2018 PUBLIC WORKS IMPROVEMENTS FOR THE VILLAGE OF WAUNAKEE DANE COUNTY, WISCONSIN 2018

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1 18 PUBLI WO IMPROVEMENTS FOR THE DANE OUNTY, WISONSIN 18 KOPP RD LIST OF DRAWINGS PROJET LOATIONS SANTA FE TRAIL TOPEKA TRAIL HEYENNE PASS DRAWING TITLE TITLE STANDARD NOTES AND DETAILS EROSION ONTROL NOTES NO VILLAGE OF WAUNAKEE N FIFTH ST RAYMOND RD AGNES AVE STH 19 S ENTURY AVE W EST ST N M ADISON ST EROSION ONTROL PLAN TYPIAL SETIONS HOLIDAY DRIVE INTERSETION DETAILS PLAN AND PROFILE - KOPP ROAD PLAN AND PROFILE - SANTA FE TRAIL PLAN AND PROFILE - TOPEKA TRAIL PLAN AND PROFILE - HEYENNE PASS ROSS SETIONS - KOPP ROAD ENTENNIAL PKWY ROSS SETIONS - SANTA FE TRAIL - ROSS SETIONS - TOPEKA TRAIL ROSS SETIONS - HEYENNE PASS -9 9 West Wingra Drive Madison, WI fax WOODLAND DR PASADENA PKW Y HOLIDAY DR TH Q ONTRAT NO A S S O I A T E S NO SALE S:\MAD\ \162\122\Micros\PLAN\1_Title Sheet.dgn user: matthewsr 2/16/18 11:43:33 AM

2 7 STANDARD SYMBOLS ONTROL POINT TABLE PROPERTY LINE AND/OR RIGHT OF WAY EXISTING RP 24" NEW RP TEMPORARY EASEMENT PERMANENT EASEMENT ON SEWER 6" NO. DERTION NORTHING EASTING I.Ṗ IRON PE TOPEKA TRAIL, SANTA FE TRAIL, HEYENNE PASS PROPERTY IRON BENH MARK BURIED TELEPHONE ABLE PEDESTAL EXISTING UTILITY POLE LIGHT POLE TELEPHONE POLE MAIL BOX ROAD SIGN OBJETS TO BE REMOVED DEIDUOUS TREE ONIFEROUS TREE BUSH/TREE LINE PAVED ROAD EXISTING ULVERT EXISTING ULVERT IN PROFILE EXISTING DITHLINE VARIES ONNET TO EXISTING RP ONRETE OLLAR ONNETION NOTES: 1. ONNETION SHALL BE MADE TO BELL END OF EXISTING RP " ONRETE OLLAR SHALL BE FORMED AND POURED OVER RP ONNETION JOINT ENTERED OVER THE END OF THE BELL RP TO RP ONNETION DETAIL NO SALE VARIES 7 " 2'-" 6" 2'-6" RAMP SETION -INH URB AND GUTTER NO SALE 6" 6 " MAGNAIL, SE RAMP AT TOPEKA/MADISON MAGNAIL, N URB AT TOPEKA/MARGURITE MAGNAIL, DWY/SW OF HEYENNE PASS MAGNAIL, E URB AT SANTA FE/HEYENNE MAGNAIL, SE RAMP HEYENNE/LEXINGTON MAGNAIL, URB 31 SANTA FE TRAIL MAGNAIL, SE RAMPS AT SANTA FE/MADISON KOPP ROAD MAGNAIL, SW URB AT PEBBLEBROOK/KOPP MAGNAIL, SE URB AT KOPP/VANDERBILT ' E OF KOPP/OUNTRYSIDE S URB ORIGINAL GROUND IN PROFILE EXISTING ONTOUR FENE GUARD RAIL SILT FENE STRAW BALE BARRIER BENHMARK TABLE ONTROL POINT NO. LOATION DESRTION ELEV. GUY WIRE 6" W SAN 6" SAN 6" 4" SEP SV WELL AUTION SEPTI SEPTI VENT WELL NOTATION FOR OMBUSTIBLE FLUIDS NEW WATERMAIN NEW WATER MAIN AND FIRE HYDRANT WITH AUXILIARY VALVE NEW WATER MAIN VALVE EXISTING SANITARY SEWER AND MANHOLE NEW SANITARY SEWER AND MANHOLE NEW FORE MAIN FIBER OPTI STORM SEWER SANITARY SEWER WATER MAIN TELEPHONE OR TV ABLE TYPE B SEWER LATERAL/ 18-INH, MIN. WATER MAIN SEPARATION WATER MAIN TYPE A INSULATION (IF OVER IS NEW WATER MAIN LESS THAN 6.') SEWER LATERAL/ 6-INH WATER MAIN SEPARATION, MIN. NOTE: ADDITIONAL FITTINGS MAY BE NEEDED TO AVOID ONFLIT WITH EXISTING UTILITES. 1 2" MILL EXISTING PAVEMENT SURFAE PRIOR TO SURFAE OURSE PAVING SAWUT AT PROJET LIMITS TOPEKA TRAIL, SANTA FE TRAIL, HEYENNE PASS NE QUADRANT OF MADISON/TOPEKA TOP NUT HYDRANT NE QUADRANT OF TOPEKA/MARGURITE TOP NUT HYDRANT IN FRONT OF 7 TOPEKA TRAIL ON EAST SIDE TOP NUT HYDRANT SE QUADRANT OF HEYENNE/SANTA FE TOP NUT HYDRANT SE QUADRANT OF HEYENNE/LEXINGTON TOP NUT HYDRANT IN FRONT OF 311 SANTA FE TRAIL ON EAST SIDE TOP NUT HYDRANT 9.4 NE QUADRANT OF MADISON/SANTA FE TOP NUT HYDRANT KOPP ROAD SW QUADRANT OF KOPP/PEBBLEBROOK TOP NUT HYDRANT SE QUADRANT OF KOPP/VANDERBILT TOP NUT HYDRANT ' WEST OF KOPP/OUNTRYSIDE TOP NUT HYDRANT STANDARD NOTES AND DETAILS 18 PUBLI W O IM PROVEM ENTS VILLAGE OF W AUNAKEE DANE OUNTY, W ISONSIN GAS MAIN UNDERGROUND ELETRI ABLE EXISTING UTILITIES/WATER MAIN ONFLITS ASPHALT BUTT JOINT SAWUT AND MILL DETAIL NO SALE Toll Free (8) Milwaukee Area (414) Hearing Impaired TDD (8) GENERAL NOTES: 1) ALL WORK SHALL ONFORM TO THE STANDARD SPEIFIATIONS FOR UTILITY AND STREET ONSTRUTION. 2) EROSION ONTROL ITEMS SHALL BE INSTALLED PRIOR TO ANY GROUND DISTURBANE OPERATIONS. EROSION ONTROL ITEMS INLUDE, BUT ARE NOT UTILITY OWNERS LIMITED TO, SILT FENE, INLET PROTETION, STONE TRAKING PAD, ROK HEKS, ROK BEDS, AND DITH HEKS. 3) ALL DISTURBED AREAS WITH SLOPES STEEPER THAN 4:1 SHALL BE RESTORED WITH SALVAGED TOPSOIL, SEED, AND LASS 1 - TYPE B EROSION ABLE ELETRI ELETRI PROJET MGR. MAT. ALL OTHER AREAS SHALL BE RESTORED WITH SALVAGED TOPSOIL, SEED AND MULH. ALL MULH SHALL BE INSTALLED PER WDNR TEHNIAL STANDARD HARTER OMMUNIATIONS AT ALLIANT ENERGY DANIELS STREET 2 FEN OAK OURT 6462 BLANHARS ROSSING 4) AREAS OF THE SITE THAT ARE DISTURBED SHALL HAVE STABILIZATION MEASURES APPLIED WITHIN 7 DAYS OF REAHING FINAL GRADE. MADISON, WI 3718 MADISON, WI 3718 WINDSOR, WI 398 ) EROSION ONTROL ITEMS SHOWN ON THE PLAN S REPRESENT THE MINIMUM AMOUNT REQUIRED. ATUAL LOATIONS AND QUANTITIES OF EROSION MR. KIRK UPPERMAN MR. JIM OLSON MR. BRAND SMITH ONTROL SHALL BE DETERMINED IN THE FIELD BY THE ONTRATOR AND APPROVED BY THE ENGINEER. (68) 9-36 (68) (68) ) PROVIDE INLET PROTETION TYPE D FOR ALL INLETS. 7) THE LOATION AND TYPE OF FITTINGS SHOWN ON THE DRAWINGS ARE APPROXIMATE. ONTRATOR SHALL PROVIDE ALL NEESSARY FITTINGS GAS TELEPHONE ELETRI, WATER, AND SANITARY TO OMPLETE UTILITY INSTALLATION AT NO ADDITIONAL OST TO OWNER. 8) EXISTING UTILITIES, PROPERTY LINES AND RIGHT-OF-WAY LINES SHOWN ARE APPROXIMATE. ONTRATOR SHALL FIELD VERIFY EXAT LOATIONS. 9) LOATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. ONTRATOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXAT LOATION, SIZE, MATERIAL AND ELEVATION OF EXISTING UTILITIES. ) ALL EXISTING SIGNAGE AND MAILBOXES SHALL BE PROTETED. ONTRATOR SHALL SALVAGE AND RE-SET EXISTING SIGN OR MAILBOX IF NEESSAY. ONTRATOR SHALL BE RESPONSIBLE FOR ANY DAMAGE OURING TO EXISTING SIGNS AND MAILBOXES DURING ONSTRUTION ATIVITIES. ONTRATOR SHALL PROVIDE TEMPORARY MAIL SERVIES TO RESIDENTS WHEN STREET IS NOT AESIBLE OR MAIL BOXES ARE OUT OF SERVIE. MADISON GAS & ELETRI P.O. BOX 1231 MADISON, WI 371 MR. STEVE BEVERSDORF (68) MR. ROGER AHLES (68) TDS TELEOM 2 JUNTION ROAD MADISON, WI 3717 MR. JERRY MYERS (68) SHARA BEST (68) WAUNAKEE UTILITIES 322 MORAVIAN VALLEY ROAD WAUNAKEE, WI 397 RANDY DORN - WATER/SEWER DAVE DRESEN - ELETRI (68) A S S O I A T E S 2 S:\MAD\ \162\122\Micros\PLAN\2_Detail.dgn user: matthewsr 2/16/18 11:43:34 AM

