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Public Works Committee Packet - 6/20/2016 CITY OF MUSKEGO PUBLIC WORKS COMMITTEE AGENDA June 20, 2016 6:00 PM Muskego Room, W182 S8200 Racine Avenue CALL TO ORDER PLEDGE OF ALLEGIANCE ROLL CALL STATEMENT OF PUBLIC NOTICE APPROVAL OF MINUTES HELD MAY 16, 2016 STATUS OF PROJECTS Discussion update. No formal action may be taken on any of the following: 1. Annual Road Improvement Program 2. Woods Road Recreational Trail (Racine to Windover Drive) 3. North Cape Road Recreational Trail (Hwy 36 to Aster Hills Subdivision) 4. Lake Street/Wildwood Drive Storm Sewer 5. Flintlock Drive Storm Sewer 6. Moorland Road Reconstruction 7. Automated Refuse Collection Transition UNFINISHED BUSINESS Discussion update and possible action may be taken on any or all of the following: 1. Discuss Request for Proposal for Preliminary Engineering of the Martin Drive Recreation Trail (Janesville Road to Lannon Drive) 2. Discuss Princeton Drive traffic calming request NEW BUSINESS Discussion update and possible action may be taken on any or all of the following: 1. Approve use of remaining letter of credit funds for installation of subdivision trees in Crystal Lake Subdivision 2. Discuss potential replacement of WE Energies bridge near Sandy Beach Drive and design agreement approval 3. Review Agreement from WE Energies Agreement for Bridge Removal and Replacement 4. Review drainage easement requirements for proposed Thode Drive land division 5. Review and approval of detour route for Tess Corners Drive closure in Franklin 6. Review and approval of the 2015 Compliance Maintenance Annual Report 7. Approve acquisition of Permanent and Temporary Limited Easements for the North Cape Road Recreational Trail 8. Review and approval of the Parkland Towne Center Public Infrastructure Construction Plans 9. Approval of a water main easement for Rainbow Day Care property on Princeton Drive (tax key 2172-030-006) 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 May 16, 2016 6:00 PM Aldermen’s Room – Upper Level of City Hall, W182 S8200 Racine Avenue CALL TO ORDER Alderman Kubacki called the meeting to order at 6:02PM. PLEDGE OF ALLEGIANCE Those present recited the Pledge of Allegiance. ROLL CALL Present: Alderman Kubacki, Alderman Madden. Also present Public Works Director David Simpson. Absent: Alderman Kapusta STATEMENT OF PUBLIC NOTICE The meeting was noticed in accordance with the open meeting laws. APPROVAL OF MINUTES HELD April 18, 2016. Alderman Madden made a motion to approve MINUTES for meeting HELD April 18, 2016. Alderman Kubacki seconded. Motion Passed 2 in favor. STATUS OF PROJECTS Discussion update. No formal action may be taken on any of the following: Annual Road Improvement Program Woods Road Recreational Trail (Racine Ave to Windover Drive) North Cape Road Recreational Trail (Hwy 36 to Aster Hills Subdivision) Lake Street/Wildwood Drive Storm Sewer Flintlock Drive Storm Sewer Moorland Road Reconstruction Automated Refuse Collection Transition UNFINISHED BUSINESS Discussion update and possible action may be taken on any or all of the following: Discuss Princeton Drive traffic calming request Deferred until the next meeting. NEW BUSINESS Discussion update and possible action may be taken on any or all of the following: Discuss Road Program Construction Method for Parker Drive Alderman Madden made a motion to approve pulvering Parker Drive and adding additional oil for a cost of around $20,000. Alderman Kubacki seconded. Motion Passed 2 in favor. Approve Request for Proposal for Preliminary Engineering of the Woods Road Recreational Trail (Windover Drive to Janesville Road) Alderman Madden made a motion to deny the request for Preliminary Engineering of the Woods Road Recreational Trail (Windover Drive to Janesville Road). Alderman Kubacki seconded. Motion Passed 2 in favor. This project has been put on hold. Approve Request for Proposal for Preliminary Engineering of the Martin Drive Recreational Trail (Janesville Road to Lannon Drive) Alderman Madden made a motion to defer the Proposal for Preliminary Engineering of the Martin Drive Recreational Trail (Janesville Road to Lannon Drive). Alderman Kubacki seconded. Project is in the early stages of planning. Looking for feedback from residents. Motion Passed 2 in favor. NEW BUSINESS PLACED ON FILE (The following items have been placed on file for staff review. Upon completion of review, staff will submit a supplement