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PUBLIC WORKS AND SAFETY COMMITTEE Agenda Pacekt 06132022CITY OF MUSKEGO PUBLIC WORKS AND SAFETY COMMITTEE AGENDA 06/13/2022 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: • Great Water Alliance • Police Chief Updates be C21 of SKEGO UNFINISHED BUSINESS Discussion update and possible action may be taken on any or all of the following: No Parking Request - School Drive Memo to Public Works - 4-19-22 - School Drive No Parking Signs.pdf School Drive Aerial.pdf NEW BUSINESS Discussion update and possible action may be taken on any or all of the following: Approval of Fleet Farm Engineering Plans Memo to Public Works- 6-13-22 Fleet Farm Public Improvements Approval.pdf 2022.05.25_FleetFarm_Muskego-Civil_Landscape_Plans reduced.pdf Approval of North Cape Storage Engineering Plans Memo to Public Works- 6-13-22 North Cape Storage Public Improvements Approval.pdf CJE2158R5 - Civil Set reduced.pdf Durham Place - Pedestrian Safety Concerns Memo to Public Works- 6-13-22 Durham Place - Safety Concerns.pdf Aerial of Durham Place.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: Request for no parking signs along School Drive Date: April 19, 2021 A request has been made to the Public Works and Safety Committee to install no parking signs along one side of School Drive. The parking restrictions would be on one side of the road only. Currently, there is no parking restrictions on School Drive. The request was for School Drive near Mill Valley School. The main reason for this request was due to the increase parking on School Drive due to "The Local" restaurant and bar. I have attached a map for your review. Please remember, once "No Parking" signs go up they affect all the residents on that road. Holidays, graduations, retirements, and similar parties/events could be affected by these signs. Recommendation for Action by the Committee: • The Committee should listen to all the discussion and make a recommendation. • Again "No Parking" signs go up they affect all people on that road. Holidays, graduations, retirements, and similar parties/events could be affected by these signs. • It is important to make sure all residents along School Drive are aware of these potential parking restrictions. • A defined "No Parking" limit needs to be determined. Also "No Parking" signs should only be on one side of the street. The City of Muskego does not have a particular side of the road for no parking. Additionally, we suggest the entire School Drive from Hillendale to Gold to be include in the "No Parking" if that is the decision of the committee. 3 4/11/22, 9:15 AM �O dtCA Google Maps t . _ ,.. - _ - ... _ ...`:, ,.. . 4 _"- - ---- - '•' "_ _ ,... . ___. �a'__i:• ;:5. .ice, „ \;k.., V�„�,. •,i 5Y':v�7�'• I j I '11 t 1`.5 rd' �, 4j �t 101 , d J. , Awn (i.4�I t a ..• t•i� r , t' - We F- _ « 1 � � ,y` ` t 4 . !�'6 ,n.-i��•• '.d �. fit, ilt V. 1.7 elk 71 R t c y `•' ..y. `�. " . ' � I -� , PPP, �' I L .i• e� F � i - Imagery @2022 Maxar Technologies, U.S. Geological Survey, Map data @2022 100 ft https://www.google.com/maps/@42.9282771,-88.1516164,409m/data=!3m 1 ! 1 e3 2/2 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: Fleet Farm — Public Improvements Approval Date: June 13, 2022 The City of Muskego has reviewed the Fleet Farm plan set located on the southeast corner of Racine Avenue and College 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 Fleet Farm development contingent upon all City of Muskego staff comments being addressed. 4i LE(--ENEBE) CIVIL AND LANDSCAPE PLANS BExoA FOR s r: PLAN INDEX � � _ �g —PROPOSED£�°,,,"E LEGEND FLEET FARM s a � �a•"c/+m"cnR[ SHEET NO. DESCRIPTION C000 TITLE SHEET C001 ALTA SURVEY rr rxxx s4 n�cEIDESi°xES m I) w«EBi m FE1=Um owexsox i oTM�monuxce "uwBE"Exr fR°"'c' C002 ALTA SURVEY " OoRe"I", �°�°x CITY OF MUSKEGO WI �3 Eaucno:xomu�s tt omrxsl COW ALTA SURVEY § e s�cx .�l LIS 111-1i norm) C100 DEMOLITION PLAN 8" xurc-outt coxcvErE vnauexr °joxEi s'sBorxi�iR±•ise raiorED sE` C200 INTERIM EROSION CONTROL PLAN u�Rxc,°°xr°B w CONSTRUCTION DOCUMENTS 0 CoxcBErE SUS—E C201 FINAL EROSION CONTROL PLAN _ xuw-octt wsvxe<r vrExvxr v s �;'E C300 OVERALL SITE PLAN 0 nwwvo-outt esv,var vnrEucur ©aamco oirioxEB C301 SITE PLAN NORTH L ® cam A. =ra �w V I C I N I T Y M A P C302 SITE PLAN SOUTH (AS � c Nr°q Emo sA, smw.r C400 OVERALL GRADING PLAN Tcuv iwRi C401 GRADING PLAN NORTH vaszrow<a• ss au"Juwoi !}. ruaRxm• s>o?/v.POmrzo/mvcp cq a ucxr C402 GRADING PLAN SOUTH " w v r C500 OVERALL UTILITY PLAN ®ice "rxs� RME C501 STORM SEWER PLAN -NORTH vaw accsss eJsr �� mxoxE vm E N C502 STORM SEWER PLAN -SOUTH wen,c R=,renew .S ocun - uj "w�i` rSu �H C503 SANITARY&WATER PLAN ®o xo" Bi"F"r° C60o SITE DETAILS o"`.Jc °o sawwEM�w� R E a C601 EROSION CONTROL DETAILS a.vv„scc xrare 'I"om ° C602 PAVING DETAILS re�ap�sa ocruu wxxoLEr.+' C603 UTILITY DETAILS sweaic axvJ xax P� G w i C604 CONTECH DETAILS 1 - BASIN 1 A EEI AN CE MEc a —1�! d IN606 C605 CONTECH DETAILS 2 - BASIN 2 _ mr<E,v i "E" w" r wxux xnc Q CCONTE3 -CH DETAILS BASIN 3 :C mUSTBEE PROJECT LOCATION 3 w esc.s o� o �o.swm�a�nuiJ covrovre osrn��e°Us mEE C607 CONTECH DETAILS 4 Q � _ _ El,y C608 CONTECH DETAILS 5 _ LL °rr'O - C700 SPECIFICATIONS ly W Y y rmm noc 0 L700 LANDSCAPE PLAN -OVERALL J j F m� aox.cc"r ro roe cv wa« — _ - L200 LANDSCAPE PLAN - NORTH LL r2 ew"'"R m cAR. ry L201 LANDSCAPE PLAN - CENTRAL 'oucrw m e"x v w- sm"w �ra0� Po'K+�s Eem�rox L202 LANDS CAP E PLAN - SOUTH EAST ------ vBovcBtt L203 LANDSCAPE PLAN - :SOUTHEAST SCREENING Ems. vw°vosm aucr vreorzxn mor ux•.,w. vamaau srer awer —__— _ExisrwC vw°vosm rrweRAwr arEnsrow uxE / r L204 LANDSCAPE PLAN -SOUTHWEST sw,.c a ecaw -----------'-Exisrwo uSERExr / w rhn JNIq fl.mwt�r SCh]al L300 LANDSCAPE NOTES & DETAILS amaav smvc nraanwc unr % UA ENGINEER AND LANDSCAPE ARCHITECT: P .:..•. ' Know what's below. w. e4.awd R�wd s U Ai r: i Cell before you dig. pRy rClSmitil &o�s3�ss43R BENCHMARKS: DATUM: E��M1NoR N ae2 ei.Ecoo - - 05-25-22 PR aTF O(�0 RED_r coxxmnox enAnrnr urewe rwiMunne EnnriA�mm BM #1 NATIONAL GEODETIC VERTICAL DATUM 1988 mE cxvrecsQv "caysxr R.aswnx, nu 00 ,O - nx m� CONCRETE MONUMENT WITH (NAND 1988)AllAll OOHS DEVELOPER / OWNER: COMMUNITY: BRASS CAP AT THE NORTH va ®o x,�rN M CORNER OF SECTION 5-5-20 HOR/ZONTAL DATUM: FLEET FARM CITY OF MUSKEGO (INTERSECTION OF COLLEGE & - ©covvaicRT 2022 o RED— S.xu—,-- CONTACT: FRANK STEEVES CONTACT: SCOTT KROEGER, RACINE AVE) STATE PLANE NAD 1983 (2011) STATE PLAN DATE: 03/25/2022 R.. smRB. m°. 