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PUBLIC WORKS AND SAFETY COMMITTEE Packet 03182024CITY OF MUSKEGO PUBLIC WORKS AND SAFETY COMMITTEE AGENDA 03/18/2024 5:30 PM Muskego City Hall, W182 S8200 Racine Ave CALL TO ORDER PLEDGE OF ALLEGIANCE ROLL CALL STATEMENT OF PUBLIC NOTICE STATUS OF PROJECTS Discussion update. No formal action may be taken on the following: • Hillendale Drive Reconstruction Project • Road Program 2024 be C21 of SKEGO UNFINISHED BUSINESS Discussion update and possible action may be taken on any or all of the following: NEW BUSINESS Discussion update and possible action may be taken on any or all of the following: Twin Silos Public Improvements Approval Memo to Public Works 3-18-24 Twin Silos Public Improvements.pdf Twin Silos Plan Set.pdf Twin Silos Signage Request Memo to Public Works 3-18-24 Twin Silos Request for Signage.pdf Twin Silos Sign Front View.pdf Twin Silos Sign Side View.pdf Twin Silos Sign Landscape Plan Set.pdf Discuss Compensation for the ROW Vacation on Lake Drive Memo to Public Works 3-18-24 Lake Drive ROW Vacation.pdf Lake Drive Aerial Map.pdf Lake Drive ROW Vacation Petition.pdf Crosswalk Request on Vine Street at Bay Lane Place Memo to Public Works 3-18-24 Crosswalk Request.pdf Aerial and Crosswalk Sketch.pdf NEW BUSINESS PLACED ON FILE (The following items have been placed on file for staff review. Upon completion of review, staff will 1 submit a supplement detailing options and possible course action to committee members.) COMMUNICATIONS AND MISCELLANEOUS BUSINESS AS AUTHORIZED BY LAW ADJOURNMENT NOTICE IT IS POSSIBLE THAT MEMBERS OF AND POSSIBLY A QUORUM OF MEMBERS OF OTHER GOVERNMENTAL BODIES OF THE MUNICIPALITY MAY BE IN ATTENDANCE AT THE ABOVE -STATED MEETING TO GATHER INFORMATION; NO ACTION WILL BE TAKEN BY ANY GOVERNMENTAL BODY AT THE ABOVE -STATED MEETING OTHER THAN THE GOVERNMENTAL BODY SPECIFICALLY REFERRED TO ABOVE IN THIS NOTICE. ALSO, UPON REASONABLE NOTICE, EFFORTS WILL BE MADE TO ACCOMMODATE THE NEEDS OF DISABLED INDIVIDUALS THROUGH APPROPRIATE AIDS AND SERVICES. FOR ADDITIONAL INFORMATION OR TO REQUEST THIS SERVICE, CONTACT MUSKEGO CITY HALL, (262) 679-4100. K CITY OF MUSKEGO Staff Report to Public Works and Safety Committee To: Public Works and Safety Committee From: Scott Kroeger, PE, PLS, Public Works and Development Director Subject: Twin Silos Development Public Improvements Approval Date: March 18, 2024 The City of Muskego has reviewed the Twin Silos development plan set located on the south side of Tess Corners Drive approximately 370 feet west of the intersection of Sherwood Circle and Tess Corners Drive. The most recent plan set has been attached. All public infrastructure will be dedicated to the City of Muskego upon completion and acceptance of the project. The City of Muskego has reviewed the plans and given approval for all public infrastructure plans to move forward contingent upon all City of Muskego staff comments being addressed. Recommendation for Action by the Committee: Approve all public infrastructure for the Twin Silos development contingent upon all City of Muskego staff comments being addressed. 3 GENERAL NOTES 1. THE LATEST EDIPONS OF THE FO.LOMWC DOWMENTS AN ANY SUPPLLYwiS THAEIO, SHALL COWAN ALL CON5IWCTON REARS ON MIS PUN UNLESS OTHERWISE NOTED. -STANDARD SPFCIFTCATION5 FOR S O AND WATER CONSTRUCTION N WSOONSN. 6M EOINN (SSSNDW) -ME MiSCON9N D.O.T. STANDARD SECPICATIONS FOR HGIIWAY AND S1RUCIURE CONSTRUCTION. LATEST EOTIOM _WNR STORNWMER RUNOFF TECHNICAL STANDARD& -.SLOT PAL APPROVED wO510N CONTROL MEASURES us, LATEST —M. -DIY OF WSOWS TECHNICAL STANDARDS. LATEST EDITION. 2 CONTIUCTDR SNALL BE RESPONSBLE OF ALL PAVEMENTS, CURB ANO CUTTER UTILITIES, WELSTATON. ABOVE OROIND APPURTENANOS. OR ANY OMM FId5 OWNED BY THE CITY OF LNUSOGO SCHEDULED TO REMAIN THAT IS DAMAGED AS A RESULT OF CONSTRUCTION RELATED ACIMTFS, AS DETERMINED BY ME CLAYS REPRESENTATIVE. CONTRACTOR SNALL REPAIR OR REPLACE DAMAGED FIwS M ME SATISFACTION OF ME GTYS REPRESENTAMAE AT ME EKPENSE OF WE CONTRACT. AND ND COST TO ME CITY. 3. ME CONTRACTOR SNALL TAKE ALL MEASURES NECESSARY M MIN A E EROSION, WATER POLLUTION AND SILTATION CAUSED BY CONSTROCUM OF TARS PROJECT. EROSION COIMOL MEASRiES SHALL BE IN ACCORDANCE WITH WISCONSIN DEPARTMENT OF NAMRAL RESOURCES TECHNICAL STARDARDS 4. EROSION CONTIRO PUN: PRIOR TO BEGNNNG WORK AN APPROKD EROSION OMMM PLAN WILL BE PRO— BY ME ENGINEER. ME CONTRACTOR IS RESPONSIBLE FOR PROPERLY IN lEMENTNG THE APPROWED PUN. 5, ME CONTRACTOR SHALL FEED WERIFY ME ELEVATIONS OF ME BENCHMARKS PRIOR TO CO —NI ING WORK. ME CONTRACTOR SHALL ALSO FIELD VERIFY LOCATION, ELEVATION AND SIZE OF EMSTNG UTILITIES, AND VERIFY FLOM. MR B OR PAVEMENT ELEVATIONS MHOE MAMNINC NM ENISTING WORK ME CONTRACTOR SHALL FIELD VERIFY HORIZONTAL CONTROL BY REFERENCING SHOW! COORDINATES TO KNOWN PROPERTY LINES NOTIFY ENGINEER OF DISCREPANCIES IN DARER `.ERTCAL OR HORIZONIM CONTROL PRIOR M PROCEEDING .M WON. 6. ME CONTRACTOR SHALL VERIFY THE EKACT LOCATON OF ALL UNDERGRWW UTILITIES PRIOR TO BEONNNG CONSTRUCTION (CALL DIGGERS HOTLINE AT BOO-242-8511). COST OF REPUCELENT OR REPAIR OF EMSIMG UTILITIES DAN DIED AS A RESULT OF ME CONTRACTOR'S OPERATION SHALL BE ME CONTRACTOR'S RESPONSBILITY T. EKLSTNG UTILITY INFORMATION IS SHOWN FROI SURWEY WORK, FIELD OBSERVATIONS. AVAILABLE PUBLIC RECORDS. AND AS -BUILT M—GS. "ACT LOCATIONS AND ELEVATIONS OF UTILITIES SHALL BE DETERMINED PRIOR TO INSTALLING NEW MCRK. EKCAVATE TEST PITS AS REWIRED. S PROPERTY CORNERS SHN.L BE CAREFULLY PROTECTED UNTIL THEY HAWS BEEN REFERENCED BY A PROFESSIONAL LAND SURVEYOR. PROPERTY MONUMENTS DISMIMED BY ME CONTRACTOR'S OPERATIONS SHALL BE REDUCED AT ME CONTRACTOR'S EVENSE. 9. CONTIR MR SHALL CONTACT ME CITY OF MUSKEGO 72 HOURS N ADVANCE FOR ANY REWIRED CONSTRUCTION INSPECTION PRIOR M CONMENCING WORK. 10. ALL TRENCHING SHALL BE PERFORMED ACCORDING TO OSHA STANDARDS 11. ALL MINIS SHALL IN DE ALL ME NECESSARY MATERIALS, EWPMENT. OWDRHEM. PROFIT, TAKES. ALND LABOR M COMPLLTw E ME ITIN PUCE 12. ME CORACMR SHALL CLEAN ALL ADJACENT STREETS OF ANY SEDIMENT M DEBRIS BY SNEERING BEFORE ME END OF EACH NORKING DAY. 13. ALL CONTRACTORS SHALL MOROIIGHLY RENEW ME PRELINMARY GEOIECHNICAL EXPLORATION REPORT DATED DUNE 15. 2023 PREPARED BY CGC. INC. PRIM TO SUBMITTING A BID FOR THE PROJECT. ALL CONTRACTORS WORKING ON ME PROJECT SHALL REFERENCE ME REPORT MEN PREPARING FOR AND MCIPNG THDR WORK. 14. STORMWAMR PRACTEES FOR ME SIZE HAWS BEEN DESIGNED TO ACCOMMODATE A MADMUM 6.000 S0. H. OF IMPERWAJS SURFACE PER LOT. LOCATION MAP NOT TO SCALE A A TWIN SILOS SINGLE FAMILY RESIDENTIAL SUBDIVISION SITE DEVELOPMENT PLANS CITY OF MUSKEGO, WISCONSIN SITE PLAN SCARF: I' = 1 W PROJECT BENCFMAW& POINT N0. NORTHING FASTING ELEVATION DESCRIPTION SECTION f0000 339.076.15 2,4BO,232.23 788.43 CORNER TOSN R2BE WAUNESNA couNrr A A DEVELOPER'S AUTFIdUZED AGENT: POINTE REAL ESTATE 190M W. BLVENOUND BROOKFIELD. W SSO45 CONMACT: ME MKOVICH, P.E. PE101E (2N) 424-5997 ENALL IDIWmkAOPNninwm DEVELOPER PEACH IAHE LLC P.O. BOX 749 MUSKEGO, W 51150 CONTACT: DANIEL SCARDINO PNOID (262) 424- 1 ENNL Eum01no0PalnbN.rom ENGBEER TRIG ENGH"BNG, LLL "GO N CAINdIX ROAD, SME 3. BA00KFN0, W 51005 OUIT=. DAR SCHDER P.E. PHORE: 262-T90-1460 RUL 262-T90-1481 DRIL OmNmANNH .g.— SURVEYOR TRIO ERGNEDIXG, LLC 41W N CALNOIN ROAD, 51111E MO BRWNFIFID. W SI005 NION :iTIP 4-148IEHL Pli FHONE: 262-T90-1460 EAR 262-T90-1/81 EYALL 1MMxmuNANOM1bNnO.eam NNE SURYE]IY WAS COIPTEIFO N 1RIG ENGINEERINGON01 17 20D. SURVEY DATUM M BASED ON MBCBNISM, SOUK. SALE PANE GDORBBATE SYSRY. V[RTICA . NGVN9 AND IIGROONIAL HAD N_2011. IR SURVEY TOOT. SHEETINDEX CIVIL T1 - COVER SHEET F%ISTNG SIRE d UM MION PLAN PROPOSED SITE PUN C2.0 - MASTER 'RAGING k DRAINAGE PUN C. - INTERIM GRADING h DRAINAGE PLAN C2.1 - POND PAIN C2.2 - FLOG PLAIN COMPENSATION PLAN C2.3 - FLOODPLAIN COMPENSATION CROSS SECTIONS C3.0 - EROSION CONTROL PUN C4.D - ROADWAY PUN A PROFILE C4.1 - INTERSECTION PUN C5.0-5.1 - STORM SEWER PUNS C6.0-6.1 - SANRARY SEWER PLANS CT.0-7.8 CONSTRUCTION ROTES . DDARS r� 77 PAUL 6 =* JENSWDLD E TRIO O H Z V2 Z O V VA 3 O 1zo 0 is UIn REVISION HISTORY DATE DESCRIPTION OMO/ID>a MML.BrtOL GIORl2i+� OVL RAT. t0OI1AN QYL RAY. 20VIDD DATE DECEMBER DL 2023 JOB NUMBER: 22-028-1155 DESCRIPTION: COVER SHEET SHEET T1 T E%ISWNG SITE MATERIAL NOTES: • NO ASBESTOS CONTAINING BUILDING MATERIAL WAS IDENTIFIED IN THE EXISTING STRUCTURES TO BE DEMOLISHED, EXCEPT FOR THE EXISTING SILO ROOFS. • POSSIBILITY FOR ASBESTOS IN SILO RDOFS REMAINS AS IT WAS NOT TESTED ACCORDING TO THE PRE -DEMOLITION REPORT FROM ENDPOINT SOLUTIONS DATED APRIL 26. 2023 • LEAD BASED PAINT WAS IDENTIFIED ON THE WOODEN WINDOW SILLS ON THE WEST SIDE OF THE BARN FOUNDATION. WINDOW SIL1S SHALL NOT BE CRUSHED. • ALL HAZARDOUS MATERIAL ENCOUNTERED SHALL BE DISPOSED OF n 77 V �� SCON6 ON -SITE DISPOSAL AREA FOR ALL OTHER FOUNDATION, ALS ( SLLOS, Sll, A11 AND BOORS. Ill OVER MATERIALS 1 .lENUSYA]LD BE DISPOSED OF OFf-S FLL PERYffTED WRHIN FL00DPLIN 0$ WG ELEV. 78S (PER By TRn SITE TopoEND ENGINEERING) ENGINEERING) \Y i OPEN SPACE I ) i i- �� LV �•/y ''ITS \\• IV WEILAND OFFSET \ `r / \ ____ o-_-sw�_a-!_ -- _ _-__- '- 1T _V I � I •' E%I STI EWER S NO 6FASEMEM RT (CSM 05087) D ss sD Lao SCALE: 1' = SIF (22'X34-) SCALE: 1' = LOB• (11'X17-) ® OR IS CONTACT ID CgRADIGGERS "G` TO LOLL FREE TO OBTAIN LWORK.IX OF NSIN SIAWND UTILITIES 'm REQUIRES lO CU. Of ING THE WORK NOTICE SEE STAYOU EXCAVATE. PEOUIRES YIN. OF J WORK DAY NOTICE BEiORE YOU IXGVAIC. ALL INGGE11111 HOUIlNE 1-800-242-UU COS REED G UNDERGROUND URIfE1' NO WAS OBTAINED CCU AV OF RECORDS. THE ENGINEER HIKES XO GUARANTEE AS i0 THE ACCURACY OF THIS AU. NERIFKADON TO THE R OR N SN OF INN THE IN CTOR OF ALL UNDERGROUND UTLTES� WHETHER E NOT SHOWN ON THE RAXS, SHALL BE ASSUMED AG A CONDITION DI THE CONTRACT. CESNO THE CLOCATO OR DDLITSUAU_ NOWFY E ENGINEER OF ANY SHOWA OR E KANS LOCATOR OF URIIIIES IN THE DF1D AND LOCATORS SHOWN OX THE BANS. FEnANO OFFSET A ,..EXISTING E) iNI WELL HEAD TOBE As jl •11• • , . BOUNDMY' . li'�j ABANDONED SIB /J �I, I EXISTING ,fI CONCRETE (TO BE REMOIM) CULVERT - ✓� HEADWALLS 17411 ff S.F.- i 17.014 #C.. I 1 TE', ufSA E `1 rlF v ISTING 6' WIDE UTILITY EASEMENT ER 64) q)i eom LUNG MUST \\ EXISTING SILOS BE`P§PDSED ON-! EXIST BUILDING AND RA (TO BE REMOW m O M / 4 N Z GO O U U) 3 0 'oA POLES.J_ WE AN Y j 9 GO Wry .OR WPOIES jcr V N LRLRY OWNERS W a U Y Z O a O ! Qr U m I x SEEWALX/ � �' 'YI---------------- / \ IXI NG SHED / 1RMVAla avL wvn DATE: DECEABER 01, 2023 JOB NUMBER: --------»s----- - EXISTING CONTOUR 22-02B-1155 - - - EXISTING SANITARY SEWER DESCRIPTION: 0 - EXISTING SANITARY MANHOLE - -- EXISTING WATER MAIN T7 - EXISTING HYDRANT EXISTING SITE & -sT-- 11 SAND STORM SEWER O - EXISTING STORM MANHOLE DEMOLITION PLAN O - EXISTING STORM INLET SHEET ® - EXISTING TRANSFORMER m - EXISTING ELECTRIC PEDESTAL Go - EXISTING TELEPHONE PEDESTAL m - EXISTING CAN PEDESTAL C1.0 JF - EXISTING POWER POU N398'7'E II7gn l' \ ' `J J TH N NNEIH J WETS AND ICfh W D -�`_ 9514141 S RNERS R INDICATES -YEAR FLOODPWN LINAePROX. ELEV. 788.95 (PER EXI�INO _ SITE TOPO EY TRIO SECONDARY ENGINEERING) , �1`, ""`:•. \ OMMENTAL p SECONDARY — ENVIRONMENTAL \ .; / CORRIDOR `\ is . . INDICATES 5'y�/ \\ a 1 1 I i WETLAND, aOSEE j �s LANDSCAPE PLANS '« 1 1 I 30' LANDSCAPE EASEMENT / / I PR. SPLIT / • RAIL FENCE ' .� I � / / 1 Ii ✓ / I PR. SHARED / MAILBOX LOCATION 4 P \,y\••�__\—_ WRY OTHERS)I «F\OR INDICATES \ \.,� �__ ___. ..COURT `I_L _.______ _ NERGFASEY NT�,'''/ E MOWED \ ( I PATH. SEE -- LANDSCAPE PLANS \'\ PR. OL}7 PONDIn 1 _ v _ -_—!-�_—x I -._• -._ �__ - ��,, .aa �, 1 i \\OFFSET I/ b PR.L PR STOP ,I C �I : � J i /` C SIGN POLE \\�. ^ E ) \ — __ _. --•<-- '.,1 2 � "%60' VISION IV INDICATES 'CORO EASEMENT WETLAND ' -- (TYP.) l Ft 1 BOUN - / 20 'WETLAND TSEWER EASEMENTI `----- 'tl :— 15' 30' LANDSCAPE 10- DRAINAGE 1 $€TRACK EASEMENT 3 EASEMENT , i J Q S}'89'!0'B R7A00 (WC'ICATES WETLANDDISTI\1y (5,63 BANLE HI CA OR ! .. \ EXISTING 6' WIDE UfILf1Y M A MN A R EAS(5837 S.F.) W139 7D43 S RW IR \ 1 ^ CK �G. WI D-3 0 1 I I BEM (PER DOC. W7 H RM IR I/ /JI 64 R. 20'%IV M K 1 - / ACCESS EASEMENT • :am-- FOR EXISTING SHED 0 ]0 Ao W SCALE: I' = 40' (22'%3A') SCALE: 1' = 80' (11'%17') ® COMB. IS REWIRED TO CONTACT OAND HONNE TOLL EREE LO MINE M IMAnUN Or REAK lMMD U1R11 1 IRRR 10 OOWWIRL OF 3 W RK WORK O EORSIN RETIRE YO)E 1EAUX REOUINFS CA Or 3 NSO DAYS NOTICE NISI YW-242-IE CALL DIDDPAB RO7T�VE I-WQ?A>o-}}ll BOLE: COSTINGAUTHERGAWND U E INOORWIRN WAS 0TO THE CCU AVAIOF RECGINF WA ENGINEER MARES NO ME AS 10 THE THE Of Of A U VETXNI. VERPICATNXI TO ET E SAOP A E SN Or TIIF MHTM Or ALL E ASS A U CONDIES,TION IONEOF OR NOT CT. E ME PWR, SHALL RE ASSUMED AS A COOP AN DO THE ANOES . TNF CIXANCIMI SNALL S IN T E F EXGXEER OF ANY DLSGREPANGES NDWFLN LocawN OF MIMES IN DE DECO AND lOCA1NV6 SX01YX W THE PUNTS -- -- - pmwc wxrWR E111STMG SANRARY SLIYEII O - EA 0 SANITARY WNN U -- LISTON WATER WAR! YD - HIa1MG XYORAR — -- EXRIMG STORY SEWER O - EXISTING STORY WANIw1E p - DDIYAA STORY INLET R - EXOSnNG TRAN!PORMER A, - EIOSDRG METRIC PRIEST. m - EImTING TEIEPIwNE PEDESTAL a - FwSONG CAN PEDESTAL / - IDESTING POWER PM PROPOSED CONTWR - PROPOSED SANRARY SEINER 0 -PROPOSED SANITARY YANNME - PREMED WATER WIN - PR0105E0 MYORANT - vROPORO WATER VALVE — - /RKOSED STORI SAYER 0 - PROPOSED SfMM WNNME ❑ - PROPOSED SmRI ARID m - PRWOSER — FND SEc"A", 11 'sc o Bib PN I J. 'T1' JENSAOID TRIO saw m �Plem uOf co ED 2 U N 3 N � (7O -j x ir g U U5 cr 2 W Z c ,11 a3 REVISION HISTORY DRAT DESCalPlloR GW. PwRLL aenvmm nRlmlmm GVE IYNtl carsYmm an RANN IDlarmm Du IAAxe DATE: DECENNIBEER OL 2023 JOB NUMBER: 22-028-1155 DESCRIPTION: PROPOSED SITE PLAN SHEET C1.1 C -E INDICATES I - 100-YEAR FLOODPUA LINE (PER IXISTING SIZE TOPO BY TRIO R1r f ENGINEERING) OFFSET ....---- WET' POND 1P N Y, H:w.L«- 79Rss ' I�JDICATES ARE! BOyy -RM 7i'� OF P OPOSE[ snuwAy - 794.so« . . « aFLpODPLAIN FILL, - U LMpst, *) SEE SHE�T A —\\20' �r =- INDICATES - WETLAND STURBANCE (5,637 S.F.) INDICATES TOO- FLOODP(NN LINE EXISTING SITE TOPO BY ENGINEERING EID,7E D m a ID SCALE: 1' = XD' (42'%5M') SCALE: 1• = DO (11'x17•) ® CONIPAtiRI IS REOVIRFO i0 COMA[i DIGGERS HOTLINE TOLL III=. COSMIC UNDERGROUND UTATY EFORMATON WAS ONTEXED FROM AVAILABLE RECORDS. THE M EEER FREE TO OBTAIN IDCATION OF UNDERGROUND WIMES PRIDII TO MAKES NO GUARANTEE AS TO THE ACED C OF IM INFORMATION, VERIFICATION TO THE SATISFACTION CWYENCING THE WORK. WISCONSIX STATUTE I112.0715 REOUITHES OF THE CONTRACTOR OF ALL LNOERO- UILIES. WHE THER OR NOT MOWN ON ME PLANS, SNALL YIN. OF I WORK DAYS NOTICE BEFORE YOU OCAVATE, BE ASSUVED AS A CONOMON OF THE CONTRACT. ME COMMCHER SHALL NOTIFY ME ENWNEER OF AM CAD. DIGGERS BOTLINE 1-I00-242-OU DISCREPANCIES BEMIIN LOCATION OF "WAS IN TIE HEIR ANO LOCATIONS SHOWN ON ME PLANS. • CONTRACTOR SC PpOVIDE IS CW M PROPOSED STOA NEW LA9X AND RTTFALL SYSTEM ONCE OONSEIICTION EO EOVPIEIE. DESIGN DESGN MEETS OI ME SHALL ltf�OPIRCH AND COEIAM TMT ADMEENTD AN. All ER BASIN MEETS OR AND O CITY APPROVED SfgEHE I R YANAGEATM PUN. ALL ENT FEARS' BASINS AND EET SYSIEYS SHALL TI CORR[C . AT ME DEMDPMFM IEW$' FTANKIE i0 V SIGNED APPROVES CONDITIONS. TNAL IPPAUVED AS -BUILT SXALL AF STAYPEO AND W4NE0 61 A PROTESSEECONTRACTOR SHALL ENGINEER. • CONIAMTRt SHALLENCERCUT(VOW AND AEVOVE -8 . 