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PUBLIC WORKS AND SAFETY COMMITTEE Agenda Packet 05182020CITY OF MUSKEGO PUBLIC WORKS AND SAFETY COMMITTEE AGENDA 05/18/2020 5:00 PM Muskego City Hall, Council Chambers, W182 S8200 Racine Avenue CALL TO ORDER PLEDGE OF ALLEGIANCE ROLL CALL STATEMENT OF PUBLIC NOTICE APPROVAL OF MINUTES Approval of Minutes of the January 20, 2020 Meeting STATUS OF PROJECTS Discussion update. No formal action may be taken on the following: Great Water Alliance Hillendale Reconstruction NEW BUSINESS Discussion update and possible action may be taken on any or all of the following: Acceptance of Public Watermain for Muskego School Apts/Commonwealth Acceptance of Public Watermain for Kwik Trip Request for Additional Turtle Crossing Signs on Durham Drive 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, PLEASE CONTACT MUSKEGO CITY HALL, (262) 679-4145. Packet Page 1 Unapproved CITY OF MUSKEGO PUBLIC WORKS AND SAFETY COMMITTEE MINUTES January 20, 2020 5:00 PM Muskego City Hall, W182 S8200 Racine Avenue CALL TO ORDER Alderperson Borgman called the meeting to order at 5:02 PM. PLEDGE OF ALLEGIANCE Those present recited the Pledge of Allegiance. ROLL CALL Present: Alderperson Borgman, Alderperson Hammel, Scott Kroeger, Director of Public Works and Development Absent: Alderperson Madden STATEMENT OF PUBLIC NOTICE The meeting was posted in accordance with open meeting laws. APPROVAL OF MINUTES Alderperson Hammel made a motion to approve the minutes of November 18, 2019 meeting. Alderperson Borgman seconded. Motion Passed 2 in favor. STATUS OF PROJECTS Discussion update. No formal action may be taken on any of the following: Great Water Alliance Director Kroeger stated he does not have any new updates at this time, nor has the Public Information Meeting been scheduled. Hillendale Reconstruction Director Kroeger stated he does not have any new updates at this time. Questions from residents have decreased. The project will go out to bid in December 2020, with construction starting in Spring 2021. 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: Sanitary Sewer Easement to be Vacated (CSM 6684) Director Kroeger explained the background behind the need for this original easement. It is no longer necessary, plus the road has been previously vacated as well. Alderperson Hammel made a motion to Vacate the Sanitary Sewer Easement. Seconded by Alderperson Borgman.Page 1 of 2 Approval of Minutes of the January 20, 2020 Meeting Packet Page 2 Motion Passed 2 in favor. 