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PUBLIC WORKS AND SAFETY COMMITTEE Agenda Pacekt 032023CITY OF MUSKEGO PUBLIC WORKS AND SAFETY COMMITTEE AGENDA 03/20/2023 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: • Road Program 2023 • Great Water Alliance C4 Of IWSKEGO 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: Jilly's Car Wash - Public Improvements Approval Memo to Public Works- 3-20-23 Jilly's Car Wash Public Improvements Approval.pdf 22-11830 SET Civil ISSUED FOR CONST 2023-03-07 11x17.pdf Muskego Business Park Speed Limit Reduction Memo to Public Works - Muskego Business Park Speed Limit Reduction.pdf NEW BUSINESS PLACED ON FILE (The following items have been placed on file for staff review. Upon completion of review, staff will 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. 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: Dilly's Car Wash — Public Improvements Approval Date: March 20, 2023 The City of Muskego has reviewed the Dilly's Car Wash plan set located on the north side of Commerce Center Parkway between Jiffy Lube and Ace Hardware. 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 Dilly's Car Wash development contingent upon all City of Muskego staff comments being addressed. 3 v I I I I I I Q I I I I I I I I Q I 1 I 1 1 I I I UNPLATTED LANDS OVMER, SUNSET BANK & GA - TAX KEY. 2169 994 O1 N88'45'40"E 125,00' 6 Zry Il / / MWfffPf0. 1 N fP5EN0. gj160i toN NTF;m ENT b P SAVE ONOLITHIC �aCIMaL DUMPSTER ENCLOSURE-e°y CONCRETE . EMPa00WALK ON MOUTHICg° WUNTABR cuRO 1 jj HEAVY DUTY BIXLAOD TH CONCRETE U( 18 II COUTIER RooASPHALT Pyy 60.5 )X RIgS Py LARCH. 0 SEE ® 13.0' ISO 13O' 11" CURB AND GEEJECT 1 N" REJECT CURB 18.0' AND GUTTER J h �.1 2 110 o �j PED 26 M1 R 1E" REJECT P L = ii C _ ARC=269.58' Xj LOT 2 C NO. HAD-1535. 42' CH. BRG.=N01'S9'OS"W J�+SPV'P a 10'03'34" HEAVY DUTY ASPHALT V, UC41p DUTY LIGHT HrBrr o 18" REJECT CURB AN GUTTER s I3' REJECT qqI 'uR CMPJ B TjCA CURB AND GUTTER R35 I VACUUM s(TwJ ® c{ONCREpE L-_ pALK I 1},0' 13.0' I 1 ® 60.3' 1__HT POLE <C iz a� auRnac e CONCRETE I corvcRETE � AYEM Y' ,:pup.•. vm WG I 11 LLARO m� I 8.0 .D' m CT AND GUTSIER CURB A II ,8" REJECT CURB arv0 ay5 py° R1B0 GUTTER ,yT O RE R35URB A GUTTER _ E _ rva nor SIGN "" RTO O h5 A, _- _ _ _ HavHALrY AO YY POLE n.) PART CSM N. 11848 0 _-GO COMMERCE MTAX EKEYR EAST9LUC 012 CURB AND GUNTER ASO p306 18" TAINT �a O o-55 DTUMENr61CN3" ACCESS. WRY 1 P G Gf )x 1893c� I ANEASEMENT �S82'02 45"W 1 At 5• WAT if ��f d"S 1 EnSEME 9�1� •1 P RAP ACCESSti LADDER V G I HEAVY ASPHALT I \ ION P METERGA DUMP METER 1 9 q ENCLOSUR[\\ CURB EJETEN g V yI 11 V�``hT \ S2 AL AR V I =LL CSM LOT I EG II ' rnx KEr. z169 99e oa�LLc 1 \ o � ha� \ � / c 969 SANITARY V 1 % I 111 1 1 1 YG 1I 1 1 I ❑ DOCWATER EASEMENT ENOEMIEGO 4Ni IIiPRCITY CAMF NO S11185 9625 i j1 I 11 SANITARYEAEWERR& 1TERY 11 II II PERAC. NO. E1TBS E..2 V ® ®'SW C .0-T I r 1 --------- _ 7 -'' PAVING NOTES GENERAL NOTES AND SPECIFICATIONS g R 10 H N I ALL MNG SHALL CONFORM TO "STATE OF -COUSIN STANDARD SPECiEw ONS FOR 1. ME IN- OF ME PLAINS AND SPE`ITCATI`N` ST FDRIN PERFORMANCE AND HIGHWAY & STRUCTURE CONSTRUCTION AND APPLICABLE CITY OF MUSKEGO ORDINANCES. CONSTRUCTION MATERIAL STANDARDS FOR THE PROPER EXECUTION OF WORK. ALL WORKS CONTNNED W CIFICATIONS S BE COMPLETED IN 2. CONCREE PAVING SPECIFICATIONS -WITH A REQUIREMENTS FOMA LOCALE STATE, FEDERAL OR OTHER GOVERNING AGENCY'S CODE'PULING. CONSTRUCTION A ION LAWS. GULATIONS, JURISDICTIONAL ORDINANCES/CODES/RULES/ETC.. AND THE OWNER CONCRETE PAVEMENTSTANDRSHALL BE THEIN ACCORDANCE WITH THE REOUIREMENTS NOF SECTIONS C`CATONS FOR 111HRIA1 AND 2. SURVEY WAS COMPLETED BY JED PROFEs51ONAL SERVICES. INC. ON SEPTEMBER 13.2022, STRUCTURE O CURIII AID "' OF THE STATE OFRENT EDT_ HEREAFTER. THIS PUBLICATION WILL BE REFERRED TOASSSTATE IEHIGEASTANDARDFT HIGHWAY SPECIFIGATIONS. 1. HE CONTRACTOR IS RESPONSIBLE FOR TH FOR PERE PROPERFORMIEVANG ANY 111IONAL SITESOILSFOR INVESEGATONS THEY STATE SE COURSE -THE BASE COURSE SHALL CONFORM TO SECTONS PLANNING. BIDDING. OR"TCONSTRUCTNG THE PROJECT NATEFNO"ADDITIONAL COST PURPOSES THE AND BEE CRUSHED USED IF AP ROVED"ISYH GEYTECHCI ENGINEER FLR CLEAN CRUSHED CONCRETE T THEM5 NTT CT n BID PROPOSAL. 0 E CONDITIONS. DO HOT iHUE' ANDACTOR IS RESPONSIBLEINCLUDINGTFIELD VERNFYINGTAND SOI �C NDMPONENTS ONS, PRIOR ME TO FURNACE PRE G ARATWORK UNTIL NOCIFY CONTRACTOR SUBBASASE ARFU�NSARTAIVE BEEEN CORRE TTED AND ARE LD S L O ITT R R R DY TO RELEI E PANG_ AMFIGURIE DISCOVERED AS DESIGN GROUP ASPHAL NCRETE ONG AND 3, CODES TANDOEANDARDS LNG THEIHPUCIND, CONCRETE AND COMPOSITION OF THE INE' METOFCONTRACTOR CONTRACTORE SN SOLELl OF Y REEPPESIEECETI FOR THEOCOMPUA ON HELD OF OUANTITESS AND eI IPG1C.lIs WORN REQUIRED TO COMPLETE THIS PROJECT. FOR CONTRACTOR'STBID SHALL BE BASED ON 1. IA WTHPHAME REQUIREMENTS AO ASPHALT 0 ETE SURFACING HALL BE N ACCOOA OF CE THEIR OWN COMPUTATONS ADD UNDER NO CIRCUMSTANCES BE BASED ON THE ENGINEER'S EGTDWISCONSO 0005. HEREAFTER, THIS PUBLICATIOR ON WNWA BE REFERRED RED TO STRUCTURE AS STATE HIGHWAY ESTIMATE. 20 5. P BL RION E R E SPECIFICATIONS. ]. OUE`DoNS/CLARIFICATIONS W L BE INTERPRETED BY ENGINEER/OWNER PRIOR TO THE WEAA EER/OWNER W (10 CE LID WHEN - APPLY TACK COATS WHEN AMBIENT TEMPERATURE IS ABOVE 50 F WARD OF CONTRACT. EN ILL SUBMIT OFFICIAL RESPONSES IN WRITING. (10 CJ AND WHEN TEMPERATURE HAS NOT BEEN BELOW 35' F (1- C) FOR 12 HOURS INTERPRETATIONS PRESENTED IN OIN NO RESPONSES SHALL F- BINDING ON ALL PARTIES ----"----- -'- - ---- IMMEDIATELY PRIOR i0 APPLICATION. 00 NOT APPLY WHEN fl45E IS WEi OR CONTNNS ASSOCIATED WITH THE CONTRACT, IN NO WAY SHALL WORD-OF-MOUTH DIALOG CONSTITUTE EXCESS AMOUNTS OF MOISTURE. CONSTRUCT ASPHALTIC CONCRETE SURFACE COURSE WHEN AN OFFICIAL RESPONSE. ATIAOSPHERIC TEMPERATURE IS ABOVE Al F (4' C) AND WHEN BASE IS DRT AND WHEN S. PRIOR i0 START OF WORK, CONTRACTOR SHALL BE COMPLETELY FAMILIAR WITH AAY WEATHER IS NOT RAINY. BASE COURSE MAY BE PLACED WHEN AIR TEMPERATURE IS ABOVE CONENIONS OF THE SITE, AND SHALL ACCOUNT FOR CONDITIONS THAT AFFECT R M ---------------- ----- 30' F (-I' C). AFFECT CONSTRUCTION INCLUDING. BUT NOT LIMITED TOP LIMITATIONS OF WORK ACCESS. Z COURSE RS CONTROL NESTAIBLnSOH AND MAINTAIN REQUIRED LINES AND ELEVATIONS FOR EACH 54�DJACENTACE ACTINIEE• EETC"NFAILURE S TO CONSIDER CON�RNS SHALL NOTNS, LEGAL BECAIREMEN. 0 E DURINGCO RI N. FOR CWM OF JOBSEXTRIS T O E < TOU AGGREGARE BASE D 305OURTEE- THE TOP AYAY FR OIF BASE COURSE RE YLLED CONFORM COMMENCEMENT OF CONSTRUCTION SHALL EXPLICITLY CONFIRM THAT THE CONTRACTOR HAS \� CONCRETE MAY BE USED IF APPROVED IBY DEC— ENGINEER OF RECORD. CRUSHED 9. REVIEWED THE PLANS PROP AND SPECIFICATIONS IN THEIR EODRE7YMPLE AND -TES OIES THWTHTH11 (3 EXBM��D BID PROPOSAL CONTAINRS P DROOPS AL COMPLETE E PERMITS T Z LL TO SECTIONS 460.2.] AND 315,ENDER COURSE AGGREGATETSTATE HIGHWAY SPECIFICATIONSE AGGREGATE FIR ME R COURSE SHALL CONFORM 1 OSTNHER. AND CUNFOONTRACTORNEGEENUNDERSTANDS ALL OF THE REQUIREMENTS OF THE PROJECT,AVE EN O Q SHOULD ANY IES OR CONFLICTS N THE PLAINS OR NG BE CONFORM TO COURSESURFACE A5Ea60.2.] - T465, STATE HIGHWAY SPECIFICATIONS HE "IFIGATE FOR THE SURFACE COURSE SHALL E. DISCOVERED AFTETELY ANDR MERAWARD OF CONTRACT. ENGINEER SHALL BE NOTFIEDCIN A EWRITING ,_ASP^ LED MATERIALS SHALL CONFORM TO SECTION 455 AND SHALLIMMEDIANOSTRISUCOMMENCE E ORCONSTRUCONTINUE, NTTIONI UE, UNTI'EMSL A RAFFEOTTETEDN R PONTHE EI FOMnENGIN/ERNOWNER v / 460E STATEe"IGHWAY SPEOPIICAIONSLTG SPRELLFICBETOONS OWNDRIN T PLANS. THE EVENT OF ONEC ESTABLSHUCT INC E1HE "MOST STRINGENTE REQUIREMENTS Z Z SURF GIFY GIOR OF CONDRIGNS. DO NOT BBEGINAGPAVIGPWORKK NUNTLN DEFICIENT SUBBASE AREAS HAVE BEEN CORRECTED AND ARE 11. LTIE IOFFOUR NO CENSES TOOMPLETL, AT ITS THE PROJECT. EXPENSE. OBTNING AIN A NECESSARY RMII OR DELAYS PERMITS A W `W EADY TO RECEIVE PAVING CONTRACT OR SCHEDULE. CONTRACTOR SRA COMPTLY WITH "ALL PERMIT CAUSEIT RE. REMDELAYENTS.HE C PAVEMENT THICKNESS NOTES LL INTERESTED GOVERNING AGENCIES, J COMPANIES - w ALL PAVING SHALL CONFORM TO "STATE OF WISCONSIN STANDARD SPECIFICATIONS FOR HIGHWAY 12 CONNSAFFETRUCTION RTRON . ME CONTRACTOR SHALL E1 THIS COMPLY UI wIiMFY LLA EJ JURISDiCTAN IO DG ORDIONANCE/CODES RESPONS RESPONSIBLE M SKEGOC RE ACOL CONSTRUCTION - CURRENT 4LEDITINN A CABLE DR �F R CTOR D THE G EL NIL RI ADDENDUM, UM, AP R PARED PE MR IA S, AND OTHER THE APPLICABLE STANDARDS, S. L LE U R IN ENGINEERING SERVICES REPORT P TO DETERMINE WHICH ORDINANCES/CODES/RULES/ETC, ARE MELIGIBLE, w Q PI PAVT]AENT DEIGN TO BE DETERMINED BY ORER BASED ON CEOTECHNICAL 1 