3-24-25 Public Hearing — Documents

HOTEL STREET RECONSTRUCTIONFOR THEVILLAGE OF BROOKLYNBROOKLYN, WIJANUARY 2025 Strand Associates, Inc.910 West Wingra DriveMadison, WI 53715608-251-4843www.strand.comSHEETA S S O C I A T E S®1 CONTRACT 1-2024ISSUED FOR BID - 01/30/2025 PROJECT LOCATION MAPNO SCALEAREA MAPNO SCALE DRAWING LISTSHEET NO.SHEET TITLE1TITLE2GENERAL NOTES AND LEGEND3-4TYPICAL SECTION5-6CIVIL DETAILS7OVERVIEW PLAN8OVERVIEW - BUSINESS PARK PAVING9PROSPERITY PLACE EXTENSION PLAN AND PROFILE10PROSPERITY PLACE EXTENSION CROSS SECTIONS11UTILITY ABANDONMENT PLAN12INTERSECTION DETAILS13PAVEMENT MARKING AND SIGNAGE PLAN14HOTEL STREET PLAN AND PROFILE15PARKING LOT PLAN AND PROFILE16STORM SEWER PLAN AND PROFILE17-20HOTEL STREET CROSS SECTIONS21-24PARKING LOT CROSS SECTIONS25EROSION CONTROL PLAN26RESTORATION PLAN27EROSION CONTROL DETAILS28STORMWATER SWALE PLAN AND DETAILSPROJECT LOCATION CHURCH STREET (STH 92)HOTEL STREET PROSPERITY PLACE RUTLAND AVENUE BUSINESS PARKPAVING AREAHOTEL STREETRECONSTRUCTION HERITAGE DRIVEPROSPERITY PLACEEXTENSION GENERAL NOTES AND LEGEND 2 WSTTEFOXX SANGPLEXISTING RIGHT OF WAYEXISTING PROPERTY LINEEXISTING GAS LINEEXISTING SANITARY SEWEREXISTING WATER MAINEXISTING STORM SEWEREXISTING TELEPHONE LINEEXISTING UNDERGROUND ELECTRIC LINEEXISTING OVERHEAD ELECTRIC LINEEXISTING FIBER OPTIC LINEEXISTING FENCECONTROL POINTEXISTING BENCHMARKSOIL BORINGEXISTING DECIDUOUS/CONIFEROUS TREEEXISTING TREE STUMPEXISTING MANHOLEEXISTING INLETEXISTING CATCH BASINEXISTING POWER POLEEXISTING LIGHT POLEEXISTING SIGNEXISTING GAS VALVEEXISTING WATER VALVEEXISTING WATER MANHOLEEXISTING FIRE HYDRANT LEGEND WVWM PROPOSED GAS LINEPROPOSED SANITARY SEWERPROPOSED WATER MAINPROPOSED WATER MAIN W/ CASINGPROPOSED STORM SEWERPROPOSED TELEPHONE LINEPROPOSED UNDERGROUND ELECTRIC LINEPROPOSED SILT FENCEPROPOSED INLET PROTECTIONPROPOSED END CAPPROPOSED WATER VALVEPROPOSED FIRE HYDRANTPROPOSED SANITARY SEWER MANHOLEPROPOSED STORM SEWER MANHOLEPROPOSED INLET WSTTESANGW GV SST EXISTING PROPOSED OH XX IP A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: JPS1605.048GREEN COUNTY, WISCONSINVILLAGE OF BROOKLYNHOTEL STREET RECONSTRUCTION GENERAL NOTESTHE LOCATION OF THE EXISTING UTILITIES AS SHOWN ON THE DRAWINGS AREAPPROXIMATE ONLY. CALL DIGGERS HOTLINE TO FIELD VERIFY.ALL CURB RADII ARE TO BACK TO CURBALL CURB AND GUTTER GRADES ARE TO BACK OF CURB.NO TREES OR SHRUBS ARE TO BE REMOVED UNLESS SUCH TREES OR SHRUBSHAVE FIRST BEEN INDICATED FOR REMOVAL IN THE DRAWINGS OR APPROVED BYOWNER.CURB GRATE ELEVATIONS SHOWN ARE TO THE BACK OF CURB OF THE CASTING.THE LOCATIONS OF EXISTING AND PROPOSED UTILITY INSTALLATIONS AS SHOWNON THE DRAWINGS ARE APPROXIMATE. THERE MAY BE OTHER UTILITYINSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN, THECONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES ANDPROVIDING PROPER CLEARANCE FOR NEW UTILITIES. ANY DAMAGE TO EXISTINGUTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.ADJUSTMENTS TO THE TRAFFIC CONTROL PLANS AND REQUIREMENTS MAY BENECESSARY DUE TO CONSTRUCTION ACTIVITIES. ALL ADJUSTMENTS SHALL BEINCIDENTAL TO TRAFFIC CONTROL.STORM SEWER NOTESOFFSETS TO MANHOLES SHOWN ON THE STORM SEWER DETAILS ARE TO THECENTER OF THE STRUCTURE UNLESS OTHERWISE NOTED.OFFSETS TO INLETS SHOWN ON THE STORM SEWER DETAILS ARE TO THECENTER OF THE STRUCTURE AT THE BACK OF CURB UNLESS OTHERWISE NOTED.STORM SEWER PIPE SLOPES AND DISTANCES ARE CALCULATED FROM CENTEROF STRUCTURE (UPSTREAM) TO CENTER OF STRUCTURE (DOWNSTREAM).STORM SEWER PIPE LENGTH AS MEASURED FOR PAYMENT SHALL BE TAKENFROM STRUCTURE EDGE TO STRUCTURE EDGEINLET PROTECTION TO BE INSTALLED ON ALL NEW AND EXISTING INLETS. www.DiggersHotline.comHearing Impaired TDD (800) 542-2289Milwaukee Area (414) 259-1181Toll Free (800) 242-8511 PLAN ABBREVIATIONSBOCBACK OF CURBBOCRBACK OF CURB RAMP-OPENINGBOW BACK OF WALKELELEVATIONEOP EDGE OF PAVEMENTEOREND OF RADIUSFGFINISHED GRADEGBGRADE BREAKFOW FRONT OF WALKHPHIGH POINTIE INVERT ELEVATIONLPLOW POINTRAD RADIUSSTA STATIONSW SIDEWALKELECTRICALLIANT ENERGY2147 COUNTY HWY PBVERONA WI, 53593JOSH FREDRICH(608)-575-0481GASALLIANT ENERGY2147 COUNTY HWY PBVERONA WI, 53593JOSH FREDRICH(608)-575-0481CHARTER COMMUNICATIONSBRANDON STORM(608)-444-9493BRANDON.STORM@CHARTER.COMFRONTIER COMMUNICATIONSVILLAGE OF BROOKLYNLEIF SPILDE - DIRECTOR OF PUBLIC WORKS210 COMMERCIAL STREETPO BOX 189BROOKLYN WI, 53521608-455-1842PUBLICWORKS@BROOKLYNWI.GOV UTILITY CONTACTS HORIZONTAL CONTROL TABLE HOTEL STREET BM TABLEBM NO.DESCRIPTIONELEV.NORTHINGEASTING1HYDRANT TOP NUT. NW CORNER OF HOTEL STREETAND RUTLAND AVENUE.988.11402142.28825229.262HYDRANT TOP NUT. SE CORNER OF HOTEL ANDCOMMERCIAL STREET.988.94402073.49824898.98ADDITIONAL CP's AND BM's MAY BE ADDED PRIOR TO SITE GRADING AND CAN BE SHARED WITHCONTRACTOR. CP NO.DESCRIPTIONNORTHINGEASTING5CHISELED X402093.12825282.7210CHISELED X402135.470825052.5415CHISELED