RCP TO RCP CONNECTION DETAIL NO SCALE

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2 CAUTIO STADARD SYMBOLS EXISTIG RCP EW RCP TEMPORARY EASEMET PROPERTY LIE AD/OR RIGHT OF WAY PAVED STRUCTURE AOTATIO OTES VARIES COECT TO EXISTIG RCP VARIES SOIL BORIG EXISTIG CULVERT - STA/OFFSET TO CETER BOC FOR ILETS, CETER OF MAHOLES, I.Ṗ BECH MARK PROPERTY STAKE IRO PE ILET CURB WATER BOX SIG PRIVATE WELL EXISTIG UTILITY POLE BURIED TELEPHOE CABLE PEDESTAL SIG LIGHT POLE MAIL BOX OBJECTS TO BE REMOVED SA 2" G E T FO F W SS SA G E T FO UDERGROUD COFLICT FORCE MAI SAITARY SEWER EXISTIG SAITARY SEWER AD MAHOLE TELEPHOE OR TV CABLE FIBER OPTIC CABLE GAS MAI UDERGROUD ELECTRIC CABLE ORIGIAL GROUD I PROFILE FECE GUARD RAIL Call 8 3 Work Days Before You Dig or Toll Free (8) Milwaukee Area (44) 29-8 Hearing Impaired TDD (8) EASEMET, EXISTIG UTILITIES, PROPERTY LIES, AD FROT CETER FOR AEW'S - RIM TO TOP BOC FOR ILET CASTIGS AD TO TOP OF CASTIG FOR COVERS - LEGTH OF PE MEASURED FROM ISIDE EDGE OF STRUCTURE TO ISIDE EDGE OF STRUCTURE EXCEPT AT AEW'S, WHERE LEGTH IS MEASURED FROM ISIDE EDGE OF STRUCTURE TO BACK ED OF AEW COCRETE COLLAR COECTIO OTES:. COECTIO SHALL BE MADE TO BELL ED OF EXISTIG RCP. 2. COCRETE COLLAR SHALL BE FORMED AD POURED OVER RCP COECTIO JOIT CETERED OVER THE ED OF THE BELL RCP TO RCP COECTIO DETAIL O SCALE GEERAL OTES 2. THE LOCATIO AD TYPE OF FITTIGS 3. ALL EW AD EXISTIG ILETS SHALL ALL EROSIO COTROL MEASURES AD STRUCTURES O. REVISIOS DATE: EXISTIG DECIDUOUS TREE SILT FECE AD R.O.W. LIES SHOW ARE APPROXIMATE. OT ALL UTILITY MAIS AD SERVICES ARE SHOW O SHOW O THE DRAWIGS ARE APPROXIMATE. COTRACTOR SHALL PROVIDE ALL ECESSARY HAVE TYPE-D ILET PROTECTIO. AT O TIME SHALL AY ILET, AS PART OF SERVIG THE SITE MUST BE ISPECTED AT LEAST WEEKLY AD AFTER A RAIFALL OF /2-ICH OR MORE EXISTIG COIFEROUS TREE COTROL POIT THE DRAWIGS. COTRACTOR SHALL COTACT DIGGERS HOTLIE FOR UTILITY LOCATES AD FITTIGS TO COMPLETE THE ISTALLATIO OF THE. THE COST FOR ALL COSTRUCTIO OR ADJACET TO COSTRUCTIO BE WITHOUT ILET WITHI 24 HOURS. ECESSARY MAITEACE SHOULD FOLLOW THE ISPECTIOS WITHI 24 HOURS. WIRE & ACHOR SHALL BE RESPOSIBLE FOR DETERMIIG THE FITTIGS AD RESTRAIED JOITS SHALL PROTECTIO. WETLAD AREA ILET PROTECTIO EXACT LOCATIOS OF THE UTILITY MAIS AD SERVICES DURIG COSTRUCTIO. BE COSIDERED ICIDETAL TO THE UIT PRICES BID FOR.. AY SEDIMET TRACKED OTO ADJACET S SHALL BE CLEAED BY STREET SWEEPIG (OT FLUSHED) AT THE ED OF EACH WORK DAY. EXISTIG UTILITIES/ COFLICTS EXISTIG UTILITIES/ COFLICTS TYPE A TYPE B ISULATIO SEWER LATERAL/ 8-ICH, MI. SEPARATIO SEWER LATERAL/ 6-ICH, MI. OTE: ADDITIOAL FITTIGS MAY BE EEDED TO AVOID COFLICT WITH EXISTIG UTILITES. ELECTRIC, WATER, SAITARY, AD STORM 33 GALEA ST. PRAIRIE DU SAC, WI 378 COTACT: TROY MURPHY SHOP: CELL: tmurphy@wppienergy.org GAS ALLIAT EERGY 2 COMMERCE AVEUE BARABOO, WI 393 COTACT: EAL GOODCHILD OFFICE: CELL: nealgoodchild@alliantenergy.com UTILITY OWERS TELEPHOE FROTIER COMMUICATIOS 2222 WEST WISCOSI ST. PORTAGE, WI 39 COTACT: JERRY MOORE OFFICE: jerald.r.moore@ftr.com COMMUICATIOS MERRIMAC COMMUICATIOS 327 PALISADE STREET PO BOX 4 MERRIMAC, WI 36 COTACT: KIRK OLSO CELL: kolson@merr.com TELEVISIO CHARTER COMMUICATIOS E74 STH 33 BARABOO, WI 393 COTACT: HARLOW JARVIS OFFICE: harlow.jarvis@chartercom.com STADARD OTES AD DETAILS 28 PUBLIC W ORKS IM PROVEM ETS COTROL POIT TABLE BECHMARK TABLE CP O. DESCRTIO - COORDIATES ELEV. BM O. DESCRTIO ELEV. MAG AIL , HYDRAT TOP UT, SW QUAD 8TH STREET / PRAIRIE STREET 78.8 MAG AIL , RR SPIKE I POWER POLE 6.387, E QUAD 8TH STREET / GALEA STREET MAG AIL , CHISELED "X" O BASE OF LIGHT POLE, W QUAD 8TH ST. / WASHIGTO ST MAG AIL , MAG AIL , RR SPIKE I POWER POLE B88-SPPH-44, SE QUAD 6TH ST. / BWAY ST. RR SPIKE I POWER POLE B88-SPPS-44, O 6TH ST. ACROSS FROM 33 6TH ST JOB O. 3 MAG AIL , HYDRAT TOP UT, SW QUAD / CETER STREET MAG AIL , HYDRAT TOP UT, SW QUAD / GRAD AVEUE PROJECT MGR. 4 MAG AIL , HYDRAT TOP UT, SW QUAD 3TH STREET / GRAD AVEUE MAG AIL , HYDRAT TOP UT, SW QUAD 4TH STREET / GRAD AVEUE 7726 MAG AIL , HYDRAT TOP UT, WEST SIDE TH ST. BETWEE 2 TH ST. & LOCUST L MAG AIL , SHEET 2 S:\MAD\3--399\38\9\Drawings\CAD\Micros\Plan\2_Detail Sheet.dgn user: matth 2/6/28 9:46:9 AM

