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PUBLIC WORKS AND SAFETY COMMITTEE Agenda Pacekt 10172022CITY OF MUSKEGO PUBLIC WORKS AND SAFETY COMMITTEE AGENDA 10/17/2022 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 be C21 of SKEGO UNFINISHED BUSINESS Discussion update and possible action may be taken on any or all of the following: NEW BUSINESS Discussion update and possible action may be taken on any or all of the following: Muskego Moose Lodge Vision Triangle Exception Request Memo to Public Works 10-17-22 Muskego Moose Lodge Vision Triangle Exception Request.pdf Muskego Moose Lodge Vision Triangle Exception Request.pdf Compensation for the Vacation of the Kurtze Court ROW Memo to Public Works 10-17-22 Compensation for the Vacation of the Kurtze Court ROW.pdf Kurtze Court ROW Signed Request Packet.pdf Muskego Biotech Public Improvements Approval Memo to Public Works 10-17-22 Muskego Biotech Public Improvements.pdf Muskego Biotech Civil Set.pdf Request for Crosswalk Pavement Markings at Woods Road and Plum Creek Blvd Memo to Public Works 10-17-22 Request for Crosswalk Pavement Marking.pdf Crosswalk Sketch.pdf Request for 3-Way Stop at the Intersection of McShane Road and Coventry Lane Memo to Public Works 10-17-22 Request for a 3-Way Stop at the Intersection of McShane Rd and Coventry Ln.pdf Looking East on Coventry Lane down McShane.pdf 1 Speed Study Summary.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. K CITY OF MUSKEGO Staff Report to Public Works and Safety Committee To: Public Works and Safety Committee From: Scott Kroeger, PE, PLS, Public Works and Development Director Subject: Vision Corner Waiver Request for Muskego Moose Lodge Date: October 17, 2022 The City of Muskego Public Work and Safety Committee has received a request for a vision corner waiver for the Muskego Moose Lodge which is located at the southeast corner of Janesville Road and Crowbar Drive. The property owner plans to erect a sign monument within their property in an area defined as a vision triangle. The Muskego Moose Lodge has provided a very detail and thorough request which I have attached. City Staff has read their request and agrees with their assessment of the situation. Recommendation for Action by the Committee: The Public Works and Development department does not have an issue with this waiver request of allowing the sign monument to be erected within the vision corner. The Public Work and Safety Committee will have the final decision on whether or not to allow this waiver request. 3 Iq Muskego Moose Lodge Vision Triangle Exception Request The Moose lodge of Muskego located at S86 W21693 Janesville Rd (the intersection of Janesville Rd and Crowbar Rd on the southeast corner) is requesting approval to place a new monument in a location on our property that falls within a vision triangle as defined by the Muskego "Ultimate Right -Of -Way" document and the Muskego ordinances which are used by Muskego to determine the sign locations. As per the sign code a sign can be located in the vision triangle as long as it does "not affect safety" We believe the proposed location of the sign does not affect safety for a number of reasons including: • The intersection of Janesville Rd. and Crowbar Rd. is a controlled intersection with Crowbar Rd. having stop signs in both the north and south directions. As a controlled intersection drivers travelling west on Janesville Rd. have clear vision of cars stopped at and approaching the stop sign. Drivers travelling north on Crowbar Rd. when stopped at the stop sign have a clear view of traffic approaching from the east. This document contains pictures demonstrating the visibility. • The proposed location of the sign is located on the top of an existing mound which currently has large shrubs and a moose statue. The shrubs and moose are to be removed and the sign placed in that location, The shrubs and moose have been there many years and have not presented a safety hazard. Since the proposed sign is in the same location it is assumed that it also will not be a safety hazard • The location of the vision triangle is based on Muskego's "future" ultimate right-of-way map which has a 100 ft right-of-way for both Janesville and Crowbar roads from the center of the roadway to the property line. Both roads are single lane roads approximately 12 ft wide in each direction. The distance of 100 ft for the right of way line is appropriate for a much wider future road that to the best of our knowledge is not planned for the foreseeable future. • If the intersection is eventually widened and the location of the sign does become a safety hazard it can be moved to a new location relatively easily. The attached photos and illustrations demonstrate that from our perspective the proposed sign location is not a safety hazard. We appreciate you taking the time to review this request. Any questions about the sign itself can be directed to Steve Danko, the owner of Signarama. Steve's number is 414-335-3353 and his email is steve@signarama-franklinwi.com. For questions about the Moose Lodge please contact Kevin Pope. Kevin's number is 414-403-8127 and his email is kpope@hga.com. W) PROPOSED SIGN S�gnarama 10700 West Venture Drive. Unit C T frenklin. WI 53132 Novm c�•>+ei.. Tlie wa LG row ur business. Ph.-414-235-3353 Y 9 Yo—Signerama-frankIinwi—m 72 In SIGN AREA 94inx72in=47sgft READER BOARD AREA ✓, Y !f/ 36inx72in=18sgft As proposed the reader board is _3 38% of the overall sign size 90 in ICEPTUAL RENDERING (-MAY NOT BE TO EXACT SCALE) :LEC"IC SIGNS MEL'Rus— Jg3dV� G NiEAOEO AS A Sw: RE W4Y. DOLOR TExTLNE. MEAvVf113eENTS wlPAO1L'ALAMP AYkE ANY t'ENY:UGMiLY FAOGGWilETEO1Y0104 ANO i5 GONSGE9EOIIOa.W4.6 n COPY OF MUSKEGO SIGN ORDINANCE DESIGN APPROVED BY: DATE: C. Setbacks and offsets. All signs shall conform to the setback and offset requirements outlined in the Table of Dimensional Requirements, per Subsection F(3). Ground signs may be installed at the base setback line with a height not to exceed seven feet as measured from grade. u Existing pole signs in the base setback area may be altered subject to the approval of the Plan Commission. W No sign shall be located within a vision corner triangle unless it is determined that the sign will not affect safety. (4) All overhanging sign parts and the sign base shall be located on the property and behind the right-of-way. All signs shall be constructed/erected on the business property. PROPOSED SIGN LOCATION Existing STOP Sign Existing STOP Sign ti MAP WITH RIGHT-OF-WAY AND VISION TRIANGLE OVERLAY ,-JM1NrZ0V1LLrZ RD WESTBOUND DRIVING LANE 91;1 PSI La CURRENT VISION TRIANGLE NOTE: PROPOSED SIGN LOCATION As per the sign ordinance the sign will be set back a minimum of 7 feet from the ultimate RM line due to it's 10 ft 6 in height I - ISTING STOP SIGN Ej 7. ' ` " -� ;,-, � r-��`�JBAR READ --- CROWBAR RD NORTHBOUND DRIVING LANE C( 143 MD PAV.N,-. PHOTO OF INTERSECTION LOOKING SOUTH Proposed sign location is where the moose is currently located on the left side of the photo. Also shows location of stop sign on Crowbar Rd. rO ti j Q 00 100 FT EAST OF THE INTERSECTION ON JANESVILLE RD LOOKING WEST The proposed sign would be off the left side of the photo showing it would not be a safety hazard as proposed 100 FT EAST OF THE INTERSECTION ON JANESVILLE RD LOOKING SOUTHWEST This photo is looking more south from the same distance. The sign would be located where the tall shrubs and moose are located in the photo which we believe does not pose a safety hazard. 