X402116.43824831.7420SPIKE402279.24825057.44 PROSPERITY PLACE BM TABLEBM NO.DESCRIPTIONELEV.NORTHINGEASTING3TOP NUT OF FIRE HYDRANT AT SE CORNER OFPROSPERITY PLACE AND STH 92972.90401783.2460827051.61904ALUMINUM MONUMENT S OF STH 92 BEHINDGUARDRAIL970.96401877.4820827295.6060 CP NO.NORTHINGEASTING200401988.582827595.325205402087.537828079.378210400562.108827012.649215400446.815828085.686HORIZONTAL CONTROL TABLE TYPICAL SECTIONS 3A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: JPS1605.048GREEN COUNTY, WISCONSINVILLAGE OF BROOKLYNHOTEL STREET RECONSTRUCTION 30"15'15'30"17.5'17.5'VARIESVARIESCONCRETE CURB AND GUTTER, 30-INASPHALTIC CONCRETE PAVEMENT(2.25-IN BINDER & 1.75-IN SURFACE)4' 30.5'30.5' 2% (TYP)GRASS SWALE.SEE SPECIFICATIONSFOR RESTORATION.ASPHALTIC CONCRETE PAVEMENT(2.25-IN BINDER & 1.75-IN SURFACE)TOPSOIL, FERTILIZER, SEED,AND HYDROMULCHVARIES3.5'5'1.5% (TYP)VARIES' ROWROW 12-IN OF 1 14 " DENSE GRADED BASE COARSE 4'5'1.5% (TYP)VARIES5-IN CONCRETE SIDEWALK(TYP.) 1.5% (TYP)5' 2% (TYP)VARIESROWROW VARIES 1'(TYP.) 3:1 (TYP.)VARIES 15.0'15.0'17.5'17.5'VARIES4'5'VARIES 5'VARIES30"30"DENSE-GRADED BASE(SEE SPECIFICATIONS) 5-IN CONCRETE TERRACE (TYP.) CONCRETE CURB AND GUTTER, 30-INASPHALTIC CONCRETE PAVEMENT(2.25-IN BINDER & 1.75-IN SURFACE) 1.5% (TYP) 1.5% (TYP) VARIES VARIES 5-IN CONCRETE SIDEWALKOVER 4-IN COMPACTEDAGGREGATE BASE COARSE. TOPSOIL, FERTILIZER, SEED,AND HYDROMULCH VARIES VARIES 1.5%(TYP) 1.5%(TYP)12-IN OF 1 14 " DENSE GRADED BASE COARSE4-IN OF 34 " DENSE GRADEDBASE COARSE FOR 5-INCONCRETE AREAS5-IN CONCRETE SIDEWALKFOR BUILDING FRONTAGE(TYP.)6-IN OF 34 " DENSE GRADEDBASE COARSE FOR 7-INCONCRETE AREAS7-IN CONCRETE ATDRIVEWAYS FOR APRONS,SIDEWALKS, AND DRIVEWAYS 5-IN CONCRETE SIDEWALK(TYP.)4-IN OF 34 " DENSE GRADEDBASE COARSE FOR 5-INCONCRETE AREAS6-IN OF 34 " DENSE GRADEDBASE COARSE FOR 7-INCONCRETE AREAS7-IN CONCRETE ATDRIVEWAYS FOR APRONS,SIDEWALKS, AND DRIVEWAYS VARIES 2% (TYP)PROPOSED TYPICAL SECTION - PARKING LOT PROPOSED TYPICAL SECTION - HOTEL STREET STA. START TO 12+25 PROPOSED TYPICAL SECTION - HOTEL STREET STA. 12+25 TO END2% (TYP) 16.5'80.0'18.5'2.5' 16.5'13.5'2.5'42.5' 37.5' 16.5'80.0'14.0'2.5' 19.0'2.5'42.5'37.5'16.5' 16.5'80.0'2.5' 16.5'2.5'42.5' 37.5' TYPICAL SECTIONS 4 R/W R/W EXISTING 30-IN CONCRETECURB AND GUTTER1.75-IN ASPHALTIC SURFACE COARSEPROPOSED TYPICAL SECTION - PROSPERITY PLACE SURFACE PAVING 2% (TYP.) 2% (TYP.) 4% (TYP.) 4% (TYP.) 4:1 (MIN.) 4:1 (MIN.) R/W R/W EXISTING 30-IN CONCRETECURB AND GUTTER1.75-IN ASPHALTIC SURFACE COARSEPROPOSED TYPICAL SECTION - HERITAGE DRIVE SURFACE PAVING℄ ℄2% (TYP.) 4% (TYP.)4:1 (MIN.) 2% (TYP.) 4% (TYP.) 4:1 (MIN.) 4:1 (MAX.) 4:1 (MAX.) 4:1 (MAX.) 4:1 (MAX.) A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: JPS1605.048GREEN COUNTY, WISCONSINVILLAGE OF BROOKLYNHOTEL STREET RECONSTRUCTIONR/W R/W PROPOSED TYPICAL SECTION - PROSPERITY PLACE EXTENSION℄2% (TYP.) VARIES (TYP.) 2% (TYP.) VARIES(TYP.)30-IN CONCRETECURB AND GUTTER5-INCHES ASPHALTIC BASE COURSE(2 14" SURFACE LAYER, 2 34" BINDER LAYER)12-INCHES DENSE GRADED BASE COURSE(4" - 1-14 INCH UPPER LAYER AND8" - 3-INCH LOWER LAYER)30-IN CONCRETECURB AND GUTTER6-INCHES TOPSOIL, SEED, MULCH,AND FERTILIZER (TYP.) 1.6%0.7% 985.62985.33 985.50985.24 0.5' CIVIL DETAILS 5A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: JPS1605.048GREEN COUNTY, WISCONSINVILLAGE OF BROOKLYNHOTEL STREET RECONSTRUCTION 0.5' CONCRETE DUMPSTER PAD 14.0' 16.5' 0.5' 30-IN CURB AND GUTTER #4 REBAR ON 12" CENTERS WITHMIN 2 12" CLEAR SPACE (TYP.) MATCH EXISTING CURBAND GUTTER (TYP.)PROTECT EXISTING CURBAND GUTTER (TYP.) 6-IN OF 1 14 " DENSE GRADEDBASE COARSE XXXXXXXXXXXXXXXXXXXSWING GATE LOCATIONFOR DUMPSTER ACCESS(GATE SHALL SWING TO THE NORTH) 8-IN CONCRETE PAVEMENT OVER 6-INOF 1 14 " DENSE GRADED BASE COARSEFENCE POST SPACING SHALLADHERE TO MANUFACTURERPRODUCT SPECIFICATIONS FENCE POST TO BEINSTALLED PER DETAIL TIE BAR TO CURB ANDGUTTER (TYP. OF 3) FENCE POST SIZE AND SPACINGPER SPECIFICATIONS8-IN CONCRETE PAVEMENT 2 LAYERS OF 15 LB. BUILDING PAPERCONCRETE SEE SPECIFICATIONS FORCURB HEAD OPENING INSERTTRENCH DRAIN(SEE SPECIFICATIONS)CONNECT TOEXISTING DOWNSPOUT DOWNSPOUT 1.5% PROPOSED CURBAND GUTTER NSEE SPECIFICATIONSFOR DUMPSTER FENCEMAKE AND TYPE. STA: 10+62.03OFF: 26.25'RSTA: 10+85.00OFF: 26.50'RSTA: 10+62.03OFF: 28.25'RSTA: 10+56.36OFF: 26.25'RSTA: 10+57.42OFF: 28.25'RSTA: 10+52.80OFF: 31.48'RSTA: 10+55.01OFF: 31.78'R STA: 10+57.81OFF: 39.25'RSTA: 10+55.67OFF: 39.97'R STA: 10+62.03OFF: 26.50'R CIVIL DETAILS 6A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: JPS1605.048GREEN COUNTY, WISCONSINVILLAGE OF BROOKLYNHOTEL STREET RECONSTRUCTION N 23' 2.2' 2.25'2.2' 2.0'SEE SPECIFICATIONS FORRAILING MAKE AND TYPE.PEDESTRIAN RAMP IMPROVEMENTSTO BE PROVIDED BY OTHERS.ALUMINUM RAILINGALUMINUM RAILING ALUMINUM RAILING WVWV WSO WV WSO WSO X XX X WWWSANSANSANSANSAN SANSAN SAN SAN SANS S WWWW W SANS