3 EROSION ONTROL NOTES 1. WDNR ERTIFIATE OF PERMIT OVERAGE ON SITE AND MAINTAIN UNTIL ONSTRUTION ATIVITIES HAVE EASED, THE SITE IS STABILIZED, AND A NOTIE OF TERMINATION IS FILED WITH WDNR. 2. KEEP A OPY OF THE URRENT EROSION ONTROL PLAN ON SITE THROUGHOUT THE DURATION OF THE PROJET. 3. SUBMIT PLAN REVISIONS OR AMENDMENTS TO THE WDNR AT 1. INSTALL AND MAINTAIN SILT FENING PER WDNR TEHNIAL STANDARD SILT FENE #6. REMOVE SEDIMENT FROM BEHIND SILT FENES AND SEDIMENT BARRIERS BEFORE SEDIMENT REAHES A DEPTH THAT IS EQUAL TO ONE-HALF OF THE FENE AND/OR BARRIER HEIGHT. 12. REPAIR BREAKS AND GAPS IN SILT FENES AND BARRIERS IMMEDIATELY. REPLAE DEOMPOSING STRAW BALES (TYPIAL BALE LIFE IS 3 MONTHS). LOATE, INSTALL, AND MAINTAIN STRAW. RESPONSIBLE PARTY TO UPDATE THE LAND DISTURBANE PERMIT TO INDIATE THE ANTIATED OR LIKELY DISPOSAL LOATIONS FOR ANY EXAVATED SOILS OR ONSTRUTION DEBRIS THAT WILL BE HAULED OFF-SITE FOR DISPOSAL. THE DEPOSITED OR STOKPILED MATERIAL NEEDS TO INLUDE PERIMETER SEDIMENT ONTROL MEASURES (SUH AS SILT FENE, HAY BALES, FILTER SOKS, OR OMPATED EARTHEN BERMS). LEAST DAYS PRIOR TO FIELD IMPLEMENTATION. BALES PER WDNR TEHNIAL STANDARD DITH HEKS # FOR NON-HANNELIZED FLOW ON DISTURBED OR 4. ONTRATOR IS RESPONSIBLE FOR ROUTINE SITE INSPETIONS 13. INSTALL AND MAINTAIN FILTER SOKS IN AORDANE WITH ONSTRUTED SLOPES, PROVIDE LASS ITYPE A AT LEAST ONE EVERY 7 DAYS AND WITHIN 24 HOURS AFTER A WDNR TEHNIAL STANDARD INTERIM MANUFATURED PERIMETER EROSION ONTROL MATTING. SELET EROSION MATTING RAINFALL EVENT OF. INHES OR GREATER. KEEP INSPETION ONTROL AND SLOPE INTERRUPTION PRODUTS # 71. FROM APPROPRITE MATRIX IN WDOT'S WISDOT PRODUT REPORTS ON-SITE AND MAKE THEM AVAILABLE UPON REQUEST. AEPTABILITY LIST (PAL); INSTALL AND MAINTAIN PER 14. IMMEDIATELY STABILIZE STOKPILES AND SURROUND WDNR TEHNIAL STANDARD NON-HANNEL EROSION. INSPET AND MAINTAIN ALL INSTALLED EROSION ONTROL STOKPILES AS NEEDED WITH SILT FENE OR OTHER PERIMETER MAT #2. PRATIES UNTIL THE ONTRIBUTING DRAINAGE AREA HAS BEEN ONTROL IF STOKPILES WILL REMAIN INATIVE FOR 7 DAYS OR STABILIZED. LONGER. 22. FOR HANNELIZED FLOW ON DISTURBED OR ONSTRUTED AREAS, PROVIDE LASS SPEIFY LASS I 6. WHEN POSSIBLE: PRESERVE EXISTING VEGETATION (ESPEIALLY 1. IMMEDIATELY STABILIZE ALL DISTURBED AREAS THAT WILL TYPE B EROSION ONTROL MATTING. SELET EROSION ADJAENT TO SURFAE WATERS), MINIMIZE LAND-DISTURBING ONSTRUTION ATIVITY ON SLOPES OF % OR MORE, MINIMIZE SOIL OMPATION, AND PRESERVE TOPSOIL. 7. REFER TO THE WDNR STORMWATER ONSTRUTION TEHNIAL STANDARDS AT /const_standards.html. 8. INSTALL PERIMETER EROSION ONTROLS AND ROK TRAKING PAD ONSTRUTION ENTRANE(S) PRIOR TO ANY LAND-DISTURBING ATIVITIES, INLUDING LEARING AND GRUBBING. USE WDNR TEHNIAL STANDARD STONE TRAKING PAD AND TIRE WASHING #7 FOR ROK ONSTRUTION ENTRANE(S). 9. INSTALL INLET PROTETION PRIOR TO LAND-DISTURBING ATIVITIES IN THE ONTRIBUTING DRAINAGE AREA AND/OR IMMEDIATELY UPON INLET INSTALLATION. OMPLY WITH WDNR TEHNIAL STANDARD STORM DRAIN INLET PROTETION FOR ONSTRUTION SITES #6. REMAIN INATIVE FOR 14 DAYS OR LONGER. BETWEEN SEPTEMBER 1 AND OTOBER 1: STABILZE WITH MULH, TAKIFIER, AND A PERENNIAL SEED MIXED WITH WINTER WHEAT, ANNUAL OATS, OR ANNUAL RYE, AS APPROPRIATE FOR REGION AND SOIL TYPE OTOBER 1 THROUGH OLD WEATHER: STABILIZE WITH A POLYMER AND DORMANT SEED MIX, AS APPROPRIATE FOR REGION AND SOIL TYPE. 16. STABILIZE AREAS OF FINAL GRADING WITHIN 7 DAYS OF REAHING FINAL GRADE. 17. SWEEP/LEAN UP ALL SEDIMENT/TRASH THAT MOVES OFF-SITE DUE TO ONSTRUTION ATIVITY OR STORM EVENTS BEFORE THE END OF THE SAME WORKDAY OR AS REQUESTED BY OWNER. SEPARATE SWEPT MATERIALS (SOILS AND TRASH) AND DISPOSE OF APPROPRIATELY. 18. ONTRATOR IS RESPONSIBLE FOR ONTROLLING DUST PER WDNR TEHNIAL STANDARD DUST ONTROL ON ONSTRUTION SITES # 68. MATTING FROM APPROPRIATE MATRIX IN WDOT'S WSIDOT PRODUT AEPTABILITY LIST (PAL); INSTALL AND MAINTAIN PER WDNR TEHNIAL STANDARD HANNEL EROSION MAT # INSTALL ADDITIONAL EROSION AND SEDIMENT ONTROL MEASURES (SUH AS TEMPORARY SEDIMENT BASINS, DITH HEKS, EROSION ONTROL MATTING, SILT FENING, FILTER SOKS, WATTLES, SWALES, ET.), AS NEESSARY FOR THE PROJET. 24. ONTRATOR IS RESPONSIBLE FOR MAINTAINING TRAKING PAD AT TRUK EXIT SITES THROUGHOUT ALL ONSTRUTION PHASES EROSION ONTROL NOTES 18 PUBLI W O IM PROVEM ENTS VILLAGE OF W AUNAKEE DANE OUNTRY, W ISONSIN. STAGE ONSTRUTION GRADING ATIVITIES TO MINIMIZE THE 19. PROPERLY DISPOSE OF ALL WASTE AND UNUSED UMULATIVE EXPOSED AREA. ONDUT TEMPORARY GRADING FOR ONSTRUTION MATERIALS (INLUDING GARBAGE, DEBRIS, LEANING EROSION ONTROL PER WDNR TEHNIAL STANDARD TEMPORARY WASTES, OR OTHER ONSTRUTION MATERIALS) AND DO NOT GRADING PRATIES FOR EROSION ONTROL #67. ALLOW THESE MATERIALS TO BE ARRIED BY RUNOFF INTO THE REEIVING HANNEL PROJET MGR. A S S O I A T E S 3 S:\MAD\ \162\122\Micros\PLAN\ErosionontrolDetailSheet.dgn user: matthewsr 2/16/18 11:43:36 AM