200 FT EAST OF THE INTERSECTION ON JANESVILLE RD LOOKING WEST RE The sign would be located where the tall shrubs are located (just to the left of the minivan) in the photo which we believe does not pose a safety hazard. 300 FT EAST OF THE INTERSECTION ON JANESVILLE RD LOOKING WEST At a distance of 300 ft or more the proposed sign will be blocked by existing trees and therefore does not contribute to any additional safety hazard. K 0 r PHOTO SHOWING VEHICLE AT CROWBAR RD STOP SIGN This photo demonstrates that traffic can easily be seen at and approaching the stop sign on Crowbar Rd and that a sign located where the shrubs are currently located (behind the bus) would have very little if any impact on traffic approaching the stop sign. Sjp t 50 FT SOUTH OF THE INTERSECTION ON CROWBARD RD LOOKING NORTH At 50 ft back from the stop sign the proposed sign would block a very small portion of Janesville Rd but since this is a controlled intersection with a stop sign that should not be a safety issue. 100 FT SOUTH OF THE INTERSECTION ON CROWBARD RD LOOKING NORTH At 100 ft back from the stop sign the natural hill obstructs the view of Janesville Rd so the sign would not be an additional safety issue CITY OF MUSKEGO Staff Report to Public Works and Safety Committee To: Public Works and Safety Committee From: Scott Kroeger, PE, PLS, Public Works and Development Director Subject: Determination of compensation for the vacation of the Kurtze Court ROW Date: October 17, 2022 Mark and Cheri Chapman have requested to vacate the right of way described in the attached documents. This would vacate the ROW for Kurtze Court ROW off of Kurtze Lane located on the west side of Bass Bay. The City of Muskego will no longer be responsible to maintain this road. The City of Muskego would require a sanitary sewer easement for the existing sanitary sewer located in the Kurtze Court ROW. City of Muskego policy says the Public Work and Safety Committee needs to determine if the City should receive compensation for the property to be vacated. If the City of Muskego vacates the Kurtze Court ROW and this property gets development in the future, the requestor potentially could have a financial advantage or even gain a lot by this ROW vacation. Recommendation for Action by the Committee: The Public Works and Safety Committee needs to determine if they want to pursue compensation or not for the vacation of the Kurtze Court ROW. iiV M T October 04, 2022 Mark T Chapman and Cheri C Chapman Joint Revocable Trust W 166S8348 Kurtze Ln Muskego, WI 53150 414-839-5965 City of Muskego Department of Community Development W 182S8200 Racine Avenue PO Box 749 Muskego, WI 53150 RE: Mark T Chapman and Cheri C Chapman Joint Revocable Trust Request to Vacate Kurtze Court Right of Way. Mark T Chapman and Cheri C Chapman Joint Revocable Trust is requesting to vacate the existing right of way of Kurtze Court described below. A map of the proposed right of way vacation is attached as "Exhibit A". BEING PART OF THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4 AND THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 15, TOWN 5 NORTH, RANGE 20 EAST, CITY OF MUSKEGO, COUNTY OF WAUKESHA, STATE OF WISCONSIN, BOUNDED AND DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF LOT 1, CSM 12361; THENCE SOUTH 01°29'37" EAST, ALONG THE EAST ROW LINE OF KURTZE LN 208.89 FEET; THENCE SOUTH 04°09'07" EAST, ALONG SAID EAST ROW 100.98 FEET TO THE POINT OF BEGINNING; THENCE NORTH 85°50'53" EAST, 30.00 FEET; THENCE 105.41 FEET ALONG THE ARC OF A CURVE WHOSE CENTER LIES TO THE SOUTH, WHOSE RADIUS IS 553.98 FEET AND WHOSE CHORD BEARS SOUTH 88°42'03" EAST, 105.25 FEET; THENCE SOUTH 83°15'00" EAST, 117.01 FEET; THENCE 15.50 FEET ALONG THE ARC OF A CURVE WHOSE CENTER LIES TO THE NORTHWEST, WHOSE RADIUS IS 20.00 FEET AND WHOSE CHORD BEARS NORTH 74°32'32" EAST, 15.12 FEET; THENCE 234.60 FEET ALONG THE ARC OF A CURVE WHOSE CENTER LIES TO THE WEST, WHOSE RADIUS IS 50.00 FEET AND WHOSE CHORD BEARS SOUTH 06°45'00" WEST, 71.43 FEET; THENCE 15.50 FEET ALONG THE ARC OF A CURVE WHOSE CENTER LIES TO THE SOUTHWEST, WHOSE RADIUS IS 20.00 FEET AND WHOSE CHORD BEARS NORTH 61°02'32" WEST, 15.12 FEET; THENCE NORTH 83°15'00" WEST, 117.01 FEET; THENCE 93.99 FEET ALONG THE ARC OF A CURVE WHOSE CENTER LIES TO THE SOUTH, WHOSE RADIUS IS 493.98 FEET AND WHOSE CHORD BEARS NORTH 88°42'03" WEST, 93.85 FEET; THENCE SOUTH 85`50'53" WEST, 30.00 FEET TO THE EAST ROW LINE OF KURTZE LN; THENCE NORTH 04°09'07" WEST, ALONG THE PROPOSED EAST ROW LINE OF KURTZE LN 60.00 FEET TO THE POINT OF BEGINNING. CONTAINING:22,807 SQUARE FEET. Adjacent Property Owner: Name: Mark T Chapman and Cheri C Chapman Joint Revocable Living Trust Signature/Date:U 2 Z Mark T Chapman Signature/Date: .- C, 16It, Za2Z Cheri C Chapman U) r EXHIBIT "A" KURTZE COURT VACATION BEING PART OF THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4 AND THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 15, TOWN 5 NORTH, RANGE 20 EAST, CITY OF MUSKEGO, COUNTY OF WAUKESHA, STATE OF WISCONSIN, BOUNDED AND DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF LOT 1, CSM 12361 ; THENCE SOUTH 01'29'37" EAST, ALONG THE EAST ROW LINE OF KURTZE LN 208.89 FEET; THENCE SOUTH 04'09'07" EAST, ALONG SAID EAST ROW 100.98 FEET TO THE POINT OF BEGINNING; THENCE NORTH 85'50'53" EAST, 30.00 FEET, THENCE 105.41 FEET ALONG THE ARC OF A CURVE WHOSE CENTER LIES TO THE SOUTH, WHOSE RADIUS IS 553.98 FEET AND WHOSE CHORD BEARS SOUTH 88'42'03" EAST, 105.25 FEET; THENCE SOUTH 83'15'00" EAST, 117.01 FEET; THENCE 15.50 FEET ALONG THE ARC OF A CURVE WHOSE CENTER LIES TO THE NORTHWEST, WHOSE RADIUS IS 20.00 FEET AND WHOSE CHORD BEARS NORTH 74'32'32" EAST, 15.12 FEET; THENCE 234.60 FEET ALONG THE ARC OF A CURVE WHOSE CENTER LIES TO THE WEST, WHOSE RADIUS IS 50.00 FEET AND WHOSE CHORD BEARS SOUTH 06'45'00" WEST, 71.43 FEET; THENCE 15.50 FEET ALONG THE ARC OF A CURVE WHOSE CENTER LIES TO THE SOUTHWEST, WHOSE RADIUS IS 20.00 FEET AND WHOSE CHORD BEARS NORTH 61'02'32" WEST, 15.12 FEET; THENCE NORTH 83'15'00" WEST, 117.01 FEET, THENCE 93.99 FEET ALONG THE ARC OF A CURVE WHOSE CENTER LIES TO THE SOUTH, WHOSE RADIUS IS 493.98 FEET AND WHOSE CHORD BEARS NORTH 88'42'03" WEST, 93.85 FEET; THENCE SOUTH 85'50'53" WEST, 30.00 FEET TO THE EAST ROW LINE OF KURTZE LN; THENCE NORTH 04'09'07" WEST, ALONG THE PROPOSED EAST ROW LINE OF KURTZE LN 60.00 FEET TO THE POINT OF BEGINNING. CONTAINING:22,807 SQUARE FEET. I LJ 0 OWNER: z J< W MARK T CHAPMAN AND CHERI C CHAPMAN JI m = JOINT REVOCABLE LIVING TRUST o W166S8348 KURTZE LN Lti 0 r cy) N CO �I (0 � 0 04 S 04'09'07" E YI " U) 100.98' LOT 1, CSM 12361 N 85'50'53" E _ 30.00' � m 0 m o p o a_ C1 C2 0 0o S 83'15'00" E z0 117.01' KURTZE COURT (60' WIDE PUBLIC RIGHT OF WAY) C3 = GRAPHIC SCALE N 83.15,00" C5 117.01' W t INCH = too ter. VS 85'50'53" W C4 30.00' PROPOSED PUBLIC ROW VACATION AREA 9205 W. Center Street Suit- 214 MilwauFc--, WI 53222 PH. (414) 443-1312 THIS INSTRUMENT DRAFTED BY CHRISTOPHER A. JACKSON, S-2851 www_cj--ngine-ring.com CURVE TABLE CURVE LENGTH RADIUS CHORD CHORD BEARING DELTA 1 105.41' 553.98' 105.25' S88°42'03"E 10'54'07" 2 15.50' 20.00' 15.12' N74'32'32"E 44'24'55" 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 Biotech Building— Public Improvements /Engineering Approval Date: October 17, 2022 The City of Muskego has reviewed the Muskego Biotech Building plan set. The development is located on the west side of Moorland Road just south of Commerce Center Parkway. 