0 TILL SERIES AND BUSED i0P501L ALL "METERED. (SNOWY E BORINGS D-B H B-BE • ALL AFSIOFXRIAL OEVEIDPYFM BUILDING PADS SHNL BE DESIGNED EASED OFF OF INI • CONTRACTOR SHALL PWT PRAIRIE SEED MIX IMMECATFIY AFTER WE GRARNG AT ALL LOtl1NM1 THAT REWIRE PRARIE SEED HER. NO TEMPORARY SEED MIX SHALL BE •, INSTALLED AT LOCATIONS WXERE PRAIRIE SEED MIX WILL RE PUNTED. • DOTATEEHO IS ERDWATED WRNG CONSTINK IW OF WET POND. CONTRACTOR S y •y CORE FOR NEARS ID 1111MODS Of �0l�UPSOEIL AN �1LL ISHN DEFWRES14DINIORE All- T RI O Rol O IN DATE DECEMBER 01, 2023 JOB NUMBER: 22-028-1155 DESCRIPTION: _ FEs1Ec RxNrOLE MASTER GRADING —795— - PAd9YD CENTRE & DRAINAGE PLAN F— - rlvx AAR01Y X 779.40 - PR 8 D SET F EVA EN FYG XXX.X- FEISH YARD CRADE SHEET RYG XXX.X- TAPOSLPE YARD BADE TOF XXX.X- TOP OF FWMLTON MA- f C2.0 BSMT XXX.X- BASEIEM FLOOR EIEVATNE CN7WOR SHALL PROVIDE AS BUILT OF PROPOSED STORNWATER BASIN AND OIITF `gC0 SYS'TEY CARE COXS, MIT I IS WYPIflE DESIGNOEVEWPYENI ONNNCER SHALL APPPP�E ST�NWAR1EMARRAGENORT I�ALLARRSTOAYRA�IYATERM BASINS AND OROLCTCADm1 SYSTEMS SNAIL BE CONNECTED AT ME DEVLLMYENT TEAMS' EXPENSE TO MEET a>} E.M.J*€ APPRNED CORDMONS. FINAL APPROVED AS-BNLT SMALL BE STAMPED AND SIGNED BY A PRORSSN)N11 ENGINEER. DREMOVE awn nim ¢ AND BURIED TOPSOIL SECONDARY — — — _ — _ "ERE ENCCAMMED. (WRIM NBORINGS B-B A 8-9) ENNRONMEMAL ALL R¢IDENILLL DEVEIAPNEW WIERNO PADS SNALL BE OEAONED BASED OFF OF ME SOS RAXI NWXACE WOE. A/'- ( \ CORRIDOR WM-67 SHIM. BURNER 100 SFW AMixPPROVAL i0ON TCONEMFORESTER.T04 IAOIR IN ----- \i / f . ` ` .` l \ COMA R-S6S FOR RfvNW AHD APPROVAL PRNIR To CATER FIE WORN. INDICATES AREAS-- , _ CONIMCFNI BHNL PWR PR.URIf SFED YIN IN4EDUIEIY IPRR TIME GRIMING AL ALL OF FLOODP.� +e ` 1 LOGATON NIT REWIRE FRAIRIE SEED MIX. NO TEYPORMY SEED YIN SIMLL BE A / I �t� ' « ` ' ' ` \ _ M'MMEIEN A6 ANTICIPATED DRE PURE SEED N..1 BE PLANTED. C PENtATION. TOP ! • ` < ` . ` « ` . ` « ` « ` « ` « ` <d 'O`3X U CONSTRICTOR OF WET POND. CONTRACTOR IS M O — �_ « « « « « « ACNEWRE NBFOR III OR CE WITH MR TECINICAL STANDARD IOBIfR NG AND S W BE DONE IN ......... .'.. ��.��. , wu EE''.SHEET C2.2,./ mro ._ . . « . ` < ` « ` .\� CUT AREAS SMALL BE RESTORED WNN B' ORM Of TOPSOIL AND FILL ARFAS SMALL «` �• / /" . ` ,:.,......... /. , < . < < « « « « I,15' WERAND - BE RESTORED WINE B' NPM OF TOP IL Y TRIO NDICATEsJ xlN.w //� N I ` < \• - / / ' we�xuN'° uo "OD-YEAR TEONPGOINBEYEPoTNRGIO�v{r�rrl rr - � 1- xW, I ii � • `BINOM<NIEICNADAbR:IG•• «`` \f ` 1 ry FLOOD LINE (PERABBA EXISTING SITE rr ND / ` } rr rr rrr rr ,frrr . rr rrrr rrr x Arrrrrr .rrr 11rrrrrr rrrrrrrrrrr �� - I z x,w s�os z �. �rrrr II em — — - OFFSET x Off' N WET PONDF.-I P f \On 4 \ I 4 r 2 X "m bP,b, .Writ rig0.6y `M58. `. `.'� I DICATES AREA IJ -- -- _ _ _ -- --- i ,x ` �� O Z a < N.W.L _ cj n 4 BOTTOM.-,"R5.60 ' I f / top'ot §EP0.-7?s:Ap' . F PR POSED / ./% 1. _% / a I}- r . SPoLLWAY r 794.60 d FL ODPL�RIN FILL< S E SHEET VZ ---� 20' SAWARr i {, 10.ORAINACE �y (�' ereBEooes e�r�on « < < < < FA.SOAENI ------ EASEMENT � , � �i / mwIDM MFE.W uF I y, � aa�mlaa pvE Hole n..L.._ _ J � ----------------------- n _- .. . _..._ -.. :_� _. __-: _../ -•.. / waNaaW atINANs wINDICATES EXISTING B' WIDE UTIuTY �j I ;D r LANDSCAPE - WETLAND \ \ \ EASEMENT (PER OOC. I I 1 EASEMENT - DATE - WETLAND DISTURBANCE \ pea) I DECENBER 0 2023 INDICATES 100-YEAR EXISTING SHED WINB7 2O'X75' (5,637 S.F.) FLOODPLAN LINE (PER ACCESS EASEMENT EXISTING SITE TOPO BY TRIO JOB NUMBER: ENGINEERING. ELEV=788.95) 22-028-1155 DESCRIPTION: Iog� _ mMWR INTERIM GRADING _ —795— - PROPOSED CNDWR & DRAINAGE PLAN 0 20 AO W E— - f Ww uaOA SCALE: 1• o W' (12•III-) X 77 o - PMPCBE0 SPED NLVAIINI SCATS: 1- = W' (T I'I17') SHEET COMIC IS REQUIRED 10 COMM NWE¢ RDTIINE TOLL Q6 NG UNOCRGRERND DMM INFOSMIRM WAS OBTAINED TROY AVARABIE RECORDS. WE ENCNEER FREE TO OBTAIN LWATM OF UNCCRCROMD DID PNOR 10 MAKES NU DWRANIEE AS TO ME ACCURACY OF MIS INFORICTON, VERMWON TO WE SATISTACTMN COM INNNG ME WORN, 1-11 STATOR I614711 MAIMS Of TIE CONIRACiOR Of ALL UNDERORDUND MILNI¢• -EWER OR NOF SNOW W ME PLANS AWL YIN. OF J WORN DAYS RMCE BEFORE YW EXCAVATE BE ASSUMED AS A COMMON OF ME CONTRACT. ME COMRACTOR SX.1LL NO1EY ME ENNXEER OF ANY CALL DIGGERS H0nRlE I-WO-Ul-OU NSCREPANCI¢ BETWEEN LOUMN OF N JTRES IN ME FEW AND LOCATIMS S IOMI ON ME PLANS FYG XXX.X - NNISN YARD DUE RYG XXX.X- HEDAPE YARD GAME TOF X"-X - TOP OF FCRINMNW E ADON /� 2. U RSMT XXX.X- An"A"', ROM EIEVATro/Vx INDICATES 10' MAINTEN ACCESSR it \ VV \\ 10' WIDE POND �Y SAFETY SHELF %I o ♦. F � WET POND 1P N.W.L - 790.60 BOTTOM - 785.60 TOP OF BERM - 795.60 SPILLWAY - 794.613 I00-YR - 794.58 10-YR - 793.94 2-YR - 792.71 I-YR - 792.37 IS < I� o l0 20 a SCALE: I• = 10' (22"X34') SCALE: 1' = 40' (11•XI7•) DOIRRACUOR IS REQUIRED TO CONTACT DIGGERS NONHE TOLL FREE TO OBTNX LOCA.TOX OF UNDERGROUND COVES PRIOR TO GIYYdCING THE WORN, WMCONSIN STATUTE III REQUIRES MIN. OF 3 WORK GAYS NOTICE BEFORE YOU EXCAVATE. NQIE: CALL DIGGEM HOTLINE 1-600-242-l6D ..No UNDERGROUND UTUIY INFORWIpN WAS DUNNED FROM AVMUDIE RECORDS. ME ENGINEER MAKES NO WARMTE AS TO THE ACWRACY OF THIS INFORMMON. VERIFICATMN TO ME SMSFACTIDN OF THE CONTRACOR OF ALL UNDERGROUND UTILMES, WNEMER OR NOT SHOWN ON ME PLANS. SNUU BE ASSUMED AS A CONDITION OF TIE CONTRACT. TIE WHMACTOR SILL NOTIFY ME ENGINEER OF ANY DBCREBMCYS BETWEEN LOGATON OF UTNDFS IN ME RILE, AND LOCATIONS SHOWN ON ME PLUM i CYi C�. - - :max; •� C'7 Ci 1 . i PROPOSED LEVEL SPREADER 15" I.E: 789.80 PROVIDE TRASH GRATE AT END OF 3" INLET PIPE T••I CONRAmOR SHALL PROTOE AS -BOLT OF PROPOSED STg1MWAtd BASIN MD I— 9GDM Q' SYSTd ONCE CONSpLC110N R CONFIDE DESNN DEVELOPMENT ENGUREER MVJE .� REVIEW MD CONFIRM THAT PROPOSED STORIIWAIER BASIN PEER OR EXCEFDB CITY APPROVED SiORYWATER WHAGdFHf PUJN. ALL STORMNATER BASINS AND WLFALL JENSTIOLD e .aJ I• /0' MDT--� 11 l �JO' MIN. CONDITIONS. SHALL . CORRECTED AT ME CONU. BE I'S EXPENSE AN TO SIGNED APPROVED F ec •�C ---- -i.11 - WSONG m111OM I CONNIION9. FINAL APPROVED AS-BIAT SXIIL BE 5fAYPFD AND SIGNED BY A yl mT a�%,J TOP OF BFaI P0.0PESSIONAL NUU. UER. f• 798— - 1RpO5m OYDp1R !' M/N. • COMR EEC SIWL UNpRWN IN ROJOWo. EXISTING RLL 50115 AND WALED i01301L WHERE EXCWMRRED. (SHOWN BUDDING DINGP B-e A e-9) Wo,Ti F- ALL R[MUENI LL DEVE OPYFM BUI DING PADS SHALL BE DESIGNED BASED OFF a ME 18" y X ])9.40 - PROPO3d SPOT EIIVATOI dFRGFIXY °pAf1O^' Gam, C150 CSOITIRDA.ICTOR six. Nw SDBYR PRAIRIE SUED YIX i0 CITY FORESTER, TOM ]AGAR TRUE S1Y FYG XXX.X - TNSH YARD GRADE IN) BE TH WTTNG ON DWI B SE of sLwq (I61-579-5617). FOR REVEW AND APPROVAL PRIOR TO COMMENCING WORK F� RYG XXX.X - EU DIE rum GRNDE BOETOY K PROPOSED POND CONTRACTOR SHALL PIANT PRAIRIE REED YIX IMMEDIATELY AFTER FINE GRANNG AT ALL LOCATION THAT REWIRE PRAMIE SEED YIX. NO TEN, BABY SUED NIX SHALL BE 10-4 O 1 -- TOFHSMXXX.X -TOP Df fORA1110N [HLVATW I— AT LOCATONS WHERE —Be SEd YUI WILL BE PUNEED. T XXX.X BAEFNIFNf iLMR ElFVA1XIN WET POND 1 P EMERGENCY OVERFLOW WEIR DETAIL , DEWATEuxG S ANTICIPATED DUMNG CONSIRLILTDIE OF WET PWD. CONTRACTOR m RESPNESIBIE FORM NR MO IEMODS OF DE101H N4 AND SHALL BE OONf IM TRIO NOTE: GRADES FEW TOP OF BFRY, OVFPFlOR SRLLWAY, MO ACCOROMp WAIN DNR T NHD NEL SNES OF 1061 --— - -_ W110M W POND SHALL BE PER PLAIN. CUT AREAS SHALL BE RESTORED WITH 6• DIDTH OF —IL MD FILL AREAS SMALL BE RESTORED WITH 8• DEPTH OF TOPSOL NIC 36. OLA PRECAST \ RErE INDICATES 1GO-YEAR 7OP-795.60 STRUCTURE FLOODPWN LINE (PER EXISTING SITE TOPO BY TRIO wENPwwaw.eo _ _ . _ . _ . _ . _ iDD-- --]— - — . — . — . _ _ _ _ _ - ENGINEERING ELEV.=788.95) OI]IIET PIK OWES LR- \\, IS* RCP O 5-217[ TOP-794.10 9.hlF 3• PVC PPE W POND OVERFLOW J6"q61 S-o.oml I.E-790,60 SER (LINED N1TH NA GREEN C7500R 1ov LOCATE empu — REST 57E PROPOSED TRASH GRATE �AT RPE FND 10' WIDE SAFETY EQUAL EXTEND MATTING TS• I E - SIE1FOfAT IOH:1V /SLOPE BEYOND TOE OF BERM TO ELEV =783.00) -7-7 w — —JB']8060 NORMAL WpTFA 0r790.60 N —POND RISER / -I}I EO AND RCP 0� PIPE/ WoD BE) ($EE,DET� 1M0-PIECE HOME—"" DPE 2• MILT( 5• ? ANTI -SEEP COUM , CUY LINER ED, ON OI/IIFT RPFS (REFER TO BDITC) CUY UNER EL"785.60 0 N016) N 00, WET POND 1P & OUTFALL STRUCTURE DETAIL (;a J y 3 NDF TO SCARE r , y ,.E V =' = fBaSa ' JIs 0 6 2 O�j�j TRASH GRATE /36* AST CON Q+ `3 F}•. Y BOLTED RE PRECAST CONCRETE 63' " Al 1'"' V m STRUCTURE RISER STRUCTURE RIM=794.10 IPE REVISION ]HISTORY 't DATE DE6CR�1'EON DOM/AA B91MA BIBAITK RCP OUTLET PIPE ASH GRATE aPINmPW pi wA1s PI I.E.-790.60 BOLTED TO aeEwi>® 3' PVC INLET PIPE - TRUCTURE NORMAL WATER Ders9m7t aa. RUTa 3" I.E=790.60 = (� �} - EL=790.60 EW2rr2oa ovl NArs f FRONT VIEW TOPVIEW INPVC INLET PIPE OAT@ DECEMBER 01 2028 JOB NUMBER: - MR -SEEP COIARS SIWA BE 1/4• POLYETNlLENE SHEER WMI COUAA CLAY I➢IFR ND1E: 22-028-1155 -2' THICK my HER IN ACCORDAME WITH WORM TECH. STD. 1001 TYPE S. AND R ERf• -DAY UNFR BE -CLAY TO THE 2-YEAR PFAIE PONDNG ELEVATION OR A FUR PIPE; pMEN9DN5 SHNL BE AS NOTED ON ME OETNL - NSEALL MR -SEEP CO LMS PER MANUFA.CNRER SPECFTGTDNS. DESCRIPTION: POND REsmRATX1X NOTE THE YIN. 1' ABOVE TIE SFASpLY WCH GRWND WATER FIEVARON, WHXIEVER G SEASONAL HONERfF)EV."79L59) -CUY UN WIERMLS CITY OF MUSNEW REQUIRES NATIVE PRMDE VEGDATON ON THE POND SHOULD BE COMPACTED TO A MINIMUM OF 90 TO 92% DRY DdSTtt AS DETERMINED Of MODIFIED PROCTOR (ASLM D1557) SIDE -SLOPES AT A MINIMUM, VEGDATON IS PROFFERED FOR ENTIRE POND OCELOT. SEED MIN MUST BE OBTAINED FROM A RFPVfABLE. REGIONAL POND DETAIL -IF PREXNMINANTLY GRMUUR TEXTURE NITS MD/pR GROAONWTER XtTD1Y IS (WRCONSTN N MIDWEST), HATVE BEFO NURSERY. SUCH AS MRECOL CITYENCOIRATEAFD AT OR BEIDW TEE BOTTOM EEVATION Oi 11E PONE) •BACRFRO I• LIFT OF mm RLL MAY BE REQUIRED TO BE PUDED ALONG WE Of MUSKEGO RECOMMENDS MEDIUM MOISTURE SUED MIXNRE (MAN I r. AGRECICS SHORTGRASS PRAIRIE FOR MEDIUM WLS SOCWAl15 AND EASE PRIOR TO COMMENCING WITH ACTWL UNFA PucEMENr/coNSmucnoN To AND I ATTANING A sTTISFrcroRlLY CDMPALTED Mlpa://wWW.Rpncel.eom/aBDHB.oaspnlHemedlum). SHEET LINER SECTION. THE PLAC— OF A *SACRIFICIAL' UYER IS PMOCUWTY BENEFlCML IN CREATING A STABLE SIDBASE IN THE EVENT SUGHT GROUNDWATER ALL AREAS THAT ME TO BE SEEDED WHEN NATTVE SEED MIX SHALL NOT BE PUNTED WITH ANY OTHER RESTORATION SEED. P TURF GRASS SEFPIDE OCCURS. - GECTECHNCAL TEST. — BE PERFORMED ON POEENTEI CUY LNER OR OTHER RESTORATION SEED MIXES ARE PLANEEO IN MIND AREAS, THE VIES AIM MUST BE ALLOWED TO GERMINATE AND THEN KILLED MATERLV. TO CONFIRM TINT SPECIFICATIONSARE M. WITH AN HERBICIDE BEFORE NATIVE SEED MIX CAN BE Nd ANT . L C'' R1 W CORRIDOR I \V�951i LLLLL LLL LJ tLLL'� \ / LIIL ` w ._'Pa�sIFLLLLLL � ,LLLLL I -J— L L / MDICATES 1D0-eEAR INDICATES AREA FLOODPINN LINE (PERT 1: E%ISDNG SITE TOPO BY TRIO OF FLOODPLAIN ENGINEERING) i COMPENSATION 102.67 CY OF CUT AVAILABLE g j ALTERNATIVE FLOODPLAIN COMPENSATION AREA. (TO BE USED ONLY WITH OWNER'S PRIOR, WRITTEN CONSENT) o KAU 1• a AO' (22•XN') SCAIE: 1' a W' (11'X17') III I r / ? ILLC>, LL. 1. 1 Lr� / r Ti LLL C L4m& L L % I INDICATES -PROPOSED . ' . . 7 ELEYATIONS- LLLLLL � �1 LLLLL,V;BB �LLL/ LLLL.� I10UNDARY. .i. - �JeLL�� VERAWSS. . / OFFSET I ® CONTRACTOR IS KW@ED TO CONTACT OMTS IIOMME TOLL NPIE RACT FREE TO MAIN L ON OF ANDEpa 0 OFOUTIES r TO IXRIINa UNDERGRDUXD UTXITY INFOPWTIDN WAS OBIAINEO FROM AVApABU RECdtOS. ME ENGINEER PANES NO WARu R F` TO ME 'R'=NCY OF THIS INFOBYAOON. YERIITCATION TO ME SATISFACfgN MIN. OF 3 ME WORN. WISCONSIN STATOR IBLO)15 PEWIRES OF MF CONIRACiOR Of ALL WDEmRWND UIILOIES, WNEMOT OR NOT SN1pN ON ME PLAINS, SNALL MIN. OF } WOpN DAYS NOTICE BOODE YW IXGVAIE BE ASSAYED AS A CONEFFON OF ME COMRACT. ME WNTRAROR S NOTIFY ME ENGMEER o ANY CALL INGGIM RO7IJNE 1-11011-2AWy6D DISCREPANCIES BETWEEN LOCATION OF ODIIIIES IN ME REND AND LOCATIONS MOWN ON ME "$, INDICATES AREA OF PROPOSED FLOODPLAIN FILL 83.85 CY c Swwp Pror FPR ID,..Pr NAM O Gmva e Na,.NP e.ks�na EumNsm2e Cc�nP,nwn s,,,rk. �Porarpu cuc A,nn FU F.na .ac IAOa e,eww�rarnn+, FN VmPmPE,gwnn. aaaa,.Yd edBsc d -vas IYNYaYm.Nw,w.a, u,.v w> cmwl�nnNwmNDN, aac v Fa vcWmeluvyunMl S}.S}lu Y0. --Itnwlu----,-- ----- ESTIMATEDIBI 5--- d - VO B OF FI WIINN TIME FLOODIPLAIN 0 x ie SPN,ee RPPACIRYOEWE O x 1 1 1 � Sveecs wP. I 1 Gmm i c TM 1 'vx5udxe F+51YY�ii Cnmpa,un SUE,a 1—CUT 1 CUFigw tica 1 1 1 GNwWme(a—ICLACu Yd 1 Fa.a.n,oNRs<dF e.Tzen.vd 1 Nd xYv,wlPq�PUS i1S)Cu Yd�Gt. �w.Wmelvn,gvua; :aLYS , .oAvr.e (uuq,rttM a.L`Cc u Yd - l� - - EXI51Wa COIEOIIx —79W— - PRavaaEo rnlrtaRl E— - FLaW ARREN X 779.10 - FpoPovn SPof FIEVATXNI FYG XXX.X- F-EN rARo aPAa RYG XXX.X- IXPoSIFE rum GRADE "OF XXX.X - Tar OF FWNMRW EIEVATION BSMT XXX.X BASEMENT FIOON mAO:N O v co w N O U Tn 3 0 0 J x3 (• N : u 1:1 f U Y 5 Z LLO aMO O y pa, � cti ym DATE: DECEMBER 01, 2023 JOB NUMBER: 22-028-1155 DESCRIPTION: FLOODPLAIN COMPENSATION PLAN C2.2 3 0 INDICATES AREA OF PROPOSED FLOODPLAIN FILL T 83.85 �Ci �A a IcarB MA e_... , 7W LLL LL LLL LL k L % INDICATES- PROPOSED 800 w INDICATES PROPOSED FINISHED GRADE �m —NMCATES EXISTING - - - fdADE INDICATES , FLOODPUIN 1 784 FRI AREA 784' r I I I I j r LL ' - LL L LQ i' $ i•O£MTIDNS• FILL 1 CROSS SECTION 1 .7"WeAD CCL L L.1\ I.. . - ;` LLLL t LLL1 %R 1 J_ 7 � IgDIrATES IOO-YEAR 4` LL L • • BOUNDARY - 3 �RmOP�SwIE TO o TRIO ``�Ll /k/ . • • Z ENGINEERING) INDICATES AREA 'I \ \ mimes. OF FLOODPLAIN 15 \ tis COMPENSATION aFPSEr �> Nf 102.67 CY OF / CUT AVAILABLE I e SCA¢: 1' = 40' (22'%34') r oxn oATO rxn rx3D zxro rnTo -- '800 800� i [ r 798 [ ' - - --'--- - INTIMATES EXISTING ' ` i792 -INDICATES 792i i [ - FPiIEV_It&.95 '788--______-__ 788, ®COMRAROR IS IIIW R[D TO CONTACT DIGGERS NDTIINE TOLL INDICATES PROPOSED YREE TO OBTAIN IOCAnON OF UNDERGROUND UnllllES PRIOR TO FINISHED GRADE INDICATES COYYENCIXG ME WORK. WI$OONSIH S[ATUTE I62.O715 REWIRES FLOODPLAIN MIN. OF 3 WORK DAYS NORCE BEFORE YW E%GVAR. COMPENSATIDN CALL DIGGERS HOTLINE 1-Waf42-!6L 1794 AREA 784 �NDXPIE: ME NG ENGINEER W IDES unary INFORMATIONEE AS TO ME ox[uNED OF AVN OR. MO ME ENCINED Y ME XO cuAMN OF TO MC ACCURACY OF UNDERGROUND , WHITHER DR To ME sAns THE GF S, c LL ME lop of Au UA coNIOVND ununEs. , W NTRAC OR N01 GNOnr1 W IK PWIS. SHALL RE ASSUMED N A C01DI1NCI OF ME , CONTRACT ME CONiGCIdI SHALL NOTIFY MC FHWNEER M ANY DISCREPANCIES r arnrtEx LacAnoN of ununEs IN ME rLw AND LWAnoxS SHOW ON THEPLANS. r__________ �______t!b?