detailing options and possible course of action to committee members.) COMMUNICATIONS AND MISCELLANEOUS BUSINESS AS AUTHORIZED BY LAW ADJOURNMENT Alderman Madden made a motion to ADJOURN at 6:40PM. Alderman Kubacki seconded. Motion Passed 2 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: Approve Request for Proposal for Preliminary Engineering of the Martin Drive Recreational Trail (Janesville Road to Lannon Drive). Date: June 16, 2016 Previously Reported/Discussed. The attached request for proposals (RFP) has been developed in order to obtain proposals for professional services for the preliminary design and budgeting for the construction of a recreational trail along Martin Drive from Janesville Road to Lannon Drive. This segment would connect to the section the City has in place on Martin already down to Janesville Road. Because there are unknown environmental constraints and the right-of-way is restrictive, we are asking for an analysis of the pathway on both sides. A PIM would be done in September and feedback analyzed by the Committee before moving ahead with a full design if the project were budgeted. Letters were mailed out to residents asking for input from residents. We mailed a letter to all residents asking for input so further discussion could be had. I received the attached emails and two verbal responses. The residents who I talked to at the counter and over the phone do not want the pathway installed at this time. Recommendation for Action by Committee: Discuss whether to move ahead with the project at this time or to postpone the project until it can be constructed in conjunction with a road reconstruction project and direct staff accordingly. Page 1 of 1 From:bruce.angle@thomsonreuters.com To:David Simpson Subject:Bike Path Date:Thursday, June 02, 2016 2:11:05 PM Mr. David Simpson: I live in the Chamberlain Hills subdivision on lot 24. You may remember me from several years ago. One of the items that makes Muskego special are both the quantity and quality of our bike paths. As long as it’s not raining, it seems that people are using our bike paths in both winter and summer. My wife and I fully support this bike trail and all others that the city is considering. They seemed to be used by a broad spectrum of our population and they make our little city unique. New Berlin, Franklin, and Hales Corners do not offer our level of trails. What a great city asset that we need to continue to invest in. We are thrilled that our city views these trails as an asset too. For this trail in particular, Martin Drive needs a bike trail. It’s a main road in our city and walking, jogging, or riding a bike on this road can be dangerous. Martin Drive has elevation changes and it can be difficult for drivers to see pedestrians as they crest the hill. Heading west, the sun can also be an issue in the evening. The land in front of our subdivision would be enhanced with a trail. Bruce… Bruce and Michelle Angle W164S6779 Chamberlain Hill Dr. Muskego, WI 53150 262 227-2216 From: Chamberlain Hill [mailto:chamberlainhill@gmail.com ] Sent: Friday, May 27, 2016 11:28 PM To: (01) Tim & Alana Riemer; (01) Tim & Alana Riemer; (02) Matthew & Jennifer Rasmussen; (02) Matthew & Jennifer Rasmussen; (03) Kelly Lynn Baierl; (04) Tony & Michelle Heger; (05) Chris & October Blodgett; (06) Nick & Kathy Macht; (07) Jeff & Alison Riedi; (07) Jeff & Alison Riedi; (08) Dustin & Julie McCoy; (08) Dustin & Julie McCoy; (09) Paul Stankevich & Jill Berenz; (10) Dan & Lisa Piessens; (11) Jim & Amber Burke; (12) Eric & Colleen Krueger; (12) Eric & Colleen Krueger; (13) Larry & Yvonne Meyer; (14) Mark & Dorothy Zimmer; (15) Cassie Skenandore & Melanie Kastner; (15) Cassie Skenandore & Melanie Kastner; (16) Greg & Amy Lentz; (17) Octavio and Beth Castro; (18) Eric & Tina Lois; (18) Eric & Tina Lois; (19) Dan and Karen Smith; (20) Steve & Amy Ryan; (21) Jim & Michelle Gross; (22)Andrew Seidler; (23) John & Cathleen Hockers; Angle, Bruce A. (Financial&Risk); (25) Justin & Allison Helmer; (25) Justin & Allison Helmer; (26) Chris & Lynn Roob; (27) Tom & Ruth Nelson; (27) Tom & Ruth Nelson; (28) Paul E Ralston Tonya Duranso; (29) Brent & Sarah Seifert Subject: Bike Path Hello HOA members, The City of Muskego contacted Chamberlain Hill via mail informing us that the bike path on Martin Dr. has been bumped up on the calendar. Attached is the letter along with a map showing the proposed path. Please note that the path goes all