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 of action to committee members.) COMMUNICATIONS AND MISCELLANEOUS BUSINESS AS AUTHORIZED BY LAW ADJOURNMENT Alderperson Hammel made a motion to adjourn at 5:08 PM. Alderperson Borgman seconded. Motion Passed 2 in favor. Respectfully Submitted, Wendy Fredlund Recording Secretary Page 2 of 2 Approval of Minutes of the January 20, 2020 Meeting Packet Page 3 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 School Apartments – Public Watermain Approval Date: May 18, 2020 The City of Muskego has reviewed Muskego School Apartments public watermain plans. Please refer to the attached watermain plan sheets. The watermain 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 these plans to move forward contingent upon all City of Muskego staff comments being addressed. Recommendation for Action by the Committee: Approve the watermain design plans for the Muskego School Apartments project, contingent upon all City of Muskego staff comments being addressed. Page 1 of 3 Acceptance of Public Watermain for Muskego School... Packet Page 4 ARCHITECTS ● ENGINEERS ● SURVEYORS ©2019 EXCEL ENGINEERING, INC. SHEET NUMBER PROJECT INFORMATION PROFESSIONAL SEAL Always aBetter Plan100 Camelot DriveFond Du Lac, WI 54935Phone: (920) 926-9800www.EXCELENGINEER.com JOB NUMBER 1944520 NE W P R O J E C T F O R : MU S K E G O S C H O O L A P A R T M E N T S S7 5 W 1 7 4 7 6 J A N E S V I L L E R D . ● M U S K E G O , W I SHEET DATES ISSUE DATE REVISIONS WM1MICHI DR. OCT. 21, 2019 AD1 NOV. 21, 2019 AD2 JAN. 2, 2020 AD3 JAN. 29, 2020 CB1 MAR. 12, 2020 Page 2 of 3 Acceptance of Public Watermain for Muskego School... Packet Page 5 ARCHITECTS ● ENGINEERS ● SURVEYORS ©2019 EXCEL ENGINEERING, INC. SHEET NUMBER PROJECT INFORMATION PROFESSIONAL SEAL Always aBetter Plan100 Camelot DriveFond Du Lac, WI 54935Phone: (920) 926-9800www.EXCELENGINEER.com JOB NUMBER 1944520 NE W P R O J E C T F O R : MU S K E G O S C H O O L A P A R T M E N T S S7 5 W 1 7 4 7 6 J A N E S V I L L E R D . ● M U S K E G O , W I SHEET DATES ISSUE DATE REVISIONS WM2HYDRANT PLAN AND PROFILES JAN. 2, 2020 AD2 JAN. 2, 2020 AD3 JAN. 29, 2020 CB1 MAR. 12, 2020 Page 3 of 3 Acceptance of Public Watermain for Muskego School... Packet Page 6 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: Kwik Trip – Public Watermain Approval Date: May 18, 2020 The City of Muskego has reviewed the Kwik Trip plan set located on the corner of Janesville Road and College Avenue. The most recent public watermain sheets have been attached. Please refer to the public watermain design sheets for your review. The public watermain 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 the public watermain plans to move forward contingent upon all City of Muskego staff comments being addressed. Recommendation for Action by the Committee: Approve the public watermain design plans for the Kwik Trip contingent upon all City of Muskego staff comments being addressed. Page 1 of 7 Acceptance of Public Watermain for Kwik Trip Packet Page 7 MU S K E G O , W I S C O N S I N S6 3 W 1 3 5 1 0 J A N E S V I L L E R O A D CO N V E N I E N C E S T O R E # 1 0 8 0 FAX (608) 781-8960 PH. (608) 781-8988 LA