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Public Works Committee Packet- 7/21/2014 CITY OF MUSKEGO PUBLIC WORKS COMMITTEE AGENDA July 21, 2014 6:00 PM Aldermen’s Room – Upper Level of City Hall, W182 S8200 Racine Avenue CALL TO ORDER PLEDGE OF ALLEGIANCE ROLL CALL STATEMENT OF PUBLIC NOTICE APPROVAL OF MINUTES OF MEETING HELD JUNE 16, 2014 STATUS OF PROJECTS Discussion update. No formal action may be taken on any of the following: 1. Janesville Road Reconstruction 2. Racine Avenue Recreational Trail 3. Gold Drive Storm Sewer 4. Circle Drive Storm Sewer 5. Woods Road Bridge 6. 2014 Road Improvement Program 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: 1. Discuss Jensen Park lift station improvement project 2. Review subdivision construction plans for Belle Chasse Addition #2 subdivision 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 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 COMMUNITY DEVELOPMENT DEPARTMENT, (262) 679-4136. Unapproved CITY OF MUSKEGO PUBLIC WORKS COMMITTEE MINUTES June 16, 2014 6:00 PM Aldermen’s Room – Upper Level of City Hall, W182 S8200 Racine Avenue CALL TO ORDER Ald. Bob Hammel called the meeting to order at 6:00 PM. PLEDGE OF ALLEGIANCE Ald. Hammel led those present in the Pledge of Allegiance. ROLL CALL Ald. Hammel, Ald. Wolfe and Ald. Engelhardt were present. STATEMENT OF PUBLIC NOTICE The meeting was noticed in accordance with the Open Meeting Laws. APPROVAL OF MINUTES HELD MAY 19, 2014 Alderman Wolfe made a motion to approve May 19, 2014 minutes. Alderman Engelhardt seconded.. Motion Passed 3 in favor. STATUS OF PROJECTS Discussion update. No formal action may be taken on any of the following: Janesville Road Reconstruction Racine Avenue Recreational Trail Gold Drive Storm Sewer Circle Drive Storm Sewer Woods Road Bridge 2014 Road Improvement Program 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: Discuss Fireside Orchard subdivision final completion items Alderman Wolfe made a motion to have a Public Hearing based on 50% assessments for Fireside Orchard subdivision final completion items. Alderman Hammel seconded. Motion Passed 3 in favor. Discuss the Lake Drive lift station improvement project Alderman Hammel made a motion to deny building the control structure for the Lake Drive lift station improvement project. Alderman Engelhardt seconded. Motion Passed 3 in favor. Review of proposed berm installation in Oakridge Glen subdivision Alderman Hammel made a motion to approve proposed berm installation in Oakridge Glen subdivision with the conditions it have 3:1 maximum side slopes, be completed in less than one year, and a letter of credit and development agreement be updated to include the berm construction. Alderman Wolfe seconded. Motion Passed 3 in favor. Review and potential approval of the 2013 Compliance Maintenance Annual Report Alderman Engelhardt made a motion to approve the 2013 Compliance Maintenance Annual Report (CMAR). Alderman Wolfe seconded. Motion Passed 3 in favor. Review and potential approval of updated standard curb and gutter detail Alderman Wolfe made a motion to approve updated standard curb and gutter detail. Alderman Engelhardt seconded. Motion Passed 3 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 Alderman Wolfe made a motion to adjourn. Alderman Engelhardt seconded. Motion Passed 3 in favor. CITY OF MUSKEGO Staff Report to Public Works Committee To: Public Works Committee From: David Simpson, P.E., Director of Public Works/City Engineer Subject: Discuss Jensen Park lift station improvement project Date: July 18, 2014 As part of the City’s continued efforts to increase sanitary sewer system reliability we are working to improve the lift station controls at various lift stations. Because we are now unable to upgrade the controls at the Lake Drive lift station based on the June Public Works Committee decision we would now like to move on to the next lift station that needs to be upgraded. During the large rain events in 2008 and 2012 we experienced very heavy flows throughout the system and at this (and other) lift station we have to descend into the underground vault in order to reset breakers and make adjustments. Because it is a confined space we are required to have a two man team at the site to enter the control area. Because we have a limited staff and 26 lift stations that need monitoring during rain events (as well as routine maintenance) moving the controls above ground would free up a staff member to be free for other locations during emergencies. This lift station was constructed in 1970 and the controls are in need of replacement at this time as well. Moving the controls above ground will improve our ability to respond to emergency situations effectively and efficiently. We completed a very similar project at the Williams Drive lift station, however, this project will require a larger building and has a larger cost because a generator replacement is necessary at this loca tion as well. Pictured below is the existing generator enclosure that will be replaced with this project. This project category was budgeted for the Lake Drive lift station in the amount of $100,000. Completion of the Jensen Park lift station will cost approximately $55,000 more because of the generator replacement required at this site. The sewer utility has working capital available to fund this project at this time. Recommendation for Action by Committee: Authorize staff to proceed with the Jensen Park lift station upgrade project at this time. ST ST ST ST ST WL WLWL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL W L WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL W L WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WLWL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL ST D U R H A M D R I V E INDEPENDENCE DRIVE BL U H M D R I V E BELLE CHASS E PARKWAY T T T T T T C C GAS GAS GAS GAS GAS GAS GAS McSHANE DRIVE 60' WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS LOT 82 LOT 83LOT 84 LOT 85 LOT 86 LOT 87 LOT 88 LOT 102 LOT 103 LOT 104 LOT 105 LOT 106 LOT 107 LOT 108 LOT 109 LOT 110 LOT 111 LOT 112 LOT 113 LOT 114 LOT 115 LOT 116 LOT 117 LOT 118 LOT 119 LOT 120 LOT 121 LOT 122 LOT 123 LOT 124 LOT 125 LOT 126 LOT 127 LOT 128 LOT 129 LOT 130 LOT 131 LOT 132 LOT 133 LOT 134 LOT 135 LOT 136 LOT 137 LOT 138LOT 101 LOT 100 LOT 99LOT 98LOT 97 LOT 96 LOT 95 LOT 94 LOT 93 LOT 92 LOT 91 LOT 90 LOT 89 McSHANE DRIVE DURHAM DRIVE BL U H M D R I V E Jul 10, 2014 ISSUE DATE SCALE SEAL PROJECT MANAGER PROJECT NUMBER SHEET ISSUED FOR BE L L E C H A S S E S U B D I V I S I O N ( P H A S E 3 ) MU S K E G O , W I S C O N S I N BE L L E C H A S S E P A R T N E R S , L L C 16 0 0 6 W . L I N C O L N A V E N U E WE S T A L L I S , W I 5 3 2 2 7 PR EPN 130288 1" = 80' 139OF TI T L E S H E E T MO R N I N G D O V E C O U R T INDEPENDENCE COURT CL I E N T VICINITY SKETCH Southeast 1/4, Sect. 11, T5N, R20E SCALE: 1" = 1000' HUNT E R S H I L L CO U R T FOX R U N COU R T FREEDOM AVENUE FR E E D O M A V E N U E INDEX TO DRAWINGS 1. TITLE SHEET 2. GENERAL NOTES 3. NORTHWEST GRADING PLAN 4. NORTHEAST GRADING PLAN 5. SOUTHEAST GRADING PLAN 6. BLUHM PARK GRADING PLAN 7. NORTHWEST EROSION CONTROL PLAN 8. NORTHEAST EROSION CONTROL PLAN 9. SOUTHEAST EROSION CONTROL PLAN 10. EROSION CONTROL PLAN AND DETAILS 11. NORTHWEST SANITARY SEWER/WATER MAIN SYSTEM MAP 12. NORTHEAST SANITARY SEWER/WATER MAIN SYSTEM MAP 13. SOUTHEAST SANITARY SEWER/WATER MAIN SYSTEM MAP 14. SANITARY SEWER/WATER MAIN PLAN & PROFILE (INDEPENDENCE COURT) 15. SANITARY SEWER PLAN & PROFILE SIDEYARD (INDEPENDENCE COURT TO FREEDOM AVENUE) 16. SANITARY SEWER/WATER MAIN PLAN & PROFILE (FREEDOM AVENUE) 17. SANITARY SEWER/WATER MAIN PLAN & PROFILE (FREEDOM AVENUE) 18. SANITARY SEWER/WATER MAIN PLAN & PROFILE (MORNING DOVE COURT) 19. SANITARY SEWER/WATER MAIN PLAN & PROFILE (HUNTER HILL COURT) 20. SANITARY SEWER/WATER MAIN PLAN & PROFILE (FOX RUN COURT) 21. WATER MAIN APPURTENANCE RESTRAINT TABLES 22. NORTHWEST STORM SEWER SYSTEM MAP 23. NORTHEAST STORM SEWER SYSTEM MAP 24. SOUTHEAST STORM SEWER SYSTEM MAP 25. STORM SEWER PLAN & PROFILE (INDEPENDENCE COURT) 26. STORM SEWER PLAN & PROFILE (INDEPENDENCE COURT & DRAINAGE EASEMENT) 27. STORM SEWER PLAN & PROFILE (FREEDOM AVENUE) 28. STORM SEWER PLAN & PROFILE SIDEYARD (FREEDOM AVENUE & DRAINAGE EASEMENT) 29. STORM SEWER PLAN & PROFILE (FREEDOM AVENUE) 30. STORM SEWER PLAN & PROFILE (FREEDOM AVENUE) 31. STORM SEWER PLAN & PROFILE (FREEDOM AVENUE & DRAINAGE EASEMENT) 32. STORM SEWER PLAN & PROFILE (FREEDOM AVENUE & DRAINAGE EASEMENT) 33. STORM SEWER PLAN & PROFILE (MORNING DOVE COURT) 34. STORM SEWER PLAN & PROFILE (POND 3 & 4 OUTLETS & DRAINAGE EASEMENT) 35. STORM SEWER PLAN & PROFILE (HUNTERS HILL COURT & FOX RUN COURT) 36. STORM SEWER DETAILS 37. POND OUTLET DETAILS 38. CONSTRUCTION DETAILS 39. CONSTRUCTION DETAILS 7/10/14 Jul 10, 2014 ISSUE DATE SCALE SEAL PROJECT MANAGER PROJECT NUMBER SHEET ISSUED FOR BE L L E C H A S S E S U B D I V I S I O N ( P H A S E 3 ) MU S K E G O , W I S C O N S I N BE L L E C H A S S E P A R T N E R S , L L C 16 0 0 6 W . L I N C O L N A V E N U E WE S T A L L I S , W I 5 3 2 2 7 PR EPN 130288 239OF GE N E R A L N O T E S CL I E N T EROSION CONTROL NOTES: 1. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO MINIMIZE EROSION, WATER POLLUTION AND SILTATION CAUSED BY CONSTRUCTION OF THIS PROJECT. 2. SPECIFICATIONS AND STANDARDS - EROSION CONTROL MEASURES IN ACCORDANCE WITH: - SUBSECTION 107.20 AND SECTION 628 OF THE STATE SPECIFICATIONS FOR HIGHWAY AND STRUCTURE CONSTRUCTION, THE DETAILS SHOWN ON THESE PLANS, AND THE PROVISIONS IN THESE NOTES - DEPARTMENT OF NATURAL RESOURCES TECHNICAL STANDARDS - 1001 (WET DETENTION BASIN) - 1050 (LAND APPLICATION OF ANIONIC POLYACRYLAMIDE) - 1052, (NON CHANNEL EROSION MAT) - 1053 (CHANNEL EROSION MAT) - 1056 (SILT FENCE) - 1057 (STONE TRACKING PAD AND TIRE WASHING) - 1058 (MULCHING FOR CONSTRUCTION SITES) - 1059 (SEEDING FOR CONSTRUCTION SITES) - 1061 (DEWATERING) - 1062 (DITCH CHECK) - 1063 (SEDIMENT TRAP) - 1064 (SEDIMENT BASIN), 3. IMPLEMENTATION - THE CONTRACTOR SHALL NOT BEGIN WORK UNTIL AFTER INITIAL EROSION AND SEDIMENT CONTROL DEVICES ARE IN PLACE AND INSPECTED. - EROSION CONTROL MEASURES ARE NOT LIMITED TO WHAT IS SHOWN ON THESE PLANS, ADDITIONAL MEASURE MAY BE ADDED IF NEEDED TO CONTROL RUNOFF IN SELECTED AREAS. 4. INSPECTION - ALL EROSION CONTROL MEASURES AND STRUCTURES SERVING THE SITE MUST BE INSPECTED AT LEAST WEEKLY AND WHENEVER 0.5" OF RAIN IS PRODUCED WITHIN 24 HOURS - ALL NECESSARY MAINTENANCE SHOULD FOLLOW THE INSPECTIONS WITHIN 24 HOURS 5. EROSION CONTROL MEASURES SHALL INCLUDE BUT NOT LIMITED TO THE FOLLOWING - DIVERT UPSTREAM RUNOFF FROM FLOWING THROUGH THE CONSTRUCTION SITE - PROTECT DOWNSTREAM OR ADJACENT WATERWAYS AND WETLANDS WITH SILT FENCE - INSTALL TRACKING PADS AT ENTRANCE TO SITE FROM LOCAL ROAD - PROMPT (SAME DAY) CLEAN UP OF SOIL TRACKED ON LOCAL ROADS - DELAY STRIPPING TOPSOIL UNTIL REQUIRED FOR CONSTRUCTION - PLACE SILT FENCE OR EROSION CONTROL BALES IN DITCHES AND OTHER DRAINAGE WAYS TO COLLECT SEDIMENT AND SLOW THE VELOCITY OF RUNOFF - CONSTRUCT SEDIMENT TRAPS - CONSTRUCT STORM WATER BASINS - CONSTRUCT DIVERSION CHANNELS TO DIRECT STORM WATER TO BASINS - INSTALL STORM SEWER INLET PROTECTIONS - INSTALL EROSION CONTROL BALES ON THE UPSTREAM END OF CULVERTS - PLACE SILT FENCE ON DOWNSTREAM SIDE OF ALL SOIL STOCKPILES 6. STABILIZE ANY DISTURBED AREAS WHICH REMAIN INACTIVE FOR A PERIOD OF LONGER THAT 14 WORKING DAYS 7. TEMPORARY SEED - STATE SPECIFICATIONS 630.2.1.5.1.2 8. PERMANENT SEED - STATE SPECIFICATIONS 630.2.1. SEED MIX NO. 40. 9. TEMPORARY AND PERMANENT SEED SOWING FOLLOW STATE SPECIFICATIONS 630.3, SOWING RATE OF 2 POUNDS PER 1000 SQUARE FEET. - REFER TO THE CITY OF MUSKEGO STANDARD SPECIFICATIONS SECTION 02900-LANDSCAPING FOR METHODS OF PREPARATION BEFORE SEEDING - SEEDED AREAS SHALL BE MAINTAINED FOR A PERIOD OF 2 MONTHS AFTER GRASS HAS SHOWN "A CATCH" OR UNIFORM STAND VERIFIED BY THE CITY. - RESEEDED AREAS WHICH FAIL TO SHOW ADEQUATE CATCH OR SATISFACTORY STAND OF ESTABLISHED GRASS 10. CORRECT DAMAGE RESULTING FROM EROSION, GULLIES, WASHOUTS, OR OTHER CAUSES BY FILLING WITH TOPSOIL, TAMPING, RE-FERTILIZING AND RESEEDING IF DAMAGE OCCURS BEFORE WORK ACCEPTANCE 11. MULCH - TECHNICAL STANDARD 1058 MULCHING FOR CONSTRUCTION SITES - ALL MULCH SHALL BE APPLIED AS TO PROVIDE A CONTINUOUS COVER (70% MINIMUM FOR SEEDED AREAS AND 80% MINIMUM FOR UNSEEDED AREAS) AT A UNIFORM RATE OF 1.5 TO 2 TONS/ACRE FOR SEEDED AREAS AND 2 TO 3 TONS/ACRE FOR UNSEEDED AREAS - POLYMER (POLYACRYLAMIDE) EQUIVALENT (PAM 12 OR EQUIVALENT) MAY BE SUBSTITUTED FOR MULCH AND APPLIED AT A RATE OF 400 LBS/ACRE FOR WINTER STABILIZATION - IF POLYMER IS USED THE CONTRACTOR SHALL CONTACT THE CITY FOR INSPECTION REQUEST 12. LATE SEASON STABILIZATION - THE DNR REQUIRES THAT AFTER SEPTEMBER 15 OF ANY CONSTRUCTION YEAR, UNFINISHED/DISTURBED SOIL AREAS MUST EITHER BE SEEDED AND EROSION BLANKET APPLIED OR THE APPLICATION OF SEED AND POLYMER OR BONDED FIBER MULCH MATRIX IN CONFORMANCE TO THEIR WINTER STABILIZATION PROGRAM. 13. PROVIDE WISDOT TYPE "D" INLET PROTECTION OR EQUIVALENT. (SEE DETAIL FOR INLET BASKET ON SHEET 1 OF 12 OF THE STORM SEWER AND PAVING PLAN) INLET PROTECTION SHALL BE INSTALLED PRIOR TO THE STORM SEWER RECEIVING SITE RUNOFF 14. ALL STONE USED ON-SITE FOR TRACKING PADS, RIP-RAP, AND CHECK DAMS SHALL BE CLEAR (I.E., SCREENED TO REMOVE FINES). ALL STONE SMALLER THAN 3-INCH DIA. NEEDS TO BE WASHED AS WELL. 15. STREET SWEEPING ACTIVITIES SHALL OCCUR EVERY NIGHT ON THE ACCESS ROADS DURING CONSTRUCTION ACTIVITIES UPON COMPLETION OF BINDER COURSE, STREET SWEEPING ACTIVITIES SHALL OCCUR AT LEAST ONCE A WEEK ON INTERIOR SUBDIVISION ROADS. 16. CONTRACTOR TO ENSURE POSITIVE RUNOFF DRAINAGE TO ALL TEMPORARY SEDIMENT TRAPS OR BASIN AREAS SHOWN ON THE PLANS AT ALL TIMES DURING CONSTRUCTION. 17. ALL RIP RAP AT PIP OUTLETS SHALL BE WISDOT MEDIUM RIP RAP OVER TYPE R FABRIC UNLESS OTHERWISE DESIGNATED. UTILITY NOTES: 1. ALL UTILITY INSTALLATION AND TESTING SHALL CONFORM TO THE STATE STANDARD SPECIFICATIONS 6TH ADDITION. 2. ALL SANITARY SEWER MAIN SHALL BE TELEVISED, WITH ONE COPY SUBMITTED TO THE CITY WITH INSPECTION LOGS. 3. ALL CONNECTIONS TO EXISTING SANITARY SEWER MANHOLES SHALL BE WITH KOR-N-SEAL PROCESS. 4. ALL LATERALS SHALL BE CONSTRUCTED TO A MINIMUM DISTANCE PAST THE RIGHT-OF-WAY OF 5' AND SHALL INCLUDE TRACER WIRE . SEE DETAIL THIS SHEET. ALSO LATERAL ENDS SHALL BE CAPPED. SAID CAPS SHALL BE GLUED ON TO PREVENT PROBLEMS WHEN THE SYSTEM IS PRESSURIZED. 5. ALL FITTINGS AND HYDRANTS OF WATERMAIN SHALL REQUIRE BUTTRESSING AND INSTALLATION OF MEGALUGS. 6. ALL FORCE MAINS, WATER MAINS AND SERVICES, SANITARY SEWERS AND LATERALS, PRESSURE SEWERS AND LATERALS, STORM SEWERS, SUMPLINES AND LATERALS SHALL BE PROVIDED WITH AN INTEGRAL 10 GAUGE DIRECT-BURIAL-RATED COPPER CONDUCTOR CONFORMING TO SWS 4.3.14, ATTACHED TO MAIN WITH TAPE, TO BE USED AS TRACER WIRE. TRACER WIRE SHALL BE CONNECTED TO AN ADJACENT LOCATION BOX. (SEE DETAIL). DETECTOR WIRE SHALL NOT BE SPLICED BETWEEN LOCATION BOXES EXCEPT AT LATERALS AND SERVICES WITHOUT APPROVAL FROM THE CITY ENGINEER. CONTRACTOR SHALL PROVIDE CITY WITH DOCUMENTATION OF THE REQUIRED CONDUCTIVITY TESTING. SEE SECTION 02600 MUS, BURIED PIPELINES TRACER WIRES. 7. CONTRACTOR SHALL PLACE 3" WIDE WARNING TAPE 12 INCHES BELOW FINISHED GRADE FOR ALL FORCE MAINS, WATER MAINS AND SERVICES, SANITARY SEWERS AND LATERALS, PRESSURE SEWERS AND LATERALS, STORM SEWERS, SUMP LINES AND LATERALS. WARNING TAPE SHALL BE "TERRA TAPE EXTRA STRENGTH 540" BY REED INDUSTRIES, INC. OR "SHIELDTEC" BY EMPIRE LEVEL MANUFACTURING CORPORATION. 8) SHOULD HIGH GROUND WATER BE EXPERIENCED CONTRACTOR SHALL PLUG HYDRANT WEEP HOLES. CONTRACTOR SHALL PROVIDE DOCUMENTATION TO THE CITY AS TO WHICH HYDRANTS IF ANY HAVE BEEN PLUGGED. 8. THE LOCATION OF UNDERGROUND STRUCTURES OR FACILITIES SHOWN ON THE PLANS ARE BASED ON AVAILABLE RECORDS AT THE TIME OF PLAN PREPARATION & ARE NOT GUARANTEED TO BE COMPLETE OR CORRECT. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITIES 72 HOURS PRIOR TO CONSTRUCTION TO DETERMINE THE EXACT LOCATION OF ALL FACILITIES AND TO PROVIDE ADEQUATE PROTECTION DURING THE COURSE OF THE WORK. CONSTRUCTION SEQUENCING: 1. INSTALL PERIMETER SILT FENCE, SILT FENCE BORDERING WETLANDS, AND ALL OTHER SILT FENCE AS SHOWN. 2. STRIP TOPSOIL FROM TRACKING PAD AREA & PARKING AREA. STOCKPILE TOPSOIL IN THE AREA AS SHOWN ON PLANS. IF TOPSOIL IS NOT ANTICIPATED TO BE USED WITHIN 30 DAYS, THEN STOCKPILES SHOULD BE STABILIZED WITHIN 7 DAYS OF STOCKPILING. 3. PLACE AND COMPACT STRUCTURAL DIRT TO 95% OF MODIFIED PROCTOR IN TRACKING PAD AND PARKING AREAS TO WITHIN 1 FOOT OF SUBGRADE. 4. INSTALL #3 CLEAR STONE TRACKING PADS AS SHOWN AT ACCESS POINTS OFF MCSHANE DRIVE AND DURHAM DRIVE. AS TRACKING PAD FILLS UP IT SHALL BE CLEANED AND OR NEW STONE PLACED, (SEE DETAIL). 5. STRIP AND STOCKPILE TOPSOIL FOR SEDIMENT BASIN, AND SEDIMENT TRAPS. STOCKPILE TOPSOIL IN THE AREA AS SHOWN ON THE PLANS. IF TOPSOIL IS NOT ANTICIPATED TO BE USED WITHIN 30 DAYS, THEN STOCKPILES SHOULD BE STABILIZED WITHIN 7 DAYS OF STOCKPILING. 6. CONSTRUCT SILT TRAPS IN LOCATIONS SHOWN ON PLANS PER WDNR TECHNICAL STANDARD 1063. 7. ALL DISTURBED AREAS SHALL HAVE 6" OF TOPSOIL RESPREAD AND SHALL BE SEEDED AND MULCHED, OR SEEDED AND EROSION MAT PLACED IN AREAS PER EROSION CONTROL PLAN. SHOULD TOPSOIL BE PLACED PRIOR TO CERTIFICATION, CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING EROSION CONTROL MEASURES AFTER DEFICIENT AREAS HAVE BEEN BROUGHT TO TOLERANCE AT CONTRACTORS COST AND NO EXTRA SHALL BE GRANTED. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE EXCAVATED TO ORIGINAL DESIGN AS THEY BECOME SILTED IN. 8. CONSTRUCT SEDIMENT PONDS. 9. CONSTRUCT SWALES TO DIRECT WATER TO PONDS. 10. STRIP TOPSOIL FROM THE REMAINING AREA AND STOCKPILE TOPSOIL IN THE AREA AS SHOWN ON THE PLANS. IF TOPSOIL IS NOT ANTICIPATED TO BE USED WITHIN 30 DAYS, THEN STOCKPILES SHOULD BE STABILIZED WITHIN 7 DAYS OF STOCKPILING. 11. COMMENCE MASS GRADING. CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING EROSION CONTROL MEASURES IN DEFICIENT AREAS, AT CONTRACTORS COST, AND NO EXTRA SHALL BE GRANTED. 12. COMMENCE UTILITY CONSTRUCTION. 13. COMPLETE SITE RESTORATION IN ALL AREAS EXCEPT ROADS. 14. COMMENCE STREET CONSTRUCTION AND HARD SURFACING. 15. INSTALL STORM DRAIN INLET PROTECTION IN ALL STREET INLETS AS STORM SEWER IS CONSTRUCTED. 16. FINALIZE SITE STABILIZATION. 7/10/14 GENERAL NOTES: 1. TOP OF WALL SHALL BE MASTER GRADING PLAN YARD GRADE + 0.67'. 2. PROPOSED GARAGE GRADE AT OVER HEAD DOOR TYPICALLY MASTER GRADING PLAN YARD GRADE + 0.33'. 3. EXISTING TOPOGRAPHIC INFORMATION WITHIN THE PROJECT SITE IS BASED UPON ACTUAL FIELD SHOTS TAKEN BY DAAR ENGINEERING AND SURVEYING. 4. BASED ON ACTUAL BUILDING PLACEMENT AND DESIGN, LOT OWNER, HIS BUILDER, AND HIS SURVEYOR SHALL CHECK DRIVEWAY GRADES PRIOR TO CONSTRUCTION. DRIVEWAY GRADES SHALL NOT EXCEED 10%. ADDITIONAL STEPS MAY BE REQUIRED WITHIN GARAGE. 5. TEMPORARY 100' X 30' #3 STONE TRACKING PAD (SEE DETAIL). PRIOR TO PLACEMENT OF STONE, CONTRACTOR SHALL REMOVE TOPSOIL AND PLACE STRUCTURAL SOIL TO WITHIN 1'± OF INTERIM GRADES FOR TRACKING PAD AND PARKING AREA ENSURING FOR POSITIVE DRAINAGE AWAY FROM STONED AREA. DEWATERING: 1. DEWATERING SHALL MEET THE REQUIREMENTS OF WIS DNR TECHNICAL STANDARDS 1061 2. DEWATERING WATER SHALL BE PUMPED TO A CONTAINMENT AREA DESIGNED TO PROVIDE FILTRATION PRIOR TO RELEASE TO SURROUNDING LANDS. 3. CONTRACTOR REQUIRED TO USE GEOTEXTILE BAGS PER SECTION V. C. OF TECH STANDARD - TYPE I GEOTEXTILE BAG MAX APPARENT OPENING SIZE (ASTM D4751) - 0.212 mm GRAB TENSILE STRENGTH (ASTM D4632) - 200 lbs MULLEN BURST (ASTM D4632) - 350 psi PERMEABILITY (ASTM D4491) - 0.28 cm/sec NOMINAL REPRESENTATIVE WEIGHT - 8 oz. - TYPE II GEOTEXTILE BAG MAX APPARENT OPENING SIZE (ASTM D4751) - 0.212 mm GRAB TENSILE STRENGTH (ASTM D4632) - 300 lbs MULLEN BURST (ASTM D4632) - 580 psi PERMEABILITY (ASTM D4491) - 0.20 cm/sec NOMINAL REPRESENTATIVE WEIGHT - 12 oz. 4. DEWATERING BAG SHALL BE PLACED INSIDE HAY BALE BARRIERS FOR ADDED PROTECTION 5. EACH PUMP SHALL HAVE A GEOTEXTILE BAG THAT IS SECURELY ATTACHED TO THE DISCHARGE PIPE 6. POLYMERS CAN BE USED TO ENHANCE EFFICIENCY OF GEOTEXTILE BAG, POLYMERS WILL MEET CRITERIA IN WDNR TECH STANDARD 1051. 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779.0 779.4 779.1 778.2 779.0 778.7 786.7 787.6 787.1 785.0 783.9 780.9 783.8 784.9 783.1 782. 783.8 782.2 783.0 784.0 784.4 784.5 782.4 779.1 783.4 784.4 785.5 783.0 782.5 784.0784.9 785.5 785.3 785.2 784.6 783.7 782.2 783.1 783.2 778.7 783.3 780.4 779.8 779.0 780.5 780.8 784.3 784.5 785.5 780.4 779.5 779.1 780.9 779.4 780.0 780.3 780.7 778.00 778.00 779.00 779.00 778.55 778.55 777.00 778.35 778.30 778.59 778.55 778.55 ??? 779.70 779.75 778.00778.00 777.02 783.40783.40 X X X X X X X X X X X XX X X X X X X X X X X X XXX X X X X X X X X X X X X X X X X X X X X X X X X X X X ST ST S T S T W W W ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST W ST W W W W W W W 779 780 781 782 783 784 783 782 780781 782 783 784 784 783 78 2 78 3 78 4 784 782 784 785 784 783 783 781 780 781 782 783 784 785 784 783 782 781 778 779 780 781 782 783 783 782 779 780 781 782 783 783 782 780 781 782 783 784 784 783 781 782 783 784 785 785 784 783 782 783 784 785 786 785 784 7 8 2 7 8 3 78 4 78 5 786 78 5 78 4 7 8 2 7 8 3 7 8 4 7 8 5 7 8 5 7 8 4 782 783 784 785 785 784 782 783 784 784 783 782 783 783 782 781 780 783 782 781 780 782 783 784 783 782 781 780 779 778 778 779 780 781 782 783 783 782 781 780 779 778 78 1 78 1 7 8 3 782 781 781 78 1 780 779 778 781 782 783 783 782 781 781 7 8 2 78 3 7 8 4 7 8 5 786 780779778777 777 778 779 780 781 782 783 784 78 3 78 2 781 779 780 781 782 78 3 78 4 78 4 78 3 77 8 77 9 780 7 8 0 7 8 1 7 8 2 78 3 78 7 786 78 5 778 779 780 781 782 783 784 78 7 786 7 8 5 778 779 780 781 782 783 784 785 786 787 78 8 78 7 784 785 786 787 788 2 78 2 781 780 7 8 3 779 77 9 780 7827 8 9 787 785 783 781 780 787 788 78 6 78 7 77 9 77 8 78 5 78 6 785 78 3 78 1 780 782 784 779 778 785 78 4 78 5 783 781 782 783 784 78 4 78 3 7 8 2 7 8 1 782 783 784 784 783 782 781 780 78 0 78 0 784 785 785 784 783 782 781 783 784 785 785 784 783 782 782 783 78 3 7 8 1 78 2 78 3 78 1 78 2 78 3 7 7 78 0 7 8 1 7 8 2 780 782 770 772 774 771 773 775 770 772 776 777 778779 779 779 779 778 779 778 777 776 777 778 779 779 778 779 779 778 777 778 778 775 W W ST ST ST ST ST ST ST ST ST ST ST ST ST Jul 10, 2014 ISSUE DATE SCALE SEAL PROJECT MANAGER PROJECT NUMBER SHEET ISSUED FOR BE L L E C H A S S E P A R T N E R S , L L C 16 0 0 6 W . L I N C O L N A V E N U E WE S T A L L I S , W I 5 3 2 2 7 PR EPN 130288 1" = 50' 339OF CL I E N T FR E E D O M A V E N U E INDEPENDENCE COURT BE L L E C H A S S E S U B D I V I S I O N ( P H A S E 3 ) MU S K E G O , W I S C O N S I N SI T E G R A D I N G P L A N ( N O R T H W E S T ) 780 783 787.55 PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED SPOT GRADE 7/10/14 GEOBLOCK 5150 SYSTEM 20' WIDE POROUS PAVEMENT (INSTALL PER MANUFACTURERS RECOMMENDATIONS) 30' WIDE DRAINAGE EASEMENT 30' WIDE SANITARY SEWER EASEMENT 30.0' 15.0'15.0' 40.0' 40' WIDE UTILITY EASEMENT 30' WIDE DRAINAGE EASEMENT 30 . 0 ' 30' WIDE DRAINAGE EASEMENT 30. 0 ' SPLIT RAIL FENCING (TYP.) SPLIT RAIL FENCING (TYP.) SPLIT RAIL FENCING (TYP.) 30. 0 ' 30 . 0 ' 30' WIDE DRAINAGE EASEMENT 1 5 . 0 ' 15' WIDE DRAINAGE EASEMENT 15' WIDE DRAINAGE EASEMENT 1 5 . 0 ' 0+ 0 0 1+ 0 0 2+0 0 3+00 10 + 0 0 11 + 0 0 12+ 0 0 13+00 14+0015+00 16+00 17+00 18+0 0 19+0 0 20+ 0 0 21 + 0 0 22 + 0 0 23 + 0 0 24 + 0 0 25 + 0 0 32 + 0 0 33 + 0 0 34 + 0 0 35 + 0 0 36+ 0 0 SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST S T ST ST ST ST ST ST ST ST ST ST S T ST ST ST ST ST ST ST ST ST ST ST ST S T S T ST S T S T S T S T ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GA S GA S GA S G ST ST ST ST ST WL WLWL WL WL WL WL W L WL WL WL WL WL WL WL WL W L WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL W L WL W LWL WL WL WL WL ST STST ST WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W ST Wetlands Delineated by Stantec on October 25, 2013 SWALE T T T T C C TE L ELECELECELECELECELECELECELECELECELECELECELECELECELECELECELECELECELECEL E C EL E C TVTV TVTVTV TV TELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTEL W W SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS W W W W W W WMcSHANE DRIVE 60' Wetlands Delineated by Stantec LOT 82 LOT 83LOT 84 LOT 85 LOT 86 LOT 87 LOT 88 LOT 102 LOT 103 LOT 104 LOT 105 LOT 106 LOT 107 LOT 121 LOT 122 LOT 123 LOT 124 LOT 125 LOT 126 LOT 127 LOT 128 LOT 129 LOT 130 LOT 131 LOT 132 LOT 133 LOT 134 LOT 135 LOT 136 LOT 137 LOT 138LOT 101 LOT 100 LOT 99 LOT 89 783.45 783.66 784.10 783.50 783.40 785.00 784.50 784.50 784.00 783.30 783.31 783.25 779.25 781.89 782.59 783.46 784.33 784.33 780.33 784.33782.33 784.32 782.32 783.93 783.93 784.13783.65 785.39 785.39 784.30 784.41 785.50 786.59 782.59 787.64779.64788.05 788.05 787.40 783.40 787.40 783.40 784.94 784.00 786.09 780.87 779.40 780.03 780.69 779.30 776.94 777.76 776.97 783.50 779.14 775.70 779.29 776.59 777.3 778.9 778.4 780.7781.5780.8 781.6 782.7 783.7 782.5 781.4 782.3 783.5 784.6 785.7 786.5 786.0 784.9 783.8 782.7 781.4 782.5 783.7 781.8 780.9 781.4 781.1 778.9 777.3 777.8 778.9 781.3 781.7 781.5 778.8 781.6 781.7 782.2 781.0 778.9 777.2 777.3 778.2 778.9 778.5 778.1 780.9 778.7 778 1 776.4 779.8 779.5 778.0 779.8 777.1 777.7 778.0 778.0 780.4 780.8 781.6 782.2 782.4782.7 782.5 781.6 780.7783.1781.4 780.3 778.0 781.4 779.4779.2 777.5 777.1 ??? 