______1H2AVTt,i2_J CUT 3 CROSS SECTION 3 FILL D FILL 2 CROSS SECTION CUT 4 CROSS SECTION DADA IB00 ww -xw ,oD BOOT ' INDICATES PROPOSED FINISHED GRADE i 798 � I I 792 -INDICATEEXISTING I I 792 I r I I '7Be I ' .----------- ---------- INDICATES 788 I 784 r r r r ' FLOOD LAIN FILL AREA I 784� , , , , r L----------D112-----J� -----lN.$,-_-__-2114-J , FILL 3 CROSS SECTION -INDICATES EXISTING .GRADE PROPOSED E 'INDICATES CD GRADE ' FLOODPLAIN COMPENSATION AREA --- ow I'm Jbv 2N CUT 2 CROSS SECTION CUT 5 CROSS SECTION DATE DECEFIBER 0% 2023 JOB NUMBER: 22-028-1155 DESCRIPTION: FLOODPLAIN COMPENSATION CROSS SECTIONS SHEET C2.3 I -- __ �INDIGTES 100-YEAR r RADDPWN ONE (PER. PROPOSED SILT FENCE. � EFfEC11YE 11/0.5/2014) PROVIDE DOUBLE LAVER 4-a•"�' ./ ALONDWETLANDS AND WITHIN. 1 - FLOOD( INTYP X X :� ••' �'Y" 1 TEMPORMV BOO/ •` •' F7FG DEWATERING '/. „- \�; , •C ENCLOSURE y 11 'I TEMPORARY - ENT BASIN 1 TOP - 7.80 WAY = 794.80' WATER - 790.60 BOTTOM - 785.80 � ! DVG a Pp.SPQLIAIAY < BBI]f6W • 9TABILVAnON a To \�, NAND IWTB�r •_ BOUNDARY, a ♦ a • . DIS RBANCE ,I\\ a WETLANDS« a A 563 SF. ♦ r ' J -- '-1511. SILT FENCE INDICATES 100-YFAR--- � - RELIEF(TYP) FLOODPWN ONE (PER \ \ \ -� EXISTING SITE TOPO BY TRIO SLT TRAP 2 ENGINEERING) \ \ TOP - 792-0 \ -_-� SFLLWAY - 7916 �. \ WATER - 7900 _.- SEDO1DARY _ CONTOUR - ; '.• - PROPOCONTOURAENSwOLD *$ Y -' • RONMENTALODRRIDOR - - _ - - - _ - - - - _� _ giaPoSFO ftON NNDM A K—x—X-- PROPOSED SILT RICE PROPOSED TOPSOIL O - PrtOP(RO NIET %g1ECRON STOCK PILE. PROVIDE �. 15' NEIIAND DOUBLE LAVER OF SILT ® -PROPOSED,SIMW WRITE OFFSET FENCE AROUND PERIMETERIBM - PROPOYp INLIONG PAD _ U . �` EROSION mNTROt NMR I f EROSION CONRDL TWIG MEET THEREOUIREMENTS TRI O ( • l ` -X -� .. �\\ �,). x / MUSKLOD STAIN OD.ARD5E LILY OF « • • • • NOTIFY CRAEF (1-414-406-6953) ONCE µL EROSION CONTROL IS INSTAl1ID FOR CITY INSPECTION ANDNCE MPROVIL PNDR ro STARTING • )1'EYlufi I I .I k� carsNucTrox / ALL NOTIFY M,o, �Y CONTRACTOR SHALL NMFY THE Cm OF WSKEm 79�6 A11 CENNGE1 70 CONTROL N THE EROSKN CDTRM PLHI. CRY OF NSKEGO RMEW NO «` . �iFTIN{D • / / APPROVE ALL CRNXSB PRIOR TO BWNDARY Ir -. \ ®P� COMMDDNG WORN. _ /; CONTRACTOR SHALL WIFY THE CRY / OF WSKECO WEN THE SITE 3 '-.t • / I BS P gOND } SURLY ESTABUSxm AND READY FOR • • %V ATC 7wN0 I FINAL INSPECTION. UPON CmS ♦ e • . ._/ FY�� l r APPRDVAL E OFA m TO RCONTRACTOR SIKIe �-� ♦ " _j '� !INDICATES - ... EMOVE � / _ M CONTROL CONTROL sxAu BE ENTRANCE(TVPRUAYOID '� '; �� '` ®, KEPT ON SITE R All TIMES WPoN6 ----TONFtlGTS WITH I M OF MUSKECA SHAL ' TEMPONkLY TERM. CENSTRUCPON UNTIL ALL EROSION CONTROL MEASURES ME UPDATED O AND TO THE SATISFACTION OF THE N DIY. IF CONSTRUCTION B \ � T 1 -`. �_ } r TEMPORARILY AAT DOWN BY ME Cm OF MUS[EGO, THE CONTRACTION SKVL GET APPROVAL FROM THE Z _EROSION MA1;ON 4 1 Cm NHEN THEY ARE ALLOWED TO y i AND GREATER / COMMERCE WORK Z ---- I\ - SLOPE..... .. A. GFIEEN UNOISNRBED PORION OF OWLOT DO -MALE/T UIRED PR TE FYG BOS2 �I / w___ Y7\`) E RfSBY O7NFAS PERCi y _ / NLL MILL BIAED PE PEW. DO iMETV I ) W! \/THETO W J 1. mra¢uLCAsuEROSION. 3 YNOE PaEARa AND $Luna CNISED S, CaS1RIC110N OF THIS PRYECE J N ED i :. 1 f RE9JUMm IECNACAL STA`GWDSIpL19VrCE NRN WIYON6IA DFPARD4Nf ,C^` //A > J Vr COMRI MPLLSDrUTIgi . PNOR ro .NC MOR . TIE U V r2 S W INDICATES `-gam" 1 , LYNfRH00R W`Y S. IEGAFD TO SU@.YF M fRSa ND 4DYFM WYIPoL U Y /: �`' " /% iVN, [ETNUNG sPmDC APASURES 1x0f MILL BE USED IN T YAWD6 STN£s CF Z LL Q N /r STRAW WATTLE' / CCfST . FUR APRiTrA1 BY THE DEXTER O W IASIEME TAna THE mrmgtlaR SHALL NOT ®N Waa LNm AFTER NRN. MINOR INAN1 SFLYLOT 0.YTIPOL [DANCES PRE N PLACE AND AP07.ID BY TFE w BS�, 4 EROSION COMMON. MEASURES SMALL INCLUDE BUT MEN BE UNhD TOTE m A QYFRf RFAw RIA#iF FROM FLD1MIt TIIGUiI THE NI51PolCRa snE I� B PROTECT DaraTRFw a ADAeENr w9ERrMn ME METLYrIR xm+ mr FENCE REVISION HISTORY ON .1S%% a DRAY STRI n PSlu UNTIL NEENURED PER aasWKTDr. DATE DRSCRBTION ............... . n _ �' -_ _ s L a PIAQ Ai fENCU OR WHEN CGAIRIL BYES ON SIR•Xr NATRES N mCN3 / AND ORIm DRAINecE wWs ro mRET,T sEDNDT END ro sLav TIE R:1[ICIIY mmrma MN1 BIMrtK OF RrNOR _____________________ oerIYNPX IM PMW .___________________ TL_ 30' UIOSCAPE 1_. __- E Pmlmf SDRY SDWA INID$ A•D TIE lPSTE.w FFD 6 CUIAfRIS YAM 9Lr OBµIDTWf aSL NAM FENCE OR BDSION mPOROL BYS .. F. P1DA R REMOUM. OF EMANATED BEDI. avAmme IM nArs C. RTORER STOOGE OF &O61LL ANI CN _ MATERIALS S_ O PVGNG SILT T. CUM SE l�lD SLT fFNfZ MOLID THE MPAIRFR OF ME SHE PDrLF: a mR mNTAL &Ib a HE Ogw To 9DES OF 519E RYES. �IO Ir I L SEM AID tlNB SITE R mMSIPoCRa ND ROM EMYE OF ONO PO TO mt61MKIlON SRE i0 3 SIIW IOPSOL SFID I1D SL•BRQE SImIPIIEt WENIIELY LPa [ONPIETION A STWPIUNG. I PRWRf SmIFM FIDII MANS IBYMD ONTO A9VRAMYS A BF4R1 AIMS GWXXG m 1XE SIZE (MASS LES, WY ONLY OCCM/OaIINLE tEffi EROWI CONIRtt YEASURTS 1. FRDNf (S•ME wr/ CIDNUP di ANiERW. 1RICIPD ONTO ID19ENf SR¢lS /1E NSTNIID/CNSTRKTED OiICH aECR, En). -EXISTING 6' WIDE UTILITY(SUMPS, BWAES, S.NStvL TEIWOURY WERN SWR6 AND SIT iWP A SFDIENf BASX PER 'UM,. K NFL EA5 MATT,Ht - PEM�DmI ocrcem Is, wsT a lE.sram DATE: l FASEIA165 (PER DOC. B ROUN [NUDE SIIF. RIXI UIMES ONm STOSI MIER 6 FAXIROUED. WM PCUtIET1 AN a THAT wTE rt654364) 61. D6TIRffD 9DPTS MD PNID SAPTS N BE RTSfaED (MiRW 7 wY5 a TE FMO a OSRIAB'llCi) WDI S iEWORVO' EFCGa LONNOL AEASRTS. OECENEER D7, 2023 \ TORSOI 5® AMD YIIICH OR EROSION TOTING. A THE CaNADOR SNL CCMTNICf IFAPOPARt EEDSa mNIROL AFASURES. 7. xsWL sAAmID stwE2 SECRETE rRt TEmxc AHD COMAR cnr PRIOR m ooxxELTwc ro DORRIG WR. NFnE Em3a N LWLr To ¢ A PRC9AI RIGR ro N.aaxc woRK a NOTE IINi TN6 Sim MAY BBiX mNCURRDR WRH RWON GRADING DICE IHF UIDR MFM HME BFm cnrDED ro THOSESE" 6 THE PRaECf. TEAPq Mt ERm10x mMTRJL xFASIFiS • BOTTOM - 787.0 wLM' RN INPm OF .n .I i I ORY SEWER AID ABSm m EROSION CONTROL MEAAIRa PFR FROSOx CDIINK PLVL tIOTE TINT 1N5 9WL BE MANONN'D UDL AFTER PFAMYETAf EROSION CCNRDL SUCH AS JOB NUMBER: iNT smlro a soou+a x6 aar ESAaISIm. 1M1 - Ma-[NMX¢ GOSION WL STEP WY BEAN COHr1RPFNf XA1H SMRMY SETTER INSTNUIION. B. N THE EDAM M PERMANENT EMOSC r CONTROL. AEf5WE5 ARE NOT FULY 22-O2B-11$$ t OSI -CHANNEL EROSION MAT & ROM STONE n CKNG PAD AND NSWL STONE BASE CORE CONSTRUCT CURB AND ASPHALT TRAIT, AND PUCE LLPIDQRED IN CURiDT COSRLCRDI SEASON. THE CONNAOTOR SOLL BE TOSS - SENWENT BALL MRRID (NON-CHA ND) BPDFR mIRtE PAVEMEM. MDIF TINT DBS STEP MAY BEAN CONCURRENT MN (NISI CHIDING. RESPONDEIE FOR yMMMML ALL NECESSARY TEMPORARY EPo9a COVIIDL f05R - AO FENCE 10. RFSPRFAD TOPSOL MO PACE S®, MUICN. MATTING MD OMFR SIR SfµN1IIR1 M NEEDED. NOR 1HR INS SIFP lPA5LYE5 UTL µTEA PFAWNEM YERUE$ HAVE BED! CaPIDED IN 1XE _ 0 io 4O m I0E0 - STORM MET PROTECTIN FOR Cg6T. SITS MAY Slopl CONCURRENT RN `MSN GRADING AND NON, mMTMCIDIr. ALMA HERE TINT AN, ARM SEEN AS POND P_NC YF/A DESCRIPTION: $CALF: I' = 40' (22'%3A') 106E - ONNI .1. S NICS, TW ARE ANSH GRADED AND TOPSDIED SWii BE SEEDED, MRCKO ND/DE N m LO ED'AT¢Y µIEK B NL DSFJHMACE NEAS THAT REMAIN INACN£ FOR SEVEN Mn OR LONGW 9Nll SCALE: I' = 80' 1I'X17- O TEMP. EROSION MATTING 165T -STONE iMCNIX4 TAD AND PPE WASXIXE TOPSOIL. 6 %/FED. NOTE TORSION IN RXW-OF-WAY MY NIFR ME BEftIiS NUU(6 mYPIFIm. gIAE TEypOpIA! q"FpNG, TOp9)IL gEp, y Mltl1 (STOATF) TOTS Ai TMEy ( ) IOSI - WUHING FDI CONSTRUCTION STEI 11. REMOVE EROSION CONWOI MMCES. RED) TEMPORARY TRAPS AND BASIR, AFTER SIE 6 FULLY ESTABLISHED AND ARE BRDIKAT ro FvrL o4NSRRucmw GaADEs. DEwm ro o[a.R N DAXFs a EROSION CONTROL N.A. GREEN S75BN 10SB - TEMPORARY SEEDING TIDE 6 N9 OWILE EROSION, CAN TARE PLACE. BUC CLASS I URBAN, TYPE B 1081 - OE -WATER. IL UEE SEASON (.AFTER OCT BER 15) STABL6AlION XDIES: 7. "TON. SNL ff N AmDDANCE MiM NOR TECINMIL STANDARDS. UTWE PLAN - SUM.- MUR ICI. NL AAFM TENT MALL RFIUYX 06NRED RTFR OCIDBW 15 OUST BE IDPgUAIY fESICRED CO E TO 03 IS REWIRED TO mMAOT DOORS NDU ILOmNE TRL ORA - SENYMf B451N /STANLTID M OF WON NE BYRES) PULED a INX51UdfD CPoUD. AS SPE61ED a iN5 RAN, CHANNEL EROSION MATTING TINT DATE TIDE TO DBIMN IOGTa Of UNDERGROUND DIRITS PROR i0 MIDI IECUIED. 1RENa CGWIERNC ro mANAIm smMM B•GIYS 6 COUMIN. OF 3 THE WORK OME BEFORE STATUTE UAVAT5 REQUIRES KCLASS I NATURAL ICE. µ AREAS FIHI TH STI9YRDN TINT OCWR AFTFII OCNBER IS WY REDIIIRE CON STADAR TO m1ER pSTMEED ACClF SILT FE CE ONA CC YIN. Of 3 M9RK DAYS NAME B[iORF YW EIfCAVATE. CLASS II, TYPE CN1IN WIC fOAY Of POLYALGIµDE (PAY), PER WOIR 1FaHCµ STNLMO 1050 AND WPOOf B. wSTNl SLi FENCE N MLOWNKE YAIH YENR IECHCCAL SDIDAID FINIS SHEET CALL DIGGERS HOTLINE 1-/O�Sµb6611 HELP�RS�N-LDIL PN IRE CDTRACWR RWL mDIDNIIE WIIN NU/CE ENDNFER Mo WDNI FiM uTE STASa STMRWTOX B. IROSON mMR0. , CON ION µEA AW S NEEHL NDII: O OVERFLOW SPILLWAY 7W'E D NLLT PROlEC110N sHML f2gIM1DTS A IM✓SPECT DDSs mNIRDL MEASURES WEE]aY, BFEUPE PR"DICTED PMFALL IPD EXISTING UNDERGROUND UTIM INFORMATION Wry OBTMNED FROM AYABANE RECORDS ME ENGNCER BE USED FIXt INE15 AT OFAD LION AFTER SIE RE6MS O% OF HAN IN A 24-MDR F RED DUANG mM�MK.Ta. MAKES HE GUARANTEE AS M THE ACCURACY OF THIS INFORMATION. VERIFICATION TO ME SATISFACTION MATTING SPoTS MO ALL OIFDA$ WTHN Tlf B FOAR OR REPLACE EROSION CONTROLS THAT ARE wIMCED OR FOIND. C3.� OF TIE CO OR OF ALL UNDERGRW ND MUTES, WHETHER OR HOT SHOWN ON THE "S. SMALL NA GREEN C350 RUNWAY. I1PE A INIEi PRO7ECilON ION µ1 AALs ro BE SEIDm AND ADLCIFD SFWL 16E BE RR PAL MurN BE A55UYE0 AS A mHOmON Of TN[ CONTR.1Ci. ME CONTRACCTOR SMALL NOTIFY THE IN HER OT AM CLASS III, TYPE A SW1L BE USED FOR FlFID WETS. 9WL BE APPIID FFR N90f SIELfIGYON6 lCJ1G AERDD B FOR PVCOQrf. DMERDMDES BETWEEN LOCARON a UT IMES IN THE FIELD AND LOCATNRS SHOWN ON THE PLANS. ER➢$tlN W9 SYAL BE DARTED a SIIOPF3 4:1 µD SIRPOL INDICATES MOWED PATH. SI LANDSCAPE PLV J DOInPACTM 6 REQUIRED TO CaNEACT DIGGERS NOFUNT TOLL TREE TO MAN EDCAMUN OF UNDERGROUND URIBIIES PRIOR TO DON ENCINO WE WORM. WSCONSIN STANIE 182.0715 REQUIRES WIN. W 3 WORK DAYS NOTICE BEFORE YOU EXCAVATE CALL DIOOERII HOTLINE 1-800-242-OM EROFENG UNDERGROUND UONTY INFdIWAWON WAS OBIUNED FROM —BIE RECORDS. ME ENGINEER NIRFS NO WARANIEE RS TO ME ACCURACI' OF MIS INFORWnON VERUICAnd1 TO WE SAn5fAC1ICN OF ME COMTRACTgi QUND OF ALL UNDERGRURMnES, WNFMER OR INN SNON'N ON ME PLANS, r- BE ASSUWED AS A CON -IN OF ME COMIGCF. ME CONTRACTOR . NOTIFY ME ENGINEER OF ANY DSCREPAN0ES BEWEEN LOCAWDN OF ImES IN WE FIELD AND LOCAMNS SHOWx ON WE PUNS. _=1RpP�5NUNRi_� PUBUC ROADWAY S— BE CONSTRUCTED AND TESTED PER CFN OF WUSKEGO STANDARDS BCONB, pb RA • CONCTOR SNALL INSTALL ASPHALT WEDGE ARQUND ALL UTRITY NANHOIE STRUCTURES AND CURB R GUTTER PER CITY DETAIL E� PAUL J. =S} JENSWOLD = CONTRACNN SHALL BE RE-NSIBLL FNN NIWND ALL ASPHALT WEDGE$ PRIOR M INS "NG ASPHALT SURFACE CWASE. - ' / CITY OF YUSNEGO NAS ME PONT TO REQUEST ME PROFESSIONAL SERVICES OF A GEOTE "1- ENGINEER AT ANY PANT DURING CON51R11CTION AT ALL DEVELOPERS E%PENSE. CONTRACTON SHALL VEUNY PDEQUATE COVER 6 MAINTAINED OVEN / ER . GAS UTILITY ANO COOROIN.IT[ — OYNER OF UTILITY AND DESIGN ENGINEER IF ADUUSTNENTS ARE NEEDED. \� TRIO o w w BD SCALE: t' = 4 (22'x3N') SCALE:_= BO' (1 t'xn') CITY OF ROADWAY PLAN & PROFILE �,MUSKEGO NGINEERING DEPARTMENTaim UE u1 B2 SUM RNMNE AVEN USNEGO, WISCONSIN 53150 xRl¢R•-V : NBm:I•-RE RRW ^�d^•�•I�xIA rRE NrPc u-me-Ils mmlmN al Rw - - . rntx NRM IwAJ1 ---- __ U cAurAo v APPROXIMATE Ti GOCA 770, OF EXAST,WG 0- -.__.GAS MAW _ I � I I � � I INDICATES PROPOSED IN.C,- —NO CENTERLINE GRAOE� �CENTENUNE GRADE 8 8 w m m ^ 0 fNttl Is50 TKO 2�50 h4G N50 ItW 4s50 EaLO 5i50 BICO E.I. 7f 1.50 8'. DATE: DECEMBER Ol 2023 JOB NUMBER: 22-028-TTb5 DESCRIPTION: ROADWAY PLAN & PROFILE SHEET rM $r 1-1•. a CONITNCTOR 5 REWIRED TO CONTACT DIGGERS NOWNE TOU FREE TO 011 LOC.ATON OF UNDERGROUND IFFMIS PRIOR TO OEMYfN— THE WORK. WSCONSIN STATOR 10.0715 REWIRES YIN. Of 3 WORK DAYS NOTICE BEFORE — EKCARATE. ➢ W CALL DIGGERS HOTLINE I-Wo-242i6u IMFNG UNDEAGROND UFIITY INFORWTION WAS OBTAINED TROY AMAIIABIE RECORDS. TIE ENGINEER YAKFS NO WARAMFEE AS TO THE ACCURACY Of TINS INFORMATION. YERUIGTON TO TIE SATE 131 Of TIE CONT—FDR OF ALL UNOERORWNO UT511ES, WIETNER OR NOT SHOWN ON TIE FANS, SHALL RE ASSUMED AS A CONDITION Of TIE CONR.ICT. WE CDNIRACTOR SHALL NEI TIC ENGINEER OF ANY OLSCREPANCILS BErvREN LOCATKNI Of UITLNES IN THE FELO AND LOGTWNS SHOWN ON THE FANS. mim— 7H U we PUBUL ROADWAY 3NALL BE CONSfRUCRO AND TESTED PER CITY OF MKEW STANDARDS WRTWCTOR SW1LL INSTALL ASPW YRDOE AROUND ALL nI.TY WN— STRUCNRES AND CURB B GUTTER PER CITY DETAIL CONTRACTOR SXALL BE RETPOMSIT.E FOR RIWNO ALL ASPHALT WEBI PRIOR TO INSTAWNG ASPHALT SURFACE COI CITY OF RUSIQGO HAT THE RIONT TO REWEST THE PRORSSIONL SERVICES OF A GEOIECN— ENGINEER AT ANY PORN DURING CONSTRUCTION AT ALL DNELDPERS EXPENSE. SCALE: 1' = RO' (22'K34') SCALE: 1' = 80' (11'K11") • SCALE: I' = ND' (22'K34') KAU: I' = BW (11'X17') DATE: DECEMBER 0% 2023 JOB NUMBER: 22-028-1155 DESCRIPTION: INTERSECTION PLAN SHEET C4.1 3 to Zoo, ]91s 'A,,� E WEIWOS• ' (/ @YG f9)tj PROPOSED 5' ga� a«s-Wx « , a STREET TREE i, y: EYG BOLS _J 1F l�I.E�91.48 .'SECUND�RY« J f-EASEMENT �]t ,IEHSKUIo or' L ]S4si . ENNRONYFMAL • 1 D 8 8 6y CORRIDOR' i>ea m C.0-]k3 1P •- .mur - 1. I t'6YL[r"i9.am oB.a.rl 1 9 1 /�/ I - ` ' .i,Alx .__--- - r/ ., I S a B' LE'ry531« m W L e'1E A41f'•Y - I` , + AA' - r PPC m G0. _ __ ---- __ - w REFER TO 1 P 191 O T1N:� SIDI SIP m to. 3B-2'-^�-- SXEET C21 FOR aAa nOP. 3 gNQI11Y SEWE11 PoY POND OUREI J- Im r IE. ]9525 / DEFYL9 / \ `�., �P—---____ T aM M \-.- `y IE s¢ sxm 1 p _ _ _ - _ / WcOoxwmwv wart POND I.A. 3 F` ------ I' bm4]' - r ry0 PROPOSED a I stir FAR , r e LE 7 w e), STATES tp L —3A - IF I S' LE 7e1 S1 FASOENf �m ur t m I - wy'p-yyr PYO _ FYG e0=! I eEU.B- - WIN $ '1 , e -YK I B6Nr ]eL! >WqL TL '� Fywri Toe ens i : m r z eDAe •.-'i a s•Lsx w / I �� ., N S �S'1 6MG]P ]9Lr S0 M MAN N20 f1'G 6' LE ]9Lfl % 1 2 : � 6 e. r 4 / =EE exLT 6, r LE 193.50; I I &IGSv 990.3 �} SYG i C . � � � RVG ]9i6 i I I ;l I.II ,� U) FROM ED 20' SANITARY) PROPOSED HOPE SEWER EASEMENT STORM SEWER = y Q U In 6 WALL 1• = 40' (22')Me) SGAtE 1• = SD' (ImIr) i/i O J STORM SEWER -A Y 3 cTTYOF PLAN & PROFILE F In a � O W MUSKE00 W N i Y M.uio•& DIFBIBN a, NN O O W ENGINEERING DEPARTMENT a Rm a f W1. 6B21D RAONE AVENUE Nw F 0 N N YUSHEGO, WSCONSIN 53150 NDAQ,'-W : tGf:1'-W W V m STORM SEWER aw s P tlow ,. v HDaD srA: lWxaO T¢sTA: 1DBx9D "' Nwe a-9a- _ 1-00 fro w raauD rarsx0 I— rD1nsD Im.m WIX rww] roruD ros.ro ra9Aw ra6w0 rOsstD IVIED REVISION HISTORY ro)+a0 �FEwro T B-- I DATE DESCN�7ION / Mel BIB.G]Al 1150rbp•1I1-11AAA1CCCAHHx•Ovrv2w Ga PI.W Hsi saiO�wl s rnm STORM SEM NOTES ^6,CI01LL - W ]ESFOXE & NFXL�165.0' SPOL 9KFiLL� WESf01E-IB LUESf SPOIL OLL �M7 SPOIL 81q(FILLNI[ 110t 16].tl SPOIL MORALMORAL[ 1�FFn11 -I LL BOO v� Oa www IFBA'W3TIMS a3RRl awl ¢ mH—O Aw° Twlmiu mi a I FOR roipavH nDlw Pma RH �' INDICATES PROPOSED A uw Yu9wl¢ Aw ]° FlNISHED GRADE DYER 3T� q,�i A'D N.R 9wl t 1/N- yry� Hy yroy SI.B'-IB' HME STA. STORY SEWER 206.3'-15• HD axu 1s+C1A3 uD aeulx N I9VA!Ta WO a/I-w[ stw[ aes mR ul SOWER a 3=1.,0% - — — -. (TrPI 109.R•_IS' NODE m. Nu[1u nm[aWm mlv wu wu NLs'-16' TOPE m. wa: Wml FEtimNO OF am aWI vwm Aum „�1110 „i - son a s-o.sox sDiRa a n ra"�`"AR ul eNHsrz we aw. x.W 1..: a,.eti [la wlF,u ro sou s=os3x m Nx axlu PmYt rom wba¢ Ai nE aorta+Ar ulE Pd aN a ---y-_-_-•- _ ,�-'' _. .