CROSSE, WI 54602-2107 1626 OAK STREET P.O. BOX 2107 KWIK TRIP, Inc. S. ANDERSON / L. OLSON 119.0620.30 NOTED DRAWN BY SCALE PROJ. NO. DATE SHEET DESCRIPTIONDATE# 5010 VOGES ROAD MADISON, WISCONSIN 53718 608-838-0444 FEBRUARY 4, 2020 REVISIONS PER CITY REVIEW3/3/2020 WETLAND DELINEATION4/22/2020 REVISIONS PER CITY REVIEW5/1/2020 T 1.0 TI T L E S H E E T WAUKESHA COUNTY KWIK TRIP CONVENIENCE STORE # 1080 SECTION 1, TOWNSHIP 5N, RANGE 20E TOLL FREE 1-800-242-8511 CALL DIGGERS HOTLINE TITLE SHEET SHEET TITLESHEET # REGIONAL SITE LOCATION MAP CITY OF MUSKEGO, WAUKESHA COUNTY, WISCONSIN T 1.0 DM 1.0 -1.1 SP 1.0 SP 1.2 CAUTION: CERTAIN UNDERGROUND UTILITIES HAVE BEEN LOCATED ON THE PLANS. THESE LOCATIONS SHALL NOT BE TAKEN AS CONCLUSIVE. VERIFICATION TO THE SATISFACTION OF THE CONTRACTOR OF ALL UNDERGROUND UTILITES, WHETHER SHOWN ON THE DRAWING OR NOT, SHALL BE ASSUMED AS A CONDITION OF THE CONTRACT. FOR EXACT LOCATION CONTACT DIGGERS HOTLINE 1-800-242-8511 EXISTING SITE & DEMOLITION PLAN SP 1.1 SITE PLAN - LAYOUT SITE TURNING MOVEMENTS SITE PLAN - KEYNOTE GRADING PLAN - SPOT DETAILSP 2.1 SP 2.0 SITE GRADING BENCHMARKS W. COLLEGE AVENUE (CTH HH) ACCESSIBLE PLANSP 2.3 STORM SEWER PLANSP 3.0 UTILITY PLANSP 3.1 MISC. DETAILSSP 4.0 - 4.2 EROSION CONTROL PLANSWP 1.0 EROSION CONTROL NOTESSWP 1.1 EROSION CONTROL DETAILSSWP 1.2 - 1.3 LANDSCAPE NOTESL 1.0 LANDSCAPE PLANL 1.1 PHOTOMETRIC SITE PLANE 1.0 W. JA N E S V I L L E R D . ( C T H L ) S. S U N N Y S L O P E R D . BENCHMARK #1 - PK NAIL IN NORTHWEST DRIVEWAY ELEV. = 848.60 BENCHMARK #2 - REBAR IN CENTER MEDIAN ELEV. = 831.63 LANDSCAPE DETAILSL 1.2 T E S S C O R N E R S D R . SITE EXISTING ALTA SURVEY (BY OTHERS)CS-1 UTILITY WATER MAIN PLANSP 5.0 UTILITY WATER MAIN PLAN & PROFILESP 5.1 - 5.2 UTILITY WATER MAIN DETAILSSP 5.3 CTH HH - EXISTING, DEMOLITION, ANDSP 6.0 CTH HH - SITE PLAN LAYOUT SP 6.1 CTH HH - GRADING PLAN SP 6.2 CTH HH - TRAFFIC CONTROL PLAN SP 6.3 EROSION CONTROL PLAN GRADING PLAN - SPOT DETAILSP 2.2 Page 2 of 7 Acceptance of Public Watermain for Kwik Trip Packet Page 8 CA R WA S H R E J E C T R E J E C T R E J E C T NO PA R K I N G LO A D I N G ZO N E R E J E C T R E J E C T ONLY S6 3 W 1 3 7 0 0 J A N E S V I L L E R O A D M S K C 2 1 6 2 9 9 7 0 0 2 13 5 4 0 W . C O L L E G E A V E N U E N B C 1 2 9 5 9 9 1 N O A D D R E S S A S S I G N E D N B C 1 2 9 5 9 9 2 8 3 0 8 2 8 8 2 9 8 3 1 8 3 2 8 3 3 8 3 4 83 0 82 7 82 8 82 9 83 1 83 5 83 2 83 3 83 4 83 6 83 7 840 838 839 841 842 843 844 839 838 845 841 842 843 844 846 847 840 839 841 842 843 838 8 4 0 8 4 5 8 4 1 8 4 2 8 4 3 8 4 4 8 4 68 4 7 8 4 8 849 835 840 845 832 833 834 836 837 838 839 841 84 2 843 844 846 847 848 840 838 839 8 3 5 831 832 833 834 840 845 838 839 841 842 843 844 846 84 8 847 848 83 9 83 8 83 7 8 3 7 83 8 8 3 8 838 83 9 83 9 8 3 9 WV WV WV WV B- 3 B- 1 B- 2 B- 6 B- 4 B- 5 ST ST FAX (608) 781-8960 PH. (608) 