SAFETY IS THE SOLE reESPONSIBILTIT OF THE C NTRACTOR. SHE CONTRALTO HALL BE ENGINEER OF RECERD REGONMENDATpR4. ALL PAVING SHAPL BE PERFORMED IN ACCORDANCE 3 pEREPON5IBLE O INITIATE. INSTINTE. ENFORCE. EMAINTNN. AND SUPERVISE ALL SAFETY 0- WITH TIE GEOIECHNICN. ENGINEER OF RECORDS RECOMMENDATIONS AS SPECIFlED IN THE SAID CAUTIONS AND JOB SITE SAFETY PROGRAMS IN CONNECTION WNH THE WORK. ` ^ GEOVuM pl nvEMEPDIT �RUCTURE 14. GONTRACTDRE sSH L KEEP THE JOBSRE CLEAN AND ORDRERLY AT ALL TIMES ALL LOCATIONS �/ COUSEUOF MEOUSLY'INGµD ALL LL BE KEPT R RESPECTIVE WORKING ECONTRACTGRG OPERATE SUCH HAT UNDER E GENERAL 'GOOD CONCRETE PAVEMENT (TRASH PAD) 1 E CONII+ACTOR SHALL IOEMNIFY THE VIER JSD AND THEIR AGENTS FROM ALL y 8" CONCRETE WG MESH REINFORCEMENT 6 SE (1-1/4" DENSE GRADED LIABILITY INVOLVED WIT1 TIE CONSTRUCTION.E NSTALUTON. AND TESTING OF THEWORKON cuMESTCLEAN RON) REG4TE BASE couR CONCRETEECYCLED CRUSHED MAr BE USED IF APPROVED 6r THIS PROJECT. GEOTECH ENGINEER OF RECORD 1 ALLIMMEDIATELY EREPORTED TON` ENGINEER//OWNERIINTERID �GTILESN ORIG PALING EOUTSIDENTHES"PROJECT H ASPHALT PAVEMENT LMIIs SHALL BE LEconNEcrEE OR ERourm To EarvrAlN ERAI"AGE. ENGINEER/oFSTE 4 DUTY ASPHALTICCONCRETE(2 LIFE, 3° BIOEft, 1-1/2' SURFACE) SHALL DETER nINE "THE MOST FAVORABLE METHOD OF RE-ESTPB gsHMENT OF OFFS TE OWER LAYER (3' BINDER, 4LT 58.28 S) FEUNC ON F SHALL BE DURING TRENCH HXCNVATIONS, E-ESTABLISHING LE UPPERE I.5" SURFACE SLT 58.28 5) UN CONSIDERED EXPENSE. U RUSHED AGGREGATE BASE COURSE (1-1/4' DENSE GRADED 17. C L PEDESTRIAN RAIMPS SHALL M11 EET AWAL REQUIREMENTS. O 11 PREY OEO CONSTRUCIR TION IIS F CLEAN E MAY BE USED IF APPROVED BY PEDESTRMX RAMPS ETE THE AS BE NOTILL G I CONSTRUCTED TO PDA STPNDARDS. IT WILL BE THE GEOTECHE ENGINEEROOF RECORD CONCRETE CONTRACTOR'S RESPONSIBILITY TO REMOVE AND REPLACE, LG"3os ERlc coucR:c (2 BINDER. 1-1/2' SURFACE) PAEM oNTSTRPNGNOTE LOWER urEresNICE, aLT SSGe s> U"ERER CONTRACTOR STRIPING WITH owrvER PRIOR TO corvsTRucrloN. SURFACE, 5Li 58.28 Sj 8" CRUSHED AGGREGATE BASE COURSE (IS C/4- DENSE GRADED 2 PROVIDE CONTRACTOR GRADE ACRYLIC, STR PINEp AINT FOR NEW SP AOR COATED CLEAN LIME RECYCLED CRUSHED CONCRETE MAY BE USED IF APPROVED BY ASPHALT ALL STRIPING SHALL BE APPLIED INACCORDANCEWITH MANUFACTURER'S GEOTECH ENGINEER OF RECORD. SPECIFIG.TONS. CONCRETE SIDEWALK AND STOOPS 3, THOROUGHLY CLEAN SURFACES FREE ODIRT. AND. GRAVEL. OIL AND OTHER FOREIGN MATTER. DONTRACTORESPONSIBLE ESPONSIBLE TO INSPECT EMENT SURFACES FOR CONDITIONS D CLEAN"R CTCCm GCRUSH SE CONCRETE MAY BE USED IF APPROVED BT CC THAT WILL ADVERSELY AFFECT OMAL E WORK, AND WHICH CANNOT PUT IN ANCOURSE ACCEPTABLE THAT ILL THOUGH NORMAL PREPARATORY WORK AS SANNOTDBE TE 6 GEOTECHE ENGINEEROFRECORD, 4. DO NO PULE MARKING OVER UNSOUO PAVEMENTS IF THESE COOITIONS I NOTIFY 'UT.RT sFORTIN`TAL_-ATION CONSTITUTES CONTRACToR'S ACCEPTANCE OF SURFACE AS 5. LAYOUT FOR USING GUIDE LINES, TEMPLATES AND FORMS. STENCILS AND TEMPLATE C SSHHALL ARROW BE PROFESSIONAL-Y MADE TO INDUSTRY STANDARDS. "FREE HAND' PAINTING OF S, SYMBOLS, OR WORDING SHALL NOT BE ALLOWED. APPLY STRIPES STRAIGHT AND O PROP-nFvrIFMFNr lPRFFRtt IIMIn,� EVT N. w ' n 6. PROTECT ADJACENT CURBS, WALKS, FENCES, AND OTHER ITEMS FROM RECEIVING PAINT. > V PERVIOUS - 94,498 SF (99.BR GREEN SPACE) IMPERVIOUS Lu - 193 SF PLY M KING PAINT AT A RATE) I ONE (E GALLON PER TIRES TO FOUR HUNDRED /1' ] (300-400) LINEAL FEET OF FOUR (4) INCH WIDE STRIPES. (OR TO MPG. SPECIFICATIONS) T� w �osr-��o��t�o�� R CARE MARKED AREAS DURING INSTALLATION AND UNTIL TE MARKING PAINT IS DRI O Q ADD EADY FOR TC PERVIOUS - 49.266 5F (49.9%GREEN SPACE) , ALL HANDICAPPED ACCESSIBLE PARKING SHALL BE LOCATED PER 20D9 EL 11066 O U U IMPERVIOUS - 45,232 SF (6,t86 SF BUILDING) Cie d w L.L BASED ON PROPOSED LAND DIwSIGN SHEET INDEX w O DIMEN I xaNDPaMEMExrIDPLAN J Lu >- J H 9� "111 ZI 1 SITE ITS BIWDSION GGATROL PLAN U RIZAt W. Al BITEGEI P NSAATTARTANR wATER8ERv10E O !SKANOARBJACH �.n ITS'LE ' ` E-A,T38 �5.1 ITE Deran v MILWAUKEE. MI s: wl o PUBLIC WATERMAIN&SAVTARYSEWERPLAN&PROFIL �S PJ \ �l2�1 LEGEND OS SANITARY SEVER MANHOLE SAN SANITARY SEWER ® STORM MANHOLE W WATER MAIN ARC=51.10 _____ _--- ® CATCH BASIN ROUND ST STORM SEWER RAD=260.00' -_---- ® CATCH BASIN SQUARE RD ROOF DRMN CH. 5RG.=555'23'30"W ,_ b' FIRE HYDRANT UNDERGROUND GAS ARTCH L.=50.or _ __---- URB AND GUIRI 15'40" 5 - - �- _ WATER VALVE UNDERGROUND ELECTRIC a "FOR SALE' fP Ep cns VALVE T UNDERGROUND TELEPHONE SIGN 2 ii LIGHT PENE FIB UNDERGROUND FBER OPTC SMNO TELEPHONE PEDESTAL OH OVERHEAD unuTr m^- zNiZ Q ELECTRICAL MANHOLE SF SILT FENCE z c4ra� SIGN )e} CONIFEROUS TREE a u' `v pf powER TO. Yr ES 7 ES- y E � GUY WRE DEODuous TREE m.�o. 2 M M T PER �('.. "aE",pcuR (DO. NO ,G]9B541) O LDBEEBe � o R //\ _z GE zz EwM w0 GE'(ER m cowgw� 1pH GE N ° ��z 00 �pV o �:.. DRIVEWAY GO PARK ue"c af'I LI 11�J ISUL aAaxaaxo 3 6p _G1 SCALE IN FEET 0000000 P pI Bso50 --_v� ADAPCURB e� ��g-�,e� AIL__-_--- 20' 0 20' JOB:�� 3447 O �oEx° `- 1 N DRAWN: CAP CHECKED: RIM ° TVA;¶= DIGGERS NOiIINE ,,5� SDAJE:HEET: os-is2o22 MILWADKEE REGIONAL OFFICE • O Call a 8511 18(800) 242-6ussE ftoAo. 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T 11 I V 1 v I 1 I ST I �S' IIII II '. ml ' I I III IIIIII($ Sol �1 S II I I I I I I I I ICI I� I III I I I I I I Iml II I III �g Il Ill11 I I I I II I II II III �� II II I IIIII I III III N I� I Iii 1 IIiI �6 lilllll, III e I I III V a"I I 111 I I I SI 52@ III I IIII II "��1 ', 'III 11 ' 'III I II I III III Im II IIIII I IIIIII ,� I I II I I IIII II III It II 1111 111 IIIIII 1\ II I IIII III j1 Imll 1 it I I Ill II III II It II It II II III I I, II li II /1 I II III II II II 1 II I II I it I I11 I IIII I+ �1 / I I 1 II � I II IIIIII III 11.,// 11 IIIIII III II IIIN I x I II II I I IIIIII II IIIII II I I � I I II si el I II II IIII' II 1j11 II III I I 11 I II 11 I III I I I I ,' IIIII lo u°3 xll^ IIIIII IIIII III ' x°y AD II I I I I I I I LU PART OF -- cs DTNEM _-Go cbMMEgcf XE CENTER EASTLG/ 14.46 TA 999/ 012 yb / m x I / I ss0 x e� b" I I I a0 / 85a50 e5 ' h / x / 60 h9 / e2 AI -- m RAD=260.00'h<`Y----- N CH. L-5055'23'39'/W !--� x0 / -- .,yp� 951.s5� / 0=11'15.40", OR YAL�EE' / _ - FIG. 6 G) Sq� \ \ 1 mile, mala'14111014, SANITARYNEGo/" WATER EASEMENT s / F enlr211 K,PW iP CITYOF11185 A ' M 11185 �a gJ T I Q° 11 S wgn:RTEAswERN& I PER CSM NOSt 1185 � sT sr B L / Sy I N SAN,<tR ___— -- `851.05 --_a MATCH 1-1 \11 RIM 850.011 CPEDESTRIAN (DOASENENT PE695 , SW&E. 847 N63 CNO01 ) PAN S 1 rECSP� pZ U, `V ,p �••'pUOUG� / IB SW& . 39.96 /i'( •MOE St END." thS /VAU¶T/� GRADING NOTES1. B R I O H N OORT VERIFY Y DISCREPANCIES TOJSD PROFESSIOENSURE ROLY AND P NALSERVICES AREAS PRIOR TOME START OF ANY CONSTRUCTION ACTINTIES, 2 A PROPOSED GRADES S SHOWN SARE FIENT NISH N SURFACE GRADDESG SURFACE EUNLESS SOTHERN WISNOS OTHEN DIED 3 AS EPICTEDIONS AND MATERIAL PLACEMENT SHALL BE COMPLETED TO DESIGN ELEVATIONS • COEALA �NTRACLOR SHALLLAASSUMSOLEGRADINGESPONSIBILITY FOR R THE COMPUTATION(S) OFF A G IN ODNTIARFETM WHILERN,ISO ATTEMPTSDESIGN TO PRUND COST EFFECT( FACTORS,APPROACHL NGMUDNG SAFETY AES1HETICE. AND COOMMAON ENGINEERING STANDARD BASED ONM OFT CARE. THEREFORE NO GUARANTEE DE FOR BALANCED SITE. THERCONRACTOR MAY SOLICIT APPROVAL FROM ENGINEER/OWNER TO ADJUST FINAL GRAIDES FROM DESIGN TRADES TO PROVIDE N OVERALL SITE BALANCE AS A -ULT OF HELD CCONDITIONS. 4. GRADING SHALL BEN A MANNER TO ALLOW POEDRAINAGE ACROSS DESIGN GROUP PREVDENT,O AND N IF CILE wNECES SURFACE ATER HICH SART PUMPIFROM NGINCLUDE ExTo AILIN E LEEAV TE NPoNDINOT AyONTRACTSHALL OR R OWNERBE 11-1.1-MIG RESPONSIBLE FOR REIJEDIATION OF UNSUITABLE SOILS CR aRRD50�RIGINAE D AS A RESULT (ZM1� Sm TAx ING ACTIVITES To IMPROPERLIMIT EPOsuaE OE Dis UREED solLs DUE TO wLARER. s 0u6rvcE c 5. THE CONTRACTOR IS RESPONSIBLE FOR ME"N" MN -UM COMPACT` STANDARDS A� MERECMMENDEDGEEHN"LPREPAREDAND ER TDATED _ SITE REQUIREMENTS. T CONTRACTOR SHALL NOTIFY GNOI ECHRN OAWLNER2 IFORPROPER OCOMP TERN ME ANNNT BE HE -NEED THE ROJECM COHENO BE CONSIDERED LEANT SOILS. THE ENGINEER/OWNER NAND GEORCHNICAL TESTING CONSULTANT WILL DETERMINE IF REMEDIAL MEASURES WILL BE NECESSARY. N. IN THE EVENT THAT ANY OIISTSHRC-DENSITY TECORR FAIL TO MAS SPEU-TIN ftEO J REMENTS, THE CONTRACTORECSEARY BRING ME MATERIAL INTO COMPLIANCE AND RETEST THE FAILED AREA Ar NO cost TO THE /J WITH THECA PHAORIOZATION ON MAY FF THE EENNGGINOER/OMER, MAEAS TERIAL THAT IS TOO WET TO PERMITPROPER I..L SHALL GLEARLT FIELD MARK THE EXTERIOR UNITS HILL OF OF SPRBAD AN SMATER IE NFETDALFFORT OWIM PAINTED CONTRACTOR s ME UMITS. UNDER NO CONDITION SUBMISHALTMEHPLANE TSPRa M4IENIINT DEPTH IF ERIATNEEN/OWNER THAT DFEPTH EXCEED MEFIECRI IEIIRINR E OF; RE EFFECSPREAD GR THE EPTH B. ENE CONTRACTOR ONTERED RINC SHALL COMPACTION NOTIFY E GINNEER/OWNER IF GROUGWATER H IS Q co NILDunTIL AND SAFER IS SOLE SHORING, BRACING, RETENTION STRUCTURES. ND TIOCAVATIONS. 