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 Muskego Biotech Building development contingent upon all City of Muskego staff comments being addressed. 16 TOP OF CURB TR 5.04.0' 5.0' 0' CURB B FACE 6 W B FACE--` SECTION B-B SLOPE SHALL NOT EXCEED ONE INCH VERTICAL IN FLUSH LONGITIDINAL DIRECTIONN HE TRANSITON _ 1�RANSITON AT CURB SECTION A -A DEPRESSED RB & GUTTER HANDICAP CURB AND SIDEWALK RAMP - TYPE I NOT TO SCALE ONE INCH MSEICAL N rONE iRFOOT i �i2 Mnxji"a, 0. FOOT HORIZONTAL IN S TOPHOE wAOiNB / oxEGI(1 �12 MAX SECTION A R - /�\ FROMNAS THE CURB EOTED PRE AWAT illllll ' PA -.ENT II,IIR�.I/2' HIGH SIDE CONCRETE CURB (H.S. C&G) DETAIL NOT TO SCALE /4 IZ NOTE DRA OWANRC THELC R. THE '�IIIIII = • PA1MENT I LOW SIDE CONCRETE CURB (L.S. C&G) DETAIL NOT TO SCALE ETE SURFABITUMICEUCOUONEREM SURFACE COURSE RSE B�NDER OOUBONCRETE g^gaA3pAfi: 2 (BITUMINOUS CONCRETE E 4%eI BINDER COURSE \ \ \\ \\ \COMPACTED, CRUSHED \ \ \ \ GOMPACIEO. CRUSHED INSTALL //\//�/ AGGREGATE BASE INSTALL / /// GGREGATE BASE FARRIC REABRIDC ,\\�\\.\,\\ (95000WPnCnL OGBEO-"D ,\\,\\\,\\,\\ (9 PcoMvaCnlaN) CONTRACTION JOINT S END SECTION CURB TAPER NOT TO SCALE caxatETE CONCRETE coMPAcrzo. cRANuuR ]n5E \ \ \ \ \ COMPACTED. GRANULAR BASE INSTALL \CACOMvicn0lLi) ,\\i\\\i\\,\\ N ORFABRICD ( \��\,�\�,�\�,\\ COMPACTED SOIL CONCRETE PAVEMENT (LOADING DOCKS) CONCRETE SIDEWALK YWADER E OPpOE'�' aN to I0� aGSI ZSPH L+P` q# A\� STANDARD DUTY ASPHALT PAVEMENT HEAVY DUTY ASPHALT PAVEMENT NEJ \ HANDICAP CURB AND SIDEWALK RAMP- TYPE II NOT TO SCALE (PARKING AREA) (TRUCK TRAFFIC AREA) N NOT TO SCALE NOT TO SCALE £ Rvr r� n 1m As Pa y'�icF1L.t1vn w- n �.uEnnL rAu e ip w 1iA CELLECTM ]TiKE1 �afusE� 1 /2' 0 X 24' DEFORMED TIE BARS, 36" O.C. PLACE DUMMY JOINT AT CENTERLINE OF } DRIVEWAY AND/OR AT ALL JOINTS IN THE I \ GUTTER _ P - N G WRP\l SECTION A - A - WESPOJNPO r WI NZ MP�a PV PROPERTY Ely L( E - i CONCRETE DRIVEWAY PER HEARTLAND ECOLOOCAU GROOIP "" vENDwc wnNR AVPRovAL NOT TO SCALE 45.8' COMMERCE 1111 WI TAX SKET.MSRC216999_ I 80 HEA1 A IT — - N, . - - - - - - - - Ice CrAb. �\ Q� peg "�� \ \ ........... �0 o TO IMG. QEP t`\ OPT"P PEN "G - 8 NOT To SCALE SITE BENCHMARKSBUILT = e58.98\ COMMERCEHDRIVE (NO WIDE PU13UC RG RE' —CmE RTADA /ER LmSNF Z:Z 59 W ' / �SB / 10.0' Th O A S� O OG � A2 Go'p He � GI sad gnmN 1, oa � PPOPEP ME" / 1 / E PQ VG W� J"OE0. N � lR� Re. / 2f ^'E vAy A J SITE AREAS �$ PROPOSED BUILDING FOOTPRINT = 54,330 S.F. ACRES) PROPOSED PAVEMENT 89,050 S.F. (2.044 ACRES) i e o Es: PROPOSED IMPERVIOUS AREA 143.380 S.F. ACRES) [OF OF THE SITE] S� 1. CONTRACTOR SHALL BE RESPONSIBLE OF ALL SE. PROPOSED OPEN SPACE = t80,537 S.F. (4.t45 ACRES) [569, OF THE SITE] 5 ACRES) n Ad 6 PAVEMENT, CURB AND GUTTER, UTILITIES. OTHER E R ITEM ABOVE GROUND APPURTENANCES OR ANY OTHER ITEMS OWNED BY THE CITYDA OF SCHEDULED TO REMAIN TOTAL SITE AREA = 323,917 S.F. (7.436 ACRES) 33 RESULT THAT E DAMAGED AS A RESULT OF CONSTRUCTION RELATED ACTINTIES AS DETERMINED BY THE DISTURBED AREA = 221,320 S.F. (5.061 ACRES) wwwDiggereHotllnecom�B qq PRESENTATVE. CONTRACTOR SHALL REPAIR OR OR REPLACE RETEM TO THE SA—A—N OF THE CITY'S E REPR SNTATIVE AT THE EXPENSE OF THE CONTRACTOR AND No COST To THE CITY, PROPOSED SURFACE PARKING II�ERS®NOtIINE ALL DISTURB RBED CITY CURB AND GUTTER LNTHIN PUBLIC GUTTER DETAILTO CITY L AAIL IEPROPOSED CURBITH IEFEIENCS AND GUTTERRB ANO HALL R 140 REGULAR CUSTOMER SPACES 5 HANDICAPPED SPACES (ADA COMPLIANT VAN ACCESIBLE SPACES) DIAL J& OR (800) 242-8511 WI THIN Tr NrtWITH s SHALL BE CONSTRUCTED REFERENCENCE TO CJ ENGINEERING CURB AND GUTTER DETAIL. E 145 TOTAL SPACES .01 !MY Haw LOCATED ALONG A CURBED ROADWAY II 111 I Iil I ilLl 1- 1111= �11 TIN ■ l`. III _, .. .. ®lire .. Note: O e P Typical Retaining Wall Section HANDICAPPED PARKING SIGN DETAIL NOT TO SCALE GRAPHIC SC ALE I—r40 In. SITE PLAN F� cj engineering civil design and consulting (414)443-1312 --.j-ang1naanng,P— CJE NO.: CJE2201R8 MAY 27, 2022 REV.: 6/27/2022 REV.: 7/07/2022 REV.: 7/14/2022 CONSTRUCTION SET REV.: 8/31/2022 REV.: 10/5/2022 I OR CKSON { L a EA 34614 WAUWWTOSA. %'oifS �ON�E? C1.0 3 y SNUU-1 TOP OF BERM RI ELEV. 830.9 OF 5 - LLPGRADEO IAiRIC---------- FLYER FABRIC ANGULAR STONE SPILLWAY DETAIL NOT TO SCALE HAALA 24' CONE GRATE TOP MOUNT ECG34TMGRATE EL 829.2 8. ORIFICE 827.8 \ BASIN SLOPE (TOP OF GROUND) 3' r—, NiIHSE/ D / ONVT E ac xo mnx a saueRc xaWis L� / aONCRETE BASE nxu m 8` GIA. X 24- THICK (MIN) PROWOE 3' STONE CUSK.N ATRWET T ® s 24- BASIN STANDPIPE 24" PRECAST S4 OPEN GRATE 829.20 BASIN CONCRETE STANDPIPE 8' DIAMETER ORIFCE 827.80 3' DIAMETER NOT TO SCALE 10' WIDE SP EL L8299 SRI NVE 825.00 �n LW Q 100 YR_PEAK=---------- ---- --- TR. E - I-5� 2--P AK-82785--------- 15' STORM SEWER, SEE uTIUTY ALA SEEP FIBERSINIIIUN[ DIAL a OR (800) 242-8511 LEGEND ----------- 948------------ EXISTING CONTOUR 946 PROPOSED CONTOUR X942.5 PROPOSED ELEVATION 6T PROPOSED STORM SEWER POND DETAIL `io sec corvsieucTi NOT TO SCALE WITH ONSITE SOILS CURB INLET 18 RCP SW IN 847,23.84309 \v PROE. F EMENtg4 �5 //{ WATER ,vW / END OF OF EL. CJFE INLET NIN 8403 '844.9(B 12(FL) W RCP E INV. 40.90 CURB 12- RCB LET RIP INV. B.O 40840 ..W E.G �I LINE 35 1 q 0 4 m GRAPHIic $LADLE (IN - 1Fr. �Z_ SITE BENCHMARK / EXISTING HYDRANT BOLT 858.98 COMMERCE DRIVE �0/p (6= WIDE PUBLIC ft1GHT OF WAY) AT fiM'�'A5 PROPERTY;' 1 y n ipa O 13 NOTES: 1. DISTURBED AREA - 221,320 S.F. (5081 ACRES) 2. ALL SPOT GRADES ALONG THE CURB ARE ALONG THE FLANGE LINE. 3. THE PROPOSAL STORM SEWER HAS BEEN SIZED FOR THE 100-YEAR DESIGN STORM. 4. CONTRACTOR SHALL PROVIDE AS -BUILT OF PROPOSED STORMWATER BASIN AND OUTFALL SYSTEM ONCE CONSTRUCTION IS COMPLETED. DESIGN DEVELOPMENT ENGINEER SHALL RENEW AND CONFIRM THAT PROPOSED STORMWATER BASIN MEETS OR EXCEEDS CITY APPROVED STORMWATER MANAGEMENT PLAN. ALL STORMWATER BASIN AND OUTFALL SYSTEMS SHALL BE CORRECTED AT THE DEVELOPMENT TEAMS EXPENSE TO MEET APPROVED CONDITIONS, FINAL APPROVED AS -GUILTS SHALL BE STAMPED AND SIGNED BY A PROFESSIONAL ENGINEER. 5, ELEVATIONS ARE AT CITY OF MUSKEGO OF WAUKESHA COUNTY DATUM. (N.V.G.D. 1929) CONVERSION TO N.A.VD. 88 = -0,12 EL. 6. REFERENCE CITY CURB AND GUTTER DETAIL ON SHEET CIO FOR ALL DISTURBED CITY CURB AND GUTTER WITHIN PUBLIC ROW. ALL CURB AND GUTTER LOCATED WITHIN PROPERTY LIMITS SHOULD REFERENCE CJ ENGINEERING CURB AND GUTTER DETAIL ON CIO c6j engineering civil design and consulting W (414) 443 1312 .�.vr,,.�j- G v .'N, max*, CJE NO.: CJE2201R8 MAY 27, 2022 REV.: li/27/2022 REV.: 10/5/2022 \�o"•y�\5 C OINS�%°"�. CHRISTOPHER A. T} JACKSON = �o WAUWWITOSA. SITE GRADING PLAN C2.0 CID 1 / QP MIN. wru9 / r m tx sblK l� PNH,.oA PD2 m .BL H%�TMT � �ii a >•. s�mw eAm t' RISER DETAIL, 46 DEGREE TIr1r FLEXIBLE RISER TO FLEXIBLE MAIN GREATER THAN 76 FEET DEEP f;rMIJSKECO r, JDt1 RSS XT ARKER BT ROUNN 1 TMEGALUG RESTRAINING GLANDS u C J w D x THH ALL Ms°� "° `a E'" W160 KE4,1 COMM( SR99 DRIVE - engineering EPo%Y coATD"-coR Bue-. RE - Y.M 2, 9 3 . I civil design and consulting z iuLv aisTaArvED SHALLE --_p w canH:ar srraa< 3. LOCATOR BOX SHALL BE Z a 2N4 Mil11. w (414) 4431-'13122 W TRACER WIRE 4. DOUBLEN VALYET ITEM 'hR�P ALL - ---s`d ug vvww. 1-enH3lP_ NO VALVES, HOE ITEMS, VE NGS. gB GUT Pvo PIPE ro H T s Rnca a SITE BENCHMARK yy ALLow 2 MIN Mu sAncK. corvmncroR SHALL ^,� Mwisnrvc HroRnNT ; j mYs', a MAKE A OFITTHEEHING NO THE HO - ANDUDOWNNT UP M BOLT = 856.98 �4` A POLTETTLENE WRAP TO DRAIN.R y'y EXISTING F z/- a ak G� p" SCHEDULE a0 5. NroTACTOR NHA CONSTRUCTED ALL CURB INLET IATRhR --- n WATER MAIN aA N0. 