4 ENDRES LEGEND 83 N MADISON ST DAY FUELLE INLET PROTETION - TYPE D 9 SANTA FE TRAIL 31SANTA FE TRAIL TP TRAKING PAD HRISTOPH 7 SANTA FE TRAIL SANTA FE TRAIL TOPSOIL, SEED, MULH GENERAL DRAINAGE DIRETION + N GV SLOPE INTEREPT (TYP.) SANTA FE TRAIL + SF + SF 11+ SF + SF 12+ SF + SF 13+ SF + SF 14+ SF + SF 1+ SF + SF TP 1+ BARMAN SMITH 6 SANTA FE TRAIL ZAUNER 8 SANTA FE TRAIL BELL 3 SANTA FE TRAIL 4 SANTA FE TRAIL FEET 8 N M ADISON ST ZIEGLER FUELLE 31SANTA FE TRAIL LEGEND INLET PROTETION - TYPE D TP TRAKING PAD TOPSOIL, SEED, MULH GENERAL DRAINAGE DIRETION 1+ N HELT 312 SANTA FE TRAIL ELLIS LIVING TR 313 SANTA FE TRAIL SLOPE INTEREPT (TYP.) + SF 16+ SF + SF MESKE 314 SANTA FE TRAIL LAMP 31 SANTA FE TRAIL 17+ SF 77 N MADISON ST NAGEL 316 SANTA FE TRAIL + SF 317 SANTA FE TRAIL TRUBY MINER 18+ SF + SF 318 SANTA FE TRAIL POOLE 319 SANTA FE TRAIL 19+ SF POWELL 3 SANTA FE TRAIL HENGOUL/KAKI 321SANTA FE TRAIL GV + SF N M ADISON ST + SF SANTA FE TRAIL + SF 21+ SF GV HEYENNE PASS 23+ TP + TP 24+ TP + TP 21+ Ext EROSION ONTROL PLAN SANTA FE TRAIL 18 PUBLI W O IM PROVEM ENTS VILLAGE OF W AUNAKEE DANE OUNTY, W ISONSIN PROJET MGR. A S S O I A T E S FEET 8 4 S:\MAD\ \162\122\Micros\PLAN\3_SantaFe_Erosion ontrol.dgn user: matthewsr 2/16/18 11:43:37 AM

5 LEGEND ULRIH TP INLET PROTETION - TYPE D TRAKING PAD LAUFENBERG 73 N MADISON ST ARSON TOPEKA TRAIL LUGO 7 TOPEKA TRAIL DORN 9 TOPEKA TRAIL 31TOPEKA TRAIL 1TOPEKA TRAIL TOPSOIL, SEED, MULH GENERAL DRAINAGE DIRETION N + FEET 8 N MADISON ST GV SLOPE INTEREPT (TYP.) STATZ/OYLE 67 N MADISON ST WERNEKE + TP + TP 11+ TP + TP 12+ TP + TP 13+ TP + TP 14+ TP + TP 1+ TP + TP TP TOPEKA TRAIL HAMPTON 4 TOPEKA TRAIL 6 TOPEKA TRAIL KRUHTEN 3 TOPEKA TRAIL 8 TOPEKA TRAIL KRUHTEN 78 MARGURITE ST MARGURITE ST 1+ LEGEND INLET PROTETION - TYPE D 1TOPEKA TRAIL TP TRAKING PAD TOPSOIL, SEED, MULH GENERAL DRAINAGE DIRETION 3 TOPEKA TRAIL SLOPE INTEREPT (TYP.) TOPEKA TRAIL PLOESSL 7 TOPEKA TRAIL 19+ TP + TP HEYENNE PASS FREDERIKSON 2 HEYENNE PASS EROSION ONTROL PLAN TOPEKA TRAIL 18 PUBLI W O IM PROVEM ENTS VILLAGE OF W AUNAKEE DANE OUNTY, W ISONSIN 1+ + TP 16+ TP + TP 17+ TP + TP 18+ TP + TP MILLER HEYENNE PASS N TOPEKA TRAIL PROJET MGR. ROLSTAD 8 TOPEKA TRAIL SHMID TOPEKA TRAIL VIRNIG PERTZBORN 4 TOPEKA TRAIL DEPPEN 6 TOPEKA TRAIL FEET 8 2 TOPEKA TRAIL A S S O I A T E S S:\MAD\ \162\122\Micros\PLAN\4_Topeka_Erosion ontrol.dgn user: matthewsr 2/16/18 11:43:38 AM

6 W V LEGEND TP INLET PROTETION - TYPE D TRAKING PAD ENDRES 1 HEYENNE PASS ROSS 3 HEYENNE PASS BRIGHT TOPSOIL, SEED, MULH HEYENNE PASS 7 HEYENNE PASS GENERAL DRAINAGE DIRETION + TP + TP TP 21+ TP + TP SANTA FE TRAIL GV + SF 21+ SF 22+ TP + TP 23+ TP + TP 24+ TP W V SLOPE INTEREPT (TYP.) W V W V + TP 2+ TP 2+13 HEYENNE PASS FREDERIKSON DRESEN 2 HEYENNE PASS N DEORAH 6 HEYENNE PASS HEYENNE PASS SPIER 62 HEYENNE PASS FEET 8 AKER KLEINERT 8 HEYENNE PASS LEGEND INLET PROTETION - TYPE D TP TRAKING PAD TOPSOIL, SEED, MULH GENERAL DRAINAGE DIRETION 2+1 TERRY 63 HEYENNE PASS 4 HEYENNE PASS SLOPE INTEREPT (TYP.) VAN DEELEN 6 HEYENNE PASS BREYER 6 HEYENNE PASS 67 HEYENNE PASS HEYENNE PASS LEXINGTON DRIVE FELL LEXINGTON DRIVE QUINN EROSION ONTROL PLAN HEYENNE PASS 18 PUBLI W O IM PROVEM ENTS VILLAGE OF W AUNAKEE DANE OUNTRY, W ISONSIN 2+ TP + TP 26+ TP + TP 27+ TP + TP 28+ TP + TP 29+ TP 29+ TP W V 7 LEXINGTON DRIVE W V W V W V PROJET MGR. N DAVIDSON 64 HEYENNE PASS ADAMS 66 HEYENNE PASS RAPP/KOHLMAN 68 HEYENNE PASS TEETZEN 6 HEYENNE PASS GRUNDAHL 61LEXINGTON DRIVE A S S O I A T E S FEET 8 6 S:\MAD\ \162\122\Micros\PLAN\_Topeka_Erosion ontrol.dgn user: matthewsr 2/16/18 11:43:39 AM

7 R/W ' ONRETE SIDEWALK, -IN (7-IN THROUGH DRIVEWAYS) 6" RUSHED STONE BASE OURSE (TYP.) 8' GRADE VARIES EXISTING 66' RIGHT-OF-WAY ~ AND ` POINT REFERRED TO IN PROFILES 19' 19' 16.' 16.' 2% (TYP.) 2% (TYP.) 1' " OF BASE OURSE. 4-IN ASPHALTI ONRETE PAVEMENT 14" LOWER LAYER OF 3" DENSE GRADED BASE 2-IN LOWER LAYER 6" UPPER LAYER OF 1-1/4" DENSE GRADED BASE 2-IN UPPER LAYER 8' GRADE VARIES R/W ' (TYP.) 1' -IN URB AND GUTTER TOPEKA TRAIL, SANTA FE TRAIL, HEYENNE PASS TYPIAL SETION NO SALE R/W R/W EXISTING 66' RIGHT-OF-WAY ~ AND ` 18' 18' 2% MIN 4% MAX 2% MIN 4% MAX PROTET EXISTING URB AND GUTTER 4-IN ASPHALTI ONRETE PAVEMENT (TYP. BOTH SIDES) 2-IN LOWER LAYER 2-IN UPPER LAYER PULVERIZE EXISTING ASPHALT AND BASE OURSE. SHAPE TO PROVIDE ROWN, MINIMUM 2% ON SIDE WITH HIGHEST URB. REMOVE EXESS MATERIAL VIA MILLING. TYPIAL SETIO N S 18 PUBLI W O IM PROVEM ENTS VILLAGE OF W AUNAKEE DANE OUNTY, W ISONSIN HOLIDAY DRIVE TYPIAL SETION NO SALE 2' ' 9.' GRADE GRADE VARIES 2% MAX VARIES 16.67% MAX (TYP.) GRADE VARIES PROJET MGR. 2.-IN ASPHALT PATH SINGLE LIFT 1' 1' 12" RUSHED STONE BASE OURSE KOPP ROAD TYPIAL SETION NO SALE A S S O I A T E S 7 S:\MAD\ \162\122\Micros\PLAN\6_Typical Section.dgn user: matthewsr 2/16/18 11:43: AM