781-8988 LA CROSSE, WI 54602-2107 1626 OAK STREET P.O. BOX 2107 KWIK TRIP, Inc. S. ANDERSON / L. OLSON 119.0620.30 NOTED DRAWN BY SCALE PROJ. NO. DATE SHEET DESCRIPTIONDATE# 5010 VOGES ROAD MADISON, WISCONSIN 53718 608-838-0444 MU S K E G O , W I S C O N S I N S6 3 W 1 3 5 1 0 J A N E S V I L L E R O A D CO N V E N I E N C E S T O R E # 1 0 8 0 FEBRUARY 4, 2020 REVISIONS PER CITY REVIEW3/3/2020 WETLAND DELINEATION4/22/2020 REVISIONS PER CITY REVIEW5/1/2020 SP 2.0 SI T E G R A D I N G TOLL FREE 1-800-242-8511 CALL DIGGERS HOTLINE NOTES: -ALL SILT FENCE MUST BE INSTALLED BY THE CONTRACTOR AND INSPECTED BY THE CITY PRIOR TO ANY SITE WORK. -SITE EROSION CONTROL MEASURES MUST BE IN PLACE AT ALL TIMES. SHOULD DEVICES BE REMOVED FOR WORK ACCESS, THEY SHALL BE REINSTALLED AT THE END OF EACH WORK DAY UNTIL PAVEMENTS HAVE BEEN INSTALLED AND ALL LANDSCAPE AREAS HAVE BEEN MULCHED AND SODDED. SEEDED AREAS MUST EXHIBIT MINIMUM OF 70% SOIL COVERAGE. -REFER TO THE EROSION CONTROL PLAN NOTES AND DETAIL SHEETS FOR MORE INFORMATION. CONTACT JEFF OSGOOD KWIK TRIP, INC P0 BOX 2107 LACROSSE, WI 54602 608-793-5547 CONSTRUCTION SEQUENCE *INSTALL EROSION/SEDIMENT CONTROL MEASURES *INSTALL STORMWATER MANAGEMENT SEDIMENT BASINS *INSTALL STORM SEWER *INSTALL STRUCTURES *INSTALL PAVEMENTS *INSTALL LAWN/ LANDSCAPE *FLUSH STORM SEWER *REMOVE EROSION CONTROL MEASURES ONLY AFTER ALL PAVEMENTS HAVE BEEN INSTALLED AND ALL SOILS HAVE BEEN STABILIZED NOTE FOR GRADING CONTRACTOR: ANY PROPERTY IRONS THAT ARE DISTURBED IN THE GRADING PROCESS SHALL BE RESET BY A LICENSED LAND SURVEYOR AT NO ADDITIONAL COST TO THE OWNER. KWIK TRIP STORE #1080 FFE 838.80'CAR WASH FFE 838.13' W. C O L L E G E A V E N U E ( C T H H H ) W. JANESVILLE ROAD (CTH L) SEE SHEET SP 6.2 FOR DRIVEWAY GRADING NOTES: ENGINEER TO OBTAIN RIGHT-OF-WAY EXCAVATION PERMIT PRIOR TO BEGINNING SITE WORK. CONSTRUCTION FENCING TO BE INSTALLED AROUND ENTIRE CONSTRUCTION SITE. COORDINATE WITH OWNER FOR FENCING AND GATE LOCATION AND APPROPRIATE SIGNAGE LOCATION. PLAN PREPARED FROM ALTA LAND TITLE SURVEY BY: RIZAL W. ISKANDARSJACH, RLS JSD PROFESSIONAL SERVICES W238N1610 BUSSE ROAD, SUITE 100 WAUKESHA, WI 53188 262-513-0666 CONTRACTOR SHALL LOCATE ALL UTILITIES WHICH MAY AFFECT THIS WORK NOTIFY THE OWNER OF ANY POTENTIAL CONFLICTS. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED ELEVATIONS PRIOR TO START OF CONSTRUCTION. VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE WITH GRADING PLAN, PARTICULARLY WITH WALK, AND/OR PAVEMENTS TO REMAIN. MEET EXISTING GRADES ALONG STREETS, PROPERTY LINES, AND DRIVEWAY ENTRANCES. RESTORE ALL EXISTING PAVEMENTS THAT REMAIN TO THEIR ORIGINAL, IF NOT BETTER CONDITION. NOTIFY OWNER OF ANY CONFLICTS. AREAS NOT PAVED AND TO BE LANDSCAPED SHALL RECEIVE MINIMUM OF 4" DEPTH COMPACTED TOPSOIL. CONTRACTOR SHALL COORDINATE GRADING AND INSTALLATION OF DRIVES IN