10 GAUGE VC PIPE HYDRANTS BEING N GTED RIM = 847.23 ( DRIVE «< DIRECT BURY q°LLPeR DpPED TAGER RDUNDwA ER. GDNTRAGTDR 16 RCP 5W RP. - 6 .O \ COMMERCE J WIRE y10 GAUGE HHA RANTSTHAIFY TOF (60' WIDE PUBLIC RIGHT OF �- INSTALLED GRREECTLT ABOVE YD _ �ury m THE PIPE AND TAPED TO MAIN. _� CRUSHED STONE PLUGGED. wnrtrz�AC 1_LR °L�t \ u U m � F - A. THE PITY OF MLOWEGO SHALL HYDRANTS \ \ CRETE BUTTRES CONCRETE BUTTRESS N ACCEPT C AN J\�� / fr PROPOSE° ° (MAT BE FIELD MI%) _ e' ( 3/4"MAY BLIMESTONEFIELD XCHI WARR EASEMEN _ e E IAs - E 163.58• \ \\ ec \ L / .. CHIPS LOCATOR PROPERtt Y LLOCCATBO% AN T AS WOOKINGNEMED FROM MAIN 2"X6"X18" c� r � HrnrvcH OROACNd_ \ MAN CA.. ., Ii p0.��J� / vASD" µ \ \ \�\�•A RA Q a PLAN MEw� e•a e \F\ +m\ o\ x; p ERNRE RIM_e::.s;"LET 083 // 56 eAMN.°y�e°p e \\ aP'a` aW w e o HYDRANT SETTING NWI // N+ @b m HYDRANT LEAD / ,I \y 5*µ(.1.� .�(� b \ \-<<M\\yT NOT TO SCALE 1z RCP E IN CURB61 LETS / c �G RIM = 84a.86 OFL) Access BOX 12Rc IN . _ Im * d e� TRACER WIRE DETAIL KID 5�e sqo?" e0. �6 pE0 �9rkm � NOT TO SCAUS '" se d ° ;tivS �-e° ,F? 1+ '? �U 5 UN 12"XB" ANCHOR TEE CITYERECO NECTION OUIREMENTSP®REL 852 B* SAWCUr PAVEMENT AS NEEDED U PEPI_AGEROVIDE 'NURRD-CAONTRACrO TO PUIL BLIC PAVEMENT E%TENTSCK-TWTN IN PER Cltt REQUIREMENTS a`) C ON 6� OF LATE ALTo 8" SEWER AT INV. 827,01S�+,yy INSTALL6 INV 837.R I s` A9. �� so Zc PROPFRtt 119d opo>FO,p'x eROP�a E� / LINE IP i fYOa�'0 Pfi ®s®50T 0 •DPI / + P2s0.0j`PfP eP`"le � • P,E Nt�M'- P0.t / %ehh Vp" - _ NEENAH FOUNDRY O ft�2A00a \PfP-�M?" OMO MA _ - (ROUND OPEN GRATE) �+ C.g5ySN0 STEPS 16 O.001F R-306H5 LSOUARE/CURB OPEN GRATE 0. B CAZ N.' 02n0ENo0n O E5p tP �E / q$ W J%y0 / i EPTAR GREATER oR AD n )IyPa°POP - I e q, T� " 6e�n �o. s *, c 2 R, P°o�(, e, V ¢ Pg, e SYOEMy' i N / ypr• <�"F, c °Pc 2022 WEnAND6 LIMITS A �L P ".L'NE�pl� "IN 6 �F+y Nl /PST U0.0E TH\//\ /\ PER HEA-AND ECOLOGICAL GRUP, INC. �}TP �. "�P50.c P sB 0 ,'•� 5A ° 0.P` 6 "yp0. G0.N m Z IREI/i./i. /i./�i PENDING wDNR APPROVAL qig of o5f°o 'ITH P``zV` C PPN O REINFO $. 00A pP, 0H 00.HkY'% E•0� Na M1'L N /- .h0H0 WITi RBNFORCEDE ` / 1 Fur TOP stifle CONCRETE RINGS W SAz sKEos soMMSRss DRIVE � � �d - EKF A - / /- PA�yeecj ��e � 20 u & o REINEORT ,O A - N - - / OVA"U� '46"p No, .PaP1fe (36"VM NE) 21 9 3 1 ANITI�r� EWE1PER Pam; _ rrL CONCRETE PIPE 1 r 1 p S ST N<Pi+` / fp500 r� \ PNISa XPO�.P c0.0P PRI111 I' STON AT T 9UIONAGE T PRECAST STORM INLET/MH NOT TO SCALE w DiggersHotline,com IINERSAIRIN DIAL � OR (800) 242-8511 LEGEND -sr EXISTING STORM SEWER a� PROPOSED STORM SEWER -su+ EXISTING SANITARY SEWER BNI PROPOSED SANITARY SEWER -�� EXISTING WATER MAIN PROPOSED WATER MAIN -c EXISTING GAS MAIN //- - EXISTING OVERHEAD WIRE [ EXISTING BURIED ELECTRIC CQT EXISTING UTILITY POLE o \S OYryj1f.�8 p0.,P?�0C 0 B pJG 5 o'0p0. ° a A / �Nl f5 H W" W paoe6`w>E \ p eM°p+ , ° 6 esro'a j�"w(ePv'p / / �pe�"i L W \Nx ap'• s a a - / '; c� Sex•3fµ --_ ¢( \ ,°Ayeo0.".'O `a �"v�/P\ / HlPay.Wa J' 020 dDgsC STORM SEwER snnlT AND C 1, ALL N \a. ,(Y Q�� V A•6♦ (, W O'pgOpP /O / / pM p� a'B aJ. § 2 MusKEco NSEFOR SEVER MINISTERVE ETR OFc CODE nrvD THE HE N AR. 0 AND WA'TERACONSTUCnCNTINMN15CON5°fIN LITYN� RD RD RONS). W L EQUIREMENOs6IN AD UJ s ea WAT=.P LEAD:Av c C9n°xwa csool 0.ass1 zoo, sDRib of LESS J S� e'F•SM 1A% STORM SEWER: [a'-t5"VPVC TWA RIM,ASTM D-30. R1435 zF t�L/ / / _ �RCKNE INNRCED CONCRETE (CIRCULAR), AS M c-76, WALL a$ \ d ydPQ, P`%�pN� s aRv SEWER: 4'-15' vnTH BURY DEPTH 116 SHALL BE PVC TYPE PSM, asTM P3034, INS N"P.a"E W B,9T� XP PJ SANITARY SEWER 35DR5'8 WITH BURY DEPTH 16-22 SHALL BE PVC TYPE PSM, O U JPP° XN ZPa p jHE a t s°' 2. ALL TENCHES IN PAVEMENT AREAS SHALL HAVE GRAVEL BACKHLL U W ��c ZP' / ('2OP .pP F 9 . P ✓L ZG1 FILDXIACTS"AN.. TANSHALL BE°RENEW OND°CONFR'MEDYBY"P WMB ANTRA'ERS°EULTANT/CONTAROP OSEDC R pp0¢IN°�y1 9b j 9'A°' PP"% / / Q `aPF}PZ aFp G0N Y e PRIOR o CONSIUCTON.ANOFFY OF ENGINEERING`WTH ANY REQUIRED CHANGES. TO O 6TALL PRCPOSED HYDRANTS ANNOTIFY IEREuINE WATER MAIN ER ITH ANY DISCREPANCIES. SCREPANCI S. RIPLLTBE L VER Fv AL SEWER aND WATER cT.NEcno"s P V ^` '� -� / 4�/q\/, zy/ �✓ P,n?p � CONSTURM PER THE REWIREMENTI AND SPECIFICATIONS OF THE OILE cTY OF"MUSKEGO. ,WI - J �`kJ / / NPSW Y0 OylPE0. NEENAH R-1661 SELF -SEAL OR EQUAL 7, THE PROPOSED STORM SEWER HAS BEEN EGSD FOR THE 100-YEAR STORM EVENT. SPNto Wp'N X, ' Ba0 wTHUTHB CITTTOF MMUSKEGOTON HELL BE TESTED PER CITY OF MUSKEG. STANDARDS ADJUST FRAME TO GRADE WITH PRECAST 9, CONTRACTOR SHALL COORDINATE ITH THE CITY OF MUSKEGO FOR ALL JMPV` G W/ / ♦1 1•_q• �� RINGS ONLY. CAST IRON RINGS SHALL BE CONSTRUCTION INSPECTON 72 HOURS PRIOR TO COMMENCING AT WORK. I y °gip p pP° pg pvP�jz USED FOR SUBSEQUENT ADJUSTMENTS DUE 10. PROPOSED WATER MAIN SHAI__ REMAIN ISOLATED FROM TO FINAL PAVEMENT LIFT MANHOLE RIMS PROPOSE WATER MAIN NCH BELOW FlNAL PAVEMENTT DEL TESTS EXISTING WATER MAIN UNTIL TO BE SET U LEAST INCH BELOW Xt PE OHG pP.t fy SEyy T a3/ 26 1 4" PAVEMENT SURFACE. NO COVERS RIM ELEVATIONS PE \ft NtP / 2µy J/BCT O11/2� VARON. v W INCHES ABOVE TOP OF PIPE. ER IN DIAMETER BWATER MAIN CHE OVER SHALL BE 0.Op •Kj / INSTALLATION MATERIALS PER ADJUSFORTME"'TINN SANITARY TOMANHOLE E "STANDARD SPECIFICATIONS TER MAIN 18 NCHES AND SMALL FOR WATER ND SEVER 13. CONTRACTOR SHALL RESTRAIN ALL VALVES, BTTI , BENDS, REDUCERS, AND DEAD - /;s F9 sH`�/ EX Sn EXETINXG FRAMER RGRATE ADD BONE OF 14DCRON NCS I AT THE PIPE CONNECTIONS. / N SANIrn M HO o ADD CONSTRUCTION IN WISCONSIN" ADDITIONAL BARREL SECTIONS. LATEST EDITION. 4 ONTRACTIXt SHALL PROVIDE DOUBLE POLTWiAPPING AROUND ALL VALVES, TEES, -�'ga ' / / ANDCONTRANTOXR 0 FR AME AND GRAI To ACHI EVE HPROPOSED RIM GRADE PER t5. HYDRANT SHALL BE ILLY RESTRAINED 4 / CITY REQUIREMENTS - CONTRACTOR TO V�` / / N USE A MAXIMUM 12" OF AD RINTINGGS E%ISTNG WACTRRMAIN ALL COORD WITH THE CITY OF MUSKEGO FOR ALL REQUIRED CJE NO.: CJE2201R8 CONTRACTOR SHALL TEST AT RAHAIN IN N U NSTA"e LATERAL RNA` TRACER CER WIRE a 1/z" MIN. Te clBluTr of THE ENn E wn YSTEM I L E c of MAY 27, 2022 f0. a➢Nl MANHOLE STEPS EQUALLY SPACED \pfap VERTICALLY IN THE ASSEMBLED MANHOLE MANHOLE SHALL BE MINIMUM 48" THE Cltt OF MUEKEGO ON SITE. REV,: 6/27/2022 P 0Y V DIAMETER MADE OF PRECAST MATERIALS. 1x' CONTRACTOR n"TR n°1ry SANITARY ELLtSEa°NiREN corvTWTH CITY o MUMKEO FOR RTMENCp9 OF AT A MAXIMUM DESIGN DISTANCE OF 16" E Is G s S RISER NECR A M H a JUS REV.: 7/07/2022 CENTER. STEPS SHALL BE FABRICATED OF " DIA. GRADE 60 STEEL 19 CONTRACTIXt TO NSTALL AMP ING MANHOLE PER W15 .161 STANDARD REV.: 7/14/2022 A0 .;i/ / Yti ceJc sE REINFORCING ROD WITH MOLDED PLASTIC SPECIBCATIOnSDEAIL FILE 135AND `CITY OF MUSKEG. REQUIREMENTAANDRD COVERING. CONSTRUCTION SET Es sfinLL Fouow Wsoor STATE sPECIFIcnnorvs z.a / BENCH SLOPE SHALL BE 2" PER FOOT FOR PROPER aBANDONMENT. REV.: 8/31/2022 / m 20. ALL ABANDONED NSTRUCTUR REV.: 10/5/2022 F•// hs / GRAPHIC SCALE "\5cc a / O CLASS • CONCRETE ` .12 bjCKSON jCKSON xcx FEEf1 _ HREA34614 A = WAUWWIo.. BI TONE BEDDING AT WET 1 -w SUBGRADE ON SANITARY MANHOLE DTOSCALE SITE UTILITY PLAN C3.0 1� wwa cL ,sO 8' WATERMAIN ACKFILL) DRtB C(SLURRY B FrIu C - as a" wA IERMAN — cL 150 DR18 PVC (I / CRUSHD LIMESTONE 13—FILL> c a4 TERM" WWAGL 950 GRTB C 9G0 PVC (I 1/ V engineering g g _.Y creusHD uMEsrorvE BAcrcFIu) �a -- civil design and consulting 860 w p o Y om 860 0< o .w� o0 g l o 0= e� E.sos w oe ,• s s., a., z,a OVER 53222 (4,4)443 , WATER MAIN a w m � yin a g, 3 �m rc rc s �: �m 856 0 op o _ 856 m o§ - m n / 852 yx_ m Nm= - aPROPOSED a� �� x utY= - -a .