8 REVISIO N S DATE: ERI LANE PAVEMENT SAWUT AND ASPHALT BUTT JOINT MILLING (TYP.) MANHOLE ASTING TREATMENT (SEE TABLE) PULVERIZE ASPHALT, SHAPE ROWN, REMOVE EXESS SAN 4 ST-4 NO. MATERIAL, PAVE WITH ASPHALT STRING, 18-IN WHITE EPOXY, PROTET EXISTING ST- STOP BAR (TYP.) URB AND GUTTER STRING, 6-IN WHITE EPOXY, HOLIDAY DRIVE ROSS WALK (TYP.) SAN ADJUST EXISTING ST-3 SAN 2 HOLIDAY DRIVE SAN 1 ST-1 STANFORD DRIVE SP AH N DR I VE LOATION VILLAG E O F W AU N AK EE ST-2 DAN E O U N TY,W ISO N SIN WOODLAND DRI VE SAN 3 18 PU BLI W O RK S IM PRO VEM EN TS INIDENTAL) H O LIDAY DRIVE ENTENNI AL PARKWAY VALVE BOX (TYP., EXISTINGWATERVALVE BOXTREATMENT 14HOLIDAY REPLAE UPPERSETION HOLIDAY/SPAHN S SALVAGE, ADJUST EXISTING HOLIDAY/SPAHN W SALVAGE, ADJUST EXISTING HOLIDAY/SPAHN N REPLAE UPPERSETION HOLIDAY/ENTENNIALW REPLAE UPPERSETION HOLIDAY/ENTENNIAL S SALVAGE, ADJUST EXISTING HOLIDAY/ENTENNIAL E REPLAE UPPERSETION HOLIDAY/ENTENNIAL N SALVAGE, ADJUST EXISTING PROJET MGR. LOATION N FEET 1 2 S:\MAD\ \162\122\Micros\PLAN\7_HolidayDr.dgn user: matthewsr 2/16/18 EXISTING ASTINGTREATMENT HIMNEY SEAL 2"-4" YES 2"-4" YES SAN 1 SAN 2 SALVAGEEXISTING REPLAE W SALVAGE 2"-4" 11HOLIDAY SAN 3 1HOLIDAY SAN 4 HOLIDAY/ENTENNIAL SAN HOLIDAY/SPAHN SW NEW 4 1/2" NEW RINGS 12HOLIDAY HOLIDAY/SPAHN NEW 4 1/2" YES 2"-4" YES SALVAGEEXISTING 2"-4" SALVAGE,RESET ST-1 SALVAGEEXISTING "-2" NO HOLIDAY/SPAHNNW ST-2 SALVAGEEXISTING 2"-4" NO 11HOLIDAY ST-3 2"-4" NO HOLIDAY/ENTENNIALNW ST-4 SALVAGEEXISTING 2"-4" NO HOLIDAY/ENTENNIAL N ST- SALVAGEEXISTING 2"-4" NO 11:43:2 AM NEW 4 1/2" ASSOIATES 8

9 LEGEND LP LOW POINT 24+7 OG ON GRADE 9.68 EP EDGE OF PAVEMENT EOR END OF RADIUS SW HP ME SIDEWALK HIGH POINT MATH EXISTING MATH 92.9 MATH MATH OG INL % EOR-EP 1.2% 2.1% MATH % 7. % EOR-EP ME SW ME SW SW SW 92.8 SW SW 92.7 LP INL SANTA FE TRAIL HP SW +6 SANTA FE TRAIL SW 9.24 SW HP SW SW 9.24 SW 9.18 EOR-EP % 1.% EOR-EP TP MATH SF 11+ SF + SF % + SF 21+ SF SF 9.23 N MATH EOR-EP MATH MATH MATH N MADISON STREET 1.6% 1.1% EOR-EP % 3.6% GV OG INL SW SW SW SW ME SW ME SW N HP SW HP SW SW 9. SW 9.12 SW 9.28 SW 9. EOR-EP HP SW HP SW GV 6.6% 1.1% 1.% 6.6% HP MID-PT % HEYENNE PASS 23+ TP + TP 24+ TP EOR-EP EP % HP SW HP SW SW 9. SW 9.22 SW 9.22 SW 9.1 HP SW HP SW IN TERSETIO N DETAILS 18 PUBLI W O IM PROVEM ENTS VILLAGE OF W AUNAKEE DANE OUNTY, W ISONSIN PROJET MGR ZIEGLER 77 N MADISON ST A S S O I A T E S FEET FEET 9 S:\MAD\ \162\122\Micros\PLAN\8-_Intersection Detail Sheets.dgn user: matthewsr 2/16/18 11:43:3 AM

10 1.7% LEGEND LP OG LOW POINT ON GRADE ULRIH 31TOPEKA TRAIL EP EDGE OF PAVEMENT LAUFENBERG 1TOPEKA TRAIL EOR END OF RADIUS 73 N MADISON ST SW SIDEWALK HP ME HIGH POINT MATH EXISTING MATH 923. MATH 923. MATH EOR-EP % MATH % ME SW ME SW SW SW 923. SW SW MATH % LP INL % 4.3% EOR-EP SW SW TOPEKA TRAIL TOPEKA TRAIL OG INL SW SW LP INL % + TP + TP 11+ TP MATH MATH MATH % 1.6% MATH % EOR-EP % MATH MATH % 1.7% EOR-EP % 2.8% SW GV SW SW SW TP 1+ TP + TP EOR-EP SW SW SW SW % % 1.% EOR-EP % EOR-EP OG INL % EOR-EP OG INL % SW SW SW SW IN TERSETIO N DETAILS 18 PUBLI W O IM PROVEM ENTS VILLAGE OF W AUNAKEE DANE OUNTY, W ISONSIN ME SW % 2. % ME SW N N MADISON STREET ME SW ME SW STATZ/OYLE ME SW N 67 N MADISON ST MATH MATH MATH MARGURITE STREET ME SW SHMID TOPEKA TRAIL PROJET MGR. A S S O I A T E S FEET FEET S:\MAD\ \162\122\Micros\PLAN\8-_Intersection Detail Sheets.dgn user: matthewsr 2/16/18 11:43:3 AM

11 .8% LEGEND LP OG EP LOW POINT ON GRADE EDGE OF PAVEMENT FEL LEXINGT Q UINN 7 LEXINGTO GRU 61 LEXIN EOR END OF RADIUS SW SIDEWALK HP ME DWY HIGH POINT MATH EXISTING DRIVEWAY ME SW ME SW SW 933. SW % MATH SW SW 933. LEXINGTON DRIVE ME SW ME SW MATH MATH MATH MATH MATH OG INL EOR-EP EOR-EP FLAG N FEET 67 HEYENNE PASS ME SW ME SW SW 933. SW SW SW 933. HP SW HP SW % 6.% 1.%.8% HEYENNE PASS 28+ TP + TP 29+ TP 29+ TP EOR-EP OG INL EOR-EP % 7.% HP SW 28+ MATH SW SW SW SW HP SW TEETZEN SW SW 93.3 SW SW ME DWY ME DWY HEY ENNE PA SS ME SW ME SW IN TERSETIO N DETAILS 18 PUBLI W O IM PROVEM ENTS PROJET MGR. A S S O I A T E S VILLAGE OF W AUNAKEE DANE OUNTY, W ISONSIN 11 S:\MAD\ \162\122\Micros\PLAN\8-_Intersection Detail Sheets.dgn user: matthewsr 2/16/18 11:43:3 AM

12 .% SW 9.3 SW BO MATH 9.69 MATH 9.87 FEET SW 9.11 OUNTRYSIDE ROSSING 9 + KP REMOVE ONRETE SLABS ONRETE SIDEWALK, RAMPS, 7-IN SLOPE INTEREPT (TYP.) TOPSOIL, SEED, MULH OORDINATE ADJUSTMENT OR 23' WIDE GAS AND PEDESTRIAN EASEMENT ADJUST EXISTING SANITARY ASTING 9 BO SW + KP SW 9.4 SW KP RELOATION WITH UTILITY OMPANY 11+ KP + KP 12+ KP + KP 13+ KP 9 23' 9 EXISTING R/W REMOVE AND REPLAE ONRETE TRUNATED DOME URB AND GUTTER N DETETABLE WARNING PANEL, 2-FT X 2.-FT (TYP.) KOPP ROAD FEET KPALI. 87 PI % El % PROPOSED REFERENE LINE PROFILE APPROXIMATE EXISTING REFERENE LINE PROFILE -.% PI El % PLAN AND PROFILE KOPP ROAD PUBLI W O IM PROVEM ENTS VILLAGE OF W AUNAKEE DANE OUNTY, W ISONSIN NOGAP A S S O I A T E S S:\MAD\ \162\122\Micros\PLAN\PP_KP_1.dgn user: matthewsr 2/16/18 11:43:4 AM