10, ESITE SHAL COMPLETED TO wlTHlry OERTPTH. ME E DES AS NDCRWITHIN HE PNAN' CP(OA MNTOFSOSTONE.CONTRACTORD INTO S EHCO SsEDCE CONSTRUCTION EMOROINOIL SMALLERAREAS TOALLOWABILI LION OF DISTURBED SOILS IMMEDIATELY UPON COMPLETION O DU SMALLERAEAS. /V 11, CONTRAC7OR SHALL CONTACT "DIGGERS HO— FOR LECKTONS OF ALL U'L TIE' IN ANY 'TTE AMID SMALL RESPONSIBLE OFORT PROTECTING SAIDNTUTIOLNES FROMNANY DAMAGE DURINGSCONSTRUCTION IBE w 12 CONTRACTORPPPROVLL EIDD ERO 101 SIILT PROTECTCONTROL ETHDOWODSLOANDF[IL Ea EADUAC"TTSUCTGN ISRADING IMCOMPLETED. CONTRACTOR 13, GUTTER,TNTRI TESLL EGETXFDN RESPONSIBLE ABOVEFOR GROUNDREF- APPURT vENT 0AN ALL POOR ANYNT50HERCURB AND OFMc SSTRUCTIONTTREIaTcos ACTIITESE as EDETER�MIINEED BYHnTHEs DanACEreo IR nTnmE Cltt'S REPRESENTATIVE CONTRACTOR ONALL SAT THEPAR RE EXPENSE REPLACEOF THE GCONTRACTOROANOTH SNO COST TO THEECIIY.S y 14. WORK WITHIN ANY ROADWAY RIGHT-OF-WAY SHALL BE COORDINATED WITH THE APPROPRIATE MUNICIPAL CONTRACTOR SH4RLMB IOR TO BLECOMMENCEEMMENT OF SCCOONSTRELMIOON NDVIT" FEES. GFADINFO WITHIN RICHIEOFEWAYMTS SUBIECT TO APPROVPL NBTESAID OFFICALS. RESTORATION OF RIGHT-OF-WAY S CONSIDERED INCIDENTAL AND SHALL BE INCLUDED IN RIGHT-OFCOST-WAY GN 'ND INCLUOINGTIIAGSCAPINGCLUDE ALL ITEMS NECESSARY TO RESTORE 15, CONTRACTOR SHALL COMPLY WITH ALL CITY AND/OR STATE CONSTRUCTION STANDARDS/ORDINANCES. 16, BEARINGS ARE REFERENCED TO GRID NORTH OF THE WISCONSIN STATE PLANE COORDINATE SYSTEM. SOUTH ZONE, THE EAST LINE OF THE NORTHEAST 1/4OOF SECTION 3. TOWNSHIP 5 NORTH, RANGE 20 EAST, WAS USED AS SOUTH OV40'47" 17, VERTICAL DATUM: NGVD1929 REFERENCE BENCHMARK: NORTHEAST CORNER OF THE NORTHEAST 1/44 OF SECTION 3. TOWNSHIP=5 NO TH, RANGE 20 EAST, CONCRETE MONUMENT W/ 5 RPC BRASS CAP, ELEVANNE RK 18 SBEENCHMARKAA NWAY, a 48 SSW BST DRY FAA'G OFN HYDRANT, NOE ENTRANCE RTH SIDE 602E COMMERCE CENTER PARKWA.RIBgFi. WEST JIFFY SUBEOEMRNCE. ELEVATONSNORTH B52.28 IDE OF COMMERCE CENTER BENCHMARK 0150 PK N41L ON TOP OF CURB. SOUTH SIDE OF COMMERCE CENTER q } EAST OF JI LIRE ENTRANCE, ELEVATI0N=850.97CL T _ 2 C CONSTRUCTION SITE SEQUENCING Q 0:� O I INSTALL PERIMETER SILT FENCE, EXISTING N G INLET PROTECTION. D TEMPORARY w CONSTRUCTION ENTRANCE. Q � LI..I 2. STRIP AND STOCKPILE TOPSOIL. INSTALL SILT FENCE AROUND PERIMETER OF STOCKPILE, W Z 3. CONDUCT ROUGH GRADING EFFORTS. NO Q W 4. INSTALL UTIUTY PIPING AND STRUCTURES, IMMEDIATELY INSTALL INLET PROTECTION. O U C 5, COMPLETE FINAL GRADING, INSTALIATON OF GRAVEL BASE COURSES. PLACEMENT OF CURBS. w L VEMENTS, WALKS, ETC, Cie L.L 6. PLACE TOPSOIL AND IMMEDIATELY STABILIZE DISTURBED AREAS WITH EROSION CONTROLS, U O ] COMPLETEROSION E WITHOALL SOILRES SHALL SURFACES BEREMOVED AN ONLY ESTABLISHEDR SITE CONTUCTON VEGETATIVE COVER THAT J W KEEPS OR EXCEEDS THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES DEFINITION OF J c 'FINAL STABILIZATION'. CONTRAC7OR MAY MODIFY SUCTION IF EROSION EQUENCING A L`L V GO CONSTRUCTION SITE EROSION CONTROLREQUIREMENTS,S ARE TANEO IN ACCORDANCE WI1H THE O LEGEND QS SANITARY SEWER MANHOLE - SAN - SANITARY SEWER ® STORM MANHOLE W WATER MAIN ® CATCH SIGN ROUND ST STORM SEWER ® CATCH BASIN SQUARE RD ROOF GRAIN )sr FIRE HYDRANT---------G UNDERGROUND GAS WATER VALVE --------{ UNDERGRONNO ELECTRIC ® GAS VALVE T UNDERGROUND TELEPHONE SS UGHT POLE - FIB UNDERGROUND FIBER PUG - LT TELEPHONE PEDESTAL OH OVERHEAD UTILITY © ELECTRICAL MANHOLE _,SAFE SILT FENCE h 4 SIGN )e} CONIFEROUS FREE z GUYWreEoLE DEODU°Us FREE R f A � 7 Q ��EZ �r Mv _ E5E Ise o�OO EVE r 12 �(i 'v viho SCALE IN FEET i a20' 0 21 www JOB: 3447 DIGGERS NOiIINE ,,S SHEEEETIN: E�D /�0919 u z MILWAUKEE REGIONAL OFFICE / . O Casl, a () 242 85,1 B1oBIUERD D S L MilwauIM,AXM(262)4U-7910 wgOKvs382.513.0666sa1ee Hearing Impaled TED I00D) U2-2289 CRwI wWer6Hotlim.com ,sO PRO,. MR.. wwD co O C`M CN O 12-7 CN I- I� L•/ I O LL O 0 I�I ^ Iv /J L•/ I p ff -- --- — — — - unPNEET B �Anos =__ ---= EROSION AND SEDIMENT CONTROL NOTESME USED IN B R I O H N OWNER: A KEY 2169 99 DDT ---- -- 20 EFFECTNE0 OPERATING ENCONDITIONS, nCVEGETATION, BE EROSION rOAMI SEDIMENT CONTROL. CONTROL _ WG9BSTDGE ---- _----_---_ ----- ALL CONSTRUCTION SHALL ADHERE TO THE REQUIREMENTS SET FORTH IN WISCONSIN'S MEASURES, AND OTHER PROTECTIVE MEASURERS IDENTREDB THIS PLAN UPON A 69 9 Ot .43'42'E r} PDE -- - - - -_ - _ - SEDIMENTNATIONAL R COL MEASURES ARP"'ANT DISCHARGEE R) BE`LMNACONSTRUCTED DISTURBANCE ACTI MAI S, ALLWAEROSIONTCR N AND EGAL ITHE M4NTEN, DE I IENCIES INS 0RMWAlKR THIS DEVELOPMENT SHALL BE ADDRESSED DRESSEDBIMMEDIABE TELY _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ e85 _ _ _ CONTROL MEASURES ARE i0 CON RUCTED N MAI NEO IN COftpANCE LIMITED i0 THE BELOW. �N88'4$�40'E 125. ---- ---__ - ------------------ — SEDIMENT WISCONONM DEPARTMENTEOF NATURAL RESOURCES (WONR)TTECHNICAL STMIDAROS %------- -------------------- _-_-- - (REFERRED TO AS BMP'S) AND Cltt OF MUSKEGO ORDINANCE, THESE PROCEDURES AND SILL FENCE - REPAIR OR REN E AN' DAMAIGED FILTER FABRIC AND/ON ST DES. --_ __ ------------------ - ----- RANCAROBI STHALL BE REFERRED TO AS BEAST M NAGEMENi PRACTISES T BMP'rq. R IS ME WHEN REACHED -HAL E OGS WIN ME /_--_- --_ _ --- OF. AND IUNDERSTAND,LTHE B P'S PRIOR TO THESTARTOF CONSTRUCTION ACTIVITIES. OP RH>NF.OF�THEE END FE NEEDED. ADD STONE 10 MNNTaN CONSTRUCTION SIONS AND -TRANS`,_ _ --- _- - PT — ------------- — 2. THE EROSION C 01. MEASURES INDICATED ON THE PLANS ARE THE M DOC ABCL CKM(siRAFl BALES)F- RE -SECURE STAKES. ADJUST OR REPOSITION BALES TO gJCONC. _ ------ ----_--_---------------------__-_-_------- REQUIREMEN C. OADDITIONAL NINGCONTROL MEASURES BE DDIRECTED ECTED WI LSD 24RHOEVRSGINAL ACCUMULATED SEDIMENT WHEN PAD - _--- ------------------------- rd-__- _--___ REOUESi. 0ER AG A S E@4iQ, CUFF L MATT rvG THEORONSREM �REPAI MMED�VpTELRE FGftA0PEC1100N REVEALS ow \ _ IREACHED IF FAILED ___ ___ IL WHERE _-__---_--_- ---- — _ — — — — — — —__ �s -- --------------------------- — — —_ OCIFICATION TO THE APPROVED EROSIO ONTROL P IN OR ER To ET CHANrvcuznroN HA E 1 1\ e/' �__- =--------------------- -- __--_-----__--__-_----------- UNFORESEEN SFIELD CONOTION5 ARE ALLOWEDNIF MODIFICATIONS CONFORM DTO BMP'S.MALL ➢1YE85O FERMI - REPIALE OR RE -COMPACT THE CONSTRUCTION MATERIA r / /--_--------------------------_ ----- APOPROVEpIOpSMUST BE APPROVED BY JSD/MUNICIPALItt PRIOR TO DEVNTION OF THE _ CUBAN, REPAIR OR DESIGN GROUP _ _ _HIN -_820_ -MEASURESFULLCONTROL MEASURE IS SHALER L _ _ - — _ -- — -- — — — — -- INSTALL PERIMETER Eftpsoo ------------- ___---_---___----------------------_--_-_--- _4 IIIFENCEAMIDEXISTINGINLET PROTECTION) PRIORI TO ANY SITE WpRK. NCAN IN LIGIN DER GOONS ICTION IO I., IN— ru \ �i% -DISTURBANCE-TO _____ __ _ __ _-------------------------- ACTINTESLSHALLUNCLUOE,NBUiLNOTABE"LI rtED iO THEEFOLLOWINORIN _-- — — — _ — - -- — — — -- -- — — - / CONSTRUCTON HALL BE PROPERLY POSE OF 1H15 ALL _-_--_- INCLUDES A — — -- PO �------------------------------------_-_----_-__-_-_- CONSTRUCTION NTRANCS SHALL E INSTALLED A ALL LOCATIONS OF CONSTRUCTION SITE w�TE MATERIAL," SANITARYDIWASTE,D AND WASTE M FROM VEHICLE - - T]ING------------ -- --- _ - _ TMGREss/OEGRESSEPOINTS.ECONTRAC�pR IS RESPONSIBLE TO COORDINATE LOCATIONS) WITH MA _ - -_--- _- -_- -- REQUIRED - LTY ) /--`------------- _ E P P R AUTHORITIES, PRO NECESSARY FEES AND OHTAI nl1 IRS, E N TRACKING OF SEDIMENTS. THE CONTRACTOR ---- ---_ ------ — ----- ------ ---------- --_--- ON THE OR MPER UST BE PRIOR CONSTRUCTION ENTRANCES OTHER THAN AS SPRRIOR OR HEALL BE OBRUILDING SHALL BERRIED. DUPED. RE BUpWEy 0 - ---- ------------- �- -----• ---- _ " UNUSED ES D WITH STATE. UN TOESBUIGNT SLOWING MATERIAL FROMI THEOWSING - -'" i BE PRIOR APPROVED BY THE APPLICABLE GOVERNING AGENCIES OR SHALL BE � _�_/i'--«'� E E E / �RIS / AND/OR M�0D5NG�3oz orsRMORE oCCHELso005uRFA [N w1THRA NONE of THE FALL �-/_ _ /'' �' E E E E ON INSTALLATION. UsR. -i Y - S "----_-------------.