>DREN _ 852 848 848 PROPOSED.. B• ____ _�.__. L B'9. a,X I_EXs 5"RA Nv 848 oG ll II PUBLIC 844 WATER MAIN PRoa. Tr s M 1 L=s 4' INY. E-66 _. =75.83 <........ 844... 860 860 II I L=73.2' 21 Yam= aa� w�S o3zo Z. 840 my 0,2 x, z466 s m.S� 840 856 856 7 LEIGTE MAIN L5 T2 aorx sSYR 1H i........ / EXISTING GRADE OVER 1 ..WATER MAIN 836 — MN ENGH MIN.RESL, ALONG MA u - TN�SEE T/ N BOTH BDE 836 852 wp°TER Mo�RADE OVER 852 PROPOSED 6" _.a-22s- 0 "TAE BEND ____. ____. __s•.Howzo"' BEINGk PUBLIC MIN. BOTH s"uFs.... NT LENGTH O• M N. REs,RA ro HYDRANT IL.. I BOTH SIDES a 832 LEAD 832 848 848 35 _ _. _ _ ,� V ... Ws oro°o. _ ,H (Hc°Fs`oi .. -.- -.- -.- -. EXISTING 8' °P ' 8449 � 5 MN RESTRA1Ni LENGRI(LOW sDE) PUBLIC 828 4 GH MNMT I n n 828 844 WATER MAIN PMBDC MAN PRIVATE 6ER GE 844 -i►+ 824 824 840 6 �..: RESMAINT IENGTl BOTH SIDES 15 840 m _ Ex HTV ezi si _. _ _. _. _ I _ I _ PROPOSED 8" 820 820 836 5 TEE MN' "O'F a = PRIVATE SERVICE 836 1 1 PROPOSED 8" 1 ? vsW N,W 50 1 PUBLIC 1 °' 816 ° 3010+00 11+00 12+00 13+00 14+00 15+00 816 832 LILLY NOTES WATER MAIN 20+00 20+96.14 832 O �-! PROPOSED HYDRANT (STA 10+00) AN. KSTALLATON PER APPILCABLE SEED WE A. EDYI OR (STA i of O m 8`%6"V REDUCER 10+02J 6 LEYDR ANT SHOE EL 63 J9 m E) rY zm I MUSKEGO STANDARD SPECIFlCATONS SECTION 02600 - BURIED PIPELINES, SHALL HAVE GRAVEL BACKFILL /'I /OA�T / F NANCE EL 8450 F ISH GRADE 844.5 C I p .! �, II PER CITY OF NUSKEGO REOUIREMENTS. A MINIMUM OF 6 FEET OF COVER. V W JELL. DEPTH_ ET =IMATERIALU \ GO m N .I •DEND o SHA-LEADS SIAIL- A MINIMYM GF 6 FELT COVER. raft °vaAo�oseol B 14eu rn W 6 I ; \ \ \\S yw � I.ZDJ « WATEREOSD " -0 I _O PROPOSE) e' PROPOSED e" EMENr I CC BEND AAi/o�, ioSS senaiFliL SHALL BE GRAVEL PER CITY OF MusKEco aEOVIaEMENTs O o °' v " �% V BROPoAN HYDRANT TEE L xG'AOrvcNOR TEE \ \ MN^ \ 22.5' PROPOSED 8" .25' BEND BEND I G PROPOSE) d' �I �m I D 8" GALE VALVE LITY CaSmUCTON. NOTIFY WE ENGINEER ParvD I 6v FA ALYE " H NT BOOT EL 843.0 F .25' STA 15+24.6 (0.00' RT) 141°Yi4x + ' wni AMYIME—CES. E. MEo0CAT0 52EUOF au UNDERGROUND STRUCTURES SHOWN I RN NGE EL. 850.5 FI (SHED GRADE EL. 849.8 BURY DEPTHAllJ.5 FEET LU i \ \ ilr0p w T f'•� _ i % �p"T%'i'CYTILIT AND ORON C' TEE T5JT77I Cltt RECr WIREMENTSp®REL.85252 REON HAVE BEEN LOCATED i0 A REASONABLE OEGREE OF A CUR" THEIR EXACT LOcETOx ENGINEERING O' WE GTY OF 0' KI S I GUARANTEE OWN EXISTN ER ELATE TH I I CROSSING ORM SEWER IN 64°.9 Q OF PROFANED EA HYDRANT 0 _\ \ �9T \ �_ \s'*' w� W UT PA EMENT AS NEDED I RELP -CONTRACTOR AuSCUNTNROADR SHALL IA. AR ru CMI STRUDTON a DUFEP n E0FKw AS " O LU \ \ — — — I v RCE E BLURRY III A$ I owDE SLURRY BacrcmL WIT11N ALI PAVEMENT EXTENTS �oy� NRBANCE TO EXISTNG GRADE TM TOPSgMMG. SEEDING ANp MULCHIxG. 'w I U V B 2T35'18' E �w I I Ma — L4k_ _ PWAPTEREMADN RnP J ALL STATONING ALONG CENTERLINE OF WATER MAIN 8, ALL G— VALVES °FINES' sl' — — PROPOSED PFCPOSEe " WRIER W — —= x —snx '�"N's— — — WIN_ _ _ _POSED _— _—_— MUSKEG° ETANDARD 'SEBURIED PIPELINES ICATONOS I N PRWO SERVIUCE O o` — — —Sµ— — —6 — — EPE PERSE ETEET°R K, 0 RED3°ED OF THCEDCm2W MUSBEG i — — — - -53-P 1EL 100. ALL HYDRANTS HAKE AN HDR TEE I / PROPOSED 40' WATER EASEMENT CHO MIN � U — — — — — — — — — — — — —_ —_ Tu m 1E PROPOSE) 6YDRANTO PROPOSED HYDRANT a Itt F M K STANDARDS YnM WE CITY OF MUEKEOR ONSITE. E C 0 Us EGO 1 T 1 z \ I PROPOSE `R SiNpZH° /w A I14 C.T.H. O 6" GATE VALVE 8'%6" CHOR TEE 6" HYDRANT SHOE EL 845.0 STA 13+91 (0.00' RT) ACT. SHALL COORDINATE W WE CITY F USKEG. FOR ALLPpNREnO CONSTRUGTON INSPECTON J2 HOURS PRIOR TO COMMENCING AT WORK. 1 I G N TO i LANCE EL. 8521 REMAINL I I � E"AS 20+]5 VARIES) HNISHEDRGP.E EL 52PROPOSED`aSTRUCTON) MAIN PROPOSE) WATER MAIM RE U zS SATE I r \ 55 ` I UOTL L"PAVEMENT ELEVATION. SxALL3 COVER 'HALL NG AND BE 3/LB-INCH STONE CHIPS -ER IN C26H WA OVER R OF BE 1M2 HI1 IN, ABOVE S.A- PIPE ss A. wEST MA N: PUSLI wATE II M IN FlTn BENDI REDUCERS ANp DEAD Enos AT THE PIPE COMNccnONs. MUSKEGO COMMERCE CENTER IIL no, EASEMENT MUSKEGO COMMERCE IXJ ERA � IN: n ' EASEMENT YQ �pcHATO F BOX q0 HYD. HAARRKEa"BYRR000liA" } VIEWED FROM ma IRnAui As co 3 °X 3NEOUIN'G vALKsTEES. AND FlTnxcs. DOUBLE PaTNRAPPINc aRou"D aLL 1 H AN HALL uuY AN a roR Ts s BE F RESTR ED TR nr OF MusKEco FOR ALL o E c FROLI: COMMERCE OMVE T0: ea FEET EAST OF COMMEflCE Ofll1£ FROM: 477 FEET sales OF GGMMERCE CENTER PARKWAY M—VEAIN AlX � EXISTNG WATER MAIN SHUro T0: COMMERCE CENIpt PARKWAY / PLAN VIEW ' PRESENCE OF THE CITY OF MUSKEGO ON SHE. TEM INSTALLED W,TI THE CJE NO.: NOTE. GLANDS ON CJE2201R8 LEGEND W accEss BOX InEcHANKCA �ollA�is."iHe nurs RE TO BE EPDXY D G°R-e . ', 3W CUT PVC PIPE To 2. HYDRANT BRANCH NALLEBE FULLY - CITY OF MUSKEGO CJE NO.: CJE2201R8 MAY 27, 2022 - _LEGEND sawTARr SEWER PROPOSED SANITARY SEWER'S � ;g <' i MU LOCATORBOX c ; G ; 3 AND°OOVM�I UP L X SHALL BE ADJACENT TO HYDRANT < a ACEWINE- _ sEO.anaarz sw. zmz - an ca�u e n g I n e e r I n g REV.: 6/27/2022 —w— EXISTING WRIER M N01ATE5 THAT a AL P.V.C. a a �, ';I €" �" sCHDULE 40M 4. DaLE5TEM5 THTnNG WRAP qLN VALVES, o VA Fl N 8 H1DR i SH ° w VALVER % as awl aaal gn o I< an g a as conaM11n a�,3,s REV.: 7/07/2022 — —XJ— PRocosBo WATER MAIN —P— BURIED Gas MAIN — OVER HEAD WIRE x wA THE PVC PIPE MAIn A rvo. IOLcaucE y AND vERncAE srncK. corvmacroR R ATINIT BURY COPPER OWED TRACER SHiTo MAKE A SHIi 60PE0NTR E0 THE Dc G WRE SHALL BE �pa RE pro GAUGE o M of HE o a T o PIPEANDREDTOL r ao- 'F POLTETHLENE WRAP TO DRAIN. 5. CONTRACTORPNUG ALL HYDRANTS OO O° HYDRANiLEAD ScoNSz �efl �'� "fl Wm REV.: 7/14/2022 CONSTRUCTION SET REV.: 8/31/2022 — BURIED ELECTRIC — ` - .-- C HD STON RUHA 0 UN TER® a RETE BUT B"N°DACTOR A" {( CNR OPHgDNR A. F'USLIc w...TErs 1.4a.IN1 REV.: 10/5/2022 UTI— POLE WTH GUY WRE Y;t Exsr. STREET ucHT C.4(L-a 5 AMY CONCRETE BUTTRESS Sr°+° (MAY BE FIBLD Mlxj 5 ALL NOTIFY THE 6' (MAT BE FELD MIX) - ALL G DRA— THAT NEED 0 BE a -v��j uMEsrorvE cwPs 6, THE GCITY W MUSKEG° EHAu NOT / 3 ACCEPT CLOW HYDRANTS."^ a ✓�\\ 2"XeX1B" TRACER lwRE ACCESS BOX TRACER WIRE DETAIL NOT TO SCALE = MUSKEGO COMMERCE CENTER E-346T4 A� wA m APPROVED er ? fs'/ONAL F• -e- EXISTING STREET SIGN Ex'R. a rooDroL6ANiINR HYDRANT SETTING /L ea __ IIALE C3.1 ® nrvG STORMMLw Aeu z6e M NOT TO SCALE SHEET 4 OF 6 IV R7cj engineering m «R civil design and consulting 844 blI 844 s.�eei NElwe € I I W1 W (414) 3 sa �e ,aa,9wm 840 3z I CJ p40 NEENAH R-1661 SELF -SEAL OR EQUAL -- I 9ROPOSED GRaOE-OI£R IWATER MAN - ADJUST FRAME TO GRADE WITH PRECAST BE USED FOR SUBSEQUENTRINGS GET . CASTNADJUSTMENTSRINGSL DUE 836 836 fi" TO FINAL PAVEMENT LIFT. MANHOLE RIMS 26 1 4" TO BE SET AT LEAST 14 INCH BELOW PAVEMENT SURFACE. 