779.0 779.1 778.2 779.0 778.7 786.7 787.6 787.1 785.0 783.9 780.9 783.8 784.9 783.1 782.1 783.4 783.8 783.6 783.6 783.5 783.0 782.1 779.4 782.5 782.8782.2 783.0 784.0 784.4 784.5 782.4 779.1 783.4 784.4 785.5 783.0 783.1 783.2 778.7 783.3 780.4 779.8 779.0 780.5 780.8 784.3 784.5 785.5 779.5 779.1 780.9 779.4 780.0 780.3 780.7 778.00 778.00 779.00 779.00 779.70 779.75 778.00778.00 777.02 783.40783.40 777.70 777.70 776.70 X X X X X X X X X X X XX X X X X X X X X X X X XXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 77 9 . 2 5 77 9 . 2 5 77 9 . 2 5 ST ST S T S T ST W W W ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST W ST W W W 7 7 6 777 778 779 780 781 782 782 781 780 777 778 779 780 781 782 783 782 778 779 780 781 782 783 783 782 779 780 781 782 783 784 783 782 780781 782 783 784 784 783 78 2 78 3 78 4 784 782 784 785 784 783 783 781 780 781 782 783 784 785 784 783 782 781 778 779 780 781 782 783 783 782 783 782 781 780 782 783 784 783 782 781 780 779 778 778 779 780 781 782 783 783 782 781 780 779 778 781 78 1 780 779 778 778 77 8 77 9 780 781781781 782 783 783 782 781 781 78 2 78 3 78 4 78 5 786 780779778777 777 778 779 780 781 782 783 784 78 3 78 2 781 779 780 781 782 783 78 4 78 4 78 3 77 8 77 9 780 7 8 0 7 8 1 7 8 2 78 3 78 7 78 6 78 5 778 779 780 781 782 783 784 78 7 78 6 7 8 5 778 779 780 781 782 783 784 785 786 787 78 8 78 7 784 787 7 88 78 2 78 1 780 779 787 785 783 781 780 787 788 78 6 78 7 77 9 77 8 78 5 78 6 785 78 3 78 1 780 782 784 779 778 78 5 784 785 783 781 782 783 78 4 78 4 783 7 8 2 7 8 1 782 783 784 784 783 782 781 780 78 0 78 0 784 785 785 784 783 782 781 783 784 785 785 784 783 782 782 783 78 3 78 1 78 2 78 3 78 3 78 2 782 783 784 78 3 78 2 78 1 784 782 78 1 78 0 78 0 78 1 78 2 78 3 78 3 7 7 9 78 0 7 8 1 7 8 2 7 8 4 78 3 780 782 779 780 781 782 784 783 778 779 780 784 783 77 8 77 9 78 0 78 1 78 2 78 378 4 78 4 78 3 78 2 78 2 78 3 78 3 78 2 78 1 78 0 77 9 77 8 78 1 78 2 78 2 78 1 78 0 77 9 77 8 78 1 781 7 8 0 78 1 7 7 9 7 7 8 780 7 7 2 76 9 7 7 3 7 7 4 7 7 5 7 7 4 7 7 6 7 7 7 77 3 77 4 77 5 77 4 77 6 77 7 77 7 77 6 772 770 768 775 777 777 775 770 768 7 7 7 7 7 7 77 7 770 772 774 771 773 775 770 772 776 777 778779 779 779 779 778 779 778 777 776 777 778 779 779 778 779 779 778 777 778 778 775 W W ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST Jul 10, 2014 ISSUE DATE SCALE SEAL PROJECT MANAGER PROJECT NUMBER SHEET ISSUED FOR BE L L E C H A S S E P A R T N E R S , L L C 16 0 0 6 W . L I N C O L N A V E N U E WE S T A L L I S , W I 5 3 2 2 7 PR EPN 130288 1" = 50' 439OF CL I E N T FR E E D O M A V E N U E MO R N I N G D O V E C O U R T I N D E P E N D E N C E COURT BE L L E C H A S S E S U B D I V I S I O N ( P H A S E 3 ) MU S K E G O , W I S C O N S I N SI T E G R A D I N G P L A N ( N O R T H E A S T ) F R E E D O M A V E N U E 780 783 787.55 PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED SPOT GRADE 7/10/14 30' WIDE SANITARY SEWER EASEMENT 30. 0 ' 30 . 0 ' 30' WIDE DRAINAGE EASEMENT 30' WIDE DRAINAGE EASEMENT 30. 0 ' 30' WIDE DRAINAGE EASEMENT30.0' 15.0' 15' WIDE DRAINAGE EASEMENT 15.0' 15' WIDE DRAINAGE EASEMENT 30 . 0 ' 30' WIDE DRAINAGE EASEMENT 15.0' 15' WIDE DRAINAGE EASEMENT ST ST 19+ 0 0 20+ 0 0 21 + 0 0 22 + 0 0 23 + 0 0 24 + 0 0 25 + 0 0 2 6 + 0 0 27+ 0 0 28+00 2 9 + 0 0 30 + 0 0 3+0 0 34 + 0 0 35 + 0 0 36+ 0 0 41+0 0 42+0 0 47+0 0 48+0 0 SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N S A N S A N SA N SA N SAN SAN SAN SA N SA N SAN SAN SAN SAN SAN SAN SA N SA N SAN SAN SAN SAN SAN SAN W W W W W W W W W W W W W W W W W W W W W W W W W ST ST ST ST ST ST T ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST S T S T S T S T ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST S T S T S T S T S T ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST WL WLWL WL WL WL W L W L WL WL WL WL WL WL WL WL WL WL W L WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL W L WL WL WL WL WL W L WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL W L W L W LWL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W 46 . 7 4 ' Wetlands Delineated by Stantec on October 25, 2013 54.3' 24 . 3 ' 12.3' 20 3 ' C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C E L E C ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELE C OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW 108.48' 0.33' 1. 3 1 ' Wetlands Delineated by Stantec LOT 102 LOT 103 LOT 104 LOT 105 LOT 106 LOT 107 LOT 108 LOT 109 LOT 110 LOT 111 LOT 112 LOT 113 LOT 114 LOT 115 LOT 116 LOT 117 LOT 118 LOT 119 LOT 120 LOT 121 LOT 122 LOT 123 LOT 124 LOT 125 LOT 126 LOT 127 LOT 128 LOT 129 LOT 130 LOT 131 LOT 132 LOT 133 LOT 134 LOT 135 LOT 136 LOT 137 LOT 100 LOT 99 783.66 784.10 783.50 783.40 782.59 783.46 784.33 784.33 780.33 784.33 782.33 784.32 782.32 783.93 783.93 784.13783.65 785.39 785.39 784.30 784.41 785.50 786.59 782.59 787.64 779.64 789.00 781.00 789.00781.00 786.50 782.50 786.50 782.50 788.20 783.20790.00 792.40 792.50793.50 792.90 792.21 788.21 792.00 788.00 788.05 788.05 787.40 783.40 787.40 783.40 784.94 784.00 786.09 780.87 779.40 780.03 780.69 779.30 786.30 782.30 781.16 779.14 780.45 781.60 781.91 782.20 775.70 779.29 776.59 782.5 781.4 782.3 783.5 784.6 785.7 786.5 787.6 790.1 790.8 791.2 790.6 787.6 787.1 786.7 786.6 785.2 785.0 784.8 785.0 786.0 786.4 786.0 784.9 783.8 782.7 781.4 782.5 783.7 794.5 791.7 794.3 789.7 791.5 778.8 779.8 777.3 778.2 778.9 778.5 778.1 780.9 778.7 778.1 779.8 779.5 778.0 779.8 777.7 778.0 778.0 780.4 780.8 781.6 782.2 782.4782.7 782.5 781.6 780.7783.1781.4 780.3 778.0 777.5 777.1 ??? 790.3 780.4 780.1 779.1 779.0 779.4 779.1 778.2 779.0 778.7 786.7 787.6 791.2 791.6 792.5 792.2 791.9 789.5 786.2 785.6 785.9 784.6 787.5 787.1 785.0 783.9 780.9 783.8 784.9 783.1 782.1 783.4 783.8 783.6 783.6 783.5 783.0 782.1 779.4 779.1 783.4 784.4 785.5 782.2 783.1 778.7 783.3 780.4 779.8 779.0 780.5 780.8 784.3 784.5 785.5 792.8 791.2 791.6 789.2 786.8 786.8 784.5 781.1 782.0 780.4 779.5 779.1 780.9 779.4 780.0 780.3 780.7 778.00 778.00 779.00 779.00 778.35 778.30 778.59 779.70 779.75 778.00778.00 777.02 783.40783.40 777.70 777.70 776.70 X X X X X X X X X X X XX X X X X X X X X X X X XXX X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 786.1 783.0 ST ST ST W W W W W W W W ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST W ST W W W W W W 783 784 783 782 781 783 782 781 780 783 782 781 780 779 778 783 782 781 780 779 778 783 782 781 781 7 8 2 78 3 7 8 4 7 8 5 786 78 7 790 7 8 9 788 787 786 78 6 787 788 780779778777 777 778 779 780 781 782 783 784 78 3 78 2 781 779 780 781 782 78 3 78 4 78 4 78 3 77 8 77 9 780 7 8 0 7 8 1 7 8 2 783 78 7 78 6 785 778 779 780 781 782 783 784 78 7 786 7 8 5 778 779 780 781 782 783 784 785 786 787 78 8 78 7 784 785 786 787 788 789 790 787 788 792 791 790 788 789 790 791 792 7 9 2 7 9 1 79 3 792 791 792 793 793 792 79 0 79 1 79 2 792 791 790 791 792 790 792 791 789 788 787 790 791 792 792 791 790 789 788 790 789 788 786 787 788 789 790 789 788 787 7 8 6 781 782 783 784785 786 786787 788 787 786 788 780 781 782 786 785 783 7 8 6 785 784 783 78 2 781 780 779 78 6 78 2 7 8 1 780 78 5 7 8 3 779 77 9 785 785 785 787 788 789 780 782 784 786 784 782 787 788 7 8 9 787 785 783 781 780 787 788 78 6 78 7 77 9 77 8 78 5 78 6 785 78 3 78 1 780 782 784 779 778 78 5 78 4 78 5 783 781 782 783 784 784 78 3 7 8 2 7 8 1 782 783 784 784 783 782 781 780 78 0 78 0 784 785 785 784 783 782 781 785 785 784 783 782 78 3 7 8 1 78 2 78 3 78 3 78 2 78 3 78 2 78 1 784 782 78 1 78 0 78 0 78 1 78 2 78 3 78 3 7 7 9 78 0 7 8 1 7 8 2 7 8 4 7 8 3 780 782 779 780 781 782 784 783 778 779 780 784 783 77 8 77 9 78 0 78 1 78 2 78 378 4 78 4 78 3 78 2 78 2 78 3 78 3 78 2 78 1 78 0 77 9 77 8 78 1 78 2 78 2 78 1 78 0 77 9 77 8 780 772 770 768 775 777 777 775 770 768 7 7 7 7 7 7 77 7 770 772 774 771 773 775 770 772 776 777 778779 779 779 779 778 779 778 777 776 777 778 779 779 778 779 779 778 777 778 778 775 W W ST ST ST ST ST ST ST ST ST ST ST ST ST S T ST ST ST ST ST ST ST ST ST Jul 10, 2014 ISSUE DATE SCALE SEAL PROJECT MANAGER PROJECT NUMBER SHEET ISSUED FOR BE L L E C H A S S E P A R T N E R S , L L C 16 0 0 6 W . L I N C O L N A V E N U E WE S T A L L I S , W I 5 3 2 2 7 PR EPN 130288 1" = 50' 539OF CL I E N T FR E E D O M A V E N U E MO R N I N G D O V E C O U R T FOX R U N C OUR TTRUOCLLIH S R E T N UH BE L L E C H A S S E S U B D I V I S I O N ( P H A S E 3 ) MU S K E G O , W I S C O N S I N SI T E G R A D I N G P L A N ( S O U T H E A S T ) 780 783 787.55 PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED SPOT GRADE 7/10/14 30' WIDE SANITARY SEWER EASEMENT 30. 0 ' 30 . 0 ' 30' WIDE DRAINAGE EASEMENT 30' WIDE DRAINAGE EASEMENT 30. 0 ' 15.0' 15' WIDE DRAINAGE EASEMENT 30 . 0 ' 30' WIDE DRAINAGE EASEMENT 15 . 0 ' 3 0 . 0 ' 30' WIDE WATER MAIN EASEMENT 25' WIDE WATER MAIN EASEMENT 15' WIDE DRAINAGE EASEMENT 15' WIDE DRAINAGE EASEMENT 15 . 0 ' 15 . 0 ' 10 . 0 ' GEOBLOCK 5150 SYSTEM 20' WIDE POROUS PAVEMENT (INSTALL PER MANUFACTURERS RECOMMENDATIONS) 10 + 0 0 11 + 0 0 12+ 0 0 13+00 14+00 32 + 0 0 33 + 0 0 34 + 0 0 35 + 0 0 36+ 0 0 782 SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN W W W W W W W W W W W ST S T ST ST ST ST ST ST ST ST ST ST ST ST S T S T S T S T S T S T S T T ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST AS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GA S GA S GA S GA S ST ST ST ST ST WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL STST ST OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W ST DRI V E SWALE W W SAN SAN SAN SAN SAN SAN SAN SAN SA N AN SAN SAN SAN SAN SAN SAN SAN SAN EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C W W W W W W W W W 60' Wetlands Delineated by Stantec LOT 82 LOT 83 LOT 133 LOT 134 LOT 135 LOT 136 LOT 137 LOT 138 783.31 783.25 779.25 781.89 782.59 783.46 784.33 784.33 780.33 784.33782.33 777.3 778.9 778.4 780.7.5 781.4 781.1 778.9 777.2 777.3 778.2 778.9 778.5 778.1 777.1 777.7 778.0 778.0 780.4 780.8 781.6 782.2 782.4782.7 781.6 780.7 783.6 783.5 783.0 782.1 779.4 782.5 8 777.70 777.70 776.70 77 9 . 2 5 77 9 . 2 5 77 9 . 2 5 ST 777 7 7 5 7 7 6 777 778 779 780 781 782 783 783 782 781 780 777 778 779 780 781 782 783 783 782 778 778 779 78 0 781 78 2 782 779 778 782783 77 8 77 9 78 0 78 1 78 2 78 3 78 3 78 2 78 1 78 0 77 9 78 1 78 2 78 2 78 1 78 0 77 9 78 1 78 1 7 8 0 7 7 9 7 7 8 78 1 78 0 78 0 78 1 782 777 776 775 774 776 776 775774 77 5 77 4 77 6 77 7 77 2 76 7 76 7 77 2 770 770 7 7 7 7 7 3 7 7 4 7 7 5 7 7 4 7 7 6 7 7 7 777 776 775774 773774 77 7 77 6 7 7 2 77 0 77 7 77 6 77 5 77 4 77 7 77 3 77 4 7 7 7 7 7 8 777 ST ST ST ST ST ST ST ST ST ST ST ST W W 778 779 780 781 782 77 8 775 776 777 77 6 77 7 77 7 Jul 10, 2014 ISSUE DATE SCALE SEAL PROJECT MANAGER PROJECT NUMBER SHEET ISSUED FOR BE L L E C H A S S E P A R T N E R S , L L C 16 0 0 6 W . L I N C O L N A V E N U E WE S T A L L I S , W I 5 3 2 2 7 PR EPN 130288 1" = 50' 639OF CL I E N T MO R N I N G D O V E C O U R T BE L L E C H A S S E S U B D I V I S I O N ( P H A S E 3 ) MU S K E G O , W I S C O N S I N BL U H M P A R K G R A D I N G P L A N F R E E D O M A V E N U E SHADING DEPICTS INNUNDATION AREA EL=776.68 SHADING DEPICTS INNUNDATION AREA EL=776.68 RAISE RUGBY FIELD FINISH EL=777.70 160' ELEVATED BOARD WALK EL=777.70' 10' WIDE ASPHALT TRAIIL - 700' 780 783 787.55 PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED SPOT GRADE 7/10/14 0+ 0 0 1+ 0 0 2+0 0 3+00 4+005+006+007+00 16+00 17+00 18+00 19+0 0 20+ 0 0 21+ 0 0 22 + 0 0 23 + 0 0 24 + 0 0 25 + 0 0 783 781 78 1 SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN S SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N S A N S SA N SA N SAN SAN SAN SAN SA N SAN W W W W W W W W W W W W W W W W W W W W W ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST S T S T S T ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST W W W W W W W W W W W W W W W W W W W W W W W W W W W W GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS G S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N S SAN SAN SAN SAN SAN SAN WL WLWL WL WL WL W L W L WL WL WL WL WL WL WL WL WL WL W L W LWL S T WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN Wetlands Delineated by Stantec on October 25, 2013 CHASSE R KWAY ST ST ST ST ST ST T T T T T T C C GAS GAS GAS GAS GAS GAS GASEL E C ELEC ELEC ELEC ELEC TEL TEL TEL TE L TEL ELEC ELEC ELEC SAN TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TEL TEL TE L TE L TE L SA N SA N SA N SA N SA N SAN TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TE L TE L TEL TEL TEL TE L TEL TEL TEL TEL TEL TEL TEL TEL TE L TE L TE L TE L ELECELECELECELECELECELECELECELECELECELECELECELECELECELECELECELECELECEL E C EL E C TVTVTVTVTV TV TELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTEL SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN TELTELTELTELTELTELTELTELTELTEL W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS W W W W W W WMcSHANE DRIVE L LOT 85 LOT 86 LOT 87 LOT 88 LOT 102 LOT 103 LOT 104 LOT 105 LOT 106 LOT 107 LOT 108 LOT 118LOT 120 LOT 121 LOT 122 LOT 123 LOT 124 LOT 125 LOT 126 LOT 127 LOT 128 LOT 131 L LOT 101 LOT 100 LOT 99LOT 98LOT 97 LOT 96 LOT 95 LOT 94 LOT 93 LOT 92 LOT 91 LOT 90 LOT 89 785.36 786.03 786.03 785.78 785.66 784.53 783.45 783.45 784.89 783.61 783.66 784.10 783.50 783.40 785.00 784.50 784.50 784.00 7 7 7 783.93 783.65 785.39 785.39 784.30 784.41 785.50 786.59 782.59 787.64 779.64 789.00 781.00792.00 788.00 788.05 788.05 787.40 783.40 787.40 783.40 784.94 784.00 786.30 782.30 783.50 783.40783.40 X X X X X X X X X X X XX X X X X X X X X X X X XXX X X X X X X X X X X X X X X X X X X X X X X X X X X X ST ST S T S T W W W 782 783 784 785 785 784 784 785 785 784 783 782 781 780 78 1 7 8 2 7 8 3 78 4 7 8 5 78 5 7 8 2 7 8 3 7 8 4 7 8 5 7 8 5 7 8 4 782 783 784 785 785 784 779 780 781 783 783 782 782 783 783 782 780 7 7 6 777 778 779 778 779 775 770 770 775 776 777 778 779 778 779 778 777 779 778 777 777 778 779 782 783 784 784 783 782 781 780 779 778 779 780 781 782 783 783 782 781 780 778 775 776 777777 778 778 779 780 781 782 783 783 782 778 779 780 781 781 781 782 779 780 781 782 783 783 782 781 781 780 781 777 776 778 782 783 784 784 783 782783 779 778 77 9 77 8 780 781 782 783 784 784 783 782 782 783 784 784 783 78 2 78 3 784 784 781 782 783 78 2 782 783 784 785 786 7 8 3 78 1 78 0 780 77 9 779 781 781782 782 783785784 78 6 787 780 785 785 78 3 78 1 780 77 9 78 5 78 6 78 4 78 5 785 78 4 783 782 781 780 779 778 782 783 78 4 784 78 3 78 2 7 8 1 78 0 780 782 784 784 783 782 784 785 785 784 783 782 781 783 784 785 785 784 783 782 78 2 78 3 7 8 1 78 1 78 2 78 3 78 0 7 8 1 7 8 2 7 8 3 78 4 782 783 78 3 782 783 781 781 784 784 783 782 781780 782 783 784 785 785 784 783 780 781 785 79 0 78 9 78 8 7 8 7 78 7 78 8 78 8 78 5 783 783 782 781 780 779 778 780 778 78 7 78 6 7 8 5 785 78 578 678 7 78 4 7 8 0 77 8 780 780 781 78 2 78 3 784 78 3 780 781 782 783 78 4 78 4 783 78 2 781 779 777 776 776 777 778 779 779 780 781 782 78 3 SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST W W W W W W W W SF SF SF SF SF SF SF W W ST ST ST ST ST ST ST ST ST ST ST ST ST Jul 10, 2014 ISSUE DATE SCALE SEAL PROJECT MANAGER PROJECT NUMBER SHEET ISSUED FOR BE L L E C H A S S E P A R T N E R S , L L C 16 0 0 6 W . L I N C O L N A V E N U E WE S T A L L I S , W I 5 3 2 2 7 PR EPN 130288 1" = 50' 739OF CL I E N T FR E E D O M A V E N U E INDEPENDENCE COURT BE L L E C H A S S E S U B D I V I S I O N ( P H A S E 3 ) MU S K E G O , W I S C O N S I N ER O S I O N C O N T R O L P L A N ( N O R T H W E S T ) INLET PROTECTION (TYP.) INLET PROTECTION (TYP.) INLET PROTECTION (TYP.) INLET PROTECTION (TYP.) INLET PROTECTION (TYP.) TRACKING MAT (TYP.) SILT FENCE (TYP.) SILT FENCE (TYP.) SILT FENCE (TYP.) SILT FENCE (TYP.) SILT FENCE (TYP.) SILT FENCE (TYP.) SILT FENCE (TYP.) SILT FENCE (TYP.) 780 783 PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DITCH CHECK (TYP.) DITCH CHECK (TYP.) 7/10/14 EROSION CONTROL LEGEND INLET PROTECTION SILT FENCE STONE TRACKING MAT DITCH CHECK TOPSOIL STOCKPILE SILT TRAP EROSION MAT SF SILT TRAP (TYP.)TOP SOIL STOCKPILE (TYP.) TOP SOIL STOCKPILE (TYP.) SILT TRAP (TYP.) SILT TRAP (TYP.) SILT TRAP (TYP.) TOP SOIL STOCKPILE (TYP.) SILT TRAP SPILLWAY LOCATION (TYP.) SILT TRAP SPILLWAY LOCATION (TYP.) SILT TRAP SPILLWAY LOCATION (TYP.) SILT TRAP (TYP.) SILT TRAP SPILLWAY LOCATION (TYP.) RIP RAP (TYP.) RIP RAP (TYP.) 0+ 0 0 1+ 0 0 2+0 0 3+00 10 + 0 0 11 + 0 0 12+ 0 0 13+00 14+0015+00 16+00 17+00 18+0 0 19+0 0 20+ 0 0 21 + 0 0 22 + 0 0 23 + 0 0 24 + 0 0 25 + 0 0 32 + 0 0 33 + 0 0 34 + 0 0 35 + 0 0 36+ 0 0 783 781 78 1 781 782 SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST S T ST ST ST ST ST ST ST ST ST ST S T ST ST ST ST ST ST ST ST ST ST ST ST S T S T ST S T S T S T S T ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GA S GA S GA S G ST ST ST ST ST WL WLWL WL WL WL WL W L WL WL WL WL WL WL WL WL W L WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL W L WL W LWL WL WL WL WL ST STST ST WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W ST Wetlands Delineated by Stantec on October 25, 2013 T T T T C C TE L ELECELECELECELECELECELECELECELECELECELECELECELECELECELECELECELECELECEL E C EL E C TVTV TVTVTV TV TELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTEL W W SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS W W W W W W WMcSHANE DRIVE 60' Wetlands Delineated by Stantec LOT 82 LOT 83LOT 84 LOT 85 LOT 86 LOT 87 LOT 88 LOT 102 LOT 103 LOT 104 LOT 105 LOT 106 LOT 107 LOT 121 LOT 122 LOT 123 LOT 124 LOT 125 LOT 126 LOT 127 LOT 128 LOT 129 LOT 130 LOT 131 LOT 132 LOT 133 LOT 134 LOT 135 LOT 136 LOT 137 LOT 138LOT 101 LOT 100 LOT 99 LOT 89 783.45 783.66 784.10 783.50 783.40 785.00 784.50 784.50 784.00 783.30 783.31 783.25 779.25 781.89 782.59 783.46 784.33 784.33 780.33 784.33782.33 784.32 782.32 783.93 783.93 784.13783.65 785.39 785.39 784.30 784.41 785.50 786.59 782.59 787.64779.64788.05 788.05 787.40 783.40 787.40 783.40 784.94 784.00 783.50 783.40783.40 X X X X X X X X X X X XX X X X X X X X X X X X XXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 77 9 . 2 5 77 9 . 2 5 77 9 . 2 5 ST ST S T S T ST W W W 782 783 783 782 780 7 7 6 777 778 779 778 779 775 770 770 775 776 777 778 779 778 779 778 777 779 778 777 777 778 779 782 783 784 784 783 782 781 780 779 778 779 780 781 782 783 783 782 781 780 778 775 776 777777 778 778 779 780 781 782 783 783 782 778 779 780 781 781 77 9 77 8 777 7 7 5 7 7 6 777 778 779 780 781 782 783 783 782 781 780 777 778 779 780 781 782 783 783 782782 783 783 782 781 780 779 778 780 781 782 783 784 784 783 782 782 783 784 784 783 78 2 78 3 784 784 778 778 779 78 0 781781 782 783 78 2 782 783 784 785 786 7 780 779 78 6 78 7 780 785 785 78 3 78 1 780 77 9 78 5 78 6 78 4 78 5 78 5 78 4 78 3 782 781 780 779 778 782 783 784 784 783 782 7 8 1 78 0 780 782 784 784 783 782 784 785 785 784 783 782 781 783 784 785 785 784 783 782 78 2 78 3 78 3 78 2 7 8 1 78 1 78 2 78 3 78 3 78 2 7 7 9 78 0 7 8 1 7 8 2 78 3 7 8 4 7 8 3 779 778 782783 77 8 77 9 78 0 78 1 78 2 78 3 78 3 78 2 78 1 78 0 77 9 78 1 78 2 78 2 78 1 78 0 77 9 78 1 78 1 7 8 0 7 7 9 7 7 8 782 783 78 3 782 783 784 784 783 782 78 1 78 0 78 0 78 1 782 782 783 781 781 784 784 783 782 781780 782 783 784 785 785 784 783 780 781 79 0 78 9 78 8 78 7 78 8 78 8 78 5 783 783 782 781 780 779 778 780 778 78 7 78 6 7 8 5 785 78 578 678 7 78 4 7 8 0 77 8 780 780 781 78 2 78 3 78 4 78 3 780 781 782 783 78 4 78 4 78 3 78 2 781 779 777 776 776 777 778 779 777 776 775 774 776 776 775774 77 5 77 4 77 6 77 7 77 2 76 7 76 7 77 2 770 770 7 7 7 7 7 3 7 7 4 7 7 5 7 7 4 7 7 6 7 7 7 777 776 775774 773774 77 7 77 6 7 7 2 77 0 77 7 77 6 77 5 77 4 77 7 77 3 77 4 7 7 7 7 7 8 777 779 780 779 781 782 78 3 SF SF SF SF SF SF SF S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F S F SF SF SF SF SF SF SF SF SF SF S F SF SF SF SF SF S F S F S F S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST W W W W W W ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST Jul 10, 2014 ISSUE DATE SCALE SEAL PROJECT MANAGER PROJECT NUMBER SHEET ISSUED FOR BE L L E C H A S S E P A R T N E R S , L L C 16 0 0 6 W . L I N C O L N A V E N U E WE S T A L L I S , W I 5 3 2 2 7 PR EPN 130288 1" = 50' 839OF CL I E N T FR E E D O M A V E N U E MO R N I N G D O V E C O U R T I N D E P E N D E N C E COURT BE L L E C H A S S E S U B D I V I S I O N ( P H A S E 3 ) MU S K E G O , W I S C O N S I N ER O S I O N C O N T R O L P L A N ( N O R T H E A S T ) F R E E D O M A V E N U E INLET PROTECTION (TYP.) INLET PROTECTION (TYP.) INLET PROTECTION (TYP.) INLET PROTECTION (TYP.) INLET PROTECTION (TYP.) TRACKING MAT (TYP.) TRACKING MAT (TYP.) SILT FENCE (TYP.) SILT FENCE (TYP.) SILT FENCE (TYP.) SILT FENCE (TYP.)SILT FENCE (TYP.) SILT FENCE (TYP.) 780 783 PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 7/10/14 TOP SOIL STOCKPILE (TYP.) SILT TRAP (TYP.) TOP SOIL STOCKPILE (TYP.) SILT TRAP (TYP.) SILT TRAP (TYP.) SILT TRAP (TYP.) SILT FENCE (TYP.) TOP SOIL STOCKPILE (TYP.) EROSION CONTROL LEGEND INLET PROTECTION SILT FENCE STONE TRACKING MAT DITCH CHECK TOPSOIL STOCKPILE SILT TRAP EROSION MAT SF SILT TRAP SPILLWAY LOCATION (TYP.) SILT TRAP SPILLWAY LOCATION (TYP.) RIP RAP (TYP.) RIP RAP (TYP.) RIP RAP (TYP.) RIP RAP (TYP.) 19+0 0 20+ 0 0 21 + 0 0 22 + 0 0 23 + 0 0 24 + 0 0 25 + 0 0 2 6 + 0 0 27+ 0 0 28+00 2 9 + 0 0 30 + 0 0 3+0 0 34 + 0 0 35 + 0 0 36+ 0 0 41+0 0 42+0 0 47+0 0 48+0 0 781 78 1 782 78 7 78 6 786 788 SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N S A N S A N SA N SA N SAN SAN SAN SA N SA N SAN SAN SAN SAN SAN SAN SA N SA N SAN SAN SAN SAN SAN SAN W W W W W W W W W W W W W W W W W W W W W W W W W ST ST ST ST ST ST T ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST S T S T S T S T ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST S T S T S T S T S T ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST WL WLWL WL WL WL W L W L WL WL WL WL WL WL WL WL WL WL W L WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL W L WL WL WL WL WL W L W L WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL W L W L W LWL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W 46 . 7 4 ' Wetlands Delineated by Stantec on October 25, 2013 54.3' 24 . 3 ' 12.3' 20 3 ' C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC EL E C OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW 108.48' 0.33' 1. 