2401 SOUTH MEMORIAL DRIVE PE, PLS, ENV SP, MBA MEASURED E.L. = 842.91 PLANE WISCONSIN SOUTH DATE: 03/25/2022 PUBLIC WORKS & 32102 APPLETON, WI 54914 BM #2 SOB R0, 0. 3210232 DEVELOPMENT DIRECTOR MAG SPIKE IN NW FACE OF PP PH.: (920) 731-8121 W182 S8200 RACINE153150 AVE. PRo� cr MA AII 0URE MUSKEGO, WI 53150 #91-08-656; SE CORNER OF AIATfEP. KOCOURER, P.E. PH.: 262-679-5686 COLLEGE AVE AND RACINE AVE of — INTERSECTION. cRECRED Br: — EL. = 839.45 SHEET NUMBER C000 1Z xP art LEGEND }mR �mxc/MONIioFMc wEu q Frw eo� OO nl ®nn comFOL cx ROL BGXl ©G SKI G/vEGDTN. LIGHT IN E1111 ®T A.Z1ioxEePmLK N G IS vurE LT • o M prvG�sIGN Grsouxo IN ®rorvrt SEwmxDt. sECTlox ®SANrt INrzFCEPITOF MSOLE� ®wsCEtury GHTAIL u+nrxx. ®1 11 : sMAN 1 1111 STOP Lw[u sW SDar_A t W - 0- TREE 8 ,G 7- -EDGE TRDS c� -LESS AP) sm ATEsicP "S .E5 PLAATI III III IIES ", e0 " FPEP GH To: COLLEGE SQUARE DEVELOPMENT GROUP: Prism Title Midwest LLC:- American Title Insuranw Company certify Nat Nis map or Dlat antl th.survey on -Gh 6 is based were made In accordance - th.1 Minimum FNIV M Detail AINSPS - Title Surveys , jobey e,Mbli,h,d antl atlopltl eby ALItemsTA antl NSPS aM Includes 1, 2, 3, 4, 5,7(a), e lNG) 11(b)II-13oi Table Athereof. TM1e fieldwoM was comftebd on November 23, T021. Dot. of Plat or Map: December 20 2021 Fe Gd January 3, 20228 M.I 1, 2022 1 CERTIFY, that IN..urvey was prepared under my supervision and I. correct I. the beat of my professional knowledge end belief end campes witCh.pter AE-T of t11e Wisconsin Atlmbpstr mG Code. JOHN P. - PTCa.uccl 'Yr? CASUcCI t,4_ Professional Land surveyor s- _ ESIS-atlon Numbrar S2055 o.o + = IGnn.caauccl®rea mM1.wm ��qHO SURV`ci,.' ALTA/NSPS LAND TITLE SURVEY A PARCEL OF LAND LOCATED IN THE NORTHWEST 1I4 OF THE NORTHEAST 114 OF SECTION 5. TOWNSHIP 5 NORTH AVENUE (AKA G.T.H.'HH"), TO.DO FEET; THENCE SOUTH 00' 41' 03" EAST, TO.DD FEET TO THE SOUTH RIGHT-OF-WAY LINE OF COLLEGE AVENUE AND POINT OF BEGINNING OF THE (ANDS HEREIN DESCRIBED, THENCE NORTH 89" 18' ST' EAST AND PARALLEL TO SAID NORTH SECTION LINE, 55534 FEET TO THE NORTHWEST CORNER OF THE RECORDED PLAT OF COLLEGE SO RE BEING A SUBDIVISION OF RECORD, RECORDED AS DOCUMENT NO. 1641DW, THENCE SOUTH 01' 42' W" EAST ON AND ALONG THE WESTERLY BOUNDARY LINE OF COLLEGE SQUARE SUBDIVISION, 718 33 FEET (RECORDED AS 710.37 FEET) CE SOUTH ° 08' D102- EAST, 315.62 FEET TO THE 1116 LINE OF THE NORTHEAST 114 OF SAID SECTION; THENCE SOUTH 88 ES' 50" WEST ON AND ALONG SAID 1116 LINE, 654.11 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF RACINE AVENUE (C.T.H.'Y'L; THENCE NORTH OD-30-N WESTONANDALONGSAID EASTERLY RIGHT-OF-WAY LINE OF RACINE AVENUE, AND WITH A LINE SING MEASURED 510GD FEET EASTERLY OF THE HIGHWAY REFERENCE LINE A$ DESCRIBED ON THE BI- HIGHWAY RIGHT-0E-WAY MAP PROJECT NO. SSU 0355(3), BNA 1 FEET TO AN ANGLE POINT; THENCE NORTH 1T° 58' SD' EAST ON AND ALONG SAID RIGHT-OF-WAY, 249.99 FEET TO THE POINT OF BEGINNING. SUBJECT TO ALL COUNTY HIGHWAY ACCESS LOCATIONS AND RESTRICTIONS AS REFERENCED TO IN VOLUME 112T, PAGE 503 OF DEEDS. Address: 15 ACRES S.E. CORNER OF COLLEGE AVE 8 RACINE AVE Tax Key No. MSKC217- Prepared for Fleet Farm Survey No, 168629-KAC Be g re barsetlson th, Nodh line of Ne NIft- iM of Section 5-5-20,-b bears No 09-18'S3" East. B. TRIG Commdm TI,S survey was prepared based on "PRELIMINARY' Fdsm TIHI, Midwest LLC an agent br Rret American Tde Insurance Company xtl. aclledule B 111�um her PM-15434-21, GommlMent date September 13, 2D21, -S, lisle Ne following ea.emenb and/or re HGtons from 1, 4-9. 11, NOT SURVEY RELATED, 2 8 3 - VISIBLE EVIDENCE SHOWN, IF ANY. 10, PUBLIC OR PRIVATE RIGHTS, IF ANY, IN SUCH PORTION OF THE PREMISES DESCRIBED IN SCHEDULE A HEREOF AS MAY E USED, LAID OLEPLATTED, DEDICATED OR RESERVED FOR ROAD PURPOSES. Les wltM1ln or crosses IM1e surveyetl property-ib approximate lowtlan is sM1own from aerial pM1otas antl Dld documents. 12. MATTERS CONTAINED IN AWARD OF DAMAGES RECORDED IN VOLUME 1127 OF DEEDS, PAGE 563 AS DOCUMENT NO. 716207.-UIw 11, orcrosses the surveyed property -access residceon,axes. TSMs and -I- mrnerfor any acwsa-iM locationG spawn. 13. GRANT RECORDED IN VOLUME 473 OF DEEDS, PAGE 41, AS DOCUMENT NO. 316212. -May III or cross IM1e surveyetl property - it Is a line of poles eesemem wi1M1 route not defined - pretlates hiN-y taking. -its location Is not sM1own. 14. GRANT RECORDED IN VOLUME 4D2OF DEEDS, PAGE 469, AS DOCUMENT NO. 286111. - May lie or cross be surveyetl propedy- Itlsall of poles easement w6M1 rote nottlefinetl- pretlates M1igM1way Mkkg.-its location is not sM1own. 15. GRANT RECORDED IN VOLUME 370 OF DEEDS, PAGE 112, AS DOCUMENT NO. 27%12.- May lie or Gras. Ne surveyed properry- It Is a tln. of poles easement wdh route not tl.fined -pretlates M1igM1way takirg. -Its location la not sM1own. 16. GRANT RECORDED IN VOLUME 2240F DEEDS, PAGE 118, AS DOCUMENT NO. 228211. - May Ile Or crc.s Ne.urveyed prop.q- It Is a line Gi poles easement w'Ilh rote not defined - pretlates M1igM1way tekirg. - ib location la no[ aM1own. 1T. GRANT RECORDED IN VOLUME 274 OF DEEDS, PAGE 62, AS DOCUMENT NO. 223814. -May III or cross the surveyetl pmpedY- It Is a Ilne o po es easement w6M1 route not defined -pretlates M1igM1waytaking. -its location Is noI sM1own. 1BGRANTRECORDED IN VOLUME 2230F DEEDS, PAGE 307, AS DOCUMENT NO. 187423.-Mayi orcrossNesurveyetlproperry- ItIsAIIIofpoleseasementw6M1routenottletlned-D WNa M1igM1way Akirg.- Ib locabon Is not sM1own. ISMATTERS CONTAINED IN WARRANTY DEED RECORDED IN VOLUME 289 OF DEEDS, EASE , AS DOCUMENT 234140.-Dxs or cross th. s yed properly - not shown. H.H.-H.H.-Roatl was esignated as CTH Y tluring at the time the document was I_. 20. MATTERS CONTAINED IN WARRANTY DEED RECORDED IN VOLUME 289 OF DEEDS, PAGE 532, AS DOCUMENT 2- - Does w'Ilhln Or Gro.S Ne surveyetl PrGPerty-not shown. HJllentlele Roed was designated es CTHYtluring et the time the document was wN tl. 21. RIGHT OF WAY GRANTED IN VOLUME 351 OF DEEDS, PAGE 342, AS DOCUMENT NO. 263194. Does not lie wimin or cross 1M1e su y property- not shown. Hillentlale Roatl was tlesignatetl as GTH Y tludng al IM1e time tM1e tl.cument was rewN ERS COM ED IN DOCUMENT RECORDED IN VOWMET81 OF DEEDS, PAGE BIT', AS DOCUMENT NO. 483682.-Lies _'I, or crosses the surveyed property- Its approximate location Is ah.. C.Flo.tl Acco 9tofl.Gd'G,GGwratemapofthe Ciry of Muskego, community panel number55133C0341 G, eifec1ire date ofNovember 5. 