--------------6 WORAP 1SUTOMRESMOVREE ACCUMULATED EOGL.UDIRRT ND OTR DEUSTSAFTLER BE END OF EACH LOT NG To ME PreEVAIu QUESTED A ACE A. CING. / I I I / / - -1 �f 4316 855a95 ° • 500 y WORK Y 0 H GOVERNING CI L, FREQUEMGWATERINGOOF EXCAVATION IPNDe)FlLL ARE45EN" NEST PARKING AREAS A 895.90• �' 7. ACCUSE%ISHALL INO SEORM SEEW R FAOLILpilES THAT WMLETRC PULPIT RUNOFF FROHIN M STORM p. PROVIDING GRAVEL OR PRANG AT ENTRANCE/EXIT DRIVES, UJi AND 7 x SYSTEMS "INLETBPROTECTION SHALL BE IMMEDIATELY FITTED E ATSMENINLE 01 ALL INSThL�o TRAnsrt PATHS.V N L --f j1R[F� WS EEPIHG. N�ALL BE PERFORMED TO IMMEDIATELY REMOVE ANY SEDIMENT <I\ FTURM OFESEOR SEDIMENTATION AN DRBRSRES, ES, AND SWALES SHALL BE EPi CLEAN DTRACKED M . R E DN QBMRDL QR D Y LDNST LnQN (DRM S OVER BIrART OVER WA E Npn THE CI Y DF M05KEGD EBGI EER DEP RTM T (,-262-6,9-4145) DNLE ALL Q J NUMOSIEJ O�SIDEEpOT THCLIPET�RIEE �R"OCONTROLTS SH o INCCORPORATREE THE FOLLOWING R 2 EROSION CONTROL Is INSTALLED FORNCIttN NSPECRON AND APPROVAL PRIOR TO STARTING B a6' oy'� P E RE E TRENCH. CONSTRUCTION ACTIATES. N •0500 0° y95° <• iaACKFlLL. COMPACT. N AND STABIUZE ME HIGH MMECIATELY AFTER PIPE 22. REMOVE EROSION CONTROL DEVICES AFTER SITE Is FULLY ESTABLISHED AND THERE Is N / / 6 i DSCSHnRGETIOTNR. O O J Sw 856.30• o �, ENCH WAT IN 0 6EDIM AT ON B451N OR FlLTERING TANK IN CHANCE EROSION CAN E PLACE. O CROW / / / / I ' / 856.60 h �i' �/ ACGORDANCE WITH BMP'S EPRIORTTO REL'9EEINTOISTORM SEWER OR DITCHES. 23, CONTRACTOR SHALL NOTIFY THE CRY OF MUSKEGOO OF ALL CHANGES TO THE EROSION SIGN I I l / q I I I I I I I /:i h- I CO"T OL G tt OF USKEGO SHALL REVIEW D APPROVE ALL CHANGES PRIOR TO 9. AT A MINIMUM SEDIMENT BASES AND NECESSARY TEMPORARY DRAINAGE PREVISIONS SHALL MM INWORK, 685 BE CONSTRUCTED PREVEAND NT OPERAIGNAL BEFORE OFBEGINNING FUSIGNIFICANT ASS GRADING I I I LL I I I ri 5690 g56' n S S D UNTREATED RUNOFF 24. CONTRACTOR SHALLREADY FOR NNOT NOTIFY THE CITY OF UPON MUSKEGO WCITYS HEN THE SITE FULLY ESTABNSHED LLJ I I I I �y9�0i I I ERAOSIITOI ear 8o5gT 0 •856 6 _ e 8 10, RALL TEMPIRED ORARY AND PERMANENT EROSION CONTROL MEASURES PST BE MAINTAINED ANDIECTON BEDPERM TIED TO REMOVE AL SELL EROSION CONTROL ROV OF S COMRACTOR SHALL I v SOIL x0855. - ..T AN DA REPAR DUR NC CONSTHE RUCT ON. CDTHE OWNER wLL BE SRESPONS BEER F"SEROSION L CAIi19N ( ) - _- ON WN �yy-O' 856.66 857GO n CONTROL S REOURED AFTER THE CONTRACTOR HAS COMPLETED THE PROJECT 25 THEEROSION C FMMosKEwN SHA LL TEMPOBE EP ITN TE MINA SITE AT A CONSTRUCTLL TIMES DURING UCONSTR�UCEIONB O V I ' (IN T 5CILTDdd0001} 5jp y e 'INLET t,. TOPSOIL STOCKPILES SHELL HAVE A BERM OR TRENCH AROUND THER CIRCUMFERENCE AND 26 CONTROL MEISUR isA RE UPDATED RANDY TORN ETESATISFA �TIONO OF N1HHE CIttROSIOF ' ^ I I I A✓tUUtJ9 ijlL S � � PRO CTION x PERIMETER SILT FENCE 0 CONTROL SILT. TOPSOIL STOCKPILE REMAINS UNDISTURBED SOONNEL RGT ION IRO EPOORARY E HLUT DOWN BY T RE tt OOF W TO COMMENCE T C CONTRACTOR 1 FOR ONREIMAN SEVEN (7) DAYS. ttEMPOPAORARY SEEDING AGAR SIUNAVZATION IDABLESCREQUIRED. TIO PP VA F M TH tt EN Er ALL Ep MEN E R . w 5T;5/ .X ACTIVITIES SHALL BE N WORKING ORDER PRIOR TO THE COPLUNAV OF EACH WORK OAT.N II I II 111 ass ss es4 x 5 / / 1 MAINTAIN 501E EROSION CONTROL DENIES THROUGH THE DURATION OF THIS PROJECT. ALL I I 3 IEMPORART EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY I I III MENOVARSS ARE BEIMMEDIATELYLONGER NEEDED, DISTURBANCES ASSOCIATED WITH EROSION CONTROL ft SHALL STABILIZED, w 14, DIVERTED MAY BE USED AS BYPASS DEVICES IN NO CASE SHALL PUMPED WATER BE 855.55 x0"^ry i'OUTSIDE PROJECT LIMITS, AS, GRADING EFFDORTS SHALL BE CONDUCTED N SUCURES TCHLA MANNER AS TO MINCONSIDER THE TIME IMIZE EROSION. 856 ..I I TE (ttP.)SILT /NDE AS 11 OTSION �NIAwDNTMFOVER OWO RKC00llY FOR ARPENGD OF111TH RTYV 03NTRDAYH REBE RN I 11 111 p LOT z I 1 � AR¢=g69.�8I CSM No. _ __ x TEMPORARY SEE c R os ry CONTROL. SEED o ERosory CONTROL ALL I I I ky-11535.4k'1 I 1 0�2 855,55 855GO ACCORDANCE WITH TECHNICAL STANDARDS I I 6H.I BIyG-I{V�61(SN IO�IWI1 I .� N / /STURBER I �H. L. AV'11 0 I I p / 16 NOORiH AM%C PONSRGR3EN YET EROSION MATTING�(OR A APPROVED EE SIARILIZED QUAL) sRTAND DISTURBED I e 0'0(i'341' (.h m PR 9,CRON - "TTNG I / x / e STREERENS2C1225B (0 PROVED EQUAL) 0 APPLICATION OFF AN APPROVED POLYMER SOIL TTNG FFIT I I I I I � DT ITT.N) =m � INLETM (TIP. / L T oN T REQUIRED. . EROSION .AG' I I I i n 1 / �' ANGUIDELIR EXETT NG USEDNONSITE SHALL BE NSTALLED EN ACCORDANCE WITH MANUFACTURER'S SIGNIb 56.25 30 12. DURING N PERIORS ON SITE OF ETTEN DED PURPOSERY WEATHER, THE CRING CONTR CIOR LS W�HALL KEEEP A WATER '6 PART OF LOT 82 BECOME DAIRBORNE, THE "CONTRACTOR Ds RESPONSIBLE FOR CONTROWNGICH MWIND AY OTHERWISE CSM NO GOI COMMEIjCt: // (DUST) DURINGRUCTION AT Hs/HER EXPENSE. M - 5 - - _ Ip OMTIEX ENTER EAST L C/ 18. D JREED AREAS AND AREAS USED FOR STORAGE OF MATERIALS TEXTARE EXPOSED F To ft III I I III I Igo 1 .l _ - R m R 854.4 I TA 9/ 012 x PRECll OLLUTANTS ENIERINC THE IORAINAGE SYSTETE M lUl ONDA DPILTN&SIS.' OR THE O N 0 III e I I I g5800 y / /Io QUALIFIED PERSONELTHE BY THE GENTRY&/PRIIME NOT SHALL INSPECT / DprypUREED R05 LN OF E OONOTNRUCTILON SITN HAVE S OOT BEE N F CHY Oft�MLIZRE xh^6 / PRREEC�PITATIONDAR ttEVENTSIN H WIMH NIMUM INSPECTION INOTERVAL OF ONCES EVERY SEEN (Z) Y j ,,,,bb Bsa.eo y. E AS 5].G I / AN OR SNOWFALL EVENT. REPORTING SHALL CONTRACTO INsACCHALL RMMNOInTELr" GE TO Irn( N), DEFICIENT NPOES GENERAL PEPERMIT. _ > I >r� I I I I II II N NSPECTIONS REPAIRED/REPLCECAR PA RANT H A E RING N II I I I I� N IIIIII IIII 111 II I I �^ I as II i �LLo N B55.55 B55D0 x, Lu C) l j11 1I 1 1 a B66b x W I p Z I I I I 6 I I I I s 5666 p i t I I I 11I �I 1I I I I SI a / B Hof N L I IId�LJ (n II I IIII I I I ' II 1 1 1 1 s �.:. `Em 0� W L I 1111 I 1 II II asa.0 2 RO C1naNT Cl ILL ®.. 5 I it I I I IIII 11 I I I SA p> B66 65B.30 B558o B .25 P `T) tt O II I II I 1 1 1 'I 'I I m 11 11 x 1( s.ess.eos SIT ST 2 IT ST 44 / J LJCC,J II I IIII 1 I I I I III 1 e1 x x — L } }- III Li II / 'I 111 ti`11 1111 I 1 11 11 1 ,n B56.4o 856.30 I O II II e'9 I I II I II II II xp60'/� I I 11 II \I 1 I �I m �,� eW �85.90 I 1 1 \ Ij I I1 II 69 'II 1II 11I I I1II I/I1 II 1 I II 1 1II 11 I I IIII�'1 —gTI x� w.) 582'056'4,5 "GW��t69._/lw1G 1 SE4M1KE5N ' RMv EN P \\sa AFEyB, e II FENCE LEGEND SIGN It I SANITARY SEWER MANHOLE —SAN SANITARY SEWER STORM MANHOLE W WATER MAIN I I I 1 — ��" "�I .I• 1 �a� '' / 6TORMI—R talc----� �- I ` � c �`'- �s / / / I / ® CATCH anslry RourvO —IT III I IIIIII II II I II I � 655 — Amass __/ RE CATCH BASIN SQUARE RD ROOF DftnN ADDER � /' /' I Y1 FIRE HYDRANT c urvDERcftoun0 cos -�Dv r. AkC=Su o' - / .. wnTEre VALVE urvoeecre0urv0 ELECTRIC u \ RAD=260.00' // / _ r---�-- IIII II / I m 11 1'I 1 1 NS IECT. I EN OSURE C SS CH. BRG.=B55'2339'/W / x5 /%` ® GAS VALVE T UNDERGROUND TELEPHONE ON CpNC METER METER qIT CL \ �Bh°' CH. L.=50.02' _ I1 I I 1 1 I x V AO ?v%r \ o Bs$30 0=11'15'40" / x / _ / SS MIGHT POLE — FIB 1 (/ 1\ sy�R \\ / -asz ss ,,��$$ ry _____r oMERHEADuuTLIFlYER oftnc S S w. 864.64 G I / I I 9�y sIL ( C S \ ' \ FOR SALE'�YE9A,g� / /_� _-tn LT TELEPHONE PEDESTAL OH V Yy I \ / /(MEN S��' / /�-- / © ELECTRICAL MANHOLE SF SILT FENCE j a 11 ? \ a 54�/ SIGN )e} CONIFEROUS TREE �z V �u �pT1 I yT/ As'°ti 5z A, \V c�c /' ga /iY� �'� -/ \ 0 POWER POLE IuSM EG _j S8 I P� I `'2 \ fgc/ /�� // \ GUY WIRE DECIDUOUS TREE �wrw�w ( i _ _ -- e I bPe s ,may 5" —� orowo V �Az KEY. z16e 99e GBJ 1 q 5 A PEDesmIAN Y� a 1 1 \ `�P,, \ / O'�"�9`N)'ess M517w CASEMONT PER �, Nz"'cB pczS 1/ SAN —SAN 1 (DOCNNO1bT541) SAN �S (DwwwwwZ V 11 2 I o`er ti'h i n �H-a.'EZZz� NcHTanrvo" `' '.TTON // h z L i \s 'A" �'\� GEC�� z�wgw� V Y AN I 1 nN \ \\� /.. / , l"A 20 Ps eP-�.,MreP e eVQ 'Ras 5f 39.RS3 m 65 Lei u c, G I I \ \\ 3 fnu / /GO�� 0.IW M85016 i 1I MOB 1 /1 �p'c Y VA.OE ZZ WW SCALE IN FEET aVa=x'a= II SqN \ / ' N pN I \ � 0 0 o o Y I I I SAWATEreT ASEMENT SEWER'/ / ww w 2s ACCESS 1 s �� / P B17CH el" X N / Z / sZ Bsoso L — 20' 0 20' G 1 S\ ❑ EASEMEN TO CITY OFEOSNEGo 9y a MA / f P --- �� IY439625 C N 1 ftQe `3L N`L s 1 0 \�� //� _ a' RAWN: w CAP 1 I II sAN1TERVESSWERH& i - ¢/ `'PN z unL/y' , CHECKED: RWI �K BAIL ,_---JOB: 3447 V 1 I PER TOM NoE11185 ' \ W �' hh v+ e ELT `�� D DATE: 09-19-2022 11—ST ST ST 5W% �zde ' T� /SAN jss oaA DIGGERS NOiIINE SHEET: V _ 2 _ / w sa G---_----- SP/ • Z� B ------- \\�// S / Ca1811 Of (800) 242-8511 610 BUssE ROAD s / W23a Nl UIT ------------------ MilwauNee Area 1262)d32-T9f0 AUKESH>wlsconsw sa, _ / Y. 383.Tb13.0888 / / 'Oq 1 ww.I lkv ed sHofliRE, YPB9 I.D PNOJ. NCR.. RwI wwwDjggeraHotline.dxm I\ co O M CN O CN _0 vi 0 �i 0 C) Lu I� v J vi L I I I I 1 1 1 1 I I I ARC-269 58' RAD=1535. 42' CH, BRG.=N01'59'05"W CH. L=269.24' a 10'03'34" r 11 s V 1, 1 SEN14,p V5G,VRP SZ /N 5p0�B STORM' MATCH °p/w COS` A'O` " aoGaI M 85�` a r°� spy �^0IB S s� i AT ' p� -wnr ea4.10 1z s /ss BI 0 �s N' ei6z.A, e' _----- i B10K R. 851.25 �yj/84o 6019'NE&SPAN) i� UTILITY NOTES B R 10 H N ONAL INWD.. ONLY AND .1 NOT TO El ADCURKL.1 ALL NCLUE" IS 'UK VERINNGEME TYPE, LOCATION, SIZE AND ELEVATION OFDUNDERGROUND UTILITIES AS THEY NO/OR TO HERETOEC CONTRACTOR SHALLLP LSALL ' GOERS HOTLINE PRIOR TO ANY CONSTRUCTION. 