SS12"12" 12"12"12"8"12"8" 8"4"8"8" 8"4" W WWW 6"6"6" 6"10"10" WW WW WWWWW8" WVWV WWWWW XXX XXXXXX X 10+00 11+00 12+00 13+00 14+00 14+50 0+001+002+00 3+003+08 POSTPOST POSTPOST 10+00 11+00 12+00 13+00 14+00 14+50 OVERVIEW PLAN 7 0102040N A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: JPS1605.048GREEN COUNTY, WISCONSINVILLAGE OF BROOKLYNHOTEL STREET RECONSTRUCTION CONTRACTOR SHALL PROVIDELANE CLOSURES AND FLAGGINGDURING UTILITY WORK OCCURRINGON COMMERCIAL STREET CONTRACTOR SHALL PROVIDE DETOURPLAN FOR RUTLAND AVENUE CLOSUREDURING UTILITY WORK, PLAN SHALL BESUBMITTED TO THE OWNER FOR REVIEW BM2 BM1 CP15CP5 CP10 HOTEL STREET COMMERCIAL STREET RUTLAND AVENUE COMMERCIAL STREET PEDESTRIANRAMPS TO BE CONSTRUCTED BY OTHERSAFTER PROJECT COMPLETION HOTEL STREET ALIGNMENT ACCESS TO BUSINESSESAND RESIDENCES TO BEMAINTAINED DURING CONSTRUCTION VINTAGE BIRCH BARN LLC202 COMMERCIAL STREET GARTTZKE, MAXWELL104 HOTEL STREETD-N-L-1 LLCDOUGLAS, PAUL110 HOTEL STREETANCHORCLUB II LLC112 HOTELSTREETGOBLE, BRENDAAND MATTHEW114 HOTELSTREETWALKERPROPERTIES LLC103 N RUTLANDAVE SIETLER, ANJELA AND FRANKLIN105 HOTEL STREETKOZ MANAGEMENT LLC100 HOTEL STREET MAHON,LORI102 HOTELSTREET PARKING LOT ALIGNMENT SEE CONCRETE VALLEY GUTTERFOR CONSTRUCTION DETAILS FENCED-IN CONCRETE DUMPSTER PADSEE SPECIFICATIONS FORINFORMATION ON EXISTINGUTILITY ABANDONMENTEXISTING SHED AND BANKOVERHANG HAVE BEENREMOVED BY OTHERSSTORM WATER DETENTIONSWALE AND OVERFLOW STRUCTURESEE SHEET FOR 11 FOR ABANDONMENT OF EXISTING WATER MAIN AND SANITARY SEWER EXISTING SITECONTOURS (TYP.) SEE SPECIFICATIONS FOR8-FT TALL PRIVACY FENCE WHERE APPLICABLE,CONCRETE SHALL BEREPLACED TO BUILDING FACE DURING CONSTRUCTION WORK FORTHE NEW WATER MAIN, REMOVEEXISTING CONCRETE PAVEMENT ANDREPLACE WITH ASPHALTIC PAVEMENT TREE REMOVAL (TYP. OF 3) TRENCH DRAINS (TYP. OF 3)COMMERCIAL STREET PEDESTRIANRAMPS TO BE CONSTRUCTED BY OTHERS BROOKLYN VILLAGE HALL210 COMMERCIAL STREET UNITED STATESPOSTAL SERVICE218 COMMERCIAL DRIVE o o o o o o o o o o o SS S S ooo o o o o o o o o o o S ST ST ST o o o o o o o o o o o o o o o oo o ooo oo oo OVERVIEW - BUSINESS PARK PAVING 8 0204080N A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: JPS1605.048GREEN COUNTY, WISCONSINVILLAGE OF BROOKLYNHOTEL STREET RECONSTRUCTION PROSPERITY PLACE HERITAGE DRIVEREMOVE EXISTING WEDGES AROUND MANHOLES (TYP.) O & A MANUFACTURING121 PROSPERITY PLACE. S 1.75-IN ASPHALT SURFACE COARSE BUTT JOINT SHALL BE PROVIDED AT CONNECTIONWITH EXISTING SURFACE COARSE REMOVE EXISTING WEDGES ATDRIVEWAY ENTRANCES (TYP. OF 2) ADJUST EXISTING VALVE BOXES (TYP.)SOME VALVE BOXES MAY REQUIREASPHALT BINDER SAWCUTTING ANDPATCHING TO TURN UP PROSPERITY PLACE EXTENSIONSEE SHEET 9 945950955960965970975980985990 945950955960965970975980985990 2.43% -0.45% STA: 52+50.00EL. 972.31STA: 52+75.00EL. 972.92 STA: 53+88.60EL. 972.41 971.63 971.72 972.03 972.17 972.18 972.31 972.32 972.42 972.45 972.31 972.81 972.58 50+0051+0052+0053+0054+00 WWWWWWWWWW o SANSTSTSTWWWS FMo o SANSANSANSANSANSANSAN S oWW SANSANo o o o o o o o o oo o o o o o o o SWWWWWWWWW WSANWWW SAN oooo 50+0051+0052+0053+0054+0054+49 A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: JPS1605.048GREEN COUNTY, WISCONSINVILLAGE OF BROOKLYNHOTEL STREET RECONSTRUCTION N SILT FENCE (TYP.) PLAN AND PROFILEPROSPERITY PLACE EXTENSION 9 0102040 TOP OF EXISTING10" WATER MAIN APPROXIMATE EXISTINGCENTERLINE ELEVATIONPROPOSED CENTERLINEELEVATION FLOW LINE OF EXISTINGSANITARY SEWER PROSPERITY PLACE HERITAGE DRIVE 10"10" CONTRACTOR SHALL RESTORE ALLDISTURBED AREA WITH NO 40WISDOT SEED MIX,AREAS DISTURBED OUTSIDE OFPROJECT LIMITS WILL BE RESTOREDAT CONTRACTOR'S EXPENSE CONTRACTOR TOPROTECT EXISTINGVALVES (TYP.) 30-IN CURB ANDGUTTER (TYP.) TURF RESTORATION 33' CONTRACTOR SHALLPROVIDE AND INSTALLPERMANENT TYPE 3BARRICADES W/ ROADCLOSED SIGNAGE BEGINNING OFPROSPERITYPLACE EXTENSIONIPIP INLET PROTECTION (TYP.) CONTRACTOR TO PROVIDE INLETPROTECTION AT DOWNSTREAM INLETS 52+75970972974976 970972974976 010203040500-10-20-30-40 53+00970972974976 970972974976 010203040500-10-20-30-40 53+25970972974976978 970972974976978 010203040500-10-20-30-40 53+50970972974976978 970972974976978 010203040500-10-20-30-40 53+89970972974976978980 970972974976978980 010203040500-10-20-30-40 0.0, 972.92 -16.5, 972.59-19.0, 973.01 16.5, 972.5919.0, 973.012.00%2.00%0.0, 972.81 -16.5, 972.48-19.0, 972.90 16.5, 972.4819.0, 972.902.00%2.00%0.0, 972.70 -16.5, 972.37-19.0, 972.79 16.5, 972.3719.0, 972.792.00%2.00%0.0, 972.58 -16.5, 972.25-19.0, 972.67 16.5, 972.2519.0, 972.672.00%2.00%0.0, 972.41 -16.5, 972.08-19.0, 972.50 16.5, 972.0819.0, 972.502.00%2.00% -40.00, 973.00 40.00, 971.93 -40.00, 972.91 40.00, 972.04 -40.00, 972.85 39.99, 972.09 -40.00, 972.79 40.00, 972.08 -40.00, 972.75 40.00, 972.074.5% 0.5% 1.3% 0.5% 3.9% 0.3%0.3% 3.3% 1.1% 3.0% 2.4% 2.7% PROSPERITY PLACE EXTENSION CROSS SECTIONS 