2014, Nis sue falls In mne X (areas determmetl to be.upside th, B2A annual chance fiwtlplain). D. NDba As [o table A tlem 11 Surveyol. responabtlpry b GG.GGate rt-gs shell be Ilmted bone maddng request 1D 011 (ISG-l'..It before you dig' number) based w Ne property address, as provided by the dN.L tole b Ne client Insurer, antl lender- WXM1 regard m Table A, item 11, irrforma8on from IM1e sources checked wimin will be combined wit observed evidence of utilities pursuen[to Section S.E'rv, to develop a view of IM1e untlegroun0 ufili4es. H er, lacking exwvelion.IM1e act location of underground feaNres cannot be accurately, wmpletely, antl reliably tlepbtetl. In etltliiion�in somajuristlicYons, 811 or ober NJliry locale requests from surveyors maybe Ignored or result In an incomplete response. As p the IGIN date Indl-1 I,G- In wdRcate (most recent s'Ile visMlnspection), It appears some underground u01'Ibes were not marked. This a6ectetl the surveyor's assessment of IM1e location of the utilities resulting in partial IlIL1t G i.n antlbr mapping per Dlan. Whe aaa6ipnal or more tlewdetl irlrgrmaugn'I. regmretl. Ne diem is advised mat G--ion may be neee.aary. Thereis no visible evpdenw of recant -proving -, building mnsbuctlon or budding -It- observed In N. process of conducting Revl.lon ...1 - reWae location of Cpllege Square Subtlivislon ba..d an location of buM monuments. raSmith e = I:k unrin .. To vn ...I I..U•I..v mrmilh.wm cool ALTA/N5PS LAND TITLE SURVEY roSrnith &ate. m I re en oe is B2'.I• �839�I I I 639 643 --- — — — — ---- — g4, — -- ----- -- ----- -- -- -- COLLEGE AVENUE C.T.H.°HHI' �caow. - sec o-o-s ------------------------------- 839 --------------------------------------- ---- 838- / 9J3 _ _ —_---t _ —936— xscovxmcPm u- mM e�a o I d � a a GRTIICSCAIE 15LEG� +mI�LWPo�xc/uoNiroawc weu I I ,�r I 4 �Leox � yyy � aua R,L,MX, j 0 g44- ®eOIRePeL mx f ISK RPPoW, PoLE '6 e x 4 q SPor/YiRo/PEGI LLI6Hr o I`�wl°Lxw,xHo.E x W'i w Po o ®c1Mas lg& ®E a.xs Ka ®,eLmNoxE uxxo,E I m reLrnHoxe Pmr�..L---- � 1• ' ®saNxn INrtacE PoA M �4E ®xisce�uxm�us awxI I i s2 vEW 84\ u i wniww W"— M 8muaa srov s 11 + �} - / J v —ry B BASE, �. P, T. _ II ..... \ , cw>nwes nxo',xe Loc L u -N IS \\ — — 5 a3> P / IMP—E (r) INI I Arts CrE ZENS PEW FIN"Gm loUm eE aulmroP — ---_-- — s PER LEASE 0002 co raSmith ALTA/NSPS LAND TITLE SURVEY �i \fj------ t..� —421 kRII NT — 54 I I � � 8a3 I / I \ / I I Igo I / Y / I 4� B48 rt[ I � ,SGG LE e +M=-/uoNiroAwc weu 0" ® co Fi OL MX II I �a n a� HC # + I SKI G/PE— LIGHT 9 ®E1111 ;v `Nsroauw ® mNONE i m re�vsNONe K >m —T �4„�. o.,EN —111 H. �` I o w�R�i �xo� I �° ®=TO wNo =_G. i f ®sil uG Mnru 1 uN ®M�WcnNN,rz I �.NNou- —OLE ao� eox I rI/ i A: ®111:rE 85J I � s�NOLEcuRe srov fW _ 1 / --- I ------- - — - — - 844 KID 843 EL— m, l IMP—ES Ar) iuoi A¢ss PAElor eeZENS WERI "ClIA n 10EMI rov b h �Ncrx a"ee`".rzu .-pan Ih a o e 0 0'N �y e .eGN .061 �a C003 co o �I 829 RACINE AVENUE C.T.H. "Y J2AMR i a j� < TO MG, \ \ \ — I I � \ B,i RN. Ge—A I�I III' �v \ � + / \\\„�� \\ — I ;'+I+ /+%++ \ A vAv �� ✓ ✓ + + + V I vv 1 v + �t Ill �i \\ \ \ + + + +1 \ \+ + + + \ 111 I I li \l\\ 1 + p� + I \ _III (I IIIII �+ + —+++ y + + + +++++++++ \ 1 II fah IIII Illljl�l�\ V �V / Ie + +v '' +�\a+++++++ k 111 �IIIII�II�1 1�\ / ++;gyp + i�1� III III I ++++� ++,�++++++ + ✓ aAA (IIII 1 II IIII IIIIIII � IIAV A' � A � % p i II \++ ++I+ \+ R+IIII \ ++�++++++ y / / I I tl III M° Ij �++++ / lA yam_tT — _� a tTi J Wv MSKC21JJ00< \ \ W1B2563692REGENCY CT I W19256J4JMSKC2REGENCY Gi I MSKC21JJ001 �I MSKC2,i, 11II111II Wl 91SeZ.5,[yLkE'�R� II W19256J91 REGENCY CT \ I I WI92S8325 REGENCY CT IIII IIII IIII \ I I III x '41—ZNN— G%PHI—E LEGEND z J a �NPRy 01 NSgR arms mr All Oos/zs/zozz ozz NSEp1X" 1D cwMcrrcrxc III • = 59' JoNO, sMANAGER PROJECT KOCOUREK, P.E. rH[[xw[.om wrn[x croxs[Nrornn.zwrrx. cvc OESGNE.0 Bv: JLM CHECKED BY: RJY Know what's below. 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C400 " 1- 11KI " J� - COLLEGE AVENUE N. A Stx R A SMNN C. ASSUMS No ETSPONAG— — GAMAGEC UANIU Tl' OR _� N&,N.1 — ENA— R _GNS AGE TO 11AH .1-1 TTE I —Se. -1-H CON —I .1 1 A M—, MR ESE M—Al All ECSE— TH11 — NET Kno,,h.t's below. -N.1 TNGA"OETZHASSTHE E&17,ox1 =—ARINNAI. IT Call before you dig. I A S.NN, N1, N LEGEND —.1 LINE 1—RA.1 AGGESS EAM... EARNNH. — GGN1.DR =111= EAIINI 1-11 11-1 1�1' DI RETLAHE ETC _ SE 1=05.."OHADE AT GO — GRAM ON PASCMINT PROPOSEE., GACE TO, G, C 'REAMRAT . NTC E , TRE.- TOP OF — E.—H GO BOTTOM Or -1 -IAIDN P1 C GIIEG71GHAL S,gr A,EGN IN— -AO" PR — S GENERAL NOTES: 1. —"' GNALL I ICIPIN.. GRAI PA ON RE 11 1 lBNr11E1., —TAW A_ ..0 AllOR—ANCE, G n EN NE.S 0 Z HE 0 OT 111EGO I HEE111 1 1-11 THAI 11 GAIAIEG AS A NEGNLT El CONSTRUCTEN RELATED ASRM.. EE— �AA.IAMTEIZ�IlTlY�11 G1Y1 REPREAR.— GNAT,, _ "PA, OR , SAIMIGRIN 11 11 AT 11 I.P1.1 El TTE GONTEAETER AND NO GERI TO THE .111 1, GONTRAITOR GN— 11 1,1 IT .—DOO 11 GOES 1. 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RALS � RETANINS WALLS SHORN ON —SE PLANS ARE FOR LOGA— AN, "ATERIAL ONLY THE GOR,TR , RESPONSE' 'El "NOOL", " A GEOTEGH NICAL E—ool AHG/M G—G1 RA` ENO E" FOR A`RROpR'A1` 0"" CERMATO" PR"R TO DEPE.G- ON THE 4E ll STAR OR ALL FOR 11 CONCIETE 9LGGK OGILAR 5"M,C�N AC—EIESS �.Y�,�E8�.,��.ORE�FE��,SE7.AE�T�,M,.PR."ANUrAAC,�,.�AS.D MA. RUE 0 SIEGF C PALL ARE To RE `OOPEINATED 8—H `H E CONTRACTOR GEOTECHNGAL ENGINEENDSANDA—PLE, FOR A, 141RAL STORE _C _ TEACTOR S RESPONSIBLE _ INSTADLANON NO LL = EGESSANT MEANS TO HSORE PMER HIT 8ASE,.9ACK,% MAT NLE ADD S CAR LT l` AS, ,, .1 REGRONG,_ I Z— 61H � I TEG,11, I I A6,.R, THE G-RC RAID.H. OR RMM-E AALLS PRE 00 ,Or, 1a01 NY -1211TV I'll EATEL 03/25/2022 SC— � = W JOB N-210232 PROJECT MANAGER — P. ROHOOU—, P.E. DESIGNED - JLM C401 R.A.DMITH, INC, ASSUME NO RESPONSIBILITY FOR DAMAGES, AMID E, LIABILITY LITY OR COSTS RESULTING FROM CHANGES OR ALTERATIONS MADE TO THIS PLAN _OUT THE EXPRESSED WRITTEN CONSENT OF R -MITH. INC, AILL FOPYRIN— TO THESE URAIMNSI ARE RESE—"D KnOawhays below. THEY MAY NAR OTBECOPIED. C.ANCED, OR ANDNES io ANY THIRD all befoD, you dig. THE EXPRESSE T IN ANY MANNER WITHOUT OBTAINING D WRITTEN PERMISSION OF R A-ITH, INC. GRTHICSCALE III ,wFE�, 0 _ LEGEND in in easE1111 A— —E.ENT I FN. _ —T.LR EIIIII I -FT F.—I MIZANCE ITT "MINDRSINITT2 AT PA—"' PR—L —T AT � L'. MX�x Fa TI -- I.. —A- -P OF — E--F.N PR.—/.� -1 -1AFFN PI D DIR-1— �Ar AR_ IRg— LATLN —1. PF—I) AMH— EOEAncx SORIK 1=10L'I RIM 'AT" GENERAL NOTES: F—U;r ALL . R--- F ILL 1-1 FLRR ANIF PUT— LTNIE��,� _TAT - — — OF kII IRTI"I 111R—A1%A1.DAN. �TLE'F I P MENIN c—c "- AIN'A XMZMALL FLIAIR I' ` — � L i, T THL =R'=L'A_ IT THE CIENW1 THE 1-11 AND 11 —T TI — .1 I 111— 11 "11R1 I" A11-1 — *11 '17= T":...`RE F.' ==— � ININE11 11 1"1 1"TA-11 111 1— ID 111DI IF 111D 4 EAS— T—AITI —A— ITALL ' A" "T' T' AN " _ZU-1,`A.F`NR`ECRAL 'LID N' 'D . 