2. ALL UTILITY WORK SHALL BE DONE IN ACCORDANCE WITH ME STANDARD SPECIFlCATIONS OR AND CONSTRUCTION IN (WIS UM) AND ALL NSTATE AND WATER CODES AND SPECIFICATIONS. ITEDIS DTHEN CONTRACTORS AUTINORIITIESRESPONSIBILITY ALLT�ONnRUC1TON NCTIVNITIESPEWRHAIHES AN'CODESLO'PLY ANON STAT� 3 THE 11 DEPSIA3 2ROVISIONs ANO WISCONS NI DEPIP ARTMENT LOF SAFEfT AND PROFESSIONAL SERVICES <ATE GAIDTEB ANQ CN QF MMSKEGQ ICED ERY ISRED .E.11.RD WITH ,S2. —DZR) OF HE DESIGN GROUP NGVAR,HS OF PELIGTYROPOSROMED TPLAINILITIEs RELENGTHS L EN HOWNOF BED TUR OR FITTI G5 AND 1 CONTRACTOR LIS FSOLELY RESPONSIBLE AFORS COMPUTATIONS OF AC.NTRACTOTE IALS EREQUIREDNLl TO6CONTRACTOR ru COMPLETE WORK. ITENIGME SHALL BE FIELD VERIFIED DURING CONSTRUCTION. MANHOLE COVERS. VALVED BOX COVERSp ETC.)S TO ATCHSFINISHED GRADES EOF HSE LRUS DISTURBED DURING CONITRUCTI.N. 7. CONTRACTOR SHALL FIELD VERIFY LOCATIONS, ELEVATIONS. AND SIZES OF PROPOSED a. STORMSEWERCHECK eECIA ICI conssrRucnorvOR corvalcrs PRIOR TO ATTEMPT( N. TIONS - PIPE - REINFORCED CONCRETE PIPE (RCP) SHALL MEET THE REQUIREMENE OF RTM CLASS IV (MINIMUM) C-76 WITH RUBBER GASKET JOINTS CONFORMING TO ASTM C-443. HIGH DENSTY PE AND L Q MANUFACTURED DUAL ADS WALLOR EQUAL LWEH N-12 OTIGHT JOINTS, A D SHALL MEETS HE Lf REQUIREMNTs aF AASH o DESGNATT°N M- 94 TY s . OR POLYVINYL CHLORIDE (RUED) w - CUSS PS46 MEETNCTA4SHTo M27S. AS NOTED. PE J INLETS/CATCH BASINS - INLETS /CATCH &SINS SHALL BE CONSTRUCTED IN ACCORDANCE (1 WITH HLE NO OF ME CURBINRAME R& GRATEGSHTALLSBE LNEENAHBE NER_PH R8250H TYPE G GRA E, WITH TYPE G GORYE01 EQUAL. LL LU BACKFILL AND BEDDING -STORM SEWER SHALL BE CONSTRUCTED WITH GRAVEL BACKFILL PAVEDAMID CLASS BEDDING IN ALL OF PVVTINCHESRPARALLEL TO ANDKFFEET FRO. E OF PAEMEM'HILL All RED GRAVEBACUL LANHSLOP R MAY BE DARLIN CONFORMANCE WITH SECTION eJ: HE "STANDARD SPECIFICATOJ (� MANHOLE FRAMES AND COVERS - MANHOLE FRAMES AND COVERS SHALL BE NEENAH ft-1713 WITH TYPE 'B SELF SEFLINGLIDS, NON -ROCKING OR EQUAL . O FIED TILE CONNECTION - ALL FIELD TILE ENCOUNTERED DURING CONSTRUCTION SHALL BE I I I 0 INCLUDED BE IN IT WIHRITHES SAME MATERIFOR STORM ALASILE STORMSEWER. BT THE TRENCH LJJ SHALL , /� 9. WATER MAIN SPECIFICATIONS - v ' PIPE - WATER AIN SHALL BE POLYVINYL CHLORIDE (PVC) PIPE MEETING HE NTCGIRREMENTS OF ANWA STANDARD S GOT JL SS 5oq DR-1AN HRCAsi IRON O.D. AND(VALVES SHALL BE AWWA CATE VALVES IMEERNG LATHE REQUIREMENTSV OF AWWA C-500 AND CHAPTER CONFORM TO LOCAL PLUMBING ORDINANCES CA IONS .GATE VALVES AND VALVE BOX. SH4 10TRACER 'IRE SHALLWATERDMAINS. HYDRANT LEADS. FIRENLEPRTMEW CON/pCTIOHINLEADSGANO LAERA`LS.I A E TRACE SWIREM SHALL BE AND EXTENDED TO THE IN RISER SURFACE URF WEH WATER BUILDIINGC�EN D ALL y BEDDING RD EO HR ATERIAL - PIP STONED SCREENINGS CONFORMING TOSHALPTBB B AND, OFCR DHEOSTANDRO SPECIFICATNIONSD C C 43 BACKFILL - BACKFILL MAERIAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH REQUIRED N PAVED, AREEAs ANO TO PAPOINT sSPFEET BEYOND THEY EDGE OFLLPAVEMENT. TRENCHES RUNNING PARALLEL TO AND LESS THAN 5 FEET FROM HE EDGE OF PAVEMENT SHALL ALSO REQUIRE GRAVELIATED MATERIAL IN CONFORMANCE WITH SECTION 8.43.5 OF HE 'STANDARD SPECIFICATIONS'. 10, SANITARY SEWER SPECIFICATIONS - PIPE - SANITARY SEWER PIPE MATERIAL SHALL BE POLYVINYL CHLORIDE (PVC) MEETING REEQIiIRMENTS OF M GE D D RED SDR-35, WITH IN E-3GRAL BELL TYPE FLEXIBLE E 0ME MEETING QUIREMENTS OF ASTM 22. BEDDING ANDOINTS MECOVER ATERIAL - BEDDING AND COVER MATERIAL SHALL CONFORM TO HE APPROPRIATE SECTIONS OF HE STANDARD SPECIFICATION' WITH HE FOLLOWING MODICONFORMI�O SECOER TION 86S ML SHALL (A). BEDDING ANDSCA MATERIAL SHALL BE PIACEDSN 1 IRE REQUIRED TO REOUAE COMPACTING OF MINIMUM THESE FMATERIALS E WITHEONE LIP NSV OFBEDDING MATERIAL ENDING AT OR NEAR HE SSPRINNGNEOF THE PIPTCONTRACTOR SHALL TARE CAPE TO COMPLETELY WORK RIPL UNDER HE U OF PIP PROVIDE ADEQUATE DE SUPPORT.'CA BACKFILL - BACKFILL MATERIAL RD INSTALLATION SHALL BE IN ACCORDANCE CHAPTER Y REQUIRED IN ALL PA ED = 3 AR SDANDNTO AAPOINT 5PFEET DBEYOND THE VEDCE OFMp A'VEMEW, TRENCHES RUNNING PA ALLEL TOGRAVELAMIDLESSTHAN RER MAFEET M THE EDGE H4CKF LLF AWTI E CASHALL ATDMAT RREOUIRN N CONFORMANCE WI'LLTH SECTION 8.43.5 OF THE "STANDARD SPECIFICATIONS V E Q O ANHOLE FRAMES AND COVERS - MANHOLE FRAMES AND COVERS SHALL BE NEENAH �j w ft-166I WITH TYPE B" SELF SFALINGLNS NON -ROCKING OR EQUAL. > � V ANHOLE RIM EL IN SHALL BE SET 3/B INCH BELOW — ASPHALT ELEVATION. � Z W W CONTRLTMG TOHF�X Si oGRGINATT WITH TYUBLUMBINO AND BUILDING INSPECTOR WHEN O < W SCONEWNRACER UUT SHANNRYSTALL PLUS SO THUCTCANPLUGNN HAND 6E PROPOSEED N NITARY U ME PROPOSED SANITARY SNEREftSTSEM NI SR CLEANED OUTS AND READY FOR OPERATION. � Lj CONTRACTOR SHALL CLEAN OUT ALL DEBRIS HAT ENTERS THE SANITARY SEWER SYSTEM, D_ V U ILL CONTRACTOR SHALL INSTALL SANITARY LATERAL CONNECTION MEETING CITY OF MUSKEGO O srAWARDS. 11. WATER MMNI AND SANITARY SEWER SHALL BE INSULATED WHEREVER HE DEPTH of COVER J W } IS LESS THAN 6 FEET. INSUILKNON AND LA CING OF INSULATION SHALL CONFORM TO J CHAPTER 4,17.0 'INSULATION' OF THE STANDARD SPECIFICATIONS FOR SEWER AMID WATER CONSTRUCTION IN WISCONSIN STH EDNON UPDATED WITH ITS LATEST ADDENDUM CYR). U 12, TRACER WIRSHMULE E HALL BE DO NU INSTALLEDDCOL 9 THE MITRY SEW ERRADERVNA, THE J HRACEER LPIPE ATERALWIRETFORS THEWPROPOS D BUILDINGENT L TO, THE EFEPROPOSD ABOVE IIED TERMINATION POINT OF HE O 13 AINNEW -STHE PROPER. STORM TY OWNER AND WATER UTIUTIES SHALL BE PRIVATELY OWNED AND U TAINED BYLEGEND 05 SANITARY SEWER MANHOLE - SAN SANITARY SEWER ® STORM MANHOLE W WATER MAIN ® CATCH BASIN ROUND ST STORM SEWER 1 CATCH BASIN SQUARE RD ROOF DRAIN YI FIRE HYDRANT G UNDERGROUND GAS WATER VALVE UNDERGROUND ELECTRIC ® GAS VALVE T UNDERGROUND TELEPHONE is LIGHT POLE - FIB UNDERGROUND 111R CRUD LT] TELEPHONE PEDESTAL OH OVERHEAD WILTY © ELECTRICAL MANHOLE SF SILT FENCE h 4 SIGN CONIFEROUS FREE c1 •' POWER ROLE GUY HEDECIDUOUS TREE r KoroTo� E U o U� U Nzz��:s �zo Vo V oho>u 25 SCALE IN FEET A AA s ae a a Q ogmZi G5 20' 0 20' www 5: 1 JOB: 3447 DRAWN: CAP DIGGERS NOiIINE ,,SD SHEET: E�D // 091� 0 z MILWAUKEE REGIONAL OFFICE _ ] • O Cal 8n or (800) 242-M Busse ROAD. s J` MII"USSAKM(202)4U-7910 wnuKfiP. 282.5113.0888sa186 Hearing ITED TROD) U2-2289 1-1 NO wwwDWairsHoBim.com asD PR_CN..RwI CD \-/ O co CN O CN Z 0 V/ I 0 LL 0 C) Lu I� IvJ L/ ^ I 8 I I I I I I I I I 1 I 1 1 I I I ARC-269 58' HAD-1535. 42' CH. SEC, N01'59'05"W CH. L=269.24' a10'03 34" BEN E e^ . % / 1 MENI P5160i � NO A 855.90 a a / / �E� i ! / / 855.BG • ° 85490 a0 / 6 I i 55Po e. 0 00� 0 O 0 85620 9 0 856.60 ti 30 �'' es6.85 I55 gO g58p , 85590 5]. 0 � 856.66 e e S 5 8h55 ST Sh o 0 �5D I T. z is i S( p LOT 2 emu CSM No. 0502 0 � �I T BEGS, I I' o5 00 !Y WAB R ENTRY / 656` 5 R I R I �595 0h69p 8 85680 "0. II I SA].n REFER TR ARY ENY B4TO LDCC PLAN sr � 11 ®s 1 5 r 1 85680 8 X 855.B0 ST Bs6.30 ST ST 5 STM IS 850.96 15" - - SAN TOP _06' hm 8h66y 656 5 g56 jO 71 IF 6' PVC 0 0.0104'/;R II 856.40 856.30 I BAN-01 ORIM 855.80 '�90 55.60 Begs s '1 ((SET RIM ELEVATION 3/B' MENT GRACE) E) P 5820245"WA 189 4® 00104'/ 1 N AMEN 'e UNE/MHSSEI A15' WPi PUBNO P. RIP`-' W O -STING TING 1 N AS RAP MEN I �} E RA ACOCESRS 8" CONNECT STUB -, EP 8' IE 846.46 Y I (PER RLA.- GG MP V TRANC RCT' METER 1 ENCLOSI r ION ' METER ` 9Sq iI I\ sqa q T /Y � I C V W I yP 1 I I / Ir 1 a SAN 1 v � I i 1 11 I G I ��\ � I II SEAS M� 1111 Y Gx. No. a3962s s 1 I V 1 -ST 1 G C( 855.55 855.55 855.00 I I I I tt (R4� 86E)N OCEHIM M CC 5 UG MINIMUMATER COVER)RVIC V 0.0104'/'AN -RMSBE,B05AW 4] II _1 IT IE8505912- T TOP 84e11 8° _ PROF MEAD PIND UBLIC-- I�SANEASTAR, AR TSEWER II IS 850.90 15' 854.50 TOP 848.85 8' JE LPP-�W1A0 PUBLIC PLAN \ -`\660 O s SANITARY IS- I TP RITCSMF NO. S1LB, NN II SANITARY EASEMENT I PER CSM No 11185 ST ST- --------- P%/ MAITCH ARC=51.10' RAD=260.00' CH. BRC.=S55'23'30"W CH. L.=50.02' a 11'15'40" ------ Y2 .N z RIM 850.01 Mst.So cAs MOLENDNiv7 1 SW 847.63 MNI (DOC NO 4 ) 'AN - S MATCH CENj sA1Tc1oi Nhes� pP/W COMN.as Ewm1,' e SO SS WAT .4 !GSAN 8468211e5 B5 12° 0 /rt 050 s sAN 842.a] e• _ N / ^ SH SPN SP �N j LEGEND QS SANITARY SEWER MANHOLE - SAN - SANITARY SEWER ® STORM MANHOLE W WATER MAIN ® CATCH BASIN ROUND ET STORM SEWER BE CATCH BASIN SQUARE RD ROOF GRAIN tr FIRE HYDRANT-------G UNDERGROUND GAS .. ® wATER -VE------ GAS VALVE { NNDERGRONNU ELECTRIC T UNDERGROUND TELEPHONE SS LIGHT POLE - FIB UNDERGROUND FIBER OPVC LT] TELEPHONE PEDESTAL OH -R.