R.O.W. WITH APPROPRIATE GOVERNMENT AGENCIES. OBTAIN APPROPRIATE PERMITS FOR GRADING AND DRAINAGE IN ALL R.O.W. REFER TO OWNERS SPECIFICATIONS FOR CURB, APPROACH, AND CONCRETE PROFILES AS WELL AS ADDITIONAL SITE STANDARDS RELATED TO THIS PROJECT. EXCAVATOR IS RESPONSIBLE FOR ALL EROSION CONTROL INSPECTIONS CONTRACTOR SHALL PROVIDE AS-BUILT OF PROPOSED STORMWATER BASIN AND OUTFALL SYSTEM ONCE CONSTRUCTION IS COMPLETE. DESIGN DEVELOPMENT ENGINEER SHALL REVIEW AND CONFIRM THAT PROPOSED STORMWATER BASIN MEETS OR EXCEEDS CITY APPROVED STORMWATER MANAGEMENT PLAN. ALL STORMWATER BASINS AND OUTFALL SYSTEMS SHALL BE CORRECTED AT THE DEVELOPMENT TEAMS' EXPENSE TO MEET APPROVED CONDITIONS. FINAL APPROVED AS-BUILT SHALL BE STAMPED AND SIGNED BY A PROFESSIONAL ENGINEER. CONTRACTOR SHALL PLANT PRAIRIE SEED MIX IMMEDIATELY AFTER FINE GRADING AT ALL LOCATIONS THAT REQUIRE SEED MIX. NO TEMPORARY SEED MIX SHALL BE INSTALLED AT LOCATIONS WHERE PRAIRIE SEED MIX WILL BE PLANTED. TRENCH DRAIN EXISTING PROPERTY LINE EXISTING PROPERTY LINE EXISTING PROPERTY LINE Page 3 of 7 Acceptance of Public Watermain for Kwik Trip Packet Page 9 P A R C E L 1 A N D P A R T O F P A R C E L 2 C S M N O . 4 8 7 8 ON L Y S6 3 W 1 3 7 0 0 J A N E S V I L L E R O A D M S K C 2 1 6 2 9 9 7 0 0 2 13 5 4 0 W . C O L L E G E A V E N U E NB C 1 2 9 5 9 9 1 N O A D D R E S S A S S I G N E D N B C 1 2 9 5 9 9 2 13 6 3 6 W . C O L L E G E A V E N U E N B C 1 2 9 5 0 9 3 W 1 3 7 S 6 3 3 6 J A N E S V I L L E R O A D M S K C 2 1 6 2 9 9 7 0 0 1 CA R WA S H R E J E C T R E J E C T R E J E C T NO PA R K I N G LO A D I N G ZO N E R E J E C T ONLY R E J E C T G G WV WV WV WV WV WV W W W WV WV WV WV WV WV BEGIN WATER LINE 0+38.40 END WATER LINE 10+67.93 392 L.F. - 16-INCH PVC AWWA C-905 @ 0.81% 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 10+80 BP S T A 0 + 0 0 . 0 0 EP S T A 1 0 + 8 0 . 3 6 HYDRANT 1 STATION= 2+46.26 OFFSET= -10.80' L HYDRANT 2 STATION= 6+46.22 OFFSET= -8.02' L HYDRANT 3 STATION= 10+46.25 OFFSET= -6.37' L CONNECT WATER LINE STATION= 9+84.74 OFFSET= 0.00' L 4" D.I. WATER LINE SANITARY SEWER CROSSING STATION= 8+86.95 OFFSET= 0.00' STORM SEWER CROSSING STATION= 7+17.80 OFFSET= 0.00'SANITARY SEWER CROSSING STATION= 5+37.02 OFFSET= 0.00' RSANITARY SEWER CROSSING STATION= 2+26.94 OFFSET= 0.00' L FIBER OPTIC CROSSING STATION= 0+86.57 OFFSET= 0.00' L SANITARY SEWER CROSSING STATION= 8+25.12 OFFSET= 0.00' FAX (608) 781-8960 PH. (608) 781-8988 LA CROSSE, WI 54602-2107 1626 OAK STREET P.O. BOX 2107 KWIK TRIP, Inc. S. ANDERSON / L. OLSON 119.0620.30 NOTED DRAWN BY SCALE PROJ. NO. DATE SHEET DESCRIPTIONDATE# 5010 VOGES ROAD MADISON, WISCONSIN 53718 608-838-0444 MU S K E G O , W I S C O N S I N S6 3 W 1 3 5 1 0 J A N E S V I L L E R O A D CO N V E N I E N C E S T O R E # 1 0 8 0 5/1/2020 REVISIONS PER CITY REVIEW3/3/2020 REVISIONS PER CITY REVIEW5/1/2020 SP 5.0 UT I L I