3 R/W R/W 66' EXISTIG SEED RESTORATIO GROUD C L W/ EROSIO MAT 2' ' 2' EW 4' SW ( ) SPOT REPLACE ( ) 8.' 8.' SEED RESTORATIO.7' R/W 9.7' 4:MAX 6.' 6.' 2% (TYPICAL) COCRETE CURB AD GUTTER, TOPSOIL, FERTILIZER, SEED, AD MULCH RESTORATIO COCRETE SIDEWALK SPOT REPLACEMET TYPICAL SECTIO O SCALE 2% (TYPICAL) VARIES VARIES 4: MAX EXISTIG GROUD ASPHALTIC COCRETE PAVEMET (2.2-I BIDER &.7-I SURFACE) CRUSHED STOE AD SALVAGED ASPHALT AD COCRETE BASE COURSE, 2-I R/W EROSIO COTROL OTES W/ EROSIO MAT TERMIATIO IS FILED WITH WDR. 33.3% (MAX) 6.6% 3-I ASPHALTIC COCRETE PAVEMET 9-I CRUSHED STOE BASE COURSE.% ORTH RIDGE BUSIESS PARK TRAIL COECTOR O SCALE. WDR CERTIFICATE OF PERMIT COVERAGE O SITE AD MAITAI UTIL COSTRUCTIO ACTIVITIES HAVE CEASED, THE SITE IS STABILIZED, AD A OTICE OF 2. KEEP A COPY OF THE CURRET EROSIO COTROL PLA O SITE THROUGHOUT THE DURATIO OF THE PROJECT. 3. SUBMIT PLA REVISIOS OR AMEDMETS TO THE WDR AT LEAST DAYS PRIOR TO FIELD IMPLEMETATIO. COTRACTOR IS RESPOSIBLE FOR ROUTIE SITE ISPECTIOS AT LEAST OCE EVERY 7 DAYS AD WITHI 24 HOURS AFTER A RAIFALL EVET OF. ICHES OR 6.6% 2.% 33.3% (MAX) O. REVISIOS DATE: 66' GREATER. KEEP ISPECTIO REPORTS O-SITE AD MAKE THEM AVAILABLE UPO REQUEST.. ISPECT AD MAITAI ALL ISTALLED EROSIO COTROL PRACTICES UTIL THE COTRIBUTIG DRAIAGE AREA HAS BEE STABILIZED. C L 6. WHE POSSIBLE: PRESERVE EXISTIG VEGETATIO (ESPECIALLY ADJACET TO SURFACE WATERS), MIIMIZE LAD-DISTURBIG COSTRUCTIO ACTIVITY O SLOPES OF 2% OR EW 4' SW ( ) SPOT REPLACE ( ) ' 9.' 4:MAX 8.' 8.' 6.' 6.' VARIES VARIES 4: MAX VARIES EXISTIG GROUD ASPHALTIC COCRETE PAVEMET (2.2-I BIDER &.7-I SURFACE) COCRETE CURB AD GUTTER, TOPSOIL, FERTILIZER, SEED, AD MULCH RESTORATIO CRUSHED STOE AD SALVAGED ASPHALT AD COCRETE BASE COURSE, 2-I COCRETE SIDEWALK SPOT REPLACEMET 8TH STREET TYPICAL SECTIO O SCALE R/W R/W 7' C L 2.' 2.'.83' ' 8.' 8.' 8' (TYPICAL) 7.' (TYPICAL) 4' 3.66' VARIES MORE, MIIMIZE SOIL COMPACTIO, AD PRESERVE TOPSOIL. 7. REFER TO THE WDR STORMWATER COSTRUCTIO TECHICAL STADARDS AT 8. ISTALL PERIMETER EROSIO COTROLS AD ROCK TRACKIG PAD COSTRUCTIO ETRACE(S) PRIOR TO AY LAD-DISTURBIG ACTIVITIES, ICLUDIG CLEARIG AD GRUBBIG. USE WDR TECHICAL STADARD STOE TRACKIG PAD AD TIRE WASHIG #7 FOR ROCK COSTRUCTIO ETRACE(S). 9. ISTALL ILET PROTECTIO PRIOR TO LAD-DISTURBIG ACTIVITIES I THE COTRIBUTIG DRAIAGE AREA AD/OR IMMEDIATELY UPO ILET ISTALLATIO. COMPLY WITH WDR TECHICAL STADARD STORM DRAI ILET PROTECTIO FOR COSTRUCTIO SITES #6.. STAGE COSTRUCTIO GRADIG ACTIVITIES TO MIIMIZE THE CUMULATIVE EXPOSED AREA. CODUCT TEMPORARY GRADIG FOR EROSIO COTROL PER WDR TECHICAL STADARD TEMPORARY GRADIG PRACTICES FOR EROSIO COTROL #67.. COSTRUCT AD PROTECT THE BIOIFILTRATIO BASI AD VEGETATIO FROM RUOFF AD SEDIMET DURIG COSTRUCTIO. REFERECE THE WDR TECHICAL STADARD BIORETETIO FOR IFILTRATIO # 2. ISTALL AD MAITAI SILT FECIG PER WDR TECHICAL STADARD SILT FECE #6. REMOVE SEDIMET FROM BEHID SILT FECES AD SEDIMET BARRIERS BEFORE SEDIMET REACHES A DEPTH THAT IS EQUAL TO OE-HALF OF THE FECE AD/OR BARRIER HEIGHT. 3. REPAIR BREAKS AD GAPS I SILT FECES AD BARRIERS IMMEDIATELY. REPLACE DECOMPOSIG STRAW BALES (TYPICAL BALE LIFE IS 3 MOTHS). LOCATE, ISTALL, AD MAITAI STRAW BALES PER WDR TECHICAL STADARD DITCH CHECKS #62. ISTALL AD MAITAI FILTER SOCKS I ACCORDACE WITH WDR TECHICAL STADARD ITERIM MAUFACTURED PERIMETER COTROL AD SLOPE ITERRUPTIO PRODUCTS # 7.. IMMEDIATELY STABILIZE STOCKPILES AD SURROUD STOCKPILES AS EEDED WITH SILT FECE OR OTHER PERIMETER COTROL IF STOCKPILES WILL REMAI IACTIVE FOR 7 DAYS OR LOGER. 6. IMMEDIATELY STABILIZE ALL DISTURBED AREAS THAT WILL REMAI IACTIVE FOR 4 DAYS OR LOGER. BETWEE SEPTEMBER AD OCTOBER : STABILZE WITH MULCH, TACKIFIER, AD A PEREIAL SEED MIXED WITH WITER WHEAT, AUAL OATS, OR AUAL RYE, AS APPROPRIATE FOR REGIO AD SOIL TYPE OCTOBER THROUGH COLD WEATHER: STABILIZE WITH A POLYMER AD DORMAT SEED MIX, AS APPROPRIATE FOR REGIO AD SOIL TYPE. 7. STABILIZE AREAS OF FIAL GRADIG WITHI 7 DAYS OF REACHIG FIAL GRADE. 8. SWEEP/CLEA UP ALL SEDIMET/TRASH THAT MOVES OFF-SITE DUE TO COSTRUCTIO ACTIVITY OR STORM EVETS BEFORE THE ED OF THE SAME WORKDAY OR AS DIRECTED BY OWER. SEPARATE SWEPT MATERIALS (SOILS AD TRASH) AD DISPOSE OF APPROPRIATELY. 9. COTRACTOR IS RESPOSIBLE FOR COTROLLIG DUST PER WDR TECHICAL STADARD DUST COTROL O COSTRUCTIO SITES # PROPERLY DISPOSE OF ALL WASTE AD UUSED BUILDIG MATERIALS (ICLUDIG GARBAGE, DEBRIS, CLEAIG WASTES, OR OTHER COSTRUCTIO MATERIALS) AD DO OT TYPICAL SECTIOS AD EROSIO COTROL OTES 28 PUBLIC W ORKS IM PROVEM ETS ALLOW THESE MATERIALS TO BE CARRIED BY RUOFF ITO THE RECEIVIG CHAEL. 4:MAX VARIES 3% (TYPICAL) 4:MAX 2. RESPOSIBLE PARTY TO UPDATE THE LAD DISTURBACE PERMIT TO IDICATE THE ATICATED OR LIKELY DISPOSAL LOCATIOS FOR AY EXCAVATED SOILS OR COSTRUCTIO DEBRIS THAT WILL BE HAULED OFF-SITE FOR DISPOSAL. THE DEPOSITED OR STOCKPILED MATERIAL EEDS TO ICLUDE PERIMETER SEDIMET COTROL MEASURES (SUCH AS SILT FECE, HAY BALES, FILTER SOCKS, OR COMPACTED EARTHE BERMS). JOB O PROJECT MGR. 22. FOR O-CHAELIZED FLOW O DISTURBED OR COSTRUCTED SLOPES, PROVIDE CLASS ITYPE A EROSIO COTROL MATTIG. SELECT EROSIO MATTIG FROM APPROPRITE MATRIX I WDOT#32S WIDOT PRODUCT ACCEPTABILITY LIST (PAL); ISTALL AD MAITAI PER WDR TECHICAL STADARD O-CHAEL EROSIO MAT # FOR CHAELIZED FLOW O DISTURBED OR COSTRUCTED AREAS, PROVIDE CLASS SPECIFY CLASS ITYPE B EROSIO COTROL MATTIG. SELECT EROSIO MATTIG FROM ASPHALTIC COCRETE PAVEMET APPROPRIATE MATRIX I WDOT#32S WIDOT PRODUCT ACCEPTABILITY LIST (PAL); ISTALL AD MAITAI PER WDR TECHICAL STADARD CHAEL EROSIO MAT #3. COCRETE CURB AD GUTTER, (2.2-I BIDER &.7-I SURFACE) 2 MAKE PROVISIOS FOR WATERIG DURIG THE FIRST 8 WEEKS FOLLOWIG SEEDIG OR PLATIG OF DISTURBED AREAS WHEEVER MORE THA 7 COSECUTIVE DAYS OF TOPSOIL, FERTILIZER, SEED, AD MULCH RESTORATIO CRUSHED STOE AD SALVAGED ASPHALT DRY WEATHER OCCUR. COCRETE SIDEWALK SPOT REPLACEMET AD COCRETE BASE COURSE, 2-I 2. ISTALL ADDITIOAL EROSIO AD SEDIMET COTROL MEASURES (SUCH AS TEMPORARY SEDIMET BASIS, DITCH CHECKS, EROSIO COTROL MATTIG, SILT FECIG, FILTER SOCKS, WATTLES, SWALES, ETC.), OR AS DIRECTED BY EGIEER. GRAD AVEUE TYPICAL SECTIO O SCALE 26. COTRACTOR IS RESPOSIBLE FOR COMPLYIG WITH ALL APPLICABLE WDR REMEDIATIO AD WASTE MAAGEMET REQUIREMETS FOR HADLIG AD DISPOSIG OF COTAMIATED MATERIALS. SITE-SPECIFIC IFORMATIO FOR AREAS WITH KOW OR SUSPECTED SOIL AD/OR GROUDWATER COTAMIATIO CA BE FOUD O WDR'S BUREAU OF REMEDIATIO AD REDEVELOPMET TRACKIG SYSTEM (BRRTS) PUBLIC DATABASE AT: SHEET 3 S:\MAD\3--399\38\9\Drawings\CAD\Micros\Plan\3_Typ Sect and EC otes.dgn user: matth 2/6/28 9:46:9 AM