13 7. % ONRETE SIDEWALK, RAMPS, 7-IN 23' WIDE GAS AND PEDESTRIAN EASEMENT OORDINATE ADJUSTMENT OR TRUNATED DOME REMOVE AND REPLAE ONRETE PROTET EXISTING TREES SLOPE INTEREPT (TYP.) RELOATION WITH UTILITY OMPANY DETETABLE WARNING PANEL, 2-FT X 2.-FT (TYP.) URB AND GUTTER TOPSOIL, SEED, MULH 23' EXISTING R/W ADJUST EXISTING SANITARY ASTING + KP 14+ KP + KP 1+ KP + KP 16+ KP + KP 17+ KP + KP 18+ KP + KP BO 9.6 SW 9.8 N KOPP ROAD 1+ KP BO SW BM#2 REMOVE ONRETE SLABS TOPSOIL, SEED, MULH 6-IN EPOXY FEET 8 PAVEMENT MARKING, WHITE REMOVE EXISTING BO BO PAVEMENT MARKING FEET % PI El 9. (INIDENTAL) -.6% -.6% PI El % PROPOSED REFERENE LINE PROFILE PI El % +.% APPROXIMATE EXISTING REFERENE LINE PROFILE +.% +.71% PI 18+. El PLAN AND PROFILE KOPP ROAD PUBLI W O IM PROVEM ENTS VILLAGE OF W AUNAKEE DANE OUNTY, W ISONSIN A S S O I A T E S S:\MAD\ \162\122\Micros\PLAN\PP_KP_2.dgn user: matthewsr 2/16/18 11:44:3 AM

14 21+ KP 21+ KP 1. % REMOVE ONRETE SLABS TRUNATED DOME ONRETE SIDEWALK, RAMPS, 7-IN DETETABLE WARNING PANEL, 2-FT X 2.-FT (TYP.) REMOVE AND MATH 93.9 MATH REPLAE ONRETE URB AND GUTTER 23' WIDE GAS AND PEDESTRIAN EASEMENT ADJUST EXISTING SANITARY OORDINATE ADJUSTMENT OR RELOATION WITH UTILITY OMPANY FEET ASTING ' GV SLOPE INTEREPT (TYP.) TOPSOIL, SEED, MULH EXISTING R/W GV KP + KP + KP + KP 93 SALVAGE AND RESET SIGN PEBBLEBROOK DRIVE SW SW SW BO BO SW KOPP ROAD SW SW N BM#1 FEET PROPOSED REFERENE LINE PROFILE APPROXIMATE EXISTING REFERENE LINE PROFILE +.71% PI +7. El % PLAN AND PROFILE KOPP ROAD 18 PUBLI W O IM PROVEM ENTS VILLAGE OF W AUNAKEE DANE OUNTY, W ISONSIN A S S O I A T E S S:\MAD\ \162\122\Micros\PLAN\PP_KP_3.dgn user: matthewsr 2/16/18 11:44:11 AM

15 6" 6" 12" 12" 12" 1" ENDRES N 83 N MADISON ST DAY 9 SANTA FE TRAIL FUELLE 31SANTA FE TRAIL ONNET TO EXISTING 1" REMOVE EXISTING INLET SS INL - 1.A STA /37.7'LT X TEE STA /8.' RT ONNET TO EXISTING 6" WATER MAIN VALVE EAST, NORTH, SOUTH 22" " 1 24" 1 ABANDON EXISTING WATER MAIN REMOVE HYDRANT REMOVE EXISTING INLET SS INL - 1.B STA /19'LT SALVAGE AND RESET SIGN (TYP.) PRIVATE STORM DRAIN SS -1. (4-FT DIA.) SANTA FE TRAIL /.'LT 18-INH EPOXY PAVEMENT MARKING, WHITE PROVIDE URB UT FOR EXISTING PRIVATE STORM DRAIN X 6" TEE STA. 11+3/8.' RT HRISTOPH 7 SANTA FE TRAIL PROTET EXISTING LANDSAPING SLOPE INTEREPT (TYP.) REMOVE EXISTING EXISTING R/W SIDEWALK (TYP.) SALVAGE AND RESET MAILBOX (TYP.) PROVIDE URB UT FOR PROTET PROPERTY EXISTING PRIVATE STORM IRONS (TYP.) DRAIN ONNET TO EXISTING 4" PRIVATE STORM DRAIN LIGHT TO BE REMOVED AND REPLAED BY WAUNAKEE UTILITIES (TYP. OF 7) SS -1.E (4-FT DIA.) /.'LT REMOVE HYDRANT A 12" 1 PAVEMENT SAWUT AND ASPHALT BUTT JOINT MILLING (TYP.) + 6" 6" 1" 1" + SF + SF 11+ SF + SF 12+ SF + SF 13+ SF + SF 14+ SF + SF 1+ SF + SF 6" BM#7 1" SS INL-1.F 1+6 1" GV SANTA FE TRAIL SS INL-1.G 6-INH EPOXY PAVEMENT MARKING, WHITE REMOVE STORM TRUNATED DOME DETETABLE WARNING PANEL, 2-FT X 2.-FT (TYP.) FEET APPROXIMATE EXISTING REFERENE LINE PROFILE N MADISON STREET PI 11+. El STRUT NO. SS INL-1.A SS -1. SS INL-1.B SEWER (INIDENTAL) REMOVE EXISTING STORM SEWER MANHOLE FIRE HYDRANT W/ AUX VALVE STA. 11+3/23'RT GROUND FLANGE ELEV. = 92.7\ REMOVE EXISTING INLET SS INL - 1.D STA /19'RT ZIEGLER 77 N MADISON ST ONRETE SIDEWALK (TYP.) SAWUT AND MATH DRIVEWAY (TYP.) PROVIDE INSULATION OVER WATER MAIN BARMAN 4 SANTA FE TRAIL SIZE STATION OFFSET TOSTRUT SS INL-1.D INLETTYPE& OVER TYPE& OVER SMITH 6 SANTA FE TRAIL PROPOSED REFERENE LINE PROFILE RIM/T.O.. ELEV. NEW SANITARY MANHOLE ASTING (TYP. OF 14) INVERTATSTRUTURE ZAUNER 8 SANTA FE TRAIL FLOW LINE OF NEW STORM SEWER ONRETE DRIVEWAY (TYP.) -IN URB AND GUTTER (TYP.) 1-IN WATER SERVIE 1-IN ORPORATION STOP BELL 3 SANTA FE TRAIL ONNET TO EXISTING WATER SERVIE (TYP.) 1-IN URB STOP AND URB BOX DISHARGEPE SS -1.E A ASPHALT ONRETE SIZE (IN) INLET ELEV. DISHARGE ELEV. LENGTH (FT) SLOPE(%) SS INL-1.A 2-FTX3-FT LT EXISTING R-67L N/A SE , SW SS -1. SS -1.E SS INL-1.B 2-FTX3-FT LT SS INL-1.A R-67R N/A NW , S NE FTDIA LT SSINL-1.B N/A R N , S , E SS INL-1.D 2-FTX3-FT RT SS -1. R-67L N/A N FTDIA LT SS-1. N/A R W-923.7, N-923.7, S SS INL-1.F 2-FTX3-FT LT SS -1.E R-67L N/A S , N SS INL-1.G 2-FTX3-FT RT SS -1.E R-67L N/A N SS INL-1.F SS INL-1.G PLAN AND PROFILE SANTA FE TRAIL 18 PUBLI W O IM PROVEM ENTS VILLAGE OF W AUNAKEE DANE OUNTY, W ISONSIN % +.% TOP OF PROPOSED D.I. WATER MAIN TOP OF EXISTING D.I. WATER MAIN 6.' MIN (TYP.) LF LF - 1" 468 LF - D.I. WATER MAIN FLOW LINE OF EXISTING SANITARY SEWER A S S O I A T E S S:\MAD\ \162\122\Micros\PLAN\PP_SF_1.dgn user: matthewsr 2/16/18 11:44:19 AM