3 1 ' Wetlands Delineated by Stantec LOT 102 LOT 103 LOT 104 LOT 105 LOT 106 LOT 107 LOT 108 LOT 109 LOT 110 LOT 111 LOT 112 LOT 113 LOT 114 LOT 115 LOT 116 LOT 117 LOT 118 LOT 119 LOT 120 LOT 121 LOT 122 LOT 123 LOT 124 LOT 125 LOT 126 LOT 127 LOT 128 LOT 129 LOT 130 LOT 131 LOT 132 LOT 133 LOT 134 LOT 135 LOT 136 LOT 137 LOT 100 LOT 99 783.66 784.10 783.50 783.40 782.59 783.46 784.33 784.33 780.33 784.33 782.33 784.32 782.32 783.93 783.93 784.13783.65 785.39 785.39 784.30 784.41 785.50 786.59 782.59 787.64 779.64 789.00 781.00 789.00781.00 786.50 782.50 786.50 782.50 788.20 783.20790.00 792.40 792.50793.50 792.90 792.21 788.21 792.00 788.00 788.05 788.05 787.40 783.40 787.40 783.40 784.94 784.00 786.30 782.30 783.40783.40 X X X X X X X X X X X XX X X X X X X X X X X X XXX X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X ST ST ST W W W 779 780 781 783 783 782 780 7 7 6 777 778 779 778 779 775 770 770 775 776 777 778 779 778 779 778 777 779 778 777 777 778 779 784 783 782 781 780 779 783 782 781 780 778 783 78 2 782 783 784 785 786 790 7 8 9 788 7 8 7 786 785 785 786 787 788 787 786 784 783 782 781 7 8 5 7 8 2 7 8 1 780 7 8 6 786 785 783 781 7 8 5 7 8 3 78 1 78 0 780 77 9 779 789 788 787 785 784 783 782 781 781782 782 783785784 785 786 78 6 78 7 780 785 785 78 3 78 1 780 77 9 78 5 78 6 78 4 78 5 785 78 4 78 3 782 781 780 779 778 782 783 78 4 784 783 782 7 8 1 78 0 780 782 784 784 783 782 784 785 785 784 783 782 781 785 785 784 783 782 78 2 78 3 78 3 78 2 78 1 78 1 78 2 78 3 78 3 78 2 7 7 9 78 0 7 8 1 7 8 2 7 8 3 78 4 7 8 3 779 778 782783 77 8 77 9 78 0 78 1 78 2 78 3 78 3 78 2 78 1 78 0 77 9 78 1 78 2 78 2 78 1 78 0 77 9 78 3 784 783 782 78 1 78 0 78 0 78 1 78 2 784 783 782 781780 783 7 8 6 787 78 8 78 9 790 790 786 788790 793 790791 79 1 7 9 2 791 792 793 793 792 791 78 8 787 788 789 790 791 792 780 781 785 787 78 8 78 6 791 791 792 79 0 790 791 792 79 0 78 9 78 8 7 8 7 78 7 78 8 78 8 78 5 783 783 782 781 780 779 778 780 778 78 7 78 6 7 8 5 785 78 578 678 7 78 4 7 8 0 77 8 780 780 781 78 2 78 3 78 4 78 3 780 781 782 783 78 4 78 4 78 3 78 2 781 779 777 776 776 777 778 779 777 776 775 774 776 776 775774 77 5 77 4 77 6 77 7 77 2 76 7 76 7 77 2 770 770 7 7 7 793 SF SF S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F S F SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF SF S F S F S F S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST W W W W W W W W W W W W W W ST ST ST ST ST ST ST ST ST ST ST ST ST S T ST ST ST ST ST ST ST ST ST Jul 10, 2014 ISSUE DATE SCALE SEAL PROJECT MANAGER PROJECT NUMBER SHEET ISSUED FOR BE L L E C H A S S E P A R T N E R S , L L C 16 0 0 6 W . L I N C O L N A V E N U E WE S T A L L I S , W I 5 3 2 2 7 PR EPN 130288 1" = 50' 939OF CL I E N T FR E E D O M A V E N U E MO R N I N G D O V E C O U R T FOX R U N C OUR TTRUOCLLIH S R E T N UH BE L L E C H A S S E S U B D I V I S I O N ( P H A S E 3 ) MU S K E G O , W I S C O N S I N ER O S I O N C O N T R O L P L A N ( S O U T H E A S T ) INLET PROTECTION (TYP.) INLET PROTECTION (TYP.) INLET PROTECTION (TYP.) INLET PROTECTION (TYP.) INLET PROTECTION (TYP.) INLET PROTECTION (TYP.) SILT FENCE (TYP.) SILT FENCE (TYP.) SILT FENCE (TYP.) SILT FENCE (TYP.) SILT FENCE (TYP.) SILT FENCE (TYP.) INLET PROTECTION (TYP.) 780 783 PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 7/10/14 SILT TRAP (TYP.) TOP SOIL STOCKPILE (TYP.) TOP SOIL STOCKPILE (TYP.) TOP SOIL STOCKPILE (TYP.) SILT TRAP (TYP.)SILT TRAP (TYP.) SILT TRAP (TYP.) SILT TRAP (TYP.) SILT FENCE (TYP.) WL WL W L W L EROSION CONTROL LEGEND INLET PROTECTION SILT FENCE STONE TRACKING MAT DITCH CHECK TOPSOIL STOCKPILE SILT TRAP EROSION MAT SF SILT TRAP SPILLWAY LOCATION (TYP.) SILT TRAP SPILLWAY LOCATION (TYP.) RIP RAP (TYP.) RIP RAP (TYP.) RIP RAP (TYP.) Jul 10, 2014 ISSUE DATE SCALE SEAL PROJECT MANAGER PROJECT NUMBER SHEET ISSUED FOR BE L L E C H A S S E S U B D I V I S I O N ( P H A S E 3 ) MU S K E G O , W I S C O N S I N BE L L E C H A S S E P A R T N E R S , L L C 16 0 0 6 W . L I N C O L N A V E N U E WE S T A L L I S , W I 5 3 2 2 7 PR EPN 130288 10 39 OF ER O S I O N C O N T R O L D E T A I L S CL I E N T FRONT ELEVATION STAGGER JOINTS WITH A DOUBLE ROW. STAKES DRIVEN FLUSH WHEN SOIL CONDITIONS PERMITS STAGGER JOINTS BETWEEN ADJACENT ROWS OF BALES. FOR SCOUR PROTECTION USE: EROSION MAT FOR CHANNEL LINING, LAP MAT UNDER UPSTREAM BALES AND SECURE FABRIC WITH WOOD STAKES, AT 3 FOOT INTERVALS. BOTTOM ELEVATION OF END BALE SHALL BE EQUAL TO OR GREATER THAN TOP OF LOWEST MIDDLE BALE. DI R E C T I O N O F F L O W AA PLAN VIEW SECTION A - A NOTE: ALL DIMENSIONS ARE APPROXIMATE Figure 1 7' NOMINAL 7' N O M I N A L 18 " N O M . 14" N O M . 4" NOM. 4" NOM. SLOPE VAR.SLOPE VAR. WOOD STAKES ( 2 PER BALE) NOMINAL 2" x 2" x 30" MINIMUM LENGTH OR EQUIVALENT EMBED BALES STORM SEWER PROFILE VIEW PLAN VIEW TYPE "R" FILTER FABRIC STORM SEWER WD L STORM SEWER APRON END WALL RIPRAP TO BE FLUSH WITH OR SLIGHTLY LOWER THAN SURROUNDING GRADE. CONSTRUCTION SPECIFICATIONS 1. EXCAVATE BELOW GRADE TO ACCOMODATE PLACEMENT OF RIP-RAP INTO EXISITNG SOIL. 2. PLACE FILTER CLOTH ON BOTTOM AND SIDES OF PREPARED FOUNDATION. ALL JOINTS TO OVERLAP A MINIMUM OF 1.0'. 3. EXERCISE CARE IN RIPRAP PLACEMENT TO AVOID DAMAGE TO FILTER FABRIC. 4. PLACE RIPRAP MATTING SO THAT THE TOP OF STONE IS NOT HIGHER THAN THE TOP OF THE SURROUNDING GRADE. 5. RIPRAP TO BE HARD, ANGULAR, WELL GRADE STONE OF 6" TO 12" DIA, AND SHALL BE A MINIMUM OF 18" THICK. 6. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATION. 7. RIPRAP SHALL COMPLY WITH THE SECTION 606 OF THE STATE OF WISCONSIN STANDARD FOR HIGHWAY AND STRUCTURE CONSTRUCTION. STONE SECTION SECTION A-A 4' MIN. 3' M A X . 1. 5 ' 3' EMERGENCY SPILLWAY FLOW REGION TOP OF EMBANKMENT GEOTEXTILE FABRIC 2:1 SIDE SLOPE MAX. (TYP) WEIR LENGTH - FROM PLAN STABILIZED SIDE SLOPES (TYP) EMERGENCY SPILLWAY 1. 5 ' PRIMARY OUTLET HGT. (TYP.) KEYWAY TRENCH SEDIMENT TRAP BOTTOM 3' TOP WIDTH OF EMBANKMENT 3' 1. 5 ' EMBANKMENT DIRECTION OF FLOW SEDIMENT TRAP BOTTOM STONE OUTLET 2' MIN. TOP WIDTH OF OUTLET STONE OUTLET STABILIZED OUTLET GEOTEXTILE FABRIC A A 7/10/14 W W W W W W W W W W W W W W W W W W W W W W GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS G GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S G A S G A S GA S G A S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S G A S GA S GA S G A S G A S G A S G A S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S G A S G A S G A S G A S GA S GA S GA S GA S GA S GA S GA S GA S SA N SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN WL WLWL WL WL W L W L WL WL WL WL WL WL WL W L W L W LWL WL WL WL WL WL WL WL WL WL WL WL WL WL OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W SAN SA N S A N S A N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN CHASSE R KWAY ST ST ST ST T T T T T T C C GAS GAS GAS GAS GAS ELE C ELEC ELEC ELEC TEL TEL TE L TEL ELEC ELEC TE L TE L TE L TE L TE L T E L TE L TE L TE L TE L TE L T E L TE L T E L TE L T E L TE L TE L TE L TE L TE L TE L TE L TE L T E L T E L TE L TE L TE L TE L TE L SA N S A N SA N SA N SAN TEL TEL TEL TEL TEL TEL TEL TEL TE L TEL TEL TE L TEL TEL TEL TEL TEL TEL TEL TE L TE L TE L ELECELECELECELECELECELECELECELECELECELECELECELECELECELEC EL E C TVTV TVTVTV TELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTEL SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN TELTELTELTELTELTELTELTEL W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W AAAS GAS GAS GAS GAS GAS GAS GAS GAS W W W W WMcSHANE DRIVE WETLANDS WETLANDS WETLANDS WETLANDS L LOT 85 LOT 86 LOT 87 LOT 88 LOT 102 LOT 103 LOT 104 LOT 105 LOT 106 LOT 107 LOT 108 LOT 118 LOT 120 LOT 121 LOT 122 LOT 123 LOT 124 LOT 125 LOT 126 LOT 127 LOT 128 LOT 131 L LOT 101 LOT 100 LOT 99LOT 98LOT 97 LOT 96 LOT 95 LOT 94 LOT 93 LOT 92 LOT 91 LOT 90 LOT 89 ST S T ST ST ST ST ST ST ST ST ST ST ST 0+ 0 0 1+ 0 0 2+0 0 3+00 4+005+006+007+00 16+00 17+00 18+00 19+ 0 0 20+ 0 0 21+ 0 0 22 + 0 0 23 + 0 0 24 + 0 0 25 + 0 0 ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST S T S T ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN S SAN SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N S A N SA N SA N SA N SAN SAN SA N W W W W W W W W W W W W 8X8 TEE 26+16.72, 16.50' LT. 8" BUTTERFLY VALVE 25+93.42, 18.59' LT. 33.75 DEG BEND 25+28.64, 6.84' LT. 22.5 DEG BEND 48+09.77, 10.00' LT. 8'' BUTTERFLY VALVE & 6'' REDUCER 6+84.09, 3.28' LT. 22.5 DEG BEND 18+18.72, 10.18' RT. 5 DEG DEFLECTION 22+51.48, 10.09' LT. 8'' BUTTERFLY VALVE & 36+3 8X6 HYDRANT TEE 4+52.61, 10.00' RT. 11.25 DEG BEND 16+25.64, 10.14' RT. 12" BUTTERFLY VALVE 33.75 DEG BEND 2+99.07, 10.36' RT. 5 DEG DEFLECTION 15+66.83, 10.50' RT. 22.5 DEG BEND 2+10.76, 8.96' RT. 5 DEG DEFLECTION 3+92.03, 10.00' RT. 33.75 DEG BEND 1+21.03, 8.12' LT. 8X6 HYDRANT TEE 0+80.54, 8.06' LT. CONNECT EX. WM 0+55.54, 8.05' LT. 8X6 HYDRANT TEE 17+90.09, 5.35' RT. 8X6 HYDRANT TEE 21+73.98, 11.95' LT. WP-1 WP-3 WP-5 WP-11 WP-26 WP-32 WP-36 WP-71 WP-2 6" LEAD WITH VALVE WP-4 WP-37 WP-10 WP-6 WP-22 WP-33 WP-8 6" LEAD WITH VALVE WP-24 WP-25 6" LEAD WITH VALVE WP-30 WP-31 6" LEAD WITH VALVE WP-34 6" LEAD WITH VALVE 12 SSP-3 SAN MH 4 6+46.69, 0.00' SAN MH 3 3+91.51, 0.00' SAN MH 2 2+98.94, 0.00' SAN MH 1 2+16.07, 0.00' SAN MH 13 22+32.25, 516.06' RT. SAN MH 12 22+19.71, 492.27' RT. SAN MH 14 23+32.85, 514.91' RT. EX. SAN MH 24+64.07, 758.62' RT. RIM=778.86' SAN MH 10 22+60.05, 0.00' SAN MH 7 16+25.39, 0.00' SAN MH 8 18+18.76, 0.00' SAN MH 9 20+65.79, 0.00' SAN MH 23 25+29.06, 3.72' RT. SSP-2 SSP-1 SSP-4 SSP-9 SSP-8 SSP-7 SSP-6 SSP-5 SSP-13 SSP-14 SSP-15 SSP-16 SSP-17 SSP-18 ST S T W W ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST W SAN MH 11 22+32.48, 219.14' RT. WP-23 WP-28 45 DEG. BEND 20+39.94, 4.41' RT. W W W W WP-58 22.5 DEG BEND 20+62.11, 9.65' LT. WP-29 HYDRANT NO. 7 24+74.14, 18.50' LT. HYDRANT NO. 6 21+74.14, 18.50' LT. HYDRANT NO. 5 17+93.48, 18.50' LT. HYDRANT NO. 1 0+80.55, 18.50' LT. HYDRANT NO. 3 6+94.15, 10.00' LT. HYDRANT NO. 2 20+92.49, 663.21' RT. 33.75 DEG BEND 6+64.22, 10.00' RT. WP-9 WP-7 WP-35 W8" BUTTERFLY VALVE 19+07.13, 4.04' LT. WP-27 ST ST ST ST ST ST ST ST ST Jul 10, 2014 ISSUE DATE SCALE SEAL PROJECT MANAGER PROJECT NUMBER SHEET ISSUED FOR BE L L E C H A S S E S U B D I V I S I O N ( P H A S E 3 ) MU S K E G O , W I S C O N S I N BE L L E C H A S S E P A R T N E R S , L L C 16 0 0 6 W . L I N C O L N A V E N U E WE S T A L L I S , W I 5 3 2 2 7 PR EPN 130288 1" = 50' 11 39 OF SA N I T A R Y S E W E R / W A T E R M A I N SY S T E M M A P CL I E N T FR E E D O M A V E N U E INDEPENDENCE COURT 7/10/14 GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGA S GA S GA S S T ST S T S T WL WLWL WL WL W L W L WL WL WL WL WL W L WL WL WL WL WL WL WL WL WL WL WL WL W L W L W LWL WL WL WL STST WL WL WL WL WL WL WL WL WL WL WL WL WL OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W ST T T T T C C TE L ELECELECELECELECELECELECELECELECELECELECELECELECELECELEC EL E C TVTV TVTVTV TELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTEL W W SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W AASASAS GAS GAS GAS GAS GAS GAS GAS GAS W W W W WMcSHANE DRIVE 60' WETLANDS WETLANDS WETLANDS LOT 82 LOT 83LOT 84 LOT 85 LOT 86 LOT 87 LOT 88 LOT 102 LOT 103 LOT 104 LOT 105 LOT 106 LOT 107 LOT 121 LOT 122 LOT 123 LOT 124 LOT 125 LOT 126 LOT 127 LOT 128 LOT 129 LOT 130 LOT 131 LOT 132 LOT 133 LOT 134 LOT 135 LOT 136 LOT 137 LOT 138LOT 101 LOT 100 LOT 99 LOT 89 ST ST ST ST ST ST S T ST ST ST ST ST ST ST ST 0+ 0 0 1+ 0 0 2+0 0 3+00 10 + 0 0 11 + 0 0 12+ 0 0 13+00 14+0015+00 16+00 17+00 18+0 0 19+0 0 20+ 0 0 21 + 0 0 22 + 0 0 23 + 0 0 24 + 0 0 25 + 0 0 32 + 0 0 33 + 0 0 34 + 0 0 35 + 0 0 36+ 0 0 ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST S T ST ST ST ST ST ST ST S T ST ST ST ST ST ST ST ST S T S T S T S T S T ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N S A N SAN SAN SA N SAN W W W W W W W W W W W W W W W W W W W 8" BUTTERFLY VALVE 25+93.42, 18.59' LT. 33.75 DEG BEND 25+28.64, 6.84' LT. 22.5 DEG BEND 18+18.72, 10.18' RT. 5 DEG DEFLECTION 22+51.48, 10.09' LT. 8'' BUTTERFLY VALVE & 6'' REDUCER 36+33.79, 2.67' LT. 11.25 DEG BEND 16+25.64, 10.14' RT. 12X8 TEE 14+02.00, 9.96' RT. 12" BUTTERFLY VALVE W/ 33.75 DEG VERT BEND 13+61.50, 16.39' RT. 75 DEG BEND 07, 10.36' RT. 12X8 TEE 35+10.96, 9.11' RT. 5 DEG DEFLECTION 15+66.83, 10.50' RT. 22.5 DEG BEND 2+10.76, 8.96' RT. GRADE BREAK 33+43.02, 10.22' RT. 33.75 DEG BEND 1+21.03, 8.12' LT. 22.5 DEG BEND 12+72.00, 10.09' RT. CONNECT TO EX. VALVE WITH 33.75 DEG BEND 10+58.26, 16.96' RT. 33.75 DEG BEND 10+71.67, 8.00' RT. 8X6 HYDRANT TEE 0+80.54, 8.06' LT. 33.75 DEG BEND 12+21.57, 3.46' RT. 22.5 DEG BEND 11+45.60, 5.88' RT. CONNECT EX. WM 0+55.54, 8.05' LT. 8X6 HYDRANT TEE 17+90.09, 5.35' RT. 8X6 HYDRANT TEE 21+73.98, 11.95' LT. 12X6 HYDRANT TEE 10+81.30, 8.00' RT. WP-1 WP-3 WP-5 WP-12 WP-15 WP-17 WP-19 WP-26 WP-32 WP-36 WP-2 6" LEAD WITH VALVE WP-4 WP-20 WP-50 WP-51 WP-53 WP-6 WP-16 WP-22 WP-33 WP-56 WP-13 WP-14 6" LEAD WITH VALVE WP-24 WP-25 6" LEAD WITH VALVE WP-30 WP-31 6" LEAD WITH VALVE WP-34 6" LEAD WITH VALVE 8" BUTTERFLY VALVE 14+21.50, 9.92' RT. 12" BUTTERFLY VALVE 32+30.00, 10.43' RT. SAN MH 3 3+91.51, 0.00' SAN MH 2 2+98.94, 0.00' SAN MH 1 2+16.07, 0.00' SAN MH 13 22+32.25, 516.06' RT. SAN MH 12 22+19.71, 492.27' RT. SAN MH 10 22+60.05, 0.00' SAN MH 5 12+83.02, 0.00'SAN MH 6 13+91.50, 0.00' SAN MH 7 16+25.39, 0.00' SAN MH 8 18+18.76, 0.00' SAN MH 9 20+65.79, 0.00' SAN MH 23 25+29.06, 3.72' RT. SAN MH 15 35+94.50, 1.43' LT. SAN MH 16 35+11.36, 0.90' LT. SSP-2 SSP-1 SSP-4 SSP-7 SSP-6 SSP-5 SSP-13 SSP-14 SSP-15 SSP-16 SSP-17 SSP-10 SSP-11 SSP-12 WP-57 SSP-18 33.75 DEG VERT. BEND 13+13.71, 18.71' RT. WP-18 ST S T W W ST ST ST ST ST ST ST ST ST ST ST ST ST W SAN MH 11 22+32.48, 219.14' RT. WP-23 WP-28 45 DEG. BEND 20+39.94, 4.41' RT. W 22.5 DEG BEND 20+62.11, 9.65' LT. WP-29 WP-21 HYDRANT NO. 7 24+74.14, 18.50' LT. HYDRANT NO. 9 36+43.11, 5.18' LT. HYDRANT NO. 6 21+74.14, 18.50' LT. HYDRANT NO. 5 17+93.48, 18.50' LT. HYDRANT NO. 10 14+10.00, 35.00' LT. WP-55 6" LEAD WITH VALVE 12X6 HYDRANT TEE 32+35.00, 10.42' RT. HYDRANT NO. 4 10+81.32, 18.50' RT. HYDRANT NO. 1 0+80.55, 18.50' LT. WP-35 WP-52 12" CAP 35+13.54, 29.72' RT. WP-54W8" BUTTERFLY VALVE 19+07.13, 4.04' LT. WP-27 ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST Jul 10, 2014 ISSUE DATE SCALE SEAL PROJECT MANAGER PROJECT NUMBER SHEET ISSUED FOR BE L L E C H A S S E P A R T N E R S , L L C 16 0 0 6 W . L I N C O L N A V E N U E WE S T A L L I S , W I 5 3 2 2 7 PR EPN 130288 1" = 50' 12 39 OF CL I E N T FR E E D O M A V E N U E MO R N I N G D O V E CO U R T I N D E P E N D E N C E COUR T BE L L E C H A S S E S U B D I V I S I O N ( P H A S E 3 ) MU S K E G O , W I S C O N S I N SA N I T A R Y S E W E R / W A T E R M A I N SY S T E M M A P F R E ED O M AVENUE 7/10/14 WL WLWL WL WL W L W L WL WL WL WL WL WL WL W L WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL W L W L WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL W L W L W LWL WL WL WL WL WL WL WL WL WL WL WL WL WL OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W V E EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C E L E C ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC EL E C E L E C E L E C E L E C E L E C E L E C E L E C E L E C EL E C OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OH W OH W OH W OH W OH W W WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS LOT 102 LOT 103 LOT 104 LOT 105 LOT 106 LOT 107 LOT 108 LOT 109 LOT 110 LOT 111 LOT 112 LOT 113 LOT 114 LOT 115 LOT 116 LOT 117 LOT 118 LOT 119 LOT 120 LOT 121 LOT 122 LOT 123 LOT 124 LOT 125 LOT 126 LOT 127 LOT 128 LOT 130 LOT 131 LOT 132 LOT 133 LOT 134 LOT 135 LOT 136 LOT 137 LOT 100 LOT 99LOT 98LOT 97 ST ST ST S T ST ST ST ST ST ST ST ST S T ST ST ST ST ST ST ST ST 31 + 0 0 19+ 0 0 20+ 0 0 21+ 0 0 22 + 0 0 23 + 0 0 24 + 0 0 25 + 0 0 2 6 + 0 0 27+ 0 0 28+00 2 9 + 0 0 30 + 0 0 0 34 + 0 0 35 + 0 0 36+ 0 0 41+0 0 42+0 0 47+0 0 48+0 0 ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST S T S T S T ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST T S T S T S T T ST ST ST ST ST ST ST ST ST ST ST ST SA N SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N S A N S A N SA N SAN SAN SA N SAN SAN SAN SAN SA N SA N SA N SAN SA N SAN W W W W W W W W W W W W W 6'' BUTTERFLY VALVE 42+51.08, 27.46' LT. 8X8 TEE 26+16.72, 16.50' LT. 8" BUTTERFLY VALVE 25+93.42, 18.59' LT. 22.5 DEG BEND 27+21.01, 10.27' LT. 33.75 DEG BEND 25+28.64, 6.84' LT. 22.5 DEG BEND 28+34.32, 10.29' LT. 8" BUTTERFLY VALVE 28+85.74, 5.01' LT. 8X8 TEE W/ 11.25 DEG VERT. BEND 29+05.45, 7.93' LT.8" BUTTERFLY VALVE 29+43.18, 10.41' LT. 22.5 DEG BEND 48+09.77, 10.00' LT. 8'' BUTTERFLY VALVE & 6'' REDUCER 48+46.97, 3.79' RT. 5 DEG DEFLECTION 22+51.48, 10.09' LT. 8'' BUTTERFLY VALVE & 6'' REDUCER 36+33.79, 2.67' LT. 8X6 HYDRANT TEE 4+52.61, 10.00' RT. 12X8 TEE 35+10.96, 9.11' RT. GRADE BREAK 33+43.02, 10.22' RT. 8X6 HYDRANT TEE W/ 11.25 DEG. VERT. BEND 30+55.34, 10.00' LT. 8X6 HYDRANT TEE 21+73.98, 11.95' LT. WP-32 WP-36 WP-40 WP-41 WP-71WP-37 WP-70WP-38 WP-72 WP-50 WP-51 WP-53 WP-62 WP-61 WP-33 WP-42 WP 8 EAD WITH VALVE 6" LEAD WITH VALVE WP-30 WP-31 6" LEAD WITH VALVE WP-34 6" LEAD WITH VALVE WP-47 6" LEAD WITH VALVE 8" BUTTERFLY VALVE W/ 33.75 DEG. VERT. BEND 41+29.72, 10.00' RT. 8" BUTTERFLY VALVE W/ 11.25 DEG VERT. BEND 26+61.99, 16.61' LT. 3+91.51, 0.00' SAN MH 13 22+32.25, 516.06' RT. SAN MH 12 22+19.71, 492.27' RT. SAN MH 14 23+32.85, 514.91' RT. SAN MH 10 22+60.05, 0.00' SAN MH 8 18+18.76, 0.00' SAN MH 9 20+65.79, 0.00' SAN MH 23 25+29.06, 3.72' RT. SAN MH 22 26+27.97, 0.00' SAN MH 20 27+20.25, 0.00' SAN MH 19 28+34.02, 0.00' SAN MH 18 29+14.96, 0.00' SAN MH 17 48+08.06, 0.00'SAN MH 21 42+22.69, 0.00' LT. SAN MH 15 35+94.50, 1.43' LT. SAN MH 16 35+11.36, 0.90' LT. SSP-4 9 SSP-8 SSP-7 SSP-6 SSP-5 SSP-15 SSP-16 SSP-17 SSP-11 SSP-12 SSP-20 SSP-21 SSP-22 SSP-23 SSP-19 W 11.25 DEG BEND 29+91.25, 11.00' LT. WP-45 WP-46 8" CAP 30+67.34, 10.00' LT. 8" BUTTERFLY VALVE 47+29.72, 10.00' LT. WP-69 SSP-18 ST W W ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST W W W W SAN MH 11 22+32.48, 219.14' RT. CONNECT EX. WM 26+11.97, 618.12' RT.GRADE BREAK 26+28.02, 485.96' RT. 22.5 DEG BEND 26+37.71, 430.30' RT. 11.25 DEG BEND 26+39.51, 397.09' RT. 22.5 DEG BEND 42+81.99, 9.14' LT. 45 DEG. BEND 26+11.81, 615.66' RT. WP-68 WP-67 WP-64 WP-63 WP-28 45 DEG. BEND 20+39.94, 4.41' RT. W W W WP-59 WP-58 8X6 TEE 42+51.08, 10.00' RT. 22.5 DEG BEND 20+62.11, 9.65' LT. WP-29 8" BUTTERFLY VALVE 26+16.37, 573.23' RT. WP-66 WP-65 WP-60 33.75 DEG BEND 29+26.20, 14.24' LT. 8" BUTTERFLY VALVE 30+64.34, 10.00' LT. WP-48 WP-49 HYDRANT NO. 12 48+56.03, 7.15' RT. HYDRANT NO. 11 42+51.07, 39.32' LT. HYDRANT NO. 7 24+74.14, 18.50' LT. HYDRANT NO. 9 36+43.11, 5.18' LT. HYDRANT NO. 6 21+74.14, 18.50' LT. HYDRANT NO. 5 17+93.48, 18.50' LT. WP-35 WP-39 WP-43 WP-44 WP-52 12" CAP 35+13.54, 29.72' RT. WP-54W8" BUTTERFLY VALVE 19+07.13, 4.04' LT. ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST Jul 10, 2014 ISSUE DATE SCALE SEAL PROJECT MANAGER PROJECT NUMBER SHEET ISSUED FOR BE L L E C H A S S E P A R T N E R S , L L C 16 0 0 6 W . L I N C O L N A V E N U E WE S T A L L I S , W I 5 3 2 2 7 PR EPN 130288 1" = 50' 13 39 OF CL I E N T FR E E D O M A V E N U E MO R N I N G D O V E CO U R T FOX R U N C OUR T HUNT ERS H I L L C O U R T BE L L E C H A S S E S U B D I V I S I O N ( P H A S E 3 ) MU S K E G O , W I S C O N S I N SA N I T A R Y S E W E R / W A T E R M A I N SY S T E M M A P 7/10/14 W W W W W W W W W W W W W W GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S ST WL WL WL WL WL WL WLOHW OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN T T T T C C TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L T E L TE L TE L TE L TE L TEL TEL TE L TE L TE L SA N SA N SA N SA N SANTEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TE L TE L TEL TEL TEL TE L TEL TEL TEL TEL TEL TEL TEL TEL TE L TE L TE L TE L ELECELECELECELECELECELECELECELECELECELECELECELECELECELECEL E C EL E C TVTVTVTVTVTV TELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTEL SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN TELTEL TELTELTEL TELTEL TELTELTEL W WWW LOT 88 LOT 102 LOT 101 LOT 100 LOT 99LOT 98LOT 97 LOT 96 LOT 95 LOT 94 LOT 93 LOT 92 LOT 91 LOT 90 LOT 89 ST ST S T ST ST ST ST ST ST ST ST ST ST ST ST ST 0+ 1+ 0 0 2+0 0 3+00 4+005+006+007+00 ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST S T SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N SA N W W W HYDRANT NO. 3 PROP. GRND.=783.61' 6+94.15, 10.00' LT. 6" INV.=776.93' 8'' BUTTERFLY VALVE & 6'' REDUCER 6+84.09, 3.28' LT. 6" INV.=776.68' 8" INV.=776.60' 8X6 HYDRANT TEE 4+52.61, 10.00' RT. 8" INV.=774.39' 6" INV.=774.47' 33.75 DEG BEND 2+99.07, 10.36' RT. 8" INV.=772.92' 22.5 DEG BEND 2+10.76, 8.96' RT. 8" INV.=772.08' 5 DEG DEFLECTION 3+92.03, 10.00' RT. 8" INV.=773.81' 33.75 DEG BEND 1+21.03, 8.12' LT. 8" INV.=771.22' 8X6 HYDRANT TEE 0+80.54, 8.06' LT. 8" INV.=770.83' 6" INV.=770.91' CONNECT EX. WM (CONTRACTOR TO VERIFY EXACT SIZE, LOCATION, AND ELEVATION OF EX. WATER VALVE AND MAKE CONNECTION) 0+55.54, 8.05' LT. 8" INV.=770.59'±WP-1 25.00' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.96% WP-3 40.70' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.95% WP-5 81.44' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=1.04% WP-11 12.09' OF 6" PVC AWWA C-900 SDR-18 CLASS 150 S=0.79% WP-2 6" LEAD WITH VALVE 10.4' OF 6" PVC AWWA C-900 SDR-18 CLASS 150 S=0.96% WP-4 89.65' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.96% WP-10 23.91' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.79% WP-6 88.69' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=1.00% WP-8 6" LEAD WITH VALVE 8.5' OF 6" PVC AWWA C-900 SDR-18 CLASS 150 S=1.18% S T S T ST ST ST ST ST ST ST ST ST ST ST SAN MH 4 6+46.69, 0.00' RIM=782.92' 8" E INV. OUT=766.03' SSP-3 255.18' OF 8" 8" PVC ASTM D-3034 SDR-35 S=0.44%SAN MH 3 3+91.51, 0.00' RIM=780.58' 8" E INV. IN=764.81' 8" W INV. IN=764.91' 8" S INV. OUT=764.56' SSP-2 91.92' OF 8" 8" PVC ASTM D-3034 SDR-35 S=0.44% SAN MH 2 2+98.94, 0.00' RIM=781.48' 8" NE INV. IN=765.46' 8" W INV. OUT=765.21' SSP-1 81.82' OF 8" 8" PVC ASTM D-3034 SDR-35 S=0.44% SAN MH 1 2+16.07, 0.00' RIM=780.63' 8" SW INV. OUT=765.82' ST W W W W W 33.75 DEG BEND 6+64.22, 10.00' RT. 8" INV.=776.41' WP-9 211.61' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.96% HYDRANT NO. 2 PROP. GRND.=781.03' 20+92.49, 663.21' RT. 6" INV.=774.57' WP-7 60.58' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.96% HYDRANT NO. 1 PROP. GRND.=777.86' 0+80.55, 18.50' LT. 6" INV.=771.01' 33 . 7 5 D E G B E N D 1+ 2 1 . 0 3 , 8 . 1 2 ' L T . 8" I N V . = 7 7 1 . 2 2 ' WP-489.65' OF 8" PVC AW W A C - 9 0 0 SDR-18 CLASS 150 S=0.96% 760 765 770 775 780 785 790 795 760 765 770 775 780 785 790 795 77 6 . 8 0 77 6 . 2 4 77 6 . 3 6 77 7 . 1 9 77 7 . 5 0 77 8 . 7 6 78 0 . 0 2 78 0 . 7 1 78 0 . 7 4 78 0 . 7 8 78 1 . 1 4 78 1 . 4 0 78 1 . 6 7 78 1 . 7 7 78 1 . 8 0 77 7 . 1 7 77 8 . 2 1 77 9 . 2 5 78 0 . 3 0 78 1 . 2 4 78 1 . 4 8 78 1 . 0 1 78 0 . 5 6 78 0 . 9 5 78 1 . 4 5 78 1 . 9 5 78 2 . 4 5 78 2 . 9 5 -0+500+001+002+003+004+005+006+007+007+50 5 D E G D E F L E C T I O N 3+ 9 2 . 0 3 , 1 0 . 0 0 ' R T . 8" I N V . = 7 7 3 . 8 1 ' 33 . 7 5 D E G B E N D 2+ 9 9 . 0 7 , 1 0 . 3 6 ' R T . 8" I N V . = 7 7 2 . 9 2 ' 22 . 5 D E G B E N D 2+ 1 0 . 7 6 , 8 . 9 6 ' R T . 8" I N V . = 7 7 2 . 0 8 ' 8X 6 H Y D R A N T T E E 0+ 8 0 . 5 4 , 8 . 0 6 ' L T . 8" I N V . = 7 7 0 . 8 3 ' CO N N E C T T O EX . W A T E R M A I N (C O N T R A C T O R T O VE R I F Y E X A C T SI Z E , L O C A T I O N , A N D EL E V A T I O N O F E X . WA T E R V A L V E A N D MA K E C O N N E C T I O N ) 0+ 5 5 . 5 4 , 8 . 0 5 ' L T . 8" I N V . = 7 7 0 . 5 9 ' ± WP-11 12.09' OF 6" PVC AWWA C-900 SDR-18 CLASS 150 S=0.79% WP-10 23.91' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.79% WP-688.69' OF 8" PVC AWW A C - 9 0 0 SDR-18 CLASS 150 S=1.00% WP-581.44' OF 8" PVC AWW A C - 9 0 0 SDR-18 CLASS 150 S=1.04% WP-3 40.70' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.95% WP-1 25.00' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.96% SA N M H 4 6+ 4 6 . 6 9 , 0 . 0 0 ' RI M = 7 8 2 . 9 2 ' 8" E I N V . O U T = 7 6 6 . 0 3 ' SSP-3 255.18' OF 8" PVC ASTM D-3034 SDR-35 S=0.44% SA N M H 3 3+ 9 1 . 5 1 , 0 . 0 0 ' RI M = 7 8 0 . 5 8 ' 8" E I N V . I N = 7 6 4 . 8 1 ' 8" W I N V . I N = 7 6 4 . 9 1 ' 8" S I N V . O U T = 7 6 4 . 5 6 ' SA N M H 2 2+ 9 8 . 9 4 , 0 . 0 0 ' RI M = 7 8 1 . 4 8 ' 8" N E I N V . I N = 7 6 5 . 4 6 ' 8" W I N V . O U T = 7 6 5 . 2 1 ' SA N M H 1 2+ 1 6 . 0 7 , 0 . 0 0 ' RI M = 7 8 0 . 6 3 ' 8" S W I N V . O U T = 7 6 5 . 8 2 ' SSP-2 91.92' OF 8" PVC ASTM D-3034 SDR-35 S=0.44% SSP-1 81.82' OF 8" PVC ASTM D-3034 SDR-35 S=0.44% 12" PROPOSED STORM SEWER 18" PROPOSED STORM SEWER 12" PROPOSED STORM SEWER WP-9 211.61' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.96%WP-7 60.58' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.96% 33 . 7 5 D E G B E N D 6+ 6 4 . 2 2 , 1 0 . 0 0 ' R T . 8" I N V . = 7 7 6 . 4 1 ' 8X 6 H Y D R A N T T E E 4+ 5 2 . 6 1 , 1 0 . 0 0 ' R T . 8" I N V . = 7 7 4 . 3 9 ' 6" I N V . = 7 7 4 . 4 7 ' 8' ' B U T T E R F L Y V A L V E & 6 ' ' R E D U C E R 6+ 8 4 . 0 9 , 3 . 2 8 ' L T . 8" I N V . = 7 7 6 . 6 0 ' HY D R A N T N O . 3 PR O P . G R N D . = 7 8 3 . 6 1 ' 6+ 9 4 . 1 5 , 1 0 . 0 0 ' L T . 6" I N V . = 7 7 6 . 7 8 ' 15" PROPOSED STORM SEWER Jul 10, 2014 ISSUE DATE SCALE SEAL PROJECT MANAGER PROJECT NUMBER SHEET ISSUED FOR BE L L E C H A S S E S U B D I V I S I O N ( P H A S E 3 ) MU S K E G O , W I S C O N S I N BE L L E C H A S S E P A R T N E R S , L L C 16 0 0 6 W . L I N C O L N A V E N U E WE S T A L L I S , W I 5 3 2 2 7 PR EPN 130288 1" = 40' 14 39 OF SA N I T A R Y S E W E R / W A T E R M A I N PL A N & P R O F I L E CL I E N T 633.67' GRAVEL BACKFILL REQUIRED 255.18' GRAVEL BACKFILL REQUIRED 91.92' GRAVEL BACKFILL REQUIRED 81.82' GRAVEL BACKFILL REQUIRED PROPOSED 8" SANITARY SEWER PROPOSED 8" WATER MAIN PROPOSED CENTERLINE PROFILE EXISTING CENTERLINE PROFILE PROPOSED 8" WATER MAIN PROPOSED 8" SANITARY SEWER INDEPENDENCE COURT SAN. LATERAL (TYP.) WAT. LATERAL (TYP.) IN D E P E N D E N C E C O U R T 7/10/14 750 755 760 765 770 775 780 785 750 755 760 765 770 775 780 785 78 0 . 