4 6. % SW EL SW EL %.2% BOC EL. 773 STA /2.9'LT BOC EL BOC EL BOC EL SW EL. 77 SW EL. 772 SW EL. 77 7% BOC EL. 77 BOC EL. 776 SW EL % 7.%.% SW EL %.6% BOC EL BOC IL EL HP 2.% BOC EL SW EL. 774.% BOC IL EL ' R BOC TOC EL BOC EL. 772 BOC EL /HP STA /8.'LT BOC EL. 777 STA /2.'LT.2%.% GRAD AVEUE.4% SW EL SW EL % 3. % SW EL SW EL SW EL SW EL SW EL SW EL SW EL SW EL % BOC EL BOC EL BOC EL STA /2.'LT BOC EL BOC EL %.% 6% % 6.%.2% TOC EL BOC EL BOC EL BOC EL BOC EL BOC EL ' R BOC 2.' R BOC STA /2.'LT BOC EL BOC EL SW EL SW EL % SW EL SW EL %.8% 2.' R BOC.% 7.% IL/ STA /2.'LT BOC EL %.% IL/BOC/ STA. 2+./8.'LT BOC EL STA / 8.'LT BOC EL STA /2.'LT + 2.7% STA. 24+./8.'RT BOC EL STA /8.'LT BOC EL BOC EL BOC EL TOC EL TH STREET STA /2.'RT %.4%.8% 2.' R BOC.% STA / 2.'RT STA. 24++/2.'RT BOC EL BOC EL % HP/EOR/BOC/MID 3% STA /8.8'RT BOC EL % HP.% BOC EL % STA /8.'RT BOC EL BWAY STREET BOC EL BOC EL BOC EL STA /2.9'RT 6.2%.% 3.8% SW EL % IL/BOC/ SW EL SW EL SW EL STA /26.6'RT BOC EL BOC EL SW EL SW EL SW EL SW EL BOC EL BOC EL SW EL SW EL %.8% IL/BOC/ STA /26.4'RT BOC EL %.4% SW EL SW EL O. REVISIOS DATE: /GRAD AVEUE ITERSECTIO DETAIL /BWAY STREET ITERSECTIO DETAIL SW EL SW EL SW EL BOC EL BOC EL BOC EL BOC EL SW EL BOC EL ' R BOC SW EL % 7.%.%.% STA. +89./2.'LT.3% 8TH STREET 2.8% 2.4%.4% SW EL BOC EL BOC IL EL SW EL BOC EL BOC EL SW EL % STA /8.'LT BOC EL STA. +86./2.'LT BOC EL % BOC EL STA. +9.8/8.'RT BOC EL ' R BOC STA /2.'RT BOC IL EL WASHIGTO STREET STA /2.'RT BOC EL BOC EL %.7% FEET 2 OTE: ALL BACK OF CURB S LISTED ARE FOR FULL HEIGHT CURB HEAD. I AREAS WHERE PEDESTRIA RAMPS ARE SHOW, TOP WILL BE.46' LOWER THA THE LISTED. LEGED: HP HIGH POIT LOW POIT FLOW ARROW I TERSECTIO DETAILS AD 8TH STREET 28 PUBLIC W ORKS IM PROVEM ETS JOB O PROJECT MGR. SW EL SW EL SW EL SW EL SHEET 8TH STREET/WASHIGTO STREET ITERSECTIO DETAIL 4 S:\MAD\3--399\38\9\Drawings\CAD\Micros\Plan\Intersection Details Adj\4_Intersection Detail Sheet_.dgn user: matth 2/6/28 9:46: AM