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H-1 PRE pM\P�G 1a 1 V co ozz TE: o3/zs/zozz JOB N0. 3210232 NFii P.CK000UREK,R.E. OEBIGNEO Bv: JLM C602 W , V, "lAM NrEB nBE-s�'AN—r� _ E�,m a36 w a.w B ff N�n HARo° ��s�oEBAN ACE P N� ON —1— .n .1— 1-1 NAT— A�m� MDE / \r rorDBN A. — o P'A NrA Z. Pa ¶ m IL aD� RaE �s,ArvDaB�oME 1M ANN rD K KDIIIE ST1aPMWAT11dJ 2 N ER BIORETENRON BASIN TYPICAL SECENGINEERED SOIL • fro an �icuv wnm .l wr ro. LS mmr+n Nw 4x ,/z• aura u<xrwru ?. Ra a rswr STANDARD'STORM WATER INIET (MASONRY OR PRECAST) x"'r'rYi PIIE N0. 2B 2'X3' PRECAST INLET Ir+Dr rD sc L C,1vMtErs Mr[A eAs NaIIAH F JCBW (TYPE c) z) purrs a oArrRwr ARras - rvarvAH R- a-1 .r) ,nrPrs ,x mass REas a-Jmr-P - xEErvA„ &I�n11011P. 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SENffi LL r W CLEAN OUT DETAIL LL LU p W Y W to 7 LL � J —III—I vvre. aewrurvaoEnErv, Pfd N �N �,z-I_ �wN A ago PR,,Jr, N MIT AII P Rrr (1 IurvvEvvaAaAll rxrsrvsro 1 1mu,aEuv REaumEP Ar EACH srmw 1-1 smucrux © COPNRIKHT 2D22 lE: 03/25/2022 ATE: N.T.S. JOB NO, 3210232 MATT P. KOCOUREK, P.E. BY: ILM nrE ExwEssm Marrrrry ttwsrrvr cr na.surrr{ we CHECKED BY: RJY —11 SHEET NUMBER E R mNn rv« NmD eA G C603 :.L ASSEMBLY SCALE: N.T.S VOLUME: 2.46 AC -FT LOADING: H20/H25 SYSTEM INV = 831.50 MANHOLE - RIM 841,681 011 STUB caLvanrzzo s>an j MANHOLE-RIMINI.— aow O O36- DR. ACCESS 7z xa0[aaucrtR rnro aoi(r� omixl MANHOLE RIM ea1501 WffIw a� ro M NHOLE w .. a: sacDM.ACCESS IN, A. MANHOLE RIM 841,911 J sano cvswcx STEEL PLATE DETAIL 011BTUB BE z. rz[rvEoadu¢ srz[i xor .woven MANHOLEDRI36.R A`DE-t S77?UCTURE DETAIL (R_235) THE UNDERSIGNED HEREBY APPROVES THE ATTACHED (#) PAGES INCLUDING THE FOLLOWING: • VOLUME = 2.46 AC -FT • MAINLINE PIPE GAUGE _ • WALL TYPE = • DIAMETER = • FINISH = • CORRUGATION = 839.32 100-YR E 837.05 2 835.50 TYPICAL SECTION VIEW SCALE: N.T.S CI NTECH' �: EM ENGINEERED SOLUTIONS LLC CbiP DETENTION SYSTEMS W25 Cew• P— R D,., sane 400, weM CeesI off 45069 pRORPOSAL 800-338-11 T2 513-845-T000 S13-845-7993FAX STUB INFORMATION PIECE STUB INVERT 01T STUB 834.50 012" STUB 834.50 015" STUB 835.50 LOCKSEAM GASKET DETAIL III HEADER PIPE _Z N Q § NOTES m ALL RISER AND STUB DIMENSIONS ARE TO D' N CENTERLINE. Q J LIMITS OF ALL ELEVATIONS, DIMENSIONS, AND LOCATIONS LL REQUIRED OF RISERS AND INLETS, SHALL BE VERIFIED BY I j LU W BACKFILL THE ENGINEER OF RECORD PRIOR TO RELEASING FOR FABRICATION. W M J 7 G ALL FITTINGS AND REINFORCEMENT COMPLY LL i V - TOP OF PIPE WITH ASTM A998. 839.50 ALL RISERS AND STUBS ARE 22" xY2" CORRUGATION AND 16 GAGE UNLESS H 2 OTHERWISE NOTED. U • RISERS TO BE FIELD TRIMMED TO GRADE. QUANTITY OF PIPE SHOWN DOES NOT PROVIDE 12" TYP. EXTRA PIPE FOR CONNECTING THE SYSTEM TO — EXISTING PIPE OR DRAINAGE STRUCTURES. OUR SYSTEM AS DETAILED PROVIDES NOMINAL INLET AND/OR OUTLET PIPE STUB FOR CONNECTION TO EXISTING DRAINAGE FA ILITIES. IF ADDITIONALIT IS �FoR CONTRACTOR. THE RESPONSIBILITY OFTHE ff o PµE `o S,R� Ca UG BASIN #1 1003/2022 5/2022 N.T.S. JOB ND 3210232 PRO ECT MANAGER MATE JP. KOCOUREK, P.E. DESIGNED Bv: JLM CHECKED BY: RJ SHEET NUMBER C604 m 4 ASSEMBLY SCALE: N.T.S VOLUME: 2.49 AC -FT LOADING: H20/H25 SYSTEM INV = 829.00 PALY.nr:Eo nn` �,:� aow O O % ROw zz aaoE aAM��R rnro ao' u,.9" MANHOLE-R i _GoIM 4BG MM w Sao ro AOCSSS MANHOLE RIM3A 0. A RE-7 Pc� MANHOLE RIM3"3.72, 71 A. J sano cvswcx STEEL PLATE DETAIL S77?UCTURE DETAIL (R_560) THE UNDERSIGNED HEREBY APPROVES THE ATTACHED (#) PAGES 836.88 100-YR E INCLUDING THE FOLLOWING: • VOLUME = 2.49 AC -FT • MAINLINE PIPE GAUGE = 834.61 2' • WALL TYPE _ • DIAMETER = 833.00 • FINISH = • CORRUGATION = TYPICAL SECTION VIEW SCALE: N.T.S. STUB INFORMATION PIECE STUB INVERT 012" STUB 832.00 024" STUB 831.00 018" STUB 831.50 01B"STUB 833.00 LOCKSEAM GASKET DETAIL NOTES • ALL RISER AND STUB DIMENSIONS ARE TO CENTERLINE. LIMITS OF ALL ELEVATIONS, DIMENSIONS, AND LOCATIONS REQUIRED OF RISERS AND INLETS, SHALL BE VERIFIED BY THE ENGINEER OF RECORD PRIOR TO BACKFILL RELEASING FOR FABRICATION. • ALL FITTINGS AND REINFORCEMENT COMPLY - TOP OF PIPE WITH ASTM A998. ALL RISERS AND STUBS ARE 22" xY2" 837.00 CORRUGATION AND 16 GAGE UNLESS OTHERWISE NOTED. • RISERS TO BE FIELD TRIMMED TO GRADE. • QUANTITY OF PIPE SHOWN DOES NOT PROVIDE — 1 P" TYP. EXTRA PIPE FOR CONNECTING THE SYSTEM TO EXISTING PIPE OR DRAINAGE STRUCTURES. OUR SYSTEM AS DETAILED PROVIDES NOMINAL INLET AND/OR OUTLET PIPE STUB FOR CONNECTION TO EXISTING DRAINAGE FACILITIES. IF ADDITIONAL PIPE IS NEEDED IT IS THE RESPONSIBILITY OF THE CONTRACTOR. CvoNTECK ENGINEERED SOLLIMNS LLC W25 CA— Pohl. Or., Suite 400, Wass Cl—, 0H45069 �:EC[�' CMP DETENTION STEMS U G BASIN #2 pRORPOSAL :m0 R. E. ••>a�=••�"._�>��•n,�n"..••°�,�e�� i" ism �RovE0 800-338-1122 513-845-T000 513-B45-T993 FAX N.E��.p SHEET NO. SARI( DATE REVISH—SCRIPTION BV _z N Q m � � N N LL J f W `L W w � c LL 2 _ V z z O U 022 lOo3/2s/2022 ALE: N.T.S. JOB ND 3210232 E'T A. JP. NOCOUREK, P.E. DESIGNED Bv: JLM CHECKED Bv: RJY SHEET NUMBER C6O5 N 00 ASSEMBLY SCALE: N.T.S VOLUME: 1.21 AC -FT LOADING: H20/H25 SYSTEM INV = 834.00 PALY.nr:Eo nn` �:3 aow 00 7z xao[ wafcrta rnro aoi(r� � omixl Rn, � w Sao ro J sarvo wsecx STEEL PLATE DETAIL S77?UCTURE DETAIL (R_225) THE UNDERSIGNED HEREBY APPROVES THE ATTACHED (#) PAGES 841.10 100-YR E INCLUDING THE FOLLOWING: • VOLUME = 1.21 AC -FT • MAINLINE PIPE GAUGE _ • WALL TYPE _ • DIAMETER = • FINISH = 837.31 2' • CORRUGATION = 834.00 TYPICAL SECTION VIEW SCALE: N.T.S. COMM M NAM: EC[I' ENGINEERED SOLUTIONS LLC J CMP DETENTION SYSTEMS W25 Centre Paint. Dc, Suite 400, West Chasten OH 45069 pRORPOSAL REVISION DESCRIPTION 800-338-11 T2 513-845-7000 513-845-7993 FAX STUB INFORMATION PIECE STUB INVERT 030" STUB 834.00 015" STUB 834.00 ADERPIPE LOCKSEAM GASKET DETAIL m _z N Q NOTES m M • ALL RISER AND STUB DIMENSIONS ARE TO D' N LIMITS OF CENTERLINE. ALL ELEVATIONS, DIMENSIONS, AND LOCATIONS LL ((D UJ J Q OF RISERS AND INLETS, SHALL BE VERIFIED BY W Y W REQUIRED BACKFILL THE ENGINEER OF RECORD PRIOR TO RELEASING FOR FABRICATION. W 0) LL 7 0 • ALL FITTINGS AND REINFORCEMENT COMPLY i V WITH ASTM A998. - TOP OF PIPE ALL RISERS AND STUBS ARE 22" xY2" H 342.00 CORRUGATION AND 16 GAGE UNLESS 2 OTHERWISE NOTED. 