- UTILITY © ELECTRICAL MANHOLE SILT FENCE 4 SIGN _,SAFE )e} CONIFEROUS TREE 0 POWER Guy WIREOLE DECIDUOUS TREE 1 OIL w ss`P o°AU¶ 9 T DIGGERS T11 r r s�psq \ / sP a• s>"� ,sus Ca1811 or (800) 24210 alIg Nee AP MD2 8432-]9-2 Hearing lmparetl 1DD 100DI&2-1289 wwwDjggeraHotli0e.com I� RwRh SCALE ®IN FEET 21 O 63 JSD MILWAUKEE REGIONDAGAL OFFICE wAuasO SUITE P. PROO�MG.RBRwIaI� BR10HN 1p��q DESIGN GROUP O,_U, I N,1-1. tar W I..fi J ~ ~ LJJ Z Lu Q Q ) v N y Y C > N CL i Q TY / L O o Q w � U w Cl_t� (� ILL J w > U C) O Co U 9 M CN O CN ��- 0 s s f ` o � i _ Q�-EZ�r 00 c/7 =`iSE ��gs z 5000 0 U D U U U O U -1J a+ivvih0 /`�� 000000o I..L wwww 0 JOB: 3447 LL DRAWN: CAP CHECKED: RWI DATE: 09-19-2022 Q SHEET: C 3.1� vi vSHOULD B K ERTIALLY H DOWNSLOPE. 180Mmic VIEW TYPICAL SLOPE 801E 8TABILIZATION f BERM GENERAL NOTE& DRO OSIN DNROTECHNICALN STANDARD 1052CCNONA CHANNEL EROSION MAT'. 2 EPAOLQ WAPPROVED SIMATS RALLA BE AT OWAE S REEFER MTO 3, APPLY PERMANENT SEEDING BEFRE PLACING BLANKETS. 4 LAY BE NNETE OR STAPLE TO DRECT CONTACT OWITH LMENEOILTAKE DO NOT STRETCH. MAINTAIN 5. ONLY -GOT EROSION CONTROL PRODUCT ACCEPTABILITY LIST ER090N CONTROL P AN FOR EXACT MAT CLASSIFlCATONR O EROSION MATTING S. 1 + Lev COM?C1EQ CRV$HEO nGCREGAR ®AS�E �ODRSE o IC -tiPoEl-I ID- %—i—i— IIII—i—'T��—��D�'Oh'iiii—iiiii�iiii—iiiii�iii DIII SECTION 4SIlEl1( lRB 8 (YE INLET PROTECTION DEVICES SHALL BE MAINTAINED OR REPLACED AT ME DIRECTION OF TIE ENGINEER. ANUFACTURED ALTERNATIVES APPROVED AND LISTED ON ME DEPARTMENTS EROSION CONTROL PRODUCT ACCEPTABILITY LIST MAY BE SUSS—Mp. FABRICEN R DOES NOT FALL (INTO TIE INLETTAINING NLETPANYEMATERIAL F ALLINGLBE INTO THE TAKEN Go SHALL BETHAT MENT REMOWDPPED IN ME IMMEDIATELY CEOIE%TILE O FINISHED ,INR INCLUDING CE FLAP RE OVKETS WHERE REWIRED, SHALL EXTEND A MINIMUM OF 10" AROUND TIE PERIMETER OF ACILITATE MA OSECUFIR RED W1M STAPLES. THE WOOD11 CURB SHALLNOTHBLOCKHME ENTIRE HEIGHT OF THE CURB BOX OPENING. F FABRIC 11 WRAPPED AROUND THE WOOD AND O3 FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT A WOOD 2x4 INSTALLATION NOTE& MIM EXCESS FABRIC IN THE FLOW LINE TO WITHIN 3 INCHES OF TIE GRATE, PAWHITE RK VISIBLE N _ (12"%1B") pp BLUE q f ACCESSIBLE I GREEN PARKING �H 2" I.O. SCH. 40 ® Bn siiiiNP`iFL ,IM IBD&A �4 5 K. J 6 In LLIu CORE OR DRILL - WHITE SLOPE CONCRETE ow Eao" DEEP PAVEMENT BLUE 4-14 GRID HLAYOUT A ES M—,C ONLY FOBR ALLGI SESSIBLE ANDSvary BASE COURSE C ESS LE SPA ACCESSIBLE 2" MINT OF CONCRETE GREEN PARKING SURROUNDIN2PIPE BY SIGNINGOCONMACTOR NOTE: NOTE: NOTE: IGNAGE DETAILS ARE SHOWN FOR IMEM SYMDTOL DETAIL CARE SHOWN FOR SIG"' AND SYMBOL DETAILS ONLYEXACTARE SHOWN FOR INTENT ONLY. REQUIREMENTSPRIORTO LCONSTRUCTION. VERIFYRUM N REOUIRENCTNTSSPRIOR TO CONTRCTOOR SHALL SEPIFYCONSTT CONSTRUCTION. PRIOR ACCESSIBLE PARKING SIGN AND POST INSTALLATION PAINTED SYMBOL SIGN DETAILS NTC N-TG, N7 E. PAVEMENT STSS RUCTUREOOT R CE R. DFDGMo EHOULD 30" DRIVEWAY DRIVEWAY APPROACH C&G 30' R CURB k SHALL BE CONNECTED i0 THE EXISTING C&G Al TIE BARS GUTTER (SEE LEFT) PLAN VIEW GENERAL NOTES 1. LATERAL CONTRACTION .IOINTE SHALL BE PLACED AT INTERVALS OF NOT MORE MAN 15 MET NOR LESS MAN 6 FEET. ME JOINTS SHALL BE A MINIMUM OF 3 INCHES IN DEPTH. 2. FXPA11 5SON 200 OINFEETS RHALL ESS BEPLACEDTRAIN VE PO NSELY AT RADIUS DRE TEPOINTS BY ON ECENGINEERRVEs F RpCORD. THE EXPANSION ON JO NT FlLLERNSHPLL BE A ONE PECE FlBER BOARD R THEOF MPAFOVED EODU V DEEM MATERIBE D5 AL HAVING ME SAE DIMENSIONS AS CURB & GUTTER AT 3 IN ALL CASES. TER CONCRETE CURB & GUTSHALL BE PLACED ON THOROUGHLY COMPACTED OR DRIVEWAY ENTRANCE ACKFILL 5" THICK GOING, GGEWALK FABRIC PERWACDED9E GRACElRIlIlEl — — 2.07 MAX. SLOPE — -- - �J�I�J IJ I=I��I I ®IIII=I I I I L=I I I I �I IIII=I I I I �I I I BASE TE MARIAL BEYOND EDGEMOF EARTH, (TYP.) DNRETE (T ) CONCRETE SIDEWALK INVEMENI CURB INLET FRAME AND CURB Box 'To 'To 'To 'To ,To O4 INLET HOT" ORB OUTTER F ME WDM (+) b" CURB INLET/CONCRETE CURB BUMP OUT N T.S. 4 mAPPROX. 3/4"R Ny=11B1-II I C-- COMPCTED SUBGRPDEJ�=1DN=[U III II IIIII IIII=IIII I=IIIII=11I H III II IIIII=III CONCRETE LOW 81DE ({ GI G R INLET PROTECTION POST FILLED.NHL PP COLOR To MATCH .LFILDINo COORDINATE HITECTS. AL SEAJNTNATW/ BOLLARD CONCRETE FOOTING f 24' CONCRETE BOLLARD 6" 6" IS" APPROX. 2"R COMPCTED CRUSHED AGGREGATE &SE COURSE Jaj 1=IIIII=(IIII=I_coMPACTEo BDBGRADE IIII-III-(IIII= I I �I I I I �IIT�IIII II=IIII I=IIII I=IIIII=11I I� II I �IIT�III CONCRETE HIGH 81DE GEEr.9UllM S lcuMM La SyE GENERAL DNOTTEES THAN 15CFEET NOR LESS THA'HALF EET. THE EOINT511HR LA BE OF MINIMU. OF 3 INCHES IN DEPTH 2. EXPANSION JOINTS SHALL BE PLACED TRANSVERSELY AT RADIUS POINTS ON DC RE11 OF RARE ENG N ER OF EET R CEORp MSS, AND AT AN�GLO NO NT FIF ER OR AS SEVIA ONERPECE FlBER BOARD OR ME APPROVED EQUIVALENT MATERALSHALL N THE SAME DIMENSIONS AS CURB & GUTTER AT THAT STATION AND BE 05 C 11 ALL CONCRETE 3 THOROUGHLY COMPACTED CRUSHED SHALL BE PLACED ON HED STONE 18" STANDARD CURB & GUTTER N TO sPHSALiT SIDEWALK A MATCH >-aAaE ADA RAMP w/ % O wnawrvc bv�Q n 8'-0' e NEW CURB HANDICAP ACCESSIBLE RAMP DETAIL 2' CURB wRN ING PER } 3 12 INTEGRALCUP. ANNDCWALK HANDICAP ACCESSIBLE RAMP DETAIL N TO FLAP POCKETZ. .'�� \�IIIIIIIIIII(I� ,GWE WIDTH ON BOTH SIDES, . �..M WIFE OR PLASTO I. NOTE: LOCATION reTliDovmHER p p HG RONO �. p CwST NN 3" - 6° CLEAR S10 MEN G TONE FABRIC EOTExnLE 6 MtNv� St NOTE& tz Mlrv.� TRACKING PADS SHALL BE INSTALLED PRIOR TO ANY TRAFFIC LEAVING THE SITE. THE AGGREGATE FOR OR WASHED STONE, AL CMATERALKINGD TO BE RETAINED ON A 3GHALl- BE 3 TO � NCHAR THE AGGREGATE SMALL R BE PLACED IN A LAYER AT LEAST 12-INCHES DUR NG THE LIFE OFETHESPADR TIE PAD SHALLSBERUNDERLAIN DWIIH UNDERLINGWISLOT SO LSG INTO THE STONEANPICLAOYmPREVENT M GRAnR OF POINTRAME TRACKING PAD SHALL BE A MDNRIUMF SO EFEET LONG ANY SEDIMENT THACK"BE REMOVED BY STREET CLEAN No.DNOT FLUOR SHING. ATRTHAID E END OF EACH WORKING DAYTRA. WIMCKINGN C24 -HOURS AFTERADS SHALL. E ARMINPREMIPIBATON E-T THATE INSPECTED WEEKLY AND PERIOD. S 0. -I CHES 0 IN OR RE D RI 24-HOUR SCRTHEAPINGTRACORTR-DRESSING WM ADDITIONALPAD PERFORMANCE SHALL BE AGGREGATE.AINTAINID Y CONSTRUCTION ENTRANCE N.TS. %TILE IEBACK BErvIEEN WOOn nSTS 30 M X. X1 FAO BRIG POST 2 LOW I, Arvp AEHORFENCE SILT FENCE LENGTH- 3'-4° NO" MIN. DEPTH GROUND NYLON CORD ARC �IUI= OW plREcnoN — _ — G — — e f MNH08 LONG NO s INSLOPE FABRIC y — B PARKING MOST 1O NOTE: ADDITIONAL POST DEPTH R TIEBACKS 81LT FENCE TE BACK (tz'x1a") (WHEN ADDITIRAL SUPPORT REOUIREM ' - JIIII=. .-.....=i - REQUIRED ONSTABLE M UE TRENCH DETAIL COMPACT TRENCH WTH SOIL f' fN 7 3 GROUND LINE ,•cFABRIC FABRIC GECTE.OLNL 1 STEP t ��❑ � Y c� _ OW SILT FENCE ALONG SLOPES a OUTFALLB GENERAL NOTE& SlEP2� MEUAST - PELO3EP SIDE OFHME SPOSTSUSING LEA DO SN TO OR E TIE AND .TIN.RENCHES SHBE ALLRY NOT B6-INCH DEEP WIDER 'V ITCHESFABRIC (TVPJ OF THEUPSLOPE 1. SIDE OF THE DEEPER EPRO TRENCHES oN NOT BE EXCAVATED WIDER OR DEEPER THAN VIED [SSARYTH FOR MATERIAL TO FIT TRENCH A AND BACKFILL AND COMPACT TRENCH WITH EXCAVATED 2 SOIL 3. WOO DPOSTS 0 O R R ALL BE A MINIMUM SIZE OF 1.125-INCHES x 1 125-INCHES OF DRIED 4. SILT FENCE TO EXTEND ABWE THE TOP OF PIPE.1' JOINT (TWIST METHOD WOOD POST (Tv) JI WOOD PoSi (TYP.) GEOTEXTILE FABRIC MIN 5. SILT FENCE CONSTRUCTION AND GEOTEXFUE STANDARD 1056. 6. POST SPACING SHALL BE SELECTED BED & 3-FEET FOR - YEN) FABRIC SHALL CONFORM TO WDNR TECHNICAL ON GEOTEXTILE FABRIC (S-FEET FOR WOVEN SILT FENCE 2MIN ' ,IOINf 8100K METHOD) H-12 16 c R7-1/2" 440 4 e 4 4 R1 6" an R1 1/2" STONE BASE AS PER SPECIFICATIONS 15" 4 n 4. c A 10 1 i — 12" 14 1 /2" 118" a a .. [B. STONE BASE AS PER SPECIFICATIONS 11 c 4 ° a 9 1/2 30" STONE BASE AS PER SPECIFICATIONS REVERSE PAN OF STANDARD VERTICAL FACE CONCRETE CURB & GUTTER crrT OF MOUNTABLE CURB & GUTTER .( ;MUSKEGG; WHERE SPECIFIED BY CRY REVISED: NOVEMEBER, 2C8 L1,7-MUSKEGO REVISED: JULY. 2014 #2B Call On or (800) 242--M Mil""u Area(2U)4U-7910 Hearing lmparetl MD(BO)I U2-2289 wwwDWer9HoBir a com #2A 6qJSD MILWAUKEE REGIONAL OFFICE wnuKP. 