832 _. I _._ I _. _. I _ _. _. _. C 2 rc 832 FOR E%STING SANTARY MANHOLE f INSTALLATION MATERIALS PER STANDARD SPECIFICATIONS PROP_..18' $TM. i NGRAIE ANDCONEOF EXISTNG SANTARY MANHOLE AND ADD FOR FOR WATER AND SEWER CONSTRUCTION IN W15CONSIN" ----- - INV. 632.62 ---- - --- ADDITIONAL BARREL SECTIONS. iORR-EEONNT UCT NE AID — LATEST EDITION. R 82" I I N WATER MAIN I MAN GRATE TOO MDGRADE PER f� R ACH EVE PROPOSED RN "�" CITY REQUREMENTS CONTRACTOR TO USE A MAXIMUM 12" OF ADJUSTED _ /52 RNGG. e 4 1/2" MIN. 824 ® j`� `T 20 p MANHOLE STEPS EQUALLY SPACED 824 VERTICALLY IN THE ASSEMBLED MANHOLE BE MINIMUM �5" I AT A MAXIMDM DESIGN DISTANCE OF 16" DIAMETER MADEMANHOLE OF PRECAST MATERIALS. I -- -- - ON CENTER, STEPS SHALL BE FABRICATED OF V DIA, GRADE 60 STEEL REINFORCING ROD WITH MOLDED ELASTIC _ 820 I 820 COVERING. BENCH SLOPE SHALL BE 2" PER FOOT .__.PROPOSED$" 816 PUBLIC SANITARY SEWER 816 O. ' CLASS 'D' CONCRETE I 1 I 12' "eTONE BEDDING AT WET ♦ � W 812 - -- - 812 SUBGRADE SANITARY MANHOLE 0 NOT TO SCALE 808 i 808 W L 804 I I 804 I I y�7 Z Q) Z 800 800 O ,O+OD 11+00EXISTING 12+QD `�l SANITARTMANHOLE v G PVC SE INV. - B22.11 (PER PLAN) PVC NW NV. = 32 (PER PLAN) C) EXISTING SANITARY �i ST 'm E%ISTNXISTANITgRT MANHOLE E- - 838.56 ser,o B� PVC SW INV. = 8222]1 r^ ll E INV. MANHOLE RIM = 845 72 (SITE BENCHMARK) = 833.]2 (PROJECT BENCHMARK) " °W $ E NV 822.88 (PER PLAN) ` S IINV. = 823.13 (PER PLAN) I (TO BE ABANDONED) I I ¢ a o w i rc o u a wap3y E%ISTNLG SANITA Y MANHOLE 11NV. LU Y S INV. = 834.04 (PER PLAN) g r 1 r 1 \ E NOTE ] I w °; �_ e"MPVC°NE - 820.,] (PER AN Y / / o W 2 PVC NW INV. = 819.]e (PER PLArv) 12" PVC SE INV. 819.]3 (PER PLAN) B X EXI TNO LU ' O eA E PVC1 ANI ART SWER �F R LAN) Cr \\ PNPD=DE�Lu 2R69°� a� ep2 W 0 o � c� su-i°L s•A. rv.'°n.s�� W \ \ \\ / a oall N ro9 IRS o Iw Dins \ Z a - - su°r"Anv u`°`mve — 0 O EXISTINGEXI_RIMun 65 IF R LAN) N INV. = 624.54 (PER ILAN)4T0 °" E°INV III it P 81xw°wv. I MAMMO E e1s.x N9.99 PROPOSED RAISE RIM 10.0 To eu.1 1T — BE NVV. PROPOSED 8" 8I9A3 PUBLIC SANITARY SEWER L=152' ® S=3.20% N3EE5_ CJE NO.: ETHE STANDARD SPElDFOATONS IORPSEWERPAND WATERCCONSTRUCTON LATEST EDIT_ OFE CJE2201R8 LEGEND — — — EXISTING SANITARY SEWER IN WISCo SN (sTANDA D SPECIFICATIONS) AND THE WISCONSIN ADMINISTRALVE PLUMBING CODE. N AppITON, ALL MATRIALS IAND NSTALLATON PER STANDARD SPECIFICATIONS OF THE CITY OF MUSKEGO AND INCLUDE THE FOLLOWING SECTIONS OF THE T REVSIONs: D;6,1]/1011 - CITY COMMENTS CITY OF MUSKEGO WSEG ] 4/2022 CITY COMMEN s CJE NO.: CJE2201R8 MAY 27 2022 PRoposeD sarvrtaer SEWER ATOMS ACSECTION 02500 - ROADWAIII ED Y END APPURTENANCES - oN 02900 LANDSCAPING e n g i n e e r i n g OIvI"I Bin and consulting REV.: 6/P7/2022 REV.: 7/07/2022 — — —.— EXISTNG WATER MAIN ., PROPOSED WATER MAIN — — BONED GAS MAN —P— OVER HEAD RE — — E— BURIED ELECTRIC 2. ALL TRENCHES IN PAVEMENT AREAS SHALL HAVE GRAVEL BACKFILT 3. PROPOSED SANITARY SEVER SHALL HAVE A MINIMUM 6 FEET OF COVER. 0ry RA TOR S ALL EOFY ALL SEWER CONNECTIONS PR ro UTILITY co"STRucnoN. NOTFYLTHE E MYER LA ANY plscREPANCIEs.IOR MwnIII �SCONS/ * cxnsoPHERA. AOKSUX •" ". " •'••""� M w =tee �� �a win _ MUSKEGO COMMERCE CENTER aavugMUT REV.: 7/14/2022 CONSTRUCTION SET REV.: 8/31/2022 REV.: 10/5/2022 EXSP TREE N1T1 GUY N,RE i STREET UNIT 5 WAUKESHA DEPARTMENT OF IRANSPORTAIION PERMIT Y WORK N1lHIN REQUIRED FOR AN JANESNLLE ROAD. SEWER 4' 15" WITH BURY DEPTH < ' SHALL BE PVC TYPE PSM, ASTM p}0}q, _` E_3{81{ = WAUWATOSA, _ ra�'0,1'T° OF NEI axe ROF WRD NO ROAD mosxc __y —1 EXISTING STREET SIGN ® EXISTING STORM CA WLYfPS GAMY - - 11 STALLTR o]X19p SIR 351TARY SANITARY SEWER 4"-15" WITH BURY DEPTH 16'-22' SHALL BE PVC TYPE PSM. ASTM 11114, SDR 11, C W SS10VALSIALS APPROVED BY. V. L al AREA ue-11n ALL ABANDONED STRUCTURES SHALL FOLLOW WSDOT STATE SPECIFICATIONS 204 FOR 1 - ARANDGNWENT. GRS SHEET 5 OF 6 -1, OF • I'Allus/z�L 1-1 OVER SLOPE Fw „oREETE METHOD SEE RETANTM%z� oleR Tns cuss, a Txs —.11 . s o CA PF ...... SEE oETrc�anGO.. oWMm. sT6u • - • ' osTA'�Ai/zi o _'lTacu zaJ vleE o.c. SLOPE DETAIL i' SLOPE TRENCHING UE rE,s �x mTTET LOPE IT Txs wo XA HY �µ u / T x TML WeNmeA.E Asm TEsooEm R \ \--rslurvn ounuP. END ROU- OVERLAP BOTTOM OF SLOPE TERMINATION SIDE SEAM ABUT xNAs."LE DETAIL x0 s o es,.eso,Ror �n � SIDESEAM OVERLAP ao EuxRE'xR al s� es sa Reaas arc ParMlel XOAP.,LE DETAIL �1 BLAB CONSTRUCTION SPECIFICATIONS EACHCavoTE BLOw CHaNETT AID MNaNNiO MREpUIREO RIP RaP THICxNE53 FOR NFOOO BECUO ZRO CHANNEL A A�HO MNMUMCOFF1 TOFF CLOTH ON BOTTOM AND SIDES OF PREPARED FWNDATW. ALL JOINTS i0 OVERLAP A WLGO 3. EXERCISE CARE IN RIP RAP PLACEMENT TO AVOID DAMAGE TO FILTER FABRIC. s� 46 FFALLEATPENDSAP . ON ZERO GRADE - TOP OF RIP RAP TO BE LEVEL WTH EXISTING OUTLET - NO 5 RIP RAP BE , ANDULAR. WELL GRACE TORE runic O 6. IMMEDIATELY AFTER RCSFT CONSTRUCTON STABILIZE ABILIZE ADISTURBED E RBED AREAS WITH VEGETATION. ® OUTLET PROTECTION FOR ENDSECTION C' RCP SW INVURB INLET NOT TO SCALE 18RIM = 84).23 (FL) MN, a woIAcl s T R T of T A A A .1CLIj sAcIxE. xc M.Tcn NL MA, LIE OCX RER To Iry wL ux OR m�ln R A Iry L FAaRIc END OF WALL TM T EL. 84SO Icy UP xA s (ASTx 0-3,es) RIM 846.90RR N(FL)J IrvLT m.TE RP.RMO rsIT lEjAM -,ee1 1zRAcv c v. = 8eo.90 nry S s�cLsxiWeY wslwT N CURB LET RIM = GRIS NFL w wMw./w.ET AT w ) 96 o nnaASTaeiun of eos F, .P 12' ftCP W IN . _ 9UIxEO,A1/4 :aD BGWTO' .4 NR E "A"T. NOTE , E RDusoROxc MATERIAL INSTALL IN ALL STORM INLETS AND7*7�— GATCII BASINS LOOMED WITHIN AND ' ADJACENT TO THE CONSTRUCTION AREA INLET GRATE SCREEN B.G.W a3 B 3 PER WDNR TECHNICAL STANDARD 1060 NT. 83S.0_� / EROSION MATTING TYPICAL INSTALLATION PER WDNR TECHNICAL STANDARD 1053 FOR CLASS 1, TYPE B EROSION MAT 5 INSTALL PER MANUFACTURERS SPECIFICATIONS .L -Y EaRI< NOT To SCALE xN,E FIT RHN. eE....L. Ie wRE CONSTRUCTION EXIT PER WDNR TECHNICAL STANDARD 1057 O GOT i0 SCALE an CONSTRUCTION SPECIFICATIONS .m.o PER ONE CPS (1056) 2022 WFU. N. UNITY: xo wMAx > RCA55TRUCTION SILT PENCE AROUND THE DISTURBED PER HEARRAND ECOLOGICAL GROUP, INC SEASSHSYSTEM EDRAINAGEPENDING WDNR PROVAI DIMENT MO EROSION NWISHED INTO uNSNalc sac aaww nw NT SEDIMENT 0 BE WISHED T WI6A S660 CONMERCE 990ROE POSTS NR CPS eAa v .u.',e "w'"`w 2 LWOMCAi EN JgNlS ARERNECCE65ART(REFER. TO ONR CPS 1 9 3 1 - •NOS Nu A ccFUT mA1056) lwo SILT FENCE TlE BACK (tos6) "»oM �" ExOARATR SOIL A,TA TMSrA IeTO w R nE �s M. E 4 FLYER FABRIC TD BE DF NttDN, PELTED ET siml[sq ruRlc PR50 M/LEI OR ET(MIN) rAND µITN EXTRA STRENGTH \ EAER UEI i9 rc — - 3L LEST 0.3 N. NIL/GO FT./MIN. FABRIC I OULOA GLOW TE OF � � > p1 aowp AT LEAS .3 G ¢ortrnlc T CONTAIN UL AWOLEi RAY INHIBITORS AND STABILIZERS. `. / - R ER ABRID 3HIC E NG~DRED BY �e. E.snc G. THEN FILTER LABRIO SHNALEBEO TIP EDc IN A a x 6 N t0 t�( TRENCH DETAIL ADD - NAILED To THEPUPSLOPE zoc oFBTHELPosisD/aa ¢ �T.S PLR 0x ros Dose) METPOST LONG, SPA ED/A MAXIMUM F 3 EY OR ET AR 3 = I• _ Pos. HOOK METHOD B. AIDE vnRE REEGRCENIENi N uF ABu2ED MINOR BwALES ETCHES AND DVERS WS�Si 82s JOINTING Two LENcrHs SILT FENCE 9. USE T APPROVED SILT FENCE \ OF SILT FENCE PER WDNR TECHNICAL STANDARD 1056 / PFR DxR cos NosR) Nor ro SCALE ®�®�0m©m00®It�O �cxe.•Rrur,�a.:ir�rer�r�uLrriLl�u�iro,�rrwrre�ll retJr ®eeseeem®meem m ��leleleelsmmmeem�m �sm�re�morm•sm m ��eleleelsm0eeem�m ���m�����m��� Illlllllllls LEGEND ----------- -D------------ EXISTING CONTOUR 946 PROPOSED CON— IS-5 PROPOSED ELEVATION ST PROPOSED STORM SEWER oyo SILT FENCE WWW.Di99erBH otln.... DIAL � OR (800) 242-8511 yy / �J9� NG GRO/ 1 G{t OV 0R: 'OSS T n O_ �z_ c _ engineering civil design and consulting 214 7. 4., I53T22t SITE BENCHMARK i / w =T-aT,gl�,.. NP®.`ar.' ANT EXISTINGHYDRANT NWBOLT BOLT= RANT COMMERCE DRIVE U6G, µgUE PUBLICRppGHi OF WA e- °' �� E,1, 6 Dx4 ,. S ail •�� •'$O \� __ �.`.\�'�..���\.