6 9 78 1 . 2 7 78 1 . 9 3 78 1 . 2 8 78 0 . 6 2 78 0 . 5 8 78 1 . 8 1 78 2 . 6 6 78 2 . 2 1 78 0 . 5 0 0+00 1+00 2+00 SA N M H 3 3+ 9 1 . 5 1 , 0 . 0 0 ' RI M = 7 8 0 . 5 8 ' 8" E I N V . I N = 7 6 4 . 8 1 ' 8" W I N V . I N = 7 6 4 . 9 1 ' 8" S I N V . O U T = 7 6 4 . 5 6 ' SSP-4 214.56' OF 8" PVC ASTM D-3034 SDR-35 S=0.44% SA N M H 1 3 22 + 3 2 . 2 5 , 5 1 6 . 0 6 ' R T . RI M = 7 7 9 . 5 7 ' 8" N I N V . I N = 7 6 3 . 5 2 ' 8" E I N V . I N = 7 6 3 . 5 2 ' 8" S I N V . O U T = 7 6 3 . 2 7 ' 750 755 760 765 770 775 780 785 750 755 760 765 770 775 780 785 78 1 . 1 3 78 0 . 7 2 77 9 . 5 1 77 8 . 3 9 77 7 . 4 5 77 7 . 5 8 77 7 . 4 9 77 8 . 5 8 77 8 . 8 2 77 8 . 9 1 77 9 . 7 7 77 8 . 3 7 77 7 . 7 5 77 7 . 9 5 77 7 . 3 1 77 6 . 9 1 77 7 . 8 0 77 8 . 6 1 78 3 . 3 4 78 4 . 1 0 78 3 . 4 8 78 2 . 4 6 77 9 . 3 9 77 8 . 8 9 77 8 . 0 0 77 9 . 0 0 77 7 . 2 7 77 7 . 0 5 77 9 . 2 6 77 8 . 3 3 77 8 . 1 8 77 8 . 2 3 77 7 . 0 0 77 8 . 5 5 77 8 . 5 5 77 8 . 5 5 0+001+002+003+004+005+006+007+008+009+00 EX . S A N . M H 24 + 6 4 . 0 7 , 7 5 8 . 6 2 ' R T . RI M = 7 7 8 . 8 6 ' 8" E I N V . I N = 7 6 1 . 3 6 ' ( E X . S T U B ) SSP-9 276.79' OF 8" PVC ASTM D-3034 SDR-35 S=0.44% SA N M H 1 4 23 + 3 2 . 8 5 , 5 1 4 . 9 1 ' R T . RI M = 7 7 8 . 2 3 ' 8" N I N V . I N = 7 6 2 . 8 3 ' 8" W I N V . O U T = 7 6 2 . 5 8 ' SA N M H 1 3 22 + 3 2 . 2 5 , 5 1 6 . 0 6 ' R T . RI M = 7 7 9 . 5 7 ' 8" N I N V . I N = 7 6 3 . 6 2 ' 8" E I N V . I N = 7 6 3 . 5 2 ' 8" S I N V . O U T = 7 6 3 . 2 7 ' SSP-8 100.61' OF 8" PVC ASTM D-3034 SDR-35 S=0.44% SSP-7 26.89' OF 8" PVC ASTM D-3034 SDR-35 S=0.44% SSP-6 273.43' OF 8" PVC ASTM D-3034 SDR-35 S=0.44% SA N M H 1 1 22 + 3 2 . 4 8 , 2 1 9 . 1 4 ' R T . RI M = 7 7 9 . 4 7 ' 8" S E I N V . I N = 7 6 5 . 1 9 ' 8" W I N V . O U T = 7 6 5 . 0 9 ' SSP-5 220.87' OF 8" PVC ASTM D-3034 SDR-35 S=0.44% SA N M H 1 0 22 + 6 0 . 0 5 , 0 . 0 0 ' RI M = 7 8 3 . 3 4 ' 8" N I N V . I N = 7 6 6 . 4 1 ' 8" S I N V . I N = 7 6 6 . 4 1 ' 8" N W I N V . O U T = 7 6 6 . 1 6 ' SA N M H 1 2 22 + 1 9 . 7 1 , 4 9 2 . 2 7 ' R T . RI M = 7 7 9 . 4 9 ' 8" E I N V . I N = 7 6 3 . 8 9 ' 8" W I N V . O U T = 7 6 3 . 6 4 ' 24" PROPOSED STORM SEWER Jul 10, 2014 ISSUE DATE SCALE SEAL PROJECT MANAGER PROJECT NUMBER SHEET ISSUED FOR BE L L E C H A S S E S U B D I V I S I O N ( P H A S E 3 ) MU S K E G O , W I S C O N S I N BE L L E C H A S S E P A R T N E R S , L L C 16 0 0 6 W . L I N C O L N A V E N U E WE S T A L L I S , W I 5 3 2 2 7 PR EPN 130288 1" = 40' 15 39 OF SA N I T A R Y S E W E R P L A N & P R O F I L E CL I E N T FR E E D O M AV E N U E IN D E P E N D E N C E C O U R T 214.56' GRAVEL BACKFILL REQUIRED PROPOSED 8" SANITARY SEWER PROPOSED CENTERLINE PROFILE EXISTING GROUND PROFILE PROPOSED 8" SANITARY SEWER PROPOSED 8" SANITARY SEWER EXISTING GROUND PROFILE PROPOSED CENTERLINE PROFILE PROPOSED 8" SANITARY SEWER 276.79' GRAVEL BACKFILL REQUIRED 100.61' GRAVEL BACKFILL REQUIRED 26.89' GRAVEL BACKFILL REQUIRED 273.43' GRAVEL BACKFILL REQUIRED 220.87' GRAVEL BACKFILL REQUIRED STATIONING ON SANITARY MANHOLE STRUCTURES REFERENCE ROAD 2 (FREEDOM AVENUE) ALIGNMENT STATIONING ON SANITARY MANHOLE 3 STRUCTURE REFERENCES ROAD 1 (INDEPENDENCE COURT) ALIGNMENT SAN. LATERAL (TYP.) WAT. LATERAL (TYP.) SAN. LATERAL (TYP.) WAT. LATERAL (TYP.) IN D E P E N D E N C E C O U R T & SA N I T A R Y E X T E N S I O N T O W E S T 7/10/14 GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GA S GAS GAS GAS ST ST ST ST ST WL W L W L WL ST ST ST WLWL WL W L W L WL W L WL WL OH W OH W OH W OH W OHW OHW OHW OHW OH W OH W OH W OH W OH W OH W OHW OHW ST DRIV E T ELE C ELE C TEL TEL W W SAN SAN SA N SAN SA N SAN SAN SAN SAN SAN SA N SAN SAN SAN SA N SAN SAN SAN SAN SAN SAN SAN ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C W W W W W W W W 60' LO T 8 2 LO T 8 3 LO T 8 4 LO T 8 5 LO T 8 6 LO T 8 7 LO T 8 8 LO T 1 0 2 LO T 1 0 3 LO T 1 0 4 LO T 1 2 3 LO T 1 2 4 LO T 1 2 5 LOT 1 2 6 LO T 1 2 7 LO T 1 2 8 LO T 1 2 9 LO T 1 3 8 ST ST ST ST ST ST ST ST ST ST ST ST ST 10+ 0 0 11+ 0 0 12+00 13+00 14+ 0 0 15+ 0 0 16+00 17+0018+00 19+00 20+00 21+0 0 22+0 0 2 3+00 S T S T S T S T S T S T S T S T S T S T ST ST ST S T S T S T S T S T S T ST ST ST ST S T S T S T S T S T S T S T S T S T ST ST ST S T S T ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST S ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN S A N W W W W W W W W W W W W W W 22.5 DEG BEND 18+18.72, 10.18' RT. 8" INV.=773.89' 5 DEG DEFLECTION 22+51.48, 10.09' LT. 8" INV.=776.53' 11.25 DEG BEND 16+25.64, 10.14' RT. 8" INV.=773.45' 12X8 TEE 14+02.00, 9.96' RT. 8" INV.=772.95' 12" INV.=772.78' 12" BUTTERFLY VALVE W/ 33.75 DEG. VERT. BEND 13+61.50, 16.39' RT. 12" INV.=772.69' 5 DEG DEFLECTION 15+66.83, 10.50' RT. 8" INV.=773.32' 22.5 DEG BEND 12+72.00, 10.09' RT. 12" INV.=769.92' CONNECT TO EX. VALVE WITH 33.75 DEG BEND (CONTRACTOR TO VERIFY EXACT SIZE, LOCATION, AND ELEVATION OF EX. WATERMAIN AND MAKE CONNECTION) 10+58.26, 16.96' RT. 12" INV.=771.52'± 33.75 DEG BEND 10+71.67, 8.00' RT. 12" INV.=771.54' 33.75 DEG BEND 12+21.57, 3.46' RT. 12" INV.=770.29' 22.5 DEG BEND 11+45.60, 5.88' RT. 12" INV.=770.84' 8X6 HYDRANT TEE 17+90.09, 5.35' RT. 8" INV.=773.82' 6" INV.=773.90' 8X6 HYDRANT TEE 21+73.98, 11.95' LT. 8" INV.=775.67' 12X6 HYDRANT TEE 10+81.30, 8.00' RT. 12" INV.=771.55' 6" INV.=771.80' WP-12 16.13' OF 12" PVC AWWA C-900 SDR-18 CLASS 150 S=0.09% WP-15 63.16' OF 12" PVC AWWA C-900 SDR-18 CLASS 150 S=1.12% WP-17 48.37' OF 12" PVC AWWA C-900 SDR-18 CLASS 150 S=0.76% WP-19 43.02' OF 12" PVC AWWA C-900 SDR-18 CLASS 150 S=6.44% WP-26 29.47' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.22% WP-32 77.52' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=1.11% WP-16 72.86' OF 12" PVC AWWA C-900 SDR-18 CLASS 150 S=0.75% WP-22 145.92' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.22% WP-13 9.63' OF 12" PVC AWWA C-900 SDR-18 CLASS 150 S=0.11% WP-14 6" LEAD WITH VALVE 10.50' OF 6" PVC AWWA C-900 SDR-18 CLASS 150 S=0.95% WP-24 166.31' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.22% WP-25 6" LEAD WITH VALVE 24.08' OF 6" PVC AWWA C-900 SDR-18 CLASS 150 S=0.42% WP-30 110.29' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=1.12% WP-31 6" LEAD WITH VALVE 6.55' OF 6" PVC AWWA C-900 SDR-18 CLASS 150 S=1.53% 8" BUTTERFLY VALVE 14+21.50, 9.92' RT. 8" INV.=772.99' N MH 10 05, 0.00' =783.34' =766.41' =766.41' =766.16' SAN MH 5 12+83.02, 0.00' RIM=779.08' 8" W INV. OUT=771.24' SAN MH 6 13+91.50, 0.00' RIM=781.28' 8" S INV. IN=770.87' 8" E INV. IN=770.77' 8" W INV. OUT=770.52' SAN MH 7 16+25.39, 0.00' RIM=781.35' 8" E INV. IN=769.49' 8" SW INV. OUT=769.39' SAN MH 8 18+18.76, 0.00' RIM=783.32' 8" NE INV. IN=768.54' 8" SW INV. OUT=768.44' SAN MH 9 20+65.79, 0.00' RIM=781.19' 8" NE INV. IN=767.36' 8" S INV. OUT=767.26' SSP-13 233.57' OF 8" PVC ASTM D-3034 SDR-35 S=0.44% SSP-14 192.16' OF 8" PVC ASTM D-3034 SDR-35 S=0.44% SSP-15 244.53' OF 8" PVC ASTM D-3034 SDR-35 S=0.44% SSP-16 194.10' OF 8" PVC ASTM D-3034 SDR-35 S=0.44% SSP-10 107.17' OF 8" PVC ASTM D-3034 SDR-35 S=0.44% WP-21 19.50' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.22% WP-20 41.01' OF 12" PVC AWWA C-900 SDR-18 CLASS 150 S=0.22% 33.75 DEG VERT. BEND 13+13.71, 18.71' RT. 12" INV.=769.92' WP-18 38.54' OF 12" PVC AWWA C-900 SDR-18 CLASS 150 S=0.00% W W ST W 45 DEG. BEND 20+39.94, 4.41' RT. 8" INV.=774.38' WP-23 60.00' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.22% W W W S TST ST WP-29 26.15' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.19% 22.5 DEG BEND 20+62.11, 9.65' LT. 8" INV.=774.43' WP-28 132.73' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.22% 8" BUTTERFLY VALVE 19+07.13, 4.04' LT. 8" INV.=774.09' WP-27 89.96' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.22% HYDRANT NO. 5 PROP. GRND.=783.42' 17+93.48, 18.50' LT. 6" INV.=774.00' HYDRANT NO. 4 PROP. GRND.=778.64' 10+81.32, 18.50' RT. 6" INV.=771.90' HY D R A N T N O . 6 PR O P . G R N D . = 7 8 21 + 7 4 . 1 4 , 1 8 . 5 0 ' LT 6" I N V . = 7 7 5 . 8 5 ' ST ST ST ST ST ST S E E S H E E T 1 7 S T A . 2 1 + 5 0 . 0 0 12 " I N V . = 7 6 9 . 9 2 ' 33 . 7 5 D E G V E R T . B E N D 13 + 1 3 . 7 1 , 1 8 . 7 1 ' R T . 12 " I N V . = 7 7 2 . 6 9 ' 12 " B U T T E R F L Y V A L V E W/ 3 3 . 7 5 D E G . V E R T . B E N D 13 + 6 1 . 5 0 , 1 6 . 3 9 ' R T . 8" I N V . = 7 7 4 . 3 8 ' 45 D E G . B E N D 20 + 3 9 . 9 4 , 4 . 4 1 ' R T . 758 760 765 770 775 780 785 790 758 760 765 770 775 780 785 790 77 8 . 5 0 77 5 . 6 8 77 4 . 9 6 77 5 . 6 3 77 5 . 5 3 77 5 . 4 0 77 5 . 7 6 77 6 . 1 6 77 6 . 8 4 77 7 . 8 9 77 8 . 8 3 78 0 . 4 2 77 9 . 7 2 77 9 . 7 2 77 9 . 7 8 77 9 . 8 6 78 0 . 0 3 77 9 . 9 9 78 0 . 1 5 78 0 . 8 7 78 1 . 4 8 78 0 . 9 1 78 0 . 6 4 78 1 . 1 3 77 8 . 4 9 77 8 . 4 5 77 7 . 9 0 77 7 . 7 4 77 8 . 3 9 77 9 . 4 4 78 0 . 4 9 78 1 . 3 6 78 1 . 1 7 78 0 . 7 9 78 0 . 5 4 78 1 . 0 4 78 1 . 6 6 78 2 . 2 8 78 2 . 9 0 78 3 . 3 8 78 3 . 0 2 78 2 . 5 1 78 2 . 0 1 78 1 . 5 0 78 1 . 1 3 78 1 . 5 6 78 2 . 1 1 9+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0021+50 SA N M H 5 12 + 8 3 . 0 2 , 0 . 0 0 ' RI M = 7 7 9 . 0 8 ' 8" W I N V . O U T = 7 7 1 . 2 4 ' SSP-10 107.17' OF 8" PVC ASTM D-3034 SDR-35 S=0.44% SA N M H 6 13 + 9 1 . 5 0 , 0 . 0 0 ' RI M = 7 8 1 . 2 8 ' 8" S I N V . I N = 7 7 0 . 8 7 ' 8" E I N V . I N = 7 7 0 . 7 7 ' 8" W I N V . O U T = 7 7 0 . 5 2 ' SSP-13 233.57' OF 8" PVC ASTM D-3034 SDR-35 S=0.44% SA N M H 7 16 + 2 5 . 3 9 , 0 . 0 0 ' RI M = 7 8 1 . 3 5 ' 8" E I N V . I N = 7 6 9 . 4 9 ' 8" S W I N V . O U T = 7 6 9 . 3 9 ' SSP-14 192.16' OF 8" PVC ASTM D-3034 SDR-35 S=0.44% SA N M H 8 18 + 1 8 . 7 6 , 0 . 0 0 ' RI M = 7 8 3 . 3 2 ' 8" N E I N V . I N = 7 6 8 . 5 4 ' 8" S W I N V . O U T = 7 6 8 . 4 4 ' SSP-15 244.53' OF 8" PVC ASTM D-3034 SDR-35 S=0.44% SA N M H 9 20 + 6 5 . 7 9 , 0 . 0 0 ' RI M = 7 8 1 . 1 9 ' 8" N E I N V . I N = 7 6 7 . 3 6 ' 8" S I N V . O U T = 7 6 7 . 2 6 ' 22 . 5 D E G B E N D 11 + 4 5 . 6 0 , 5 . 8 8 ' R T . 12 " I N V . = 7 7 0 . 8 4 ' 33 . 7 5 D E G B E N D 12 + 2 1 . 5 7 , 3 . 4 6 ' R T . 12 " I N V . = 7 7 0 . 2 9 ' 8" B U T T E R F L Y V A L V E 14 + 2 1 . 5 0 , 9 . 9 2 ' R T . 8" I N V . = 7 7 2 . 9 9 ' 5 D E G D E F L E C T I O N 15 + 6 6 . 8 3 , 1 0 . 5 0 ' R T . 8" I N V . = 7 7 3 . 3 2 ' 8X 6 H Y D R A N T T E E 17 + 9 0 . 0 9 , 5 . 3 5 ' R T . 8" I N V . = 7 7 3 . 8 2 ' 6" I N V . = 7 7 3 . 9 0 ' 22 . 5 D E G B E N D 18 + 1 8 . 7 2 , 1 0 . 1 8 ' R T . 8" I N V . = 7 7 3 . 8 9 ' WP-26 29.47' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.22% WP-24 166.31' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.22% WP-22145.92' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.22% WP-21 19.50' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.22% WP-20 41.01' OF 12" PVC AWWA C-900 SDR-18 CLASS 150 S=0.22% WP - 1 9 43. 0 2 ' O F 1 2 " P V C AW W A C - 9 0 0 SD R - 1 8 C L A S S 1 5 0 S=6 . 4 4 % WP-17 48.37' OF 12" PVC AWWA C-900 SDR-18 CLASS 150 S=0.76% WP-16 72.86' OF 12" PVC AWWA C-900 SDR-18 CLASS 150 S=0.75% WP-15 63.16' OF 12" PVC AWWA C-900 SDR-18 CLASS 150 S=1.12% WP-13 9.63' OF 12" PVC AWWA C-900 SDR-18 CLASS 150 S=0.11% WP-12 16.13' OF 12" PVC AWWA C-900 SDR-18 CLASS 150 S=0.09% 18" PROPOSED STORM SEWER 12" PROPOSED STORM SEWER 18" PROPOSED STORM SEWER WP-18 38.54' OF 12" PVC AWWA C-900 SDR-18 CLASS 150 S=0.00% CO N N E C T T O E X . V A L V E WI T H 3 3 . 7 5 D E G B E N D (C O N T R A C T O R T O VE R I F Y E X A C T SI Z E , L O C A T I O N , AN D E L E V A T I O N OF E X . W A T E R V A L V E AN D M A K E C O N N E C T I O N ) WP-23 60.00' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.22% 12 " I N V . = 7 6 9 . 9 2 ' 22 . 5 D E G B E N D 12 + 7 2 . 0 0 , 1 0 . 0 9 ' R T . 8" I N V . = 7 7 4 . 4 3 ' 22 . 5 D E G B E N D 20 + 6 2 . 1 1 , 9 . 6 5 ' L T . 8" I N V . = 7 7 4 . 0 9 ' 8" B U T T E R F L Y V A L V E 19 + 0 7 . 1 3 , 4 . 0 4 ' L T . 8" I N V . = 7 7 3 . 4 5 ' 11 . 2 5 D E G B E N D 16 + 2 5 . 6 4 , 1 0 . 1 4 ' R T . 12 X 6 H Y D R A N T T E E 10 + 8 1 . 3 0 , 8 . 0 0 ' R T . 12 " I N V . = 7 7 1 . 5 5 ' 6" I N V . = 7 7 1 . 8 0 ' 12 X 8 T E E 14 + 0 2 . 0 0 , 9 . 9 6 ' R T . 12 " I N V . = 7 7 1 . 5 4 ' 33 . 7 5 D E G B E N D 10 + 7 1 . 6 7 , 8 . 0 0 ' R T . 12 " I N V . = 7 7 2 . 7 8 ' 8" I N V . = 7 7 2 . 9 5 ' CO N N E C T T O E X . V A L V E WI T H 3 3 . 7 5 D E G B E N D 10 + 5 8 . 2 6 , 1 6 . 9 6 ' R T . 12 " I N V . = 7 7 1 . 5 2 ' ± SSP-16 194.10' OF 8" PVC ASTM D-3034 SDR-35 S=0.44% WP-27 89.96' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.22% WP-28 132.73' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.22% WP-29 26.15' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.19% WP-30 110.29' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=1.12% 18" PROPOSED STORM SEWER Jul 10, 2014 ISSUE DATE SCALE SEAL PROJECT MANAGER PROJECT NUMBER SHEET ISSUED FOR BE L L E C H A S S E S U B D I V I S I O N ( P H A S E 3 ) MU S K E G O , W I S C O N S I N BE L L E C H A S S E P A R T N E R S , L L C 16 0 0 6 W . L I N C O L N A V E N U E WE S T A L L I S , W I 5 3 2 2 7 PR EPN 130288 1" = 40' 16 39 OF SA N I T A R Y S E W E R / W A T E R M A I N PL A N & P R O F I L E CL I E N T FREEDOM AVENUE MO R N I N G D O V E C O U R T 108.48' GRAVEL BACKFILL REQUIRED 1090.65' GRAVEL BACKFILL REQUIRED PROPOSED 8" SANITARY SEWER PROPOSED 8" WATER MAIN PROPOSED 8" WATER MAIN PROPOSED 8" SANITARY SEWER PROPOSED CENTERLINE PROFILE EXISTING CENTERLINE PROFILE 233.57' GRAVEL BACKFILL REQUIRED 192.16' GRAVEL BACKFILL REQUIRED 244.53' GRAVEL BACKFILL REQUIRED 87.89' GRAVEL BACKFILL REQUIRED SAN. LATERAL (TYP.) WAT. LATERAL (TYP.) PROPOSED 12" WATER MAIN 7/10/14 PROPOSED 12" WATER MAIN WL WL W L WL WL WL WL WL W L W L WL WL W L WL WL WL WL WL W L WL WL WL WL WL WL EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C OHW OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH WE T L A N D S LO T 8 LO T 1 0 2 LO T 1 0 3 LO T 1 0 4 LO T 1 0 5 LO T 1 0 6 LO T 1 0 7 LO T 1 1 2 LO T 1 1 3 LO T 1 1 4 LO T 1 LO T 1 1 9 LO T 1 2 0 LO T 1 2 1 LO T 1 2 2 LO T 1 2 3 LO T 1 2 4 2 0 + 0 0 21 + 0 0 22+ 0 0 23+ 0 0 24 + 0 0 25+ 0 0 26+00 27+ 0 0 28 + 0 0 29+00 30+00 31+00 ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST S T S T S T S T ST ST ST ST ST ST ST ST ST ST S T S T S T S T S T S T S T SAN SAN S A N S A N S A N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SA N SA N SAN SAN S A N S A N S A N S A N S A N SAN SAN SAN SAN SAN W W W W W W W W W W W W 8X8 TEE 26+16.72, 16.50' LT. 8" INV.=776.90' 8" INV.=776.90' 8" BUTTERFLY VALVE 25+93.42, 18.59' LT. 8" INV.=777.24' 22.5 DEG BEND 27+21.01, 10.27' LT. 8" INV.=776.44' 33.75 DEG BEND 25+28.64, 6.84' LT. 8" INV.=778.19' 22.5 DEG BEND 28+34.32, 10.29' LT. 8" INV.=776.84' 8" BUTTERFLY VALVE 28+85.74, 5.01' LT. 8" INV.=777.41' 8X8 TEE W/ 11.25 DEG VERT. BEND 29+05.45, 7.93' LT. 8" INV.=777.63' 8" INV.=777.63' 8" INV.=777.63' 8" BUTTERFLY VALVE 29+43.18, 10.41' LT. 8" INV.=778.76' 5 DEG DEFLECTION 22+51.48, 10.09' LT. 8" INV.=776.53'8X6 HYDRANT TEE W/ 11.25 DEG. VERT. BEND 30+55.34, 10.00' LT. 6" INV.=782.18' 8" INV.=782.10' 8X6 HYDRANT TEE 21+73.98, 11.95' LT. 8" INV.=775.67' WP-32 77.52' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=1.11% WP-36 59.94' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=1.59% WP-40 113.09' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.35% WP-41 54.03' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=1.06% WP-37 20.66' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=1.66% WP-38 40.12' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=1.66% WP-33 222.74' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=1.11% WP-42 20.75' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=1.06% S 1.12% WP-31 6" LEAD WITH VALVE 6.55' OF 6" PVC AWWA C-900 SDR-18 CLASS 150 S=1.53% WP-34 6" LEAD WITH VALVE 5.90' OF 6" PVC AWWA C-900 SDR-18 CLASS 150 S=1.70% WP-47 6" LEAD WITH VALVE 8.50' OF 6" PVC AWWA C-900 SDR-18 CLASS 150 S=1.18% W W 8" BUTTERFLY VALVE W/ 11.25 DEG VERT. BEND 26+61.99, 16.61' LT. 8" INV.=776.23' SAN MH 10 22+60.05, 0.00' RIM=783.34' 8" N INV. IN=766.41' 8" S INV. IN=766.41' 8" NW INV. OUT=766.16' SAN MH 9 20+65.79, 0.00' RIM=781.19' 8" NE INV. IN=767.36' 8" S INV. OUT=767.26' SAN MH 23 25+29.06, 3.72' RT. RIM=786.25' 8" S INV. IN=767.70' 8" N INV. OUT=767.60' SAN MH 22 26+27.97, 0.00' RIM=787.33' 8" SE INV. IN=768.23' 8" SW INV. IN=777.05' 8" N INV. OUT=768.13' SAN MH 20 27+20.25, 0.00' RIM=786.77' 8" E INV. IN=768.73' 8" NW INV. OUT=768.63' SAN MH 19 28+34.02, 0.00' RIM=785.92' 8" SE INV. IN=769.33' 8" W INV. OUT=769.23' SAN MH 18 29+14.96, 0.00' RIM=785.93' 8" NE INV. IN=775.22' 8" NW INV. OUT=769.68' SSP-15 244.53' OF 8" PVC ASTM D-3034 SDR-35 S=0.44% SSP-16 194.10' OF 8" PVC ASTM D-3034 SDR-35 S=0.44% SSP-17 269.45' OF 8" PVC ASTM D-3034 SDR-35 S=0.44% SSP-18 98.40' OF 8" PVC ASTM D-3034 SDR-35 S=0.44% SSP-20 90.83' OF 8" PVC ASTM D-3034 SDR-35 S=0.44% SSP-21 113.09' OF 8" PVC ASTM D-3034 SDR-35 S=0.44% SSP-22 79.95' OF 8" PVC ASTM D-3034 SDR-35 S=0.44% WP-39 53.74' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.38% W W WP-45 51.29' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=2.80% 11.25 DEG BEND 29+91.25, 11.00' LT. 8" INV.=780.19' 8" CAP 30+67.34, 10.00' LT. 8" INV.=782.10' S T S T W W ST ST ST ST T ST ST ST ST 45 DEG. BEND 20+39.94, 4.41' RT. 8" INV.=774.38' W W ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST WP-29 26.15' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.19% 22.5 DEG BEND 20+62.11, 9.65' LT. 8" INV.=774.43' WP-28 132.73' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.22% TERFLY VALVE 07.13, 4.04' LT. 8" INV.=774.09' 7 0 0 % 33.75 DEG BEND 29+26.20, 14.24' LT. 8" INV.=778.25' WP-43 23.14' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=2.67% WP-44 18.75' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=2.70% WP-46 65.28' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=2.93% 8X6 HYDRANT TEE W/ 11.25 DEG VERT. BEND 24+74.21, 12.60' LT. 8" INV.=778.99' 6" INV.=779.07' WP-49 3.00' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.01% 8" BUTTERFLY VALVE 30+64.34, 10.00' LT. 8" INV.=782.10' WP-48 9.00' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.01% HYDRANT NO. 8 PROP. GRND.=788.89' 30+55.34, 18.50' LT. 6" INV.=782.28' HYDRANT NO. 7 PROP. GRND.=785.77' 24+74.14, 18.50' LT. 6" INV.=779.17' HYDRANT NO. 6 PROP. GRND.=782.44' 21+74.14, 18.50' LT. 6" INV.=775.85' SEE S H E E T 1 6 STA . 2 1 + 5 0 . 0 0 762 765 770 775 780 785 790 795 762 765 770 775 780 785 790 795 78 1 . 1 3 78 1 . 3 2 78 1 . 1 8 78 1 . 1 4 78 1 . 5 4 78 2 . 1 5 78 2 . 9 7 78 5 . 8 3 78 9 . 5 8 79 3 . 4 9 79 6 . 3 4 79 6 . 8 5 79 4 . 7 9 79 2 . 5 7 78 8 . 3 9 78 5 . 6 5 78 4 . 5 3 78 3 . 1 4 78 3 . 9 1 78 2 . 1 1 78 2 . 6 7 78 3 . 2 2 78 3 . 7 8 78 4 . 3 4 78 4 . 8 9 78 5 . 4 5 78 6 . 0 0 78 6 . 5 6 78 7 . 1 2 78 7 . 3 0 78 6 . 9 2 78 6 . 5 5 78 6 . 1 8 78 5 . 8 0 78 5 . 7 9 78 6 . 5 2 78 7 . 6 2 78 8 . 7 1 21+50 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 SSP-17 269.45' OF 8" PVC ASTM D-3034 SDR-35 S=0.44% SA N M H 2 3 25 + 2 9 . 0 6 , 3 . 7 2 ' R T . RI M = 7 8 6 . 2 5 ' 8" S I N V . I N = 7 6 7 . 7 0 ' 8" N I N V . O U T = 7 6 7 . 6 0 ' SSP-18 98.40' OF 8" PVC ASTM D-3034 SDR-35 S=0.44% SA N M H 2 2 26 + 2 7 . 9 7 , 0 . 0 0 ' RI M = 7 8 7 . 3 3 ' 8" S E I N V . I N = 7 6 8 . 2 3 ' 8" S W I N V . I N = 7 7 7 . 0 5 ' 8" N I N V . O U T = 7 6 8 . 1 3 ' SSP-20 90.83' OF 8" PVC ASTM D-3034 SDR-35 S=0.44% SA N M H 2 0 27 + 2 0 . 2 5 , 0 . 0 0 ' RI M = 7 8 6 . 7 7 ' 8" E I N V . I N = 7 6 8 . 7 3 ' 8" N W I N V . O U T = 7 6 8 . 6 3 ' SSP-21 113.09' OF 8" PVC ASTM D-3034 SDR-35 S=0.44% SA N M H 1 9 28 + 3 4 . 0 2 , 0 . 0 0 ' RI M = 7 8 5 . 9 2 ' 8" S E I N V . I N = 7 6 9 . 3 3 ' 8" W I N V . O U T = 7 6 9 . 2 3 ' SSP-22 79.95' OF 8" PVC ASTM D-3034 SDR-35 S=0.44% SA N M H 1 8 29 + 1 4 . 9 6 , 0 . 0 0 ' RI M = 7 8 5 . 9 3 ' 8" N E I N V . I N = 7 7 5 . 2 2 ' 8" N W I N V . O U T = 7 6 9 . 6 8 ' 8" I N V . = 7 7 5 . 6 7 ' 6" I N V . = 7 7 5 . 7 5 ' 8X 6 H Y D R A N T T E E 21 + 7 3 . 9 8 , 1 1 . 9 5 ' L T . 5 D E G D E F L E C T I O N 22 + 5 1 . 4 8 , 1 0 . 0 9 ' L T . 8" I N V . = 7 7 6 . 5 3 ' 8X 8 T E E 26 + 1 6 . 7 2 , 1 6 . 5 0 ' L T . 8" I N V . = 7 7 6 . 9 0 ' 22 . 5 D E G B E N D 27 + 2 1 . 0 1 , 1 0 . 2 7 ' L T . 8" I N V . = 7 7 6 . 4 4 ' 22 . 5 D E G B E N D 28 + 3 4 . 3 2 , 1 0 . 2 9 ' L T . 8" I N V . = 7 7 6 . 8 4 ' 8" B U T T E R F L Y V A L V E 28 + 8 5 . 7 4 , 5 . 0 1 ' L T . 8" I N V . = 7 7 7 . 4 1 ' 11 . 2 5 D E G B E N D 29 + 9 1 . 2 5 , 1 1 . 0 0 ' L T . 8" I N V . = 7 8 0 . 1 9 ' 8X 6 H Y D R A N T T E E 30 + 5 5 . 3 4 , 1 0 . 0 0 ' L T . 8" I N V . = 7 8 2 . 1 0 ' 6" I N V . = 7 8 2 . 1 8 ' WP-32 77.52' OF 8" PVC AWW A C - 9 0 0 SDR-18 CLASS 150 S=1.11% WP-33 222.74' OF 8" PVC AW W A C - 9 0 0 SDR-18 CLASS 150 S=1.11% WP-3659.94' OF 8" PV C AWWA C-900 SDR-18 CLASS 1 5 0 S=1.59% WP-37 20.66' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=1.66% WP-38 40.12' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=1.66% WP-39 53.74' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.38% WP-40 113.09' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.35% WP-41 54.03' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=1.06% WP-45 51.29' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=2.80% WP-46 65.28' OF 8 " P V C AWWA C- 9 0 0 SDR-18 C L A S S 1 5 0 S=2.93% WP-49 3.00' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.01% 12" PROPOSED STORM SEWER 15" PROPOSED STORM SEWER WP-42 20.75' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=1.06% SSP-16 194.10' OF 8" PVC ASTM D-3034 SDR-35 S=0.44% SA N M H 1 0 22 + 6 0 . 0 5 , 0 . 0 0 ' RI M = 7 8 3 . 3 4 ' 8" N I N V . I N = 7 6 6 . 4 1 ' 8" S I N V . I N = 7 6 6 . 4 1 ' 8" N W I N V . O U T = 7 6 6 . 1 6 ' 8" I N V . = 7 7 8 . 9 9 ' 6" I N V . = 7 7 9 . 0 7 ' 8X 6 H Y D R A N T T E E W/ 1 1 . 2 5 D E G . V E R T . B E N D 24 + 7 4 . 2 1 , 1 2 . 6 0 ' L T . 8" I N V . = 7 7 8 . 1 9 ' 33 . 7 5 D E G B E N D 25 + 2 8 . 6 4 , 6 . 8 4 ' L T . 8" I N V . = 7 7 7 . 2 4 ' 8" B U T T E R F L Y V A L V E 25 + 9 3 . 4 2 , 1 8 . 5 9 ' L T . 8" I N V . = 7 7 6 . 2 3 ' 8" B U T T E R F L Y V A L V E W/ 1 1 . 2 5 D E G . V E R T . B E N D 26 + 6 1 . 9 9 , 1 6 . 6 1 ' L T . 8" I N V . = 7 7 7 . 6 3 ' 8X 8 T E E W/ 1 1 . 2 5 D E G . V E R T . B E N D 29 + 0 5 . 4 5 , 7 . 9 3 ' L T . 8" I N V . = 7 7 8 . 2 5 ' 33 . 7 5 D E G B E N D 29 + 2 6 . 2 0 , 1 4 . 2 4 ' L T . 8" I N V . = 7 7 8 . 7 6 ' 8" B U T T E R F L Y V A L V E 29 + 4 3 . 1 8 , 1 0 . 4 1 ' L T . 8" B U T T E R F L Y V A L V E 30 + 6 4 . 3 4 , 1 0 . 0 0 ' L T . 8" I N V . = 7 8 2 . 1 0 ' 8" C A P 30 + 6 7 . 3 4 , 1 0 . 0 0 ' L T . 8" I N V . = 7 8 2 . 1 0 ' WP-48 9.00' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.01% WP-44 18.75' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=2.70% WP-43 23.14' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=2.67% WP-3551.75' OF 8" P V C AWWA C-900 SDR-18 CLASS 1 5 0 S=1.54% 12" PROPOSED STORM SEWER 18" PROPOSED STORM SEWER 18" PROPOSED STORM SEWER Jul 10, 2014 ISSUE DATE SCALE SEAL PROJECT MANAGER PROJECT NUMBER SHEET ISSUED FOR BE L L E C H A S S E S U B D I V I S I O N ( P H A S E 3 ) MU S K E G O , W I S C O N S I N BE L L E C H A S S E P A R T N E R S , L L C 16 0 0 6 W . L I N C O L N A V E N U E WE S T A L L I S , W I 5 3 2 2 7 PR EPN 130288 1" = 40' 17 39 OF SA N I T A R Y S E W E R / W A T E R M A I N PL A N & P R O F I L E CL I E N T FUTURE R O A D FU T U R E R O A D F O X R U N C O U R T FR E E D O M A V E N U E H U N T E R S H I L L C O U R T 106.21' GRAVEL BACKFILL REQUIRED 917.00' GRAVEL BACKFILL REQUIRED PROPOSED 8" SANITARY SEWER PROPOSED 8" WATER MAIN PROPOSED 8" WATER MAIN PROPOSED 8" SANITARY SEWER PROPOSED CENTERLINE PROFILE EXISTING CENTERLINE PROFILE 269.45' GRAVEL BACKFILL REQUIRED 98.40' GRAVEL BACKFILL REQUIRED 90.83' GRAVEL BACKFILL REQUIRED 113.09' GRAVEL BACKFILL REQUIRED 79.95' GRAVEL BACKFILL REQUIRED SAN. LATERAL (TYP.) WAT. LATERAL (TYP.) 7/10/14 S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S WL WL WL WL WL WL WL WL W L W L W L W L W L W L W L WL WL WL WL WL WL WL W L WL WL S T ST WW SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N W W W W W W W W W W W W W W 60 ' WE T L A N D S LO T 8 2 LO T 8 3 LO T 8 4 LO T 8 5 LO T 1 2 8 LO T 1 2 9 LO T 1 3 0 LO T 1 3 1 LO T 1 3 2 LO T 1 3 3 LO T 1 3 4 LO T 1 3 5 LO T 1 3 6 LO T 1 3 7 LO T 1 3 8 ST S T S T S T S T ST ST ST ST ST ST ST ST ST ST ST S T S T ST 32+00 33+00 34+00 35+00 36 + 0 0 10+00 11+00 12+ 0 0 1 3 + 0 0 14 + 0 0 15 + 0 0 16 + 0 0 ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SA N S A N SA N SA N SA N SA N SA N SA N W W W W W W W W W W W 8'' BUTTERFLY VALVE & 6'' REDUCER 36+33.79, 2.67' LT. 6" INV.