-_- YE _—._- STA 105.17. I AMEL. IH0 - wxIPAQI01 awl tm axw aWn YRFAx Aw umAl Ttimr xH fr s.»s. �IHDXATES ,6' f=mIr `To"`IS REWIRED TO COYTW �GGFRSXONNTOLLsTw NiFREE TOORAIN IMATON OF UNDERGRWNO IIIIWES P.. 10 ME WORN. WI.—H STATUTE ,BLO]1S STA. 1NMWNNFGNO YIN. a 3 WORN — HOME BEFORE YOU INUVATE mtEs P D1 LLB•REQUIREN: • E=]91 EXISTING CALL DIGGERS HOILNE I-880d41-L611 STA IQQ.N.05 IB' 3=]9x.N — GRADE fin: EXISTING UNDERGRWND UTIRY INfORYATOII Why OBFNNEO TROY AVARANE RECORDS. THE EHORIEER YAxFS NO GUARANTEE AS TO THE ACCURACY OF W IE ]9T.60 B' N=]9LN 11' W=]92S (TYPO MIS INFORIl1TpH. VERIFICATION TO ME sATSFAETON OF TIE WNIRACTOR OF ALL UNDERGROUND MIITIU. WHETHER OR HOT SHOWN ON ME PUNS, _ BE ASSUYEO AS A CNIHION OF ME EONIRAGT. THE CONTRACTOR SHAG NOTIFY MF ENGINEER OF MY DISCN➢ANCIES BEIWEDI IOGTDII Of MIIIIES IX ME FIT AND U%ATOHS SHOWN N ME Pl— IOJICtl I[A/30 IOISPJ 1O,.. I -DO IOZV50 103 IQHSO IOVYCW IOWF50 IQS.N SINAN IN E — I ¢ LED. 122' S=]9S 1' W=]96 DATE DECEIr1BER 01, 2023 JOB NUMBER: 22-028-1155 DESCRIPTION: STORM SEWER PLAN & PROFILE SHEET C5.0 —L Ul Tvun OLDS •1 • I COERr / I I P94ET }0. INA SCALE: 1' = 10' (22'x31') / SCALE: 1' = 80' (11'NI7) % PROPOSED W STORM SEWBt ® MEE T1CiOR IS REOUIRED TOO C NDEFD OUND IIF ILITEM TOLL PRFE i0 OBTAIN LOGlION OF UXDERGR'" UTHo. PRIOR TO COMMENCING TIE WORN..SoONSIN BTATOiE teLO]IS REONRES MIN. OF 3 "M DAYS NOTICE BEFORE YOU IXGVAIE. tlO1F: CALL DIGGP88 HOTL1IXR 1-lO)1-242 611 EODYNO UHDEAOROuxD MLM INFORMATHNI WAS OBTAINED FROM AYAIIABLL RECORDS. THE EHWXEDI A— NO ODUMMfE AS TO THE ACCURACY OF M6 IXFoRMATION. VEHITGTIOH TO THE SATRFACTION OF WE EON@ACTOR OF ALL UNDERGROUND I --TES, WHEMER OR NOT SHOWN ON THE PLANS,SNALL BE AAUMED AS A CONDITION of THE CONTRACT. THE COMTRAROR SNML MOTIY M ENGNEER OF MY UISCREPAHG6 BETWEEN LO—ON OF MLBIfS IN THE FIELD AND LOCATONS SHOWN ON THE PLV15. INDICATES PROPOSED - FINISHED GRADE OVER STORM SEWER I ! i _..__- PROPOSED I? �- STORM SEWER � miy]p t 'A ED STORM SEWER 199AS0 M 2]p/SO AIYGtl 29MTD 790 SFYIEp y p AMME I'-19' XBPE BIY. SENEI w A1.ON1 2 _ SN Ul YX 2 YY FL= Y E-712�E gg Ir-E=n]e SIM INI e•X.mze -- Ir W=]9232 7B8 SEA law FL=7TB 6 12' 1Y=79 .04 ls' E=79 X1 51X. CR aVS1XG BTA 2WM39.1 784 B' E ]BBJ2 INDICATES E%ISTINC GRADE J 11 sQ YEET 9A �p o 20 AD Eo SCALE: 1' = 4 (22'N34') - - • : I j SCALE: 1' = 90' (11'X17') PROPOSED 12'- STORM SEWER INDICATES PROPOSED FINISHED OVEfl STORM SEWER (TYP.) STORM SEWER e04 ` eoa INDICATES EXWN WESTERN[BT.TLL EGRADE ",..� _. BIDD 800 W-1r NONE SILL 9011101W S.&M SEWFR • 54.57E 792 ---STA-]D09 _5.3• INL ]A OO 792 MY E,75MILIN C Y!=T95.15 FL=mTtB.".H W=]9 1r E=]91 E=791"17 788 AN 3 788 A ]OD S]!O SIA SM1135.7 X' GVC Y TIMM Y EL=TH39 S' N=791.20 784 - r w.»I.Rs - 784 r TESS _CORKERS _DR • T` 0 ED PROPOSE STORM SEWER INDICATES FINISHED OR STOI F STORM SEWER °F PLAN & PROFILE � q.MUSKEGO NGINEERING DEPARTMENT _2 SB200 PACHNE AVENUE MVSNEGO. YASCONAx 53150 IWIa1+9v:vO101•-Rc rnn 9]w1a F>crnNF]9aP1. N M Z p) Z O U on 3 0 °J w 3 F : �Z LL<; O of Y CIE F- o m REVISION HISTORY DATE DECEMBER 01 2023 JOB NUMBER: 22-028-1155 STORM SEWER PLAN & PROFILE SHEET C5.1 . . . . . . . . . « < • • « <MTlPNDS« < \ INDICATES WETLAND < « DISTURBANCE - „T (5.6S7-�F]!' i a « « < < a VOL40 t5 OfiSEN a . . a ----------- - - SAx P.-- /2MH , SRN. PROPOSED 20' SANITARY MH /3 - n j SEWER FASEYENT - - - - - - - - - - - - - - jj I CONNECT TO EXISTING ( SANITARY MANHOLE i EXISTING ID' SANITARY I SEWER EASEMEM 1 /1 PROPOSED W PVC I WI CDR CONNECTION S� 35 SAMTARY BYOUTSIDE DROP 0 2 SCALE: 1• = 40' In x3c•) (CSM /5087) SCALE: 1• = W' (11'X17•) ! dfl� FECRD ONpERGWUXD UTUTY INFORMATION WAS OMYXEO FROM AVYLIBIE MEPTO OB IS REWIRED TO CONTACT DWERS UOTINE T.I.I. MI INS. TIE ENGIH CA DS XO THE M E AS M THE ACCUW.CY T CAFE TO NG M IOGTOX Of UNpERCWMO O 2.B71 PWOR TO Of UNKl10N. NDPoTCATW TO THE UTSTACWX W ON ME WYYENCIHG TIC WORK WRC011MX STAME IB2.WI5 HOUIR[5 WAll EM UldWNA MUONIXTIES. WHEMFR DR NDT SHOWN E TIE MANS, 4D. OP S WORK DAYS NOTICE BEFORE YOU FKCAVAIL SHALL BE ASSUMED AS A COIOF AN OF ME WNDACT. TNF COMWtTOR SHALL NOTIFY E ENSNFFR K AM D5RAEPANCIFS B[1WEEN IDGTON Of SA%UTARY CALL DMa0VJt0 HM'IJ]VEf 1-1OD-2lZ-Nll NRIIIFS W THE flE1D AND lOGR0X5 SHOWN DU ME PIAN9. cIA _sna.n E=7eo.n SDI-M PVC SAM SEWER • "As 24' 1. YX 03 LOT 5 LAT. . 0.83.1 S. LE=7B8./5 EL=7B" 6• I.E=782.6A .1 33 POSED 8' PVC D-3034 35 SANITARY SEWER pDA0W1Y NSTANWR PUBLIC AftSTAXIY SHALL RF CONSTRUCTED NSIRUCTFO AND PER CRT OF YOSKEGO ADS MANHOLE ST SITYL IN AND ASPHALT YAT R PER CITY ALL MIIIY MANHOLE SIRON- B AND CURB A GONI MI PEA CRY DUAL ASPW WDOCE PRI 4 70 BE RESFONSBIE TOR RFAEE ALL ASPHALT WEDGES PRIOR W H S]A E R ASPHALT EOREACE CWRSE CRT OF OF A HAS TIE RIGHT f0 HOLIEST PO NT ERI 510NAL 19MCF2 OF A GEOTEWXIGLL ERSNEFR AT . POINT WRING CONSTRUCTION AT ALL DEVELOPERS EXPENSE. r r o :ova —w—w SCALE 1• = 40' (22.1W) SCALE: 1• = RO' (11*X17•) TY. 56,153 2' r HOPE If rt nsm LOT 6 LAT. 6' I.E: 787.90 MIS A 5-2.15 EL=]98,& 90 X 7- _.- SE=]B138 YN /1 0.5'-B• SOR-M PVC S 55.16.96 SEWTA O S4.11A HW=]a3.0 E=]e3.18 SANITARY SEWER PLAN & PROFILE 0 wr m 2m3 N {7 tt<DrWI ot. wA N Z rv2t•w' : AVTr'w Z 0 U N 3 O � J m Z 0 a 6: a3�cc REVISION HISTE N�c PNWPAY StN91 SKID 9WL D (p61RUClD rRO IDtD WmenCC gal nniom"a; vYGA m TLWIO a M�mS) Af w�WLN` sNm L ml�'udrroa i� toi/2�.o1 eow�Erwi rAro�wl D +A-- DNW wo as%�Ixwol s�mW�aPrs� _�,W�r avu�mAXtu�ina fA OF — BE 3i¢i HYOIo muE SMYPAA IAa06 _ YAu.M WT IA,WA Y ��IK�9PR iWl lP. 1 � TE 16tl4HE Nf OVAri[CMIxG A M WS1W SVrtMY� DATE: DECEMBER 01, 2023 JOB NUMBER 22-028-1155 DESCRIPTION: SANITARY SEWER PLAN & PROFILE SHEET C6=0 A•)� W MOM ROADWAY SUM BE CONSTRUCTED AND TESTED PER Cm OF ,��S�IX N i Q/ YUS . STANBANDS / CONTRACTOR BALL —Au ASPHALT M. ARWNO ALL Mu" P.L J. YANHOIE SL -RES AIO WRB A I—. PER ERY BIT- JENSWOLD CONTRACIOR SUM BE —ES PARER . W RAWN6 ASIMLTESPONSIBLE OSURFACEOC'LLW .E. TO OF NUSKE a • a . • • a SECONDARY • jjJ I I� SN� �•0\! / I CRY W HAS WE RR;11T NEWEST I PR iNOFESSIONAL '20 gd �•1 1 S«'WEITAIED9 • • RONMEM • • •! ' + g�T I ( // /I it �SSIIC"IN` A. - OFVELOPFRSIII NEE"EMSSSAHY POINT DURING I a« �i�nArlo � R' '.� ' '�•` eoa, 9 •YNN '> ''•.' 1' LE .`—= \ ------------ 71 TRIO • -- 6rIAs / I • AAr \_ R PROP. WLT i•, — ----- _ _—_-- POND J _ _ Off_ �.�,I I ,j�7AA7 j rIE—ll�e•rvc - `�� /° • �� / I I ALAI 9Y4 SAN PROPOSEW 20. SANRARY ( W eR ; ;..._ so � - --; II'T :R6'* 77pp ( C • SEWER E/SDIENf tYG 191! iJ EBSLYENTI, j eN'r lI `r EE I 1 _ t0s �' j 6HGW 792.7 796p % �,Glezil ` i d / / D ]o !DRo PrR ROLE 1 1 9Lw°' a9A7T •6 / i♦+ / SCALE: ,• = Io• (2YX31') %i BR ]911 j I ( ep ✓r -F 1 1 l SCALE; ,• = SO• (11.017') d 1 SANITARY SEWER PROPOSED 8• PVC D-3034 ITS °F PLAN & PROFILE SDR 35 SANITARY SEWER AY �MUSKEGO G N _ C3 REM UNBEROROUNJ URUIY INODDYANAM WAS OBTAINED TROY OF LD RECORDS. THE FNWNECR YAKS NO WARAMEF AS TO WE ACCURACY OF OECD Di. Mf3 CONTMCiOR IS REQUIRED TO COMEAU DIGCEIS HDTLINE i0LL M6 IXfOMl11bN. YFRMCAWOX TO NNE SARSFARKMI Q< ME CONTRACTOR ENGINEERING DEPARTMEM Om® Z FREE TO OAAIN LOCARON OF UNDERGROUND U m PRIOR TO W ALL UNDER WIUNMES, WHOHFR OR NOT SHOWN ON THE PLAN; W182 S62M MINE AVENUE BD COMYFNCIMG iX[ WORK. WRCONSM SURRE 1820)IS REOUIRCS SMLL BE ASSUMED AS A CONOBEDN OF WE CONiMtT. 1NE CdIIRACTOR MUSIIEGO, VISCONSIN 531W V3 YIN. OF 3 WOM DAYS NOIRE BEFORE YOU IXGVAIL SUM NOTIFY THE FNOINEER OF AM DISCREPANCIES BETWEEN LOCARON OF SANTARY SEWER I6Pv m la F <mRN>~xu x_ III Z CALL DIGGERS HOTLQ/E 1-ROPE4i-NU VILFEES IN THE WILLI MD IDCATKKI3 SNO'NN ON THE PWIS STA I..W TO STA 62«50 '"'°«•F°'•I^ Q .. _-. _INDICATES PROPOSED CEMERLINE GRADE (TiP.) INDICATES EXISTING CENTERLINE GRADE SEA. 5e+15.6- 12' NODE IE ]RATE - ' r LOT 6 LAX - -- I -_ CRDSM LOT 9 UT. 6• I.E.=791.01 911E AA AN93 6' I.E.=787.00 - _ ,__ _ 8 I.F.=787.09 -- _ !-"—'—`- ___ - ___.__.... --'-" . 9TA, 9a2L - — _. —yY-WINE Ac1�' - 8• I.E. 790.23 - SDR-i5 WC SAIL lY HOPE IE 79tR -- LOT 1 TAT. 6' I.E. 791.07 .— -�--- '-" N9A•-6' 500-]6 SEWER s LO.6oN 9' I.E: 790.26 ___ _._.._.. SEWER O. — - ___._.._—.—._ MN /6 SANuH P A 61a)1.39 LOT 6 TAT. V LE.=788.92 LOT 3 LAT. TOT 2 TAT. 6• I.E.=789.46 6• LE,790.15 A 6DH41.45 EL=600.t9 NO. EL= I. ' fi790.31 R r I.L=788.01 8• LE: 788.65 8• LL=789.31 H769.53 A 56va2.15 • E1.=7A.90 7 UT. LL=79U7. 9=789.A '- N7A.A ' S[=]e7.3e _LOT _ .._ 6• I.E=790.39 9' I.E.=787.83 6. 18=789.67 1 YH /a 5191 SIX 0' SDR-A PVC SAM SD1flt O Sm.— [=703.10 PROPOSED 8" PVC D-3034 - _ SDR 35 SANITARY SEWER - — SMIId8Y.S1�.B0ffi xR ^ xWIR NWO �r m ,IRIS �n;Na �n,NDI BDRW INM PA,DAR R 3A+AN SrtN[ woR%Rao • col/iFur w(ml uiEs s rm mla:oc I. WE Fwc BF-INIMMOR NFE Al M IANI NNEMSENO YD DO'OOIFFAv DD DATE: DECEIMER 01, 2023 JOB NUMBER: 22-028-1155 DESCRIPTION: SANITARY SEWER PLAN & PROFLE SHEET C6.1 00 AREET GRIDf nPf I Fx�� per .lo.n RfaAlan ,I � - NNWaMs IPAE65 onm�'�nu safoRm. me W ,afR REaWUW ON N1 STWM wNIaHES. `"'ei C°"�nN10'iawo��' FEAT mP sve wr ec usm FaR s-0" iN0 e'-o- DA �� m oMDf QR STEII CENIOM'O INE b�iG. �iWEIAIf OF oF�� sTfLPG� mKs aHNL aE GRaolm m PECFM cMOMIf .No srtn ItOraanlcfNDrt sNNA IazcwTKW o-ARe RmIWCWo+rs v Assrfwralwa ,NNIs� ef�rmWIKRR zxo sWN. a NPnf IRAHL RuaeW G.sKfrs wR _ uwW6. BUeBfR cvais Pw swiNxr ANSAuomnML sTTu-o.lz xi Mcn IrR u%v�rom. I 1 sPP� efT.ml PNf .P. PRfw'T NN.aIE WPu J�SIPE� P�RfEOx uqW bs 6 REgmFD PYT Ox PRONE A IWOIW I/2' IwE FOR IFAtkE 1F5T. (R60W TIIWN 2 � lOAER PPE. 801D1 SONK-� Y PW�IWT ans ro• coNoclE PRECAST MANHOLE FILE NO. 12 NOTES: 1. PER STANMRD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION N WISCONSIN, IXCEP A) AS MINNUN paMEEER 2. CASTINGS ICAR BE AS INN! R-O BELOW: A) VENT HO - NND A R-1661-8 (NON -MODERNIZED) NON -ROCKING. WITH NO VENT HOLES AND A SOLID GASKET. B) STORMS NEENRH FOR VED, OPEN -CRATE. 3. CONTRACTOR RESPONSIBLE FOR VfAIMNC CASTING IS COMPATIBLE WITH PROPOSED STRUCTURE PRIOR TO ECHURE CTION. W. 111 VY W OF BE REWIRE INTERNALUSTING NIN SEALS AND MACRWRAP. 5. BRICK WILL NOT BE ALLOWED FOR ADJUSTING RINGS FOR LEORM OR SWNRARY STRUCTURES AND THE STRUCTURES MUSE BE PRECAST UNLESS OTHERWISE MPROVEO BY NE CR 6. THE TRACER WIRE LOCATOR RSHALL PLACED OUTSIDE THE MANHOLES AND THE CONTRACTOR SMALL GEE PROPER COMPACTION. J RIP -RAP DETAIL css�R.. _ NM PIPE GRATE DETAIL .0.r LEVEL SPREADER AT PIPE OUTLET NO 60NE 3Nn 'M-O S w o 0 $WSJ zz o �z uipo�o U�Ya W �—W �" mIN�N o a�4iF 0 o - zrr Eoi S o z w am oN ` ��z ao,�l� Wo j �o m� k' ojv rc z� x « 1n o� �u:�J �.-�` j W _ � J F V Q w O 2�0 < 3 OwW c m m 3 3Nn 'AA 0.8 _ STANDARD URBAN CROSS SECTION MINOR STREETS f,.MUSKEGO RC ASED: IRNURR Y, 2818 WIA ANCHOR SW BY BURYING THE TOP END OF HARING IN A 6' DEEP TRENCH EROSION CONTROL VATTING PROTECTING UPOSED SURFACE OR SLOPE NOTE: I. PRIOR TO TXE INSTALLATION OF ANY EROSION CONTROL MATTING, ALL ROCKS, DIRT CLODS. STUMPS, ROOTS. TRASH AND ANY OTHER OBSTRUCTIONS WHICH WOULD PREVENT ME MAT FROM DYING IN DIRECT CONTACT WITH THE SOIL SMALL BE REMOVED. 2. EROSION CONTROL MATTING SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 628 OF THE WISCONSIN DOT STANDARD SPECIRCATONS, MR TECHNICAL STANDARD 1052 (NON CHANNEL APPUCATIONS), MR TECHNICAL STANDARD 1055 (CHANNEL APPLICATIONS). AND LATEST MANUFACTURER SPECIFICATIONS, ESPECIALLY NOTING REQUIRED STAPLE PATTERNS AND ANCHOR TRENCH REQUIREMENTS. S. INSTALLATION PROCEDURES MUST ENSURE MAT THE NO WILL REMAIN IN CONTACT WITH THE SOIL N. THE MATTING SHALL BE ANCHORED PER MANUFACTURER REQUIREMENTS. 5.THE MATTING SHALL BE ANCHORED TO THE GROUND PER MANUFACTURER 9 UIRENENTS. 6. TEMPORARY EROSION CONTROL MATTING SHALL BE W.DOT PAL CLASS I, TYPE B AND PERMANENT EROSION CONTROL MATTING SHALL BE MIDDY PAL CLASS III. TYPE A. T. MATTED AREAS MUST BE INSPECTED ON A WEEKLY BASIS. AND AFTER EACH SIGNIFICANT RAINFALL RARE SP015, MISSING OR LOOSENED MATTING MUSST BE IMMEDIATELY REPLACED AND/OR RE -ANCHORED. B. FOR CHANNEL APPLICATIONS, IXTENO MAT UPSLOPE ONE -FOOT MINIMUM VERTICALLY FROM DITCH BOTTOM OR SIX -INCHES HIGHER THAN DESIGN FLOW, MOVER IS GREATER EROSION CONTROL MATTING DETAIL NOTE: INSTALL ON ALL SLOPES OF 4:1 OR GREATER LO N z IFA z 0 0 N 3 O'0J J w 3 UN Ey w � ��ED mill Hwy Z O a i C ?� a a 1On — REVISION HISTORY DATE: DECENIOER 01, 2023 JOB NUMBER: 22-028-1155 DESCRIPTION: CONSTRUCTION NOTES & DETAILS SHEET C7.0 3 to ME LATSI EDITIONS OF ME MULDMMG DOCUMENTS .AND ANY SUPPLL4EHIS THERETO, MALL GOVERN ALL CONSTRUCTION mMS ON TOM PUN UNLESS OTHERWISE NOTED. -vANDARO SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN M1SCONSIN, 6TH EDITIgI (555WCW) -THE WISCONSIN D.O.T. STANDARD SPECVIGTNINs MR HIGHWAY AND SIRUCNRE CONSTRUCTION, LATEST EDWIN -WDNR STORLIWATER RUNOFF TECHNIG.LL STANDARDS. -MnDOT PAL APPROVED [ROSION CONTROL MEASURES LIST, LATEST EDRIOH -Cm of MUSIM BEVELOP4EIT STANDARDS, LATEST EDITION. soyf) t DIA i0 Slob BpC�NS BILi -EXTERN. UNDERGROUND UMIIY d" WTQU WAS OSTAINM FROM AVANAAE RECORDS AND FIELD SURVEY. WE ENGINEER MAKES NO GUARANTEE AS TO THE ACCURACY OF IS INFORIUMON. VERIFICATION TO TIE SATISFACTION Of THE CONTRACTOR OF ALL UNDERGROUND UFILHIE; WNEMER OR NOT SHOIYN ON NNE BANS, SHALL BE ASSUMED AS A CDNDmON O TIC CCHITTA T. THE CONTRACTOR SHALL NOUN THE ENGINEER OF ANY OSCREPANOES BETWEEN LOCATION O UIINIES IN NNE FEND AND LOCATIONS SHOWN ON ME PWrS. -THE LEGAMBN, SUPPORT, PROTECTION AND REST.— of ALL —No UTIUITFS AM APPURTENANCES SHILL BE THE RESMYSIBILIT'F of ME CONTRACTOR AND SHALL BE INCLUDED IN ME UNIT PRICE BID FOR THE VARIOUS IIEI -THE CONTINUATOR SNAIL BE SOELY RESPONSIBLE FOR COMPLTNG WON ALL APPLICABLE FEDERAL, SPATE AND LOCAL SAFETY REQUIREMENTS TOGETHER WITH EFERCISING PRECAUTIONS AT ALL TMES FOR ME PROTECIMIN Or PERSONS (INCLUNNG EYPIDYFES) AND PROPERTY. IT 5 ALSO WE AESPONSlwF OF ME CONTRACTOR AND SUB-CONTRACTOR(S) TO NITRATE, MAMfAN ARD SUPERVISE ALL SAFETY REWUEYENTS, PRECAUTDHS AND PNGWNS IN GONHECTEM WNTN W. NOIX. THE CONTRACTOR SHALL ALSO BE SOLELY RESPQUSIBLE FOR ALL REWIRED PERMITS, UNLESS OTHERWISE SPECIFIED. -THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER AS CONSTRUCTION ACTIVITIES ARE COMPLETED TO PROVIDE CONSTRUCTION OVERSIGNT AND INSPECTION IN XCOOBDANO — TIE COSW—N INSPECTION PLAN. -TIE ONNER WALL PROVIDE ALL SURVEYING AND CONSTRUCTION STAKING FOR MR CONTRACT ONE TIME, THE CONTRACTOR SNAIL EXERLTA CARE AND DILIGENCE IN PROTEll B ME SAYE. ANY EXPENSE INCURRED FOR ADDIT — RESTANBNG CAUSED BY CONTRACTOR'S NEGLECT SHALL BE CHARGED TO THE CONTRACTOR AND DEDUCTED FROM ME SUNS DUE HIM UNDER THIS CoNIRACT. -ALL MEHCHES SHALL BE RACKn= ON SECURELY PLATED WRING NON -WOOING HOURS. -CONTRACTOR SHALL BE PREPARED FOR DEWATERING CONDMNS BY HAVING APPRORIAT PUMPS AND FRTER BAGS ONSITE FOR DEWATERING AND REMOVAL of ALL SEDIMENT PER COY, COUNTY AND WDHR REQUIREYBNR PER TECHNICAL STANDARD 1061, AS WELL AS CITY OF PEWAUKEE TECHNICAL STANDARDS. ' TPAFFIc COMfR -PUBLIO RODS SHALL NOT BE FULLY CLOSED TO WAFFIC AT ANY RYE. ALL INGRESS ARID EGRESS TRAFFIC TO ME PROTECT SHALL BE UNITED TO THE GRAVEL ENTRANCE TO ME PROPERTY. 