10A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: JPS1605.048GREEN COUNTY, WISCONSINVILLAGE OF BROOKLYNHOTEL STREET RECONSTRUCTION5 FT2 FT XXX XXXX XXX WWW SANSANSANSANSAN SAN SAN SAN SAN SAN SAN SAN SAN S SAN SAN S SS6" WWWWW WWWWWWWWWWWWW 8" WWWWWWWW WWW WW UTILITY ABANDONMENT PLAN 11 051020NA S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: JPS1605.048GREEN COUNTY, WISCONSINVILLAGE OF BROOKLYNHOTEL STREET RECONSTRUCTION HOTEL STREET RUTLAND AVENUE ABANDON 130 LF OFSANITARY SEWER ABANDON 180 LF OFSANITARY SEWERABANDON 175 LF OFWATER MAIN ABANDON 114 LF OFSANITARY SEWER NOTE:ABANDONED SANITARY AND WATER MAIN SHOULD BE SLURRY-FILLEDAND CAPPED IN-PLACE. SEE SPECIFICATIONS FOR DETAILS. CONTRACTOR SHALL CUT OFF AND CAPEXISTING WATER MAINCONTRACTOR SHALL NOT CUT INTO THECURB AND GUTTER OR ROADWAY TOCOMPLETE THIS ABANDONMENT.CONTRACTOR MAY REMOVE AND REPLACESIDEWALK AS NEEDED TO MAKEABANDONMENTPROTECT EXISTING FENCE REMOVE TOP SECTION OF EXISTING SANITARY MANHOLE,FILL MANHOLE WITH CLEAR-STONE AND ABANDON IN PLACE REMOVE TOP SECTION OF EXISTING SANITARY MANHOLE,FILL MANHOLE WITH CLEAR-STONE AND ABANDON IN PLACEREMOVE EXISTING MANHOLE CONTRACTOR SHALL PLUG EXISTING SEWER MAINTO BE ABANDONED WITH A MINIMUM PLUG LENGTHOF 2-FT, CONTRACTOR SHALL ALSO FILL INEXISTING FLOWLINE IN MANHOLE WITH CONCRETE 105 HOTEL STREETFRANKLIN AND ANGELASEITLER 100 HOTEL STREETKOZ MANAGEMENT LLC VILLAGE HALL210 COMMERCIAL STREET ST12"10+00 11+00 10+00 11+00 BOC EL. 985.55 (MATCH)STA. 10+46.50/22.8'RT BOC EL. 986.16 (MATCH)STA. 10+47.94/11.8'LTSW EL. 986.71 (MATCH)STA. 10+48.10/21.2'LTSW EL. 986.89 (MATCH)STA. 10+48.16/27.5'LT STEP BOTTOM EL. 986.14STA. 10+55.68/40.0'RTSTEP BOTTOM EL. 986.67STA. 10+56.62/39.6'RT STEP BOTTOM EL. 986.10STA. 10+52.80/31.5'RTSTEP BOTTOM EL. 986.62STA. 10+53.91/31.6'RTSW EL. 987.72STA. 10+57.81/39.2'RTSW EL. 987.72STA. 10+61.07/34.7'RTSW EL. 987.74STA. 10+62.03/34.7'RT STEP BOTTOM EL. 986.62STA. 10+56.89/27.2'RT STEP BOTTOM EL. 986.12STA. 10+62.03/26.2'RTSTEP BOTTOM EL. 986.64STA. 10+62.03/27.2'RT SW EL. 986.02STA. 10+62.03/21.3'RTBOC/EOR EL. 986.38STA. 10+61.15/17.5'RTSW EL. 986.39STA. 10+62.06/17.5'RT SW EL. 986.85STA. 10+75.00/27.8'LTSW EL. 986.76STA. 10+75.00/21.2'LT SW EL. 986.67STA. 10+75.00/21.3'RTSTEP BOTTOM EL. 987.65STA. 10+75.00/26.2'RT BOC/EOR EL. 986.51STA. 10+63.50/14.5'LTBOC/EOR EL. 986.53STA. 10+78.89/17.5'LT STEP BOTTOM EL. 986.10STA. 10+56.36/26.2'RT SW EL. 987.12STA. 10+55.02/31.8'RT SW EL. 987.12STA. 10+57.42/28.2'RT SW EL. 987.12STA. 10+62.03/28.2'RTSW EL. 987.16STA. 10+57.57/39.3'RT IP POSTIP IPIP XXX X 14+00 14+50 14+00 14+50 BOC EL. 984.55 (MATCH)STA. 13+78.84/32.5'LT BOC/EOR EL. 987.04STA. 13+63.22/17.5'RT SW EL. 987.08STA. 13+65.99/23.6'RTSW EL. 987.46STA. 13+59.00/26.3'RTSW EL. 987.07STA. 13+69.32/27.3'RTSW EL. 987.51STA. 13+65.91/33.2'RT SW EL. 987.39STA. 13+59.06/21.3'RT SW EL. 987.43STA. 13+70.91/33.2'RT SW EL. 985.00STA. 13+68.46/18.2'LTSW EL. 984.92STA. 13+73.16/20.6'LT SW EL. 985.15STA. 13+63.76/22.5'LTSW EL. 985.04STA. 13+66.89/26.4'LT SW EL. 985.84STA. 13+50.00/22.5'LTSW EL. 986.12STA. 13+50.01/17.5'LT SW EL. 987.75STA. 13+50.00/21.3'RTSW EL. 987.82STA. 13+50.00/26.2'RTSW EL. 987.13STA. 13+64.13/28.6'RT EL. 986.16STA. 13+79.85/0.0'RT EL. 986.55STA. 13+79.67/19.5'RT EL. 984.67STA. 13+80.06/23.1'LT SW EL. 986.60STA. 13+70.46/19.5'RTSW EL. 986.59STA. 13+74.34/22.7'RTBOC EL. 987.11STA. 13+50.00/17.5'RTEL. 986.88STA. 13+84.49/19.7'RT SW EL. 988.20STA. 13+70.97/46.2'RTSW EL. 988.28STA. 13+65.97/46.2'RT SW EL. 985.63STA. 13+58.11/17.5'LT SW EL. 985.76STA. 13+52.68/22.5'LTSW EL. 985.02STA. 13+76.52/24.3'LTSW EL. 985.06STA. 13+70.91/29.5'LTSW EL. 985.13STA. 13+66.91/29.5'LTSW EL. 984.82 (MATCH)STA. 13+70.93/33.5'LTSW EL. 984.95 (MATCH)STA. 13+66.93/33.5'LT BOC EL. 987.42 (MATCH)STA. 13+77.83/32.6'RT INTERSECTION DETAILS 12 051020 HOTEL STREET N A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: JPS1605.048GREEN COUNTY, WISCONSINVILLAGE OF BROOKLYNHOTEL STREET RECONSTRUCTIONHOTEL STREET COMMERCIAL STREET RUTLAND AVENUEEXISTING CURB RAMPS AND CROSSWALK ATCOMMERCIAL STREET/STH 92 TO BE IMPROVEDBY OTHERS AFTER ROADWAY CONSTRUCTION SEE VALLEY GUTTERCONSTRUCTION DETAIL STEP TOP EL. 986.64STEP TOP EL. 987.17 STEP TOP EL. 986.60STEP TOP EL. 987.12 STEP TOP EL. 986.60STEP TOP EL. 987.12 STEP TOP EL. 986.62STEP TOP EL. 987.14 EXISTING CURB RAMPS AND CROSSWALK ATCOMMERCIAL STREET/STH 92 TO BE IMPROVEDBY OTHERS AFTER ROADWAY CONSTRUCTION1.3% STEP TOP EL. 987.775.0%1.5%0.2% 0.5%3.8%2.0%8%1.5%4.0%5.9% FIELD MEASURE ADDITIONAL10-FT OF EXISTING SIDEWALK.REPLACE ADDITIONAL SECTIONSTO REDUCE SLOPE FROM 5.9%TO UNDER 5%.6.2%2.8%7% 5.4%MAXTAPER CURB HEADTO RAMP OPENING4" PEDESTRIAN CURBAS NEEDED 2% STEP TOP EL. 987.71STEP TOP EL. 987.66 STEP TOP EL. 987.66 STEP TOP EL. 987.66 ONLY HOTEL STREET COMMERCIAL STREET RUTLAND AVENUE 10+00 11+00 12+00 13+00 14+00 14+50 10+00 11+00 12+00 13+00 14+00 14+50 PAVEMENT