the way to Lannon Drive. I was not able to fit that part of the document on the scanner. Jeff Riedi From:bulkmailwks@att.net To:David Simpson Subject:Recreation Trail on Martin Drive Date:Tuesday, June 07, 2016 7:24:19 AM Thank you for your letter concerning a proposed Recreation Trail on Martin Drive. Martin Drive is, in our opinion, a peaceful and scenic road which has been enjoyed by the all citizens of Muskego for decades. Any changes deserve an honest and open consideration. However, the information provided appears to be short of details. While there is mention of a Public Works Committee Meeting on June 20, 2016, there is no mention of the ”Request for Proposal” dated May 12, 2016 or that creators of a proposal should be prepared to defend the proposal in a public meeting on September 15, 2016. Not mentioning the “Request for Proposal” and time table for the action plan shows, at a minimum, an appearance of the Committee attempting to sneak the project through without appropriate input from affected property owners. In your letter you indicated any questions should be directed to you. There are all kinds of questions that come to mind such as the following presented in random order: 1. Who requested and/or thought such a “Recreation Trail” would be a significant benefit to the majority of Muskego citizens. 2. What weight will be given to the property owners affected by this change? For example, if all of the owners are against the creation of the path, would that result in reconsideration of the project? 3. Your “Request for Proposal” indicates both the North and South sides of the street should be considered. Why is the route on the north side of the street shown on the map provided? It would appear a plan showing a path on the south side of the street should also be provided. Such a “south side plan” should, in our opinion, be developed and provided to the property owners with adequate time to respond, if it hasn’t already. The houses on the south side have a greater set back. At least one house on the north side of the street would, at a minimum require moving and/or purchase. 4. Exactly, which properties will be offered compensation for the land used and how will the amount of compensation be determined? 5. Exactly what property changes will be included in the construction? For example, a number of properties may need their driveways altered. 6. If trees are to be removed, what will be erected to provide screen and noise abatement? Note that the current trees help provide ground erosion which could increase significantly after their removal. 7. What steps will be taken to prevent straying on to the adjoining property such as fences, screens, walls, etc.? 8. Exactly what landscaping changes will be made? For example, in a couple of cases there is a steep slope to the street. If the bank is leveled, what type of retaining wall will be constructed and will the retaining wall be high enough to allow leveling of the property? 9. Will the construction include the removal of all excess material? For example, over the years a few trees have been cut with the resulting logs piled on the property and/or easement. Will all such material be removed? 10. What compensation will be provided for the reduction of property value after being assessed by an independent individual/organization? 11. The purpose path will cross two or more streets. Will appropriate crosswalks and lighting be provided? Will it be necessary to install traffic light at the busy and/or concealed intersections? Notice that if the path was on the south side of the street, there would be less streets to be crossed. 12. How will current drainage ditches be crossed? Bridges? 13. When will a detailed plan be available which will address the esthetics of the path? 14. What railing, on the street side, will be provided to prevent unattended children from straying on to the Martin Drive? 