=775.44' 8" INV.=775.36' 12X8 TEE 31+90.04, 10.50' RT. 8" INV.=772.95' 12" INV.=772.78' 12X8 TEE 35+10.96, 9.11' RT. 8" INV.=774.35' 12" INV.=774.18' GRADE BREAK 33+43.02, 10.22' RT. 12" INV.=772.81' WP-50 9.65' OF 6" PVC AWWA C-900 SDR-18 CLASS 150 S=0.79% WP-51 119.01' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.85% WP-53 166.98' OF 12" PVC AWWA C-900 SDR-18 CLASS 150 S=0.82% WP-56 5.00' OF 12" PVC AWWA C-900 SDR-18 CLASS 150 S=0.02% 12" BUTTERFLY VALVE 31+95.04, 10.49' RT. 12" INV.=772.79' 12" INV.=772.79' SAN MH 6 32+00.00, 0.00' RIM=781.28' 8" S INV. IN=770.87' 8" E INV. IN=770.77' 8" W INV. OUT=770.52' SAN MH 16 35+11.36, 0.90' LT. RIM=781.20' 8" S INV. IN=772.34' 8" N INV. OUT=772.24' SSP-11 311.42' OF 8" PVC ASTM D-3034 SDR-35 S=0.44% SSP-12 82.84' OF 8" PVC ASTM D-3034 SDR-35 S=0.44% ST W W W ST 12X6 HYDRANT TEE 32+35.00, 10.42' RT. 12" INV.=772.79' 6" INV.=773.04' WP-55 6" LEAD WITH VALVE 8.1' OF 6" PVC AWWA C-900 SDR-18 CLASS 150 S=1.237% HYDRANT NO. 10 PROP. GRND.=780.87' 14+10.00, 35.00' LT. 6" INV.=773.14' HYDRANT NO. 9 PROP. GRND.=782.44' 36+43.11, 5.18' LT. 6" INV.=775.54' WP-52 20.73' OF 12" PVC AWWA C-900 SDR-18 CLASS 150 S=0.61% 12" CAP 35+13.54, 29.72' RT. 12" INV.=774.31' SAN MH 15 35+94.50, 1.43' LT. RIM=782.25' 8" N INV. OUT=772.70' ST ST ST ST ST ST 755 760 765 770 775 780 785 790 755 760 765 770 775 780 785 790 77 6 . 6 9 77 6 . 5 7 77 6 . 4 5 77 7 . 2 6 77 8 . 3 9 77 8 . 9 8 77 9 . 4 8 78 0 . 1 1 78 0 . 6 7 78 1 . 0 3 78 1 . 2 8 78 0 . 7 6 78 0 . 3 8 78 0 . 1 0 78 0 . 3 8 78 0 . 7 6 78 1 . 1 3 78 1 . 5 9 78 2 . 3 5 78 2 . 5 7 31+00 32+00 33+00 34+00 35+00 36+00 37+00 37+50 12 X 8 T E E 31 + 9 0 . 0 4 , 1 0 . 5 0 ' R T . 12 " I N V . = 7 7 2 . 7 8 ' GR A D E B R E A K 33 + 4 3 . 0 2 , 1 0 . 2 2 ' R T . 12 " I N V . = 7 7 2 . 8 1 ' 12 X 8 T E E 35 + 1 0 . 9 6 , 9 . 1 1 ' R T . 8" I N V . = 7 7 4 . 3 5 ' 12 " I N V . = 7 7 4 . 1 8 ' WP-57 39.96' OF 12" PVC AWWA C-900 SDR-18 CLASS 150 S=0.02% WP-56 5.00' OF 12" PVC AWWA C-900 SDR-18 CLASS 150 S=0.02%WP-53 166.98' OF 12" PVC AWWA C-900 SDR-18 CLASS 150 S=0.82% WP-51 119.01' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.85% WP-50 9.65' OF 6" PVC AWWA C-900 SDR-18 CLASS 150 S=0.79% SA N M H 6 32 + 0 0 . 0 0 , 0 . 0 0 ' RI M = 7 8 1 . 2 8 ' 8" S I N V . I N = 7 7 0 . 8 7 ' 8" E I N V . I N = 7 7 0 . 7 7 ' 8" W I N V . O U T = 7 7 0 . 5 2 ' SSP-11 311.42' OF 8" PVC ASTM D-3034 SDR-35 S=0.44% SA N M H 1 6 35 + 1 1 . 3 6 , 0 . 9 0 ' L T . RI M = 7 8 1 . 2 0 ' 8" S I N V . I N = 7 7 2 . 3 4 ' 8" N I N V . O U T = 7 7 2 . 2 4 ' SSP-12 82.84' OF 8" PVC ASTM D-3034 SDR-35 S=0.44% SA N M H 1 5 35 + 9 4 . 5 0 , 1 . 4 3 ' L T . RI M = 7 8 2 . 2 5 ' 8" N I N V . O U T = 7 7 2 . 7 0 ' HY D R A N T N O . 9 PR O P . G R N D . = ? ? ? ' 36 + 4 3 . 1 1 , 5 . 1 8 ' L T . 6" I N V . = 7 7 5 . 5 2 ' 15" PROPOSED STORM SEWER 12" PROPOSED STORM SEWER 12" PROPOSED STORM SEWER 12 " B U T T E R F L Y V A L V E 32 + 3 0 . 0 0 , 1 0 . 4 3 ' R T . 12 " I N V . = 7 7 2 . 7 9 ' 12 " I N V . = 7 7 2 . 7 9 ' 12 X 6 H Y D R A N T T E E 32 + 3 5 . 0 0 , 1 0 . 4 2 ' R T . 12 " I N V . = 7 7 2 . 7 9 ' WP-54 108.02' OF 12" PVC AWWA C-900 SDR-18 CLASS 150 S=0.02% 8' ' B U T T E R F L Y V A L V E & 6 ' ' R E D U C E R 36 + 3 3 . 7 9 , 2 . 6 7 ' L T . 6" I N V . = 7 7 5 . 4 4 ' 8" I N V . = 7 7 5 . 3 6 ' Jul 10, 2014 ISSUE DATE SCALE SEAL PROJECT MANAGER PROJECT NUMBER SHEET ISSUED FOR BE L L E C H A S S E S U B D I V I S I O N ( P H A S E 3 ) MU S K E G O , W I S C O N S I N BE L L E C H A S S E P A R T N E R S , L L C 16 0 0 6 W . L I N C O L N A V E N U E WE S T A L L I S , W I 5 3 2 2 7 PR EPN 130288 1" = 40' 18 39 OF SA N I T A R Y S E W E R / W A T E R M A I N PL A N & P R O F I L E CL I E N T 311.42' GRAVEL BACKFILL REQUIRED 82.84' GRAVEL BACKFILL REQUIRED 448.62' GRAVEL BACKFILL REQUIRED PROPOSED 8" SANITARY SEWER PROPOSED 8" WATER MAIN PROPOSED CENTERLINE PROFILE EXISTING CENTERLINE PROFILE PROPOSED 8" WATER MAIN PROPOSED 8" SANITARY SEWER FR E E D O M A V E N U E MORNING DOVE COURT SAN. LATERAL (TYP.) WAT. LATERAL (TYP.) MO R N I N G D O V E C O U R T 7/10/14 WL WL WL WL WLWL WL WL WL W L WL WL WL WL WL WL W L H A M D R I V E EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W O H W O H W O H W O H W O H W O H W O H W O H W O H W W W W W W E T L A N D S LO T 1 0 7 LO T 1 0 8 LO T 1 0 9 LO T 1 1 0 LO T 1 1 1 LO T 1 1 2 LO T 1 1 3 LO T 1 1 8 LO T 1 1 9 LO T 1 2 0 LO T 1 2 1 LO T 1 2 2 LO T 1 2 3 ST ST ST ST ST S T ST 24+0 0 25+0 0 26 + 0 0 2 7 + 0 0 28 + 0 0 41+0042+00 S T S T S T ST ST ST ST S T ST ST S T ST ST ST S T S T S T S T S T ST ST ST ST ST AN SAN SAN SAN SAN SAN SA N SA N S A N S A N S A N S A N S A N SAN SAN SAN W W W W W W W 6'' BUTTERFLY VALVE 42+51.08, 27.46' LT. 6" INV.=783.67' 6" INV.=783.67' 8X8 TEE 41+08.29, 6.95' LT. 8" INV.=776.90' 8" INV.=776.90' WP-62 36.35' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.10% WP-61 11.86' OF 6" PVC AWWA C-900 SDR-18 CLASS 150 S=0.84% W W 8" BUTTERFLY VALVE W/ 33.75 DEG. VERT. BEND 41+29.72, 10.00' RT. 8" INV.=776.95' SAN MH 22 41+00.00, 0.00' RIM=787.33' 8" SE INV. IN=768.23' 8" SW INV. IN=777.05' 8" N INV. OUT=768.13' SAN MH 21 42+22.69, 0.00' LT. RIM=790.07' 8" NE INV. OUT=777.59' SSP-19 122.69' OF 8" PVC ASTM D-3034 SDR-35 S=0.44% WP-58 46.60' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.11% W W W W W WP-60 37.46' OF 6" PVC AWWA C-900 SDR-18 CLASS 150 S=1.00% 8X6 TEE 42+51.08, 10.00' RT. 8" INV.=783.96' 22.5 DEG BEND 42+81.99, 9.14' LT. 8" INV.=783.92' 11.25 DEG BEND 26+39.51, 397.09' RT. 8" INV.=781.72' WP-64 33.89' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=1.02% 22.5 DEG BEND 26+37.71, 430.30' RT. 8" INV.=781.38' WP-67 48.09' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.09% 45 DEG. BEND 26+11.81, 615.66' RT. 8" INV.=780.55' CONNECT EX. WM (CONTRACTOR TO VERIFY EXACT SIZE, LOCATION, AND ELEVATION OF EX. WATERMAIN AND MAKE CONNECTION) 26+11.97, 618.12' RT. 8" INV.=780.55'± WP-68 2.58' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.09%WP-63 216.00' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=1.02% W GRADE BREAK 26+28.02, 485.96' RT. 8" INV.=780.68' WP-65 68.11' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=1.018% 43+00 44+00 45+00 46 + 0 0 47+ 0 0 W W W W W ST ST ST ST ST ST ST ST ST 8" BUTTERFLY VALVE 26+16.37, 573.23' RT. 8" INV.=780.59' WP-59 121.36' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=5.78% HYDRANT NO. 11 PROP. GRND.=790.38' 42+51.07, 39.32' LT. 6" INV.=783.77' 764 765 770 775 780 785 790 795 764 765 770 775 780 785 790 795 79 5 . 6 0 79 6 . 3 3 79 6 . 6 6 79 6 . 4 8 78 7 . 3 3 78 7 . 8 5 78 8 . 9 8 79 0 . 8 5 40+0041+0042+0043+0043+50 WP-62 36.35' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.10%WP-58 46.60' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.11% SA N M H 2 1 42 + 2 2 . 6 9 , 0 . 0 0 ' L T . RI M = 7 9 0 . 0 7 ' 8" N E I N V . O U T = 7 7 7 . 5 9 ' SSP-19 122.69' OF 8" PVC ASTM D-3034 SDR-35 S=0.44% SA N M H 2 2 41 + 0 0 . 0 0 , 0 . 0 0 ' RI M = 7 8 7 . 3 3 ' 8" S E I N V . I N = 7 6 8 . 2 3 ' 8" S W I N V . I N = 7 7 7 . 0 5 ' 8" N I N V . O U T = 7 6 8 . 1 3 ' 770 775 780 785 790 795 800 805 770 775 780 785 790 795 800 805 8X 6 T E E W/ 3 3 . 7 5 D E G . V E R T . B E N D 42 + 5 1 . 0 8 , 1 0 . 0 0 ' R T . 8" I N V . = 7 8 3 . 9 6 ' 22 . 5 D E G B E N D 42 + 8 1 . 9 9 , 9 . 1 4 ' L T . 8" I N V . = 7 8 3 . 9 2 ' 79 4 . 9 5 79 1 . 7 4 79 0 . 3 2 78 9 . 4 9 78 9 . 8 7 78 9 . 7 0 78 8 . 0 6 78 8 . 2 5 79 0 . 6 6 78 7 . 9 7 79 1 . 6 1 79 2 . 6 0 79 2 . 0 6 79 2 . 3 5 78 9 . 9 6 42+5043+0044+0045+0046+0047+0048+0048+50 GR A D E B R E A K 26 + 2 8 . 0 2 , 4 8 5 . 9 6 ' R T . 8" I N V . = 7 8 0 . 6 8 ' 22 . 5 D E G B E N D 26 + 3 7 . 7 1 , 4 3 0 . 3 0 ' R T . 8" I N V . = 7 8 1 . 3 8 ' 11 . 2 5 D E G B E N D 26 + 3 9 . 5 1 , 3 9 7 . 0 9 ' R T . 8" I N V . = 7 8 1 . 7 2 ' 22 . 5 D E G B E N D 42 + 8 1 . 9 9 , 9 . 1 4 ' L T . 8" I N V . = 7 8 3 . 9 2 ' WP-63 216.00' OF 8" PVC AWW A C - 9 0 0 SDR-18 CLASS 150 S=1.02% WP-64 33.89' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=1.02% WP-65 68.11' OF 8" PVC AWWA C - 9 0 0 SDR-18 CLASS 150 S=1.02% WP-67 48.09' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.09% WP-68 2.58' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.09% (C O N T R A C T O R T O VE R I F Y E X A C T SI Z E , L O C A T I O N , A N D EL E V A T I O N O F E X . WA T E R M A I N A N D MA K E C O N N E C T I O N ) 8X 8 T E E 26 + 1 6 . 7 2 , 1 6 . 5 0 ' L T . 8" I N V . = 7 7 6 . 9 0 ' 8" B U T T E R F L Y V A L V E W/ 3 3 . 7 5 D E G . V E R T . B E N D 41 + 2 9 . 7 2 , 1 0 . 0 0 ' R T . 8" I N V . = 7 7 6 . 9 5 ' GR A D E B R E A K 41 + 4 3 . 5 6 , 1 0 . 0 0 ' R T . 8" I N V . = 7 7 7 . 7 5 ' WP-59 121.36' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=5.78%WP-66 101.91' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.09% 8" B U T T E R F L Y V A L V E 26 + 1 6 . 3 7 , 5 7 3 . 2 3 ' R T . 8" I N V . = 7 8 0 . 5 9 ' 45 D E G . B E N D 26 + 1 1 . 8 1 , 6 1 5 . 6 6 ' R T . 8" I N V . = 7 8 0 . 5 5 ' CO N N E C T E X . W M 26 + 1 1 . 9 7 , 6 1 8 . 1 2 ' R T . 8" I N V . = 7 8 0 . 5 5 ' ± 18" PROPOSED STORM SEWER Jul 10, 2014 ISSUE DATE SCALE SEAL PROJECT MANAGER PROJECT NUMBER SHEET ISSUED FOR BE L L E C H A S S E S U B D I V I S I O N ( P H A S E 3 ) MU S K E G O , W I S C O N S I N BE L L E C H A S S E P A R T N E R S , L L C 16 0 0 6 W . L I N C O L N A V E N U E WE S T A L L I S , W I 5 3 2 2 7 PR EPN 130288 1" = 40' 19 39 OF SA N I T A R Y S E W E R / W A T E R M A I N PL A N & P R O F I L E CL I E N T 122.69' GRAVEL BACKFILL REQUIRED 204.31' GRAVEL BACKFILL REQUIRED PROPOSED 8" SANITARY SEWER PROPOSED 8" WATER MAIN PROPOSED CENTERLINE PROFILE EXISTING CENTERLINE PROFILE PROPOSED 8" WATER MAIN PROPOSED 8" SANITARY SEWER FREE D O M A V E N U E SAN. LATERAL (TYP.) WAT. LATERAL (TYP.) 463.00' SPOIL BACKFILL PERMITTED7.58' GRAVEL BACKFILL REQUIRED PROPOSED CENTERLINE PROFILE EXISTING CENTERLINE PROFILE HU N T E R S H I L L C O U R T . & W M E X T E N S I O N PROPOSED 8" WATER MAIN PROPOSED 8" WATER MAIN H U N T ERSHILL C OURT 7/10/14 WL W L W L WL WL WL WL WL W L W L WL WL WL WL WL WL W L WL WL WL WL WL WL WL WLWL W L W L WL WL WL W L WL EC EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W W E T L A N D S W E T L A N D S LO T 1 1 1 LO T 1 1 2 L O T 1 1 3 L O T 1 1 4 L O T 1 1 5 L O T 1 1 6 L O T 1 1 7 LO T 1 1 8 L O T 1 1 9 L O T 1 3 2 LO T 1 3 3 2 7 + 0 0 2 8 + 0 0 29 + 0 0 30+ 0 0 47+00 48+00 S T S T S T S T S T S T S T S T S T S T ST ST ST ST ST ST S A N S A N S A N S A N S A N SAN SAN W W W W 8X8 TEE W/ 11.25 DEG VERT. BEND 46+89.21, 10.00' RT. 8" INV.=777.63' 8" INV.=777.63' 8" INV.=777.63' 22.5 DEG BEND 48+09.77, 10.00' LT. 8" INV.=777.48' 8'' BUTTERFLY VALVE & 6'' REDUCER 48+46.97, 3.79' RT. 8" INV.=777.42' 6" INV.=777.50' WP-71 39.68' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.14% WP-69 22.11' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.15% WP-70 80.04' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.15% WP-72 9.66' OF 6" PVC AWWA C-900 SDR-18 CLASS 150 S=0.14% SAN MH 17 48+08.06, 0.00' RIM=785.39' 8" SW INV. OUT=775.70' W SAN MH 18 47+00.00, 0.00' RIM=785.93' 8" NE INV. IN=775.22' 8" NW INV. OUT=769.68' SSP-23 108.06' OF 8" PVC ASTM D-3034 SDR-35 S=0.44% W W 8" BUTTERFLY VALVE 47+29.72, 10.00' LT. 8" INV.=777.60' ST ST ST HYDRANT NO. 12 PROP. GRND.=784.59' 48+56.03, 7.15' RT. 6" INV.=777.49' 760 765 770 775 780 785 790 795 760 765 770 775 780 785 790 795 78 5 . 9 3 78 5 . 3 9 78 5 . 6 5 78 4 . 2 8 78 5 . 2 4 78 5 . 6 9 78 5 . 0 2 78 5 . 2 3 46+00 47+00 48+00 49+00 22 . 5 D E G B E N D 48 + 0 9 . 7 7 , 1 0 . 0 0 ' L T . 8" I N V . = 7 7 7 . 4 8 ' 8' ' B U T T E R F L Y V A L V E & 6 ' ' R E D U C E R 48 + 4 6 . 9 7 , 3 . 7 9 ' R T . 6" I N V . = 7 7 7 . 5 0 ' WP-69 22.11' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.15% WP-70 80.04' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.15% WP-71 39.68' OF 8" PVC AWWA C-900 SDR-18 CLASS 150 S=0.14% WP-72 9.66' OF 6" PVC AWWA C-900 SDR-18 CLASS 150 S=0.14% SA N M H 1 8 47 + 0 0 . 0 0 , 0 . 0 0 ' RI M = 7 8 5 . 9 3 ' 8" N E I N V . I N = 7 7 5 . 2 2 ' 8" N W I N V . O U T = 7 6 9 . 6 8 ' SSP-23 108.06' OF 8" PVC ASTM D-3034 SDR-35 S=0.44% SA N M H 1 7 48 + 0 8 . 0 6 , 0 . 0 0 ' RI M = 7 8 5 . 3 9 ' 8" S W I N V . O U T = 7 7 5 . 7 0 ' 8" B U T T E R F L Y V A L V E 47 + 2 9 . 7 2 , 1 0 . 0 0 ' L T . 8" I N V . = 7 7 7 . 6 0 ' 8X 8 T E E W / 1 1 . 2 5 D E G V E R T . B E N D 29 + 0 5 . 4 5 , 7 . 9 3 ' L T . 8" I N V . = 7 7 7 . 6 3 ' HY D R A N T N O . 1 2 PR O P . G R N D . = ? ? ? ' 48 + 5 6 . 0 3 , 7 . 1 5 ' R T . 6" I N V . = 7 7 7 . 4 9 ' Jul 10, 2014 ISSUE DATE SCALE SEAL PROJECT MANAGER PROJECT NUMBER SHEET ISSUED FOR BE L L E C H A S S E S U B D I V I S I O N ( P H A S E 3 ) MU S K E G O , W I S C O N S I N BE L L E C H A S S E P A R T N E R S , L L C 16 0 0 6 W . L I N C O L N A V E N U E WE S T A L L I S , W I 5 3 2 2 7 PR EPN 130288 1" = 40' 20 39 OF SA N I T A R Y S E W E R / W A T E R M A I N PL A N & P R O F I L E CL I E N T 108.06' GRAVEL BACKFILL REQUIRED 151.49' GRAVEL BACKFILL REQUIRED PROPOSED 8" SANITARY SEWERPROPOSED 8" WATER MAIN PROPOSED 8" WATER MAIN PROPOSED 8" SANITARY SEWER PROPOSED CENTERLINE PROFILE EXISTING CENTERLINE PROFILE T R U OCNURXOF E U N E V A M O D E E R F FU T U R E RO A D SAN. LATERAL (TYP.) WAT. LATERAL (TYP.) FO X R U N C O U R T 7/10/14 Jul 10, 2014 ISSUE DATE SCALE SEAL PROJECT MANAGER PROJECT NUMBER SHEET ISSUED FOR BE L L E C H A S S E S U B D I V I S I O N ( P H A S E 3 ) MU S K E G O , W I S C O N S I N BE L L E C H A S S E P A R T N E R S , L L C 16 0 0 6 W . L I N C O L N A V E N U E WE S T A L L I S , W I 5 3 2 2 7 PR EPN 130288 21 39 OF WA T E R M A I N A P P U R T E N A N C E RE S T R A I N T T A B L E S CL I E N T 7/10/14 WATER MAIN APPURTENANCE RESTRAINT TABLE - SHEET 14 APPURTENANCE 8X6 HYDRANT TEE 33.75 DEG BEND 22.5 DEG BEND 33.75 DEG BEND 5 DEG DEFLECTION 8X6 HYDRANT TEE 33.75 DEG BEND 8'' BUTTERFLY VALVE & 6'' REDUCER CONNECT TO EX. VALVE WITH 33.75 DEG BEND 33.75 DEG BEND 12X6 HYDRANT TEE 22.5 DEG BEND 33.75 DEG BEND 22.5 DEG BEND 33.75 DEG VERT. BEND 12" BUTTERFLY VALVE W/ 33.75 DEG VERT BEND REFERENCE ALIGNMENT RD 1 RD 1 RD 1 RD 1 RD 1 RD 1 RD 1 RD 1 RD 2 RD 2 RD 2 RD 2 RD 2 RD 2 RD 2 RD 2 STATION AND OFFSET 0+80.54, 8.06' LT. 1+21.03, 8.12' LT. 2+10.76, 8.96' RT. 2+99.07, 10.36' RT. 3+92.03, 10.00' RT. 4+52.61, 10.00' RT. 6+64.22, 10.00' RT. 6+84.09, 3.28' LT. 10+58.26, 16.96' RT. 10+71.67, 8.00' RT. 10+81.30, 8.00' RT. 11+45.60, 5.88' RT. 12+21.57, 3.46' RT. 12+72.00, 10.09' RT. 13+13.71, 18.71' RT. 13+61.50, 16.39' RT. RESTRAINT LENGTH WATER MAIN APPURTENANCE RESTRAINT TABLE - SHEET 16 APPURTENANCE 12X8 TEE 5 DEG DEFLECTION 11.25 DEG BEND 8X6 HYDRANT TEE 22.5 DEG BEND 45 DEG. BEND 22.5 DEG BEND 8X6 HYDRANT TEE 5 DEG DEFLECTION 8X6 HYDRANT TEE W/ 11.25 DEG VERT. BEND 33.75 DEG BEND 45 DEG. BEND REFERENCE ALIGNMENT RD 2 RD 2 RD 2 RD 2 RD 2 RD 2 RD 2 RD 2 RD 2 RD 2 RD 2 RD 2 STATION AND OFFSET 14+02.00, 9.96' RT. 15+66.83, 10.50' RT. 16+25.64, 10.14' RT. 17+90.09, 5.35' RT. 18+18.72, 10.18' RT. 20+39.94, 4.41' RT. 20+62.11, 9.65' LT. 21+73.98, 11.95' LT. 22+51.48, 10.09' LT. 24+74.21, 12.60' LT. 25+28.64, 6.84' LT. 26+11.81, 615.66' RT. RESTRAINT LENGTH WATER MAIN APPURTENANCE RESTRAINT TABLE - SHEET 17 APPURTENANCE 8X8 TEE GRADE BREAK 22.5 DEG BEND 11.25 DEG BEND 8" BUTTERFLY VALVE W/ 11.25 DEG VERT. BEND 22.5 DEG BEND 22.5 DEG BEND 8X8 TEE W/ 11.25 DEG VERT. BEND 33.75 DEG BEND 11.25 DEG BEND 8X6 HYDRANT TEE W/ 11.25 DEG. VERT. BEND 8" CAP 12X6 HYDRANT TEE REFERENCE ALIGNMENT RD 2 RD 2 RD 2 RD 2 RD 2 RD 2 RD 2 RD 2 RD 2 RD 2 RD 2 RD 2 RD 3 STATION AND OFFSET 26+16.72, 16.50' LT. 26+28.02, 485.96' RT. 26+37.71, 430.30' RT. 26+39.51, 397.09' RT. 26+61.99, 16.61' LT. 27+21.01, 10.27' LT. 28+34.32, 10.29' LT. 29+05.45, 7.93' LT. 29+26.20, 14.24' LT. 29+91.25, 11.00' LT. 30+55.34, 10.00' LT. 30+67.34, 10.00' LT. 32+35.00, 10.42' RT. RESTRAINT LENGTH WATER MAIN APPURTENANCE RESTRAINT TABLE - SHEET 18 APPURTENANCE GRADE BREAK 12X8 TEE 12" CAP 8'' BUTTERFLY VALVE & 6'' REDUCER 8" BUTTERFLY VALVE W/ 33.75 DEG. VERT. BEND 8X6 TEE W/ 33.75 DEG. VERT. BEND 22.5 DEG BEND 22.5 DEG BEND 8'' BUTTERFLY VALVE & 6'' REDUCER REFERENCE ALIGNMENT RD 3 RD 3 RD 3 RD 3 RD 4 RD 4 RD 4 RD 5 RD 5 STATION AND OFFSET 33+43.02, 10.22' RT. 35+10.96, 9.11' RT. 35+13.54, 29.72' RT. 36+33.79, 2.67' LT. 41+29.72, 10.00' RT. 42+51.08, 10.00' RT. 42+81.99, 9.14' LT. 48+09.77, 10.00' LT. 48+46.97, 3.79' RT. RESTRAINT LENGTH 1 ft. 3 ft. 2 ft. 3 ft. 1 ft. 1 ft. 3 ft. 9 ft. 5 ft. 5 ft. 1 ft. 2 ft. 5 ft. 2 ft. 5 ft. 5 ft. 1 ft. 1 ft. 1 ft. 1 ft. 2 ft. 3 ft. 2 ft. 1 ft. 1 ft. 3 ft. 3 ft. 3 ft. 1 ft. 2 ft. 2 ft. 1 ft. 3 ft. 2 ft. 2 ft. 3 ft. 3 ft. 1 ft. 3 ft. 12 ft. TO HYDRANT TEE 1 ft. 2 ft. 1 ft. 20.73 ft. BACK TO TEE 9 ft. 3 ft. 3 ft. 2 ft. 2 ft. 9 ft. WATER MAIN APPURTENANCE RESTRAINT TABLE - SHEET 19 APPURTENANCE REFERENCE ALIGNMENT STATION AND OFFSET RESTRAINT LENGTH 8X8 TEE RD 4 41+08.29, 6.95' LT.1 ft. 12X8 TEE RD 3 31+90.04, 10.50' RT.1 ft. WATER MAIN APPURTENANCE RESTRAINT TABLE - SHEET 20 APPURTENANCE REFERENCE ALIGNMENT STATION AND OFFSET RESTRAINT LENGTH 8X8 TEE W/ 11.25 DEG VERT. BEND RD 5 46+89.21, 10.00' RT.3 ft. W W W W W W W W W W W W W W W W W W W W W W GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS G GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S G A S G A S GA S G A S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S G A S GA S GA S G A S G A S G A S G A S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S G A S G A S G A S G A S GA S GA S GA S GA S GA S GA S GA S GA S SA N SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN WL WLWL WL WL W L W L WL WL WL WL WL WL WL W L W L W LWL WL WL WL WL WL WL WL WL WL WL WL WL WL OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W SAN SA N S A N S A N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN CHASSE R KWAY ST ST ST ST T T T T T T C C GAS GAS GAS GAS GAS ELE C ELEC ELEC ELEC TEL TEL TE L TEL ELEC ELEC TE L TE L TE L TE L TE L T E L TE L TE L TE L TE L TE L T E L TE L T E L TE L T E L TE L TE L TE L TE L TE L TE L TE L TE L T E L T E L TE L TE L TE L TE L TE L SA N S A N SA N SA N SAN TEL TEL TEL TEL TEL TEL TEL TEL TE L TEL TEL TE L TEL TEL TEL TEL TEL TEL TEL TE L TE L TE L ELECELECELECELECELECELECELECELECELECELECELECELECELECELEC EL E C TVTV TVTVTV TELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTEL SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN TELTELTELTELTELTELTELTEL W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W AAAS GAS GAS GAS GAS GAS GAS GAS GAS W W W W WMcSHANE DRIVE WETLANDS WETLANDS WETLANDS WETLANDS L LOT 85 LOT 86 LOT 87 LOT 88 LOT 102 LOT 103 LOT 104 LOT 105 LOT 106 LOT 107 LOT 108 LOT 118 LOT 120 LOT 121 LOT 122 LOT 123 LOT 124 LOT 125 LOT 126 LOT 127 LOT 128 LOT 131 L LOT 101 LOT 100 LOT 99LOT 98LOT 97 LOT 96 LOT 95 LOT 94 LOT 93 LOT 92 LOT 91 LOT 90 LOT 89 ST S T ST ST ST ST ST ST ST ST ST ST ST 0+ 0 0 1+ 0 0 2+0 0 3+00 4+005+006+007+00 16+00 17+00 18+00 19+ 0 0 20+ 0 0 21+ 0 0 22 + 0 0 23 + 0 0 24 + 0 0 25 + 0 0 ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST S T S T S T ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STM MH 113 25+23.01, 24.33' RT.STM INLET 215 25+23.01, 13.25' LT. STM INLET 214 25+23.01, 13.25' RT. STM MH 122 18+03.58, 26.00' RT. STM MH 118 19+62.73, 26.00' RT. STM MH 111 21+37.36, 20.01' RT. STM MH 123 16+25.02, 26.00' RT. STM MH 103 3+52.64, 20.25' LT. STM INLET 201 5+88.34, 14.07' LT. STM INLET 200 5+88.34, 14.04' RT. STM MH 104 2+65.68, 21.93' LT. STM MH 110 20+48.79, 19.25' RT. STM INLET 211 20+48.79, 13.25' LT. STM INLET 210 20+48.79, 13.25' RT. STM M 15+43 STM MH 101 4+01.20, 20.25' LT. STM MH 100 4+01.51, 200.63' LT. STM INLET 209 15+43.82, 13.25' LT. STM IN 15+43. STM INLET 205 1+92.89, 13.25' LT. STM INLET 202 4+01.20, 13.25' RT. STM MH 124 15+45.85, 26.00' RT. STM INLET 204 1+92.89, 13.25' RT. STM INLET 203 4+01.20, 13.25' LT. STM E.S. 301 0+76.02, 150.00 RT. STM E.S. 300 4+50.08, 227.25 LT. STM E.S. 303 21+61.26, 193.30 RT. STM MH 119 20+24.57, 227.09' RT. STM E.S. 304 20+48.62, 232.81 LT. STP-12 STP-9 STP-10 STP-11 STP-13 STP-5 STP-7 STP-3 STP-14 STP-15 STP-30 STP-28 STP-26 STP-31 STP-32 STP-34 STP-40 STP-68 STP-2 STP-1 STP STP-22 STP-39 STP-38 STP-69 STP-70 STP-71 W W W W W W W W W W W W W SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N SA N SA N SA N SA N SA N S A N SA N SA N SAN SAN SAN SAN W W W W W STM MH 102 5+88.34, 20.25' LT. ST STPOND 2 OUTLET STRUCTURE 21+58.83, 235.49' RT. STM E.S. 309 21+22.61, 201.99 RT. W W W S T S T STM E.S. 310 2+03.25, 61.57' LT. STP-8 ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST W POND 1 OUTLET STRUCTURE 4+30.13, 235.66' LT. STM MH 121 3+79.35, 194.26' LT. STM MH 120 2+45.67, 205.42' LT. STP-64 STP-65 POND 2A OUTLET STRUCTURE 2+59.19, 227.09' LT. STP-66 STP-67 101' OF 6" PVC SUMP LINE @ 0.250% 136' OF 6" PVC SUMP LINE @ 0.250% 6" PVC SUM @ STP-33 ST ST ST ST ST ST ST ST ST ST ST ST W W W W W W W W STM INLET 202A 4+06.20, 13.25' RT. STP-4 STM INLET 203A 4+06.20, 13.25' LT. STP-6 STM INLET 208A 15+48.69, 13.25' RT. STP-21 STM INLET 209A 15+48.96, 13.25' LT. STP-23 STM INLET 210A 20+53.66, 13.25' RT. STP-29 STM INLET 211A 20+53.93, 13.25' LT. STP-27 STM MH 112 22+45.09, 19.52' RT. STP-36 STM INLET 212 22+45.09, 13.23' RT. STP-35 STM INLET 213 22+45.09, 13.27' LT. STM INLET 216 Jul 10, 2014 ISSUE DATE SCALE SEAL PROJECT MANAGER PROJECT NUMBER SHEET ISSUED FOR BE L L E C H A S S E S U B D I V I S I O N ( P H A S E 3 ) MU S K E G O , W I S C O N S I N BE L L E C H A S S E P A R T N E R S , L L C 16 0 0 6 W . L I N C O L N A V E N U E WE S T A L L I S , W I 5 3 2 2 7 PR EPN 130288 1" = 50' 22 39 OF ST O R M S E W E R S Y S T E M M A P CL I E N T FR E E D O M A V E N U E INDEPENDENCE COURT 7/10/14 GEOBLOCK 5150 SYSTEM 20' WIDE POROUS PAVEMENT (INSTALL PER MANUFACTURERS RECOMMENDATIONS) GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGA S GA S GA S S T ST S T S T WL WLWL WL WL W L W L WL WL WL WL WL W L WL WL WL WL WL WL WL WL WL WL WL WL W L W L W LWL WL WL WL STST WL WL WL WL WL WL WL WL WL WL WL WL WL OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W ST T T T T C C TE L ELECELECELECELECELECELECELECELECELECELECELECELECELECELEC EL E C TVTV TVTVTV TELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTEL W W SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W AASASAS GAS GAS GAS GAS GAS GAS GAS GAS W W W W WMcSHANE DRIVE 60' WETLANDS WETLANDS WETLANDS LOT 82 LOT 83LOT 84 LOT 85 LOT 86 LOT 87 LOT 88 LOT 102 LOT 103 LOT 104 LOT 105 LOT 106 LOT 107 LOT 121 LOT 122 LOT 123 LOT 124 LOT 125 LOT 126 LOT 127 LOT 128 LOT 129 LOT 130 LOT 131 LOT 132 LOT 133 LOT 134 LOT 135 LOT 136 LOT 137 LOT 138LOT 101 LOT 100 LOT 99 LOT 89 ST ST ST ST ST ST S T ST ST ST ST ST ST ST ST 0+ 0 0 1+ 0 0 2+0 0 3+00 10 + 0 0 11 + 0 0 12+ 0 0 13+00 14+0015+00 16+00 17+00 18+0 0 19+0 0 20+ 0 0 21 + 0 0 22 + 0 0 23 + 0 0 24 + 0 0 25 + 0 0 32 + 0 0 33 + 0 0 34 + 0 0 35 + 0 0 36+ 0 0 ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST S T ST ST ST ST ST ST ST ST S T ST ST ST ST ST ST ST ST ST ST ST S T S T S T S T S T S T ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STM MH 113 25+23.01, 24.33' RT.STM INLET 215 25+23.01, 13.25' LT. STM INLET 214 25+23.01, 13.25' RT. STM MH 122 18+03.58, 26.00' RT. STM MH 118 19+62.73, 26.00' RT. STM MH 111 21+37.36, 20.01' RT. STM MH 123 16+25.02, 26.00' RT. STM MH 103 3+52.64, 20.25' LT. STM MH 107 35+21.07, 21.32' LT. STM MH 104 2+65.68, 21.93' LT. STM MH 110 20+48.79, 19.25' RT. STM MH 108 32+28.36, 19.04' LT. STM INLET 211 20+48.79, 13.25' LT. STM INLET 210 20+48.79, 13.25' RT. STM MH 109 15+43.82, 19.25' LT. STM INLET 209 15+43.82, 13.25' LT. STM INLET 208 15+43.82, 13.25' RT. STM MH 105 33+27.17, 18.84' LT. STM INLET 205 1+92.89, 13.25' LT. STM MH 124 15+45.85, 26.00' RT. STM INLET 204 1+92.89, 13.25' RT. STM INLET 222 33+50.00, 13.25' RT. STM INLET 223 33+50.00, 13.25' LT. STM INLET 203 4+01.20, 13.25' LT. STM E.S. 301 0+76.02, 150.00 RT. STM MH 125 12+35.24, 26.12' LT. STM E.S. 303 21+61.26, 193.30 RT. STM INLET 206 11+84.59, 13.25' RT. STM INLET 207 11+84.59, 13.25' LT. STM MH 119 20+24.57, 227.09' RT. POND 4 OUTLET STRUCTURE 34+19.06, 232.98 LT. STM E.S. 302 34+80.47, 235.04' LT. STM E.S. 308 10+91.59, 37.10 RT. STM E.S. 306 11+84.59, 40.29 LT. STM E.S. 307 32+57.82, 202.92' LT. STM E.S. 304 20+48.62, 232.81 LT. STP-9 STP-10 STP-11 STP-7 STP-30 STP-28 STP-26 STP-31 STP-32 STP-34 