MARKING AND SIGNAGE PLAN 13 0102040N A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: JPS1605.048GREEN COUNTY, WISCONSINVILLAGE OF BROOKLYNHOTEL STREET RECONSTRUCTION 6.0' 20.0'8.0' 18.0'9.5'8.5' 9REMOVE EXISTING ENTRANCE SIGNSALVAGE TO OWNER13 REMOVE EXISTING BANNER POST PROVIDE SPOT REPLACEMENTS TO PARKING STALLPAINT REMOVED AS PART OF UTILITY TRENCH (1) 12 PROTECT VILLAGE PAYMENT BOX PAVEMENT MARKINGS1PAVEMENT MARKING LATEX 4-INCH (WHITE)2PAVEMENT MARKING LATEX 6-INCH (WHITE)3PAVEMENT MARKING LATEX 8-INCH (WHITE)4WHITE ARROW AND LETTERING PAVEMENT MARKINGLATEX (WHITE)5WHITE 60° ANGLE MARKING 4-INCH (WHITE)6HANDICAP PAVEMENT PARKING LATEX (WHITE)7HANDICAP PARKING SIGN8INSTALL NEW STOP SIGN9REMOVE AND REINSTALL EXISTING STOP SIGN10DO NOT ENTER SIGN11PAVEMENT MARKING LATEX STOP LINE 18-INCH (WHITE)12REMOVE EXISTING STOP SIGN13REMOVE AND REINSTALL EXISTING STREET SIGN14INSTALL NEW ONE-WAY SIGNS1 (TYP.)5 2 111 (TYP.) REPLACE PAVEMENTMARKINGS IMPACTED BYWATER MAIN CONNECTION (2) 6.0' 8 9 7 (TYP. OF TWO)5 10 4 6 4 1014 14 960965970975980985990995100010051010 960965970975980985990995100010051010 985.28 985.99 986.83 986.99 987.00 986.93 986.82 986.70 986.01 986.00 986.47 986.72 986.97 986.98 986.75 986.52 10+0011+0012+0013+0014+0014+50 -0.47% 1.00% 0.50% STA: 10+48.14EL. 985.98STA: 10+94.95EL. 986.45 STA: 12+25.00EL. 987.10 STA: 13+81.08EL. 986.37 -0.47% 1.00% 0.50% STA: 10+48.14EL. 985.98STA: 10+94.95EL. 986.45 STA: 12+25.00EL. 987.10 STA: 13+81.08EL. 986.37 SAN MH 2RIM 986.67 IE 8" 973.54 (N)IE 8" 973.44 (E) 216 LF 8" PVC @ 2.00%IE 8" 969.12 (W)IE 12" 969.12 (N)IE 12" 969.02 (S)EXISTING GROUND ELEVATIONPROPOSED GROUND ELEVATION EX. SAN MH-1RIM 984.80345 LF 8" DI WATER MAIN WVPOST WV POSTPOSTGV POST WSOWSO X OHOHOHX OHOHOH OHOH OHOHOH WWWSANSANSANSANS S WWWWW SANS 12"12" 8"4" 12" W W 6"6"6" 6"10"10" W WWV WV W 10+0011+0012+0013+0014+0014+50 WWWWWWWW 5.5'8.0' WWWWWWWW SANSANSANSANSAN WW 8" 8"8"8"8"8"4"4"SAN4"XXX W W STS S S 10+0011+0012+0013+0014+0014+50 0+00WWWWWWWW STSTSTST A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: JPS1605.048GREEN COUNTY, WISCONSINVILLAGE OF BROOKLYNHOTEL STREET RECONSTRUCTION NHOTEL STREET PLAN AND PROFILE 14 0102040 6.5'MAINTAIN A MINIMUM COVEROF 6.5-FT OVER WATER MAIN CONC. CONC.8" RUTLAND AVENUE HOTEL STREET COMMERCIAL STREETCONCRETE VALLEY GUTTERSEE CONSTRUCTION DETAIL FORADDITIONAL INFORMATIONSTA. 13+83.49/5.5 LTCONNECT TO EXISTING WATER MAINWITH APPROPRIATE FITTINGS6-IN X 6-IN TEE6-IN VALVE NORTH8-IN REDUCER WEST8-IN VALVE WESTSTA. 10+44.57/8.9' RTCONNECT TO EXISTING WATERMAIN WITH APPROPRIATE FITTINGS8-IN REDUCER WEST8-IN VALVE WESTEX SAN MH-1 (4' DIA.)STA. 14+10.04/13.4' LTCORE AND CONNECT TOEXISTING SANITARY MANHOLE MAINTAIN 8 FEET OF SEPARATION BETWEENPROPOSED WATER AND SANITARY SEWERSEE INTERSECTION DETAILSHEET FOR CURB RAMP ANDCURB TIE-IN DETAILS SEE INTERSECTION DETAILSHEET FOR CURB RAMP AND CURBTIE-IN DETAILSEXISTING 10-IN WATER MAIN CONNECT TO EXISTING WATER MAINWITH APPROPRIATE FITTINGS SAWCUT AND REPLACECONCRETE STOOP PROTECTEXISTING STAIRSPROTECT EXISTINGSTREET LIGHT (TYP.) STA. 10+97.90/5.5' LT45° BEND STA.10+57.37/8.9' RT45° BEND MATCH EXISTINGSIDEWALK (TYP.) STA. 11+28.23/5.5'LT1-IN COPPER SERVICE SAN MH-2 (4' DIA.)STA. 11+94.28/13.5' LT MATCH EXISTINGCURB AND GUTTER (TYP.) SEE PARKING LOT PLAN AND PROFILEDRAWING FOR PARKING LOT SANITARYSEWER MAIN PROTECT EXISTINGSIDEWALK (TYP.)PROTECT EXISTINGCURB AND GUTTER (TYP.)SEE STORM SEWERPLAN AND PROFILESHEET FOR INFORMATION CONNECT TO EXISTING WATER MAINWITH APPROPRIATE FITTINGS STA.10+44.56/40.7' RTSALVAGE AND REINSTALLEXISTING HYDRANT ANDAUXILIARY VALVEBURY LINE ELEV. - 985.41 LIMIT CONCRETE REMOVALSTO AREAS BEHIND THE CURBAND GUTTER AND RESTORE THEAREA WITH COLD PATCHASPHALT IN INTERIM BETWEENUTILITY WORK AND WISDOTSTH 92 PEDESTRIAN RAMPIMPROVEMENT WORKCONCRETE LANDING ANDSTEPS REPLACEMENT STA. 12+16.16/5.5'LT1-IN COPPER SERVICE CONNECT TO EXISTINGWATER SERVICE WITHAPPROPRIATE FITTINGSCONNECT TO EXISTINGWATER SERVICE WITHAPPROPRIATE FITTINGS30-IN CURB ANDGUTTER (TYP.) 5-IN CONCRETESIDEWALK (TYP.)5-IN CONCRETESIDEWALK ADJACENTTO BUILDING (TYP.)7-IN CONCRETE THROUGHDRIVEWAYS, APRONS, ANDSIDEWALKS ACROSSDRIVEWAYS (TYP.) PROPOSED CENTERLINEELEVATION (TYP.)APPROXIMATE EXISTINGCENTERLINE ELEVATION (TYP.) PROTECT EXISTINGSTREET LIGHTTRENCH DRAIN (TYP. OF 3).SEE CONSTRUCTION DETAILREMOVE AND REPLACE EXISTINGPAVERS AS NEEDED (TYP.)REMOVE EXISTING FENCEWHERE APPLICABLE (TYP.) REGRADE AREA BETWEEN BUILDINGS TOELIMINATE LOW SPOT BEHIND SIDEWALK5-IN CONCRETEPAVED TERRACE 9659709759809859909951000 9659709759809859909951000 60 LF 8" PVC @ 1.00%SAN MH 2RIM 986.67IE 8" 973.54 (N)IE 8" 973.44 (E) -1.80% -0.58% STA: 0+17.98EL. 986.82 STA: 1+80.01EL. 985.88 -1.80% -0.58% 986.41 986.50 987.40 986.64 985.81 984.74 983.81 986.63 986.34 986.05 985.52 984.62 983.71 0+001+002+003+00 IE 8" 974.24 (W)IE 4" 974.24 (E)IE 