00 STBLI[iHM NOES: I. ALL WORK SHALL HE IN ACCORDANCE VAIN ME STANDARD SPECIFOCATNNS FOR NIGNNAY AND STRUCTURE COISRE OFUCTION, STATE WISCONSIN, LATEST E—I AS _ AS ME CITY OF4U%ECO TECHNICAL. STANDARDS, UbESS OMERATSE CALIID FOR ON ME PWIS, SPECIFICATIONS OR SPEOLL PRIJVISION& L ALL EROSION CONTROL MEASURES SPECIFIED ON THIS PUN SHALL MEET ME DESIGN CRUEAU. STANDARDS AND SPECBIUMNIS AS SET FORM IN ME UEPARMENT OF WNA. RESOURCES WSCOIOI. BEST MANAGEMENT PRACTICE H.ANOBOM AND TECHNICAL —DADS. T. ALL EROSION CONTROL DEVICES (I.E., SILT FENCE, SILT SOCK. GRAVE EHITUIGF, SILTATION BASIN, ETC.). SHALL BE INSTALLED PRIOR TO COMMENDING ANY GRADING OR UIIIFf F CONSMIJCTIOI. GRADING ASSOCUIFD WITH INSTXUAnON OF END ION OR SEDIMENTARY PRACTICES MAY OCCUR CONCURRENTLY WTN INSTALLAMN O PRACTICES. = I. ALL ACTIVITIES ON WE SITE SHALL BE CONDUCTED IN A LOGICAL SEQUENCE 10 MINIMIZE ME AREA OF BARE SOUL EKPOSED AT ANY ONE TIME. REFER TO ME CONSTRUCT IN SEQUENCING PLAN FOR ADDITIONAL INFORWTpH. 5. ME OWNER 15 RESPONSIBLE FOR OBTAINING A GRADING AND/OR ERDSION CONTROL PERMIT (DR ANY OTHER APPLICABLE PEANUTS) FRO TD CONSTRI =M. & ME CONTRACTOR SHALL HOMY DIGGERS HOTLINE, CITY OF MUSIEGO SEWER AND WATER Und-EY, AND GOVERNMENT UNIT$ WIDSE PROPERTF MAY BE AFFECTED BY ME CONTRACTOR'S OPERATIONS AT LEAST THREE (R) DAYS BEFORE BNEANING GROUND. DIGGERS HOTLINE NUMBER IS 1-BOO-212-8511. T. CONTRACTOR SMALL BE RESPONSIBLE FOR MAINTNHING THE CUE U UNESS OF THE c PROJECT AND NAHUC ROADWAYS WRING CONSUUCMIN PER ME REOUIREIIEHTS SE FORM BY ME LOCAL AND COUNTY AGENCIES. STREETS SHALL BE KEPT FREE OF SILT OR DIRT TRACIED FIRM AREAS UNDER CONSTRUCTION BY SWEEPING OR OTHER .VPRONRAIE MEASURES. DUST GENERATED BY CONSTRUCTION ACTIVITIES SNALL BE YINDOMED BY USE OF WATERING. CALCIUM CHLORIDE SURFACE TREAMENT, CONSRUCTIOx SCHEDUUNG DR OTHER AIPROPHATE METHODS. & NUTS AWL BE PROTECTED WITH AN EROSION BARRIER MEETING WWR TECHNICAL STANDARD I.W UNIR ME AREA HAS BEEN AARILI3ED. FAEOUENT IIOPECUMV AND TIMELY YAINTEWNCE 5 REWIRED. 9. UPON COMPLETION of ME MOAN M SPECIFIED, RESPREAD A MINIMUM O SO (6-) INCHES OF SALVAGED TOPSOIL OVER ALL DISTURBED AREAS AND PROVIDE SECT, FERTILIZER AND MULCH PER ME STANDARD SPECIfCATg 10. ALL DISTURBED AREAS SRALL BE RENEWTATED AFTER 14 RAYS OF INACTIVITY DR WTHIH F DAYS OF REACHING FINAL GRANE, USING ME SEED MIX SPECIFIED ON ME PUNS. 11. ALL EROSION CONTROL DEVICES SHALL BE ROUTI BRSPECIED EVERY SEVEN DAYS AND WONIN 24 HOURS O A RAJNFALL GREATER MAN 03 INCHES. GOMXACTDR US REWIRED m PERFORM INSPECTIONS, HELP A LOG. AID REPAIR RI AS NEEDED. 12. REFER TO EROSION CONTROL PLAN FOR SITE EROSION CONTROL ELEMENTS, REQUIREMENTS. Figure 1: Sediment Trap Outlet Detail Top of Embankment / SIANI I Side �( Mazrlxlm Sb\p. ( 2HA V) Emergency \ Keyway stabilized SpIII—y Height JB Trench In) Side -slopes"_ Primary OUGeI Height (ft) I5-feel Lypiral Height from bottom �► \ to lnAN:rt of Pdntipal Weir Length Geote>fie Oudel In) Fabric 9feel typical "I,.5 lA. I.. IYPCOwC A, Cross-section View of Principal Outlet Notes -(1)Side-sbpr and faces of earthen embankment arwnd o,Uel shall be amro VnN rip.p or Glabili wth erosion mat seffrient to handle Rows from the 10-year slam. 0Nection of Flow E—Vg.Cy Spillway Hbximum Side Flow Re9im Top WitlN o(Embankmenl Slopes (2H'.1V) O.Sfeel typical 9�eet minimum I Height lean TDe 10 Top O EnWxl—W r Neel matdmml G-IHXile 1--v— _— SIaDLli2ed ddkl HeigM1l Imm Bohan N CNpv U50. Stine Del Invert ofPdnppal OuVel CRASS 0. TYPE A CONSIST OF ANDUAR REL. GROEO N FD 6 HIGH CLEAN RISIRD SIOM. 3-Orel typical Gp WNtlk1 of RNAEipal (]WIN S.... Tbp Bodsm 2-kHBt minimum View A- A of Principal Outlet SEDIMENT TRAP DETAIL (REFER TO WDNR TECH STANDARD 1063) SILT FENCE RELIEF DETAIL I�ionwr>am }/slAsot�[uea Y IS ANY JECIbI & wMllDn �1W�6prf�9p�m DIVERSION BERM/SWALE 11-1 'M. >, O ANUL UGHOM oIM WS orSLL oNR wmA wUYoxi FFiWsiLAR SILO 2) WA.— ONA e .VaZ. FOR ED STONE DITCH CHECK ETS IIIIIIIII(I.illll. O PAUL J. L 11001( NETI10D , JOINING TWO LENGTHS OF SILT FENCE I-- _-- _ �,.,.. GENERAL NOTES rxm Ov mm w� Dmewwrna� r ai�rWes SILT FENCE TIE BACK TRENCH MAIL fA�O.PWewuA swraAr EOAW®1 m �...QO.m.rmsmvmv SILT FENCE INSTALLATION DETAIL NDSOLE - 4 AWm NA[r A Y stirs as rma iwC � MM B mart '�\ 'W10. <uu cal \, Wln rNmrmt mr • A Mlx m Em0 1� N NWr�MAT+Nn GENFRAI NOTSuAn nmmNw Trrc • ®NB n rm cal[ 1 EROSION CONRtt P�bpW�T AGGFlA�BBm' l MAY BE SU®T�r— F]'PF 8 R OC N PROBF6TBW, CMF SINLL Y TutO o�A AMbILUO[Npetbi[ A IXYNGG pr NN�ANC{ cAA�rG Ix[ i�ME EMEibAx W1TbHA E IALNG MO 1N[ bFl SNYL BE REMOVED N O xoIDB ENTEEING ,m,ROM A YnWO r0 N¢HxB ACCWUUTD A.1.Inv sRF. NOLUX : —Pal- a b RUahN vu� AU FXraD ttP o NSTRiDU I P Xr— 'gyp ME P A O'Mxtt OP -1. 1.1 ix1prMHu OF WE NUET TOBIN[FIOPSP Of THE OMW NY. IxuT MOTFcnGN. TrN C Omx cub BOO\ TOM EYG Ix NF TO or YE cwT. NOT =jIS U,IXXNEON OCTNF CUA BOX OD6N�1,HNINUN IEiIE AOYE—BIOME ] TAP MIXON 1NALL N UAGE ENOUGH TO AOMYT MROD 2XI. HOUS. Of 1. WE C.==HE =01T 'ABC& LL NUY O Aw TRW TN GBOrtOWu a MFBpG. INLET PROTECTION DETAIL can x0 SWE s mI�DoIVAUL.x�m THE 5A1UWnE mWlYs. nl lE M��M �IDmnE nW RBDr1 OOGUUpI O CONSTRUCTION ENTRANCE DETAIL NO 6GIAE x OO/E ] w� zTwz eBaP N snrs. STRAW WATTLE DRCH CHECK INSTALLATION DETAIL O IF) to 10 Z O U) N O 'JAW Y 3 W v+ i U Y 5 Z 0 a N O aR REVISION HISTORY DECU43ER 0% 2023 JOB NUMBER: 22-028-1155 DESCRIPTION: CONSTRUCTION NOTES & DETAILS SHEET C7.1 D.I. FROST SLEEVE (NEENAH R-19?? OR APPROVED EQUAL) I VEI]VA"El THREADED COUPLING ffi RECESSED CAP LRE B" PVC PIPE (ASTMDJ 134 SOR 35)P) DETECTOR WRE TAPED TO MAIN COLOR -GREEN NOTE ALL PIPES MUST HAVE PITCH TO THE INLET OR MANHOLE- INSULATION AS PER COMM 82 IS REQUIRED MEN THE 48 IN. BURY DEPTH CANT BE ACNIEWO. ANY N$TALLATION LESS THEN 48 IN, MUST BE APPROVED BY THE OTY BEFORE CONSTP.UCNOH SUMP LINE END OF LINE CLEANOUT f �Muso RE-1 4 - OR D.). FROST SLEEVE (NEENAH P.-197? OR AFPROVED EQUAL), FIN. GRADE THREADED COUPLING ffi RECESSED CAP 24' WIN COL _ OF EACH W.RE 6- PVC PIPE (ASTM GLUE JONTS _ D3034 SDR 35) REQUIRED I /�(L L18L' 6'X6"X6' ViYE, (LONG SAECP) �OETECTOR HIRE TAPED TO MAN COLOR -GREEN Bump LINE �CITY.(RUNE O CtEANOUT 4---�— RDViYeC alµ+t. 2aD3 )6A STANDARD 4 TOP SOIL MOUNTABLE 4EARtHSEED k MULCH. CURB SECTION iIN. GRADE J Jam" SPOL BACNFTLI. L I I LIMESTONE NECxANICALLY COMPACTED CMPS IN I.IA% i FT. L. 'S a6. 6" MIN. INCAEAW TO 12' IF STONE OR LARGE ROCK IN SACKFILL PER S3.26(I) 6" PVC PIPE(ASTM 3 D303a SDR 35) 3' 12" 1— NOTE DETECTOR WRE REQUIRED COLOR -GREEN NOTE ALL PIPES MUST HAVE PITCH TO THE INLET OR MANHOLE. INSULATION AS PER COMM 62 IS REOVIR WEN THE 48 IN. BURY DEPTH CAN'T BE ACHIEVED. ANY INSTALLARON LESS THEN 48 Iw. MUST BE APPROVED BY THE CITY BEFORE CONSTRUCT101J. SUMP UNE SECTION f;.>,IUsxEGO PLVosFD: DCtC6LR. gala dbC .3' SURFACE COURSE. STATE GRADATION MO. 3 BITUMINOUS CCNCRETE (5 LT 58-28 S. 9.5 —) FERRLI2E. WED AND MULL ASSOONBj MI. J. JENSWXD *� TRIO MntaMll lao r�ala�+�+ert� O N N 2 z V 3 p 00 :1 J_ Y� U) d Uv, ixW 5 Z pa, H u m REVISION HISTORY DATE DESCREIMON 07/OI/IDM NNL 9BFRK aMwam alv RArIe IN�ouma aa'+vdCa Q.L RAIL 10VT1/SQa TL RAM TNovmxT DATE DECEMBER 0% 2023 JOB NUMBER: 22-028-115S DESCRIPTION: CONSTRUCTION NOTES & DETAR.S SHEET C7.2 N Universal Baseplate for Domestic Castings Thenewlydesigned Nykplast'aa.5-x W(1112% 000 min) re,w,g.l rbaseplateallowsvarious recwngularcarting styles from numerousd,messk foundries s, properly adapt w2a' (600 mm1 W 17%min) antl 35- (M min) Nyloplast Own Barns. Versatility Ba,Woplot, Design This new Nyloplast baseplate tlesgn a bnoa counts for a broad range of.11—ic ® foundry Ong design bile allowing the baseplate to fit m,10ple Drain Basin .,.aanm.s.... ?,meters. The—eility of this new bawpiate provides a g,,m,,ltion to marry pr,jem needing to use specifk wstlngs for their low] municipalityH20/HS-ZOT M. Applications 1e Thad ase plate design pnu dwarf —the Dose plate design provides a durable lk will be abk cowishrtand loads and stntshac antlstresIS-20 sli-pplis will,ncounter tlnaoh "" N H�20JH5�20 traffic applications. Material T is, wbasepWredesi,willbewu homdunileiton that shall wn(,rtn to am µ'to ® / mgradeck lead5andwillt. painted painted wiN a black leadlree paint. Installation ,. i aouse of the dwnestk ss'mg designs to In pmtedlues of 1ne Nylopkrt Curb INec is of tabs in a cir[ular pattern on the 23' and 30- basins as well as tn, sop Pon - he wp of the baseplate provides a flat plane f roperly its eimenions are also sized to anon , installation to be sUuctufall sound. 60 81 fit} jIS I cns TRIO N N Z Z U N 3 J N 0 J 0 J x; i UyLu �=W C ? LL a3 �m REVISION HISTORY DATE DESCRUMON ,2/OIIeNH antLL aARyK ,alla'A)9 Q,i Rara ,aRYaIN Qtl RM! lOVTIfSm OA RJN 1a/pYanB lM RM! DATE DECEMBER 012023 R ONARS N N HOOD GRATE t FRAME 1 BASE PLATE 1 30__AGR__X THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWNBY CJA MATERIAL NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER DATE 01-03-05 TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN APPD BY CCA PROJECT NOJNAME REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS DATE 09-03.13 IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. C20MMOP1AST DWG SIZE A I SCALE 1:25 SHEET 1 OF 1 p-3130 VERONA AVE BUFO///-'7 W PHN (770) 932-2443 Nyloplast FAX (770)932.2490 TITLE 2 FT X 3 FT INSTALLATION - 4 PIECE ASSEMBLY DETAIL DWG NO. 7002-110-026 REV B Hl 0 N co 2 y Z O U N 3 O � J ,Jw Y i 3 u V+ U Y b Z O 40 a0 a�r Lum DATE: DECEMBER 01 2023 JOB NUMBER: 22-028-1155 DESCRIPTION: CONSTRUCTION NOTES & DETAILS C7.4 N W NYLOPLAST 2' X 3' ROLL CURB INLET STRUCTURE ASPHALT ASPHALT CONCRETE ROLL CONCRETE ROLL CURB & GUTTER CURB & GUTTER FLOW (1) RIGHT FLOW (1) LEFT FLOW FLOW DIRECTION ROLL CURB INLET ROLL CURB INLET DIRECTION PART#3099CGRFHR PART # 3099CGRFHL / ROAD BASE ROAD BASE (1) HIGH FLOW VANE GRATE (1) HIGH FLOW VANE GRATE PART # 3099CGRHF 18"MIN WIDTH PART # 3099CGRHF DIAGONAL GRATE AVAILABLE GUIDELINE DIAGONALGRATE AVAILABLE PART#3099CGRDF PART # 3099CGR099CGRDF (1) INTEGRATED DUCTILE IRON 8" MIN THICKNESS BASE PLATE TO MATCH BASIN O.D. GUIDELINE (3) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4"- 36" FOR CORRUGATED HOPE (ADS N-121HANCOR DUAL WALL, (4) ADAPTER TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), ANGLES PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED PVC DWV (EX: SCH 40), PVC C9001C905, CORRUGATED & RIBBED PVC VARIABLE o' -360' ACCORDING 70 TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC (CORRUGATED HOPE SHOWN) PLANS LOADING, &OTHER APPLICABLE DESIGN FACTORS. (2) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6"MIN ONI8"&24",10"MIN ON30" & 12" MIN ON 36" BASED ON MANUFACTURING REQ.) t4"MIN ONIB'&24' 6'MIN ON30"&36' THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER 18"-36" GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, 1 - 18"-30' GRATES, FRAMES, HOODS, & BASE PLATES SHALL BE DUCTILE IRON CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. PER ASTM A536 GRADE 70-50-05. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE 2 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 3 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL), THIS PRIM DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE N-12 HP, & PVC SEWER (4--361. NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT " // BUFORD, GA 30518 4 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0' TO 360'. TO DETERMINE OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 04.20.07 PHN (770) 932.2443 MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012. TRANSFER, OR LICENSE THE USE OF THE DESIGN OR Nyloplast:_- FAX (770) 932.2490 5 - VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANSITAKE OFF). TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NOJNAME w .nyloPlasFus.a 6 - MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE (MIN. MANUFACTURING RED. SAME AS MIN. SUMP EXCEPT FOR 36" BASIN. CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 07.22.19 2 FT X 3 FT ROLL CURB INLET 36" DRAIN BASIN REQ. 2.25 FT FROM RIM TO TOP OF PIPE) ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS QUICK SPEC INSTALLATION DETAIL 7 - ALL ROLL CURB INLET GRATE OPTIONS (DIAGONAL& HIGH FLOW) SHALL IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN MEET H-20 LOAD RATING. PERMISSION FROM NYLOPLAST. ®zo13Nn0Pu T DWG SIZE A I SCALE 1.40 SHEET 1 OF 1 DWG NO. 7002-110-075 REV E 0 H H z z 2 O U W 3 O .� J x � UN fxuDi d C o } DATE: DECEMBER OIL 2023 JOB NUMBER: 22-028-1155 DESCRIPTION: CONSTRUCTION NOTES & DETAILS C7.5 N NYLOPLAST 24" DRAIN BASIN: 2824AG X (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION PLANSITAKE OFF) (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 24' FOR CORRUGATED HOPE (ADS N-121HANCOR DUAL WALL, ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C9001C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) 1 - GRATESISOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR (5) ADAPTER GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE ANGLES L DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, ARABLEOD TO ACCORDING TO TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. PLANS SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. BASED ON t 4"MIN MANUFACTURING REQ.) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. GRATE OPTKNJS PEDESTRIAN LOAD RATING MEETS H-10 PART R 2499CGP DRAWING # 7001-110-216 STANDARD MEETS H-20 2499CGS 7001-110-217 SOLID COVER MEETS H-20 2499CGC 7001-110-218 DOME NIA 2409CGD 7001-110-219 DROP IN GRATE LIGHT DUTY 2401DI 7001-110-075 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 7050-05. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 04.03416 SEE DRAWING NO.7001-110-065. TRANSFER, OR LICENSE THE USE OF THE DESIGN OR 4- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NOJNAME ASTM D3212 FOR CORRUGATED HDPE (ADS N-12JHANCOR DUAL WALL), N-12 HP REPRODUCTION OF THIS PRINT OR ANY INFORMATION &PVC SEWER. CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 03.14.16 5 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0• TO 360•. TO DETERMINE MINIMUM ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. IS FORBIDDEN. EXCEPT BY SPECIFIC WRITTEN DWG SIZE A SCALE 1:40 SHEET 1 OF 1 PERMISSION FROM NYLOPLAST. ®zou moPvsr 3130 VERONA AVE PHN (770) 932.2443 Ny(Dp(ast � - FAX (770) 932.2490 TITLE 24 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL DWG NO. 7001.110.192 REV E GDaa II" P— 1. JEH9'W TRIO N W N Z fD Z O U V_1 3 O a J_ F J y -q f = W Z O �' REVISION HISTORY DATE DESCRUMON at vwe DATE: DECEMBER 01, 2023 JOB NUMBER: 22-028-1155 DESCRIPTION: CONSTRUCTION NOTES & DETAILS SHEET C7.6 N NYLOPLAST 18" DRAIN BASIN: 2818AG X (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION PLANS/TAKE OFF) (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" -18" FOR CORRUGATED HDPE (ADS N-1WHANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C9D5, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HOPE SHOWN) (5) ADAPTER ANGLES ARABLE 0" -36( ACCORDINGTO PLANS 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. BASED ON MANUFACTURING REQ.) 4" MIN THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. GRATE OPTIONS LOAD RATING PART # DRAWING * PEDESTRIAN MEETS 1+10 1899CGP 7001-110-212 STANDARD MEETS H-20 1899CGS 7001-110-213 SOLID COVER MEETS H-20 1889C0C 7001-110-214 DOME WA 1899CGD 7001-110-215 DROP IN GRATE I LIGHT DUTY 1801DI 7001-11D-074 1 - GRATESISOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. THIS THIS PRINT DISCLOSES SUBJECT MATTER M WHICH DRAWN BY EBC MATERIAL 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-SH5. 3- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. PR NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT RISERS ARE NEEDED FOR BASINS OVER 54" DUE TO SHIPPING RESTRICTIONS. OR POSSESSION THIS PRINT DOES NOT CONFER, POSSESSIONR, DATE 04034I6 SEE DRAWING NO. 5. TRANSFER, LICENSE THE USE OF THE DESIGN OR REVISED BY NMN PROJECT NOJNAME 4- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO CONNECTION STUB TECHNICAL INFORMATION SHOWN HEREIN ASTM D3212 FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL), REPRODUCTION OF THIS PRINT OR ANY INFORMATION N-12 HP, & PVC SEWER. CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 03-%16 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE O"TO 360". TO DETERMINE MINIMUM ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN DWG SIZE A SCALE 1:30 SHEET i OF 1 PERMISSION FROM NYLOPLAST. W013 HYLOPLASTI 3130 VERONA AVE //A BUFORD. GA 30518 PHN 1770) 932.2443 Nyluplast z' FAX (770) 932.2490 18IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL DWG NO. 7001.110491 REV E d`bGO :>} �ExDSwJID 1Tt TRIO H co to z N 2 O U N_ 3 O Uy o b Z O r REVISION HISTORY DATE DESCRUMON mmnmm at RNaµ mmc, an_ R.,a lava aw nna wwmxa aw nus DATE DECEMBER OL 2023 JOB NUMBER: 22-028-IM DESCRIPTION: CONSTRUCTION NOTES & DETAILS SHEET C7.7 N 2' X T CURB INLET HIGH FLOW GRATE 3099CGRHF 3099CGRHF & 3099CGRFHR APPROX. GRATE DRAIN AREA = 327.25 SO IN *APPROX. WEIGHT WITH FRAME & HOOD = 335.00 LBS 39.25 36.25 24.25 27.25 ADJUSTMENTSLOTS 2.00 \ \ D45^ ADJUSTMENT \\ 2' X X ROLL CURB INLET A 11 X 135- RIGHT FLOW FRAME & HOOD PIVOT 11 X 1.41 3099CGRFHR R 12.00 ADJUSTMENT 0 6.87 J: I, \ 5.75 2.58 DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES GRATE MEETS H-20 LOAD RATING QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO.7002-110-063 SLOPE OF GRATE SURFACE IS 5.2% CURB INLET FRAME INSIDE VOLUME IS APPROX 2.73 CU FT APPROX. DRAIN AREA OF GRATE & HOOD = 430.31 TOP OF BASE PLATE TO TOP OF DRAIN BASIN 18BASER: 2.83 24BASER: 2.83 30BASER:.44 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRIM DOES NOT CONFER, DATE 04.10-06 DUCTILE IRON TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REVISED BY CCA PROJECT NOJNAME REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS DATE 09-0S-13 IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN DWG SIZE A SCALE 1:16 SHEET 1 OF 1 PERMISSION FROM NYLOPLAST. QMNYEOPVST 'WEIGHT DOES NOT INCLUDE DUCTILE IRON BASE PLATE 18BASER: APPROX.133.50 LES 24BASER: APPROX.122.00 LBS 30BASER: APPROX. 92.50 LBS 518 A" BUFORD, GA PHN (770) 9320443 N/lop(RSt .- FAX (770) 932.2490 TITLE 2 FT X 3 FT ROLL CURB INLET - RIGHT FLOW GRATE ASSEMBLY DWG NO. 7002-IIMI REV D A01sco e011i PAVL J. F TRIO 0 10 co N 2 z 0 U N 3 N � C70 F J H q3 U) I b Z o Wa 6 aa, 3 REVISION HISTORY DATE DESCMMON rare rasa W..arT frvL RNtlµ mnwmm aeavmm as �s armuaoa vi ana DATE: DECEMBER 01 2023 JOB NUMBER: 22-028-1155 DESCRIPTION: CONSTRUCTION NOTES & DETAILS SHEET C7.8 N 4 CITY OF MUSKEGO Staff Report to Public Works and Safety Committee To: Public Works and Safety Committee From: Scott Kroeger, PE, PLS, Public Works and Development Director Subject: Twin Silos request to put signage in right of way for Twin Silos Court Date: March 18, 2024 Twin Silos development has requested to put their monument sign in the median of Twin Silos Court. The signage is located in the right of way of Twin Silos Court located near the intersection of Tess Corners Drive. I have attached several documents showing signs details, location, and landscaping. This request is common for developers to request to provide some type of monument signage for the residential subdivision. City Staff is okay with this request as long as the developer understands that all cost, maintenance, and liability for this monument sign is the responsibility of the developer. The responsibility will move from the developer to the HOA. Recommendation for Action by the Committee: Approve the request for Twin Silos to put their monument in the right of way of Twin Silos Court. The developer and eventually the HOA will be responsible for all cost, maintenance, and liability for this monument sign. 28 1(' 6Q25' 12.5' 4.5- 48' Stainless Steel' IF Stainless Steel Metal liters - 24T) TAT- Plate Color is natural Rust (Corten Steel) 132' Ir N cc 22" Side - View 30" 30 TWIN SILOS SINGLE FAMILY City of Muskego, WI Landscape Set DECEMBER 12, 2023 Prepared By: D L THOMAS H EARL, RLA Stainless Steel %�"`r Powder Coated Metal Leters-24"(t) ®Y 14" 14" 9" 18" N1i (el iaU urv� �(1)CAR OVA (2) TSU Cn _ (3)ABI CON (1)QUE ! NreNG (1)QUE MAC \ BY OTHERS TREELINE .(1)QUE BIC vn HIDTM MOWED ROUGH WIDE OWE T= PRAIRIE UG PATH PRAIRIEHR « « ` « ' ` « WE UND BENCCE HORSE« 218)5 / PUNTING BY OTHERS H)CAT SRE « BUCK HORSE FENCE « (S)TAX D16 _ - (21 AES GJN H)AESGJN (1) PlA AMC = #1 _ - - (2)CER JAP 43 L. 85 = - ( I(11 TAX DIS (1)GYM DES HIKING TRAIL - STOP� MWATER KING TRAIL SIGN (1)ULM MGL - OND SIGN - - - (1)CAR OVA / (2) CEL OCH (1)TAX DIS 5WIDE STREET (4)ULM MGL TREE EASEMENT (2)BAR OVA Et « « (1)OUE COC 25 9 5 l EXISTING RAIRIE WETLAND« 2628T SF ' EELINE pUNTING BY OTHERS . (1)AES GJN = K (2), 5' WIDE MOWED �. (5)JUN RIEHR UGH (3)AME L. NA PLANT SCHEDULE COOS BOTANICAL NAME COMMON NAME SIZE OTY CONIFEROUSTREES A.— Ab.s mrrco.r Whit F'i ]'BB 3 P/N STR P�nus srrWus Whlfe Flne Tmuslbe.calI—) B-9'Se B AMELJA Amelanchier.ev. '✓FS4,u Spd/ flurry Sere 1w, MAL XOR Malus x'Omn9e Crush' Omnee Crush Crabapple SHADE TREES ACE— —x heemanii UeRersred' AUNmn Blaze®Fraeman Map. BAR OM Caryeova. Shagbark Hickory CEL OCH Cettis occitlen.lis 'Chicxgplantl' Chicaeolantl Rxkberry GER JAP CemiJiphNlumJaponicum Ke.ura Tree GYM OES GymrroxwA tl/o/ca 'Espresso' spresw Kentucky Lpfleehee pUE MAC Ouemus macrocerpa Bur Oak 20'BB d TAX DIS Taxodium O.Gchum Bakkypress 25"BB 4 ULMMGL Ulmus Marton G.ssy' Tn"umph E/m 25'BB B OVERALL LANDSCAPE PLAN Twin Silos Single Family Citv of Muskeao. WI NOTES: 1. The landscape Installer must contact the City Forester prior to planting. 2. Trees shall be planted in accordance to the Tree Planting Diagram. 3. The landscape installer must receive approval from the City Forester for any substitutions or alterations to the Plan. 4. It is the responsibility of the landscape installer to have underground utilities located by Diggers Hotline prior to installed— S. Plant material shall conform to American Standard for Nursery Slack and comply With all applicable state and federal laws governing inspection, shipping, selling and handling of nursery stock. 6. Stock shall be handled property so that at balls are not loosened or allowed to dry out and trunks and branches are not damaged. 7. Plantings shall be guaranteed to be In a healthy and flourishing condition for a period of eighteen (18) months. 8. Contractor shall submit prairie seed mix to City Forester, Tom Zagar (262-679Z 7) for review and approval prior to commencing work 9. Contractor shall plant prairie Seed mix immediately alder fne grading at all locations that require prairie seed mix. No temporary seed mix shall be Installed at locations where prairie seed mix will be planted. ]IIII— 3111� 0 RO ro 80 Scale: 1" = 40'-0" (24)Oe") DECEMBER 12, 2023 L L102 PLANT SCHEDULE COOS BOTANICAL NAME COMMON NAME SIZE OTy CONEEROUSTREES A.— TSU CAN Ab.s mrrco.r Tsuga canetlensis White F'i 7'BB 3 wnlle P.e /musrl»rocalNgrownl -a'ae 6 Canadian Hemlock B'B8B 4 TABEES AMELJA LI lanchier.ev. '✓FSt,u Spring flurry Serviceberry f0'-12'Se 10 MAL XOB Malus x'Orenge Crush' G ,,Se Crush Crabapp. 20'BB 6 SHADE ACE— ACE rx heemanii JeRersred' 'JN Autumn Blaze®Fmeman Map. 21. 4 AES G✓N CAROM Aesculusgiabra Se.c(' Caryeova. Early G.w Oh.Buckeye 251: Shagbark Hickory 25'BB 5 CEL OCH Cettis occitlen.lis 'Chicxgolantl' Chicagoland Hxkberry 25"BB CER ✓AP le—phys,- Ponlcum Ka.ura Tree B"-f0'mutt — 2 GYM OES PLAA- Gynmo 1— tlloica 'Espresso P..nuaxarenlal. 'Morton Circle' Kentucky Cpfleebee 25'BB 2 ExGama(ion Larrdorr Plarrehee 21. 1 —a. QuE MAC Quemus 6icdw puemus nucrocerpa Swamp Whie Oak —SS f Bur Oak 20'BB 4 TAX DIS ULMMGL Taxodium O.Gchum Ulmus Marton Gkxssy' BaMcypess 25"BB 4 Tn"umph E/m 25'BB B ENTRY LANDSCAPE PLAN Twin Silos Single Family City of Muskego, WI NOTES: 1. The landscape installer must contact the City Forester prior to planting. 20 2. Trees shall be planted in accordance to the Tree Planting Diagram. 3. The landscape installer must receive approval from the City Forester 16 for any substitutions or alterations to the Plan. 4. It is the responsibility of the landscape installer to have underground 6 utilities located by Diggers Hotline prior to installed— S. Plant material shall conform to Amencen Standard for Nursery Stock and comply with all applicable state and federal laws governing Sa inspection, shipping, selling and handling of nursery stock. 6. Stock shall be handled properly so that at balls are not loosened or allowed to dry out and trunks and branches are not damaged. 7. Plantings shall be guaranteed to be In a healthy and flourishing condition for a period of eighteen (18) months. 8. Contractor shall submit prairie seed mix to City Forester, Tom Zagar (262-679-8617) for review and approval prior to commencing work 9. Contractor shall plant prairie Seed mix immediately after fine grading at all locations that require prairie seed mix. No temporary seed mix shall be Installed at locations where preine seed mix will be planted. ]II1— 3111111t— 0 5 10 20 Scale: 1/8" = 1' 0"(2a'xW) DECEMBER 12, 2023 W W Dig shallow Iwle. wid dad —ball. —Rout 9-1 fLDSES: Raul flare must be visible of goon Any ativentiaous orgiMling roots are ro be prunetl all. Budap, ropes all wire must be cut away from at least the upper hall of ball so outward root growth is not impeded. A wide "ring' of mulch IT to 4') is to be placed wound the more, but no mare Nan 1' in contact w10 the trunk. If slaked,'mapping is to be removed after one complete growing season. �\ TREEPLANTINGDETAIL I NOTTOSC4LE SHRUB AlTINGDETAIL 2 Nor Toscae M'TEsS oaETux roa . W NOT BIRv Axr 11mau Rau o- FIRSTED Qsr -MULCH IfIEL PIANT AT'AME DE11 G 1111 URC£R MIx MNw DIA Or a0Or BNL (SEE SaEORO.1110N5) - — 7II�1 -i III�11 xOrz, catEfuar NEuOw MOM L USIIOP POTvnm ."sxeAP 'Z NxRO0NE6 DEE. 3 PERENNIAL PLANTING DETAIL U Nor rosc4LE 6x6 POST. ALL CORNER POSTS AND POSTS AT CHANGES IN DIRECTION TO 9E SET IN CONCRETE (4) IX6 RAILINGS, EQUALLY SPACED 9 N HORSEFENCE \/ NOT To SC4(£ L103 5 HIKING TRAIL SIGN A'OTTdSGx LE Ww. HIKING TRAIL (WITH GRAPHIC) K-8023 By Campground Signs Or Approved Equal tt 1 SIGNAGEDETAILS WTTOSC4LE MESIC PRAIRIE SEEDING SPECIES LIST (all upland soils) The following native prairie seed mix shall be installed throughout all upland soils areas. NATIVE GRASSES - 7.0 total Ids per acre Andropogon gerardff (Big bluestem) Elymus canadensis (Canada wild rye) Panicum virgatum (Prairie switchgnass) Schizachyrium scopalium (Liffle bluestem) Sorghastmm nutens (Indian grass) NATIVE FORBS - 3.0 total Ids per acre fminfmum of 30 species) Allium cernuum (Nodding pink onion) Asclepias tuberose (Butterfly milkweed) Aster azureus (Sky blue aster) Aster laevis (Smooth aster) Aster novae-anglfae (new England aster) Astragalus canadensis (Canada milk vetch) Cassia hebecarpa (Wild senna) Coreopsis lanceolate (Lanced leaf coreopsis) Coreopsis palmate (Prairie coreopsis) Coreopsis tdpteds (Tall coreopsis) Dales Candice (Whffe pmine clover) Dales purpurea (Purple prome clover) Desmodfum Canada— (Canada tick trefoil) Echinacea pallida (Pale purple coneflower) Echinacea purpurea (Purple coneflowsr) Eryngfum yuocffolfum (Rattlesnake master) Helianthus occidentalis (Western sunflower) LiaMs aspen (Rough blazingstar) LiaMspycnostochya (Dense blazingstar) Monarda fiefulose (Bergamot) Monarch punctata (Doffed mint) Oenothere biennis (Evening primrose) Parthenium integrifolium (Wild quinine) Pon too", digitalis (Smooth penstemon) Penstemon groodfOCrus (Beardtongue) Ratibfda pinnate (Yellow coneflower) Rudbeckfa hirta (Black eyed Susan) Rudbeckfa subtomenfoan (Sweet blackayed Susan) Silphium lacinfatum (Compass plant) Silphium tembinthineceum (Pmirie dock) Solidago right (Stiff goldenrod) Tradescan0a ohioensis (Spiderwort) Verbena striae (Hoary vervain) Zizie aural (Golden alexanders) Cover Crop - annual ryegreas @ 5 Ids per ac GENERAL NOTES: 1.1 week to 10 days before planting, out and spray existing weeds with Round up in planting areas to be addressed. 2. Upon start of project, remove sprayed weeds from plant beds. 3. Furnish and install blended topsoil soil mix in planting holes when adding trees, shrubs and a mix of % compost and % blended soil for perennials to existing planting beds and islands. 