16 FUELLE 31SANTA FE TRAIL ZHENG N POOLE 319 SANTA FE TRAIL HENGOUL/KAKI 11.2 BEND 321SANTA FE TRAIL STA /8.1' LT X TEE 323 SANTA FE TRAIL ELLIS LIVING TR 313 SANTA FE TRAIL TRUBY 317 SANTA FE TRAIL 4 BEND STA /11.23' LT 11.2 BEND STA /9.' LT X STA. +91./6.1'LT VALVE NORTH, SOUTH, WEST EXISTING R/W + TP BM#7 12" 1+ 12" HELT 312 SANTA FE TRAIL X FIRE HYDRANT W/ AUX VALVE STA /23'RT GROUND FLANGE ELEV. = \ SALVAGE AND RESET MAILBOX (TYP.) 6" FEET 8 ABANDON EXISTING WATER MAIN X 6" TEE STA /8.' RT VALVE WEST LEAR AND GRUB TREE (TYP.) + SF 16+ SF + SF MESKE 314 SANTA FE TRAIL LAMP 31 SANTA FE TRAIL ONRETE NAGEL 316 SANTA FE TRAIL 4 BEND STA /.41' RT 22. BEND STA /12.96' RT 11.2 BEND STA /8.1' RT 17+ SF + SF DRIVEWAY (TYP.) ONRETE SIDEWALK (TYP.) NEW SANITARY MANHOLE ASTING SAWUT AND MATH DRIVEWAY (TYP.) MINER 18+ SF + SF 318 SANTA FE TRAIL PROTET PROPERTY IRONS (TYP.) 19+ SF POWELL 3 SANTA FE TRAIL ONNET TO EXISTING WATER SERVIE (TYP.) 1-IN WATER SERVIE 1-IN ORPORATION STOP 1-IN URB STOP AND URB BOX GV + SF X 6-INH EPOXY PAVEMENT + SF 7 HEYENNE PASS MARKING, WHITE 18-INH EPOXY PAVEMENT MARKING, WHITE -IN URB AND GUTTER (TYP.) PROTET EXISTING LANDSAPING SLOPE INTEREPT (TYP.) REMOVE EXISTING SIDEWALK (TYP.) SALVAGE AND RESET SIGN (TYP.) TRUNATED DOME DETETABLE WARNING PANEL, 2-FT X 2.-FT (TYP.) LIGHT TO BE REMOVED AND REPLAED BY WAUNAKEE UTILITIES (TYP. OF 7) SANTA FE TRAIL GV X X + SF 21+ SF 23+ TP + TP 24+ TP 6" 6" BM#4 HEYENNE PASS A ASPHALT APPROXIMATE EXISTING REFERENE LINE PROFILE (TYP. OF 14) PI 19+. El PROPOSED REFERENE LINE PROFILE ONRETE PLAN AND PROFILE SANTA FE TRAIL 18 PUBLI W O IM PROVEM ENTS VILLAGE OF W AUNAKEE DANE OUNTY, W ISONSIN 9 +.% +.% 9 TOP OF EXISTING 92 D.I. WATER MAIN 6.' MIN (TYP.) 92 6 LF - D.I. WATER MAIN 9 TOP OF PROPOSED D.I. WATER MAIN FLOW LINE OF EXISTING SANITARY SEWER A S S O I A T E S S:\MAD\ \162\122\Micros\PLAN\PP_SF_2.dgn user: matthewsr 2/16/18 11:44: AM

17 " " 6" 6" 21" 21" 12" X 6" TEE STA /.' RT ONNET TO EXISTING 6" WATER MAIN VALVE EAST, NORTH, SOUTH ONNET TO EXISTING STORM SEWER MANHOLE PAVEMENT SAWUT AND ASPHALT BUTT JOINT MILLING (TYP.) REMOVE STORM SEWER (INIDENTAL) LAUFENBERG 73 N MADISON ST REMOVE EXISTING INLET SS INL - 2.A STA /23.'LT REMOVE HYDRANT SALVAGE AND RESET SIGN (TYP.) ONNET TO EXISTING WATER SERVIE (TYP.) 1-IN WATER SERVIE 1-IN ORPORATION STOP 1-IN URB STOP AND URB BOX ARSON TOPEKA TRAIL LUGO DORN 9 TOPEKA TRAIL 7 TOPEKA TRAIL STORM DRAIN SALVAGE AND RESET SLOPE INTEREPT (TYP.) SS -3.D ( MAILBOX (TYP.) PROVIDE URB UT -FT DIA.) FOR EXISTING PRIVATE ABANDON EXISTING WATER MAIN REMOVE EXISTING /9.11'LT STORM DRAIN SIDEWALK (TYP.) PROVIDE URB UT FOR EXISTING PRIVATE STORM DRAIN PROTET PROPERTY SS INL - 3.E IRONS (TYP.) EXISTING R/W NEW SANITARY MANHOLE ASTING (TYP. OF 14) A REMOVE EXISTING INLETS STA /19.'LT ONNET TO EXISTING 2" PRIVATE REMOVE STORM SEWER (INIDENTAL) ULRIH 31TOPEKA TRAIL LIGHT TO BE REMOVED AND REPLAED BY WAUNAKEE UTILITIES (TYP. OF 7) 1TOPEKA TRAIL 14 LF 12-IN PV AP AT PROPERTY LINE REMOVE HYDRANT SS INL-3.F X TEE STA /.' RT VALVE EAST, WEST, SOUTH. ABANDON NORTH. ADJUST EXISTING STORM SEWER MANHOLE ASTING 1 12" 12" BM#1 6" 12" 12" BM#2 21" + + TP + TP 11+ TP + TP 12+ TP + TP 13+ TP + TP 14+ TP + TP 1+ TP + TP 1+ N GV TOPEKA TRAIL 12" 1 12" 12" FEET INH EPOXY PAVEMENT MARKING, WHITE 18-INH EPOXY PAVEMENT MARKING, WHITE STRUT NO. N MADISON STREET SS INL-2.A X 6" TEE STA. +8/.' RT FIRE HYDRANT W/ AUX VALVE STA. +8/23'RT GROUND FLANGE ELEV. = 923.\ TRUNATED DOME DETETABLE WARNING PANEL, 2-FT X 2.-FT (TYP.) STATZ/OYLE 67 N MADISON ST SIZE STATION OFFSET TOSTRUT APPROXIMATE EXISTING REFERENE LINE PROFILE INLETTYPE& OVER WERNEKE 4 TOPEKA TRAIL TYPE& OVER A HAMPTON 6 TOPEKA TRAIL RIM/T.O.. ELEV. PROTET EXISTING LANDSAPING ONRETE SIDEWALK (TYP.) ONRETE DRIVEWAY (TYP.) -IN URB AND GUTTER (TYP.) SAWUT AND MATH DRIVEWAY (TYP.) PROPOSED REFERENE LINE PROFILE 8 TOPEKA TRAIL INVERTATSTRUTURE KRUHTEN 3 TOPEKA TRAIL X KRUHTEN 78 MARGURITE ST DISHARGEPE X 6" TEE STA. 14+/.' RT FIRE HYDRANT W/ AUX VALVE STA. 14+/23.'RT GROUND FLANGE ELEV. = \ SIZE (IN) INLET ELEV. DISHARGE ELEV. LENGTH (FT) SLOPE(%) SS INL-2.A 2-FTX3-FT LT EXISTING R-67R N/A SW SS -3.A 4-FTDIA RT EXISTING N/A R N-918.1, S-918.1, E SS -3.D SS INL-3.B 2-FTX3-FT RT SS -3.A R-67L N/A NE-919., W-919., E SS INL-3. 2-FTX3-FT RT SS INL-3.B R-67L N/A SW FTDIA LT SS-3.A N/A R N-919., S-918.7, E SS INL-3.E 2-FTX3-FT LT SS -3.D R-67L N/A S E , N SS INL-3.F 2-FTX3-FT LT SS INL-3.E R-67R N/A W-9., NW PI +62. El LEAR AND GRUB TREE (TYP.) PI % El % ONNET TO EXISTING 4" PRIVATE STORM DRAIN (FIELD ORE) SS -3.A (4-FT DIA.) /37.2'RT MARGURITE STREET SS -3.A SS -3.D SS INL-3.E SS INL-3.B SS INL-3.F 12" SS INL-3. REMOVE STORM SEWER (INIDENTAL) ONNET TO EXISTING 2" PRIVATE STORM DRAIN REMOVE EXISTING INLET SS INL - 3.B STA /37.27'LT REMOVE EXISTING STORM SEWER MANHOLE ONNET TO EXISTING STORM SEWER MANHOLE ADJUST EXISTING STORM SEWER MANHOLE ASTING REMOVE AND REPLAE ASPHALT PAVEMENT A ASPHALT ONRETE PI 1+. El SS INL PLAN AND PROFILE TOPEKA TRAIL 18 PUBLI W O IM PROVEM ENTS VILLAGE OF W AUNAKEE DANE OUNTY, W ISONSIN -.86% +.% -.% +.% LF - 12" 2.% LF - D.I. WATER MAIN 9 TOP OF EXISTING D.I. WATER MAIN TOP OF PROPOSED D.I. WATER MAIN FLOW LINE OF NEW STORM SEWER 9 FLOW LINE OF EXISTING 9 SANITARY SEWER A S S O I A T E S S:\MAD\ \162\122\Micros\PLAN\PP_TP_4.dgn user: matthewsr 2/16/18 11:44: AM