0 • RISERS TO BE FIELD TRIMMED TO GRADE. • QUANTITY OF PIPE SHOWN DOES NOT PROVIDE — 1 P" TYP. EXTRA PIPE FOR CONNECTING THE SYSTEM TO EXISTING PIPE OR DRAINAGE STRUCTURES. OUR SYSTEM AS DETAILED PROVIDES NOMINAL INLET AND/OR OUTLET PIPE STUB FOR CON ECTION TO EXISTING DRAINAGE FA ILITIES. IF ADDITIONALIT IS THE RESPONSIBILITY OFTHE CONTRACTOR. OXA PµE oM\F�R ` S,R� Ga U G BASIN #3 DATE; M/25/2022022 JOB 10, 3210232 J -PC K000—, P.E. BY: IL. CHECKED BY: RJY SHEET NUMBER C606 _z 2 KEY.O _ _ RE ROLLED 24-Mom{ C^q } 1 RIGID OR FLEXIBLE PAVEMENT ENDS (IIELCOR) FLAT BAND 2. GRANULAR ROAD BASE - 3. MIN FOR DLMIETERS THROUGH I IJA'(31. M mmi THK. 24'6S-M IW VwWIDE NEOPRENE fLA7 OASxET 18' MIN FOR DETERS FROM ,Dz AN RING $ 3_ LARGER MEASURED TO TOP OF RIGID OR BOTTOM DF FLEXIBLE PAVEMENT. S` b •. SELECT GW1NIl.AR FILL PER AASNTO GASKET SECTION 3 = 0 M, 65 Al. A2 OR Aa, OR APPROVED Q EQUAL. PLACED I" A' LIFTS (COMPACTED 2A. a R TO MIN W%STANDARD DENSITY PER $ AASHTO TSB.} ppD6Oj�pS (MIN. DIAMETER OF n m ? i S. GRANULAR BEDDING, ROUGHLY SHAPED ROD TO BE T718'I TO FIT THE BOTTOM OF PIPE, 4' TO B' IN DEPTH 3WTIUCK 2a' VypE 3 m V NEOPRENE ...... FIAT GASKET 535 �� L BAND -SIDE VIEW . FOUHOATHkAHEDOING PREPARATgN OPEN CELL NEOPRENE GASKET. ASTM SPECIFICATION 0-1056, GRADE 2C3, SKINNED ALL FOUR SIDES OF ONE,PIECE CONSTRUCTION PRIOR TO PLACING THE BEDDING, THE FOUNDAION MUST BE CONSTRUCTED TO uNIFORM AND STABLEGRADE. INTHEEVENTTEATL MFT BLEFOUNDATIONMATERIALSAIDEENCOuNTExn NEOPRENE GASKET ? DURING EXCAVATION, THEY SHAL- BE REMOVED AND BROUGHT RACK TO THE GRADE VATHA FILL MATERIAL AS APPROVED BY THE ENGINEER ONCE THE FOUNDATION PREPARATION IS COMPLETE, J g ♦' - B' OF AYELL-GRADED ORANIILAR MATEFBAL SHALL BE PLACED AS THE BEOOnO- " GENERAL NOTES: BACKFILL I O F- w 1. SLEEVK GASKET13) PRE RFOUN40. LL LU 0 M A OR EO 2. SLEEVE GASKET MUST BE OHE PIECE TOTAL VfIDTH OF OHE SLEEVE THENULAR FL SHALL Be AHED LU W = EUNE) THIS SITE ENGINEER (SEETEDTO00%AGUIDEUNESI THE MUST BE EQUAL OR EXCEED tf. Y SITE ENGINE R (SEE INSTALLATION GRANULAR FILL AS APPROVED S' W `n :..) gMATERIAL S SHALL BE PLACED IN B' LOOSE LIFTS AND COMPACTED TO9d°b AASHTO TSB STANDARD B. MINIMUM OF TWO RAENTATIDN OF BANQIAUST REST IN TIVa LOO PRDCTOR DENSITY. WHEN PLACING THE FIRST LIFTS OF SACKFB a Is IMPORTANT To MAKE SURE B(IENTATpNS ONEACH END OF PIPE. IJLI 7 LL W H A THAT THE 9ACKFILL IS PROPERLY COMPACTED UNDER AND AROUND THE PIPE HAUNCHES. 4 A MINIMUM OF FOUR RODS AND LUGS RE REQUIRED. TWO RODS AND BACKFILL SHALL BE PLACED SUCH THAT THERE IS NO MORE THAN A TWO LIFT (1611 DIFFERENTIA. LUGS ON EACH SIDE OF PIPE 2 O BETWEEN AM OF THE PIPES AT ANYTIME DING THE BACKFILL PROCESS. THE BACKFIL SHALL 5. Moog sFULL BE 11B'O.ALL THREAD ROo IS NDT ACCEPTA6LE. RODS DURING U BE ADVANCED ALONG THE LEMCH OF THE DETENTION SYSTEM AT THE SAME RATE TO AVOID MUST BE SMOOTH BAR TYPE. DIFFERENTIAL LOADING ON THE ARE. 0. GASKET TO BE LUBRICATED ON THE OUTSIDE BEFORE THE BAND IS APPLIED. OTHER ALTERNATE BACNFILL MATERIAL MAYBE ALLOWED DEPENDING ON SITE SPECIFIC CONDITIONS, AS APPROVED BY ME ENGINEER 1D-C BAND DETAIL 6ACKFILL DETAIL SCALE: N.T.S. SCALE: N.T.S. R PR ipN NoMi GaNS�R C "NTECH` ..��.�M� i�6 i ia�� 6;6;s ~o,o ; ,�,B T2D22 DRR o..rM TE: o3/zs/zozz JO _ ..«•........ ENGINEERED SOLUTIOMS LLC CMP DETENTION SYSTEMS DETAILS — ��AIFdEs.PKn ea¢s� Pan1e O� Sues A00. w�,ea.. off lsoee PRQ$AL e .� , JOB N0. 3210232 PROJECT MANAGER DATE AEV6gN 11BSCFePiioH BY . P]µ33B-11 z2 51}s,$-TOBO 513��T5B3 FAX T'p 3 MATS P. KOCOUREK, P.E. BY: JEM CHECKED BY: RJY SHEET NUMBER C607 CA) TEMPORARY COVER FOR CONSTRUCTION LOADS HEIGHTOF COVER, CONSTRUCTION LOADS FOR TEMPORARY CONSTRUCTION VEHICLE LOADS. AN EXTRA AMOUNT OF COMPACTED COVER MAY BE REWWRED OVER THE TOP OF THE PIPE. THE HEIGHT-0OPSHALL MEET THE MINIMUM REQUIREMENTS SHOWN IN THE TABLE BELOW. THE USE OF HEAVY CONSTRICTION EOIJIPMENT NECESSITATES GREATER PROTECTION FOR THE PIPE THAN FINISHED GARDE COVER MINIMUMS FOR NORMAL HIGHWAY TRAFFIC. AXLE 40AD8 PIPE SPAN, RICHES {tlp6] 1BS0 1 50-75 75-110 110.150 M W IMQM COVER ITT) 2.0 2.5 3A 3.9 1242 4&72 3.Q 3.0 33 4.0 7&120 3.0 3.5 iA 4,0 126-144 3.5 4.0 4S 4.5 'MINIMUM COVER MAY VARY, DEPENDING ON LOCAL CONDITIONS. THE CONTRACTOR MUST PROVIDE THE APOMONAL COVER REQUIRED TO AVOID DAMAGE TO THE PIPE. MINIMUM COVER IS MEASURED FROM THE TOP OF THE PIPETO THE TOP OF THE MAINTAINED CONSTRUCTION ROADWAY SURFACE. CONSTRUCTION LOADING DIAGRAM SCALE: N-T.S- SCOPE THIS SPECIFICATION COVERS THE MANUFACTURE AND INSTALLATION OF THE CORRUGATED STEEL PIPE ICSP)DETAILED IN THE PROJECT PLANS. MATERIAL TIC ALUMINIZED TYPE 2 STEEL COILS SHALL CONFORM To THE APPLICABLE REQUIREMENTS OF AASMO M274 OR ASTM AM - ME THE CSP SHALL BE MANUFACTURED IN ACCORDANCE WITH THE APPLICASLE REWIREMENT$ OF A.ASHTO M3S OR A$TM A7RT0. THE PIPE WES, GAGES AND CORRUGATIONS SHALL BE AS SHOWN ON THE PROTECT PLANS. ALL FABRICATION OF THE PRODUCT SHALL OCCUR SVTT'HN THE UNITED STATES. A 63R MA%., H&x5 ACCESS CA$nNG WTTIi GRADE RINGS AS REQUIRED, TO BE Pko—rp ANo TNSTALLEP RY CONTRACTOR_ MAY BE TOP MOUNTED (AS SHOWIN OR PROTECTION RECESSED. aa1 FINISHED ------- U� GRADE SLAG GASKET MATERIAL 0CMP RISER SUFFICIENT TO PREVENT SLAB FROM BEARING CW RISER TO BE PROVIDED BY CONTRACTOR. PJB-- HANDLING AND ASSEMBLY SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE NATIONAL CORRUGATED STEEL PIPE ASSOCIATION INCSPA) INSTALLATION SHALL BE IN ACCORDANCE WITH AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY ISMOGE-9. SECTION M. DMSION II OR ASTM AH)O AND W CCNFORMANCE WITH THE PROJECT PLANS AHD SPECIFICATIONS. IF THERE ARE ANY INCONSISTENCIES OR CONFLICT$ THE CONTRACTOR SHOULD DISCUSS AND RESOLVE WITH THE SITE ENGINEER. IT IS ALWAYS THE RESPCNRBILTTY OF THE CONTRACTOR TO FOLLOW OSHA WIDEUNIES FOR SAFE PRACTICES. MATERIAL SPECIFICATION SCALE: N.T.S. SECTION VIEW H �a 9A BB NS DA000141L TRIM __ I 04 DUGDlNL TRIM -`T^ rY`� BAR ITYP. A PLACES), I 1^� 1 _� I BAR ITTP.i PLACESI, SEE NOTE T- I II 4'4-♦ 1----II SEE NOTE 7. - i- -� f' -� TT __k_____1_ _ C__-- -- 4 2•covER I (TY ) L L L Its �� .N,•�.Y 1A`v it +Ir 11 ' y N OPENINGIN OPENING IN -- _ .-,4.>v `�_a __ ' 1! 1 __ PROTECTION ___ 1 s.__� PROTECTION _ -C _ ____� -��- '-��----] r - �.A--µ� -- SUE FOR r--.--1t-�--'Nr--- �-=7-� ._ ..p SLAG FOR I 1 , . 11 CASTING 11 CASTING 11 ` T — 1- 11 II ` �- v h IT INTERRUPTED BAR 1 INTERRUPTED BAR __rF_ I____yl L_ Jl1y=_�� 1LJ REPLACEMENT, SEE NOTE B REPLACEMENT. SEE T �'V 11 NOTE & REINFORCING TABLE —BEARING CMP A 0 B REINFORCING PRESSURE RISER [PSF] • 04' NS 0 iT OCEW 2,S40 4k4' NS 0 1V OCEW two 20' 0i•4i 32 NS@1vocEW 2.260 4'-S.•4'4' N6090CEW 1-870 PIS 38' N5�4 pcEw 2,0SV 5'><5 aS�dOCEW 1-00 D S'4i i4 N5�8'OCEw 14110 F-r.5'F 115 QrOCEW 1-370 4B' 08' ` 46G rOCEW 1.210 B.xB, .407.00EW 1,x70 ASSUMED SOL BEARING CGPACTTT A — STANDARD STANDARD REINFOR=NG. REINFORCING, BB SEE TABLE SEE TABLE ROUND OPTION PLAN VIEW SQUARE OPTION PLAN VIEW NOTES, I. DESIGN IN ACCORDANCE mT1 AASHTO. 1Tm EDITION 7. TRIM OPENING WITH DIAGONAL A'4 BARS, EXTEND AND ACI 350. BARS AMINIMUM OF 12-BEYOND OPENING, BEND BARS AS REWIRED TO MAINTAIN BAR COVER. 