282.513.0066sa166 BR10HN 1p��q DESIGN GROUP a I.CR 1 HAN v / W 0 W v / c 2� Y C > N CL i Q O o Q w OUCie w LL C) LL 0 J Lu U C) O Co O U M CN O CN 0 R e F— �N6`J d i � z 1-L z2 KOROE02 C7/) mUryUEU2 7 0 0 g O zuE U DO U D U U U O 000000 ri o O e JOB: 3447 1 DRAWN: CAP CHECKED: RWI DATE: 09-19-2022 Q SHEET: C4.01L/') C/^ I 04 NEENAH R-3067 DR/DL CASTING L,F� MINIMUM OF 2 REINFORCEDCONCRETE ADJUSTING RINGS PLACE FULL MORTAR BED BETWEENRINGS, AND MORTAR INTERIOR AND EXTERIOR OF RINGS. MAXIMUM 12 INCHES OF RINGS INCLUDING MORTAR _t 6 MAX. NEENAH MANHOLS OR APPROVED —�—r EOUAL,-.,,O AS REQUIRED ANTI —SIPHON HOPE INLET DEVICE IP I ADS SNOUT 8" ]9' TRAPPED STORM CATCH BASIN DETAIL 6" WIN. AT CROSSING, ONE FULL 18 MOT LENGTH OF WATER MAN S'ALLNBE SANITARY/STORM DEN R HE EWE. M SEWER 8MINIMUM FEET HORIZONTALSEPARATION OF WATER MAN OVER SANITARY/STORM SEWER (( 11 1 SANITARY/STORM��— T WATER M�CLY�SENEBOARG INSULAA THAN FOR OF SEWER PS LESS TUAN 6' SEWER - WATER MAIN SEPARATION x IS' 'ECTANGUAR PENING REINFORCED CONCRETE COVER CONFORMING TO ASTM C478 MORTAR JOINT OR USE PREFORMED JOINT FILLER REINFORCED CONCRETE SECTIONS CONFORMING TO ASTM C478 OUTLET k SE DOWTOPOUTTING D OF PIPEURFACESOLD DIPE WALL PVC SOL D W LVC PIPE ARE STORMBSSEWER (SEE SIZE) WALL 6'-0" IN DOWNSPOUT DETAIL LATERAL CONNECTIONS OCE EXIST. MAINS UNLESS MAIN HAS TRACER WRE TO CONNECT TO EXISTN T _ _T.TRACER WIRE SEWER MAIN_ �' EAufuT-- ACCESS SIX NEW SEWER MAIL T EXTEND TRACER NEW LATERALS ON EXISTING MANS FUTUREB MAIN CONNECTIONS ENO MANHOLES CATCH BASINS TRACER WRE CONNECTOVED ORS `IL CONNES ECTRSALL C(TYP) 4 U DRIVEN INTOVIRGNO GROUND DA(TYE) T€ui TRACER WRE -—MI ACCESS BO% (TTPj ,�-auiuu 1 MANHOLE CATCHBASIN 1 REORNLET (TYP) FER TO SPECIFICATONS FOR WRE. € 2. TRACER WIRE SHALL BE TAPED TO MAIN AND AIN AND LATERALS FOREY.VN O C ARITFF M 3, RUN GROUND WRE DOM RISERS IF APPLICABILE. TRACER WIRE INSTALLATION ON SANITARY SEWER VALVE LOCATION COVER MARKED COVER MARKED BOX BOX WATER WATER 24' MIN COIL OF EACH RARE FINISHEDRADE GMARKING TAPE 6- TO 8" ( 2• '- VALVE BO 3/4" SCHEDULE BACKFlLL TOP SECTION 40 PVC CONDUIT I2� x 6' X 18" SPACER RING WOOD VALVE BOX 2" x 6' x 18' BLOCKING] BOTnOM WOOD BLOCKING 6'r WOOD BLOCKING NOTCHED TO ALLOW FOR 3/4" CONDUIT POLYETHLENE MATERIAL WRAP DETECTOR WIRE 2' x 6' x 18' TAPED TO MAIN WOOD BLOCKING COLOR=BLUE SECTION VIEW LOCATOR BOX TO RIGHT OF HYD HYDRANT MEWED FROM MAIN 3' MAX SPACING: VALVE BOX 1. AT EVERY HYDRANT MAIN IN 2. 1000 FT. MAXIMUM STREET 3. AS DIRECTED BY CITY UTILITY SUPERINTENDANT PLAN MEW DETECTOR WIRE & LOCATION BOX WATER MAIN :_.MUSKEGO REM50: AUGUST, 2003 ANODES AT ENDS OF ALL TRA ER NWUNLESS HO EXISTS CONNECT TO (TYP) 0 ROUTE TRACER WIRE ROUND STRUCTURES (TYP) INSTALL B TRACER WIRE ALL LAD RAL ENDS. AGGREGATE BASE COURSE BASE COURSE INETAU_ 30 PERFORATED DRAIN �iL TILE W/SOCK (TYP.) _ __t ERFRATREo Dft 11 TILE W/SOCK (TTP.) 1r I I TILEFNAUCD W/SOCK (TYP.) _1IJ1J�IQ��I��QeOOOOIIII #_x �ry �EXTEACROND UNDERDRAIN CURBSNLETS LOAM CA TED IIYIIY AT LOW POINTS y / 4' 1 r Dee INLET IZE ND J --- SHAPESAl VARY 1, UNDERIIAINI SHALL 11 NGTAU_ED ON ALL INLET/CATCH BASINS LICA UNDERORA NTHN CRNECTONS LHPALL BENCORD ONSIE, VPPF CAD A IN ON STORM TER DEF GO MAY BE SUESTITUDED IF SHOP BRA.RGI ARE SUBMITTED AND APPROVED BY CITY OF MUSKEOD CATCH BASIN/INLET UNDERDRAIN Q STRUCTURE NH 3G BACK OF CURB FRAMEANDGRATE TOP OF CURB BOX PAVEMENT SEE PLAN FOR ELEV. POINTING FIN%ET TO 12 MAX CONCRETE GRADE RINGS PRECAST OUTET PIPE E PN IEF Srz1 ND I.E. GR MIN. o BACKFULR� SOIL STABILIZATON FABRIC 2'X3' CURB INLET 1. HHAL.. BLOGKNG YDRANT BRA6 SHAILL BE FULLY RESTRAINED 3. DOUBLE POLY WRAPLAL VALVES�VALVE Ell.. FITTINGS, HYDRANT SHIP AN, "RCAL D ."I IN THE BOTTOM OF THE HIDRANi SHOINGE POLY WRAP TO 4 SFAU_YFTHE .115OF ALLO IN HYDRANTS THATCCTOR NEEDATO BE P UE GDTF 5. THE CITY of MUSNEco SHAL NOT ACCEPT DDW HYDRANTS. FIRE HYDRANT THE MINIMUM ATTACHED LENGTH OF PIPE (LT) TO EXTEND IN EACH DIRECTION ALONG THE RUN OF THE TEE SHALL BE A SOLID PIPE WITHOUT IOINTS, FITTINGS, ETC. THE LENGTH OF THE RESTRAINED BRANCH SHALL BE DARNED FROM THE FOLLOWING TABLE. MINIMUM ATTACHED LENGTH OF PIPE (LT) TEE SIZE ALL ETTABS TEN BEERR DRAINER AT MAhV I LESS RMMND- WHEVO RE COVER°R JOINT RESTRAINT STRUCTURE ROADWAY 26 6/a! SEE NOTE 6 AND GRATE SEE PLEV ANS AD— TO _NISH IRA E GRADE RINGSTU 6.5 3' 1 r PRECAST) CONCRETE MANHOLE SECTION FLAT TOP SLABSLIB E N® t. M ASTM C478. TENERAL RSTRUCTON To MEET REOUIREMENTE OF 2, PROMDE OUTLET/INLET PIPE DEPTH. FLAT SEE PLAIN FOR OR 3, JOINTS SHALL IZE ANO I.E. GASKET. FAT TOP SLAB FOR MANHOLES 5' OR LESS IN TOP SLABS TO BE IN -BELL TYPE. BE WATERTIGHT. USE BUM RUBBER 5. USE MORTAR FOR PIPE CONNECTIONS. ECCENTRIC CONE SECTON OFMANHOLE E SET OUTSIDE OF VEHICULAR WHEEL PATH NEAR CLROADWAY HIL CONCRETE FILL 6. UR USE NEENAH R-2504 G FRAME AND CRATE FOR STORM LETS AND USE - ] 3 FRAME AND GRATE FOR STORM STORM SEWER INLET I MANHOLE N.TE CK OF EILA.CURB FORABELBFRAME AND3GRATE SE PA MENT D. GRADETRIICONC e n MIN GRADE RINGS S BOP S 6 P TO CASELOW TING OP OF MASTIC JOINTS MANHOLE UNION FLAT TOP SLAB �z 4-0 F GENERA. NOTES 00 1, MANHOLE CONSTRUCTON TO MEET REQUIREMENTS OF AST. C GROUT OPENING 2. PROVIDE FLAT TOP SLAB FOR MANHOLES 5' OR WATER IGHT LESS IN DEPTH. RAT TOP SLABS TO BE IN -BELL OUTLET/INE PIPE 3, JOINTS SHALL BE WATERTGHT. USE BUTYL MORTAA E.R SEE PIN SIZE AND 11 FOR RUBBER GASKET. 6" 4, USE MORTAR FOR PIPE CONNECTIONS. FOUNDATION SLAB 6- PRECAST R 9" CAST IN PACE W/ p4 D tz E.W. 4' DIAMETER CURB INLET NT.S. 12�Ma - IIEVEal AICNUBBAT ECE BPPADAPIERUINC TOREU RI OR INSTOVED DUAL CALA TIGN SHALL ONFORM 0 ANUFACTURER'S CIHCATRL> MAGIC JOINTS fERMAIN :6z PREECAST u MANHODE w SECION _ _ _ 6- /2' STOLE 12, ANHOLE CONSTRUCTION TO MEET REWIREMENTS OF ASTM 1418. 3. JSINTM SHALLLFBBEE WATERTIGHT. USE BUTYL RUBBER CASKET. 4, ALL MANHOLES SHALL HAVENRUBBER CHIMNEY BOOT SEALS. REDUCERS: TH ENGTH OF PIPE (LT) TO GI RESTRAINED ON A REDUCER SHALL DERIVEDBE FROM THE FOLLOWING TABLE. REDUCER RESTRAINED LENGTH 6-XB' 30' M HORIZONTAL/VERTICAL BENDS: THE MINIMUM RESTRAINED LENGTH OF PIPE (ILK)TO EXTEND IN BOTH DIRECTIONS FROM THE BEND SHALL BE DERNED FROM THE FOLLOWING TABIE. PIPE SIZE 1N1/4' 2 I/2' HBEND 45' NEENAH R-5900A DROP IN FRAME & SOLID COVER. COVER SHALL BE SETA GRADE. OF 1/2' BELOW FINISHWATER OPOF CAP To BE MAXIMUM BELOW ZEST 4CASH R TFROST SLEEVE ELBOW FITTING PVC WYE FITTING FLOY Comm Table 82.35 INWUWl ARO I� 1 `MINI Do i5 LeL c �t Res a5 COICTB 3 35 35 PAD 5 6 6 PLAN Am III 0 12 R-i..h P nMATCHHlABANTARY SEWER LATERAL CLEANOUT Cal 811 of (800) 242-M MiI""u Area(2U)4UJ910 Hearing IlDwRE MD ROD)U2-2289 wwwDiggmHOBin e.eom CONTRACTOR CURB TAPER N.T.S. q *3 D MILWAUKEE REGIONAL OFFICE wauKA 282.513.O8US 88satee BR10HN 1p��q DESIGN GROUP 1111=21=12N t�e00 1 N 0 v / W C) W v / CL C > Q L O Lu OQu-'? OU wCie `-" U LL w >- I� U C� O M U CI M CN ^� V O s s f ` =D Koc10 off v' E U o U� U �' =o�'0ozs O�z�U o�oo p z"z u2uu U h � D U O i i�ivvihx4Aax1L000oO, w i JOB: 3447 LL DRAWN: CAP CHECKED: RWI DATE: 09-19-2022 Q SHEET: C 4. 1 '�^ 4 Qa��g r c r L r L F C L r L r VALVE LOCATION COVER MARKED COVER MARKED BOX BOX WATER WATER 24" MIN COIL OF EACH WARE FINISHED GRADE MARKING TAPE IS TO 8" L VALVE BOXF DULE BACKFlLL TOP SECTIONNDUIT 2" x 6' x 18'• SPACER RING WOOD VALVE BOX18" BLOCKING7 RP BO^nOfu CKING 6"r WOOD BLOCKING NOTCHED TO ALLOW FOR 3/4" CONDUIT LICAT11 OF 'AIR 11 REMOVE/SALVAGE e' FLUG. 2 MA V. GRADE STRUCTURE IL NEENAH R-1661 ,ET FRAMEFRAME ND GRATE 10RTAR BEDN ADJUST TO FINISH noE SCONCRETE ]'� MA. EXTERNAL RUBBER 11HVE MANUFACTURED A BYADA'TER INC APPROVED EQUAL OR NST ALLA J CONFORM TON SHA UL SPECIFIG ATICKS) S 0 RING OR azm MASK JOINTS POLYETHLENE 1/ \MATERIAL Eo wawa WRAP J/r/ a 'RECAST DETECTOR WIRE 2" x 6" x 18" o s~ unniloEicE TAPED TO MAIN WOOD BLOCKING sEcnan COLOR=BLUE SEC nON VIEW LOCATOR BOX TO RIGHT OF HYD HYDRANT VIEWED FROM MAIN s< 3' MAX Flow CHANNEL SPACING: VALVE BOX MAIN IN FE FILL 1. AT EVERY HYDRANT STREET 1RE 2. 1000 FT. MAXIMUM 3. AS DIRECTED BY CITY UTILITY z" . 6" MIN MIN . I SUPERINTENDANT PLAN VIEW oENERAL NOTE& 1-1/2" STONE REQUIREMENTS OF ASTM C4 DETECTOR WIRE & LOCATION BOX 2. JOINTS SHALL BE vATERIONT USE BUTYL RUBBER GASKET. WATERMAIN 3. au MORTAR FOR PE CONNECTIONS.fr T$ 0 MANICILE1 SANITARY MANHOLECG1 seals. REVISED: AUGUST, 2003 30 AM oY o - Bo E60 860 858 E- SIR EMnoE E. 854 PROPOSED 854 852 PROPOSED 852 -8 PVC, 850 Go. C 900 CLASS C-P4' IE=850.90 PROPOSED-0 IE=850.59 850 Ex. 8' WAT - __— — eae - � E. ® s-o.otosy - 646 - -- SAN 6LAP 'vc C-900 CL®5534% C-90 LF-e" pvc CLA55150 ® T59R 846 844 C- 0 CA55150 C-900 CA553DIFF-S" MC, FINE r 15 0 1.73% ® R C 900 C ASS ISO ® Y— B44 842 mEo 840 840 m'm 9+50 10+00 GRAM �GRaDESEU 11+00 11+50 ESTIMATE OF QUANTITIES eC900, O, PVC WATERMAIN 3F PVC HYDRANT LEAD 12LF 6' 8N4" TEE 1 EA 8" BUTTERRY VALVE AND VALVE BOX I EA HYDRANT ASSEMBLY I EA 8'X6' REDUCER 1 EA 8" PVC SANITARY SEWER 4 LF SANITARY MH/STUCNRE EA VF Cell Bill or (BOO) 242-85H WAR—ARF(262)xB2-NIL Hun, Impaired TOO(600) 5422289 www.ENggereHotimcom ISSUED FOR CONSTAU'DON T� 1@i-�4 SCALE IN FEET 20'I UTILITY NOTES EXISTING UFLITIES ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT.NLRACTOR IS RESPONSIBLE FOR VERPYING ATHE TYPE,O L—N.N SIZE V AID E. C EIEVATON OF UNDERGROUND UTIUF DEEM NECESSY FOR PROPOSED CONNECIONGTIGGERS T AND/ORRSTOA AVOID CALL �DAMAGE CONSTRUCTION CONTRACTOR SHAD- E' PRIOR TO ANY 2. ALL UTILITY WORK SHAL- ON DONE IN ACCORDANCE WITH CITY OF MTIONEDN WISCONSIN. SIXTHS ED"ON nUPDTED WGH ITS wATES ADDENDUMI WATER C AND RALL STATE AND LOCAL CODES ANDSPESPECIFICATONS. IT IS THE C111, AND TO IOONIHNITE ONTRACTORS RESPONSIBILITY L METER"INE CONSTRUCTION H ACTNRIES WITH ATHE APPROPRIATE LOCAL AND STATE AUTHORITIES. 