STP-68 STP-16 STP-18 STP-20 STP-56 STP-58 STP-61 STP-25 STP-59 STP-53 STP-54 STP-24 STP-22 STP-39 STP-38 STP-69 STP-70 STP-71 STP-72 STP-74 STP-62 W W W W W W W W W W W W W W W W W W W W W W W SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN W W W W W STM MH 126 34+73.36, 215.05' LT. ST STPOND 2 OUTLET STRUCTURE 21+58.83, 235.49' RT. STM E.S. 309 21+22.61, 201.99 RT. W W W S T S T ST STM E.S. 310 2+03.25, 61.57' LT. STP-8 STM INLET 220 35+21.07, 13.68' RT. STM INLET 221 35+21.07, 13.25' LT. STP-52 ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST W STM MH 121 3+79.35, 194.26' LT. STM MH 120 2+45.67, 205.42' LT. TP-64 STP-65 POND 2A OUTLET STRUCTURE 2+59.19, 227.09' LT. STP-66 STP-67 133' OF 6" PVC SUMP LINE @ 0.250% 142' OF 6" PVC SUMP LINE @ 0.250% STP-33 ST ST ST ST ST ST ST ST ST ST ST ST W W W W W STM INLET 208A 15+48.69, 13.25' RT. STP-21 STM INLET 209A 15+48.96, 13.25' LT. STP-23 STM INLET 210A 20+53.66, 13.25' RT. STP-29 STM INLET 211A 20+53.93, 13.25' LT. STP-27 STM MH 112 22+45.09, 19.52' RT. STP-36 STM INLET 212 22+45.09, 13.23' RT. STP-35 STM INLET 213 22+45.09, 13.27' LT. STP-17 STM INLET 206A 11+90.07, 13.25' RT. STM INLET 207A 11+89.18, 13.25' LT. STP-19 STP-55 STM INLET 222A 33+55.00, 13.25' RT. STP-57 STM INLET 223A 33+55.00, 13.25' LT. ST ST ST ST ST ST ST ST ST ST ST POND 3 OUTLET STRUCTURE 12+35.17, 40.87' LT. STP-73 STP-77STP-75 STP-76 RETAINING WALL DISCHARGE 11+37.27, 24.83' LT. STP-60 STM MH 106 33+27.41, 204.04' LT. STP-63 Jul 10, 2014 ISSUE DATE SCALE SEAL PROJECT MANAGER PROJECT NUMBER SHEET ISSUED FOR BE L L E C H A S S E S U B D I V I S I O N ( P H A S E 3 ) MU S K E G O , W I S C O N S I N BE L L E C H A S S E P A R T N E R S , L L C 16 0 0 6 W . L I N C O L N A V E N U E WE S T A L L I S , W I 5 3 2 2 7 PR EPN 130288 1" = 50' 23 39 OF ST O R M S E W E R S Y S T E M M A P CL I E N T FR E E D O M A V E N U E MO R N I N G D O V E CO U R T TRUOC ECNEDNEPEDNI F R E E D O M A V E N U E 7/10/14 WL WLWL WL WL W L W L WL WL WL WL WL WL WL W L WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL W L W L WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL W L W L W LWL WL WL WL WL WL WL WL WL WL WL WL WL WL OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W EC EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C E L E C ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC EL E C OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW WETLANDS WETLANDS WETLANDS WETLANDS LOT 102 LOT 103 LOT 104 LOT 105 LOT 106 LOT 107 LOT 108 LOT 109 LOT 110 LOT 111 LOT 112 LOT 113 LOT 114 LOT 115 LOT 116 LOT 117 LOT 118 LOT 119 LOT 120 LOT 121 LOT 122 LOT 123 LOT 124 LOT 125 LOT 126 LOT 127 LOT 128 LOT 129 LOT 130 LOT 131 LOT 132 LOT 133 LOT 134 LOT 135 LOT 136 LOT 137 LOT 100 LOT 99 ST ST ST S T ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST 19+ 0 0 20+ 0 0 21 + 0 0 22 + 0 0 23 + 0 0 24 + 0 0 25 + 0 0 2 6 + 0 0 27+ 0 0 28+00 2 9 + 0 0 30 + 0 0 3+0 0 34 + 0 0 35 + 0 0 36+ 0 0 41+0 0 42+0 0 47+0 0 48+0 0 ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST S T S T S T S T ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST T S T S T S T S T ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST S STM MH 115 42+37.55, 20.59' LT. STM MH 114 WITH INLET GRATE 41+29.76, 13.25' LT. STM MH 113 25+23.01, 24.33' RT.STM INLET 215 25+23.01, 13.25' LT. STM INLET 214 25+23.01, 13.25' RT. STM MH 116 28+06.65, 25.47' LT. STM INLET 217 28+75.50, 13.25' RT. STM INLET 218 28+75.50, 13.25' LT. STM MH 117 (72'' DIA.) 28+94.51, 25.73' LT. STM INLET 219 29+12.47, 151.07' LT. STM MH 118 19+62.73, 26.00' RT. STM MH 111 21+37.36, 20.01' RT. 3 52.64, 20.25 LT. STM MH 107 35+21.07, 21.32' LT. STM MH 110 20+48.79, 19.25' RT. STM INLET 211 20+48.79, 13.25' LT. STM INLET 210 20+48.79, 13.25' RT. 100 LT. STM MH 105 33+27.17, 18.84' LT. STM INLET 222 33+50.00, 13.25' RT. STM INLET 223 33+50.00, 13.25' LT. STM INLET 203 4+01.20, 13.25' LT. STM E.S. 303 21+61.26, 193.30 RT. 20+24.57, 227.09' RT. POND 4 OUTLET STRUCTURE 34+19.06, 232.98 LT. STM E.S. 302 34+80.47, 235.04' LT. STM E.S. 304 20+48.62, 232.81 LT. STP-7 P-14 STP-30 STP-28 STP-26 STP-31 STP-32 STP-34 STP-40 STP-43 STP-44 STP-49 STP-68 STP-56 STP-61 STP-53 STP-54 STP-39 STP-38 STP-48 STP-46 STP-42 STP-69 STP-51 STP-62 W W W W W W W W W W W W W W W W SA N SA N SA N SAN SAN SAN SAN SAN SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN SA N SA N SA N SA N SA N SA N SA N SA N S A N SA N SAN SAN SA N SAN SAN SAN SAN SA N SA N SAN SAN SAN SAN W W W W W W STM MH 126 34+73.36, 215.05' LT. STM INLET 219A 48+51.31, 0.00' ST STPOND 2 OUTLET STRUCTURE 21+58.83, 235.49' RT. STM E.S. 309 21+22.61, 201.99 RT. W W W STSTM INLET 220 35+21.07, 13.68' RT. STM INLET 221 35+21.07, 13.25' LT. STP-52 W W W W ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST W STM MH 121 3+79.35, 194.26' LT. STM MH 120 2+45.67, 205.42' LT. STP-64 STP-65 POND 2A OUTLET STRUCTURE 2+59.19, 227.09' LT. STP-66 STP-67 133' OF 6" PVC SUMP LINE @ 0.250% 142' OF 6" PVC SUMP LINE @ 0.250% STP-33 92' OF 6" PVC SUMP LINE @ 0.250% W W ST ST ST ST ST ST ST ST ST ST ST ST S T W W W W W STM INLET 210A 20+53.66, 13.25' RT. STP-29 STM INLET 211A 20+53.93, 13.25' LT. STP-27 STM MH 112 22+45.09, 19.52' RT. STP-36 STM INLET 212 22+45.09, 13.23' RT. STP-35 STM INLET 213 22+45.09, 13.27' LT. STP-55 STM INLET 222A 33+55.00, 13.25' RT. STP-57 STM INLET 223A 33+55.00, 13.25' LT. STM INLET 216 26+13.47, 19.61' RT. STP-41 STP-45 STM INLET 217A 28+70.02, 13.25' RT. STM INLET 218A 28+70.91, 13.25' LT. STP-47 ST ST ST ST ST ST ST ST STM E.S. 312 30+59.33, 38.29' LT. STP-50 STM E.S. 311 30+63.44, 37.60' RT. STP-60 STP-63 Jul 10, 2014 ISSUE DATE SCALE SEAL PROJECT MANAGER PROJECT NUMBER SHEET ISSUED FOR BE L L E C H A S S E S U B D I V I S I O N ( P H A S E 3 ) MU S K E G O , W I S C O N S I N BE L L E C H A S S E P A R T N E R S , L L C 16 0 0 6 W . L I N C O L N A V E N U E WE S T A L L I S , W I 5 3 2 2 7 PR EPN 130288 1" = 50' 24 39 OF ST O R M S E W E R S Y S T E M M A P CL I E N T FR E E D O M A V E N U E MO R N I N G D O V E C O U R T FOX R U N C OUR T HUNTER S H ILL CO U R T 7/10/14 GEOBLOCK 5150 SYSTEM 20' WIDE POROUS PAVEMENT (INSTALL PER MANUFACTURERS RECOMMENDATIONS) W W W W W W W W W W W W W W W GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S ST OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN T T T T C C TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TEL TEL SA N SA N SA N SA N SANTEL TEL TELTEL TEL TEL TEL TEL TEL TEL TE L TE L CELECELECELECELECELECELECELECELECELECELECELECELECELECELECEL E C EL E C TV TVTVTV TVTV LTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTEL SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SA SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN TEL TEL TEL TEL TEL TE W W W W W W W W W W W W W W W W W W LOT 88 LOT 102 LOT 101LOT 100 LOT 99 LOT 98 LOT 97 LOT 96 LOT 95 LOT 94 LOT 93 LOT 92 LOT 91 LOT 90 LOT 89 ST ST S T S T ST ST ST ST ST ST ST ST ST S T S T S T 0+ 0 0 1+ 0 0 2+0 0 3+00 4+00 5+00 6+00 7+00 ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTSTSTSTSTSTSTSTST ST ST ST ST ST ST ST ST ST ST STM MH 104 2+65.68, 21.93' LT. RIM=781.53' 12" NE INV. IN=777.43' 12" W INV. OUT=777.43' STM MH 101 4+01.20, 20.25' LT. RIM=780.65' 21" N INV. IN=776.61' 18" W INV. IN=777.03' 18" E INV. IN=777.03' 21" S INV. OUT=776.61' 97.81' OF 12" RCP @ S=0.26% W W W W W W W SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N SA N STM MH 102 5+88.34, 20.25' LT. RIM=782.43' 15" N INV. IN=777.53' 18" E INV. OUT=777.28' 187.14' OF 18" RCP @ S=0.13% S T S T ST ST ST ST ST ST ST W W W W W W W 48.56' OF 18" RCP @ S=0.30% STM E.S. 310 2+03.25, 61.57 LT. 12" INV.=777.84' STM INLET 205 1+92.89, 13.25' LT. TOC=780.17' 12" NW INV. IN=777.65' 12" SE INV. IN=777.65' 12" SW INV. OUT=777.65' 50.00' OF 12" RCP @ S=0.38% 80.97' OF 12" RCP @ S=0.27% STM MH 103 3+52.64, 20.25' LT. RIM=781.10' 15" N INV. IN=777.41' 12" E INV. IN=777.17' 18" W INV. OUT=777.17' 136.40' OF 6" PVC SUMP LINE @ 0.250% STM INLET 204 1+92.89, 13.25' RT. TOC=780.17' 12" SE INV. OUT=777.73' 26.50' OF 12" RCP @ S=0.30% PC STA.=1+16.99 PT STA.=3+52.61 RAD.=150.00' LEN.=235.62' Δ=90°00'00" 760 765 770 775 780 785 790 795 760 765 770 775 780 785 790 795 77 6 . 8 0 77 6 . 2 4 77 6 . 3 6 77 7 . 1 9 77 7 . 5 0 77 8 . 7 6 78 0 . 0 2 78 0 . 7 1 78 0 . 7 4 78 0 . 7 8 78 1 . 1 4 78 1 . 4 0 78 1 . 6 7 78 1 . 7 7 78 1 . 8 0 77 7 . 1 7 77 8 . 2 1 77 9 . 2 5 78 0 . 3 0 78 1 . 2 4 78 1 . 4 8 78 1 . 0 1 78 0 . 5 6 78 0 . 9 5 78 1 . 4 5 78 1 . 9 5 78 2 . 4 5 78 2 . 9 5 0+001+002+003+004+005+006+007+00 -1.13% 1.00% 2.08% 1.00% VP I S T A . = 0 + 2 8 . 6 3 VP I E L . = 7 7 6 . 7 2 ' VP I S T A . = 6 + 4 6 . 6 9 VP I E L . = 7 8 2 . 9 2 ' VP I S T A . = 6 + 8 8 . 6 9 VP I E L . = 7 8 3 . 3 4 ' PVI STA. = 2+75.00 PVI EL. = 781.86' K = 31.130 VCL = 100.00' VPC STA. = 2+25.00 VPC EL. = 780.82' VPT STA. = 3+25.00 VPT EL. = 781.30' H.P. STA. = 2+89.90 H.P. EL. = 781.49' PVI STA. = 4+00.00 PVI EL. = 780.45' K = 18.802 VCL = 40.00' VPC STA. = 3+80.00 VPC EL. = 780.68' VPT STA. = 4+20.00 VPT EL. = 780.65' L.P. STA. = 4+01.20 L.P. EL. = 780.56' ST M M H 1 0 2 5+ 8 8 . 3 4 , 2 0 . 2 5 ' L T . RI M = 7 8 2 . 4 3 ' 15 " N I N V . I N = 7 7 7 . 5 3 ' 18 " E I N V . O U T = 7 7 7 . 2 8 ' STP-3 187.14' OF 18" RCP @ S=0.13% ST M M H 1 0 1 4+ 0 1 . 2 0 , 2 0 . 2 5 ' L T . RI M = 7 8 0 . 6 5 ' 21 " N I N V . I N = 7 7 6 . 6 1 ' 18 " W I N V . I N = 7 7 7 . 0 3 ' 18 " E I N V . I N = 7 7 7 . 0 3 ' 21 " S I N V . O U T = 7 7 6 . 6 1 ' ST M M H 1 0 3 3+ 5 2 . 6 4 , 2 0 . 2 5 ' L T . RI M = 7 8 1 . 1 0 ' 15 " N I N V . I N = 7 7 7 . 4 1 ' 12 " E I N V . I N = 7 7 7 . 1 7 ' 18 " W I N V . O U T = 7 7 7 . 1 7 ' STP-11 97.81' OF 12" RCP @ S=0.26% ST M M H 1 0 4 2+ 6 5 . 6 8 , 2 1 . 9 3 ' L T . RI M = 7 8 1 . 5 3 ' 12 " N E I N V . I N = 7 7 7 . 4 3 ' 12 " W I N V . O U T = 7 7 7 . 4 3 ' STP-10 80.97' OF 12" RCP @ S=0.27% STP-13 48.56' OF 18" RCP @ S=0.30% ST M I N L E T 2 0 5 1+ 9 2 . 8 9 , 1 3 . 2 5 ' L T . RI M = 7 7 9 . 8 8 ' 12 " N W I N V . I N = 7 7 7 . 6 5 ' 12 " S E I N V . I N = 7 7 7 . 6 5 ' 12 " S W I N V . O U T = 7 7 7 . 6 5 ' SEE SHEET 25 FOR OUTFALL SEE SHEET 25 FOR LATERAL SEE SHEET 25 FOR LATERAL SEE SHEET 25 FOR LATERAL Jul 10, 2014 ISSUE DATE SCALE SEAL PROJECT MANAGER PROJECT NUMBER SHEET ISSUED FOR BE L L E C H A S S E S U B D I V I S I O N ( P H A S E 3 ) MU S K E G O , W I S C O N S I N BE L L E C H A S S E P A R T N E R S , L L C 16 0 0 6 W . L I N C O L N A V E N U E WE S T A L L I S , W I 5 3 2 2 7 PR EPN 130288 1" = 40' 25 39 OF ST O R M S E W E R PL A N & P R O F I L E CL I E N T INDEPENDENC E C O U R T 242.10' SPOIL BACKFILL PERMITTED PROPOSED CENTERLINE PROFILE RD1EXISTING CENTERLINE PROFILE RD1 23.80' SPOIL BACKFILL 70.58' GRAVEL BACKFILL STM. LATERAL (TYP.) STM. LATERAL (TYP.) IN D E P E N D E N C E C O U R T 7/10/14 EE N G L E N I R NOI S S P R F O E A Mc SHANE DRI V E DU R H A M D R I V E 60.0' 60 . 0 ' 50.0'50.0' 33 . 0 ' 50 . 1 ' R/L RD1 78.00' GRAVEL BACKFILL R2 2 . 5 ' R22.5 ' R45 . 0 ' R 4 5 . 5 ' R 4 4 . 5 ' GEOBLOCK 5150 SYSTEM 20' WIDE POROUS PAVEMENT (INSTALL PER MANUFACTURERS RECOMMENDATIONS) W W W W W W W W W W W W W SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN ST OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW O OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW SA N SAN SAN SAN SAN SAN SAN SAN SAN ST ST ST ST ST ST T T GA S G A S GA S GA S GA S GA S GA S E L E C EL E C ELE C EL E C EL E C TE L TE L TEL TEL T E L EL E C EL E C EL E C SAN TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL SAN SAN TEL ELE C ELE C ELE C L TE L TE L TE L TE L T E L T E L TEL T E L S A N S A N S A N S A N S A N S A N S A N S A N S A N S A N S A N S A N S A N S A N S A N S A N S A N S A N S A N S A N S A N S A N S A N S A N S A N S A N S A N S A N S A N S A N S A N S A N S A N S A N S A N S A N W W W W W W W W W W W W W W W W W W W L O L O T 1 0 0 LOT 99 LOT 98 L O T 9 7 LOT 96 LOT 95 LOT 91 L O T 9 0 L O T 8 9 T ST ST ST S T S T ST ST ST ST S T S T ST ST ST 0+0 0 1+0 0 2+00 3+00 4+ 0 0 5+ 0 0 6+ 0 0 00 SAN SAN SAN SA N SA N SA N S A N S A N SA N S A N S A N SA N S A N S A N S A N SA N S A N SAN SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N S A N S A N SAN SAN SAN SAN W W W W W W W W W W W W W W ST ST ST ST ST ST ST ST ST ST S T ST ST ST ST ST ST ST ST S T S T ST S T S T S T S T S T S T S T S T S T ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STM INLET 200 5+88.34, 14.04' R TOC=782.36' 12" S INV. OUT=777.93' STM E.S. 300 4+50.08, 227.25 L 21" INV.=775.50' 28.11' OF 12" RCP @ S=0.50% STM INLET 201 5+88.34, 14.07' L TOC=782.36' 12" N INV. IN=777.79' 15" S INV. OUT=777.54' 6.18' OF 15" RCP @ S=0.16% STM MH 102 5+88.34, 20.25' L RIM=782.43' 15" N INV. IN=777.53' 18" E INV. OUT=777.28' STM INLET 202A 4+06.20, 13.25' R TOC=780.59' 12" E INV. OUT=777.00' STM INLET 202 4+01.20, 13.25' R TOC=780.58' 12" W INV. IN=776.98' 18" S INV. OUT=776.98' 5.00' OF 12" RCP @ S=0.50% 26.50' OF 18" RCP @ S=0.38% STM INLET 203A 4+06.20, 13.25' L TOC=780.59' 12" E INV. OUT=776.90' STM INLET 203 4+01.20, 13.25' L TOC=780.58' 18" N INV. IN=776.88' 12" W INV. IN=776.88' 21" S INV. OUT=776.63' 5.00' OF 12" RCP @ S=0.50% 7.00' OF 21" RCP @ S=0.29% STM MH 101 4+01.20, 20.25' L RIM=780.65' 21" N INV. IN=776.61' 18" W INV. IN=777.03' 18" E INV. IN=777.03' 21" S INV. OUT=776.61' 180.38' OF 21" RCP @ S=0.47% STM MH 100 4+01.51, 200.63' L RIM=780.56' 21" N INV. IN=775.76' 21" SW INV. OUT=775.76' 55.38' OF 21" RCP @ S=0.47% STM E.S. 301 0+76.02, 150.00 R 15" INV.=777.79' 211.22' OF 15" RCP @ S=0.18% STM MH 103 3+52.64, 20.25' L RIM=781.10' 15" N INV. IN=777.41' 12" E INV. IN=777.17' 18" W INV. OUT=777.17' STM E.S. 310 2+03.25, 61.57 L 12" INV.=777.84' 50.00' OF 12" RCP @ S=0.38% STM INLET 205 1+92.89, 13.25' L TOC=780.17' 12" NW INV. IN=777.65' 12" SE INV. IN=777.65' 12" SW INV. OUT=777.65' 26.50' OF 12" RCP @ S=0.30% STM INLET 204 1+92.89, 13.25' R TOC=780.17' 12" SE INV. OUT=777.73' PC STA.=1+16.99 PT STA.=3+52.61 RAD.=150.00' LEN.=235.62' Δ=90°00'00" 755 760 765 770 775 780 785 790 755 760 765 770 775 780 785 790 755 760 765 770 775 780 785 790 755 760 765 770 775 780 785 790 755 760 765 770 775 780 785 790 755 760 765 770 775 780 785 790 78 0 . 7 0 78 0 . 8 9 78 1 . 9 4 78 1 . 4 8 78 1 . 4 7 77 9 . 4 8 78 0 . 7 0 78 0 . 8 9 78 1 . 9 4 78 1 . 4 8 78 1 . 4 7 77 9 . 4 8 -0+500+001+002+003+00 755 760 765 770 775 780 785 790 755 760 765 770 775 780 785 790 77 7 . 7 5 77 7 . 1 4 77 7 . 9 4 77 9 . 8 8 -0+500+001+00 77 6 . 4 1 77 9 . 2 4 78 0 . 1 4 78 0 . 3 9 78 0 . 8 9 77 7 . 9 7 78 1 . 2 1 78 2 . 4 9 78 1 . 4 9 78 0 . 8 0 -0+250+001+002+002+50 78 1 . 6 4 78 2 . 0 7 -0+500+000+75 ST M M H 1 0 2 5+ 8 8 . 3 4 , 2 0 . 2 5 ' L RI M = 7 8 2 . 4 3 ' 15 " N I N V . I N = 7 7 7 . 5 3 ' 18 " E I N V . O U T = 7 7 7 . 2 8 ' STP-2 6.18' OF 15" RCP @ S=0.16% ST M I N L E T 2 0 1 5+ 8 8 . 3 4 , 1 4 . 0 7 ' L TO C = 7 8 2 . 3 6 ' 12 " N I N V . I N = 7 7 7 . 7 9 ' 15 " S I N V . O U T = 7 7 7 . 5 4 ' STP-1 28.11' OF 12" RCP @ S=0.50% ST M I N L E T 2 0 0 5+ 8 8 . 3 4 , 1 4 . 0 4 ' R TO C = 7 8 2 . 3 6 ' 12 " S I N V . O U T = 7 7 7 . 9 3 ' STP-15 55.38' OF 21" RCP @ S=0.47% ST M M H 1 0 0 4+ 0 1 . 5 1 , 2 0 0 . 6 3 ' L RI M = 7 8 0 . 5 6 ' 21 " N I N V . I N = 7 7 5 . 7 6 ' 21 " S W I N V . O U T = 7 7 5 . 7 6 ' STP-14 180.38' OF 21" RCP @ S=0.47% ST M M H 1 0 1 4+ 0 1 . 2 0 , 2 0 . 2 5 ' L RI M = 7 8 0 . 6 5 ' 21 " N I N V . I N = 7 7 6 . 6 1 ' 18 " W I N V . I N = 7 7 7 . 0 3 ' 18 " E I N V . I N = 7 7 7 . 0 3 ' 21 " S I N V . O U T = 7 7 6 . 6 1 ' STP-7 7.00' OF 21" RCP @ S=0.29% ST M I N L E T 2 0 3 4+ 0 1 . 2 0 , 1 3 . 2 5 ' L TO C = 7 8 0 . 5 8 ' 18 " N I N V . I N = 7 7 6 . 8 8 ' 12 " W I N V . I N = 7 7 6 . 8 8 ' 21 " S I N V . O U T = 7 7 6 . 6 3 ' STP-5 26.50' OF 18" RCP @ S=0.38% ST M I N L E T 2 0 2 4+ 0 1 . 2 0 , 1 3 . 2 5 ' R TO C = 7 8 0 . 5 8 ' 12 " W I N V . I N = 7 7 6 . 9 8 ' 18 " S I N V . O U T = 7 7 6 . 9 8 ' ST M M H 1 0 3 3+ 5 2 . 6 4 , 2 0 . 2 5 ' L RI M = 7 8 1 . 1 0 ' 15 " N I N V . I N = 7 7 7 . 4 1 ' 12 " E I N V . I N = 7 7 7 . 1 7 ' 18 " W I N V . O U T = 7 7 7 . 1 7 ' STP-12 211.22' OF 15" RCP @ S=0.18% ST M I N L E T 2 0 4 1+ 9 2 . 8 9 , 1 3 . 2 5 ' R RI M = 7 7 9 . 8 8 ' 12 " S E I N V . O U T = 7 7 7 . 7 3 ' ST M I N L E T 2 0 5 1+ 9 2 . 8 9 , 1 3 . 2 5 ' L RI M = 7 7 9 . 8 8 ' 12 " N W I N V . I N = 7 7 7 . 6 5 ' 12 " S E I N V . I N = 7 7 7 . 6 5 ' 12 " S W I N V . O U T = 7 7 7 . 6 5 ' ST M E . S . 3 0 0 4+ 5 0 . 0 8 , 2 2 7 . 2 5 ' L RI M = 7 7 7 . 4 2 ' 21 " N E I N V . I N = 7 7 5 . 5 0 ' ST M E . S . 3 0 1 0+ 7 6 . 0 2 , 1 5 0 . 0 0 ' R RI M = 7 7 9 . 0 4 ' 15 " S I N V . O U T = 7 7 7 . 7 9 ' ST M E . S . 3 1 0 2+ 0 3 . 2 5 , 6 1 . 5 7 ' L RI M = 7 7 9 . 0 9 ' 12 " N W I N V . O U T = 7 7 7 . 8 4 ' STP-8 50.00' OF 12" RCP @ S=0.38% STP-9 26.50' OF 12" RCP @ S=0.30% 8" PROPOSED WATER MAIN 8" PROPOSED WATER MAIN 8" PROPOSED SANITARY SEWER8" PROPOSED SANITARY SEWER 8" PROPOSED WATER MAIN 8" PROPOSED WATER MAIN 8" PROPOSED SANITARY SEWER Jul 10, 2014 ISSUE DATE SCALE SEAL PROJECT MANAGER PROJECT NUMBER SHEET ISSUED FOR BE L L E C H A S S E P A R T N E R S , L L C 16 0 0 6 W . L I N C O L N A V E N U E WE S T A L L I S , W I 5 3 2 2 7 PR EPN 130288 1" = 40' 26 39 OF CL I E N T INDEPEN D E N C E C O U R T 235.76' SPOIL BACKFILL PERMITTED PROPOSED GROUND PROPOSED GROUNDPROPOSED GROUND EXISTING GROUND EXISTING GROUND 29.50' GRAVEL BACKFILL 33.50' GRAVEL BACKFILL 211.22' SPOIL BACKFILL PERMITTED 47.00' SPOIL BACKFILL PERMITTED 7/10/14 PROPOSED GROUND EXISTING GROUND EXISTING GROUND DU R H A M D R I V E 50. 0 ' 50. 0 ' M c S H A N E D R I V E 33.0 ' 50.1 ' 60 . 0 ' 60.0 ' I N D E P E N D E N C E D R I V E 30 . 0 ' 30 . 0 ' 34.29' GRAVEL BACKFILL R/L RD1 PON D 2 A POND 1 BE L L E C H A S S E S U B D I V I S I O N ( P H A S E 3 ) MU S K E G O , W I S C O N S I N ST O R M S E W E R P L A N & P R O F I L E IN D E P E N D E N C E C O U R T & D R A I N A G E E A S E M E N T R22.5' R 2 2 . 5 ' GEOBLOCK 5150 SYSTEM 20' WIDE POROUS PAVEMENT (INSTALL PER MANUFACTURERS RECOMMENDATIONS) GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GA S GAS GAS GAS ST ST ST ST ST WL W L W L WL ST ST ST WL WL L W L W L WL W L WL WL OH W OH W OH W OH W OHW OHW OHW OHW OH W OH W OH W OH W OH W OH W OHW OHW ST T ELE C ELE C TEL TEL W W SAN SAN SA N SAN SA N SAN SAN SAN SAN SAN SA N SAN SAN SAN SA N SAN SA N SAN SAN SAN SAN SAN ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C W W W W W W W W S LO T 8 2 LO T 8 3 LO T 8 4 LO T 8 5 LO T 8 6 LO T 8 7 LO T 8 8 LO T 1 0 2 LO T 1 0 3 LO T 1 2 3 LO T 1 2 4 LO T 1 2 5 LOT 1 2 6 LO T 1 2 7 LO T 1 2 8 LO T 1 2 9 LO T 1 3 8 10+ 0 0 11+ 0 0 12+00 13+00 14+ 0 0 15+ 0 0 16+00 17+0018+00 19+00 20+00 21+0 0 22+0 0 32+ 0 0 33+ 0 0 00 S T S T S T S T S T S T S T S T S T S T S T S T ST ST ST ST ST ST ST ST ST ST ST ST ST ST S T S T S T S T S T S T S T S T S T ST S T ST ST ST ST S T S T ST ST ST ST ST ST ST ST S ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STM MH 122 18+03.58, 26.00' RT. RIM=783.59' 18" SW INV. IN=773.50' 18" E INV. OUT=773.50' STM MH 118 19+62.73, 26.00' RT. RIM=782.09' 18" W INV. IN=773.84' 18" NE INV. OUT=773.84' STM MH 123 16+25.02, 26.00' RT. RIM=781.56' 18" W INV. IN=773.12' 18" E INV. OUT=773.12' STM MH 124 15+45.85, 26.00' RT. RIM=780.74' 18" W INV. IN=772.95' 18" E INV. OUT=772.95' STM MH 125 12+35.24, 26.12' LT. RIM=778.33' 18" W INV. IN=772.29' 18" SE INV. IN=770.13' 30" NE INV. OUT=772.22' 166.72' OF 18" RCP @ S=0.20% 186.85' OF 18" RCP @ S=0.20% 83.20' OF 18" RCP @ S=0.20% 317.72' OF 18" RCP @ S=0.21% 45.03' OF 30" RCP @ S=0.22% SAN SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN W W W W W W W W W W W W W W W W W W W W W W W W W W W ST W W W S T ST ST ST ST ST ST ST ST ST W W STM MH 127 (96'' DIA.) 11+96.63, 24.51' LT. RIM=777.91' 30" SW INV. IN=772.12' 18" N INV. OUT=772.12' 18" N INV. OUT=772.12' 18" N INV. OUT=772.12' RETAINING WALL DISCHARGE (3-18" RCP) 11+37.27, 24.83 LT. (3) 18" INV.=771.96' PC STA.=11+19.85 PT STA.=13+53.10 RAD.=150.00' LEN.=233.25' Δ=89°05'38" PC STA.=15+38.10 PT STA.=21+33.22 RAD.=500.00' LEN.=595.12' Δ=68°11'45" 64.28' OF (3) 18" RCP @ S=0.25% 757 760 765 770 775 780 785 790 757 760 765 770 775 780 785 790 PROPOSED RETAINING WALL RE T A I N I N G W A L L D I S C H A R G E 11 + 3 7 . 2 7 , 2 4 . 8 3 ' L T . (3 ) 1 8 " S I N V . = 7 7 1 . 9 6 ' 77 8 . 5 0 77 5 . 6 8 77 4 . 9 6 77 5 . 6 3 77 5 . 5 3 77 5 . 4 0 77 5 . 7 6 77 6 . 1 6 77 6 . 8 4 77 7 . 8 9 77 8 . 8 3 78 0 . 4 2 77 9 . 7 2 77 9 . 7 2 77 9 . 7 8 77 9 . 8 6 78 0 . 0 3 77 9 . 9 9 78 0 . 1 5 78 0 . 8 7 78 1 . 4 8 78 0 . 9 1 78 0 . 6 4 78 1 . 1 3 77 8 . 4 9 77 8 . 4 5 77 7 . 9 0 77 7 . 7 4 77 8 . 3 9 77 9 . 4 4 78 0 . 4 9 78 1 . 3 6 78 1 . 1 7 78 0 . 7 9 78 0 . 5 4 78 1 . 0 4 78 1 . 6 6 78 2 . 2 8 78 2 . 9 0 78 3 . 3 8 78 3 . 0 2 78 2 . 5 1 78 2 . 0 1 78 1 . 5 0 78 1 . 1 3 78 1 . 5 6 78 2 . 1 1 9+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0021+50 0.96% -1.11% 2.10% -0.75% 1.24%-1.01% VP I S T A . = 1 0 + 2 8 . 2 6 VP I E L . = 7 7 8 . 2 8 ' PVI STA. = 10+75.00 PVI EL. = 778.73' K = 24.265 VCL = 50.30' VPC STA. = 10+49.85 VPC EL. = 778.49' VPT STA. = 11+00.15 VPT EL. = 778.45' H.P. STA. = 10+73.21 H.P. EL. = 778.60' PVI STA. = 14+00.00 PVI EL. = 781.54' K = 17.549 VCL = 50.00' VPC STA. = 13+75.00 VPC EL. = 781.02' VPT STA. = 14+25.00 VPT EL. = 781.35' H.P. STA. = 14+11.84 H.P. EL. = 781.40' PVI STA. = 18+00.00 PVI EL. = 783.52' K = 22.202 VCL = 50.00' VPC STA. = 17+75.00 VPC EL. = 783.21' VPT STA. = 18+25.00 VPT EL. = 783.27' H.P. STA. = 18+02.59 H.P. EL. = 783.38'PVI STA. = 12+00.00 PVI EL. = 777.34' K = 31.161 VCL = 100.00' VPC STA. = 11+50.00 VPC EL. = 777.90' VPT STA. = 12+50.00 VPT EL. = 778.39' L.P. STA. = 11+84.59 L.P. EL. = 777.71' PVI STA. = 15+50.00 PVI EL. = 780.42' K = 25.091 VCL = 50.00' VPC STA. = 15+25.00 VPC EL. = 780.60' VPT STA. = 15+75.00 VPT EL. = 780.73' L.P. STA. = 15+43.82 L.P. EL. = 780.53' PVI STA. = 20+50.00 PVI EL. = 781.00' K = 23.570 VCL = 50.00' VPC STA. = 20+25.00 VPC EL. = 781.25' VPT STA. = 20+75.00 VPT EL. = 781.28' L.P. STA. = 20+48.79 L.P. EL. = 781.13' ST M M H 1 2 5 12 + 3 5 . 2 4 , 2 6 . 1 2 ' L T . RI M = 7 7 8 . 3 3 ' 18 " W I N V . I N = 7 7 2 . 2 9 ' 18 " S E I N V . I N = 7 7 0 . 1 3 ' 30 " N E I N V . O U T = 7 7 2 . 2 2 ' STP-72 317.72' OF 18" RCP @ S=0.21% ST M M H 1 2 4 15 + 4 5 . 8 5 , 2 6 . 0 0 ' R T . RI M = 7 8 0 . 7 4 ' 18 " W I N V . I N = 7 7 2 . 9 5 ' 18 " E I N V . O U T = 7 7 2 . 9 5 ' STP-71 83.20' OF 18" RCP @ S=0.20% ST M M H 1 2 3 16 + 2 5 . 0 2 , 2 6 . 0 0 ' R T . RI M = 7 8 1 . 5 6 ' 18 " W I N V . I N = 7 7 3 . 1 2 ' 18 " E I N V . O U T = 7 7 3 . 1 2 ' STP-70 186.85' OF 18" RCP @ S=0.20% ST M M H 1 2 2 18 + 0 3 . 5 8 , 2 6 . 0 0 ' R T . RI M = 7 8 3 . 5 9 ' 18 " S W I N V . I N = 7 7 3 . 5 0 ' 18 " E I N V . O U T = 7 7 3 . 5 0 ' STP-69 166.72' OF 18" RCP @ S=0.20% ST M M H 1 1 8 19 + 6 2 . 7 3 , 2 6 . 0 0 ' R T . RI M = 7 8 2 . 0 9 ' 18 " W I N V . I N = 7 7 3 . 8 4 ' 18 " N E I N V . O U T = 7 7 3 . 8 4 ' STP-74 45.03' OF 30" RCP @ S=0.22% ST M M H 1 2 7 ( 9 6 ' ' D I A . ) 11 + 9 6 . 6 3 , 2 4 . 5 1 ' L T . RI M = 7 7 7 . 9 1 ' 30 " S W I N V . I N = 7 7 2 . 1 2 ' 18 " N I N V . O U T = 7 7 2 . 1 2 ' 18 " N I N V . O U T = 7 7 2 . 1 2 ' 18 " N I N V . O U T = 7 7 2 . 1 2 ' STP-76 64.28' OF (3) 18" RCP @ S=0.25% SEE SHEET 27 FOR LATERAL 12" PROPOSED WATER MAIN 18" PROPOSED STORM SEWER Jul 10, 2014 ISSUE DATE SCALE SEAL PROJECT MANAGER PROJECT NUMBER SHEET ISSUED FOR BE L L E C H A S S E P A R T N E R S , L L C 16 0 0 6 W . L I N C O L N A V E N U E WE S T A L L I S , W I 5 3 2 2 7 PR EPN 130288 1" = 40' 27 39 OF CL I E N T MO R N I N G D O V E C O U R T FREEDOM A V E N U E PROPOSED CENTERLINE PROFILE RD2 EXISTING CENTERLINE PROFILE RD2 122.69' SPOIL BACKFILL PERMITTED 61.92' GRAVEL BACKFILL 679.19' SPOIL BACKFILL PERMITTED STM. LATERAL (TYP.) 7/10/14 Mc S H A N E D R I V E 33 . 0 ' 50. 0 ' FR E E D O M AV E N U E 60.0 'BL U H M DR I V E 60.0 ' 60.0 ' 6 0 . 0 ' 60 . 0 ' 60.0' 30 . 0 ' 30 . 0 ' R/L RD2 PO N D 3 R/L RD3 FRE E D O M A V E N U E POND 2B BE L L E C H A S S E S U B D I V I S I O N ( P H A S E 3 ) MU S K E G O , W I S C O N S I N ST O R M S E W E R PL A N & P R O F I L E FR E E D O M A V E N U E R 1 7 . 5 ' R17.5' R 2 2 . 