8" 974.14 (S)SAN MH 3RIM 985.97POSTPOSTGV XX OHOHOH SANSAN S W SAN SAN S S8"4"8"8" 8"4" 6"10" WW WV W WWWW WW WWWWSANSANWWSAN XXX XXXXXX X W W WWSO ST S S S 11+0012+00WWWW STSTSTST POSTPOST POSTPOST 3+08 0+00 1+00 2+003+00 S S S SAN MH 4 (4' DIA.)STA.0+65.40/30.32'LTINV 4" 975.59 (N)INV 8" 975.49 (E)INV 4" 977.40 (W)RIM = 987.15 SAN MH 2 (4' DIA.)STA.0+05.13/28.5'RT SAN MH 3 (4' DIA.)STA.0+65.32/28.5'RT BOC EL. 986.65STA. 0+28.11/30.5'RT BOC/MID RAD. EL. 987.09STA. 0+26.65/16.5'RT BOC EL. 987.89STA. 0+28.12/30.5'LT A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: JPS1605.048GREEN COUNTY, WISCONSINVILLAGE OF BROOKLYNHOTEL STREET RECONSTRUCTION N HOTEL STREET PARKING LOT PLAN AND PROFILE 15 0102040 COMMERCIAL STREET 8"8"8" 8" REMOVE EXISTINGTREE (TYP. OF 3)PROTECT EXISTING UTILITY POLE (TYP.) SEE DEMOLITION PLAN FOR SANITARY SEWERAND WATER MAIN ABANDONMENT SEE STORM PLAN ANDPROFILE SHEET FOR DETAILON GRADES AND TIE-IN ONCOMMERCIAL STREETWATER SERVICE LATERAL PROVIDEDOFF OF STH 92, CONTRACTOR SHALLVERIFY SERVICE SIZE AND CONNECT TOSERVICE WITH APPROPRIATE FITTINGS REMOVE EXISTINGSANITARY MANHOLE ULO LATERAL CONNECTIONSPRIOR TO SANITARY SEWERINSTALLATION AND CONNECT TOEXISTING LATERALS WITHAPPROPRIATE FITTINGS. REMOVE AND REPLACE SIDEWALK TO ALLOWFOR WATER SERVICE CONNECTIONS59 LF OF 8" PVC @ 1.00% 34 LF OF 8-IN PVC @ 6.25% 30-IN CURB AND GUTTER (TYP.) CONCRETE DUMPSTER PAD AND FENCE,SEE CONSTRUCTION DETAIL FORADDITIONAL INFORMATION R=7.5'EXTEND 1-IN WATER SERVICE FROMCONNECTION PAST EXISTING WATERSHUT OFF AND CONNECT TO EXISTINGWATER SERVICE WITH APPROPRIATEFITTINGS REMOVE AND REPLACE SIDEWALKTO ALLOW FOR WATER SERVICE CONNECTIONSWATER SERVICE LATERAL PROVIDEDOFF OF STH 92, CONTRACTOR SHALLVERIFY SERVICE SIZE AND CONNECTTO SERVICE WITH APPROPRIATEFITTINGS.EXTEND 1-IN WATER SERVICEFROM CONNECTION PAST EXISTINGWATER SHUT OFF AND CONNECTTO EXISTING WATER SERVICE WITHAPPROPRIATE FITTINGS. SEE SEPARATE SWALE CONSTRUCTIONDETAIL SHEET FOR INFORMATION ONSWALE DIMENSIONS AND ELEVATIONS 30-IN CURB AND GUTTER (TYP.) 30-IN CURB AND GUTTER (TYP.) EXISTING GROUNDOVER REFERENCE LINEPROPOSED GROUNDOVER REFERENCE LINE R=5'R=5'8-FT PRIVACY FENCE EXISTING GROUNDELEVATIONPROPOSED GROUNDELEVATION STREET LIGHT REMOVED AND RELOCATED BY OTHERSSW EL. 986.77STA. 0+18.01/15'LTHIGH POINTSW EL. 986.93STA. 0+17.95/15.0'RT BOC/MID RAD. EL. 987.33STA. 0+26.65/16.5' RT REPLACE SIDEWALK SECTION FROMPREVIOUS LIGHT POLE REMOVAL MATCH EXISTING BACKOF SIDEWALK ELEVATION REMOVE EXISTING SIGNPROTECT EXISTING POLE START OF ASPHALTPARKING LOT (TYP.) GENERAL NOTES:1.CONTRACTOR SHALL VERIFYTHAT STH 92 WATER SERVICESARE ACTIVE PRIOR TOCONNECTING OVER SERVICES 975980985990995 975980985990995 984.43 985.61 986.73 987.23 986.50 50+0051+0052+0052+40 173 LF 12" RCP @ 0.50% IE 12" 981.60 (W)IE 12" 980.63 (W)IE 12" 980.73 (E)INL 1RIM 985.75 INTAKE STRUCTURERIM 984.75 48 LF 12" RCP @ 0.50%EXISTING INLETRIM 983.93 980.45 980.80 981.05 981.30 IE 12" 980.39 (E) GV WSOWSO OHOHOH OHOH SANSAN S WWW SANSANS ST12"WWWW WWWWW WWW ST INL 1STA.50+53.46/0.0'RT 0.5% 6.7% 0.5%1.5% 50+00 51+00 52+00 52+27SANWW SANSAN SAN SAN XXXXXXX W W WW STST STS S STSTSTSTSTSTSTSTST SW EL. 986.93STA. 50+85.97/3.5'RT SW EL. 986.86STA. 50+86.58/1.5'LT SW EL. 987.34STA. 51+03.84/0.9'RT SW EL. 987.26STA. 51+02.55/3.9'LT SW EL. 987.25STA. 51+20.96/3.7'LTSW EL. 987.17STA. 51+19.67/8.5'LT SW EL. 986.58STA. 50+75.40/2.9'LTSW EL. 987.12STA. 51+30.96/9.3'LTSW EL. 987.20STA. 51+30.37/4.3'LT SW EL. 987.08STA. 51+52.94/1.6'LTSW EL. 986.45STA. 50+69.44/3.6'LTSW EL. 986.06 (MATCH)STA. 50+03.50/5.09'RT SW EL. 985.90 (MATCH)STA. 50+54.59/10.4'LT SW EL. 986.76 (MATCH)STA. 50+68.31/6.9'RT SW EL. 986.44 (MATCH)STA. 50+69.98/8.6'LT SW EL. 986.53STA. 50+68.91/1.3'RT987987 7.0%SW EL. 987.07STA. 51+40.97/8.1'LTSW EL. 987.05STA. 51+45.93/7.5'LTSW EL. 987.01STA. 51+53.54/6.6'LTSW EL. 986.93STA. 51+58.51/6.0'LT SW EL. 987.10STA. 51+56.98/6.7'RTEOP EL. 987.01STA. 51+60.90/0.7'LTSW EL. 987.05STA. 51+57.91/1.0'LTEOP EL. 986.89STA. 51+61.50/5.6'LTSW EL. 987.17STA. 51+52.02/6.1'RT 2.4% STORM SEWERPLAN AND PROFILE 16 051020N A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: JPS1605.048GREEN COUNTY, WISCONSINVILLAGE OF BROOKLYNHOTEL STREET RECONSTRUCTIONEXISTING SURFACE PROFILE APPROXIMATE EXISTING GROUNDELEVATION OVER REFERENCE LINE CONNECT TO EXISTING INLET ONCOMMERCIAL STREET COMMERCIAL STREETVINTAGE BIRCH BARN LLC202 COMMERCIAL STREET VILLAGE OF BROOKLYN PROVIDE INSULATION WHERE PROPOSEDSTORM CROSSES EXISTING WATER LIMIT SIZE OF ROADWAY PATCHAND MATCH EXISTING PAVEMENTSTRUCTURE (TYP.) PROPOSED STORM INVERT ELEVATION HIGH POINT RAMP UP TO EXISTINGLANDING. RAMP SHALLNOT EXCEED 5%ABANDON EXISTING SANITARY IN PLACESEE SHEET 7 FOR DETAILSMATCH EXISTING LANDING 36-IN INTAKE STRUCTURER-2561 CASTING WITH R-1733 GRATE8"8" 8"8"8"4" 12"12" 12" IE 12" 980.29 10+62984986988990992994 984986988990992994 