5 BOC EL EL BOC EL BOC EL SW EL SW EL % BOC EL % BOC EL STA /2.'LT.%.% STA. 3+ ' R BOC SW EL SW EL SW EL BOC EL BOC EL ' R BOC BOC EL BOC EL TH STREET/GALEA STREET ITERSECTIO DETAIL 773..% 2% % STA +6.3/2.'LT STA. +3.3/ 2.48'LT BOC EL BOC/HP STA. +42/ 9.37'LT BOC EL SW EL SW EL SW EL SW EL SW EL SW EL STA /2.3'LT STA. 4+ SW EL SW EL SW EL BOC/HP BOC EL %.9% HP.8% STA /9.39'LT BOC EL % % STA. 3+86/39.3'LT BOC/ EL %.3% STA /2.'LT BOC/ EL % 2.% 8TH STREET HP.2%.2%.8% SW EL BOC EL BOC EL BOC EL BOC EL STA /8.'LT BOC EL BOC EL SW STA 3+2./3.8'LT BOC EL STA /364'LT BOC EL STA. +6.3/8.'LT BOC EL BOC EL EL /HP STA /8.'RT BOC EL STA. 3+89/77'LT BOC EL % 3' R BOC STA. +7./2.'RT 3' R BOC STA /2.'LT BOC EL %.8% STA. +/22.47'RT BOC EL STA /2.47'RT BOC EL ' R BOC HP.2%.2% HP STA /72'LT BOC EL BOC EL BOC EL % BOC EL BOC EL BOC EL % 2.7% TH STREET 3.8%.% STA /2.'RT 9% 7.% 6.3% STA /2.'LT BOC EL %.% 7.% 7.%.% SW EL SW EL SW EL SW EL SW EL SW EL SW EL SW EL EL BOC EL BOC EL SW EL SW EL BOC EL BOC EL STA. 4+ BOC EL BOC EL BOC EL BOC EL /HP STA. +6.2/8'RT BOC EL BOC EL STA /38.4'LT BOC EL SW EL SW EL SW EL SW EL %.% ' R BOC STA /3.'LT STA /3.'RT GALEA STREET STA. 3+.9%.8% BOC EL % EOR/BOC EL ' R BOC BOC EL SW EL SW EL STA /38.'LT STA. 9+.% BOC EL BOC EL % SW EL STA /8.' LT BOC EL % 7.% SW EL % SW EL BOC EL..% 9+ + SW EL BOC EL ' RT 777. BOC EL BOC EL STA BOC EL % 8TH STREET PRAIRIE STREET 8TH STREET/PRIARIE STREET ITERSECTIO DETAIL 2.2%.% SW EL SW EL OTE: ALL BACK OF CURB S LISTED ARE FOR FULL HEIGHT CURB HEAD. I AREAS WHERE PEDESTRIA RAMPS ARE SHOW, TOP WILL BE.46' LOWER THA THE LISTED. LEGED: HP HIGH POIT LOW POIT SW EL. EOR/BOC EL SW EL ' R BOC STA /38.'RT STA. 9+ BOC EL O. REVISIOS DATE: I TERSECTIO DETAILS 8TH STREET AD GRAD AVEUE 28 PUBLIC W ORKS IM PROVEM ETS STA. 3+ BOC EL BOC EL % STA. 3+ BOC EL STA. 3+2 BOC EL BOC EL STA. 3+ BOC EL % FEET 2 FLOW ARROW JOB O PROJECT MGR. GRAD AVEUE STA /2.'RT BOC EL SW EL SW EL %.% SW EL SW EL SW EL SW EL SHEET GRAD AVEUE/TH STREET ITERSECTIO DETAIL S:\MAD\3--399\38\9\Drawings\CAD\Micros\Plan\Intersection Details Adj\_Intersection Detail Sheet_2.dgn user: matth 2/6/28 9:46: AM

6 STA. 33+ BOC EL BOC EL % BOC EL BOC EL STA /2.'RT SW EL SW EL SW EL STA BOC EL BOC EL BOC EL BOC EL SW EL SW EL % 6.6% 7.%.% 7.% SW EL STA /3.7'RT BOC EL SW EL BOC/HP BOC EL BOC EL BOC EL BOC EL STA /3.9'RT BOC EL STA BOC EL STA. 33+ STA %.% HP.6%.% STA. 34+ BOC EL BOC EL BOC EL SW EL SW EL ' R BOC STA /2.'RT TOC EL GRAD AVEUE STA /3.'RT STA % BOC EL STA GRAD AVEUE STA BOC EL STA /2.'LT BOC EL % ' R FOW 2' R BOC STA /'LT BOC EL BOC EL BOC EL STA /2.'RT BOC EL. 77. SW EL SW EL %.% BOC EL BOC/ STA /43'LT BOC EL STA /29.9'LT BOC EL BOC EL STA /3.76'RT BOC EL SW EL SW EL SW EL STA /23.'RT SW EL %.%.% 7.% 4%.% BOC EL BOC EL SW EL SW EL BOC EL BOC EL BOC EL BOC EL % SW EL % BOC EL. 77. O. REVISIOS DATE: ' R BOC STA /3.'RT SW EL LOW POIT BOC EL TH STREET. % STA /3.9'RT BOC EL % 7.% LOW POIT BOC EL SW EL SW EL ' R BOW ' R BOC SW EL STA /32'RT ' R BOW STA. 36+2/32'RT STA /3.'RT.% SW EL SW EL BOC EL TH STREET GRAD AVEUE/4TH STREET ITERSECTIO DETAIL GRAD AVEUE/3TH STREET ITERSECTIO DETAIL OTE: I TERSECTIO DETAILS GRAD AVEUE 28 PUBLIC W ORKS IM PROVEM ETS ALL BACK OF CURB S LISTED ARE FOR FULL HEIGHT CURB HEAD. I AREAS WHERE PEDESTRIA RAMPS ARE SHOW, TOP WILL BE.46' LOWER THA THE LISTED. LEGED: HP HIGH POIT LOW POIT FEET 2 FLOW ARROW JOB O PROJECT MGR. SHEET 6 S:\MAD\3--399\38\9\Drawings\CAD\Micros\Plan\Intersection Details Adj\6_Intersection Detail Sheet_3.dgn user: matth 2/6/28 9:46: AM

7 6 GRAD AVE. LUCILE GASER 6 GRAD AVE. LUCILE GASER 62 GRAD AVE. RUSSELL & JOYCE MCEACHRO GRAD AVE. LORRI & CORY FRISCH 24 JOSHUA JOHSO 24 AUSTI & MARIAH MITCHELL 247 ZACHARY & SHAO PHES 2 JOEL & JUE BEEBE 27 KRISTI & AARO TREFFTZS 26 PATRICA BURZYSKI 6 CETER STREET ROBERT TOLSO & CASSODRA HELT 8 CETER STREET EMILY & JASO SCOTT 3 TH STREET STEVE & DEBBY STAPLES 3 ALLA SOELLE & TIA SOELLE 36 6TH ST TABATHA & LY ROSEDHAL 39 CAROL ZUROSKE 32 TH STREET SHAO & JEA MCCA URBA IV LLC 33 DAVID & JULIE TRAVIS 372 RYA REUTER 39 ARIELLE KAUFMA 374 AGELA & JOATHA EVERT 36 TH STREET 36 FRITZ & SUE DOHM TIFFAY & TIMOTHY SCHELLER JOEL VADEHEY 376 ALEXIUS ZIEGLER 6 BWAY STREET 7 BWAY STREET VERO & JUDY FOWLER 64 BWAY STREET MICHAEL & JAET WEDWICK 8 BWAY STREET ROALD & SHEILA KOSTROSKI R-4 X 3" CLOSED TO THRU TRAFFIC WORK W2- WORK W2- TYPE III BARRICADE TYPE III BARRICADE CLOSED - O-THRU TRAFFIC DETAIL SEE WISDOT SDD C 2-6B DETAIL E LAE CLOSURE BARRICADE DETAIL CLOSED 7TH STREET W2-3A CLOSED W2-3A MOUT SIG AT SW QUADRAT OF 6TH STREET / WASHIGTO STREET ITERSECTIO O. REVISIOS DATE: 37 DOUGLAS & ACY HAMILTO GRAD AVEUE CETER STREET TH STREET BW AY STREET TRAFFIC COTROL PLA 28 PUBLIC W ORKS IM PROVEM ETS WORK W2- WORK W2- CLOSED W2-3A JOB O PROJECT MGR. LEGED MOUTED WARIG SIG 4TH STREET TYPE III BARRICADE WITH FLASHERS AD SIG ALL SIGS ARE 4x4 FEET 2 2 ULESS OTHERWISE OTED SHEET 7 S:\MAD\3--399\38\9\Drawings\CAD\Micros\Plan\7_Traffic Control Plan_6th.dgn user: matth 2/6/28 9:46:3 AM