18 12" PROTET PROPERTY IRONS (TYP.) FIRE HYDRANT W/ AUX VALVE STA. 19+/23.'LT GROUND FLANGE ELEV. = \ N 1TOPEKA TRAIL REMOVE SHRUBS (INIDENTAL.) PROVIDE URB UT FOR EXISTING PRIVATE STORM DRAIN 1+ 3 TOPEKA TRAIL TOPEKA TRAIL 21" X X REMOVE EXISTING SIDEWALK (TYP.) EXISTING R/W PROTET EXISTING LANDSAPING REMOVE EXISTING WATER MAIN FROM STA TO STA. 18+ PLOESSL 7 TOPEKA TRAIL + TP 16+ TP + TP 17+ TP + TP 18+ TP 21" REMOVE HYDRANT SS INL-3.H SS -3.G (4-FT DIA.) 18+./9.'LT + TP BM#3 19+ TP X 6" TEE STA /.66' RT VALVE NORTHEAST 11.2 BEND TP STA /.2' RT HEYENNE PASS MILLER HEYENNE PASS 6" 1 NEW SANITARY 1" MANHOLE ASTING (TYP. OF 14) 22. BEND STA /.' RT A TOPEKA TRAIL SALVAGE AND RESET MAILBOX (TYP.) -IN URB AND GUTTER (TYP.) SS INL-3.J ABANDON EXISTING WATER MAIN ONRETE SIDEWALK (TYP.) ONRETE 11.2 BEND STA /.3' RT ROLSTAD 8 TOPEKA TRAIL ONNET TO EXISTING WATER SERVIE (TYP.) 1-IN WATER SERVIE 1-IN ORPORATION STOP DRIVEWAY (TYP.) SS INL-3.I 1-IN URB STOP AND URB BOX SHMID TOPEKA TRAIL VIRNIG 2 TOPEKA TRAIL PROVIDE URB UT FOR EXISTING PRIVATE STORM DRAIN PERTZBORN 4 TOPEKA TRAIL SAWUT AND MATH DRIVEWAY (TYP.) DEPPEN 6 TOPEKA TRAIL SLOPE INTEREPT (TYP.) ONNET TO EXISTING 4" A ASPHALT FEET 8 PRIVATE STORM DRAIN ONRETE PI 1+9. El % +.82% STRUT NO. SS -3.G FLOW LINE OF NEW STORM SEWER 32 LF - 21" LF - D.I. WATER MAIN SIZE STATION OFFSET TOSTRUT PROPOSED REFERENE LINE PROFILE 6.' MIN (TYP.) SS -3.G SS INL-3.H INLETTYPE& OVER SS INL-3.I TYPE& OVER SS INL-3.J RIM/T.O.. ELEV. INVERTATSTRUTURE APPROXIMATE EXISTING REFERENE LINE PROFILE TOP OF PROPOSED D.I. WATER MAIN DISHARGEPE SIZE (IN) INLET ELEV. DISHARGE ELEV. LENGTH (FT) SLOPE(%) 4-FTDIA LT SS-3.D N/A R N-922., SE-921.6, W SS INL-3.H 2-FTX3-FT LT SS -3.G R-67L N/A S SS INL-3.I 2-FTX3-FT RT SS -3.G R-67L N/A 92.9 NW-921.7, NE-922.,S SS INL-3.J 2-FTX3-FT RT SS INL-3.I R-67L N/A SW PLAN AND PROFILE TOPEKA TRAIL 18 PUBLI W O IM PROVEM ENTS VILLAGE OF W AUNAKEE DANE OUNTY, W ISONSIN TOP OF EXISTING D.I. WATER MAIN FLOW LINE OF EXISTING 9 SANITARY SEWER A S S O I A T E S S:\MAD\ \162\122\Micros\PLAN\PP_TP_.dgn user: matthewsr 2/16/18 11:44:21 AM

19 ZHENG 323 SANTA FE TRAIL N ENDRES 1 HEYENNE PASS ROSS 3 HEYENNE PASS BRIGHT HEYENNE PASS 7 HEYENNE PASS SALVAGE AND RESET SIGN (TYP.) TRUNATED DOME DETETABLE WARNING 18-INH EPOXY PAVEMENT MARKING, WHITE 6-INH EPOXY PAVEMENT MARKING, WHITE PANEL, 2-FT X 2.-FT (TYP.) PROTET PROPERTY 22. BEND IRONS (TYP.) STA /8.9' LT ABANDON EXISTING WATER MAIN -IN URB AND GUTTER (TYP.) SAWUT AND MATH DRIVEWAY (TYP.) ONRETE DRIVEWAY (TYP.) ONRETE SIDEWALK (TYP.) FIRE HYDRANT W/ AUX VALVE STA /23.'LT GROUND FLANGE ELEV. = 9.18\ X 6" TEE STA. 23+4/9.' LT X X GV SANTA FE TRAIL NEW SANITARY TP + TP 6" + TP 21+ TP EXISTING R/W REMOVE EXISTING SIDEWALK (TYP.) + TP MANHOLE ASTING (TYP. OF 14) BM#4 + SF 21+ SF 22+ TP + TP 23+ TP + TP 24+ TP 6" W V W V W V 6" + TP 2+ TP 2+13 LIGHT TO BE REMOVED AND REPLAED BY WAUNAKEE UTILITIES (TYP. OF 7) 11.2 BEND STA. +/.' RT X HEYENNE PASS REMOVE HYDRANT SALVAGE AND RESET MAILBOX (TYP.) X TEE STA /.' RT VALVE WEST, NORTH, SOUTH FREDERIKSON DRESEN 2 HEYENNE PASS FEET 8 4 BEND STA /9.31' RT ONNET TO EXISTING WATER SERVIE (TYP.) 1-IN WATER SERVIE 1-IN ORPORATION STOP 1-IN URB STOP AND URB BOX PROTET EXISTING LANDSAPING SLOPE INTEREPT (TYP.) LEAR AND GRUB TREE (TYP.) DEORAH HEYENNE PASS 6 HEYENNE PASS SPIER 62 HEYENNE PASS AKER KLEINERT 8 HEYENNE PASS A ASPHALT ' MIN (TYP.) 4 HEYENNE PASS PI 21+. El % +.74% VAN DEELEN 6 HEYENNE PASS 69 LF - D.I. WATER MAIN PROPOSED REFERENE LINE PROFILE PI 23+. El % +.% TOP OF PROPOSED D.I. WATER MAIN APPROXIMATE EXISTING REFERENE LINE PROFILE TOP OF EXISTING D.I. WATER MAIN ONRETE PLAN AND PROFILE HEYENNE PASS 18 PUBLI W O IM PROVEM ENTS VILLAGE OF W AUNAKEE DANE OUNTY, W ISONSIN FLOW LINE OF EXISTING 91 SANITARY SEWER A S S O I A T E S S:\MAD\ \162\122\Micros\PLAN\PP_TP_6.dgn user: matthewsr 2/16/18 11:44:21 AM

20 2+ TP 2+ N TERRY 63 HEYENNE PASS SLOPE INTEREPT (TYP.) NEW SANITARY MANHOLE ASTING (TYP. OF 14) + TP 26+ TP 1 24" + TP REMOVE EXISTING INLET SS INL - 4.A (4-FT DIA.) STA /19.'LT REMOVE STORM SEWER (INIDENTAL) ONNET TO EXISTING STORM SEWER PE ONRETE SIDEWALK (TYP.) BREYER 6 HEYENNE PASS 24" 24" 24" ADJUST EXISTING ONNET TO EXISTING STORM SEWER MANHOLE STORM SEWER PE ASTING FIRE HYDRANT W/ AUX VALVE STA. 28+/23.'LT GROUND FLANGE ELEV. = 933.8\ SAWUT AND MATH HEYENNE PASS 67 HEYENNE PASS DRIVEWAY (TYP.) X 6" TEE STA. 28+/11.36' LT 18-INH EPOXY PAVEMENT ONRETE MARKING, WHITE DRIVEWAY (TYP.) -IN URB AND GUTTER (TYP.) 24" LEXINGTON DRIVE " W V 32" " PAVEMENT SAWUT AND ASPHALT BUTT FELL LEXINGTON DRIVE JOINT MILLING (TYP.) 6-INH EPOXY PAVEMENT MARKING, WHITE REMOVE EXISTING INLET SS INL -.A (4-FT DIA.) STA /19.'LT 27+ TP + TP 28+ TP + TP 29+ TP 29+ TP QUINN 7 LEXINGTON DRIVE ONNET TO EXISTING WATER SERVIE X TEE STA /.'RT ONNET TO EXISTING WATER MAIN VALVE WEST, SOUTH W V 1 BM#6 W V W V ABANDON EXISTING WATER MAIN REMOVE STORM SEWER (INIDENTAL) W V LIGHT TO BE REMOVED AND REPLAED PROTET EXISTING SALVAGE AND RESET BY WAUNAKEE UTILITIES (TYP. OF 7) 62 HEYENNE PASS LANDSAPING REMOVE EXISTING SIDEWALK (TYP.) EXISTING R/W PROTET EXISTING LANDSAPING DAVIDSON 64 HEYENNE PASS REMOVE EXISTING INLET SS INL - 4.B STA /19.RT REMOVE HYDRANT PROTET PROPERTY ADAMS 66 HEYENNE PASS MAILBOX (TYP.) SALVAGE AND RESET SIGN (TYP.) ONNET TO EXISTING WATER SERVIE (TYP.) 1-IN WATER SERVIE REMOVE HYDRANT 1-IN ORPORATION STOP 1-IN URB STOP AND URB BOX RAPP/KOHLMAN TEETZEN 68 HEYENNE PASS 6 HEYENNE PASS TRUNATED DOME DETETABLE WARNING PANEL, 2-FT X 2.-FT (TYP.) REMOVE EXISTING INLET SS INL -.B STA /36.2'RT GRUNDAHL 61LEXINGTON DRIVE A ASPHALT SPIER IRONS (TYP.) ONRETE FEET APPROXIMATE EXISTING REFERENE LINE PROFILE STRUT NO. SS INL-4.A SS INL-4.B SS INL-4.A SIZE STATION OFFSET TOSTRUT INLETTYPE& OVER TYPE& OVER RIM/T.O.. ELEV. PROPOSED REFERENE LINE PROFILE INVERTATSTRUTURE SS INL-.A SS INL-.B DISHARGEPE SIZE (IN) INLET ELEV. DISHARGE ELEV. LENGTH (FT) SLOPE(%) 4-FTDIA LT EXISTING R-67L N/A NW , SE SS INL-.A 4-FTDIA LT EXISTING R-67L N/A NW-927.2, SW-927.2, NE SS INL-4.B 2-FTX3-FT RT SS INL-4.A R-67L N/A NW SS INL-.B 2-FTX3-FT RT SS INL-.A R-67L N/A SW PI El PI El PI % El % PLAN AND PROFILE HEYENNE PASS 18 PUBLI W O IM PROVEM ENTS VILLAGE OF W AUNAKEE DANE OUNTY, W ISONSIN 9 +.% +.8% TOP OF PROPOSED D.I. WATER MAIN +.8% 9 TOP OF EXISTING 6.' MIN (TYP.) 92 D.I. WATER MAIN 7 LF - D.I. WATER MAIN FLOW LINE OF EXISTING SANITARY SEWER A S S O I A T E S S:\MAD\ \162\122\Micros\PLAN\PP_TP_7.dgn user: matthewsr 2/16/18 11:44:22 AM