4. Furnish and install 3" depth shredded hardwood bark mulch around new and existing trees and shrubs in all planting areas. LANDSCAPE DETAILS Twin Silos Single Family WI SEDGE MEADOW SEEDING SPECIES LIST (wetland soils) The following native sedge meadow seed mix shall be installed throughout all saturated soils areas. GRASSES, SEDGES, RUSHES - 3 tbs. /acre - minimum of 10 species Calemagmatis canadensis (Canada bluejoint gross) Carex bebbii (Babb's sedge) Carex hysfdcina (Porcupine sedge) Carol stipata (Awl -fruited sedge) Carex sMeta (Tussock sedge) Carl vulpfnoidea (Fox sedge) Glyceda grendis (Giant fowl manna grass) Glycerfa striate (Fowl manna grass) Juncus eli (Soft rush) Leersis oryzoides (Rice cut grass) ScIl strovirens (Dark -green bulmsh) Schoenoplectus tabemaemontani (Softstem bulrush) FORBS - 3.0 lbs. / acre - minimum of 15 fords Alisma plantago-aquatics (Water plantain) Asclepiasincamafa (Marsh milkweed) Aster noveeangliae, (New England aster) Asterpuniceus (Red stem aster) Eupotorfum maculefum (Joe pye weed) Eupatorfum pedoliatum (Bonesel) Helenium aufumnals (Sneezeweed) Lfatds pycnostechya (Blazing star) Lobelia cardinalis (Cardinal flower) Lobelia siphilifica (Great blue lobelia) Lycopus amencanus (American water horehound) Mimulus ringens (Monkeyflower) Pycnanthemum vfrgintanum (Mountain mint) Silphium perfoliatum (Cupplant) Solidago noto llff (Riddell's goldenrod) Thalictrum dasycarpum (Meadow me) Verbena hostels (Blue vervain) Vern.ia fa8ciculeta (Ironweed) Cover Crap -annual ryegross @ 5Ins per ac 'Both dry and wet mixes shall be installed throughout all transitional zones to help Improve native vegetation establishment In case of extreme wet or dry soil Conditions. DECEMBER 12, 2023 DimmA4 MINI ACCENT 12V 5111 —{ 25/6 5Ya" �{ 4' 1 PRODUCT DESCRIPTION Landscape mini accent luminaire. One fixture replaces all older halogen landscape accent lights FEATURES Continuously Adjustable Beam Angles. Indexed at 100, 25°, 40°, 50' Continuously Adjustable brightness control. Indexed at 1 W, 2W, 4W, 6W, 7W IP66 rated, Protected against high-pressure waterjets Solid diecast brass or corrosion resistant aluminum Factory sealed water tight fixtures Constant output for 9V-15V input Can be used as an uplight or downlight 2700K or 3000K color temperature Mounting stake, detachable shroud, 6' lead wire and direct burial gel filled wire nuts included MLV dimmable with remote MLV dimmers ORDERING NUMBER ColorTemn Finish 27 2700KWarm White BK Black on Aluminum 5111 Mini Accent 12V BZ Bronze on Aluminum 30 3000KPure White BBR Bronze on Brass 5111-30 Example:5111-30BBR LANDSCAPE LIGHTING Fixture Type: Catalog Number: Proiect: Location: SPECIFICATIONS Input: 9 -15VAC Power: 1 W to 7W / 2VA-10.5VA Brightness: 45 Im to 365 Im Beam Angle: 10'to 50° CRI: 85 Rated Life: 70,000 hours waclighting.com Headquarters/Eastern Distribution Center Central Distribution Center Western Distribution Center Phone (800) 526.2588 44 Harbor Park Drive 1600 Distribution Ct 1750 Archibald Avenue Fax (800) 526.2585 Port Washington, NY 11050 Lithia Springs, GA 30122 Ontario, CA 91760 WAC Lighting retains the right to modify the design of our products at anytime as part of the company's continuous improvement program. MAR 02 2021 35 MINI ACCENT 12V 5111 Accessories WAC LANDSCAPE LIGHTING 5111-SNOOT-BK Black on Aluminum Accent Snoot 5111-SNOOT-BZ Bronze on Aluminum Shields lamp and reduces glare 5111-SNOOT-BBR Bronze on Brass 5111-LSHR-BK Black on Aluminum 5"Long Shroud 5111-LSHR-BZ Bronze on Aluminum Reduce glare. Ideal for downlighting application 5111-LSHR-BBR Bronze on Brass Additional Stake woo 9000-ST9-BZ Bronze Durable PVCstake Surface Mount Flange/Stake • 5000-SCP-BBR Guardian Mount 9000-SP9-BZ Gutter Mount 5000-GM-BZ Bracket 5000-GM-Bk Bronze on Aluminum Bronze on Brass Black on Aluminum Stainless Steel Includes three 7 inch threaded stainless steel stabilizing pins for ground mounting or surface mounts with four screws or over a junction box Heavy duty stainless steel spike to position fixture Formed from a single piece of metal Stainless Steel Stainless Steel universal mounting bracket for gutter mounting fixture Tree Mount 5000-TCP-BZ Bronze on Aluminum Bronze on Aluminum box with Stainless steel mounting screws. Junction Box 41 5000-TCP-BK Black on Aluminum Two Y2"NPT threaded holes LENS-I6-AMB Amber LENS-16-FR Frosted Optics LENS-I6-GRN p � Green LENS-I6-SPR Spread Enhances saturation offloralsand foliage LENS-I6-RED Red LENS 16 BEL Elongating LENS-I6-BLU Blue 5000-X04-BZ 4 in 5000-Xl 8-BZ 18 in 5000-X04-BK 4in 50004118-113K 18in 5000-X08-BZ 8in 5000-X24-BZ 24in Extends distance between Accent light and Extension Rods 5000408-13K 8in 5000-X24-BK 24in Surface Mount Canopy, Stake, or Tree Mount box 5000-X12-BZ 12 in 5000412-113K 12 in Rod L-Coupler * 5000-LCO-BZ Bronze Magnetic Transformers Stainless Steel, 12-15V output, IP65 rated, UL 1838listed See transformer spec sheet for details and its accessories 9075-TRN-SS 9150-TRN-SS 9300-TRN-SS 9600-TRN-SS 75W Max 750W Max 300W Max 600W Max or waclighting.com Headquarters/Eastern Distribution Center Central Distribution Center Western Distribution Center Phone (800) 526.2588 44 Harbor Park Drive 1600 Distribution Ct 1750 Archibald Avenue Fax (800) 526.2585 Port Washington, NY 11050 Lithia Springs, GA 30122 Ontario, CA 91760 WAC Lighting retains the right to modify the design of our products at anytime as part of the company's continuous improvement program. MAR 02 2021 36 Smart Control Timer Control your lights from anywhere. Compact and easy to install, the Smart Control Timer works with the Kichler Connects'" app — allowing homeowners to utilize and control one of our preset lighting schedules or create custom schedules. Plus, the Smart Control Timer's unique external antenna allows for long-range connectivity and control by extending the signal range from the transformer enclosure, supporting strong performance in more applications. PLUG IT IN INSTALLATION AS EASY AS... OPEN THE APP Power button TURN ON LIGHTS For best reception, install antenna on the base or left/ right sides to reduce line of sight obstacles Plug internal transformer cord into side receptacle Plug the Smart Control Timer into the Open the Kichler Connects app and Your device is now ready to use. Tap transformer and download the Kichler select "Auto Scan" to add a device the Power On/Off to control your Connects app. Make sure Wi-Fi and or hit the (+) button and add it landscape lighting or select from Bluetooth® are turned on and you are manually. Enter your Wi-Fi password preset schedules. You can also ask in range of the router. by selecting the 2.4GHz channel. Amazon° Alexa®or Google Home® to do it for you. KICHLER® 37 VIL 41 Kichler Connects App features Create custom schedules to fit your needs or select from preset schedules to align with the daylight savings hours and the changing seasons. Voice control via Amazon* Alexa®or Google Home' 0. lets you tell your landscape lighting to turn on or off. w• • : On -board memory to control your lights even if the Wi-Fi connection is interrupted. � onne�ts 1atOr K1Ci1`e� C Usage share lets multiple family members share Ca1C� control of the lighting. PRODUCTORDERING Ordering Guide Item Number for Product (product nu• •• ••8 • 0 • on • . •' lights. 1 Let your voice do the work. Use voice commands with smart home devices like Amazon® Alexa® or Google Home®to tell your landscape lighting to turn on or off. Kichler.com/Kichler-Connects Download the app A Kichler Connects'" SPECIFICATIONS Network Connectivity Wi-Fi 802.11b, 2.4GHz and Bluetooth®5 connections. External antenna for enhanced range performance. Integrations Compatible with Amazon® Alexa® and Google Home'devices for voice control. Kichler Connects App Available for iOS° and Android". Input Input 120VAC 60Hz Output 120VAC 60Hz 15A Environmental Location Use Indoor use and outdoor enclosure; covered double gang outlet receptacle Operation Ambient Temperature -25°C - 40oC Mechanical & Housing Specification Diameter/Height Housing Material Housing Color & Surface Weight 2.27W x 2.25"L x 3.94"H ABS BK - Black 0.251b DIMENSIONS FIXTURE ATTRIBUTES Wire Usable antenna wire length 10.75" Included Accessories 1 Male threaded portion of the antenna and 1 nylon knock -out gasket. COMPATIBLE ACCESSORIES KICHLER Contractor Series TRANSFORMERS Plus Series Professional Series 15CS150SS 15PL75AZT 15PR75SS 15CS300SS 15PL100AZT 15PR100SS 15CS600SS 15PL200AZT 15PR200SS 15PL300AZT 15PR300SS 15PL600AZT 15PR600SS 15PR900SS 15PR1200SS 39 TROUBLE SHOOTING Full User Manual Quick Start App Guide For detailed instructions on creating custom schedules, setting up rooms, connecting multiple Smart Control Timers, and more, visit Kichler.com/Kichler-Connects and look for the downloadable PDF. For a quick tutorial on getting started with the Kichler Connects app, visit Kichler.com/Quick-Start-Guide. LISTING Automatic Electrical Controls - Part 1: General Requirements [UL 60730-1:2016 Ed.5] Automatic Electrical Controls - Part 1: General Requirements [CSA E60730-1:2015 Ed.5+A1] FCC CFR Title 47 Part 15 Subpart C ADVANCED PRODUCT SOLUTIONS (APS) & LAYOUT TEAM v\MI T EO WARRANTY Backed by our 5 year limited warranty. Visit Kichler.com/Warranty for details. '9RR AN Have installation issues or a product and location inquiry? We have you covered. Our APS team can provide you with technical guidance and professionally designed landscape lighting layouts free of charge. Visit Kichler.com/APS, reach out to us at layouts@kichler.com, or by phone Monday - Friday, 8:00 am to 6:30 pm EST, at 844-KICHLER (844-542-4537) to get started. ©2021 Kichler Lighting LLC. All rights reserved. Kichler Connects" is a trademark of Kichler Lighting LLC. Amazon®, Alexa® and all related logos are registered trademarks of Amazon Technologies, Inc. Apple, App Store, and the Apple logo are registered trademarks of Apple Inc. IOS° is a registered trademark of Cisco. The Bluetooth®word mark and logos are registered trademarks owned by Bluetooth SIG, Inc. Google Home-,Google Play® and the Google Play logo are trademarks of Google LLC. Android is a trademark of Google LLC. Wi-FO is a registered trademark of the Wi-FiAlliance. I PRJ-1807, STLD21001 KICHLER 40 FXLuminaire, PX: Transformer ODELS: FINISHES: ACCESSORY: DEPTH: WIDTH: HEIGHT: (300 & 600 Watt (onn M r+) This is the high tech heart of the FX Luminaire low Tb1Mfti9kp-WEtfto.O&r rDeffiaiebkqjitio v6&Aps*drRCn00,cdbdcOmfitidsi wdtlitimrh*CP aflTelp zdifoptightingwea6lodthrqDistbfftcdatedd ng,n heaoydsdk* dbundttmsti-ehfodjooegitfelimiterr w €xth IIht®ogsor trees and trellises. 300, 600 or 900 Watt Stainless Steel or Powder Coat Finishes Timer and/or Photocell 6"/15.24cm 7.5" / 19.1 cm 13.5" / 34.3 cm 16.5" / 41.9 cm 75" /19.1 cm -, —� E rn a 0 0 T a E a r; 1 Learn more about FX Luminaire lighting control. Visit: fxl.com 760.744.5240 41 Id PX: Transformer FACTORY INSTALLED OPTIONS: Order 1 + 2 + 3 + 4 METALS RMIR Step Description LMCode SS = Stainless Steel 1 TRANSFORMER PX POWDER COAT 2 SIZE 300, 600, 900 (Watts) ❑ 3 OPTIONAL SWITCHING T (Timer), PC (Photocell), or TPC (Timer& Photocell) WG = White Gloss 4 FINISH SS, WG, FW, AL, BZ, DG, WI, VF, SIB, FB F-1 EXAMPLE: PX-300-SS = PX Transformer -30OW - Stainless Steel Finish FW = Flat White FIELD INSTALLED OPTIONS: Order Individually AL=Almond Description Code kb■ BZ=Bronze Metallic FIXTURE PXSYNC (PX Sync Lighting Synchronizer for24Vfor Irrigation Controllers, 2.75" wx3" h x 1.5" d) EXAMPLE: PXSYNC = PX SYNC Lighting Synchronizer ■ DG = Desert Granite PX FEATURES ■ WI=Weathered Iron • Stainless Steel Construction: No plated common steel is used which means no rust ■ • Open Switching Control Architecture: Any standard timer, photocell, manual switch, VF =Verde Speckle or "smart home" device may be used ■ SB = Sedona Brown • Extra Large Terminal Block: Each terminal can handle up to 1612-gauge conductors • Nickel -plated Terminal Block Hardware: The ultimate conductive surface to ■ FB= Flat Black minimize resistance • Aerospace Circuit Breakers: These breakers are not temperature sensitive which The PX comes standard in minimizes nuisance tripping so the transformer can be fully loaded stainless steel, with a3'power cord, choice of timer and/or • Two -Inch Conduit Knock -Out: Allows installer to bring up to 20 cables to the photocell. terminal block Poo185pa 379� • Industry Leading Warranty: 10-year warranty for extra assurance Landscape , Lighting Power ETL Listed to UL Supply / Standards For Safety: -/ PX300 - UL1838 PX600-ETL1838/379 PX900-ETL1838/379 UL1838 Standards UL379 Standards For high performance and predictable lamp life use FX LUMINAIRE Transformers only. The PX is specifically designed for the high tech lamps used in ourfixtures —the use of inferior power supplies can cause premature lamp failure and other problems including the risk of fire. For more information on this very important subject please contact us at 760.744.5240. c 1 us C uL US LISTED Intertek 4/12 760.744.5240 1 fxl.com FXLuminairea 42 CITY OF MUSKEGO Staff Report to Public Works and Safety Committee To: Public Works and Safety Committee From: Scott Kroeger, PE, PLS, Public Works and Development Director Subject: Determination of compensation for the vacation of the Lake Drive ROW Date: March 18, 2024 Citizens Bank has requested to vacate the Lake Drive right of way described in the attached documents. The process for the vacation of this right of way will go through Plan Commission and Common Council. The vacation of this right of way will split the land with half going to Citizens Bank and half going to Muskego Beer, Wine, & Liquor. I have attached an aerial map and the petition. City of Muskego policy says the Public Work and Safety Committee needs to determine if the City should receive compensation for the property to be vacated. For this case, City staff recommends zero compensation for this property. The Citizen Bank development is not dependent on this vacation nor does the developer gain any financial advantage for doing this. The developer does not gain an extra access point or the potential to split his land in the future with this vacation. Recommendation for Action by the Committee: The Public Works and Safety Committee approve zero compensation for the vacation of the Lake Drive ROW. 43 �r (1) M 1 7 s 501 C) Li 0 0) (1) Se E -a ev LO A $5, 102 1 b i 9 -69' 37.00' co CO to . PETITION FOR VACATION OF RIGHT-OF-WAY CITY OF MUSKEGO, WISCONSIN To: Mayor, Common Council and Plan Commission of the City of Muskego, Wisconsin We, the undersigned, do hereby petition the City of Muskego to vacate a portion of the platted right-of- way of the Krogmann's Subdivision shown on attached "Exhibit A". IN SUPPORT THEREOF, the following facts are hereby presented: 1) Map and Legal Description of the right-of-way area proposed to be vacated as shown in attached "Exhibit A". 