2. DESIGN LOAD H$2S. B. PROTECTION SLAB AND ALL MATERIALS TO BE 9. EARTH COVER - I' MAX. PROVIDED AND INSTALLED BY CONTRACTOR i. CONCRETE STRENBTH =4,DDO pal 9. DETAIL OE5RIN BY DELTA ENGINEERS, ARCHITECTS AND LAW SURVEYORS. ENPWEI.1.. NY. 5. REINFORCING STEEL= ASTM A815, GRADE 00. S. PROVIDE ADDITIONAL WU LO THE INTERRUPTING ED. MANHOLE CAP DETAIL HALF EACHSIDE. ADDITIONAL BARS TO BE 1N THE SAME PLANE. SCALE: N.T.S. COMM,ss�e>la oio +a71rm1B C� N' ..n.,...rw. ENGINEERED SOLUTIONS LLC CMP DETENTION SYSTEMS _DETAILS DRn El NwW.CONINLNES.Gom deA 4'.Ev BEGS Came Pow Dr.. 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JOB N0. 3210232 NFii P.OK000UREK,R.E. OEBIGNEO Bv: JLM C700 PLANT SCHEDULE SITE RncmEAvervuE crH roNIFFa-Es colwxx4ME eoTu+lcuxueE — 893 JIII i 1 ': 839 844 nUSTING ET v eweo n"ENcer — >syr- �I 1{ I Dauo BIORETENTION BASIN TREAT—DETPERMNEDW Hc1 � / "s� � �\ r \ EraTeD aR T SEE DETAIL BELOW g' Foi_ /�/ 111 wnMPre N��s.rnoM1n \ \ \ I RE TmE`N of E INED o"rwTMiriER EGTER -N— t= \ \ I \ N •B 5 _ — 83 3 ¢appU6 xxlME o 3 3 I eDiul euxeME a \ N \ "t _" "� y �c,IC I Bat L201 I Try 4�,FrFmmaxMmx nwrbmaM nwmFwan N a" _ _ - \ � "� a \ a45 _ fit•' I 1 O FmPnMuxxwum ripi�uemm�ere'F'mpn TN z -- L203 �I . - L202 I_ i sI I W m a �Nm Mn Mn D W 110 4Pa,aE. Mmn�Momn,�,a,M a 3 III ^ O.H. / — _ —I 1 1 \ \ 9 39� \ I., DECDIro B9TPN CAINNAE r i Io °E k �� nem�mu��n - �, DN. / / VA �./ww�M.aPa ft—W.,wM D.H. 6� III p �� aN L a or \ti DUrooDR _ —AI � Romps �_� w�H p x�--r— D�,Nmm,Nlkw RE S Rp Reec -�� o 4x�,M1x r D��II,l��nm 0C-G.N.- Wukl3us'Cema GW nn��Ko� g m r� a t Q O w 1 1 �.7 v ,_ �IIII {} w v reGa�, �.M1k ,4mM1ww�ro UJ _yo� > �E w > �. DH I —' o Go "I �—=�=BEsA��aAdl�� ,4 9RN4MENTUGPNGG g N I I I I D \ 63592REGEN ' MSKC2REGEN I IP D Clalenre5ry5Mkn Gieu Penun NOeMm CM1rymreSlry w192 GFNCT IT W192563C] REGENCY IT MSKC2I JJDDt i I n IPLANT SCHEDULE INFILTRATION BASIN O M ewmmcm minw mmm �`M\N Ry N OMMpN�� Po PaD E DURINCDDNSTRUDnDNlk,vl� PR N tR U �t\o � \ � �� swmowa ,a•so�lk9 N �� AME xm. �E � Sq Kn what's below. \ l . EwsnN.—E-1—TOREMaN oC2II before you dig. / ' 3v e,o-m,Fns.aa umrutlremn 41rc PDT 1e--S 1e ac \! PmICHT 2022 p�a / \\�\ PMa P.mNo EcnnevnpelHe 41re POT 1e•sl�ma 1e a� x EwsnNG TREEG TO BE REMoveO WA BE—o =Szozz BD' TREE PLANTING NOTES CITY OF MUSKEGO NORTH JOB No. aztazsz / aza w»e ,g,mm Mm.,mnNw 41rr POT zrso o :na NOTE THE LANDSCAPE NST-LER MUST CO— THE CITY FORESTER PRIOR TO PLaNTNc. or cr MAnacER THE EmxEasEA1=A1vcwswr of Rasatx r+c. II ® 313 SxuM1Gma Fnam xryeMm 41rz' PDi uaF NOTE2 TREE8 SHALL BE PLANTED NACCORMNCETO THETREE OM THECTY FOR STER FOR DES GNEp KOCOHJW UREK, P.E. f�, 1B `n9 ANV SUBSTITUTIDI ONSORPLTERATIONS TO THE PIAN. BY: RH O 2S SO 'IQQ CHECKED BY: RJY N�E.T�RcssE0 l"m,Y waV=r swn, rec - ne r.un: conHlmre� P.mm 1 410 PDT 1e•sPacma le om. NOTE- ERcaounD GRAPHIC SCALE SHEET NUMBER BIORETENTION BASIN ununESL_TEo Ev DIGHOTLINEPRIOR To wGI TION. L100 W W COLLEGE AVENUE C.T.H."HH" _--'- ------------------------------------ ---------------------------- ____ _ PLANT SCHEDULE NORTH BRC FIX P.eenaaar BwNbwsonw J�unpn¢vlOnlwa'T&1. I TA � 10 Bela LypeM DECIDwusrRE>:s mY comNoxxM.E 11 am Am ylm iamaumaiamrvm I Hr e 080 soraalcM 2: RaDr woe rmrmm ee caM�,m��a Pa1�m:' zcu ess wem�omn DECIDWUBS1WBs tl1Y ox xu.E a�mMamFureBDv'F CMkWr GGIrJibe uammM1m O a BOTM'ICNNNAE SIZE ROOF Noniem'Y i{a'Nwm.W Commiaz �iaenw RryarawsmWoum'C—Gl. FTrwmOuem'Abllm'-WF TR �m Aws a an m �emsoa.n s1, F: I rwmm �sxr wur. RIM acedhNe ntlutlmgimna .1 N GM Gmen�� ummr Imw rea pa.M 12 vnlunmr JU Pnusmnzmmlu Wiamrein S I .M1ly Mndatlm9rtuna EMnr�s w2 rerys�M1 oaaa m'clieremesry r�lii mireMm sw 32 TamvmHaomF.ea smmeo INUI 1. NRmaMm— HI 20 ,, eum WO Hememmllis aF, wm — POT Irs,, FMP96 Z a ¢ o w = TREE PLANTING NOTES - CITY OF MUSKEGO LL C7 a W O NOTE1- THE —CARE INSTALLER MUST CONTACT THE cm FORESTER PRIOR TO PINTING. iLLJ G NOTE 2 TREES SHALL BE PI -ANTED IN ACCORDANCE TO THE MEE PLANTING DIAGRA.. 7 LL NOTE ANY SUBSTITUTIONS OR AETEWIONS TO THE PLAIN.oM THE CITY FORESTER Fort Q /J / NOTE OF THE DECAPE ERGROUNo I UTILITIES LOCATEDBy DIGGERS HoiuNEPRIOR TO INSTALwnON. I Oki NORTH 0 10 20 40 GRAPHIC SCALE EXISTING VEGETATION TO REMAIN Ex9 f%,,,%ES a/rT£i+Ca+SErvr aF nn.5Wnµ 1.vC Know what's below. Call before you dig. —, mww xocxM a�Nnvw,wa PRE 01, C, #A Ga S1R0 y COPYRIGHT D22 ,ARZ. M/25/2022 = 20' JOB He 3210232 PROJ MANAGER MATTE PT KOCOUREK, P.E. OEBIGNED BY: RJW L200 W 71/// IIr _= ' d \ it SALES I yIl d 1 � eA L200 TCH LINE OUTDOOR YARD ELIVERYA„D v1 i GATE II li 1 II 1 I IB) WA I 1 .B� a uwry � � T eu \ 0 ` - - -- - -+ - -- I p)wA ,2,TJ TRASH COMPACTOR f / i +� / , / --- v---------- CUT.00R 1 1sAies /I/ --'—_—eat--3_i— aDIYl(a)FSaFIeetlPmrm - _ -----e - - --- I MATCH LINE L202 PLANT SCHEDULE CENTRAL cowlERmsEs mY caMMoxxMH eoraNlmL sff Rom wRRs Tj �s Ta�xg�lPeemreua wx�xMrelx . xr aaH amwa r a wx ory Prare amanaaaeaD cxM«iwa,ui�a na��aace HUH'1.L GGN I15 IC UR��W SJCRce D' HeiW copauE and JutPa a waEtluenirens �I ILYsCw SFSPD iT ENTA mV O]MMO ip..N— 9 M4RXa ISN DIµwM P wmxpv'Tele iGN PoL Knowwharsbelow. Exxus mr cOMMonxrME eoTµlcurvrME ssff Rom Mwrcs Call before you dig. w 11 11IRP Na SIN Hax.«a N,mI HR 417 POT 1eswI,g NOREE PLANTING DSCAPE IrvNSSuEIER MUST CONOF TACT ETM FORESTER PRIOR TO Purvnrvc, NO ING NOTE2 TTHE Arvvsuesr TunoST INSTALLER MUST RECEIVE EAPPROVALNS TO THE LEEOM"TTHE CITY roa STER FORNOTE 4 - IT IS THE RESPONSIBILITY OF THE 1,NINDSCAPE INSTALLER TO HAVE UNDERGROUND ooPROTECT DURING C=CTION PRE pM1P0G SlR- Ga 022 IEIL D3/25/2022 NORTH RGMP-2W JOB NO, 3210232 PROJMANAGER MATTE PT KOCOUREK, P.E. DESIGNED BY: RJW CHECKED BY: RJY 0 10 20 40 GRAPHIC SCALE SHEET NUMBER L201 W PLANT SCHEDULE SOUTHEAST — � in om sHx z soeOlnea�.xoav so<�a cleanraea�amm:Dave: xeu ens s�ua re — — INDu n3sw�e�R.ow .1W a Or, c is HT NruGusses Dm M B eye Y Cmse Penw ge eyenrceny'� Rom wnxs toAL POT tCepecmp XE st HIR, wm YY xeremaus WPY ms t¢ Poi1 tf BpeoYlsn9 yy 8 g 3 GO PROTECT DURING CONBTRUCTION 3 3 z EXIETINGVEGETATIONTOREMUNV TREE PLANTING NOTES - CITY OF MUSKEGO NOTEI THE LANDSCAPE IN —ER MUST CONTACT THE C- FORESTER PRIOR TO NOTE 2 - TREES SHALL BE PI -ANTED IN ACCORDANCE TO THE TREE PLANTING D—RA.. NOTE om THE cm EORESTER PLANTING. FOR L Z a LL a w UJ W Z 0 a J ' Know what's below.11 Ca11before you dig. NORTH 0 10 20 40 GRAPHIC SCALE rN[[xPR[ssm mnn[x ca+s[rvrorn n.zwrrx."C ,NceR mwwncxocRwaoNnvw,wa PRy E��M1FpR ON PR NpT RpO�� G00 ©cDPYRIGHT zozz DATE: 03/25/2022 = 20' JOB NO'3210232 PROJECT MANAGER P.E. NOCOUREK. OEB GEo B RJW CHECKED BY: RJY SHEET