove Existing Valve and Install Road Box Over Existing Valve 2 EA $ 1, $ 2, Connect New Water Main to Existing Water Main 5 EA $ 2, $ 13, IN Corporation Stop, Curb Stop, and Box 15 EA $ $ 11, IN Water Service 450 LF $ $ 30, IN Corporation Stop, Curb Stop, and Box (Franklin Street) 12 EA $ $ 11, IN Water Service (Franklin Street) 475 LF $ $ 32, Fire Hydrant w/ Aux Valve and Road Box INCL Connection to Existing Water Main (Franklin Street) 1 EA $ 6, $ 6, IN Fire Hydrant Lead (Franklin Street) 36 LF $ $ 3, Hauled In Granular Backfill 1,000 T $ $ 10, Utility Insulation 200 SF $ 4.00 $ Abandon Existing Water Main and Appurtenances 1 LS $ 2, $ 2, T:\MAD\Bid Tabs\2018\Stoughton, WI\ maf\(14) Bid Tabs\Stoughton BT2.xlsx 10 of 14

65 Maddrell Excavating LLC N3371 West 3rd Ave. Brodhead, WI Unit Total No. Description Quantity Unit Price Price 131. Abandon Existing Water Main and Appurtenances (Franklin Street) 1 LS $ $ Storm Sewer IN RCP Storm Sewer 225 LF $ $ 17, IN RCP Storm Sewer 52 LF $ $ 4, IN RCP Storm Sewer 280 LF $ $ 17, IN PVC Underdrain 200 LF $ $ 7, FT DIA Storm Sewer 4 EA $ 2, $ 9, FT by 3 FT Storm Sewer Inlet 14 EA $ 1, $ 25, Extend 18 IN CMP Culvert 70 LF $ $ 4, Abandon/Remove Existing Storm Sewer 1 LS $ 7, $ 7, Street Construction 140. Common Excavation 1 LS $ 70, $ 70, Concrete Curb and Gutter Removal 2,900 LF $ 2.80 $ 8, Concrete Sidewalk, Driveway Apron, and Pavement Removal 1,200 SY $ $ 21, Excavation Below Subgrade (EBS) 1,500 CY $ $ 27, T:\MAD\Bid Tabs\2018\Stoughton, WI\ maf\(14) Bid Tabs\Stoughton BT2.xlsx 11 of 14

66 Maddrell Excavating LLC N3371 West 3rd Ave. Brodhead, WI Unit Total No. Description Quantity Unit Price Price 144. EBS Backfill 3,000 T $ $ 36, Geotextile Roadway Subgrade Stabilization 4,000 SY $ 2.00 $ 8, Crushed Aggregate Base Course 5,500 T $ $ 66, IN Concrete Curb and Gutter 2,950 LF $ $ 40, IN Concrete Sidewalk 2,300 SF $ 5.10 $ 11, IN Concrete Sidewalk 11,000 SF $ 4.60 $ 50, IN Concrete Driveway Apron 3,700 SF $ 5.10 $ 18, Cast Iron Truncated Dome Detectable Warning 220 SF $ $ 6, Asphaltic Concrete Driveway Apron 250 SF $ 4.80 $ 1, Asphaltic Concrete Pavement Lower Course 900 T $ $ 55, Asphaltic Concrete Pavement Upper Course 700 T $ $ 45, Pavement Markings IN White Epoxy Cross Walk Line 450 LF $ 9.00 $ 4, IN White Epoxy Stop Bar Line 100 LF $ $ 1, T:\MAD\Bid Tabs\2018\Stoughton, WI\ maf\(14) Bid Tabs\Stoughton BT2.xlsx 12 of 14