010203040500-10-20-30-40 0.0, 986.12 15.0, 985.9717.5, 986.3921.5, 986.02 -11.0, 986.11-13.5, 986.53-21.5, 986.75-27.6, 986.821.0%9.2%1.5%1.5%0.1%3.4%1.5% 10+75984986988990992994 984986988990992994 010203040500-10-20-30-40 0.0, 986.25 15.0, 986.1717.5, 986.6021.5, 986.67 -14.6, 986.16-17.1, 986.58-21.5, 986.76-27.8, 986.850.5%1.9%1.5%0.6%4.2%1.5% 11+00984986988990992994 984986988990992994 010203040500-10-20-30-40 0.0, 986.47 15.0, 986.7017.5, 987.1221.5, 987.5726.5, 987.6534.5, 987.77 -15.0, 986.23-17.5, 986.65-21.5, 986.73-28.0, 986.821.5%11.4%1.5%1.5%1.6%1.9%1.5% 11+25984986988990992994 984986988990992994 010203040500-10-20-30-40 0.0, 986.60 15.0, 987.0517.5, 987.0521.5, 987.2426.5, 987.3235.0, 987.85 (T.C. 987.47) -15.0, 986.30-17.5, 986.72-21.5, 986.77-26.5, 986.84-36.2, 986.943.0%4.7%1.5%6.3%2.0%1.2%1.5%1.0% 26.50, 986.1227.50, 986.6728.50, 987.1329.50, 987.6726.50, 986.7626.50, 987.651.5%21.5, 986.02 34.7, 987.751.0%9.2%1.5%0.1%3.4% 0.0, 986.25 15.0, 986.1717.5, 986.6021.5, 986.67 34.5, 987.77 -14.6, 986.16-17.1, 986.58-21.5, 986.76-27.8, 986.850.5%1.9%1.5%0.6%4.2%1.5% HOTEL STREETCROSS SECTIONS 17A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: JPS1605.048GREEN COUNTY, WISCONSINVILLAGE OF BROOKLYNHOTEL STREET RECONSTRUCTION5 FT2 FT 11+50984986988990992994 984986988990992994 010203040500-10-20-30-40 0.0, 986.72 15.0, 987.1717.5, 987.5921.5, 987.8126.5, 987.8834.5, 988.00 -15.0, 986.42-17.5, 986.84-21.5, 986.75-26.5, 986.83-29.7, 986.503.0%5.4%1.5%1.5%2.0%2.3%1.5%10.0% 11+75984986988990992994 984986988990992994 010203040500-10-20-30-40 0.0, 986.85 15.0, 987.3017.5, 987.7221.5, 987.8126.5, 987.8834.5, 988.00 -15.0, 986.55-17.5, 986.55-21.5, 986.72-26.5, 986.79(T.C. 986.97)3.0%2.1%1.5%1.5%2.0%4.2%1.5% 12+00984986988990992994 984986988990992994 010203040500-10-20-30-40 0.0, 986.97 15.0, 987.4217.5, 987.8421.5, 987.8926.5, 987.9734.5, 988.09 -15.0, 986.67-17.5, 987.09-21.5, 987.10-26.5, 987.17-35.9, 986.233.0%1.4%1.5%1.5%2.0%0.2%1.5%10.0% 11+66982984986988990 982984986988990 010203040500-10-20-30-40 0.0, 986.80 15.0, 987.2517.5, 987.6721.5, 987.8126.5, 987.8834.5, 988.00 -15.0, 986.50-17.5, 986.50-21.5, 986.69-26.5, 986.77(T.C. 986.92)3.0%3.3%1.5%1.5%2.0%4.8%1.5% HOTEL STREETCROSS SECTIONS 18A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: JPS1605.048GREEN COUNTY, WISCONSINVILLAGE OF BROOKLYNHOTEL STREET RECONSTRUCTION5 FT2 FT SEE PARKING LOT PLAN AND PROFILEDRAWING FOR GRADE INFORMATION SEE PARKING LOT PLAN AND PROFILEDRAWING FOR GRADE INFORMATION 12+25984986988990992994 984986988990992994 010203040500-10-20-30-40 0.0, 987.10 -15.0, 986.80-17.5, 986.80(T.C. 987.22)-22.5, 986.88-32.0, 986.54 15.0, 987.5517.5, 987.9721.5, 988.2126.5, 988.2932.6, 988.382.0%1.5%3.5% 3.0%6.1%1.5%1.5% 12+50984986988990992994 984986988990992994 010203040500-10-20-30-40 0.0, 986.98 -15.0, 986.46-17.5, 986.88-22.5, 986.95-26.8, 986.52 15.0, 987.4317.5, 987.8521.5, 988.2126.5, 988.2932.5, 988.383.5%1.5%10.0%3.0%9.1%1.5%1.5% 12+75984986988990992994 984986988990992994 010203040500-10-20-30-40 0.0, 986.87 -15.0, 986.11-17.5, 986.53-22.5, 986.61-27.9, 986.46 15.0, 987.3217.5, 987.32(T.C. 987.74)21.5, 987.8426.5, 987.9132.5, 988.005.0%1.5%2.8%3.0%13.0%1.5%1.5% 13+00984986988990992994 984986988990992994 010203040500-10-20-30-40 0.0, 986.75 -15.0, 986.00-17.5, 986.42-22.5, 986.50-27.8, 986.28 15.0, 987.2017.5, 987.6221.5, 988.0226.5, 988.0927.1, 988.045.0%1.5%4.0%3.0%10.0%1.5%10.0% HOTEL STREETCROSS SECTIONS 19A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: JPS1605.048GREEN COUNTY, WISCONSINVILLAGE OF BROOKLYNHOTEL STREET RECONSTRUCTION5 FT2 FT 13+25984986988990992994 984986988990992994 010203040500-10-20-30-40 0.0, 986.63 -15.0, 985.88-17.5, 986.30-22.5, 986.38-25.4, 986.27 15.0, 987.0817.5, 987.5021.5, 987.8726.5, 987.9532.9, 988.585.0%1.5%3.7%3.0%9.3%1.5%10.0% 13+50984986988990992994 984986988990992994 010203040500-10-20-30-40 0.0, 986.52 -15.0, 985.69-17.5, 986.12-22.5, 986.19-29.4, 985.95 15.0, 986.9717.5, 987.3921.5, 987.7526.5, 987.8234.8, 988.655.5%1.5%3.5%3.0%8.9%1.5%10.0% 13+60984986988990992994 984986988990992994 010203040500-10-20-30-40 -15.0, 985.57 0.0, 986.47 -22.5, 986.21-17.5, 985.99 15.0, 986.9221.5, 987.4026.5, 987.4817.5, 987.34 -26.0, 985.86 34.0, 988.296.0%4.3%3.0%1.5%10.0% 3.0%10.0% 13+40984986988990 984986988990 010203040500-10-20-30-40 0.0, 986.56 -15.0, 985.77-17.5, 986.19-22.5, 986.26-29.9, 986.12 15.0, 987.0117.5, 987.4321.5, 987.8026.5, 987.875.3%1.5%2.0%3.0%9.1%1.5%29.00, 988.8727.50, 988.37 HOTEL STREETCROSS SECTIONS 20A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: JPS1605.048GREEN COUNTY, WISCONSINVILLAGE OF BROOKLYNHOTEL STREET RECONSTRUCTION5 FT2 FT 0+25 982984986988990 982984986988990 0102030405060 0-10-20-30-40-50 0+50 982984986988990 982984986988990 0102030405060 0-10-20-30-40-50 0+75 982984986988990 982984986988990 0102030405060 0-10-20-30-40-50 0.0, 986.730.0, 986.63 30.5, 