T Y W A T E R M A I N P L A N TOLL FREE 1-800-242-8511 CALL DIGGERS HOTLINE W. JANESVILLE ROAD (CTH L) W. C O L L E G E A V E N U E ( C T H H H ) Page 4 of 7 Acceptance of Public Watermain for Kwik Trip Packet Page 10 WV WV WV WV 16 IN X 16 IN X 6 IN ANCHOR TEE 6-INCH GATE VALVE 16-INCH BUTTERFLY VALVE EX 16-INCH PVC 207 LF - 16-INCH PVC WATER MAIN 5 LF - 16-INCH PVC WATER MAIN 9 LF - 6-INCH PVC HYDRANT LEAD 392 LF - 16-INCH PVC WATER MAIN 0+00 1+00 2+00 3+00 4+00 5+00 FIRE HYDRANT LOCATOR BOX 815 820 825 830 835 840 845 EX 16-INCH PVC 207 L.F. - 16-INCH PVC AWW A C - 9 0 5 @ 1 . 4 8 % 392 L.F. - 16-INCH PVC AWWA C-905 @ 0.81% 16-INCH BUTTERFLY VALVE AWWA C-515 STA 2+52.89 INV ELEV 831.99 16 IN X 16 IN X 6 IN TEE DUCTILE IRON CLASS 52 STA 2+46.25 INV ELEV 832.00 RESTRAIN JOINTS FOR 1 FT ALONG THE BRANCH 392 L.F. - 16-INCH PVC AWWA C-905 @ 0.81% 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 83 0 . 5 83 1 . 2 83 2 . 0 83 2 . 7 83 3 . 4 83 3 . 0 83 2 . 6 83 2 . 2 83 1 . 8 83 1 . 4 83 1 . 0 83 0 . 5 1 83 1 . 2 5 83 1 . 9 9 83 2 . 7 3 83 3 . 3 9 83 3 . 0 1 83 2 . 6 0 83 2 . 2 0 83 1 . 8 0 83 1 . 4 0 83 0 . 9 9 FIRE HYDRANT 1 AWWA C-502 STA=2+46.25 GROUND EL=839.39' BURY LINE EL=839.52' 6-INCH PVC SDR-14 CLASS 200 HYDRANT LEAD GR O U N D E L E V TO P O F P I P E EX FIBER OPTIC LINE STA=0+86.57 CONNECT TO EXISTING 16-INCH WATER MAIN STA=0+38.40 EX SANITARY SEWER LATERAL STA=2+26.94 GRAVEL BACKFILL PER WAUKESHA COUNTY STD SPECS FAX (608) 781-8960 PH. (608) 781-8988 LA CROSSE, WI 54602-2107 1626 OAK STREET P.O. BOX 2107 KWIK TRIP, Inc. S. ANDERSON / L. OLSON 119.0620.30 NOTED DRAWN BY SCALE PROJ. NO. DATE SHEET DESCRIPTIONDATE# 5010 VOGES ROAD MADISON, WISCONSIN 53718 608-838-0444 MU S K E G O , W I S C O N S I N S6 3 W 1 3 5 1 0 J A N E S V I L L E R O A D CO N V E N I E N C E S T O R E # 1 0 8 0 5/1/2020 REVISIONS PER CITY REVIEW3/3/2020 REVISIONS PER CITY REVIEW5/1/2020 SP 5.1 UT I L I T Y W A T E R M A I N P L A N & PR O F I L E W. JANESVILLE ROAD (CTH L) TOLL FREE 1-800-242-8511 CALL DIGGERS HOTLINE 5 6 7 4 9 1 1 2 3 58 8 9 9 9 Page 5 of 7 Acceptance of Public Watermain for Kwik Trip Packet Page 11 R E J E C T R E J E C T EU G WV WV WV WV W W W WV WV WV WV WV16 IN X 16 IN X 6 IN ANCHOR TEE 6-INCH GATE VALVE 16-INCH BUTTERFLY VALVE 6 LF - 6-INCH PVC HYDRANT LEAD 53 LF - 16-INCH PVC WATER MAIN 5 LF - 16-INCH PVC WATER MAIN 38 LF - 16-INCH PVC WATER MAIN 16 IN X 16 IN X 6 IN ANCHOR TEE 5 LF - 16-INCH PVC WATER MAIN 16-INCH BUTTERFLY VALVE 15 LF - 16-INCH PVC WATER MAIN 9 LF - 6-INCH PVC HYDRANT LEAD 6-INCH GATE VALVE 16-INCH 45.0° ELBOW 3 LF - 16-INCH PVC WATER MAIN 16-INCH 45.0° ELBOW 13 LF - 16-INCH PVC WATER MAIN 16-INCH 45.0° ELBOW 3 LF - 16-INCH PVC WATER MAIN 16-INCH 45.0° ELBOW 216 LF - 16-INCH PVC WATER MAIN 59 LF - 16-INCH PVC WATER MAIN 16 IN X 16 IN X 6 IN ANCHOR TEE 6+00 7+00 8+00 9+00 10+00 10+80 FIRE HYDRANT