8 8 WASHIGTO STREET JESSICA & ADREW FISHER 779 WASHIGTO STREET MACK & DOA PARKER 777 WASHIGTO STREET EUGEE K MOWITZ LIV TR 82 WASHIGTO STREET JASO & LISA BELL 78 WASHIGTO STREET BRIA KEMPFER 4 8TH STREET 4 8TH STREET ERI & JOSH VOELKER 69 7TH STREET KEETH & MOICA KVAM 69 8TH ST ACY WALCH 8 8TH STREET ROALD & REEE EICHMA 77 GALEA STREET LO & PATTI KADERAVEK 6 8TH STREET 78 GALEA STREET BREDA GARLAD 63 8TH STREET & KAY H GRIFFITHS ET AL 63 8TH STREET BARBARA SWIETLIK 64 8TH STREET MARGARET PECKMA 64 8TH STREET RACHEL HASE 78 PRAIRIE STREET LIVIG TRUST 68 8TH STREET PHIL & JUDITH RAY CHRISTOPHER JESE 886 PRAIRIE STREET LESTER & JAIS KLAETSCH 78 PRAIRIE STREET 784 PRAIRIE STREET PAUL & TIA MILLER REV LIV TR R-4 X 3" CLOSED TO THRU TRAFFIC WASHIGTO STREET WORK W2-9TH STREET CLOSED GALEA STREET W2-3A MICHAEL KELLER & KELLY ZITSKE WORK W2- TYPE III BARRICADE TYPE III BARRICADE CLOSED - O-THRU TRAFFIC DETAIL SEE WISDOT SDD C 2-6B DETAIL E LAE CLOSURE BARRICADE DETAIL PRAIRIE STREET O. REVISIOS DATE: BARBARA MORRIS LIVIG TRUST DAVID LITSCHER & MARIO ERICKSO ET AL 8TH STREET ROBERT & ELIZABETH MICHALAK TRAFFIC COTROL PLA 8TH STREET 28 PUBLIC W ORKS IM PROVEM ETS 7TH STREET LEGED WORK W2- CLOSED W2-3A WORK W2- JOB O PROJECT MGR. MOUTED WARIG SIG TYPE III BARRICADE WITH FLASHERS AD SIG ALL SIGS ARE 4x4 FEET 2 2 ULESS OTHERWISE OTED SHEET 8 S:\MAD\3--399\38\9\Drawings\CAD\Micros\Plan\8_Traffic Control Plan_8th.dgn user: matth 2/6/28 9:46:3 AM

9 LOCUST LAE S:\MAD\ \38\9\Drawings\CAD\Micros\Plan\9_Traffic Control Plan_Grand.dgn W2-3A LUEDERS CLOSED CLOSED W2-3A PARKSIDE DRIVE GRAD AVE. LEAORD & MARY SHELTO 2TH STREET DARI & SARAH FROSCH W2-3A CLOSED 4TH STREET 47 GRAD AVE. THOMAS SEILER GRAD AVE. JOSHUA DVORAK 23 4TH STREET JAMES & MARY HAMBRECHT GRAD AVEUE user: m atth 2/6/28 9:46:4 AM 22 TH STREET GREGG & LY COEE TH STREET FEET GRAD AVE. DEBRA TREIE 2 3TH STREET RACHEL ZADER & MATTHEW SCHUMACHER 3 GRAD AVE. PRIARIE DU SAC, VILLAGE OF W2-3A CLOSED STREET ITERSECTIO STREET / WASHIGTO QUADRAT OF 6TH MOUT SIG AT SW 3TH STREET JOB O PROJECT M GR. SHEET 9 TRAFFIC COTROL PLA GRAD AVEUE 28 PUBLIC WORKS IMPROVEMETS SAUK COUTY, WISCOSI 23 MAPLE STREET PRIARIE JT SCHOOL DISTRICT O 3 24 GRAD AVE. JOSEPH & ROSE LAMBERTY O. REVISIOS DATE:

10 GRAD AVEUE REMOVE EXISTIG ILET CASTIG ABADO EXISTIG ILET BOX I PLACE PER THE SPECIAL PROVISIOS REMOVE EXISTIG BUSHES STR. STR. TYPE STA/OFFSET RIM/BOC SIZE(OUT) I.E. AT STR. DOWSTREAM SLOPE, % LEGTH, FT CASTIG IL-. 2X3 / 26'LT % R-367 R IL-2. 2X3 / 8.'LT % R-367 R IL-2.2 2X3 / 8.'RT % R-367 R IL-3. 2X3 / 8.'LT % R-367 L I.E. TYPE GRATE 6 GRAD AVE. LUCILE GASER 62 GRAD AVE. RUSSELL & JOYCE MCEACHRO 24 JOSHUA JOHSO PROVIDE ISULATIO OVER AT ALL STORM IL-3.2 2X3 / 8.'RT % R-367 L 4' DIA -2.3 /.'LT % R- B 4' DIA -3.3 /.'RT % R- B SEWER CROSSIGS ISTALL AD MAITAI ILET REMOVE EXISTIG STUMP PROTECTIO ABADO EXISTIG ILET LEAD PER PROVIDE CURB RAMP SPECIAL PROVISIOS WITH DETECTABLE WARIG PAEL COECT TO EXISTIG ILET COECT TO EXISTIG 8-I TEE 8-ICH VALVE ORTH STA / 8.' LT 24-I CURB AD GUTTER RIGHT-OF-WAY PROVIDE EW 4-FT WIDE COCRETE SIDEWALK PROVIDE EW COCRETE CARRIAGE WALK PROVIDE EW COCRETE DRIVEWAY APRO IL-2. IL TH IL ' TH IL-2.2 IL-3.2 COECT TO EXISTIG PROVIDE STOE TRACKIG PAD AT COSTRUCTIO SITE EXITS PER DR TECH STADARD 7 6 GRAD AVE. LUCILE GASER GRAD AVE. LORRI & CORY FRISCH STUB PER SPECIAL PROVISIOS PROPOSED ASPHALT PAVEMET LIMIT CURB STORM ILET PROPERTY PI 24 AUSTI & MARIAH MITCHELL PROVIDE EW -ICH CORPORATIO STOP, CURB STOP, AD CURB BOX. COECT TO EXISTIG SERVICE 2 JOEL & JUE BEEBE PROTECT POWER POLE SAITARY LATERAL 26 PATRICA BURZYSKI REPLACE SAITARY COE, RIGS, AD CASTIG (TYPE OF 3) CASTIG EXISTIG RIM = 779 PROPOSED RIM =777 8 CETER STREET EMILY & JASO SCOTT FEET PI +. El CETERLIE PROFILE PI +7. El 77 PI 2+. El RIM FLOWLIE OF PROPOSED PROPOSED CETERLIE PROFILE 3.3 RIM 774 APPROXIMATE TOP OF EXISTIG TOP OF PROPOSED WATERMAI PLA AD PROFILE 28 PUBLIC W ORKS IM PROVEM ETS % +.4% -.4% -.4% +.4% 77 6.' MI LF 2 LF LF - D.I COECT TO EXISTIG I.E.= MAITAI A MIIMUM OF OF COVER BETWEE STORM LEAD AD IE S IE IE W IE E FLOW LIE OF EXISTIG SAITARY SEWER IE W IE E IE S MAITAI A MIIMUM OF COVER BETWEE AD SAITARY LATERALS CETERLIE PROPOSED CETERLIE PROVIDE ISULATIO WHERE MIIMUM COVER CA OT BE ACHIEVED S:\MAD\3--399\38\9\Drawings\CAD\Micros\Plan\6th Street - Working Drawings\PP_SIXTH.dgn user: matth 2/6/28 9:46: AM