67 Maddrell Excavating LLC N3371 West 3rd Ave. Brodhead, WI Unit Total No. Description Quantity Unit Price Price IN White Epoxy Continental Crosswalk (6-FT Long 24-IN Spacing) 250 LF $ $ 3, Restoration-Frankin Street South of Vernon Street 158. Asphalt Pavement Restoration 1 LS $ 14, $ 14, Sidewalk and Driveway Apron Restoration 1 LS $ 5, $ 5, Curb and Gutter Restoration 1 LS $ 5, $ 5, Turf Restoration 1 LS $ 4, $ 4, Miscellaneous 162. Traffic Control 1 LS $ 6, $ 6, Erosion Control 1 LS $ 7, $ 7, Modular Block Retaining Wall 370 VSF $ $ 14, Turf Restoration (Topsoil, Seed, and Mulch) 1 LS $ 20, $ 20, Erosion Mat 200 SY $ 4.00 $ Stump Removal 8 EA $ $ 3, ENGINEER'S COMPUTED TOTAL ITEMS NO. 1 THROUGH 167 $ 1,756, CONTRACTOR'S COMPUTED TOTAL ITEMS NO. 1 THROUGH 167 $ 1,756, * CONTRACTOR'S COMPUTED TOTAL T:\MAD\Bid Tabs\2018\Stoughton, WI\ maf\(14) Bid Tabs\Stoughton BT2.xlsx 13 of 14

68 Maddrell Excavating LLC N3371 West 3rd Ave. Brodhead, WI Unit Total No. Description Quantity Unit Price Price Reviewed by T:\MAD\Bid Tabs\2018\Stoughton, WI\ maf\(14) Bid Tabs\Stoughton BT2.xlsx 14 of 14

69 Bids Received: 11 AM, MARCH 29, 2018 ACADEMY STREET RECONSTRUCTION CONRACT CITY OF STOUGHTON, WISCONSIN BID TABULATION BREAKDOWN Nelson Excavating and Son LLC 3898 Old Stone Road Oregon, WI Unit Total No. Description Quantity Unit Price Price Sanitary Sewer 1. 8 IN PVC Sanitary Sewer 100 LF $ $ 8, IN DI Sanitary Sewer Spot Replacement (East Street) 1 LS $ 2, $ 2, FT DIA Sanitary Sewer 1 EA $ 4, $ 4, Connect New Sanitary Sewer to Existing 1 LS $ 1, $ 1, Add 24-IN Barrel Section to Existing 4- FT DIA 1 LS $ 1, $ 1, IN by 6 IN Sanitary Sewer Wye 2 EA $ $ IN by 4 IN Sanitary Sewer Wye 2 EA $ $ IN Sanitary Sewer Lateral 60 LF $ $ 3, IN Sanitary Sewer Lateral 60 LF $ $ 3, Hauled In Granular Backfill 300 T $ 8.00 $ 2, Replace Casting and Adjusting Rings 2 EA $ $ 1, T:\MAD\Bid Tabs\2018\Stoughton, WI\ maf\(14) Bid Tabs\Stoughton BT2.xlsx 1 of 6

70 Nelson Excavating and Son LLC 3898 Old Stone Road Oregon, WI Unit Total No. Description Quantity Unit Price Price 12. Adjust Casting W/ New Adjusting Rings 2 EA $ $ Abandon Existing Sanitary Sewer and Appurtenances 1 LS $ 1, $ 1, Water Main IN DIA DI Water Main Offset (Academy Street) 1 LS $ 8, $ 8, IN DIA Water Main Offset (East Street) 1 LS $ 7, $ 7, IN DIA DI Water Main 55 LF $ $ 3, Fire Hydrant w/ Auxiliary Valve and Road Box 1 EA $ 7, $ 7, IN Valve and Road Box 1 EA $ 2, $ 2, Replace 6-IN Valve and Road Box 1 LS $ 2, $ 2, Replace 10-IN Valve and Road Box 1 LS $ 3, $ 3, IN Fire Hydrant Extension 1 LS $ 1, $ 1, Connect New Water Main to Existing Water Main 1 EA $ 1, $ 1, Hauled In Granular Backfill 200 T $ 8.00 $ 1, Utility Insulation 150 SF $ 3.00 $ Storm Sewer T:\MAD\Bid Tabs\2018\Stoughton, WI\ maf\(14) Bid Tabs\Stoughton BT2.xlsx 2 of 6