986.0231.5, 986.0039.5, 983.0041.5, 983.0051.7, 986.39 -30.5, 987.24-31.5, 987.26-33.5, 987.28-38.5, 987.36 2.0% 2.0%2.7:13.0:1 2.0% 2.0%1.0%1.5%1.8% 0.0, 986.49 30.5, 985.8831.5, 985.8639.5, 983.0041.5, 983.0052.2, 986.56 -30.5, 987.10-31.5, 987.12-33.5, 987.14-38.5, 987.21-48.5, 987.61 2.0% 2.0%2.8:13.0:1 2.0% 2.0%1.0%1.5%3.9% 0.5% 0.5%-15.00, 987.22-12.50, 986.80 12.50, 986.6715.00, 987.09 -33.50, 987.07-38.50, 987.14 31.47, 986.80 1.5% 1.8% 0.8% PARKING LOT CROSS SECTIONS 215 FT2 FTA S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: JPS1605.048GREEN COUNTY, WISCONSINVILLAGE OF BROOKLYNHOTEL STREET RECONSTRUCTION 1+00 982984986988990 982984986988990 0102030405060 0-10-20-30-40-50 1+25 982984986988990 982984986988990 0102030405060 0-10-20-30-40-50 0.0, 986.34 30.5, 985.7331.5, 985.7139.5, 983.0041.5, 983.00 53.1, 986.87 -30.5, 986.95-31.5, 986.97-37.9, 987.39 2.0% 2.0%2.9:1 3.0:1 2.0% 2.0%6.4% 0.0, 986.20 30.5, 985.5931.5, 985.5739.5, 983.0041.5, 983.00 53.1, 986.86 -30.5, 986.81-31.5, 986.83-36.0, 987.24 2.0% 2.0%3.1:1 3.0:1 2.0% 2.0%9.2% 0+95 982984986988990 982984986988990 0102030405060 0-10-20-30-40-50 0.0, 986.37 30.5, 985.7630.5, 985.7631.5, 985.7439.5, 983.0041.5, 983.00 53.4, 986.98 -30.5, 986.98-40.5, 987.14 0.0, 986.37 30.5, 985.7630.5, 985.7631.5, 985.7439.5, 983.0041.5, 983.00 53.4, 986.98 -30.5, 986.98-40.5, 987.14 2.0% 2.0%2.9:1 3.0:1 2.0% 1.6% 2.0% 2.0%2.9:1 3.0:1 2.0% 1.6% PARKING LOT CROSS SECTIONS 225 FT2 FTA S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: JPS1605.048GREEN COUNTY, WISCONSINVILLAGE OF BROOKLYNHOTEL STREET RECONSTRUCTION SEE STORM WATER PLAN AND PROFILEFOR SIDEWALK GRADE INFORMATION 1+50 982984986988990 982984986988990 0102030405060 0-10-20-30-40-50 2+25 982984986988990 982984986988990 0102030405060 0-10-20-30-40-50 0.0, 986.05 30.5, 985.4431.5, 985.4239.5, 983.0041.5, 983.0051.9, 986.46 -30.5, 986.66-31.5, 986.68-36.5, 986.65 2.0% 2.0%3.3:13.0:1 2.0% 2.0%0.6% 2+10 982984986988 982984986988 0102030405060 0-10-20-30-40-50 6.0, 985.228.5, 985.649.9, 985.78 -6.0, 985.46-8.5, 986.042.0%10.0:1 2.0%6.0, 984.958.5, 985.378.7, 985.39 -6.0, 985.19-8.5, 985.772.0%2.0%-15.00, 986.26-15.00, 987.003.5%19.2% PARKING LOT CROSS SECTIONS 235 FT2 FTA S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: JPS1605.048GREEN COUNTY, WISCONSINVILLAGE OF BROOKLYNHOTEL STREET RECONSTRUCTION 2+50 982984986988990 982984986988990 0102030405060 0-10-20-30-40-50 2+75 982984986988990 982984986988990 0102030405060 0-10-20-30-40-50 2+99 982984986988990 982984986988990 0102030405060 0-10-20-30-40-50 6.0, 984.508.5, 984.9215.6, 984.21 -6.0, 984.74-8.5, 985.322.0%10.0:1 2.0%6.0, 984.058.5, 984.4716.4, 983.68 -6.0, 984.29-8.5, 984.862.0%10.0:1 2.0%6.0, 983.61 -6.0, 983.85 6.0, 983.618.5, 984.03 -6.0, 983.85-8.5, 984.43 8.5, 984.0317.3, 983.16 2.0%2.0% 10.0:1 -11.88, 985.67-12.70, 985.04-15.00, 984.7110.4%4.3%4.3% PARKING LOT CROSS SECTIONS 245 FT2 FTA S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: JPS1605.048GREEN COUNTY, WISCONSINVILLAGE OF BROOKLYNHOTEL STREET RECONSTRUCTION COMMERCIAL STREETHOTEL STREET RUTLAND AVENUE IP IP10+00 11+00 12+00 13+00 14+00 14+50 IP IP EROSION CONTROL PLAN 25 0102040N A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: JPS1605.048GREEN COUNTY, WISCONSINVILLAGE OF BROOKLYNHOTEL STREET RECONSTRUCTION RESTORATION LEGENDTRACKING PADINLET PROTECTIONSILT FENCEIP PROVIDE INLET PROTECTION AT THESOUTH-WEST CORNER OF THE RUTLANDAVENUE AND LINCOLN STREETINTERSECTION COMMERCIAL STREETHOTEL STREET RUTLAND AVENUE 10+00 11+00 12+00 13+00 14+00 14+50 RESTORATION PLAN 26 0102040N A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: JPS1605.048GREEN COUNTY, WISCONSINVILLAGE OF BROOKLYNHOTEL STREET RECONSTRUCTION RESTORATION PLANSEED AND EROSION MATSEED AND STRAW MULCH RESTORATIONWOOD MULCH BED RESTORATION W/ 30YEAR RATE WEED BARRIER FABRIC PROTECT EXISTINGVILLAGE HALLLANDSCAPING PROTECT EXISTINGRESTAURANTLANDSCAPING EROSION CONTROL DETAILS 27 0102040N A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: JPS1605.048GREEN COUNTY, WISCONSINVILLAGE OF BROOKLYNHOTEL STREET RECONSTRUCTION EROSION CONTROLMAT INSTALLATION SILT FENCE (WDNR TECHNICALSTANDARD 1052) (WDNR TECHNICALSTANDARD 1056) FLEX-STORM INLETPROTECTION DETAIL(DANE COUNTY, WIINLET PROTECTIONREQUIREMENT) (HB) HYBRID FILTER BAG SPECIFICATIONS: XXXXXX XXX XXXXXXXXXXXXXXXXXXXXXX XXX ST1+00 POSTPOST POSTPOST STSTSTSTSTST 173 LF 12" RCP @ 0.50% 984985 986 985985983983984984986 STORMWATER SWALE PLAN AND DETAILS 28 N A S S O C I A T E S®SHEET JOB NO.PROJECT MGR.NO.REVISIONSDATE: JPS1605.048GREEN COUNTY, WISCONSINVILLAGE OF BROOKLYNHOTEL STREET RECONSTRUCTION OVERLAND FLOW ROUTE TO NORTHTOP OF SWALE 985.758-FT PRIVACY FENCESEE SPECIFICATIONS FOR DETAILS 36-IN OVERFLOW STRUCTURER-2561 CASTING WITH R-1733 GRATERIM INTAKE EL= 984.75INV 12" 981.60(W)1-FT GRAVEL SHOULD BETWEEN PARKING LOTAND STORMWATER BASIN 6.3'