11 STR. STR. TYPE STA/OFFSET RIM/BOC SIZE(OUT) I.E. AT STR. DOWSTREAM SLOPE, % LEGTH, FT I.E. CASTIG TYPE GRATE IL- 2X3 / 8.'LT % R-367 R 6 CETER STREET ROBERT TOLSO & CASSODRA HELT CETER STREET COECT TO EXISTIG TEE STA +86.9/8' RT ISTALL TEMPORARY HYDRAT FOR FLUSHIG/TESTIG BEFORE COECTIG STORM ILET 3 ALLA SOELLE & TIA SOELLE CURB COECT TO EXISTIG TEE. 8-ICH VALVE ORTH STA /8' LT 39 CAROL ZUROSKE IL-2 2X3 / 8.'RT % R-367 R 4' DIA -3 /.'RT % R- B SPOT REPLACE COCRETE SIDEWALK 33 DAVID & JULIE TRAVIS PROVIDE ISULATIO OVER AT ALL STORM SEWER CROSSIGS 24-I CURB AD GUTTER PROTECT TREES O WEST SIDE OF (TYP. THIS SHEET) PROVIDE EW COCRETE DRIVEWAY APRO 39 ARIELLE KAUFMA IL- + 6TH " ' 2+ 6TH IL-2 PROTECT POWER POLE PROVIDE STOE TRACKIG PAD AT COSTRUCTIO SITE EXITS PER DR TECH STADARD 7 PROVIDE -ICH CORPORATIO STOP, CURB STOP, AD CURB BOX COECT TO EXISTIG SERVICE COECT TO EXISTIG STUB PER SPECIAL PROVISIOS SAITARY LATERAL PROPERTY PI RIGHT-OF-WAY PROVIDE EW COCRETE CARRIAGE WALK PROVIDE EW -I REPLACE SAITARY COE, RIGS, AD CASTIG (TYP OF 3) EXISTIG RIM = PROPOSED RIM = TH STREET STEVE & DEBBY STAPLES PROPOSED ASPHALT PAVEMET LIMIT 36 6TH ST TABATHA & LY ROSEDHAL 32 TH STREET SHAO & JEA MCCA URBA IV LLC WATER SERVICE PROVIDE EW 4-I SAITARY SEWER LATERAL 372 RYA REUTER 374 AGELA & JOATHA EVERT ISTALL AD MAITAI ILET PROTECTIO FEET % PI +7.8 El 77.3 STA +9. El % +.4% CETERLIE PROFILE PI 6+43 El PI 6+8. El % +.% FLOWLIE OF PROPOSED +.% PI 8+. El % -.43% PI 8+8. El RIM % TOP OF PROPOSED WATERMAI PROPOSED CETERLIE PROFILE PLA AD PROFILE 28 PUBLIC W ORKS IM PROVEM ETS 89.4 LF 26. LF - 6.' MI LF - D.I. 4 LF - D.I FLOW LIE OF EXISTIG PROVIDE ISULATIO WHERE MIIMUM COVER CA OT BE ACHIEVED COECT TO EXISTIG I.E.=77.6 TOP OF EXISTIG MAITAI A MIIMUM OF OF COVER BETWEE STORM LEAD AD IE S IE W IE E IE " FLOW LIE OF EXISTIG SAITARY SEWER MAITAI A MIIMUM OF COVER BETWEE AD SAITARY LATERALS CETERLIE PROPOSED CETERLIE S:\MAD\3--399\38\9\Drawings\CAD\Micros\Plan\6th Street - Working Drawings\PP2_SIXTH.dgn user: matth 2/6/28 9:46:6 AM

12 BW AY STREET STR. STR. TYPE STA/OFFSET RIM/BOC SIZE(OUT) I.E. AT STR. DOWSTREAM SLOPE, % LEGTH, FT I.E. CASTIG TYPE GRATE IL-. 2X3 / 8.'LT % R-367 L IL-.2 2X3 / 8.'RT % R-367 L 4' DIA -.3 /.'RT % R- B 4' DIA -6. /.'RT R- B 39 ARIELLE KAUFMA 36 FRITZ & SUE DOHM 37 DOUGLAS & ACY HAMILTO JOEL VADEHEY 6 BWAY STREET 64 BWAY STREET MICHAEL & JAET WEDWICK FIRE HYDRAT SAITARY LATERAL REMOVE EXISTIG STUMP REPLACE COCRETE SIDEWALK PROVIDE EW COCRETE CARRIAGE WALK 6-ICH LEAD AD VALVE STA /23.'LT BURY LIE ELEV.= I CURB AD GUTTER SEE ITERSECTIO DETAILS FOR GRADES COECT TO EXISTIG 6-I MAI STA / 8.' LT PROVIDE CAPPED x TEE FOR FUTURE COECTIO ORTH 2+ 6TH IL ' " " PROVIDE STOE TRACKIG PAD AT COSTRUCTIO SITE EXITS PER DR TECH STADARD 7 IL-.2 PROVIDE EW PROPOSED ASPHALT PAVEMET LIMIT 374 SPOT REPLACE SAITARY SEWER. SEE SPECIAL PROVISIOS AGELA & JOATHA EVERT 36 TH STREET TIFFAY & TIMOTHY SCHELLER FEET PROPERTY PI UTILITIES PROVIDE ISULATIO OVER AT ALL STORM SEWER CROSSIGS RIGHT-OF-WAY 376 ALEXIUS ZIEGLER COCRETE DRIVEWAY APRO 7 BWAY STREET VERO & JUDY FOWLER PROVIDE EW -ICH CORPORATIO STOP, CURB STOP, AD CURB BOX. COECT TO EXISTIG SERVICE ISTALL AD MAITAI ILET PROTECTIO REPLACE SAITARY COE, RIGS, AD CASTIG (TYP X3) EXISTIG RIM = 778. PROPOSED RIM = STORM ILET CURB PROVIDE 8x8-I CROSS 8-ICH VALVE SOUTH 8-ICH VALVE EAST 8-ICH VALVE WEST 8 BWAY STREET ROALD & SHEILA KOSTROSKI PROVIDE CURB RAMP WITH DETECTABLE WARIG PAEL M H.3 RIM FLOWLIE OF PROPOSED MAITAI A MIIMUM OF OF COVER BETWEE STORM LEAD AD PROPOSED CETERLIE PROFILE TOP OF PROPOSED WATERMAI PI % El % PI El PI El PI El % -.8% M H 6. RIM % PI El % CETERLIE PROFILE PLA AD PROFILE 28 PUBLIC W ORKS IM PROVEM ETS 77 6.' MI 77 ISTALL AD PLUG " STORM LF - D.I. SEWER IE " S IE W IE E MAITAI A MIIMUM OF FLOW LIE OF EXISTIG SAITARY SEWER COVER BETWEE AD SAITARY LATERALS TOP OF EXISTIG CETERLIE FLOW LIE OF EXISTIG IE W IE " IE E PROPOSED CETERLIE S:\MAD\3--399\38\9\Drawings\CAD\Micros\Plan\6th Street - Working Drawings\PP3_SIXTH.dgn user: matth 2/6/28 9:46:2 AM