NUMBER L2O2 W IM I I A I I I Z N � \ U W C) H Y I rQ \ I e �II f F I / PLANT SCHEDULE SOUTH EAST SCREENING —� caxIFERTREEs mr conlxox uuJE emnnruNxnE sEB Rom ow>RKs eReBME FH�Mveaw 51 auaRRaSwce � 7Wmea 7 UHi ggR FuNN+nGIetlm NepouM FNrvoaea�eammeP��a _3. a_ UDnn Relnerlae TM �• —lal wv / r RC a RetlC# olemuntn aNl US t EIC I' 'LA IZI6Px I —m 3m 111UNI TREES TO RE -IN 00 r� . I I: I PROTECTDURINGCGNSTFH__ ii e I r I EXIsiING vEOEranoN To REMAIN L202 � I ---- _ MATCH LANE — — ---- —------------- _ _ ---- —-- ----- — 3�Ro (� PH I TREE PLANTING NOTES -CITY OF MUSKEGO z s' Nore, THELANDBDAPENBiALLERNGBrDONiaDiiHEDTYPOREsrERPRORTOPaNrxG. Z 2 — — ----- _-- —" W � _— — —_' ----- _ Is)wsz Norez rRees snnu Be Purvieo IN accoRonxce iorrve TREE ruxnNc olacanm. — .... � R Nusr RecElveaPP Rovu rR Note FROM THE CITY FORMER FOR axr sussTITunoxs onaLreRanorvs iomEPurv. UNDERGROUND rvore a -IT IS THE RESPONBIBILIiY OF IAxDBcaPE ixSTULER TO HAVE UND Q LL 0 W U a N _ � ------------ _ ________ ununes LOCATED BY DIGGERS HOnwE PRIOR ro I—LAnoN. W Y co Q _ I11 aRC "86,---� (s)Nsz LL Z LU (s)Wsz J I_ (s)WS2 BRC 0 U) PRy NORTH OV" ON PR NOT,\Jr, GO01 0 10 20 40 ©coPYRICHi zozz GRAPHIC SCALE DATE: 0/25/2022 = 20' •MIrA rHE[xoR[ssmwAn croxs[Nr or nn.surN cvc ' JOB NO3210232 PROJECT MANAGER P.E. DEB GNED BYHU JW I CHECKED BY: RJY Al Know what's below. Ca11before you dig. ,vccR'A,w ocRwa,orRnvw,wa SHEET NUMBER L203 W 4 3 7 MATCH LINE snz' I ' �� l '�' ►gip a ,��;a � �i$ � i� _ 'Apr ✓e .� a I► (oil (1n�r d00�7 ■pp �II�. Ir o „ I PLANT SCHEDULE SOUTHWEST ,o T. = rJ �wexy u TM PWS S pnmpny wmerer p NmYWNm isM COM RGREEn9XWR4 D, (pMMLN NNn W S¢EROD, T ODNT.R BE EIMRMS 51¢pOW �S ,am P., Peea SpmWusne�nuep are SGeL For p W M W IPP,rsft e 4 rom.v , N,—, TREES TO REMAIN DURING CONSTRUCTION NF rva.Ee E THEEs NDS- 111ILLIR "U RONTACT TH CITY 1 RLANTwc IORTO PINTwO. ES FROM THE CITY FORESTER _ SUBS TUT AL jo NOTE - U11THESLOOATEOBYOI .IERENONLroPaORooAIN9TALL=I E-ROUNOOR z U) IL w LL a 3 w 0 0 J do NORTH 0 PREaM7710%00 NSRO SON1 0 10 20 40 GRAPHIC SCALE 9E: 0s/25/2022 SCALE: r = 20' JOB He 3210232 PROJECTMANAGER P.E. rXE[xoR[.ssmwAn rnxs[Nrornn.zwrrx. cvc OES GNED BOOOUREK. RJW CHECKED BY: RJY Know what's below. Call before you dig. ,aE cxPRcssm w,wrrcx ocRwssra, or R.n.vxw, wa SHEET NUMBER L204 W 00 1 TREE PLANTING DIAGRAM - CITY OF MUSKEGO srore roda,e ro me mPa —mP va dmml bd... rem. 2 3HRUUBB PLANTING DETAIL re.zoza apex -0z r` 3 SHOVEL CUT PLANT BED EDGING DETAIL VEraazazpa,aau,p, rw porer.tial piamm itu�iona mum be eubmmea In writing ens epprovea byme generel wntrecmr orownera repre»matrve poor ro inamllation. al puma must be Inawlea es per sizes ennwn m pant material ameaule, unie» el oantrecmrorowner pr»enm,rve. iW poenealc p sws shown p e ppxpr cod veeim t enm mud ee wbmitmd inw a emne p Mimd Ae rel contra pr m 811113 roe by CDatxd Documean ea 11a0vc repm»mem fee olwet to owned lore minimum mane 111 yeareom me Gatemeubatermal pxiencampldian. onry one repm»mentperplamwillI»reapbeadu gwe wary iry pe�ioe. enr.�g�astorbray�rAmtams doe mm'iwra m compNwim spsddrea regairerrerire. Regasemaria anao ba prams m,rre dams venal spedrwa oa tie plan era closely mace aaiaoem a —ISIs I. s¢a. Eammpmoa.ae�p �,en a n redarroaa.w.r gp»eaa:aaa aapre Hera spores»aa:nave atradar »�be, m ePull �pt wm g ym®dneae mba ammo p m��.Maeeaw»eeeaarea. 1. 2. cono-ador m vedy all P ,...mme. shwa p 1lid aaa very vn p .Room»y disorepaacies immeammN m e rel coatreomr. mmmiiam p xneed a relw—A, d d.misl p1l hSIcommaoce. died only byaamm aererwe apPiirdaraaaoo�er,�n2weex.Pdmto»ed'mamiiaeon.P b.dareaste amaximp aproaf,mm.Prepaa„ oee,am n werer:d a i 9 so,.rcap : deeroa»»atr..d»y»ilrlpmpaexr.l1mm1nda N,Dab.tmdiil»sae ei a�ee 1.4 »edc ; da ,,< ep layer of usury ameaaeahamwmaban mode loot envimmudeL al perennial aaa omam.nml orate piamine areasroreceivaa rlayer aaa emunam»rareas a,-r iaverd me same maim.mad mpim__l now.r o era la_ ual°o n e 1,61 N.Ald b. d angmmm»rorau g oug geeing aperaama. Plan 9SIm> namanang 2_ by gsanerel/eretll 9weimedarnm naurel B9erm damM �/9re 3. yait to xentaee seneKKdlt�eci yl(<tne ewsti gsueaoil lswl shall ee freedxalia,coarse ap ,g I, srwlre, tress, xo puma n pent pam m any noxious weans. ddamiaeboas and parking lot isiamamay re .aaitiea.ltopsoilmbrine toHaimgrade. exwn all piardng idanasam danene bean not aaiacemmbuiiairgs,aminimum o,sm preNae pro»ran age.unl»s dnerwl»apedMa. all obrergnimea mnaacapea areesrobe =moah. ummrm and proviso podirve aninage away from ewcmrea and pavement. vaeon and removal munwarima memdel A—debris roots aM oteer extrardo» matenal namrm p gm nn)m pen p .pdeme ig aeemcn pm�lg ae ur)an me 91.d.l Il seeded areas. N se reroe,ran eppmie'SP.ift soda spec- tog 3. m.mws d mstalmeoa may ry I me di. —II d me laaax wao-adoroa Homer r»ponaib'aiyro esmdim and gparamee a amodh. unilarm, godly mrf and».aiy=eases rree»areas. a, pally seed insmilamaia eeened»dawn,: r�sPom lareermaa, aw.re mot 1� as =modem of Npreey Amex -ANSI ZSIT (iamdvereroa). cmerel 1 ett p w lay t yp to toot .re meaor, romPromx.a, aaaemxee, aisea»a. il aspmee m IAI mrxrredN.re.m.p cwndeton of ma inatallagm. Tn.11 Hower ar»e.wnkaba lmAua»waemng. edging. mulcnlrg (onry li regwrea). lertlIll elmmlrg.aw»pin9 up grass cllppings. prpnlrg and ciyd Muskeoo Tree Flaming 0laerem. 2. swriry ode walla dyo-»mtr ;wmmea aaedmot Hare. R.mo».x»»aoilfmmmpdramb.lI n S.d. age Ircappo»bid) o-om,op me•mxe 1,/al of roo, ball. caremuy bead remaining wire gown m me bdmm dme ndeonre wa�e-mtm'a ma ae;m mo°ea ea9-11: a n;c�el�es prei dpeonac+,ioaa grea6biA IlyrYpplag. n.am ap apibrnp aapwa. M...m yg I.e yr y .ma... Edg..il pl. ae swm.g p PAl,d dg.lmo»I wt orm.maaKaD. B.mm.s are to be mrdap..s p.r SM. A d. easel., mtw»alawa.ae pram - r.gpirea. TREE NTING NOTES - CITY NOT THEELANDSC PE INST�E MUSIC DONTAC TH NEmO P PRIOR GTO PLANTING.NOTE 4 - IT IS THE RESPONSIBILTY OF THErDISCAPPREJOINRSTTg�ERTLO�HTAIVE UNDERGROUND N J_ LLI Q e0 li ((D N p W Y Z Q W J Do LL F O Z • ISPAN rwE [xoR[ssm wrn[N ca+s[wr or wa.surrx. cvc Know what's below. Call before you dig. ,NE cxPwcssm Nwrrcx ocRwssra, or w.A.swrn wa PRE 0M\POG �GN Ga S�R� © co D22 Ibl LATE: 03/25/2022 a£: NOT TO SCAIE JOB N0.3210232 IR.IECl MANAGER OCOUREK. P.E. DESIGNED B NJW CHECKED BY: RJY SHEET NUMBER L300 W 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: North Cape Storage —Public Improvements /Engineering Approval Date: June 13, 2022 The City of Muskego has reviewed the North Cape Storage plan set located on the east side of North Cape Road just south of Loomis 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/engineering plans to move forward contingent upon all City of Muskego staff comments being addressed. Recommendation for Action by the Committee: Approve all public infrastructure/engineering for North Cape Storage development contingent upon all City of Muskego staff comments being addressed. 