21 S:\MAD\ \162\122\Micros\PLAN\S_KoppRd.dgn , , KP., 7.9% , , , , 8.% , +7 KP user: m atthewsr 2/16/18 11:44:22 AM KP 8.7, , , 2.% , 16.7% , 16.7% KP.,., 4.6% 1.% 14.24, , , , % -., 16.7%., ,.% + KP A S S O I A T E S PROJET M GR ROSS SETIONS KOPP ROAD 18 PUBLI WO IMPROVEMENTS DANE OUNTY, WISONSIN

22 S:\MAD\ \162\122\Micros\PLAN\S_KoppRd.dgn , 7., % % ,., 12+2 KP % , , 2.% , 16.7% ,., % , 12+ KP user: m atthewsr 2/16/18 11:44:22 AM , , KP , , 2.% , 2.%16.7% 9. -., 16.7% KP , , 7.% 7.7% , , , , 16.7% 9 9., 7.9% , 11+2 KP A S S O I A T E S PROJET M GR ROSS SETIONS KOPP ROAD 18 PUBLI WO IMPROVEMENTS DANE OUNTY, WISONSIN

23 S:\MAD\ \162\122\Micros\PLAN\S_KoppRd.dgn , 2.% , -., 16.7% , KP % , , 2.% , , 16.7% , % , 13+2 KP 931. user: m atthewsr 2/16/18 11:44:23 AM 13.28, KP 12.12, 2.% 2.% , , , 16.7% , % KP , ,.8% 6.4% , , , % 7., -., 16.7% , 7.% , 12+ KP A S S O I A T E S PROJET M GR ROSS SETIONS KOPP ROAD 18 PUBLI WO IMPROVEMENTS DANE OUNTY, WISONSIN

24 S:\MAD\ \162\122\Micros\PLAN\S_KoppRd.dgn , 2.% , , 16.7% KP., 8.9% , , 2.% , , 16.7% 9 9., 8.8% , 14+ KP user: m atthewsr 2/16/18 11:44:23 AM , , KP , , 2.%16.7% -.,., KP., 8.2% 7.% , , , , 2.% 16.7% -.,., % , 13+7 KP A S S O I A T E S PROJET M GR ROSS SETIONS KOPP ROAD 18 PUBLI WO IMPROVEMENTS DANE OUNTY, WISONSIN

25 S:\MAD\ \162\122\Micros\PLAN\S_KoppRd.dgn , , -., 2.% 16.7%., KP % 14., , , 2.% , 16.7% KP , 11.9% , user: m atthewsr 2/16/18 11:44:23 AM KP 9.8, , 7., 2.% , , 16.7% , 2.%16.7% KP 9.3., , 7.4% 3.% , , 13.14, 9. 7., , 2.% 16.7% 9 9., 6.% , 1+ KP A S S O I A T E S PROJET M GR ROSS SETIONS KOPP ROAD 18 PUBLI WO IMPROVEMENTS DANE OUNTY, WISONSIN

26 S:\MAD\ \162\122\Micros\PLAN\S_KoppRd.dgn , , KP , 12.3% , , , 16.7% , 13.8% , 17+ KP user: m atthewsr 2/16/18 11:44:24 AM , 7., 2.% , , 16.7% , 16+7 KP 16.7% KP , , 1.% 17.9% , , , , , % 16.7% , 19.8% , KP A S S O I A T E S PROJET M GR ROSS SETIONS KOPP ROAD 18 PUBLI WO IMPROVEMENTS DANE OUNTY, WISONSIN

27 S:\MAD\ \162\122\Micros\PLAN\S_KoppRd.dgn , , , 2.6% , 18+ KP , , , 4.3% , 18+2 KP user: m atthewsr 2/16/18 11:44:24 AM , , , , KP KP , , 6.% 8.8% , , , -., KP ,.6% , A S S O I A T E S PROJET M GR ROSS SETIONS KOPP ROAD 18 PUBLI WO IMPROVEMENTS DANE OUNTY, WISONSIN

28 S:\MAD\ \162\122\Micros\PLAN\S_KoppRd.dgn , , 16.7% KP , 1.9% 14.4, , -.,., 1.4% 14., 19+ KP user: m atthewsr 2/16/18 11:44:24 AM , , % KP -6.8, , 16.7% , 16.7% , , 1.2% 1.1% , , 19+ KP , -.,., % , 18+7 KP A S S O I A T E S PROJET M GR ROSS SETIONS KOPP ROAD 18 PUBLI WO IMPROVEMENTS DANE OUNTY, WISONSIN

29 S:\MAD\ \162\122\Micros\PLAN\S_KoppRd.dgn , , , 2.%16.7% KP , , 14.6% , , 16.7% , 1.% , +7 KP user: m atthewsr 2/16/18 11:44:24 AM , , -., 16.7% , KP , , 1.7% 1.9% , , +2 KP , -., , 2.3% , + KP A S S O I A T E S PROJET M GR ROSS SETIONS KOPP ROAD 18 PUBLI WO IMPROVEMENTS DANE OUNTY, WISONSIN

30 S:\MAD\ \162\122\Micros\PLAN\S_SantaFe.dgn % % % 3.9% SF % % %.4% SF user: m atthewsr 2/16/18 11:44:2 AM % % SF % 2.9% % % % 1.6% 11+2 SF A S S O I A T E S PROJET M GR ROSS SETIONS SANTA FE TRAIL 18 PUBLI WO IMPROVEMENTS DANE OUNTY, WISONSIN

31 S:\MAD\ \162\122\Micros\PLAN\S_SantaFe.dgn % % % % SF % % 4.6% SF user: m atthewsr 2/16/18 11:44:2 AM , % % 12+ SF 7.% % , % 7.% % , 1.6% % SF A S S O I A T E S PROJET M GR ROSS SETIONS SANTA FE TRAIL 18 PUBLI WO IMPROVEMENTS DANE OUNTY, WISONSIN

32 TERRAE_LT 3 4 BOW_LT_2 FOW_LT_ SG_LT SG_BASE_RT1 G_BAK_LT G_FAE_LT GUTTER_LT G_BASE_BAK_LT EOP_LT EOP_BASE_LT G_BASE_LT SG_EOP L L_BASE EOP_RT 14 L_SG EOP_RT1 13 SG_EOP_RT 8 BO_DW_RT 28 G_BASE_BAK_RT 11 SG_RT 24 SG_BASE_RT DW_FOW_RT DW_BOW_RT 2 DW_MATH_RT S:\MAD\ \162\122\Micros\PLAN\S_SantaFe.dgn % % SF % % % % % % SF , 9.% % % % user: m atthewsr 2/16/18 11:44:26 AM SF % 3.% 13+2 SF % % % 3.% % % SF A S S O I A T E S PROJET M GR ROSS SETIONS SANTA FE TRAIL 18 PUBLI WO IMPROVEMENTS DANE OUNTY, WISONSIN