71 Nelson Excavating and Son LLC 3898 Old Stone Road Oregon, WI Unit Total No. Description Quantity Unit Price Price FT By 3-FT Precast Concrete Box Culvert (Excluding Bend and End Walls) 72 LF $ $ 40, IN By 43-IN HERCP Storm Sewer (Excluding Tees and Endwalls) 94 LF $ $ 30, IN RCP Storm Sewer 20 LF $ $ IN RCP Storm Sewer 450 LF $ $ 20, IN RCP Storm Sewer 180 LF $ $ 8, IN PVC Underdrain 200 LF $ 5.00 $ 1, FT DIA Storm Sewer 4 EA $ 2, $ 9, FT By 3 FT Storm Sewer Inlet 14 EA $ 1, $ 22, FT By 3-FT Precast Concrete Box Culvert Bend 1 EA $ 4, $ 4, FT By 3-FT Precast Concrete End Wall W/ Cut-Off Wall (No Pipe Gate) 2 EA $ 7, $ 15, Connect Storm Sewer to Box Culvert 2 EA $ $ 1, IN By 43-IN HERCP By 15-IN RCP Tee 4 EA $ 3, $ 15, IN By 43-IN HERCP End Wall W/ Cut- Off Wall (No Pipe Gate) 2 EA $ 4, $ 9, Bioretention Basin 1 LS $ 8, $ 8, T:\MAD\Bid Tabs\2018\Stoughton, WI\ maf\(14) Bid Tabs\Stoughton BT2.xlsx 3 of 6

72 Nelson Excavating and Son LLC 3898 Old Stone Road Oregon, WI Unit Total No. Description Quantity Unit Price Price 39. Abandon/Remove Existing Storm Sewer and Culverts 1 LS $ 4, $ 4, Street Construction 40. Common Excavation 1 LS $ 35, $ 35, Concrete Curb and Gutter Removal 1,350 LF $ 3.00 $ 4, Concrete Sidewalk and Driveway Apron Removal 650 SY $ 2.00 $ 1, Excavation Below Subgrade (EBS) 1,500 CY $ $ 18, EBS Backfill 3,000 T $ $ 30, Geotextile Roadway Subgrade Stabilization 3,000 SY $ 2.00 $ 6, Crushed Aggregate Base Course 5,000 T $ $ 60, IN Concrete Curb and Gutter 2,900 LF $ $ 52, IN Concrete Sidewalk 1,800 SF $ 8.50 $ 15, IN Concrete Sidewalk 9,100 SF $ 8.25 $ 75, IN Concrete Driveway Apron 3,800 SF $ 7.50 $ 28, Cast Iron Truncated Dome Detectable Warning 60 SF $ $ 3, T:\MAD\Bid Tabs\2018\Stoughton, WI\ maf\(14) Bid Tabs\Stoughton BT2.xlsx 4 of 6

73 Nelson Excavating and Son LLC 3898 Old Stone Road Oregon, WI Unit Total No. Description Quantity Unit Price Price 52. Asphaltic Concrete Driveway Apron 2,300 SF $ 3.00 $ 6, Asphaltic Concrete Pavement Lower Course 830 T $ $ 58, Asphaltic Concrete Pavement Upper Course 650 T $ $ 46, Pavement Markings IN White Epoxy Cross Walk Line 180 LF $ $ 2, IN White Epoxy Stop Bar Line 50 LF $ $ 1, Miscellaneous 57. Traffic Control 1 LS $ 4, $ 4, Erosion Control 1 LS $ 2, $ 2, Riprap W/ Fabric 120 SY $ $ 1, Turf Restoration (Topsoil, Seed, and Mulch) 1 LS $ 4, $ 4, Erosion Mat Class 1, Type A (ECRM) 1,000 SY $ 3.00 $ 3, Erosion Mat Class 3, Type C (TRM) 300 SY $ 8.00 $ 2, Stump Removal 25 EA $ $ 2, ENGINEER'S COMPUTED TOTAL ITEMS NO. 1 THROUGH 63 $ 729, T:\MAD\Bid Tabs\2018\Stoughton, WI\ maf\(14) Bid Tabs\Stoughton BT2.xlsx 5 of 6