3. UTILITY CONSTRUCTION AND spConCATIONS SHALL COMPLY WITH THE CITY OF MUSKEGO REOUIREMENTS. A. TRACER WIRES SHALL BE INSTALLED AS NECESSARY ACCORD WITH 182.0]15(2R) OF THE 'A' 'A"' AND Cltt OF MUSKEGO REQUIREMENTS. 5. LENGTHS OF PROPOSED UT`LITIMS RE TO CENTER OF STRUCTURESS OR FINGS MANYTHAST CONVENIENCE ONLY. CONIRACiOR IS SOLELY RESPONSIBLE FOR COMI OR PUTAIONS OF MATERA REOOUIREDDN TO COMPLETE WORK. LENGTHS SHALL BE FIELD VERIFIED N ADJUST AND/OR ECONSTRUCT XISHNS UTILITY 6 (SUCH AS MANHOLE COVERS, VALVE BOX RCOVERS. INLET EGRATES. ETC.) TOMATCH SHALL FINISHE SET ILLS WATER OF THECOVERSAN AN" OAND COV'EDERSRRIMSCELEVASUNTIONSN 3/B INCH OT0 1/2-INCH BELOW FINAL PAVEMENT ELEVATIONS. EUEVANONS, AND T TO ATTEMPDNGOF ROPOSEDL CONNECnDONS C.SAND BEGINNING Ui C ALL CRY CR0T5SCONSTRUCTONNFLICTSE PRIOR 10, WATER MAIN SPECIFlCATIONS - PIPE - WATER MAIN SHALL BE POLYVINYL CHLORIDE (PVC) PIPE C-900 (SCR 18) cuss ISO 12-CAUSEA TRACER WIRE SHALL BE INSTALLED ALONG HE ENTIRE LENGTH OFF PUBLIC TEHl R MNN�S, HYDRANT SLR L, IRE DEPARTMENT CONNECTION LEADS D BUILDING WALL ND PLL OTHER SYSTEMELIMffS NAND ENCLOSED IN ACRISER BOX -WATER-ONWTH THE COVER. WITH CITY PRESENT, TRACER WIRE SHALL BETESTED THEonmucwnR iAw.DN ICOM PRIOR i0 LILLACCEPTING c IUCTII RON "ING PER THE CITYN OF MUSKEGO STANDARDS .BE DOUBLE POLYWRAPPING (AROUND ALL VPLVEG. TEES. AND FITTINGS. BEDDING AND COVER MATERIAL - PIPE BEDDING AND COVER MATERIAL SHALL BE CRUSHED 0 CHIPS) OF SHE %TNDARDCSPECIFlCATIONS" WITH COVER OF ER WATMNN EOVAL TO I FOOT. BACKFlLL - BACKFlLL MATERIAL AND INSTALATION SHALL BE IN ACCORDANCE MH CHAPTER 2.6.0 OF THE "STANDARD SPECITCATIONS". GRAVEL EACKFILL IS REAOUME ID IN ALL PAVED AREAS AND TO A POINT 5 FEET BEYOND THE EDME OF E. OF PAVEMENT THE PHTRENCHER RUMALLALSIN O ANREQUIRE GRAVELS fl4CKFILL 51NFECRONFORM5NCE WTH ANDSCAPED NAREAS34MAY� BE BAABLE COF KFlULED THEHWITH "STANDARD EXON-1)Sp MATERIAL IN BRCACNFLLL LESS THAN 5ECFEET FROMSHEF EocE BE PUBLIC PnvEMEnT sHT1SU- SQUIRE SLURRY BACKFlLL CONFORMANCE SECTION 8.43.8 OF E "STANDARD SPECIFICATIONS". EXESIHAEAD RE IRS AINED BE PVC C900, SOAR 14, CLASS 200, ALL HYDRANT � �cotis Nis-. !RI SKANARSIACH WA 9 WLWWIKEE. Wy ._ F - r ALTHOUGH EVERY EFFORT HAS BEEN MADE IN SUBCONTRACTORS MUST CHECK ALL DETAIL AND PREPARING THESE PANS AND CHECKING THEM DIMENSIONS OF THEIR TRADE AND BE RESPONSIBLE FOR ACCURACY, THE CONTRACTOR AND FOR THE SAME. CES PROVIDED TO 6EBRIOHN DESIGN p JILLY'S CARWASH JD GROUP PR OJBGT GGATIDW: CITY OF MUSKEGO MILWAUKEE REGIONAL OFFICE WAUKESHA COUNTY,WI Jso pROJEcrrvo. WAUKESHA. WISCONSIN SHIN sHEEinnE JSDINC.CoM LSD PRO) NO, AN PUBLIC WATERMAIN 8 SANITARY SEWER PLAN 8 PROFILE Jso MKa. TGN.. Rwn LOCATION: UTILITY EASEMENT FROM: STA 10+00 TO: STA 11-10 SET-MINERPP 1.0 SANTARY SEWER SPECIFICATIONS - PIPE - SANITARY SEWER PIPE MATERIAL SHALL BE P INYL CHLORIDE (PVC) MEET INS REQUIREMENTS O E FLE%IBUS EASTOMERIC JOINTS. MEETING THE REQUIREMENTS OFTASTM CB3212, BO OIHE APPftOPRIATEM SECTIONS OEDIHE ("STANDARD SPECEFlCATION" WITOH OHE FOLLOWING MODIFICATION: "COVER MATERIAL SHALL BE THE SAME AS USED FOR BEDDING AND SHALL CONFORM TO SECTION 8.43.2 (A). BEDDING AND COVER ITS LATEST ADDENDUM (TYP). 0 CONTRACTOR WORK, wIOMOMN i2 HOURS PRIORTO THE STARTOFW TERMAINCONSTRUCTION, RELATED 11. CONIRACfOR SNALL Of— ALL NECESSARY PERMITS FOR CONSIItUC110N. 12 CITY OF MUSKECO. PROVIDE PRESSURE TEST AND SAFE WATER WATERMAIN MPLE OUNTIE 3 PROPESEE WATERMAIN 1111 AS PASSES ALL REQUIRED TESTS%Is 5 CONTRACTOR OG N�TO TERMSHORDINATDOWNSW THE CITY OF MUSKEGS FOR ALL REQUIRED 6CDMPUEFED BY JGY PROFESSIONAL SERVICES U DATUM IS BASED ON WISCONSINSTATE PANE COORDINATESYSTEM. VERFOAL: NGVD 1929 AND HORIZONTAL: HAD 27, US SURVEY FOR. 1 . ALL DESIGN FILES WERE CONOMPLETED JSSTATE PROFSSIGNAL S VSURVEY ERTGVD SERVICES ON Stt3/23 ICAL DATUM 1929 AND HORIZONTAL: 2T. US SURVEY FOOT ' WITH ITHEACIIY OF MUSKEGO ON SITES TESTED PER Cltt OF MUSKEGO ETLEVAONDS 9 3/8CON-INCHOTO 1/2LLINCH BELOW FINAL PAVEMENT ELEVATCIVERI IONH 20, WARER MAN BEDDING AND COVER SMALLERH11 AND IN BANE JE/R8-IgCHR STONECCHIPRS SFFOORL ALL BE 12-INCHESER NROVE11 CTHE TOP OF PIPE. W E N VE L 21. CONTRACTOR RAME CABILTY OF THE ENTIREwWATER MNN SYSTEMEINSTALLEo wI1H HE PRESENCE OF THE Cltt OF MUSKEGO ON SITE. IW IUI F AFLAG Z-',gSTALL GROUNDING NODE AT S N CONNECTIONS TO E%ISnNG SEVER MAIN EXISTING MAINS UNLESS MAIN S TRACER WIRE TO CONNECT TO N ODES AT ENDS OF WATER MAIN 6" MIN. - - REDUCERS: RUN RUN AGACCESS HALER wHE LESS A ER MAIN 1 yr �-ure —ACCESS BOX NEW SEWER T A M NWIRENEXSTE 0 N--�\\ CONNECT i0 (TW) SEWER MAIN�uh (( / NOTED \ ' �SANITART/STORM B THE MINIMUM LENGTH OF PIPE (Lr)TO BE RESTRAINED ON A REDUCER SHALL BE DE RIVED FROM THE FOLLOWING TABLE. REDUCER I" EGA EXISTED OR FIN E0 13 MIN GRADE SH BOX TOP 1 EXTENDS TRACERN FUTURE MAIN 11 NEW LATERALS ON EXIeTIN3 MAINS C.NECDONS € ROUTE TRACER RE ROUND STRUCTURES NSTALL GRINDING € (m) AENDEMANEH IND DEAD LENGHSOF WATER MAN SHALEOBEI SEWER HEWER. M CENTERED HORIZONTAL PARAION OFA 8 FEET' WATER MAIN OVER SAMBA /STORM SEWER SO ' RESTRA VIED LLNGTH j D — CATCH BASINS W'E—'w� W' (ACCESS STALL TRACER W RE TEES: THE [MUM ATTACHED LENGTH OF PIPE (LT)TOEXTEND IN EACH DIRECTION ALONG THE RUM OFTHETEE SHALL BE A SOLID PIPE WITHOUTJOINTS, FITTINGS, ETC. THE LENGTH OF THE M AW RESTRAINED BRANCH SHALL BE DERIDED FROM THE FOLLOWING TABLE.REWER MINIMUM ATTACHED LENGTH OF PIPE (Lr) - B" DATEADAPTER 6" HYDRANT Qe LEAD a WATERMAIN - 6'HHRArvT LEAP COONCRETEELSUUPPOORT E I�SRTALL APPROVED M TRACER E CONNECTORS T€ (TMPATERAL ENDS. COAT ALL NNECnonsc(TYPj cftou MA sIMGROUN'O'ND Yt-rumor u.e �l�\\� ORIVENCNTOUVIRGIN GROUNpA(iNE 1E TRACER M /� M�N\ - (( 11 - �r // SANITARY/STORM 0 I CEMENT OR [Ru unT[fa CARRIED i0 UNDISTURBED 8'%6' REDUCER EOCCCKNGE ACCESS BOX (TH) tiw+uu-.u+uwE MANHOLE, A 1I SIR—K 40 20 I I N ATHE DC'NEC IOALRESIRNNE NNG AT T HORIZONTAL/VERTICAL BENDS: ASSUME 6 FEET OF COVER H COMPACTOR NNUND IN OF PIPE. TO NOTIFY E-GMNE5- ERE WAVER I HYDRANT BRANCH SHALL BE FULLY RESTRAINED YUFANT 2. LOCATOR BOX SHALL BE VALVES. VALVE HSTEMS,. FITTINCq. HYDRANT 3 SHOEBLq POLE WRAP ALL VALVE.CTO STEMS, NO RICAL S CK TRA R MAK s s OPENING IN HE BOTTOM OF HE HYDRANT SHOE POLY NRRTTO DRAIN. NOTE6: OR LANCET (TM)� 58� yl INNODE AT GROUNDING GB REFER TO SPECIFICATIONS FOR TRACER WIRE. S 1 � NEW MAINS T 2. TRACER WIRE SHALL BE TAPED TO MAIN AND WIRE LORSTMOWN OFF MAIN AND WATER MAIN 4X0X21 SEPARPOLYSTYRENE BOARD ULAI N F TI N AN 18" AND DEPTH S BURY T' IH TOP OF SEWER IS LESS THAN fi' .HN BOTH DIRAINED ECTION FROM. EXTEND FROM THE BEND SHALL BE IS E68 -FEET O COVER EXTEND IN BOTH THE DERIVED FROM THE FOLLOWING TABLE. IE HORIZONTAL HIXtIZONTAL HORI20NTAL JOINT RESTRAINTPIPS.II 1/4 BEN z2 1/2 BEND a5 ON U. E SHALL PWG A L HYDRANTS BEING CONSTR ALI N No, FY HE Cltt OFUALLD GROUNDWATER. NEED TO E PLUG THAT NEED THE CITY SL ALL NOT ACC Cltt OF MUSK ACCEPT cLow HYDRANTS FIRE HYDRANT AA>RA�. RA FOR C 3, RUN GROUND MARE DOWN RISERS IF APPLICABLE. TRACER WIRE INSTALLATION ON SANITARY SEWER B,WRARY/STORN SEWER OVER WATER MAIN SEWER - WATER MAIN SEPARATION Z 0 �F- 0 0 Lu �=D Sri 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: Muskego Business Park Speed Limit reduced to 25 mph and Stop controlled provided at all intersections Date: March 20, 2023 The City of Muskego staff (DPW and Police) are recommending that the entire Muskego Business Park has a speed limit of 25 mph. Additionally, all intersections need to become 4- way stop controlled. The business park is a very busy location with multiple users: workers, deliveries, pickups, pedestrians. Traffic consist of large trucks, small trucks, DPW equipment, cars, walkers, and machinery driving along the road between buildings along two lane roads with no sidewalks. Currently, there are roads with a speed limit as high 35 mph and several intersections that are not controlled. Recommendation for Action by the Committee: Approve the entire Muskego Business Park to be 25 mph and all intersections to become 4- way stop controlled.