2) The two properties abutting the proposed right-of-way vacation are owned respectively by the Circulators of this Petition and legally described as follows: a. Citizens Bank Parcel Lots Sixteen (16), Seventeen (17), Nineteen (19), and Twenty (20), in Michi Plat, a Subdivision in the East One-half (1/2) of Section Nine (9) Township Five (5) North, Range Twenty (20) East, City of Muskego, Waukesha County, Wisconsin. Excepting therefrom that part of Lots Nineteen (19) and Twenty (20) conveyed to Waukesha County by Warranty Deed recorded as Document No. 3989401. Also, that part of Lot Eighteen (18), in Michi Plat, a Subdivision in the East One-half (1/2) of Section Nine (9), Township Five (5) North, Range Twenty (20) East, City of Muskego, Waukesha County, Wisconsin. described as follows: Commencing at the Northeast corner of the Southeast One -quarter (1/4) of Section Nine (9): thence South 01°13'04" East along the East line of said 1/4 Section, 113.05 feet to a point on the reference line of C.T.H. "L"; thence South 62'07'53" West along said reference line, 573.24 feet; thence North 27°52'07" West, 68.27 feet to a point in the Northerly relocated right of way line of C.T.H. "L" and the point of beginning. Thence North 89°06'09" West along said relocated right of way, 13.10 feet to a point on the Easterly relocated right of way of Michi Drive; thence North 42°52'07" West along said relocated right of way, 23.32 feet to a point on a curve; thence continuing along said relocated right of way and along the arc of a curve, 107.36 feet, center lies to the Northeast, radius of 267.00 feet, chord bears North 31°20'57" West, 106.63 feet; thence North 74°57'43" East 55.45 feet; thence South 14°07'38" East, 126.58 feet to the point of beginning. For Informational Purposes: Address: S75W17358 Janesville Road, Muskego, WI 53150 Parcel No: MSKC 2193.088.001 45 b. C and C Fischer LLC Parcel Lots 12 through 16 and the South 25 feet of Lot 11 in Plat of the 1st Addition to Krogmann's Subdivision, being a part of the Northeast 1/4 of Section 9, Township 5 North, Range 20 East, in the City of Muskego, Waukesha County, Wisconsin. Excepting that part conveyed In Warranty Deed recorded in the Register of Deeds office for Waukesha County on January 31, 2013, as Document No. 3987623. For Informational Purposes: Address: S75W17308 Janesville Road, Muskego, WI 53150 Parcel No: MSKC 2193.059 3) Property owners and mailing addresses within 2650 feet from the end of the section of right-of- way to be vacated shown on attached "Exhibit B". 4) Parcel Map of lots within 2650 feet from the end of the section of right-of-way to be vacated shown on attached "Exhibit U. 5) Signatures of property owners within 2,650 feet from the end of the section of right-of-way to be vacated indicating no objection to the vacation petition as shown on "Exhibit D". 6) Map with Legal Description for the two parcels that would revert back to the adjoining properties upon vacation of the right-of-way as shown for reference on "Exhibit E". 7) That the facts presented herein and attached hereto are true and correct to the best of our knowledge. Submitted this Jr-� day of March 2024. 46 CIRCULATORS OF THIS PETITION: g`titen� Bank V By: Jeffrey L Standafer, President and CEO 301 North Rochester Street PO Box 223 Mukwonago, WI 53149 4c— C and C Fisch r LLC By: Craig Fischer, Member S75W17308 Janesville Road Muskego, WI 53150 C and C Fischer LLC By: Clark Fischer, Member S75W17308 Janesville Road Muskego, WI 53150 Primary Contact for Petition to Vacate Right -Of -Way: Brett Engelking, SVP Citizens Bank 301 North Rochester Street PO Box 223 Mukwonago, WI 53149-0223 262-446-8104 bengelking@citizenbank.bank CIFl EXHIBIT A IT �c 1 ` IG NORTHEAST CORNF—R \ \ OF LOT 1 C-- OF "-THE 1 \ \ MI�c"Ht"PLAT m TAX PARCEL MSKC2193058601 t J TAX PARCEL MSKC2193059 LEGAL DESCRIPTION — THAT PORTION OF LAKE DRIVE TO BE VACATED PART OF THE SOUTHEAST 1 /4 OF SECTION 9, TOWN 5 NORTH, RANGE 20 EAST, CITY OF MUSKEGO, WAUKESHA COUNTY, WISCONSIN, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF LOT 16 OF THE MICHI PLAT, A SUBDIVISION; THENCE N 76DEG 29MIN 24SEC E, 20.07 FEET TO THE EASTERLY RIGHT OF WAY BOUNDARY OF LAKE DRIVE; THENCE ALONG SAID DRIVE, S 08DEG 40MIN 15SEC E, 204.46 FEET; THENCE S 62DEG 07MIN 53SEC W, 21.18 FEET TO THE WESTERLY RIGHT OF WAY BOUNDARY OF SAID LAKE DRIVE; THENCE ALONG SAID DRIVE, N 08DEG 40MIN 15SEC W, 209.73 FEET TO THE POINT OF BEGINNING. 48 EXHIBIT B TAX KEY ISITE ADDRESS OWNERS NAME MAILING ADDRESS CITY/STATE/ZIP MSKC2193030 S74W17348 LAKE DR JEROME F KAISER S74W17348 LAKE DR MUSKEGO, WI 53150 MSKC2193082 W173S7488 MICHI DR STACEY L MEINEN W173S7488 MICHI DR MUSKEGO, WI 53150-9302 MSKC2193049 W172S7455 CENTER DR CHERYL A KARL W172S7455 CENTER DR MUSKEGO, WI 53150 MSKC2193050 W172S7463 CENTER DR JAKE SCHWER AND JULIANNE DUSOLD W172S7463 CENTER DR MUSKEGO, WI 53150-9399 MSKC2193984 S74W17364 LAKE DR GABRIELLE CORDES DECLARATION OF TRUST 241 CLINTON AVE OAK PARK, IL 60302 MSKC2193079 S74W17365 RICHARD LN JASON P HAFER S74W17365 RICHARD LN MUSKEGO, WI 53150-9155 MSKC2193051 W172S7473 CENTER DR BRYAN W DAY AND PAMELA E DAY W172S7473 CENTER DR MUSKEGO, WI 53150 MSKC2193075 S74W17360 RICHARD LN BRANDON M ANDERSON S74W17360 RICHARD LN MUSKEGO, WI 53150-9303 MSKC2193045 W172S7421 CENTER DR JEFF SOBIESKI AND JULIE SOBIESKI S69WJ8011 MUSKEGO DR MUSKEGO, WI 53150-8528 MSKC2193081 W174S7482 MICHI DR DONALD J SALENTINE W174S7482 MICHI DR MUSKEGO, WI 53150-9302 MSKC2193046 W172S7433 CENTER DR BETTY BERTRAM W172S7433 CENTER DR MUSKEGO, WI 53150 MSKC2193083 W173S7510 MICHI DR DANIEL T HOLZSCHUH W173S7510 MICHI DR MUSKEGO, WI 53150 MSKC2193052 W172S7479 CENTER DR JEREMY D LIPUSCH AND JAMES LIPUSCH 800 ROSEWOOD CT BROOKFIELD, WI 53005-6848 MSKC2193047 W172S7441 CENTER DR ADAM J ALLAN W172S7441 CENTER DR MUSKEGO, WI 53150 MSKC2193054 W172S7493 CENTER DR RANDY GEIBEL AND SANDRA GEIBEL W172S7493 CENTER DR MUSKEGO, WI 53150 49 EXHIBIT C rMAP WAUKESHA countwi Waukesha County GIS Map 193• 2193 -- •--. 0:JEI ? 979 G 2193 GABRIELLE CORDESa 990 t - DECLARATION OF TRUST Al 21 '; 2143 o7s �4BRANDON_M ANDERSON r tL7�2M•1 2 j 31 219 JASON P HA IIER 076 ra5r DONALD J SALENTINE-_ at l lME F KAISER Of�' sue - Ma M JEFF SOBIESKI AND JULIE SOBIESKI�� ^�a � 4 2 BETTY BER�TRAM 2193- i ADAM J ALLAN ' S"-may~1 , CHERYL A KARL —212193-065� N 2 JAKE SCHWER AND JULIANNE DUSOLD z a 11d BRYAN W DAY AND PAMELA E DAY]r dY i 1 JEREMY D LIPUSCH AND JAMES LIPUSCH ' 219%W97 ��{.f Tao9 - 4 RANDY GEIBEL AND SANDRA GEIBEL STAC�EN ^' �_ 1i --91•• IIN 336&30 L t oe2 a ' �t"a.'3a--''� ►a �lj(..So- fj E 2469611.58 f I DANIEL T HOIZSCHUH 93101 Opp .� —CAND C FISCHER LLC 21 qh-�Pr• w AX4 7o aL 1�• _p gyp^S Olt CITIZENS BANK I Municipal Boundary_2K Parcel_Dlmenvon 2K Note Text 2K Lots 2K Ld w+a c r—d C-- Ex rt 0.1. Si multaneousConveyance A — Plat csM condom.-..m 5ubdnsan Cartoline_2K EA-Easerrent_Lna PL-DA PLEAeWed_', Ine PL-eh—_L— PL nY to PL-ne PL-nv ern. <aa oNer at.— Railmad_2K —+ Corporate Limit Boundary PLSS Comers Cwtar of Section c"',; c— Ghoal comer Meager C.— Dua�e. com« Seaon cprnar stw.kw corns. Townehro C— M— comer PLSS Line PLSS ipY— PLssSe ' PLss a-- Secea. Notes Parcel Dimensions the; Oorma:—..a p.,ons hemp are forinformarbnal Purposes and Waukesha C my spedfimlly tlriclaimS —,n IN, reproduction an0 NOteS: 1 158.07 Feet —&—IN acmonidnes and senses that, f specific and predse at:—r srep�ired. the same should be aetnm nad W Wocurement of certfied — maps.surveys.pla[s, Flood lniurarrce studks. or other offiUarnean>-WauteshaCounry wilt nutDe'esponsibie for any damages which result lrpm Nirtl pdrtY ufe Of the irtfWmdciDnaM tlepictions nere�.Or bruu wn�eh ignores tn�s wdrnM(. fh— s/4=4 50 EXHIBIT D We, the undersigned owners of properties that abut the platted right-of-way of the Krogmann's Subdivision and are within 2,650 feet of the end of said right-of-way subject to the joint request of "Citizens Bank" and "C and C Fischer LLC" to vacate a portion of the right-of-way do hereby certify by our signature below that we do not object to the petition to vacate the requested portion of the right-of-way TAX KEY IsrrE ADDRESS IOWNERS NAME ISIGNATURE DATE MSKC2193030 S74W17348 LAKE DR JEROME F KAISER MSKC2193082 W173S7488 MICHI DR STACEY L MEINEN /� n MSKC2193049 W172S7455 CENTER DR CHERYL A KARL/_�i MSKC2193050 W172S7463 CENTER DR JAKE SCHWER AND JULIANNE DUSOLD �/ % j4 C 4-4 MSKC2193984 S74W17364 LAKE DR GABRIELLE CORDES DECLARATION OF TRUST MSKC2193079 S74W17365 RICHARD LN JASON P HAFER MSKC2193051 W172S7473 CENTER DR BRYAN W DAY AND PAMELA E DAY MSKC2193075 S74W17360 RICHARD LN BRANDON M ANDERSON7v-" �,� r� ,%� L( MSKC2193045 W172S7421 CENTER DR JEFF SOBIESKI AND JULIE SOBIESKI MSKC2193081 W174S7482 MICHI DR DONALD J FALENTINEIYL MSKC2193046 f 1 4 �R��in MSKC2193083 W173S7510 MICHI DR DANIEL T HOLZSC HUH MSKC2193052 W172S7479 CENTER DR JEREMY D LIPUSCH AND JAMES LIPUSCH MSKC2193047 W 172S7441 CENTER DR ADAM J ALLAN MSKC2193054 W172S7493 CENTER DR RANDY GEIBEL AND SANDRA GEIBEL 51 EXHIBIT E \ 1 1 1 \ r f NORTHEAST CORNyR.- 1 \ \ OF LOT 1!'a- OF -M E y 1 \ r �I lC1 f1' RCAT 1 \ 1 \ \ 1 \ 1 \ \ 1 \ \ 1 J f TAX PARCEL- NSK�C21960W6--- 1 . y f 1 1 TAX PARCEL MSKC2193059 i t V LE::AL JE_:-'RIPTION - THAT PORTION OF LAKE DRIVE TO BE VACATED AND MADE APPURTENANT TO TAX PARCEL MSKC2193088001 PART OF THE SOUTHEAST 1/4 OF SECTION 9. TOWN 5 NORTH. RANGE 20 EAST. CITY OF MUSKEGO, WAUKESHA COUNTY. WISCONSIN. MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF LOT 16 OF THE MICHI PLAT. A SUBDIVISION; THENCE N 76DEG 29MIN 24SEC E. 10.04 FEET TO THE CENTERLINE OF LAKE DRIVE; THENCE ALONG SAID CENTERLINE. S 08DEG 40MIN 15SEC E. 207.09 FEET; THENCE S 62DEG 07MIN 53SEC W. 10.59 FEET TO THE WESTERLY RIGHT OF WAY BOUNDARY OF SAID LAKE DRIVE; THENCE ALONG SAID DRIVE. N 08DEG 40MIN 15SEC W. 209.73 FEET TO THE POINT OF BEGINNING. LEGAL DEECRIPTICN - THAT PORTION OF LAKE DRIVE TO BE VACATED AND MADE APPURTENANT TO TAX PARCEL MSKC2193059 PART OF THE SOUTHEAST 1/4 OF SECTION 9. TOY#N 5 NORTH. RANGE 20 EAST. CITY OF MUSKEGO. WAUKESHA COUNTY. WISCONSIN. YORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF LOT 16 CF THE MICHI PLAT. A SUBDIVISION: THENCE N 76DEG 29MIN 24SEC E. 10.04 FEET TO THE CENTERLINE OF LAKE DRIVE AND THE POINT CIF BEGINNING; THENCE CONTINUE N 76DEG 29MIN 24SEC E. 10.04 FEET TO THE EASTERLY RIGHT OF WAY BOUNDARY OF SAID LAKE DRIVE:: THENCE ALONG SAID DRIVE, S 08DEG 40MIN 15SEC E. 204.46 FEET; THENCE S 62DEG 07MIN. 53SEC W. 10.59 FEET TO SAID CENTERLINE OF LAKE DRIVE. THENCE ALONG SAID CENTERLINE. N 08DEG 40MIN 15SEC W. 207.09 FEET TO THE POINT OF BEGINNING. 52 CITY OF MUSKEGO Staff Report to Public Works and Safety Committee To: Public Works and Safety Committee From: Scott Kroeger, PE, PLS, Public Works and Development Director Subject: Request for Crosswalk Pavement Markings on Vine Street at Bay Lane Place Date: March 18, 2024 The City of Muskego Public Works and Safety Committee has received a request for Crosswalk Pavement Markings at the intersection of Vine Street at Bay Lane Place. Bay Lane Place has a speed limit of 25 mph and an off-street trail along the east side of the road. The request is being made by a resident who sees parents and kids walking to Bay Lane Elementary School. There are crosswalks at the far north (Janesville Road) and far south (Woods Road) of Bay Lane Drive. I reached out to Sara Stanley (School principal) about this request. She has not had a parent ask for a crosswalk at this intersection. From her knowledge, it looks like parents who walk their kids to school use Vine Street as a cut through from Janesville Road. Sara feels a crosswalk at Hilltop Drive and Bay Lane Drive would be more beneficial than Vine Street and Bay Lane Place. I have attached an aerial and a sketch on a photo showing crosswalk improvements that would need to be made. There would be some cost associated with this work. I am estimating this work would cost $5,000 or less. Crash Data In the last 10 years the Police had no accidents at this intersection of Hilltop Drive and Bay Lane Drive. Here is some background information on the use of crosswalk lines per different guidelines. According to MUTCD (Manual on Uniform Traffic Control Devices for Streets and Highways), "Crosswalk lines should not be used indiscriminately. An engineering study should be performed before a marked crosswalk is installed at a location away from a traffic control signal or an approach controlled by a STOP or YIELD sign. The engineering study should consider the number of lanes, the presence of a median, the distance from adjacent signalized intersections, the pedestrian volumes and delays, traffic volumes, the posted or statutory speed limit or 85th-percentile speed, the geometry of the location, the possible consolidation of multiple crossing points, the availability of street lighting, and other appropriate factors." According to a FHWA (Federal Highway Administration) study, "Marked pedestrian crosswalks may be used to delineate preferred pedestrian paths across roadways under the following conditions: 53 1. At locations with STOP signs to direct pedestrians to those crossing locations and to prevent vehicular traffic from blocking the pedestrian path when stopping for a STOP sign. 2. At unsignalized street crossing locations in designated school zones. Use of adult crossing guards, school signs and markings, and/or traffic signals (when warranted) should be considered in conjunction with the marked crosswalk, as needed. 3. At unsignalized locations where engineering judgment dictates that the number of motor vehicle lanes, pedestrian exposure, traffic volumes, posted speed limit, and geometry of the location would make the use of specially designated crosswalks desirable for traffic/pedestrian safety and mobility." According to WisDOT FDM (Facilities Development Manual), "Regions may permit the placement of crosswalk markings, which shall be based on a community pedestrian plan and/or a traffic engineering assessment of need. When used, the traffic study and/or engineering judgment should consider the following site -specific characteristics. • Pedestrian volumes and types and pedestrian delay • Traffic volumes including trucks and turning movements • Traffic control; signal, stop, yield or none • Posted speed • Geometrics including number of lanes and width of crossing • Visibility Additional measures necessary for safety may need to be addressed. More detailed guidance on pedestrian safety measures can be found in TCRP Report 112 / NCHRP Report 562, "Improving Pedestrian Safety at Unsignalized Crossings", FHWA 2005 Final Report, "Safety Effects of Marked Versus Unmarked Crosswalks at Uncontrolled Locations", and the "Wisconsin Pedestrian Best Practices Guide"." Recommendation for Action by the Committee: From an engineering standpoint here are my findings: 1. There is not enough pedestrian traffic, currently or in the future to justify a cross walk at this location. Furthermore, the City of Muskego would incur an upfront cost and would be obligated to maintain which is not justifiable. 2. Based on my research, practices on the use of crosswalk pavement markings at an unsignalized intersection vary. I have provided three guidelines as background for the committee to review. The Committee needs to listen to all arguments and make a recommendation. 54 C rc�.ss caa. I k I ac. �+cor> .T The Garden House - vent gateLn BriargateLn -� Muskego(EentS_. 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