40 / �CV / engineering �Z - civil design and consulting / SOL MOUNTABLE CONC. CURB ASPHALT PAVEMENT Nor TO SCALE NOT TO scut Z o / m / / se.ef PmxP xou.. o / I /sue/ Is— .,,I IIN. I IT— grvSE PRr -,A, W �taO Qaa , my °35q 0y/ / s.z e $ / N 02-39'02" 1I 206TI ' �l E E E E E E W /� ,ojll Gsb° �rq1 E E E Ex'enonesE E E E E z ELOt4 E E E E m L z // o PROPOSED BUILDING 4 \\� E E E T41,1%oc)f/E E E W / Oa) loxes z.1oo sF \\ \ E3'e E E E E E g E E U / / \ AsvxALT PROPTOSSO\\ r o E E E E E a N �, W L. see ocrux z aN� \ E E E E E E E LPL/ L. PROPOSED BUILDING sB &0 �\ E E E E E E E iU V DO PROPOSED BUILDING 5A (1°) 1°xT° ;°°° s.P. svxALT (,PO z'BUILD toxls°R�,o°o s.P. a \ E E E E E E r , A \ sTORN INLe Zaa• a \'m "L E E E E E LI s.o 12 Ou tlot 1 N 25.416 s9 it. A e �'� yaa mM iAxxEr (N5xC1f5995t0o5 °'� °'r \ \ 550.7r' s/A sedan s5 1.0 S 00"25 "41 " E �\ SITE AREAS TOTAL SITE AREA = 142.187 sv. (a.zea ACRES) AwEs) PROPOSED PAVEMENT - S1.sse sR. (niss acRES)so .F. (1.aasncREs) [4zx aF rNE s 3 PROPOSED OPEN AR°UEnhAHoscAPE 3nREn - el.Sse s.F. (Lars ACRES) [sex of THE SITE] xo-. RIcD x�uu-A -IAOIOS d � axN v svvuTM oPdournx ssT Rx. wAN—>. we ry Tx x aTx AST Tx ED ND PP® o cosy ro rT cxv. o A—T. As oETdxweo Rv — cITr,S F�vRESExTAnvE AT .1 [rods[ a Txe coxTRncTat Axo ASPHALT SEE oIT UL I a Px NA \\ m PROPOSED BUILDING 3 loxzo 5.ob S.F. \ E E E EgB 1 v O (L5) -- __ _ ---- _--/_ -- --ovd __ _____ \ E5tr.9TE o R LPROPEaT.LINE w,,, xea w 878.74' xe !ay of F.mua1 00 CN.N E EAsexdT uiLwAU. GRAPHIC SCALE WE NO.: 2158R5 OCTOBER 18, 2021 REV.: 01/0612022 REV.: 05/03/2022 SITE PLAN C 1 , 0 NE - DIMEANIT�a Me; ... mA roP STAND PIPE T°� ORNncE �,�II—I—------- — x� -56 .8-0..,6: ON — IN °aB1ss IIF x. 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OTT OR MuwEDo oxxm RDADwnrs SxuL NOT BE use0 As xHOURS IN AADUV Rwrzsw ANY PRECAST STORM INLET REME wIRm E°xsmSHA ucn°N N EITIN PRro To STARTNO MRx. NOT TO SCALE 5i.�i q _ �0 LIRA', O5/ / °iAI,"�eo2� Y' .eO..T -a �. vAu d ar" 3y / ,% ,°' a Ix E-D m..9 d S"MDPMENT"AMSEXPENSEMEET SmI PPo,EssIDx1 Ex 1 . APPRo.ED As-EmLT —L EE sTAMvm AND s0xm EY A / ; ' -� / �°' �SEWER M m R OTE'l PL xmE AT REQUEST By I—T. ORMwATER uANADEMENT MAY El E / / _,)• a IT g1IId l l B PROp/ sE0 BUILDIN,'C ,•'a .-.f i/�o I 4 E �aw.E Bos.✓gas. aoD, eoa:� M{EwER ETD w PR PosEO; 6uILDlryc s6� 8,0,,DxO,.000=F. \ $'• PROPOSED" I.2 BUILDING�SA 5�OA qlu�. ",,l N2�),Dx2a...00Rp-, i� (Em,D,x°"E.DDORt. s -- aBya o1✓ /o h / p 9-cS''\'9 ` °Da Epsks �eo . 4e9 ley �. ROD yak\\ \ � _.\ \ roR.,R- ,0 80I1 ooAN e04B e°s.s (1 AD�u xRB% \ 2 12 --' � azs�t r'I :,�^- P-dSED BU16ING 3; � a"„1Pw"„�°EOM�o nA ox°l xvLowt rAxxEv. 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DARN SIT>„DP�PF pTE. c°xmACTON wnu eE PERuiTTEo To REuo.E Au ERopou coxmoL T uuxTAw ALL PRA n m„ REV.: 01/06/2022 a vLox sxnu DE rcsvT ou aTs AT Au Huss DuawO oS"`N`C ye n 131•Ac 9] c• REV.: 05/03/2022 QS EROSION MATTINGA"DNVIN-I AND Pno 1 AREAS.—STRDCTON.EROSION wmis, wn•aTs lar 9s mGE.N As xmsss.xr To © DEWATERING PIT F MARTIN A SnRR,ER. ,„y�� AS oN of ens LRANEG ARE AuoxEo TO couusxcE rmRrc CII asPRov.L FROu Txs pTr wFry TxFr OR NON Ory ervo - r IN cax GRAPHIC SCALE aa) u 7ATF AND ..—MAT Eesii(Au R. ALL ACTLAnos SHALL "AI DouDL1 SILT Fsxcs AROU11 TTEN. —El— CorER. TT AINTA. A xOORous. DExsE � (�)"pE LEGENDD ATE EFF ADNR TFp1xCAL STANDARD 1D D iuOo `DES—E ET SOL -----805-- — — - Exlsnrvc cONTouR F xsmsD mRAIRs Flu eE RSRF=RusD Lv 1ACNNxna (zei-e]a-EOlij °roR Rswsw AxD APRRovAL Paoli TO Couusxp„O cLEuarvc eErORE THE Erv0 w EACH E oR TxAT vnu oRx7DA sasT F=R I Inm = m n ® 802 PRavosm ELsv.noNAND PROPOSED IONTFIR ITEAMY.. IS RE.— L TFuvORnav uFawRFs DAv. uOFE 1. 1a DAvs. rra RO5EROSION CAN TAm PLACE OF STAUCT T OCn0 s FRF RR RF SEEN OF �DPDRmOPOSM sL: „DFTAIT II T °°NR-^Nn° F;LLD SITE EROSION CONTROL PLAN C3,o --� LAND DISTURR.OF - TDR,]w R.F (z.51...) 1u AND IGIR STANDARD ALL E mDUR N xrz DF E D Y D W 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: Durham Place (Moorland Road to Hidden Creek Court) — Pedestrian Safety Concerns Date: June 13, 2022 Paul Nowak reached out to Alderperson Wolfe about safety concerns along Durham Place from Moorland Road to Hidden Creek Court. Mr. Nowak wrote the following: "My wife Amanda can see to Moorland easily. This has brought up an issue. Multiple times we have seen close calls with traffic/pedestrians. There is a path on Moorland but nothing going east from Moorland to Hidden Creek Ct. This section seems to get used a large amount by kids/pedestrians walking, bikes, etc. We believe this to be due to the park entrance at the east end of Hidden Creek Ct. We think a path needs to go in between Moorland and Hidden Creek Ct. to minimize issues between traffic and people. The road is just wide enough for two vehicles so when people/pets and such are involved it gets sketchy plus the sharp turn. I will include a pic. What will be done? Even my own family has been scared walking to Moorland and we know it's an issue." I have attached an aerial picture of the area of concern. The police reports show 4 accidents in the vicinity in the last 5 years, but none involved pedestrians. Here are a couple of options below to start the Committee's discussion. 44 Option 1: Construct a 550-foot multi -use path on the east side of the road. This would be the safest, but most expensive. This path is not on the City of Muskego's Future Trail Recommendation Plan. Option 2: Add a paved shoulder 3 to 5 feet along the east side of the road. The width would vary on the topography of the land, ditch slope, drainage flow in ditches. Option 3: Some type of warning signage. Here is an example below that could be modified. I X-ING I Option 4: Do nothing. Option 5: Other ideas? Recommendation for Action by the Committee: The Committee should discuss various options or ideas and provide a recommendation. 45 6/3/22, 2:06 PM Google Maps ?o gle lvlaps Mahan, Place 41 (r �• ,. �, �, f� It t* rp�+74. r . Mr, ( �(►C. r j p1r f.sL e,- '� J 1 'T► I �i!�i 1• � �*ram •Y V �� p` v :,\�• �,�,.� : � � i r ., _ ._ 1 . — .f.. fit?' _ ' 107 e N'3 % fit._,_":` A+.... F -' � �� , • , + . ` •.% , r�� ;��?4��r�rr \ � :. t }_,.,r,��"` � ''. illA�l lul^iaCillifa/;�1 j � 4i, r ) a 1� . 'f1 �U ► e�A: i7r. 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