������•�``��: �`\6SO,�•g ____�Bo , , 3 _ _ S R bp9� "ff-F Ems,' �j m 09' yy i m r �A91: .: / fY.TrIA 1"w� I =' TM �w�✓� YIYT� alwN.r..w -. _ ww.or.ANA.w. wM• 4,- elFvxneN wD�MIEw OTREE PROTECTION DETAIL NOT TO GOAL HAUL ROUTE AND ROTO MAINTENANCE PLAN THE ROUND ROAD. CONTINUE SWTHBOUxDAOUT TO ,ASDMON MOORV.rvDD ROADYVNTOiLDTHE iNTERSECTON OGOMOORLnNDGAD OAD ANDRI.AND 1ALL NTER IIVE EROSION AND SEDIMENT CONTROL PRACDOES WILL FOR STABILITY AND OPERATION FOLLOWING EVERYE DONEE MEN MEAD 9WTT ON COMUERCE DRIVEDGOMPROEECTNLOCATONK-1 AND CONINUE TO COMERCE TIANDGN E EVERTCWEEK R ANY EEEO FN NO CASE OLLOWING PARS WT LEBE TRAWGWEBTBOuNO: DDIDESIEC.NIMMEDIATELY TO MaNTAIN ALL PRACTICES AS L'IT INTERSTATE 4AD ROC WAYG RAG ROAD TA RTO OAD AND C .. EIRCE CENTER 1ARNWA1. `2EU.D IT OF COMMERCE CENTER PARK Al ND C THUS TO FENCE,CE WHEN IT BECOMES ES ABOUWILL BERREPAIRED EAS NECESSARY ET It' COMMERCE DRIVE. THEN HEAD SOUTH ON COMMERCE DRIVE TO PROJECT LOCATION, TO M IN AR NOTES: AL SE DED A EA5 ML B WATE 1. ALL EROSION CONTROL METHODS SHALL BE IN ACCORDANCE WITH THE CITY OF NGOROuS. OErvSECVEGETAiIVE COVERDO HE i0 MAINTAIN A MU SKEGO STANDARDS AND WDNR CPS TECHNICAL STANDARDS. CONSTRUCTION SCHEDULE Nr YDMENT REACHING ATPCBUC OR PRIVATE THE END Z. ALL EXPOSED SOIL AREAS NOT DISTURBED WITHIN SEVEN (T) DAYS SHALL BE IMMEDIATELY RESTORED WITH SEED AND MULCH OR POLYMER. L % OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS. / 2.1 STALL c,N3TRUCT" EXI of EACH oar. SEE WDNR TECHNICAL STANDARD 1059 FOR SEEDING DILL TEN11 TEN' ATOM DURING GROWING SEASON (SOIL TEMPERATURES REMAIN CONSISTENTLY ABOVE 53'): BASINOF STOCK RUS TO R, O'GM.— By CONTRACTOR TO USE IS SEDIMENT BASINSIEnPORPROR DRG STABILIZATION METHODS 3. DISTURBED AREA: 221,320 S.F. (5.081 ACRES) SEASON (MAY 2 - O 31))ATEMPORARY B ROUGH GRADE AND OVER ExcavaTE BoiroM of NGsiic RNN CROP)TO BE USED FOR TEMPORARY STABIVZATON 4, EROSION CONTROL SHALL MEET THE REQUIREMENTS OF THE CITY OF MUSKEGO AND siftucnRE AND PIPES. DURING WDNR STANDARDS. II REMOVE TEMPORARY MIG-OCK PILE FROM SITE S ecies Lbs Acre Percent Purit 5. CONTRACTOR SHALL STREET SWEEP AND KEEP ALL PAVEMENT SURFACES WITHIN CITY ROW CLEAN AND FREE OF DEBRIS. IN AL nsw STORM INLETS Cereal Rye 131• 9> Winter Wheat 131' 95 6. CONTRACTOR SHALL NOTIFY THE CITY OF MUSKEGO OF ALL CHANGES TO THE EROSION CONTROL PRACTICES Annual R a — 9) EROSION CONTROL PLAN. CITY OF MUSKEGO SHALL REVIEW AND APPROVE ALL VEGETAGS AND MAT ALL DISTURBED AREASL SLOPES. a ee In953 CHANGES PRIOR TO COMMENCING WORK. 10 SILT FENCE TYPE B11 TH GO CEDED REPAIRS WLL BE ). EROSION CONTROL PLAN SHALL BE KEPT ON SITE AT ALL TIMES DURING ,* DOUBLE SILT FENCE PERFORMED IMMEDIATELY Rr aaiOVEEMBERI- Y,NWNTRACTOR CONSTRUCTION. CONTROL ROSIO o MEASURES AND vSCETATE THE DISTURBED AREAS. OE PIZER AN) DURING SITE CON TWOOT RUCTION. NL 8. THE Cltt OF MUSKEGO SHALL TEMPORARILY TERMINATE CONSTRUCTION UNTIL ALL R I (uaonTEn Ti%zjzm �)r�SEC AwoNR TECHNICALSTANOARo Ioso. 2 CONSTRUCTION EXIT EpUAE IN ALL ROa05 DE EROSION CONTROL MEASURES ARE UPDATED AND TO THE SATISFACTION OF THE CITY. C C IF CONSTRUCTION IS TEMPORARILY SHUT DOWN BY THE CITY OF ARE ALL THE 1. NOTIFY RAN rEP iniiso NO 0. ONCE [ON CONTRACTOR SHALL GET APPROVAL FROM THE CITY WHEN THEY ARE ALLOWED TO INLET PROTECTION OTHER BONES 41 US aCL PRIER To TARING GDETRUGTION MORE THIN I4 DAvS. DE GR AT WLL oTHERM E ExI6T FOR R s P s a COMMENCE WORK. ® OUTLET PROTECTIONLY ANUFFCGJRERS INSTALL PER D THERE IS NO CHANCE EROSION CAN 9. TREES ALONG COMMERCE DRIVE ARE TO REMAIN AND BE PROTECTED 05 EROSION MATTING SPECI TAKE PLACE,2. USHED AFTER SHE IS GRC A © SEDIMENT BASIN PHIC SSCALE 07 TREE PROTECTION D (INFEET) w EROSION CONTROL PLAN CJE NO.: CJE2201R8 MAY 27, 2022 REV.: 6/27/2022 REV.: 7/07/2022 REV.: 8/31/2022 REV.:10/5/2022 \T� c ISTOPHER A. T}% HREA36 ON A 14 WAUWATOSA > %P WI Wa v: SON L C4.0 IV N CITY OF MUSKEGO Staff Report to Public Works and Safety Committee To: Public Works and Safety Committee From: Scott Kroeger, PE, PLS, Public Works and Development Director Subject: Request for Crosswalk Pavement Markings at Woods and Plum Creek Blvd Date: October 17, 2022 The City of Muskego Public Work and Safety Committee has received a request for Crosswalk Pavement Markings at the intersection of Woods Road and Plum Creek Blvd. Woods Road has a speed limit of 35 mph and is classified as an arterial road by Waukesha County. There are no plans to drop the speed limit along Woods Road. Below are photos of the existing intersection. Looking South at the intersection 23 Looking West at the intersection Additionally, I created a sketch of a potential crosswalk to provide a visual. I estimated about $8,000 to $10,000 to do this work. Crash Data In the last 5 years the Police had one reportable accident at this intersection. Here is some background information on the use of crosswalk lines per different guidelines. • According to MUTCD (Manual on Uniform Traffic Control Devices for Streets and Highways), "Crosswalk lines should not be used indiscriminately. An engineering study should be performed before a marked crosswalk is installed at a location away from a traffic control signal or an approach controlled by a STOP or YIELD sign. The engineering study should consider the number of lanes, the presence of a 24 median, the distance from adjacent signalized intersections, the pedestrian volumes and delays, traffic volumes, the posted or statutory speed limit or 85th-percentile speed, the geometry of the location, the possible consolidation of multiple crossing points, the availability of street lighting, and other appropriate factors." • According to a FHWA (Federal Highway Administration) study, "Marked pedestrian crosswalks may be used to delineate preferred pedestrian paths across roadways under the following conditions: 1. At locations with STOP signs to direct pedestrians to those crossing locations and to prevent vehicular traffic from blocking the pedestrian path when stopping for a STOP sign. At unsignalized street crossing locations in designated school zones. Use of adult crossing guards, school signs and markings, and/or traffic signals (when warranted) should be considered in conjunction with the marked crosswalk, as needed. 3. At unsignalized locations where engineering judgment dictates that the number of motor vehicle lanes, pedestrian exposure, traffic volumes, posted speed limit, and geometry of the location would make the use of specially designated crosswalks desirable for traffic/pedestrian safety and mobility." According to WisDOT FDM (Facilities Development Manual), "Regions may permit the placement of crosswalk markings, which shall be based on a community pedestrian plan and/or a traffic engineering assessment of need. When used, the traffic study and/or engineering judgment should consider the following site -specific characteristics. • Pedestrian volumes and types and pedestrian delay • Traffic volumes including trucks and turning movements • Traffic control; signal, stop, yield or none • Posted speed • Geometrics including number of lanes and width of crossing • Visibility Additional measures necessary for safety may need to be addressed. More detailed guidance on pedestrian safety measures can be found in TCRP Report 112 / NCHRP Report 562, "Improving Pedestrian Safety at Unsignalized Crossings", FHWA 2005 Final Report, "Safety Effects of Marked Versus Unmarked Crosswalks at Uncontrolled Locations", and the "Wisconsin Pedestrian Best Practices Guide"." Recommendation for Action by the Committee: From an engineering standpoint here are my findings: 1. There is not enough pedestrian traffic, currently or in the future to justify a cross walk at this location. Furthermore, the City of Muskego would incur an upfront cost and would be obligated to maintain which is not justifiable. 