5 ' R22.5' PROPOSED RETAINING WALL WL WLWL W L W L W L WL WL WL WL W L W L WL W L WL WL T T T T C C TEL ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELEC ELEC ELEC ELE C ELE C ELE C ELE C ELE C ELE C ELE C TV TV TV TV TV TV TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL SAN SAN SAN SAN N SAN SAN SAN SAN WE T L A N D S WE T L A N D S WE T L A N D S LO T 8 6 LO T 8 7 LO T 8 8 LO T 1 0 2 LO T 1 0 3 LO T 1 0 4 LOT 1 2 5 LO T 1 2 6 LO T 1 2 7 LO T 1 2 8 LO T 1 0 1 LO T 1 0 0 LOT 9 9 16+00 17+0018+00 19+00 20+00 21+0 0 ST ST ST ST S ST ST S T S T S T S T ST ST ST ST ST S T ST ST S T ST ST S T ST ST S T S T S T S T S T S T S T S T S T S T ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STM MH 118 19+62.73, 26.00' RT. RIM=782.09' 18" W INV. IN=773.84' 18" NE INV. OUT=773.84' AN SA N SA N SAN SAN SAN SAN SAN SAN SAN S A N S A N S A N S A N S A N S A N S A N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN S A N S A N S A N W W W W W W ST ST W W W STM MH 119 20+24.57, 227.09 RT. 18" INV.=774.28' 18" INV.=774.28' 215.12' OF 18" RCP @ S=0.20% W ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST POND 1 OUTLET STRUCTURE 4+30.13, 235.66' LT. TOP OF RISER=778.00' 4" ORIFICE=775.20' 12" NE INV.=775.20' 65.52' OF 12" RCP @ S=0.21% STM MH 121 3+79.35, 194.26' LT. RIM=780.34' 12" SW INV. IN=775.06' 12" E INV. OUT=775.06' 269.94' OF 12" RCP @ S=0.20% STM MH 120 2+45.67, 205.42' LT. RIM=777.02' 12" W INV. IN=774.52' 12" S INV. IN=775.56' 18" E INV. OUT=774.51' 111.43' OF 18" RCP @ S=0.21% 39.46' OF 12" RCP @ S=0.61%POND 2A OUTLET STRUCTURE 2+59.19, 227.09' LT. TOP OF RISER=778.60' 4" ORIFICE=775.80' 12" N INV.=775.80' 0+00 1+00 2+00 3+00 4+00 5+ 0 0 6+ 0 0 W W PC STA.=15+38.10 PT STA.=21+33.22 RAD.=500.00' LEN.=595.12' Δ=68°11'45" 755 760 765 770 775 780 785 790 755 760 765 770 775 780 785 790 77 6 . 9 9 78 0 . 3 7 77 8 . 7 8 77 8 . 4 8 77 8 . 2 0 77 8 . 2 5 77 7 . 9 8 77 7 . 8 3 77 7 . 8 8 77 8 . 1 5 77 7 . 6 4 77 7 . 0 8 77 6 . 7 3 77 7 . 6 5 78 0 . 1 5 77 9 . 2 8 77 8 . 4 2 77 9 . 4 7 77 9 . 0 9 77 7 . 8 6 77 7 . 2 3 77 8 . 0 7 77 8 . 9 2 77 9 . 9 3 77 9 . 9 1 78 0 . 0 6 78 1 . 3 9 -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+50 PO N D 1 O U T L E T S T R U C T U R E 4+ 3 0 . 1 3 , 2 3 5 . 6 6 ' L T . TO P O F R I S E R = 7 7 8 . 0 0 ' 4" O R I F I C E = 7 7 5 . 2 0 ' 12 " N E I N V . = 7 7 5 . 2 0 ' STP-64 65.52' OF 12" RCP @ S=0.21% ST M M H 1 2 1 3+ 7 9 . 3 5 , 1 9 4 . 2 6 ' L T . RI M = 7 8 0 . 3 4 ' 12 " S W I N V . I N = 7 7 5 . 0 6 ' 12 " E I N V . O U T = 7 7 5 . 0 6 ' STP-65 269.94' OF 12" RCP @ S=0.20% ST M M H 1 2 0 2+ 4 5 . 6 7 , 2 0 5 . 4 2 ' L T . RI M = 7 7 7 . 0 2 ' 12 " W I N V . I N = 7 7 4 . 5 2 ' 12 " S I N V . I N = 7 7 5 . 5 6 ' 18 " E I N V . O U T = 7 7 4 . 5 1 ' STP-67 111.43' OF 18" RCP @ S=0.21% ST M M H 1 1 9 20 + 2 4 . 5 7 , 2 2 7 . 0 9 ' R T . RI M = 7 7 8 . 7 3 ' 18 " W I N V . I N = 7 7 4 . 2 8 ' 18 " E I N V . O U T = 7 7 4 . 2 8 ' STP-68 215.12' OF 18" RCP @ S=0.20% ST M M H 1 1 8 19 + 6 2 . 7 3 , 2 6 . 0 0 ' R T . RI M = 7 8 2 . 0 9 ' 18 " W I N V . I N = 7 7 3 . 8 4 ' 18 " N E I N V . O U T = 7 7 3 . 8 4 ' SEE SHEET 26 FOR LATERAL Jul 10, 2014 ISSUE DATE SCALE SEAL PROJECT MANAGER PROJECT NUMBER SHEET ISSUED FOR BE L L E C H A S S E P A R T N E R S , L L C 16 0 0 6 W . L I N C O L N A V E N U E WE S T A L L I S , W I 5 3 2 2 7 PR EPN 130288 1" = 40' 28 39 OF CL I E N T PROPOSED CENTERLINE PROFILE EXISTING CENTERLINE PROFILE 662.01' SPOIL BACKFILL PERMITTED F R E E D O M A V E NUE STM. LATERAL (TYP.) 7/10/14 R/L RD2 6 0 . 0 ' Mc S H A N E D R I V E 60 . 0 ' POND 2B P O N D 2 A POND 1 BE L L E C H A S S E S U B D I V I S I O N ( P H A S E 3 ) MU S K E G O , W I S C O N S I N ST O R M S E W E R P L A N & P R O F I L E FR E E D O M A V E N U E & DR A I N A G E E A S E M E N T GEOBLOCK 5150 SYSTEM 20' WIDE POROUS PAVEMENT (INSTALL PER MANUFACTURERS RECOMMENDATIONS) GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GA S GAS GAS GAS ST ST ST ST ST WL W L W L WL ST ST ST WL WL L W L W L WL W L WL WL OH W OH W OH W OH W OHW OHW OHW OHW OH W OH W OH W OH W OH W OH W OHW OHW ST T ELE C ELE C TEL TEL W W SAN SAN SA N SAN SA N SAN SAN SAN SAN SAN SA N SAN SAN SAN SA N SAN SA N SAN SAN SAN SAN SAN ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C W W W W W W W W S LO T 8 2 LO T 8 3 LO T 8 4 LO T 8 5 LO T 8 6 LO T 8 7 LO T 8 8 LO T 1 0 2 LO T 1 0 3 LO T 1 2 3 LO T 1 2 4 LO T 1 2 5 LOT 1 2 6 LO T 1 2 7 LO T 1 2 8 LO T 1 2 9 LO T 1 3 8 10+ 0 0 11+ 0 0 12+00 13+00 14+ 0 0 15+ 0 0 16+00 17+0018+00 19+00 20+00 21+0 0 22+0 0 32+ 0 0 33+ 0 0 00 S T S T S T S T S T S T S T S T S T S T S T S T ST ST ST ST ST ST ST ST ST ST ST ST ST ST S T S T S T S T S T S T S T S T S T ST S T ST ST ST ST S T S T ST ST ST ST ST ST ST ST S ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STM MH 110 20+48.79, 19.25' RT. RIM=781.20' 24" SE INV. IN=777.04' 24" SW INV. OUT=777.04' 91.77' OF 24" RCP @ S=0.35% STM MH 111 21+37.36, 20.01' RT. RIM=782.06' 24" NE INV. IN=776.72' 24" S INV. IN=776.97' 30" W INV. OUT=776.22' RCP 53% STM MH 109 15+43.82, 19.25' LT. RIM=780.61' 15" N INV. IN=777.55' 15" E INV. OUT=777.55' 171.39' OF 15" RCP @ S=0.60% STM MH 108 32+28.36, 19.04' LT. RIM=780.91' 15" W INV. IN=776.52' 15" S INV. OUT=776.52' ST S T ST ST ST ST ST ST ST ST ST SAN SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W PC STA.=11+19.85 PT STA.=13+53.10 RAD.=150.00' LEN.=233.25' Δ=89°05'38" PC STA.=15+38.10 PT STA.=21+33.22 RAD.=500.00' LEN.=595.12' Δ=68°11'45" S E E S H E E T 2 9 S T A . 2 1 + 5 0 . 0 0 757 760 765 770 775 780 785 790 757 760 765 770 775 780 785 790 77 8 . 5 0 77 5 . 6 8 77 4 . 9 6 77 5 . 6 3 77 5 . 5 3 77 5 . 4 0 77 5 . 7 6 77 6 . 1 6 77 6 . 8 4 77 7 . 8 9 77 8 . 8 3 78 0 . 4 2 77 9 . 7 2 77 9 . 7 2 77 9 . 7 8 77 9 . 8 6 78 0 . 0 3 77 9 . 9 9 78 0 . 1 5 78 0 . 8 7 78 1 . 4 8 78 0 . 9 1 78 0 . 6 4 78 1 . 1 3 77 8 . 4 9 77 8 . 4 5 77 7 . 9 0 77 7 . 7 4 77 8 . 3 9 77 9 . 4 4 78 0 . 4 9 78 1 . 3 6 78 1 . 1 7 78 0 . 7 9 78 0 . 5 4 78 1 . 0 4 78 1 . 6 6 78 2 . 2 8 78 2 . 9 0 78 3 . 3 8 78 3 . 0 2 78 2 . 5 1 78 2 . 0 1 78 1 . 5 0 78 1 . 1 3 78 1 . 5 6 78 2 . 1 1 9+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0021+50 0.96% -1.11% 2.10% -0.75% 1.24%-1.01% VP I S T A . = 1 0 + 2 8 . 2 6 VP I E L . = 7 7 8 . 2 8 ' PVI STA. = 10+75.00 PVI EL. = 778.73' K = 24.265 VCL = 50.30' VPC STA. = 10+49.85 VPC EL. = 778.49' VPT STA. = 11+00.15 VPT EL. = 778.45' H.P. STA. = 10+73.21 H.P. EL. = 778.60' PVI STA. = 14+00.00 PVI EL. = 781.54' K = 17.549 VCL = 50.00' VPC STA. = 13+75.00 VPC EL. = 781.02' VPT STA. = 14+25.00 VPT EL. = 781.35' H.P. STA. = 14+11.84 H.P. EL. = 781.40' PVI STA. = 18+00.00 PVI EL. = 783.52' K = 22.202 VCL = 50.00' VPC STA. = 17+75.00 VPC EL. = 783.21' VPT STA. = 18+25.00 VPT EL. = 783.27' H.P. STA. = 18+02.59 H.P. EL. = 783.38'PVI STA. = 12+00.00 PVI EL. = 777.34' K = 31.161 VCL = 100.00' VPC STA. = 11+50.00 VPC EL. = 777.90' VPT STA. = 12+50.00 VPT EL. = 778.39' L.P. STA. = 11+84.59 L.P. EL. = 777.71' PVI STA. = 15+50.00 PVI EL. = 780.42' K = 25.091 VCL = 50.00' VPC STA. = 15+25.00 VPC EL. = 780.60' VPT STA. = 15+75.00 VPT EL. = 780.73' L.P. STA. = 15+43.82 L.P. EL. = 780.53' PVI STA. = 20+50.00 PVI EL. = 781.00' K = 23.570 VCL = 50.00' VPC STA. = 20+25.00 VPC EL. = 781.25' VPT STA. = 20+75.00 VPT EL. = 781.28' L.P. STA. = 20+48.79 L.P. EL. = 781.13' ST M M H 1 1 0 20 + 4 8 . 7 9 , 1 9 . 2 5 ' R T . RI M = 7 8 1 . 2 0 ' 24 " S E I N V . I N = 7 7 7 . 0 4 ' 24 " S W I N V . O U T = 7 7 7 . 0 4 ' STP-31 91.77' OF 24" RCP @ S=0.35% ST M M H 1 0 8 32 + 2 8 . 3 6 , 1 9 . 0 4 ' L T . RI M = 7 8 0 . 9 1 ' 15 " W I N V . I N = 7 7 6 . 5 2 ' 15 " S I N V . O U T = 7 7 6 . 5 2 ' STP-25 171.39' OF 15" RCP @ S=0.60% ST M M H 1 0 9 15 + 4 3 . 8 2 , 1 9 . 2 5 ' L T . RI M = 7 8 0 . 6 1 ' 15 " N I N V . I N = 7 7 7 . 5 5 ' 15 " E I N V . O U T = 7 7 7 . 5 5 ' ST M M H 1 1 1 21 + 3 7 . 3 6 , 2 0 . 0 1 ' R T . RI M = 7 8 2 . 0 6 ' 24 " N E I N V . I N = 7 7 6 . 7 2 ' 24 " S I N V . I N = 7 7 6 . 9 7 ' 30 " W I N V . O U T = 7 7 6 . 2 2 ' SEE SHEET 31 FOR OUTFALL SEE SHEET 31 FOR LATERAL SEE SHEET 32 FOR OUTFALL 12" PROPOSED WATER MAIN 8" PROPOSED SANITARY SEWER Jul 10, 2014 ISSUE DATE SCALE SEAL PROJECT MANAGER PROJECT NUMBER SHEET ISSUED FOR BE L L E C H A S S E P A R T N E R S , L L C 16 0 0 6 W . L I N C O L N A V E N U E WE S T A L L I S , W I 5 3 2 2 7 PR EPN 130288 1" = 40' 29 39 OF CL I E N T MO R N I N G D O V E C O U R T FREEDOM A V E N U E PROPOSED CENTERLINE PROFILE RD2 EXISTING CENTERLINE PROFILE RD2 158.27' SPOIL BACKFILL PERMITTED 101.21' SPOIL BACKFILL PERMITTED 38.72' GRAVEL BACKFILL STM. LATERAL (TYP.) STM. LATERAL (TYP.) 7/10/14 Mc S H A N E D R I V E R/L RD2 33 . 0 ' 50. 0 ' FR E E D O M AV E N U E BL U H M DR I V E 60.0 ' 60.0 ' 60 . 0 ' 60.0' 30 . 0 ' 30 . 0 ' R/L RD3 PO N D 3 POND 2B 6 0 . 0 ' BE L L E C H A S S E S U B D I V I S I O N ( P H A S E 3 ) MU S K E G O , W I S C O N S I N ST O R M S E W E R PL A N & P R O F I L E FR E E D O M A V E N U E R 2 2 . 5 ' R22.5' R17.5' R 1 7 . 5 ' WL WL W L WL WL WL WL WL W L W L WL WL W L WL WL WL WL WL W L WL WL WL WL WL WL EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C OHW OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH WE T L A N D S LO T 8 LO T 1 0 2 LO T 1 0 3 LO T 1 0 4 LO T 1 0 5 LO T 1 0 6 LO T 1 0 7 LO T 1 1 2 LO T 1 1 3 LO T 1 1 4 LO T 1 LO T 1 1 9 LO T 1 2 0 LO T 1 2 1 LO T 1 2 2 LO T 1 2 3 LO T 1 2 4 2 0 + 0 0 21 + 0 0 22+ 0 0 23+ 0 0 24 + 0 0 25+ 0 0 26+00 27+ 0 0 28 + 0 0 29+00 30+00 4 1 + 0 0 4 2 + 0 0 4 7 + 0 0 4 8 + 0 0 ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST S T S T S T S T S T ST ST ST ST ST ST ST ST ST ST ST ST ST S T S T S T S T S T S T S T S T STM MH 110 20+48.79, 19.25' RT. RIM=781.20' 24" SE INV. IN=777.04' 24" SW INV. OUT=777.04' 91.77' OF 24" RCP @ S=0.35% STM MH 111 21+37.36, 20.01' RT. RIM=782.06' 24" NE INV. IN=776.72' 24" S INV. IN=776.97' 30" W INV. OUT=776.22' 107.73' OF 24" RCP @ S=0.53% STM MH 113 25+23.01, 24.33' RT. RIM=786.44' 21" S INV. IN=778.80' 12" E INV. IN=781.29' 24" N INV. OUT=778.55' 102.25' OF 21" RCP @ S=0.53% STM MH 114 WITH INLET GRATE 41+29.76, 13.25' LT. TOC=787.47' 18" E INV. IN=779.59' 12" SW INV. IN=783.25' 18" N INV. OUT=779.50' 179.75' OF 18" RCP @ S=0.50% STM MH 116 28+06.65, 25.47' LT. RIM=786.32' 18" SE INV. IN=780.59' 18" W INV. OUT=780.49' 101.40' OF 18" RCP @ S=0.50% STM MH 117 (72'' DIA.) 28+94.51, 25.73' LT. RIM=785.70' 12" NE INV. IN=781.41' 18" W INV. IN=781.35' 18" NW INV. OUT=781.10' S T S T ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST SAN SAN S A N S A N S A N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SA N SA N SAN S A N S A N S A N S A N S A N SAN SAN SAN SAN SAN W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 283.77' OF 24" RCP @ S=0.36% STM MH 112 22+45.09, 19.52' RT. RIM=783.25' 24" S INV. IN=777.54' 12" E INV. IN=778.29' 24" N INV. OUT=777.54' STM INLET 216 26+13.47, 19.61' RT. TOC=787.33' 18" S INV. IN=779.34' 21" N INV. OUT=779.34' 31.57' OF 18" RCP @ S=0.50% PC STA.=24+83.69 PT STA.=27+74.29 RAD.=150.00' LEN.=290.60' Δ=111°00'03" PC STA.=27+74.29 PT STA.=30+07.98 RAD.=150.00' LEN.=233.69' Δ=89°15'46" SEE S H E E T 2 8 STA . 2 1 + 5 0 . 0 0 765 770 775 780 785 790 795 800 765 770 775 780 785 790 795 800 78 1 . 1 3 78 1 . 3 2 78 1 . 1 8 78 1 . 1 4 78 1 . 5 4 78 2 . 1 5 78 2 . 9 7 78 5 . 8 3 78 9 . 5 8 79 3 . 4 9 79 6 . 3 4 79 6 . 8 5 79 4 . 7 9 79 2 . 5 7 78 8 . 3 9 78 5 . 6 5 78 4 . 5 3 78 3 . 1 4 78 3 . 9 1 78 2 . 1 1 78 2 . 6 7 78 3 . 2 2 78 3 . 7 8 78 4 . 3 4 78 4 . 8 9 78 5 . 4 5 78 6 . 0 0 78 6 . 5 6 78 7 . 1 2 78 7 . 3 0 78 6 . 9 2 78 6 . 5 5 78 6 . 1 8 78 5 . 8 0 78 5 . 7 9 78 6 . 5 2 78 7 . 6 2 78 8 . 7 1 21+50 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 -0.75% 2.19% -1.02% 1.11% VP I S T A . = 3 0 + 9 4 . 7 4 VP I E L . = 7 8 9 . 0 6 ' PVI STA. = 26+30.00 PVI EL. = 787.45' K = 26.851 VCL = 50.00' VPC STA. = 26+05.00 VPC EL. = 787.17' VPT STA. = 26+55.00 VPT EL. = 787.26' H.P. STA. = 26+34.86 H.P. EL. = 787.34' PVI STA. = 30+75.00 PVI EL. = 789.26' K = 9.356 VCL = 30.00' VPC STA. = 30+60.00 VPC EL. = 788.93' VPT STA. = 30+90.00 VPT EL. = 789.11' H.P. STA. = 30+80.50 H.P. EL. = 789.16' PVI STA. = 29+00.00 PVI EL. = 785.42' K = 34.002 VCL = 100.00' VPC STA. = 28+50.00 VPC EL. = 785.80' VPT STA. = 29+50.00 VPT EL. = 786.52' L.P. STA. = 28+75.50 L.P. EL. = 785.70' ST M M H 1 1 3 25 + 2 3 . 0 1 , 2 4 . 3 3 ' R T . RI M = 7 8 6 . 4 4 ' 21 " S I N V . I N = 7 7 8 . 8 0 ' 12 " E I N V . I N = 7 8 1 . 2 9 ' 24 " N I N V . O U T = 7 7 8 . 5 5 ' STP-37 283.77' OF 24" RCP @ S=0.36% ST M M H 1 1 2 22 + 4 5 . 0 9 , 1 9 . 5 2 ' R T . RI M = 7 8 3 . 2 5 ' 24 " S I N V . I N = 7 7 7 . 5 4 ' 12 " E I N V . I N = 7 7 8 . 2 9 ' 24 " N I N V . O U T = 7 7 7 . 5 4 ' STP-34 107.73' OF 24" RCP @ S=0.53% ST M M H 1 1 3 25 + 2 3 . 0 1 , 2 4 . 3 3 ' R T . RI M = 7 8 6 . 4 4 ' 21 " S I N V . I N = 7 7 8 . 8 0 ' 12 " E I N V . I N = 7 8 1 . 2 9 ' 24 " N I N V . O U T = 7 7 8 . 5 5 ' STP-40 102.25' OF 21" RCP @ S=0.53% STP-41 31.57' OF 18" RCP @ S=0.50% ST M M H 1 1 4 W I T H I N L E T G R A T E 41 + 2 9 . 7 6 , 1 3 . 2 5 ' L T . TO C = 7 8 7 . 4 7 ' 18 " E I N V . I N = 7 7 9 . 5 9 ' 12 " S W I N V . I N = 7 8 3 . 2 5 ' 18 " N I N V . O U T = 7 7 9 . 5 0 ' STP-43 179.75' OF 18" RCP @ S=0.50% ST M M H 1 1 6 28 + 0 6 . 6 5 , 2 5 . 4 7 ' L T . RI M = 7 8 6 . 3 2 ' 18 " S E I N V . I N = 7 8 0 . 5 9 ' 18 " W I N V . O U T = 7 8 0 . 4 9 ' STP-44 101.40' OF 18" RCP @ S=0.50% ST M M H 1 1 7 ( 7 2 ' ' D I A . ) 28 + 9 4 . 5 1 , 2 5 . 7 3 ' L T . RI M = 7 8 5 . 7 0 ' 12 " N E I N V . I N = 7 8 1 . 4 1 ' 18 " W I N V . I N = 7 8 1 . 3 5 ' 18 " N W I N V . O U T = 7 8 1 . 1 0 ' ST M I N L E T 2 1 6 26 + 1 3 . 4 7 , 1 9 . 6 1 ' R T . TO C = 7 8 7 . 3 3 ' 18 " S I N V . I N = 7 7 9 . 3 4 ' 21 " N I N V . O U T = 7 7 9 . 3 4 ' SEE SHEET 34 FOR LATERAL 8" PROPOSED SANITARY SEWER 8" PROPOSED WATER MAIN 8" PROPOSED WATER MAIN 8" PROPOSED SANITARY SEWER 8" PROPOSED SANITARY SEWER Jul 10, 2014 ISSUE DATE SCALE SEAL PROJECT MANAGER PROJECT NUMBER SHEET ISSUED FOR BE L L E C H A S S E P A R T N E R S , L L C 16 0 0 6 W . L I N C O L N A V E N U E WE S T A L L I S , W I 5 3 2 2 7 PR EPN 130288 1" = 40' 30 39 OF CL I E N T FR E E D O M A V E N U E F O X R U N C O U R T H U N T E R S H I L L C O U R T FUTURE R O A D PROPOSED CENTERLINE PROFILE RD2 EXISTING CENTERLINE PROFILE RD2 400.70' SPOIL BACKFILL PERMITTED 200.72' GRAVEL BACKFILL 192.45' SPOIL BACKFILL PERMITTED STM. LATERAL (TYP.) 7/10/14 PO N D 2 A R/L RD2 PO N D 3 60 . 0 ' 60. 0 ' R/L RD4 R/L RD5 BE L L E C H A S S E S U B D I V I S I O N ( P H A S E 3 ) MU S K E G O , W I S C O N S I N ST O R M S E W E R PL A N & P R O F I L E FR E E D O M A V E N U E R17.5' R17 . 5 ' R1 7 . 5 ' R17.5' GAS GAS GAS GAS GAS GAS GAS GA S GAS GAS ST ST ST ST ST WL W L W L WL ST ST ST WL W L WL W L WL WL OHW OHW OH W OH W OH W OH W OH W OHW OHW OHW OHW OHW OHW OH W OH W OH W OH W OHW STW W SA N SAN SA N SAN SAN SAN SAN SA N SA N SA N SA N SAN SAN SAN SAN ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C W W W W LO T 8 2 LO T 8 3 LO T 8 4 LO T 8 5 86LO T 88 LO T 1 0 3 LO T 1 2 2 LOT 1 2 3 LO T 1 2 4 LO T 1 2 5 LO T 1 2 6 LOT 1 2 7 LO T 1 2 8 LOT 1 2 9 LO T 1 3 0 LO T 1 3 7 LO T 1 3 8 10+ 0 0 11+ 0 0 12+00 13+00 14+ 0 0 15+ 0 0 16+00 17+0018+00 19+00 20+00 21+0 0 22+0 0 32+ 0 0 33+ 0 0 34+ 0 0 S T S T S T S T S T S T S T S T S T S T S T S T ST ST ST ST ST ST S T ST ST ST ST ST ST ST T S T S T S T S T S T S T S T ST ST ST ST S T S T ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST S ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST RCP 50% STM MH 111 21+37.36, 20.01' RT. RIM=782.06' 24" NE INV. IN=776.72' 24" S INV. IN=776.97' 30" W INV. OUT=776.22' STM MH 110 20+48.79, 19.25' RT. RIM=781.20' 24" SE INV. IN=777.04' 24" SW INV. OUT=777.04' 6.00' OF 24" RCP @ S=0.33% STM INLET 210 20+48.79, 13.25' RT. TOC=781.16' 18" SE INV. IN=777.56' 12" SW INV. IN=777.56' 24" NW INV. OUT=777.06' 26.50' OF 18" RCP @ S=0.60% STM INLET 211 20+48.79, 13.25' LT. TOC=781.16' 15" SE INV. IN=777.97' 12" SW INV. IN=777.72' 18" NW INV. OUT=777.72' 219.56' OF 15" RCP @ S=0.70% STM E.S. 304 20+48.62, 232.81 LT. 15" INV.=779.51' STM INLET 208 15+43.82, 13.25' RT. TOC=780.56' 12" W INV. IN=777.98' 12" S INV. OUT=777.99' 26.50' OF 12" RCP @ S=0.60% STM INLET 209 15+43.82, 13.25' LT. TOC=780.56' 12" N INV. IN=777.83' 12" W INV. IN=777.82' 15" S INV. OUT=777.58' 6.00' OF 15" RCP @ S=0.50%STM MH 109 15+43.82, 19.25' LT. RIM=780.61' 15" N INV. IN=777.55' 15" E INV. OUT=777.55' STM E.S. 308 10+91.59, 37.10 RT. 18" INV.=774.84' 86.21' OF 18" RCP @ S=0.24% STM INLET 206 11+84.59, 13.25' RT. TOC=777.73' 18" N INV. IN=774.63' 12" SW INV. IN=775.13' 18" SE INV. OUT=774.63' 26.50' OF 18" RCP @ S=0.34% STM INLET 207 11+84.59, 13.25' LT. TOC=777.73' 18" NW INV. IN=774.54' 12" SW INV. IN=775.04' 18" SE INV. OUT=774.54' 27.04' OF 18" RCP @ S=0.41% STM E.S. 306 11+84.59, 40.29 LT. 18" INV.=774.43' S T ST ST ST ST ST ST ST ST ST ST W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SA N SA N SA N SAN SA N SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN STM INLET 209A 15+48.96, 13.25' LT. TOC=780.56' 12" E INV. OUT=777.85' 5.00' OF 12" RCP @ S=0.50%STM INLET 208A 15+48.69, 13.25' RT. TOC=780.56' 12" E INV. OUT=778.01' 5.00' OF 12" RCP @ S=0.50% STM INLET 206A 11+90.07, 13.25' RT. TOC=777.74' 12" NE INV. OUT=775.20' 5.00' OF 12" RCP @ S=1.40% STM INLET 207A 11+89.18, 13.25' LT. TOC=777.73' 12" NE INV. OUT=774.94' 5.00' OF 12" RCP @ S=2.00% 5.00' OF 12" RCP @ S=0.50% STM INLET 210A 20+53.66, 13.25' RT. TOC=781.16' 12" NE INV. OUT=777.58' 5.00' OF 12" RCP @ S=0.50% STM INLET 211A 20+53.93, 13.25' LT. TOC=781.16' 12" NE INV. OUT=777.74' PC STA.=11+19.85 PT STA.=13+53.10 RAD.=150.00' LEN.=233.25' Δ=89°05'38" PC STA.=15+38.10 PT STA.=21+33.22 RAD.=500.00' LEN.=595.12' Δ=68°11'45" S E E S H E E T 3 2 S T A . 2 1 + 2 5 . 7 1 750 755 760 765 770 775 780 785 750 755 760 765 770 775 780 785 750 755 760 765 770 775 780 785 750 755 760 765 770 775 780 785 ST M E . S . 3 0 8 10 + 9 1 . 5 9 , 3 7 . 1 0 ' R T . 18 " S I N V . = 7 7 4 . 8 4 ' STP-16 86.21' OF 18" RCP @ S=0.24%STP-18 26.50' OF 18" RCP @ S=0.34% ST M I N L E T 2 0 7 11 + 8 4 . 5 9 , 1 3 . 2 5 ' L T . TO C = 7 7 7 . 7 3 ' 18 " N W I N V . I N = 7 7 4 . 5 4 ' 12 " S W I N V . I N = 7 7 5 . 0 4 ' 18 " S E I N V . O U T = 7 7 4 . 5 4 ' STP-20 27.04' OF 18" RCP @ S=0.41% STP-30 6.00' OF 24" RCP @ S=0.33% ST M I N L E T 2 1 0 20 + 4 8 . 7 9 , 1 3 . 2 5 ' R T . TO C = 7 8 1 . 1 6 ' 18 " S E I N V . I N = 7 7 7 . 5 6 ' 12 " S W I N V . I N = 7 7 7 . 5 6 ' 24 " N W I N V . O U T = 7 7 7 . 0 6 ' STP-28 26.50' OF 18" RCP @ S=0.60% STP-26 219.56' OF 15" RCP @ S=0.70% ST M E . S . 3 0 4 20 + 4 8 . 6 2 , 2 3 2 . 8 1 ' L T . 15 " N W I N V . = 7 7 9 . 5 1 ' 750 755 760 765 770 775 780 785 750 755 760 765 770 775 780 785 78 0 . 1 5 78 0 . 8 7 77 8 . 3 7 78 0 . 2 7 78 0 . 6 9 78 1 . 1 1 -0+500+001+00 ST M I N L E T 2 0 9 15 + 4 3 . 8 2 , 1 3 . 2 5 ' L T . TO C = 7 8 0 . 5 6 ' 12 " N I N V . I N = 7 7 7 . 8 3 ' 12 " W I N V . I N = 7 7 7 . 8 2 ' 15 " S I N V . O U T = 7 7 7 . 5 8 ' STP-24 6.00' OF 15" RCP @ S=0.50% MH 1 1 3 20 + 4 8 . 7 9 , 1 9 . 2 5 ' R T . RI M = 7 8 1 . 2 0 ' 30 " S W I N V . I N = 7 7 5 . 3 1 ' 21 " S E I N V . O U T = 7 7 5 . 3 1 ' MH 1 1 1 15 + 4 3 . 8 2 , 1 9 . 2 5 ' L T . RI M = 7 8 0 . 6 1 ' 15 " N I N V . I N = 7 7 7 . 1 5 ' 15 " E I N V . O U T = 7 7 6 . 1 5 ' STP-22 26.50' OF 12" RCP @ S=0.60% SEE SHEET 28 FOR LATERAL SEE SHEET 28 FOR LATERAL ST M I N L E T 2 1 1 20 + 4 8 . 7 9 , 1 3 . 2 5 ' L T . TO C = 7 8 1 . 1 6 ' 15 " S E I N V . I N = 7 7 7 . 9 7 ' 12 " S W I N V . I N = 7 7 7 . 7 2 ' 18 " N W I N V . O U T = 7 7 7 . 7 2 ' ST M I N L E T 2 0 8 15 + 4 3 . 8 2 , 1 3 . 2 5 ' R T . TO C = 7 8 0 . 5 6 ' 12 " W I N V . I N = 7 7 7 . 9 8 ' 12 " S I N V . O U T = 7 7 7 . 9 9 ' ST M I N L E T 2 0 6 11 + 8 4 . 5 9 , 1 3 . 2 5 ' R T . TO C = 7 7 7 . 7 3 ' 18 " N I N V . I N = 7 7 4 . 6 3 ' 12 " S W I N V . I N = 7 7 5 . 1 3 ' 18 " S E I N V . O U T = 7 7 4 . 6 3 ' ST M E . S . 3 0 6 11 + 8 4 . 5 9 , 4 0 . 2 9 ' L T . 18 " N W I N V . = 7 7 4 . 4 3 ' 77 6 . 5 4 77 8 . 2 0 77 7 . 6 9 77 6 . 5 4 77 8 . 2 0 77 7 . 6 9 -0+50 0+00 1+00 2+00 78 1 . 2 0 78 1 . 4 2 78 1 . 3 1 78 0 . 9 6 78 0 . 3 5 77 9 . 5 6 78 1 . 2 0 78 1 . 4 2 78 1 . 3 1 78 0 . 9 6 78 0 . 3 5 77 9 . 5 6 -0+50 0+00 1+00 2+00 3+00 3+50 8" PROPOSED SANITARY SEWER 8" PROPOSED WATER MAIN 8" PROPOSED WATER MAIN 8" PROPOSED SANITARY SEWER 12" PROPOSED WATER MAIN 3-18" PROPOSED STORM SEWER Jul 10, 2014 ISSUE DATE SCALE SEAL PROJECT MANAGER PROJECT NUMBER SHEET ISSUED FOR BE L L E C H A S S E P A R T N E R S , L L C 16 0 0 6 W . L I N C O L N A V E N U E WE S T A L L I S , W I 5 3 2 2 7 PR EPN 130288 1" = 40' 31 39 OF CL I E N T MO R N I N G D O V E C O U R T FREEDOM A V E N U E 214.56' SPOIL BACKFILL PERMITTED 38.28' GRAVEL BACKFILL PROPOSED CENTERLINE PROFILE PROPOSED CENTERLINE PROFILE PROPOSED CENTERLINE PROFILE EXISTING CENTERLINE PROFILE EXISTING CENTERLINE PROFILEEXISTING CENTERLINE PROFILE 32.08' GRAVEL BACKFILL 75.91' SPOIL BACKFILL PERMITTED 40.74' GRAVEL BACKFILL 23.1' SPOIL BACKFILL PERMITTED STM. LATERAL (TYP.) STM. LATERAL (TYP.) 7/10/14 PO N D 3 Mc S H A N E D R I V E 33. 0 ' BL U H M DR I V E 60.0 ' 60.0 ' 60. 0 ' 60.0 ' 30 . 0 ' 30 . 0 ' R/L RD2 R/L RD3 6 0 . 0 ' POND 2B BE L L E C H A S S E S U B D I V I S I O N ( P H A S E 3 ) MU S K E G O , W I S C O N S I N ST O R M S E W E R P L A N & P R O F I L E FR E E D O M A V E N U E & DR A I N A G E E A S E M E N T R 2 2 . 5 ' R22.5' R 1 7 . 5 ' R17.5' WL WL W L WL WL WL WL WL W L W L WL WL W L WL WL WL WL WL W L WL WL WL WL WL WL EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C OHW OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH W OH WE T L A N D S LO T 8 LO T 1 0 2 LO T 1 0 3 LO T 1 0 4 LO T 1 0 5 LO T 1 0 6 LO T 1 0 7 LO T 1 1 2 LO T 1 1 3 LO T 1 1 4 LO T 1 LO T 1 1 9 LO T 1 2 0 LO T 1 2 1 LO T 1 2 2 LO T 1 2 3 LO T 1 2 4 2 0 + 0 0 21 + 0 0 22+ 0 0 23+ 0 0 24 + 0 0 25+ 0 0 26+00 27+ 0 0 28 + 0 0 29+00 30+00 4 1 + 0 0 4 2 + 0 0 4 7 + 0 0 4 8 + 0 0 ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST S T S T S T S T S T ST ST ST ST ST ST ST ST ST ST ST ST ST S T S T S T S T S T S T S T S T 174.93' OF 30" RCP @ S=0.50% STM E.S. 303 21+61.26, 193.30 RT. 30" INV.=775.35' STM MH 111 21+37.36, 20.01' RT. RIM=782.06' 24" NE INV. IN=776.72' 24" S INV. IN=776.97' 30" W INV. OUT=776.22' STM MH 113 25+23.01, 24.33' RT. RIM=786.44' 21" S INV. IN=778.80' 12" E INV. IN=781.29' 24" N INV. OUT=778.55' 11.09' OF 12" RCP @ S=11.19% STM INLET 214 25+23.01, 13.25' RT. TOC=786.28' 12" E INV. IN=782.53' 12" W INV. OUT=782.53' 26.50' OF 12" RCP @ S=1.00% STM INLET 215 25+23.01, 13.25' LT. TOC=786.29' 12" W INV. OUT=782.79' STM INLET 217 28+75.50, 13.25' RT. TOC=785.73' 12" NW INV. IN=782.23' 15" NE INV. OUT=782.23' 26.50' OF 15" RCP @ S=0.98% STM INLET 218 28+75.50, 13.25' LT. TOC=785.73' 15" SW INV. IN=781.97' 12" NW INV. IN=781.97' 18" E INV. OUT=781.72' 24.82' OF 18" RCP @ S=1.49% STM MH 110 20+48.79, 19.25' RT. RIM=781.20' 24" SE INV. IN=777.04' 24" SW INV. OUT=777.04' 6.00' OF 24" RCP @ S=0.33% STM INLET 210 20+48.79, 13.25' RT. TOC=781.16' 18" SE INV. IN=777.56' 12" SW INV. IN=777.56' 24" NW INV. OUT=777.06' 26.50' OF 18" RCP @ S=0.60% STM INLET 211 20+48.79, 13.25' LT. TOC=781.16' 15" SE INV. IN=777.97' 12" SW INV. IN=777.72' 18" NW INV. OUT=777.72' S T S T STM MH 117 (72'' DIA.) 28+94.51, 25.73' LT. RIM=785.70' 12" NE INV. IN=781.41' 18" W INV. IN=781.35' 18" NW INV. OUT=781.10' ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SAN SAN S A N S A N S A N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SA N SA N SAN S A N S A N S A N S A N S A N SAN SAN SAN SAN SAN STM INLET 210A 20+53.66, 13.25' RT. TOC=781.16' 12" NE INV. OUT=777.58' 5.00' OF 12" RCP @ S=0.50% 5.00' OF 12" RCP @ S=0.50% STM INLET 218A 28+70.91, 13.25' LT. TOC=785.73' 12" SE INV. OUT=782.00' 5.00' OF 12" RCP @ S=0.50% STM INLET 217A 28+70.02, 13.25' RT. TOC=785.73' 12" SE INV. OUT=782.26' STM E.S. 312 30+59.33, 38.29 LT. 18" INV.=784.90' STM E.S. 311 30+63.44, 37.60 RT. 18" INV.=786.00' 76.00' OF 18" RCP @ S=1.45% PC STA.=24+83.69 PT STA.=27+74.29 RAD.=150.00' LEN.=290.60' Δ=111°00'03" PC STA.=27+74.29 PT STA.=30+07.98 RAD.=150.00' LEN.=233.69' Δ=89°15'46" SEE S H E E T 3 1 STA . 2 1 + 2 5 . 7 1 755 760 765 770 775 780 785 790 755 760 765 770 775 780 785 790 760 765 770 775 780 785 790 795 760 765 770 775 780 785 790 795 760 765 770 775 780 785 790 795 760 765 770 775 780 785 790 795 ST M M H 1 1 1 21 + 3 7 . 3 6 , 2 0 . 0 1 ' R T . RI M = 7 8 2 . 0 6 ' 24 " N E I N V . I N = 7 7 6 . 7 2 ' 24 " S I N V . I N = 7 7 6 . 9 7 ' 30 " W I N V . O U T = 7 7 6 . 2 2 ' STP-32 174.93' OF 30" RCP @ S=0.50% ST M E . S . 3 0 3 21 + 6 1 . 2 6 , 1 9 3 . 3 0 ' R T . 30 " E I N V . = 7 7 5 . 3 5 ' STP-39 11.09' OF 12" RCP @ S=11.19% ST M I N L E T 2 1 4 25 + 2 3 . 0 1 , 1 3 . 2 5 ' R T . TO C = 7 8 6 . 2 8 ' 12 " E I N V . I N = 7 8 2 . 5 3 ' 12 " W I N V . O U T = 7 8 2 . 5 3 ' STP-38 26.50' OF 12" RCP @ S=1.00% ST M I N L E T 2 1 5 25 + 2 3 . 0 1 , 1 3 . 2 5 ' L T . TO C = 7 8 6 . 2 9 ' 12 " W I N V . O U T = 7 8 2 . 