74 Nelson Excavating and Son LLC 3898 Old Stone Road Oregon, WI Unit Total No. Description Quantity Unit Price Price CONTRACTOR'S COMPUTED TOTAL ITEMS NO. 1 THROUGH 63 $ 729, * CONTRACTOR'S COMPUTED TOTAL Reviewed by T:\MAD\Bid Tabs\2018\Stoughton, WI\ maf\(14) Bid Tabs\Stoughton BT2.xlsx 6 of 6

75 CTH A (PB-69) Est. Qty. Unit Total Unit Total Unit Total Unit Total $23.10 $7, $25.50 $7, $ ,062 $2.25 $2, $3.00 $3, $ ,160 $59.50 $69, $67.50 $78, $0.00 NO BID ,740 $59.50 $103, $67.50 $117, $ $1.10 $ $2.50 $ $0.00 TOTAL $182, $207, $0.00 CTH A (Fritz) Est. Qty. Unit Total Unit Total Unit Total Unit Total $2.15 $ $5.00 $ $ $86.50 $18, $65.75 $13, $0.00 NO BID $97.00 $13, $77.85 $10, $0.00 TOTAL $31, $24, $0.00 CTH N Est. Qty. Unit Total Unit Total Unit Total Unit Total ,275 $2.05 $25, $1.86 $22, $2.95 $36, $ $5.60 $4, $7.00 $5, $7.10 $5, $ $2.00 $1, $2.00 $1, $2.50 $1, $ $54.20 $128, $56.00 $132, $55.95 $132, $ ,580 $60.00 $94, $66.25 $104, $65.85 $104, $ ,865 $19.00 $35, $16.00 $29, $15.20 $28, $ ,875 $5.15 $19, $4.80 $18, $4.85 $18, $ $5.60 $ $7.00 $ $6.60 $ $ $35.00 $2, $30.00 $1, $30.35 $1, $0.00 TOTAL $311, $317, $329, $0.00 CTH P Est. Qty. Unit Total Unit Total Unit Total Unit Total ,700 $1.25 $62, $0.75 $37, $0.69 $34, $ ,500 $2.00 $5, $1.70 $4, $2.50 $6, $ ,280 $52.20 $432, $50.00 $414, $50.00 $414, $ ,520 $55.20 $304, $52.00 $287, $53.75 $296, $ $28.00 $16, $24.50 $14, $18.70 $11, $ $1.00 $ $1.00 $ $2.00 $1, $0.00 TOTAL $821, $757, $763, $0.00 Milling/Pavement Patch Est. Qty. Unit Price Unit Price Unit Price Unit Price 7-IN Concrete Apron Concrete Removals 30-IN Curb and Gutter 5-IN Sidewalk 7-IN Sidewalk Detectable Warning Field SVP a 0-50 SPV b SPV c SPV d 400+ SPV a - SPV b - SPV c - SPV Department of Administration NO BID $4.00 $ $ $67.50 $59.50 $ $1, $ $1, BID SUMMARY Purchasing Division DATE: 4/10/2018 BID# BID NAME: HMA PAVEMENT Vendor Name: Wolf Paving Payne & Dolan Tri-County Paving $5.00 $ $ $80.00 $70.00 $ $1, $ $1, Curb Removals - $5 LF