2. Based on my research, practices on the use of crosswalk pavement markings at an unsignalized intersection vary. I have provided three guidelines as background for the committee to review. There is not a strong warrant under any of three guidelines to justify these crosswalks. To provide a similar situation in the City of Muskego, would be to look at Woods Road from Racine Avenue to Moorland Road. Woods Road has a speed limit of 35 mph. There is a trail along the entire north side of the road. This is a heavy residential corridor as well. 25 There are no crosswalks across Woods Road accept for at the intersections of Racine Avenue, Quietwood Drive, and Moorland Road. 26 4p, M A-V-, N At 4'e. 44 R 4 do UPW Ap .0 : lb 7tff - ��-& � lr7 qry Ijar 1A ipjwoTIT O-- 04QL--1 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 a 3-Way Stop at the Intersection of McShane Dr and Coventry Ln Date: October 17, 2022 The City of Muskego Public Works and Safety Committee has received a request for a 3 way stop at the intersection of McShane Drive and Coventry Lane. Currently, there is a stop sign at Coventry Lane and uncontrolled for McShane Drive. McShane Drive has a speed limit of 25 mph in the City of Franklin and 30 mph in the City of Muskego. McShane Drive is classified as a collector road by Waukesha County. A collector street is defined as "a street used or intended to be used, to carry traffic from minor streets to the major system of arterial streets including the principal entrance streets to residential developments". There are no plans to drop the speed limit along McShane Drive. Ryan and I met on site with the requestor. The main concern is when traveling west on McShane Drive there is a hill located just east of the intersection (refer to attach view). This makes it difficult for a driver to see cars on McShane heading west and vice versa. The City of Muskego DPW cleaned up the vision triangle at the intersection by cutting down trees and trimming branches. The plan is to relocate or adjust signage near the intersection as well. There have been no accidents at this intersection in the last 5 years. I have also attached a speed study performed by the police. From an engineering point of view, this is scenario that is being described: "INADEQUATE VISIBILITY OF THE INTERSECTION OR THE REGULATORY TRAFFIC CONTROL DEVICE Definition: The motorists' ability to see an upcoming intersection and/or the intersection traffic control sign along that approach is limited. Explanation: Regardless of the traffic control used, the intersection should be visible far enough in advance so that the motorist is able to react appropriately and safely. A basic principle of highway design is to provide enough stopping sight distance continuously along each highway or street such that drivers can stop if necessary (under yield control) or if required (under stop control). The minimum sight distance (visibility) depends on the control that exists. For an uncontrolled intersection, motorists approaching from all directions should be able to see not just the intersection but also the opposing minor street approaches from a distance that would be sufficient for them to safely react. If the intersection is controlled by a STOP or YIELD sign, the motorist approaching on the major road should be able to see the intersection from at least the stopping sight distance. The minimum stopping sight distance depends on the design speed of the road. Published by the American Association of State Highway and Transportation Officials (AASHTO) and commonly referred to as the Green Book, the national design guide A Policy on Geometric Design of Highways and Streets provides direction on how to determine the appropriate stopping sight distance for a given location. The stopping sight distances for various design speeds on a level road are shown in the following table. 28 Stopping sight distance on a level road STOPPING SIGHT SPEED (MPH) DISTANCE (FEET) 25 155 30 200 35 250 40 305 45 360 50 425 55 495 60 570 65 645 Source: Table 3-1, A Policy on Geometric Design of Highways and Streets, 6th Edition, AASHTO, 2011. Sight distance to and from the intersection can be measured directly during a field survey. If the requisite stopping sight distance is not available, then an advance intersection warning sign or other treatment may be necessary." A yellow warning sign for intersection ahead has been installed heading west on McShane Drive. Recommendation for Action by the Committee: My recommendation is for the City of Muskego to maintain the vision triangle at this intersection by trimming trees and cutting trees down as needed. Police need to continue to enforce the speed limit in the area. The intersection does not warrant stop signs to be place on McShane Drive. The long-term goal would be for when McShane Road in the City of Franklin gets resurfaced the hill gets shaved down to allow for better sight distances. 29 Jo gle Maps 7676 Coventry Ln skego, Wisconsin Google ,et View - Jul 2022 <J Service! 0 qW r" 4 Lcook-ioll Willow Broc w+, OkOllAcS� etm. & Car Image capture: Jul 2022 - 2022 G-gle o+n tovc�►.��ry �t 30 r M For Project: McShane Dr./Coventry Lane Project Notes: Location/Name: Incoming Report Generated: 9/8/2022 08:21 Speed Intervals 1 MPH Time Intervals Instant Traffic Report From 8/18/2022 13:00:00 through 9/6/2022 14:59:59 85th Percentile Speed 41 MPH 85th Percentile Vehicles 12322 Max Speed 64MPH on 8/21/2022 01:52:40 Total Vehicles 14497 AADT: 759 Volumes - weekly counts Time 5 Day 7 Day Average Daily 777 730 AM Peal: 07:00 84 65 PM Peak 03:00 67 63 Speed Speed Limit: 30 85th Percentile Speed: 41 50th Percentile Speed: 37 10 MPH Pace Interval: 32.0 MPH to 42.0 MPH Average Speed: 36.71 Monday Tuesday Wednesday Thursday Friday Saturday Count over limit 1917 2049 1553 2193 2290 1725 % over limit 92.9 91.7 91.8 93.8 91.5 91.1 Avg Speeder 37.4 37.6 37.9 37.8 37.4 37.3 Class Counts Number % VEH_SM 0 0 VEH_MED 14123 97.4 VEH_LG 374 2.6 [VEH_SM=motorcycle, VEH_MED=sedan, VEH_LG = truck] 1609 90.7 37.5 N M For Project: McShane Dr./Coventry Lane Project Notes: Location/Name: Outgoing Report Generated: 9/8/2022 08:21 Speed Intervals 1 MPH Time Intervals Instant Traffic Report From 8/18/2022 13:00:00 through 9/6/2022 14:59:59 85th Percentile Speed 40 MPH 85th Percentile Vehicles 12527 Max Speed 70 MPH on 8/24/2022 19:12:59 Total Vehicles 14738 AADT: 772 Volumes - weekly counts Time 5 Day 7 Day Average Daily 790 742 AM Peak 11:00 53 52 PM Peak 05:00 87 73 Speed Speed Limit: 30 85th Percentile Speed: 40 50th Percentile Speed: 36 10 MPH Pace Interval: 31.0 MPH to 41.0 MPH Average Speed: 35.57 Monday Tuesday Wednesday Thursday Friday Count over limit 1919 1822 1518 2288 2157 % over limit 90.1 94.6 87.6 92.0 86.5 Avg Speeder 36.7 36.7 36.9 37.1 36.5 Class Counts Number % VEH_SM 237 1.6 VEH MED 14202 96.4 VEH LG 299 2 [VEH_SM=motorcycle, VEH_MED = sedan, VEH_LG =truck] Saturday Sund 1661 1648 86.9 89.9 36.4 36.7