13 W ASHIGTO STREET " 8 WASHIGTO STREET JESSICA & ADREW FISHER COECT TO EXISTIG STORM MAHOLE IVERT PROPOSED ASPHALT PAVEMET LIMIT REMOVE EXISTIG STORM SEWER ILET LEAD 8-ICH VALVE /REDUCER-WEST MJ CAP-SOUTH STA +9.6/.'LT 82 WASHIGTO STREET JASO & LISA BELL REMOVE EXISTIG STUMP 8TH STREET PROVIDE ISULATIO OVER AT ALL STORM SEWER CROSSIGS 48TH STREET ERI & JOSH VOELKER REMOVE EXISTIG HYDRAT PROVIDE EW COCRETE CARRIAGE WALK STR. STR. TYPE STA/OFFSET IL-7. 2X3 8.'LT IL-7.2 2X3 8.'LT IL-7.3 2X3 /8.'RT IL-8. 2X3 8.'LT 69 8TH ST ACY WALCH PROVIDE EW COCRETE DRIVEWAY APRO SPOT REPLACE COCRETE SIDEWALK RIM/BOC 8 8TH STREET ROALD & REEE EICHMA 24-I CURB AD GUTTER SIZE(OUT) CURB PROVIDE CURB RAMP WITH DETECTABLE WARIG PAEL I.E. DOWSTREAM AT STR. SLOPE, FT % LEGTH, I.E. CASTIG GRATE 6 8TH STREET MICHAEL KELLER & KELLY ZITSKE % R-367 L / % R-367 L / % R-367 L R-367 B / TYPE PROVIDE STOE TRACKIG PAD AT COSTRUCTIO SITE EXITS PER DR TECH STADARD 7 COECT TO EXISTIG PROVIDE 8x8 ICH CROSS 8-ICH VALVE ORTH 8-ICH VALVE SOUTH 8-ICH VALVE EAST + 8TH 779 WASHIGTO STREET MACK & DOA PARKER IL-7. IL REMOVE EXISTIG.' IL TH ILET LEAD IL-7.3 " PROVIDE STOE TRACKIG PAD AT COSTRUCTIO SITE EXITS PER DR TECH STADARD 7 FEET FIRE HYDRAT 6-ICH LEAD AD VALVE STA +.8/23.'RT BURY LIE ELEV.= ISTALL AD MAITAI ILET PROTECTIO STORM ILET 78 WASHIGTO STREET BRIA KEMPFER PROTECT POWER POLE PROPERTY PI 4 8TH STREET DAVID LITSCHER & MARIO ERICKSO ET AL REPLACE EXISTIG MAHOLE RIGS AD CASTIG EXISTIG RIM = PROPOSED RIM = TH STREET KEETH & MOICA KVAM PROVIDE -ICH CORPORATIO STOP, CURB STOP, AD CURB BOX COECT TO EXISTIG SERVICE APPROXIMATE EXISTG RIGHT-OF-WAY REPLACE SAITARY COE, RIGS, AD CASTIG (TYP) EXISTIG RIM = PROPOSED RIM = SAITARY LATERAL REMOVE AD RELOCATE EXISTIG SIG 77 GALEA STREET LO & PATTIKADERAVEK REPLACE SAITARY COE, RIGS, AD CASTIG (TYP) EXISTIG RIM = PROPOSED RIM = ISTALL EW ILET STA / 8.'LT COECT TO EXISTIG STORM FIRE HYDRAT REMOVE EXISTIG COCRETE SIDEWALK 6-ICH LEAD AD VALVE STA +33./23.'RT BURY LIE ELEV.= DES 8TH_STREET. EX RIM XXX.XX STA +9.7 El IL-7. RIM IL-7.2 RIM FLOWLIE OF PROPOSED CETERLIE PROFILE TOP OF EXISTIG PROPOSED CETERLIE PROFILE TOP OF PROPOSED WATERMAI +.4% +.4% PI 4+4 El PI 4+9 El % +.2% -.8% GALEA STREET IL-8. RIM PLA AD PROFILE 8TH STREET 28 PUBLIC W ORKS IM PROVEM ETS ' MI LF 4 LF - D.I FLOW LIE OF EXISTIG OGAP IE S IE S IE IE E MAITAI A MIIMUM OF OF COVER BETWEE STORM LEAD AD IE S IE E FLOW LIE OF EXISTIG SAITARY SEWER MAITAI A MIIMUM OF COVER BETWEE AD SAITARY LATERALS PROVIDE ISULATIO WHERE MIIMUM COVER CA OT BE ACHIEVED IE S. XXX.XX IE E. XXX.XX IE. XXX.XX CETERLIE PROPOSED CETERLIE S:\MAD\3--399\38\9\Drawings\CAD\Micros\Plan\8th Street - Working Drawings\PP_8TH ST.dgn user: matth 2/6/28 9:46:22 AM

14 6 8TH STREET MICHAEL KELLER & KELLY ZITSKE UTILITIES PROVIDE ISULATIO OVER AT ALL CROSSIGS SPOT REPLACE COCRETE SIDEWALK PROVIDE EW COCRETE CARRIAGE WALK 638TH STREET BARBARA MORRIS LIVIG TRUST & KAY H GRIFFITHS ET AL 8TH STREET SAITARY LATERAL 64 8TH STREET RACHEL HASE PROVIDE EW COCRETE DRIVEWAY APRO 24-I CURB AD GUTTER PROVIDE CURB RAMP WITH DETECTABLE WARIG PAEL 68 8TH STREET CHRISTOPHER JESE STR. STR. TYPE STA/OFFSET RIM/BOC PRAIRIE STREET SIZE(OUT) I.E. AT STR. 886 PRAIRIE STREET LESTER & JAIS KLAETSCH CURB RAMP AD REPLACE CURB HEAD SECTIO CURB DOWSTREAM SLOPE, % LEGTH, FT REMOVE EXISTIG PEDESTRIA SECTIO OF CURB WITH FULL CASTIG IL-8.2 2X3 / 8.'LT % R-367 R IL-8.3 2X3 / 8.'RT % R-367 R PROTECT AD ADJUST EXISTIG STORM ILET I.E. TYPE GRATE + 8TH " IL-8.2 4" 4" ' " IL-8.3 PROVIDE STOE TRACKIG PAD AT COSTRUCTIO SITE EXITS PER DR TECH STADARD 7 ISTALL AD MAITAI ILET PROTECTIO REMOVE EXISTIG APPROXIMATE EXISTG RIGHT-OF-WAY 8-ICH VALVE S/REDUCER - WEST MJ CAP - ORTH STA. 9+ /.' LT STUMP 78 GALEA STREET BREDA GARLAD PROPERTY PI 63 8TH STREET BARBARA SWIETLIK PROVIDE -ICH CORPORATIO STOP, CURB STOP, AD CURB BOX COECT 64 8TH STREET MARGARET PECKMA REPLACE SAITARY COE, RIGS, AD CASTIG (TYP) EXISTIG RIM = PROPOSED RIM = REMOVE EXISTIG COCRETE SIDEWALK 78 PRAIRIE STREET PHIL & JUDITH RAY LIVIG TRUST FIRE HYDRAT 6-ICH LEAD AD VALVE STA /23.'RT BURY LIE ELEV.=777.4 PROPOSED ASPHALT PAVEMET LIMITS STORM ILET PROTECT AD ADJUST EXISTIG STORM ILET FEET TO EXISTIG SERVICE % PI 6+. El IL. 8.2 FLOWLIE OF PROPOSED RIM % PROPOSED CETERLIE PROFILE +.4% PI 7+3. El % TOP OF EXISTIG TOP OF EXISTIG CETERLIE PROFILE -.4% STA 9+3. El FLOW LIE OF EXISTIG PLA AD PROFILE 8TH STREET 28 PUBLIC W ORKS IM PROVEM ETS LF - D.I IE S IE E. 77 MAITAI A MIIMUM OF OF COVER BETWEE STORM LEAD AD FLOW LIE OF EXISTIG SAITARY SEWER PROVIDE ISULATIO WHERE MIIMUM COVER CA OT BE ACHIEVED MAITAI A MIIMUM OF COVER BETWEE AD SAITARY LATERALS CETERLIE PROPOSED CETERLIE S:\MAD\3--399\38\9\Drawings\CAD\Micros\Plan\8th Street - Working Drawings\PP_8TH ST2.dgn user: matth 2/6/28 9:46:22 AM