LOCATOR BOX FIRE HYDRANT LOCATOR BOX 6 IN X 4 IN REDUCER 4-INCH WATER LINE SEE SHEET C 3.1 4-INCH GATE VALVE 815 820 825 830 835 840 845 53 L.F. - 16-INCH PVC AWWA C-905 @ 0.85% 16 IN X 16 IN X 6 IN TEE DUCTILE IRON CLASS 52 STA 6+46.26 INV ELEV 828.82 RESTRAIN JOINTS FOR 1 FT ALONG THE BRANCH 16-INCH BUTTERFLY VALVE AWWA C-515 STA 6+52.90 INV ELEV 828.80 16-INCH BUTTERFLY VALVE AWWA C-515 STA 10+52.89 INV ELEV 824.82 TO REMAIN CLOSED UNTIL WATERMAIN IS EXTENDED 16 IN X 16 IN X 6 IN TEE DUCTILE IRON CLASS 52 STA 10+46.25 INV ELEV 824.90 RESTRAIN JOINTS FOR 1 FT ALONG THE BRANCH 16-INCH 45.0° ELBOW DUCTILE IRON CLASS 52 STA 7+10.81 INV ELEV 824.97 16-INCH 45.0° ELBOW DUCTILE IRON CLASS 52 STA 7+07.09 INV ELEV 828.34 16-INCH 45.0° ELBOW DUCTILE IRON CLASS 52 STA 7+25.10 INV ELEV 824.97 16-INCH 45.0° ELBOW DUCTILE IRON CLASS 52 STA 7+28.69 INV ELEV 828.16 216 L.F. - 16-INCH PVC AWWA C-905 @ 0.9 3 % 16 IN X 16 IN X 6 IN TEE DUCTILE IRON CLASS 52 STA 9+84.74 INV ELEV 825.50 RESTRAIN JOINTS FOR 1 FT ALONG THE BRANCH 392 L.F. - 16-INCH PVC AWWA C-905 @ 0.81% 13 L.F. - 16-INCH PVC AWWA C-905 @ 0.02% 3 L.F. - 16-INCH PVC AWWA C-905 @ 86.97% 3 L.F. - 16-INCH PVC AWWA C-905 @ 85.17% 38 L.F. - 16-INCH PVC AWWA C-905 @ 1.68% 59 L.F. - 16-INCH PVC AWWA C-905 @ 0.99% 15 L.F. - 16-INCH PVC AWWA C-905 @ 1.29% 5 L.F. - 16-INCH PVC AWWA C-905 @ 0.10% 5 L.F. - 16-INCH PVC AWWA C-905 @ 1.28% 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 83 1 . 0 83 0 . 6 83 0 . 2 82 9 . 8 82 9 . 4 82 8 . 9 82 8 . 4 82 8 . 0 82 7 . 5 82 6 . 7 82 6 . 3 83 0 . 9 9 83 0 . 5 9 83 0 . 2 0 82 9 . 7 9 82 9 . 3 5 82 8 . 8 9 82 8 . 4 2 82 7 . 9 6 82 7 . 4 6 82 6 . 7 5 82 6 . 2 5 FIRE HYDRANT 2 AWWA C-502 STA=6+46.25 GROUND EL=836.21' BURY LINE EL=836.34' FIRE HYDRANT 3 AWWA C-502 STA=10+46.21 GROUND EL=832.29' BURY LINE EL=832.42' EX 18" STORM SEWER STA=7+17.81 IE=827.91' GR O U N D E L E V TO P O F P I P E INSTALL INSULATION BETWEEN WATER MAIN AND STORM SEWER SEE SHEET SP 5.3 MIN. 18" SEPARATION 12" STORM SEWER STA=10+76.87 IE=824.63' EX SANITARY SEWER LATERAL STA=8+25.12 APPROX EL=820.60' ACTUAL DEPTH UNKNOWN EX SANITARY SEWER LATERAL STA=8+86.95 APPROX EL=820.23' ACTUAL DEPTH UNKNOWN 6-INCH PVC SDR-14 CLASS 200 HYDRANT LEAD 6-INCH PVC SDR-14 CLASS 200 HYDRANT LEAD 16-INCH CAP STA=10+68.04 WITH CONCRETE BUTTRESS GRAVEL BACKFILL PER WAUKESHA COUNTY STD SPECS BEGIN RESTRAIN ALL JOINTS STA=6+62.09 END RESTRAIN ALL JOINTS STA=7+73.69 FAX (608) 781-8960 PH. (608) 781-8988 LA CROSSE, WI 54602-2107 1626 OAK STREET P.O. BOX 2107 KWIK TRIP, Inc. S. ANDERSON / L. OLSON 119.0620.30 NOTED DRAWN BY SCALE PROJ. NO. DATE SHEET DESCRIPTIONDATE# 5010 VOGES ROAD MADISON, WISCONSIN 53718 608-838-0444 MU S K E G O , W I S C O N S I N S6 3 W 1 3 5 1 0 J A N E S V I L L E R O A D CO N V E N I E N C E S T O R E # 1 0 8 0 5/1/2020 REVISIONS PER CITY REVIEW3/3/2020 REVISIONS PER