7 9 ' ST M I N L E T 2 1 7 28 + 7 5 . 5 0 , 1 3 . 2 5 ' R T . TO C = 7 8 5 . 7 3 ' 12 " N W I N V . I N = 7 8 2 . 2 3 ' 15 " N E I N V . O U T = 7 8 2 . 2 3 ' STP-46 26.50' OF 15" RCP @ S=0.98% ST M I N L E T 2 1 8 28 + 7 5 . 5 0 , 1 3 . 2 5 ' L T . TO C = 7 8 5 . 7 3 ' 15 " S W I N V . I N = 7 8 1 . 9 7 ' 12 " N W I N V . I N = 7 8 1 . 9 7 ' 18 " E I N V . O U T = 7 8 1 . 7 2 ' STP-48 24.82' OF 18" RCP @ S=1.49% MH 1 1 4 25 + 2 3 . 0 1 , 2 4 . 3 3 ' R T . RI M = 7 8 6 . 4 4 ' 18 " S I N V . I N = 7 7 6 . 5 7 ' 12 " E I N V . I N = 7 8 1 . 8 1 ' 21 " N I N V . O U T = 7 7 6 . 5 7 ' MH 1 1 8 28 + 9 4 . 5 1 , 2 5 . 7 3 ' L T . RI M = 7 8 5 . 7 0 ' 12 " N E I N V . I N = 7 7 9 . 7 1 ' 15 " W I N V . I N = 7 7 9 . 7 1 ' 18 " N W I N V . O U T = 7 7 8 . 7 1 ' SEE SHEET 29 FOR LATERAL SEE SHEET 29 FOR LATERAL SEE SHEET 29 FOR LATERAL 78 7 . 2 5 78 5 . 5 6 78 7 . 2 5 78 5 . 5 6 -0+50 0+00 1+00 78 7 . 2 6 78 7 . 2 6 -0+500+000+75 78 1 . 1 5 78 1 . 1 3 78 0 . 6 7 77 8 . 6 7 78 1 . 1 5 78 1 . 1 3 78 0 . 6 7 77 8 . 6 7 -0+500+001+002+002+25 760 765 770 775 780 785 790 795 760 765 770 775 780 785 790 795 78 5 . 7 3 78 3 . 7 4 78 5 . 2 7 78 8 . 7 0 -0+50 0+00 1+00 1+25 ST M E . S . 3 1 2 30 + 5 9 . 3 3 , 3 8 . 2 9 ' L T . 18 " W I N V . = 7 8 4 . 9 0 ' STP-50 76.00' OF 18" RCP @ S=1.45% ST M E . S . 3 1 1 30 + 6 3 . 4 4 , 3 7 . 6 0 ' R T . 18 " E I N V . = 7 8 6 . 0 0 ' 8" PROPOSED WATER MAIN 8" PROPOSED SANITARY SEWER 8" PROPOSED WATER MAIN 8" PROPOSED WATER MAIN 8" PROPOSED SANITARY SEWER Jul 10, 2014 ISSUE DATE SCALE SEAL PROJECT MANAGER PROJECT NUMBER SHEET ISSUED FOR BE L L E C H A S S E P A R T N E R S , L L C 16 0 0 6 W . L I N C O L N A V E N U E WE S T A L L I S , W I 5 3 2 2 7 PR EPN 130288 1" = 40' 32 39 OF CL I E N T FR E E D O M A V E N U E F O X R U N C O U R T H U N T E R S H I L L C O U R T FUTURE R O A D PROPOSED CENTERLINE PROFILE PROPOSED CENTERLINE PROFILE PROPOSED CENTERLINE PROFILE EXISTING CENTERLINE PROFILE EXISTING CENTERLINE PROFILE EXISTING CENTERLINE PROFILE 174.39' SPOIL BACKFILL PERMITTED 37.59' GRAVEL BACKFILL 26.50' GRAVEL BACKFILL 24.82' SPOIL BACKFILL PERMITTED STM. LATERAL (TYP.) STM. LATERAL (TYP.) PO N D 2 A R/L RD2 60. 0 ' 60 . 0 ' R/L RD4 R/L RD5 BE L L E C H A S S E S U B D I V I S I O N ( P H A S E 3 ) MU S K E G O , W I S C O N S I N ST O R M S E W E R P L A N & P R O F I L E FR E E D O M A V E N U E & DR A I N A G E E A S E M E N T R17.5' R1 7 . 5 ' R1 7 . 5 ' R17 . 5 ' 76.00' GRAVEL BACKFILL PROPOSED CENTERLINE PROFILE EXISTING CENTERLINE PROFILE 7/10/14 S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S ST ST ST ST ST WL WL WL WL WLWLWLWLWLWLWLWL W L W L W L W L W L W L WL WL WL WL WL W L WL WL WL ST ST ST OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW ST WW SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SAN N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC W W W W W W W W W W W W W WE T L A N D S LO T 8 2 LO T 8 3 LO T 8 4 LO T 1 2 9 LO T 1 3 0 OT 1 3 1 LO T 1 3 2 LO T 1 3 3 LO T 1 3 4 LO T 1 3 5 LO T 1 3 6 LO T 1 3 7 LO T 1 3 8 ST S T S T S T S T ST ST ST ST ST ST ST ST ST ST ST S T S T ST 10+00 11+00 12+ 0 0 1 3 + 0 0 14 + 0 0 15 + 0 0 32+00 33+00 34+00 35+00 36 + 0 0 ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STM MH 107 35+21.07, 21.32' LT. RIM=781.41' 12" W INV. IN=776.08' 12" N INV. OUT=776.08' STM MH 108 32+28.36, 19.04' LT. RIM=780.91' 15" W INV. IN=776.52' 15" S INV. OUT=776.52' STM MH 105 33+27.17, 18.84' LT. RIM=780.16' 12" S INV. IN=775.67' 15" N INV. IN=775.92' 12" S INV. IN=775.92' 21" E INV. OUT=775.33' STM INLET 222 33+50.00, 13.25' RT. TOC=780.13' 12" S INV. IN=776.42' 12" E INV. OUT=776.42' STM INLET 223 33+50.00, 13.25' LT. TOC=780.13' 12" W INV. IN=776.16' 12" S INV. IN=776.16' 12" N INV. OUT=776.16' 26.50' OF 12" RCP @ S=0.98% 23.50' OF 12" RCP @ S=2.09% 185.20' OF 21" RCP @ S=0.50% 98.82' OF 15" RCP @ S=0.61% 197.25' OF 12" RCP @ S=0.08% ST STM INLET 220 35+21.07, 13.68' RT. TOC=781.33' 12" E INV. OUT=777.56' 26.93' OF 12" RCP @ S=1.00% STM INLET 221 35+21.07, 13.25' LT. TOC=781.32' 12" W INV. IN=777.29' 12" E INV. OUT=777.29' 8.07' OF 12" RCP @ S=15.00% 132.67' OF 6" PVC SUMP LINE @ 0.250% 141.59' OF 6" PVC SUMP LINE @ 0.250% ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STM MH 106 33+27.41, 204.04' LT. RIM=777.65' 21" S INV. IN=774.40' 21" W INV. IN=774.40' SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N SA N SA N SA N W W W W W W W W W W W W W W W W W W W W W W 5.00' OF 12" RCP @ S=0.50% STM INLET 222A 33+55.00, 13.25' RT. TOC=780.13' 12" N INV. OUT=776.44' 5.00' OF 12" RCP @ S=0.50% STM INLET 223A 33+55.00, 13.25' LT. TOC=780.13' 12" N INV. OUT=776.18' PC STA.=34+94.26 PT STA.=35+94.88 RAD.=163.48' LEN.=100.62' Δ=35°15'51" PC STA.=11+19.85 PT STA.=13+53.10 RAD.=150.00' LEN.=233.25' Δ=89°05'38" 755 760 765 770 775 780 785 790 755 760 765 770 775 780 785 790 78 1 . 2 8 78 0 . 7 6 78 0 . 3 8 78 0 . 1 0 78 0 . 3 8 78 0 . 7 6 78 1 . 1 3 78 1 . 5 1 78 1 . 8 8 78 1 . 2 8 78 0 . 7 6 78 0 . 3 8 78 0 . 1 0 78 0 . 3 8 78 0 . 7 6 78 1 . 1 3 78 1 . 5 1 78 1 . 8 8 31+50 32+00 33+00 34+00 35+00 36+00 37+00 -0.75% -2.00% 0.75% 0.75% VP I S T A . = 3 2 + 0 0 . 0 0 VP I E L . = 7 8 1 . 2 8 ' VP I S T A . = 3 2 + 1 2 . 0 0 VP I E L . = 7 8 1 . 0 4 ' VP I S T A . = 3 5 + 9 4 . 8 8 VP I E L . = 7 8 1 . 8 5 ' VP I S T A . = 3 6 + 3 6 . 8 8 VP I E L . = 7 8 2 . 1 6 ' PVI STA. = 33+50.00 PVI EL. = 780.01' K = 33.333 VCL = 50.00' VPC STA. = 33+25.00 VPC EL. = 780.20' VPT STA. = 33+75.00 VPT EL. = 780.20' L.P. STA. = 33+50.00 L.P. EL. = 780.10' 755 760 765 770 775 780 785 790 755 760 765 770 775 780 785 790 755 760 765 770 775 780 785 790 755 760 765 770 775 780 785 790 ST M M H 1 0 8 32 + 2 8 . 3 6 , 1 9 . 0 4 ' L T . RI M = 7 8 0 . 9 1 ' 15 " W I N V . I N = 7 7 6 . 5 2 ' 15 " S I N V . O U T = 7 7 6 . 5 2 ' STP-59 98.82' OF 15" RCP @ S=0.61% ST M M H 1 0 5 33 + 2 7 . 1 7 , 1 8 . 8 4 ' L T . RI M = 7 8 0 . 1 6 ' 12 " S I N V . I N = 7 7 5 . 6 7 ' 15 " N I N V . I N = 7 7 5 . 9 2 ' 12 " S I N V . I N = 7 7 5 . 9 2 ' 21 " E I N V . O U T = 7 7 5 . 3 3 ' STP-54 197.25' OF 12" RCP @ S=0.08% ST M M H 1 0 7 35 + 2 1 . 0 7 , 2 1 . 3 2 ' L T . RI M = 7 8 1 . 4 1 ' 12 " W I N V . I N = 7 7 6 . 0 8 ' 12 " N I N V . O U T = 7 7 6 . 0 8 ' 77 7 . 4 3 77 6 . 7 2 77 6 . 3 6 77 8 . 8 9 77 9 . 7 1 77 7 . 3 2 77 7 . 4 8 77 9 . 8 4 78 0 . 1 6 77 9 . 8 2 77 9 . 0 4 77 8 . 2 0 77 7 . 6 7 77 7 . 7 3 ST M I N L E T 2 2 2 33 + 5 0 . 0 0 , 1 3 . 2 5 ' R T . TO C = 7 8 0 . 1 3 ' 12 " S I N V . I N = 7 7 6 . 4 2 ' 12 " E I N V . O U T = 7 7 6 . 4 2 ' STP-56 26.50' OF 12" RCP @ S=0.98% ST M I N L E T 2 2 3 33 + 5 0 . 0 0 , 1 3 . 2 5 ' L T . TO C = 7 8 0 . 1 3 ' 12 " W I N V . I N = 7 7 6 . 1 6 ' 12 " S I N V . I N = 7 7 6 . 1 6 ' 12 " N I N V . O U T = 7 7 6 . 1 6 ' STP-58 23.50' OF 12" RCP @ S=2.09% STP-60 185.20' OF 21" RCP @ S=0.50% 77 9 . 9 7 78 1 . 0 4 -0+50 0+00 1+00 ST M I N L E T 2 2 0 35 + 2 1 . 0 7 , 1 3 . 6 8 ' R T . TO C = 7 8 1 . 3 3 ' 12 " E I N V . O U T = 7 7 7 . 5 6 ' STP-52 26.93' OF 12" RCP @ S=1.00% ST M I N L E T 2 2 1 35 + 2 1 . 0 7 , 1 3 . 2 5 ' L T . TO C = 7 8 1 . 3 2 ' 12 " W I N V . I N = 7 7 7 . 2 9 ' 12 " E I N V . O U T = 7 7 7 . 2 9 ' STP-53 8.07' OF 12" RCP @ S=15.00% MH 1 0 7 33 + 2 7 . 1 7 , 1 8 . 8 4 ' L T . RI M = 7 8 0 . 1 6 ' 12 " S I N V . I N = 7 7 6 . 5 8 ' 15 " N I N V . I N = 7 7 5 . 1 3 ' 15 " S I N V . I N = 7 7 5 . 1 3 ' 18 " E I N V . O U T = 7 7 4 . 5 8 ' MH 1 0 8 35 + 2 1 . 0 7 , 2 1 . 3 2 ' L T . RI M = 7 8 1 . 4 1 ' 12 " W I N V . I N = 7 7 6 . 9 5 ' 15 " N I N V . O U T = 7 7 5 . 9 1 ' -0+50 0+00 1+00 2+00 3+00 ST M M H 1 0 6 33 + 2 7 . 4 1 , 2 0 4 . 0 4 ' L T . RI M = 7 7 7 . 6 5 ' 21 " S I N V . I N = 7 7 4 . 4 0 ' 21 " W I N V . I N = 7 7 4 . 4 0 ' SEE SHEET 25 FOR LATERAL SEE SHEET 32 FOR OUTFALL Jul 10, 2014 ISSUE DATE SCALE SEAL PROJECT MANAGER PROJECT NUMBER SHEET ISSUED FOR BE L L E C H A S S E P A R T N E R S , L L C 16 0 0 6 W . L I N C O L N A V E N U E WE S T A L L I S , W I 5 3 2 2 7 PR EPN 130288 1" = 40' 33 39 OF CL I E N T FREEDO M A V E N U E MORNING DOVE COURT PROPOSED CENTERLINE PROFILE RD3 EXISTING CENTERLINE PROFILE RD3 296.07' SPOIL BACKFILL PERMITTED PROPOSED CENTERLINE PROFILE EXISTING CENTERLINE PROFILE 167.29' SPOIL BACKFILL PERMITTED 32.09' GRAVEL BACKFILL PROPOSED CENTERLINE PROFILE EXISTING CENTERLINE PROFILE 26.93' GRAVEL BACKFILL 8.07' SPOIL BACKFILL PERMITTED STM. LATERAL (TYP.) 7/10/14 POND 3 R/L RD3 POND 4 60 . 0 ' 60 . 0 ' BE L L E C H A S S E S U B D I V I S I O N ( P H A S E 3 ) MU S K E G O , W I S C O N S I N ST O R M S E W E R P L A N & P R O F I L E MO R N I N G D O V E C O U R T & DR A I N A G E E A S E M E N T R45 . 5 ' R44 . 5 ' R17.5' R1 7 . 5 ' R4 5 . 5 ' GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GASGASGASGASGASGASGAS ST ST ST ST ST W L WLWLWLWLWLWLWLWL W L W L W L W L W L W L W L WL WL WL ST ST ST OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW ST WW SA N SA N SA N SA N SA N SA N SA N SA N SAN SA N SA N SA N SA N SA N SA N SA N SA N ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC W W W W W W W W W WE T L A N D S LO T 8 2 LO T 8 3 LO T 1 3 4 LO T 1 3 5 LO T 1 3 6 LO T 1 3 7 LO T 1 3 8 S ST ST ST ST ST ST ST S T S T 10+00 11+00 12 + 0 0 1 3 + 0 0 14 + 0 0 32+00 33+00 34+00 35+00 ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STM E.S. 302 34+80.47, 235.04 LT. 21" INV.=773.60' STM MH 126 34+73.36, 215.05' LT. RIM=777.70' 21" E INV. IN=773.67' 21" N INV. OUT=773.67' STM MH 125 12+35.24, 26.12' LT. RIM=778.33' 18" W INV. IN=772.29' 18" SE INV. IN=770.13' 30" NE INV. OUT=772.22' POND 4 OUTLET STRUCTURE 34+19.06, 232.98' LT. TOP OF RISER=776.00' 21" N INV.=773.60' STM E.S. 307 32+57.82, 202.92 LT. 21" INV.=773.00' 21.22' OF 21" RCP @ S=0.33% ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST 146.36' OF 21" RCP @ S=0.50%STM MH 106 33+27.41, 204.04' LT. RIM=777.65' 21" S INV. IN=774.40' 21" W INV. IN=774.40' POND 3 OUTLET STRUCTURE 12+35.17, 40.87' LT. TOP OF RISER=775.83' 18" NW INV.=773.00' 164.02' OF 21" RCP @ S=0.37% 14.76' OF 18" RCP @ S=19.46% SAN SA SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N N W W W W W W W W W W W W W W W W PC STA.=11+19.85 PT STA.=13+53.10 RAD.=150.00' LEN.=233.25' Δ=89°05'38" PC STA.=34+94.26 PT STA.=35+94.88 RAD.=163.48' LEN.=100.62' Δ=35°15'51" ST M E . S . 3 0 7 32 + 5 7 . 8 2 , 2 0 2 . 9 2 ' L T . 21 " S I N V . = 7 7 3 . 0 0 ' 750 755 760 765 770 775 780 785 750 755 760 765 770 775 780 785 77 6 . 7 7 77 3 . 0 0 750 755 760 765 770 775 780 785 750 755 760 765 770 775 780 785 77 7 . 5 0 77 7 . 3 8 77 7 . 2 5 77 6 . 5 0 77 3 . 6 0 77 6 . 0 9 77 6 . 2 3 77 5 . 4 7 750 755 760 765 770 775 780 785 750 755 760 765 770 775 780 785 PO N D 4 O U T L E T S T R U C T U R E 34 + 1 9 . 0 6 , 2 3 2 . 9 8 ' L T . TO P O F R I S E R = 7 7 6 . 0 0 ' 21 " N I N V . = 7 7 3 . 6 0 ' STP-61 164.02' OF 21" RCP @ S=-0.37% ST M M H 1 2 5 12 + 3 5 . 2 4 , 2 6 . 1 2 ' L T . RI M = 7 7 8 . 3 3 ' 18 " W I N V . I N = 7 7 2 . 2 9 ' 18 " S E I N V . I N = 7 7 0 . 1 3 ' 30 " N E I N V . O U T = 7 7 2 . 2 2 ' STP-73 14.76' OF 18" RCP @ S=19.46% PO N D 3 O U T L E T S T R U C T U R E 12 + 3 5 . 1 7 , 4 0 . 8 7 ' L T . TO P O F R I S E R = 7 7 5 . 8 3 ' 18 " N W I N V . = 7 7 3 . 0 0 ' 77 9 . 7 1 77 7 . 3 2 77 7 . 4 8 77 7 . 6 4 77 7 . 6 0 77 9 . 7 1 77 7 . 3 2 77 7 . 4 8 77 7 . 6 4 77 7 . 6 0 ST M M H 1 0 6 33 + 2 7 . 4 1 , 2 0 4 . 0 4 ' L T . RI M = 7 7 7 . 6 5 ' 21 " S I N V . I N = 7 7 4 . 4 0 ' 21 " W I N V . I N = 7 7 4 . 4 0 ' STP-63 146.36' OF 21" RCP @ S=-0.50% ST M M H 1 2 6 34 + 7 3 . 3 6 , 2 1 5 . 0 5 ' L T . RI M = 7 7 7 . 7 0 ' 21 " E I N V . I N = 7 7 3 . 6 7 ' 21 " N I N V . O U T = 7 7 3 . 6 7 ' STP-62 21.22' OF 21" RCP @ S=-0.33% ST M E . S . 3 0 2 34 + 8 0 . 4 7 , 2 3 5 . 0 4 ' L T . 21 " W I N V . = 7 7 3 . 6 0 ' 2+00 3+00 4+00 4+50-0+500+001+002+00-0+500+001+00 SEE SHEET 32 FOR LATERAL Jul 10, 2014 ISSUE DATE SCALE SEAL PROJECT MANAGER PROJECT NUMBER SHEET ISSUED FOR BE L L E C H A S S E S U B D I V I S I O N ( P H A S E 3 ) MU S K E G O , W I S C O N S I N BE L L E C H A S S E P A R T N E R S , L L C 16 0 0 6 W . L I N C O L N A V E N U E WE S T A L L I S , W I 5 3 2 2 7 PR EPN 130288 1" = 40' 34 39 OF PO N D 3 & 4 S T O R M O U T L E T S & D R A I N A G E E A S E M E N T PL A N & P R O F I L E CL I E N T FREED O M A V E N U E MORNING DOVE COURT PROPOSED GROUND PROFILE EXISTING GROUND PROFILE 164.02' SPOIL BACKFILL PERMITTED 167.58' SPOIL BACKFILL PERMITTED PROPOSED GROUND PROFILE EXISTING GROUND PROFILE STM. LATERAL (TYP.) PROPOSED GROUND PROFILE EXISTING GROUND PROFILE 14.76' SPOIL BACKFILL PERMITTED Mc S H A N E D R I V E 50.0'33.0' POND 4 POND 3 30.0'30.0' 60 . 0 ' 60.0' 30 ' FREEDOM AVENUE 30 . 0 ' 30 . 0 ' R/L RD3 R/L RD2 R17 . 5 ' R22 . 5 ' R 2 2 . 5 ' 7/10/14 W L WL WL WL WL WL WL WL WL WL W WL WL WL WL WL WL WL WL WL E L E C E L E C E L E C E L E C E L E C E L E C E OH W OH W OH W OH W W W W W LOT 107 LOT 108 LOT 109 LOT 110 LOT 111 LOT 112 LOT 113 LOT 114 LOT 115 LOT 116 LOT 117 LOT 118 LOT 119 LOT 120 LOT 121 ST ST ST S T S T ST ST 25 + 0 0 2 6 + 0 0 27+ 0 0 28+00 2 9 + 0 0 30 + 0 0 41+00 42+0 0 47+0 0 48+0 0 S T S T S T S T S T ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STM MH 115 42+37.55, 20.59' LT. RIM=790.08' 12" NE INV. OUT=785.41' STM MH 114 WITH INLET GRATE 41+29.76, 13.25' LT. TOC=787.47' 18" E INV. IN=779.59' 12" SW INV. IN=783.25' 18" N INV. OUT=779.50' STM MH 117 (72'' DIA.) 28+94.51, 25.73' LT. RIM=785.70' 12" NE INV. IN=781.41' 18" W INV. IN=781.35' 18" NW INV. OUT=781.10' STM INLET 219A 48+51.31, 0.00' TOC=784.54' 12" NW INV. OUT=782.08' 128.32' OF 12" RCP @ S=0.50% 5.00' OF 12" RCP @ S=0.50% STM INLET 219 29+12.47, 151.07' LT. TOC=784.55' 12" SE INV. IN=782.05' 12" SW INV. OUT=782.05' 91.73' OF 6" PVC SUMP LINE @ 0.250% ST ST ST S T 108.04' OF 12" RCP @ S=2.00% AN SA N S A N S A N SA N SA N SAN SAN S A N SAN SAN SAN SAN SAN W W W W W W W W W W W W W W W W W W W W W W W W W W PC STA.=27+74.29 PT STA.=30+07.98 RAD.=150.00' LEN.=233.69' Δ=89°15'46" PC STA.=24+83.69 PT STA.=27+74.29 RAD.=150.00' LEN.=290.60' Δ=111°00'03" 765 770 775 780 785 790 795 800 765 770 775 780 785 790 795 800 760 765 770 775 780 785 790 795 760 765 770 775 780 785 790 795 79 5 . 6 0 79 6 . 3 3 79 6 . 6 6 79 6 . 4 8 79 5 . 6 0 79 6 . 3 3 79 6 . 6 6 79 6 . 4 8 40+5041+0042+0043+0043+50 ST M M H 1 1 5 42 + 3 7 . 5 5 , 2 0 . 5 9 ' L T . RI M = 7 9 0 . 0 8 ' 12 " N E I N V . O U T = 7 8 5 . 4 1 ' STP-42108.04' OF 1 2 " R C P @ S=2.00 % ST M M H 1 1 4 W I T H I N L E T G R A T E 41 + 2 9 . 7 6 , 1 3 . 2 5 ' L T . RI M = 7 8 7 . 1 8 ' 18 " E I N V . I N = 7 7 9 . 5 9 ' 12 " S W I N V . I N = 7 8 3 . 2 5 ' 18 " N I N V . O U T = 7 7 9 . 5 0 ' 78 5 . 2 4 78 5 . 6 9 78 5 . 0 2 78 5 . 2 3 78 5 . 9 3 78 5 . 3 1 78 4 . 8 1 78 4 . 3 1 46+50 47+00 48+00 49+00 ST M M H 1 1 7 ( 7 2 ' ' D I A . ) 28 + 9 4 . 5 1 , 2 5 . 7 3 ' L T . RI M = 7 8 5 . 7 0 ' 12 " N E I N V . I N = 7 8 1 . 4 1 ' 18 " W I N V . I N = 7 8 1 . 3 5 ' 18 " N W I N V . O U T = 7 8 1 . 1 0 ' STP-49 128.32' OF 12" RCP @ S=0.50% SEE SHEET 29 FOR LATERAL SEE SHEET 29 FOR LATERAL ST M I N L E T 2 1 9 29 + 1 2 . 4 7 , 1 5 1 . 0 7 ' L T . TO C = 7 8 4 . 5 5 ' 12 " S E I N V . I N = 7 8 2 . 0 5 ' 12 " S W I N V . O U T = 7 8 2 . 0 5 ' -1.00% -1.00%-2.00% VP I S T A . = 4 7 + 0 0 . 0 0 VP I E L . = 7 8 5 . 9 3 ' VP I S T A . = 4 7 + 1 2 . 0 0 VP I E L . = 7 8 5 . 6 9 ' VP I S T A . = 4 8 + 0 8 . 0 6 VP I E L . = 7 8 4 . 7 3 ' VP I S T A . = 4 8 + 5 0 . 0 6 VP I E L . = 7 8 4 . 3 1 ' 2.00% -2.00% 3.06% 1.57% VP I S T A . = 4 1 + 0 0 . 0 0 VP I E L . = 7 8 7 . 3 3 ' VP I S T A . = 4 1 + 1 2 . 0 0 VP I E L . = 7 8 7 . 0 9 ' VP I S T A . = 4 1 + 5 4 . 1 6 VP I E L . = 7 8 7 . 9 3 ' VP I S T A . = 4 2 + 2 2 . 6 9 VP I E L . = 7 9 0 . 0 3 ' VP I S T A . = 4 2 + 6 4 . 6 9 VP I E L . = 7 9 0 . 6 9 ' 6" PROPOSED WATER MAIN Jul 10, 2014 ISSUE DATE SCALE SEAL PROJECT MANAGER PROJECT NUMBER SHEET ISSUED FOR BE L L E C H A S S E S U B D I V I S I O N ( P H A S E 3 ) MU S K E G O , W I S C O N S I N BE L L E C H A S S E P A R T N E R S , L L C 16 0 0 6 W . L I N C O L N A V E N U E WE S T A L L I S , W I 5 3 2 2 7 PR EPN 130288 1" = 40' 35 39 OF HU N T E R S H I L L C O U R T & F O X R U N C O U R T ST O R M S E W E R PL A N & P R O F I L E CL I E N T HUNT E R S HILL COU R T FOX R U N COU R T FREEDOM A V E N U E PROPOSED CENTERLINE PROFILE RD4 EXISTING CENTERLINE PROFILE RD4 41.50' SPOIL BACKFILL PERMITTED PROPOSED CENTERLINE PROFILE RD5 EXISTING CENTERLINE PROFILE RD5 64.33' GRAVEL BACKFILL 40.00' SPOIL BACKFILL PERMITTED 89.44' GRAVEL BACKFILL STM. LATERAL (TYP.) STM. LATERAL (TYP.) 7/10/14 R/L RD4 R/L RD5 60.0' 6 0 . 0 ' R6 0 . 0 ' R60.0' R/L RD2 D U R H A M D R I V E R 4 5 . 5 ' R45. 5 ' R4 4 . 5 ' R 1 7 . 5 ' R17 . 5 ' R4 5 . 5 ' R 4 5 . 5 ' R1 7 . 5 ' R 1 7 . 5 ' R 4 5 . 0 ' Jul 10, 2014 ISSUE DATE SCALE SEAL PROJECT MANAGER PROJECT NUMBER SHEET ISSUED FOR BE L L E C H A S S E S U B D I V I S I O N ( P H A S E 3 ) MU S K E G O , W I S C O N S I N BE L L E C H A S S E P A R T N E R S , L L C 16 0 0 6 W . L I N C O L N A V E N U E WE S T A L L I S , W I 5 3 2 2 7 PR EPN 130288 36 39 OF ST O R M S E W E R D E T A I L S CL I E N T IS 36" OR LARGER CONNECTIONS WHEN PIPE PROVIDE 2 ADDITIONAL STEEL PIPE 1" DIA. STANDARD PIPE @ 8" O.C. 1" DIA. STANDARD WELD @ EACH PIPE 12" O.C.MAX. 3/4" DIA ROD AT 1) THE CONTRACTOR SHALL BOLT THE PIPE GRATE TO THE CONCRETE ENDWALL WITH FOUR MACHINE BOLTS (MIN 3/8") WITH NUTS ON INSIDE WALL. 2) PAINTING SPECIFICATIONS: FIRST COAT: FUST-OLEUM X-60 BARE METAL PRIMER OR EQUAL. SECOND COAT: RUST-OLEUM 960 ZINC CHROMATE PRIMER OR EQUAL. THIRD COAT: RUST-OLEUM 1282 HIGH GLOSS & METALLIC FINISH OR EQUAL. PIPE GRATE NOTES: PIPE FRAME 1" DIAMETER STANDARD FABRICGEOTEXTILE SECTION B-B A STORM SEWER STORM SEWER AB 20 " LENGTH VARIES SECTION A-A 20 " B SIZE 8"-12" EARTH 4" TOP SOIL, SEED & MULCH FINAL GRADE 3/8" LIMESTONE 48 " SPOIL BACKFILL, MECHANICALLY 4' STANDARD MOUNTABLE CURB SECTION 6" MIN, INCREASE TO 12" IF STONE OR LARGE ROCK IN BACKFILL PER S3.2.6(i) 6" PVC PIPE (ASTM D3034 SDR 35)3"3" 12" MAX 1 FT. LIFTS COMPACTED IN NOTE: DETECTOR WIRE REQUIRED COLOR=BROWN NOTE: ALL PIPES MUST HAVE PITCH TO THE INLET OR MANHOLE. INSULATION AS PER COMM 82 IS REQUIRED WHEN THE 48" BURY DEPTH CAN'T BE ACHIEVED. ANY INSTALLATION LESS THAN 48" MUST BE APPROVED BY THE CITY BEFORE CONSTRUCTION. CHIPS. DETECTOR WIRE TAPED TO MAIN COLOR=BROWN 6" PVC PIPE (ASTM D3034 SDR 35) THREADED COUPLING & RECESSED CAP D.I. FROST SLEEVE (NEENAH R-1977 OR APPROVED EQUAL) FIN. GRADE 48 " M I N 90° ELBOW (LONG SWEEP) GLUE JOINTS REQUIRED 24" MIN COIL OF EACH WIRE NOTE: ALL PIPES MUST HAVE PITCH TO THE INLET OR MANHOLE. INSULATION AS PER COMM 82 IS REQUIRED WHEN THE 48 IN. BURY DEPTH CAN'T BE ACHIEVED. ANY INSTALLATION LESS THAN 48 IN. MUST BE APPROVED BY THE CITY BEFORE CONSTRUCTION. FIN. GRADE 6"X6"X6" WYE 24" MIN COIL OF EACH WIRE GLUE JOINTS REQUIRED 90° ELBOW (LONG SWEEP) 48 " M I N D.I. FROST SLEEVE (NEENAH R-1977 OR APPROVED EQUAL) THREADED COUPLING & RECESSED CAP 6" PVC PIPE (ASTM D3034 SDR 35) DETECTOR WIRE TAPED TO MAIN COLOR=BROWN 4" BITUMINOUS BASE 1 1/2" BIT SURFACE FINISH GRADE STONE BASE CASTING CROSS SECTION STONE BASE COURSE SUB-GRADE FLOW LINE PLAN VIEW TEMPORARY BITUMINOUS CONCRETE PAVEMENT CONCRETE CURB 1' 5'5' BITUMINOUS CONCRETE BASE COURSE SET CASTING 2" BELOW FINISH GRADE ADJUSTING BRICKS OR RINGS 1' 2" 4" BITUMINOUS BASE COURSE 1/4" TO 1/2"MANHOLE COVER 1" TO 1 1/4" 20' MIN BITUMINOUS BASE COURSE GRADE TEMPORARY BITUMINOUS BASE COURSE WEDGE (INTEGRAL TO TOP BINDER COURSE ASPHALT) TEMPORARY BITUMINOUS RAMP 20' MIN RADIUS MANHOLE COVER EX I S T 4 2 " C . M . P . 8" WALLS REINFORCED WITH #5 PR O P O S E D EX I S T 4 2 " C . M . P . 24" X 3 8 " H . E . R . C . 8"8"42"14"30'8"42" 8' 7' BARS AT 12" C.C. BOTH WAYS HOLE FORMED IN WALL FOR PIPE OPENING TOP OF DECK IN COVER 26" DIA. OPENING (TYPICAL)8" 10 " EXIST 42" C.M.P. EXIST 42" C.M.P. POURED BASE 4' - 9 " 24"X38" I.E. 771.7 TOP 46" DIA. HOLE CENTER 46" DIA. HOLE 21 " 37" 56° 5-1/2" ASPHALT REQ'D FINSHED GRADE BUTYL JOINT JOINTS SEALANT MORTAR POURED CONC. BENCH POURED CONC. BENCH TOP (OUT)=773.9 10"FRAME REFERENCE # R-1661 4 1/2" EXISTING ASPHALT 4" 1 1/2" TEMP. ASPHALT RAMP REQ'D CUT EXIST C.M.P. AND REMOVE 12 " 12 " ST O R M P I P E 10 " 64 " 10 " SUMP LINE END OF LINE CLEANOUT SUMP LINE INLINE CLEANOUT RIPRAP DETAIL (NOT TO SCALE) TEMPORARY MANHOLE RAMP DETAIL STANDARD END-SECTION GRATE - RCP SUMP LINE SECTION INTERIM PAVEMENT INLET NOT TO SCALE REINFORCED CONCRETE BOX MANHOLE DETAIL 7/10/14 Jul 10, 2014 ISSUE DATE SCALE SEAL PROJECT MANAGER PROJECT NUMBER SHEET ISSUED FOR BE L L E C H A S S E S U B D I V I S I O N ( P H A S E 3 ) MU S K E G O , W I S C O N S I N BE L L E C H A S S E P A R T N E R S , L L C 16 0 0 6 W . L I N C O L N A V E N U E WE S T A L L I S , W I 5 3 2 2 7 PR EPN 130288 37 39 OF PO N D C O N C R E T E O U T F A L L D E T A I L S CL I E N T POND 1P CONCRETE OUTFALL DETAILS POND 2P CONCRETE OUTFALL DETAILS POND WL CONCRETE OUTFALL DETAILS POND 3P CONCRETE OUTFALL DETAILS POND 4P CONCRETE OUTFALL DETAILS 7/10/14 Jul 10, 2014 ISSUE DATE SCALE SEAL PROJECT MANAGER PROJECT NUMBER SHEET ISSUED FOR BE L L E C H A S S E S U B D I V I S I O N ( P H A S E 3 ) MU S K E G O , W I S C O N S I N BE L L E C H A S S E P A R T N E R S , L L C 16 0 0 6 W . L I N C O L N A V E N U E WE S T A L L I S , W I 5 3 2 2 7 PR EPN 130288 38 39 OF CO N S T R U C T I O N D E T A I L S CL I E N T 18 " T O HYDRANT 4' FROM BOC (TYPICAL) GROUND LINE MAIN TRENCH WHEN HYDRANT LEAD CROSSES A DITCH & A 7' TRENCH DEPTH CANNOT BE MAINTAINED, 4" OF STYROFOAM INSULATION 6' WIDE SHALL BE PLACED 6" ABOVE THE PIPE UNTIL 7' TRENCH CAN BE MAINTAINED. 6"RODDING DRAIN STANDARD HYDRANT SETTING CEMENT OR CONC. BLOCK CAST IN PLACE OR PRE CAST CONC. BUTTRESS CONC. BUTTRESS BEDDING MATERIAL POLYETHYLENE ENCASEMENT 0.5 C.Y. CRUSHED STONE JOINT RESTRAINTS: RODDING AND CONCRETE BUTTRESSES MAY BE USED IN CONJUNCTION W/ MEG-A-LUGS IF APPROVED BY THE ENGINEER. PROVIDE RODDING PER DETAIL FOR STRAPPING WATER MAIN OFFSETS. CONC. BUTTRESSRODDINGWOOD BLOCKING MIN 6" DIA. CONC. BUTTRESS 24 " T Y P . LATERAL GROUND SURFACE APPROVED FLEXIBLE 45° BEND DOUBLE BELL FITTING OR SPIGOT TO BELL CONNECTION APPROVED RISER ADAPTOR OR INSTALL SHORT NIPPLE AND PROVIDE BELL TO BELL CONTACT 45° LONG SWEEP ELBOW 45° 4" MIN CLASS "D" CONC. ENCASEMENT COMPACTED GRAVEL OR SPOIL BACKFILL PER PLAN #4 BAR OR 2 x 4 RISER DETAIL 45° FLEXIBLE RISER TO FLEXIBLE MAIN GREATER THAN 16 FEET DEEP 18" MIN DIA. FIBEROUS TUBE WITH STONE CHIP BACKFILL APPROVED FLEXIBLE PREFABRICATED TEE OR WYE SET AT A 45° ANGLE APPROVED WATERTIGHT JOINTS OR SPIGOT TO BELL CONNECTION FOR FUTURE CONNECTION, END COMPACTED GRANULAR BACKFILL AT UPPER END OF 45° BEND AND PLUG BEND WITH A WATERTIGHT STOPPER. GRADE BA C K F I L L 2"X6"X18" WOOD BLOCKING DETECTOR WIRE AND LOCATION BOX WATER MAIN COVER MARKED WATER 6" SPACER RING COVER MARKED WATER WOOD BLOCKING NOTCHED TO ALLOW FOR 3/4" CONDUIT 2" X 6" X 18" WOOD BLOCKING 3/4" SCHEDULE 40 PVC CONDUITVALVE BOX TOP SECTION VALVE BOX LOCATION BOX WARNING TAPE VALVE BOX BOTTOM SECTION2" X 6" X 18" WOOD BLOCKING 12" WATER MAIN BEDDING MATERIAL DETECTOR WIRE TAPED TO MAIN COLOR=BLUE VALVE IN POLYETHLENE WRAP SECTION VIEW SPACING: 1. AT EVERY HYDRANT 2. 600 FT MAXIMUM 3. AS DIRECTED BY CITY UTILITY SUPERINTENDANT HYDRANT LOCATOR BOX TO RIGHT OF HYD VIEWED FROM MAIN MAIN IN STREET PLAN VIEW VALVE BOX 3' MAX 24" MIN COIL OF EACH WIRE12 " CONSTRUCTION WITH TACK COAT BETWEEN LIFTS 5 1/2" ASPHALTIC CONCRETE PAVEMENT IN 3 STAGE 8" BASE-CONSISTING OF 4"-3/4" CRUSHED LIMESTONE TB STATE CITY OF MUSKEGO TYPICAL URBAN CROSS SECTION GRADATION #2 4"-1/2" CRUSHED LIMESTONE STATE GRADATION #1 0.02%0.02%4" TOPSOIL, SEED, & MULCH 60.00' R.O.W 2.00% 12.00' 29.00' CL 2.00% 12.00'2.50' 2.0% (TYP.) 15' 0.50' 99.93 99.6899.76 100.00 100.24 (TYP) UNDER ALL CURB & GUTTER GRAVEL OR STONE BASE 6" MIN. 3/4" CRUSHED SUMP LINE SECTION REVERSE MOUNTABLE CONCRETE CURB & GUTTER (NOT TO SCALE) SUMP LINE INLINE CLEANOUT SAFETY GRATE DETAIL (NOT TO SCALE) 7/10/14 Jul 10, 2014 ISSUE DATE SCALE SEAL PROJECT MANAGER PROJECT NUMBER SHEET ISSUED FOR BE L L E C H A S S E S U B D I V I S I O N ( P H A S E 3 ) MU S K E G O , W I S C O N S I N BE L L E C H A S S E P A R T N E R S , L L C 16 0 0 6 W . L I N C O L N A V E N U E WE S T A L L I S , W I 5 3 2 2 7 PR EPN 130288 39 39 OF CO N S T R U C T I O N D E T A I L S CL I E N T STANDARD URBAN CROSS SECTION MINOR STREETS TEMPORARY RAMP MANHOLE DETAIL INTERIM PAVEMENT CROSS SECTION INTERIM PAVEMENT INLET BOARDWALK FRAMING DETAIL BOARDWALK SECTION DETAIL BOARDWALK RAILING SECTION DETAIL 8" Sonotubeto be filledwith concretearound posts 7/10/14