15 2TH STREET DARI & SARAH FROSCH PROPOSED ASPHALT PAVEMET LIMIT RIGS AD CASTIG UTILITY PEDESTAL TO BE EXISTIG RIM = PROPOSED RIM = MOVED BY UTILITY COMPAY REPLACE EXISTIG MAHOLE TH STREET IL-. IL-.2 PROVIDE STOE TRACKIG PAD AT COSTRUCTIO SITE EXITS PER DR TECH STADARD 7 22 TH STREET GREGG & LY COEE PROVIDE ISULATIO OVER AT ALL STORM SEWER CROSSIGS 24-I CURB AD GUTTER REMOVE EXISTIG APRO EDWALL AD I WAY. ABADO EXISTIG GRAD AVEUE STR. STR. TYPE " STA/OFFSET PROVIDE CURB RAMP WITH DETECTABLE WARIG PAEL RIM/BOC SIZE(OUT) I.E. AT STR. 3 GRAD AVE. PRIARIE DU SAC, VILLAGE OF DOWSTREAM SLOPE, % LEGTH, FT CASTIG IL-9. 2X3 / 2.'LT % R-367 L IL-9.2 2X3 / 2.'RT % R-367 L IL-. 2X3 / 39.3'LT % R-367 R IL-.2 2X3 / 38.4'LT % R-367 L IL-. 2X3 / 2.'RT % R-367 L IL-.2 2X3 / 2.'LT % R-367 L IL-2. 2X3 / 39.'RT % R-367 R IL-2.2 2X3 / 39.6'RT % R-367 R 4' DIA -9.3 / 8.'RT % R- B 4' DIA -.3 / 8.'RT % R- B ' DIA -.3 / 8.'RT % R- B 4' DIA -2.3 / 39.'RT % R- B I.E. TYPE PROVIDE EW -FT WIDE GRATE COCRETE SIDEWALK 3+ GRAD IL PROPOSED RIM = IL-. " ADJUST EXISTIG VALVE BOX -.3 EX REPLACE EXISTIG MAHOLE RIGS AD CASTIG EXISTIG RIM = GRAD IL-9.2 PROVIDE EXTESIO WITH COCRETE PLUG PER SPECIAL PROVISIOS REMOVE EXISTIG TREE PROVIDE -ICH CORPORATIO STOP, CURB STOP, AD CURB BOX COECT TO EXISTIG SERVICE PROVIDE EW 4-FT WIDE COCRETE SIDEWALK IL-.2 ISTALL AD MAITAI ILET PROTECTIO IL IL-2. PROPERTY PI COECT TO EXISTIG MAHOLE PROVIDE EW COCRETE DRIVEWAY APRO GRAD AVE. JOSHUA DVORAK FEET STA El CETERLIE PROFILE 9.3 RIM RIM GRAD AVE. THOMAS SEILER PROPOSED CETERLIE PROFILE FLOWLIE OF PROPOSED APPROXIMATE EXISTG RIGHT-OF-WAY 23 4TH STREET JAMES & MARY HAMBRECHT CURB ISTALL 4' MAHOLE STA /39.'RT COECT TO EXISTIG.3 RIM 77.6 EX RIM TH STREET REPLACE EXISTIG MAHOLE RIGS AD CASTIG EXISTIG RIM = PROPOSED RIM = REMOVE EXISTIG STORM ILET AD ABADO ILET LEAD 32 GRAD AVE. DEBRA TREIE PLA AD PROFILE GRAD AVEUE 28 PUBLIC W ORKS IM PROVEM ETS -.% ISTALL AD PLUG 7.7 LF 28.8 LF LF IE IE S IE W IE E IE W IE IE E TOP OF EXISTIG FLOW LIE OF EXISTIG SAITARY SEWER IE IE W IE S IE E IE W IE S. 763 IE CETERLIE PROPOSED CETERLIE S:\MAD\3--399\38\9\Drawings\CAD\Micros\Plan\Grand Avenue - Working Drawings\PP_GRAD.dgn user: matth 2/6/28 9:46:23 AM

16 3+ CURB 24 GRAD AVE. JOSEPH & ROSE LAMBERTY PROVIDE CURB RAMP WITH DETECTABLE WARIG PAEL PROVIDE EW -FT WIDE COCRETE SIDEWALK APPROXIMATE EXISTG RIGHT-OF-WAY " PROPOSED ASPHALT PAVEMET LIMIT ADJUST EXISTIG VALVE BOX GRAD AVEUE " Ext I CURB AD GUTTER " PROVIDE EW 4-FT WIDE COCRETE SIDEWALK HYDRAT 2 3TH STREET RACHEL ZADER & MATTHEW SCHUMACHER STORM ILET PROVIDE STOE TRACKIG PAD AT COSTRUCTIO SITE EXITS PER DR TECH STADARD 7 PI " El 77.2 PROPOSED CETERLIE PROFILE STA El TH STREET 23 MAPLE STREET PRIARIE JT SCHOOL DISTRICT O 3 ISTALL AD MAITAI ILET PROTECTIO CETERLIE PROFILE FLOWLIE OF EXISTIG FEET PLA AD PROFILE GRAD AVEUE 28 PUBLIC W ORKS IM PROVEM ETS 77 -.% +.3% CETERLIE FLOW LIE OF EXISTIG 7 TOP OF EXISTIG PROPOSED CETERLIE SAITARY SEWER S:\MAD\3--399\38\9\Drawings\CAD\Micros\Plan\Grand Avenue - Working Drawings\PP_GRAD2.dgn user: matth 2/6/28 9:46:24 AM

17 I VE P I EROSIO STRAW WATTLES PROPOSED CETERLIE OF TRAIL TREES DR + PAVEMET EDGE RI D ' 4 PAVEMET SILT FECE + 72 P I T ST OS PO P GE EDGE OF TRAIL ' W V S WT V TO W P A PV ST SE T PO POS P I PROVIDE STOE TRACKIG PAD AT COSTRUCTIO SITE EXITS VW PER DR TECH STADARD 7 V + W V REMOVE AD REPLACE + EXISTIG 4-FT SIDEWALK EXISTIG 2-FT T R A IL + P I COTOURS P I PROPOSED TRAIL SLOPE ITERCEPT LIE REPLACE EXISTIG STORM P I MAHOLE CASTIG LID TAPER SIDEWALK CROSS EXISTIG RIGHT-OF- SLOPE TO.% TOWARDS WAY LIE THE PROPOSED TRAIL ISTALL AD MAITAI EROSIO BALES EDGE OF TRAIL CLEAR ZOE RRAP PROPOSED TRAIL 84 PROPOSED CETERLIE PROFILE 83. %. %. %. % El 8 32 El PI % 2. + % PI EL 8. 6 El L = ' 73+4 EL % 8 PI EL L = ' El %. % CETERLIE PROFILE PI EL El PI MATCH PT SAU K CO U TY,W ISCO SI 84 VILLAG E O F PRAIRIE DU SAC DITCH LIE AD OUTFALL 28 PU BLIC W O RK S IM PRO VEM E TS PLA A D PRO FILE O RTH RIDG E TRAIL FEET % CETERLIE PROPOSED CETERLIE S:\MAD\3--399\38\9\Drawings\CAD\Micros\Plan\orth Ridge Bike Path - Workings Drawings\PP_PATH.dgn user: matth 73+ 2/6/ :42:46 AM ASSOCIATES 7+ 7

18 L AI 7+ TR PROPOSED CETERLIE OF TRAIL SILT FECE CLEAR BRUSH I EDGE OF TRAIL + SIGHT TRIAGLE PAVEMET 4 ' ' 76 + GRADE DITCH FROM EDWALL TO EXISTIG LOW POIT 8-I RCP APRO EDWALL WITH R RAP IVERT EL SAWCUT AD PAVEMET EDGE PROPOSED TRAIL SLOPE ITERCEPT LIE PAVEMET ISTALL AD MAITAI DITCH LIE PROPOSED TRAIL EROSIO BALES LF OF 8-I 2.% GU Y EXISTIG RIGHT-OFWAY LIE G R EA T DITCH COTOURS GU Y FEET CETERLIE PROFILE 8 7% 82 8 MATCH PT El L = ' PI77+. El % EL % EL PI L = 2' EL EL PROPOSED CETERLIE PROFILE SAU K CO U TY,W ISCO SI EXISTIG GU Y EXISTIG 2-FT VILLAG E O F PRAIRIE DU SAC GRADE TO MATCH IVERT EL PU BLIC W O RK S IM PRO VEM E TS GU Y WITH R RAP PLA A D PRO FILE WIRE O RTH RIDG E TRAIL CLEAR ZOE 8-I RCP APRO EDWALL SA U K T R AI L EDGE OF TRAIL 8 2. % I RCP I.E CETERLIE PROPOSED CETERLIE $FILE$ ASSOCIATES $USER$ $DATE$ $TIME$

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