CITY REVIEW5/1/2020 SP 5.2 TOLL FREE 1-800-242-8511 CALL DIGGERS HOTLINE UT I L I T Y W A T E R M A I N P L A N & PR O F I L E W. JANESVILLE ROAD (CTH L) KWIK TRIP STORE #1080 FFE 838.80' CAR WASH FFE 838.13' WET POND 10 5 911 2 5 8 8 9 9 9 10 8 2 Page 6 of 7 Acceptance of Public Watermain for Kwik Trip Packet Page 12 FAX (608) 781-8960 PH. (608) 781-8988 LA CROSSE, WI 54602-2107 1626 OAK STREET P.O. BOX 2107 KWIK TRIP, Inc. S. ANDERSON / L. OLSON 119.0620.30 NOTED DRAWN BY SCALE PROJ. NO. DATE SHEET DESCRIPTIONDATE# 5010 VOGES ROAD MADISON, WISCONSIN 53718 608-838-0444 MU S K E G O , W I S C O N S I N S6 3 W 1 3 5 1 0 J A N E S V I L L E R O A D CO N V E N I E N C E S T O R E # 1 0 8 0 5/1/2020 REVISIONS PER CITY REVIEW3/3/2020 REVISIONS PER CITY REVIEW5/1/2020 SP 5.3 UT I L I T Y W A T E R M A I N D E T A I L S 8 NOT TO SCALESP5.3 WATER MAIN BEDDING 9 NOT TO SCALESP5.3 WATER MAIN DETECTOR WIRE & LOCATION BOXSTANDARD HYDRANT DETAIL NOT TO SCALE 2 SP5.3 NOT TO SCALESP5.3 1 WATER MAIN CONNECTION DETAIL 4 NOT TO SCALE 3 SP5.3SP5.3 NOT TO SCALE WATER VALVE DETAIL VALVE BOX DETAIL 6 NOT TO SCALESP5.3 BUTTRESS DETAIL5 NOT TO SCALESP5.3 PIPE INSULATION A Θ SECTION A-A 7 NOT TO SCALESP5.3 ASPHALT TRAIL Page 7 of 7 Acceptance of Public Watermain for Kwik Trip Packet Page 13 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 Additional Turtle Crossing Signs on Durham Drive Date: May 18, 2020 The City of Muskego Public Works and Safety Committee has received a request to install additional Turtle Crossing signs on Durham Drive. Currently, there is one “Turtle Crossing” sign located south of the Durham boat launch on the west side of the road for the cars traveling south. The request is to add additional Turtle Crossing signs on Durham. I have inserted the request for you to review. “I am contacting you to request additional turtle crossing signs on Durham. (There's only 1!) There are many baby turtles being run over. Also, drivers are swerving to avoid them putting people at risk for accidents. Please consider the request. Thank You Donna Klappa S68W12584 Woods Rd” From an engineering standpoint here are my findings: 1. There is already a turtle crossing sign and not sure if additional signs would add more benefit 2. According to MUTCD (Manual on Uniform Traffic Control Devices for Streets and Highways) Chapter 2C – Warning Signs. Section 2C.02 Warning Signs = “The use of warning signs should be kept to a minimum as the unnecessary use of warning signs tends to breed disrespect for all signs.” Recommendation for Action by the Committee: The committee should listen to all opinions and make a decision on this manner. If the decision is to add more signs, please indicate the number of signs, and the location(s) in reference to the existing sign. Page 1 of 1 Request for Additional Turtle Crossing Signs on Durham... Packet Page 14