15. Will the path be lighted? – Will there be any limit to the times of use? 16. Will the path be limited to foot traffic or would bicycles, skateboards, etc. be allowed? We are confident that all of the above questions will be addressed in any proposal. However, it would be prudent to include many of the items sited above in the “Request for Proposal” and any revised request. We will be looking forward to receiving your response to the questions listed above. Please respond promptly to allow adequate time for us and other concerned property owners adequate time to review your comments before the June 20 th meeting. Thank you. Mr. & Mrs. S. M. Mundro W170S6820 Timber Court Muskego, WI 53150 eMail: BulkMailWks@ATT.Net May 12, 2016 Request for Proposal- Martin Drive Recreational Trail The City of Muskego is requesting proposals for professional services in order to evaluate alignments and complete preliminary design of an eight foot wide recreational trail to be constructed on Martin Drive from Janesville Road to Lannon Drive. Proposals for professional services shall be submitted no later than 4:00 pm on June 3, 2016. The City would like to begin planning for the construction of an eight foot wide recreational trail along Martin Drive from Janesville Road to Lannon Drive. The construction would be planned for no earlier than 2017, however, we would like to examine alternative alignments and their associated costs now so that discussions can take place during this year’s budget process for 2017. The proposal’s scope should use the following guidelines and include the following items:  Survey data shall be collected to obtain all necessary information that could be used to complete full 100% plan sets in the future. Limits of data collection should include, at a minimum, Martin Drive ROW and a minimum of 20 feet onto all private property along said ROWs. This data will become property of the City in a format acceptable to the City such as AutoCAD. No survey will be required in the section of existing pathway and it can be assumed that the pathway will stay on the northeast side of Martin Drive from Janesville Road to the church so survey data will only be needed on that side of the road in that section.  Wetland delineation by an assured delineator is required.  All environmental, utility, right-of-way, and any other constraints shall be identified and surveyed.  After data collection proceed to 30% design of an alignment on both sides of Martin Drive so that impacts to the environment and private property can be analyzed.  Assist with creation of a project cost estimate for City budgeting needs by July 29th, 2016.  Complete an Engineer’s Estimate of probable construction costs with the 30% plans for both alternatives.  The scope should include meetings with City staff as needed to complete the project.  The scope should include attending and providing exhibits for one public informational meeting once the alternatives have been completed.  The scope shall include attending one Public Works Committee meeting.  The proposal shall include resumes of key staff that will work on the project.  The project schedule should plan the public informational meeting to be completed no later than September 15th, 2016 with adequate time for City staff to approve the 30% plan alternatives prior to that meeting date. It can be assumed that a notice to proceed will be given no later than June 15, 2016.  Fee shall be lump sum and all draft plans and survey data shall be provided to the City in AutoCAD format and shall not be protected against use by the City or others the City may chose in the future to utilize the data. The contents of the letter proposal for professional services shall spell out the Scope of Services to be provided, the Services Not Included, the proposed Completion Schedule, the Professional Fees, and the Assumptions and Conditions under which the proposal is being made. Should you like to submit for both RFP you may do so in one document, however, please provide a fee for each project separately as well as include any costs savings offered if you are selected for both projects. Thank you in advance for your potential interest in this project. If you have any questions, please do not hesitate to contact me directly at (262) 679-5686. Thank you, City of Muskego David Simpson, P.E. Director of Public Works/City Engineer ENGINEERING DIVISION W182 S8200 Racine Avenue, PO Box 749 Muskego, Wisconsin 53150-0749 (262) 679-4145 FAX (262) 679-5614 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 Princeton Drive Traffic Calming Request Date: June 14, 2016 Previously Reported: During the annual review of the operations of Taco Bell some comments were received that drivers were speeding on Princeton Drive. The Plan Commission asked that we examine the area and discuss potential solutions if there was in fact a problem. The Police Department was able to install traffic counters that monitor speed and number of vehicles and the report is attached. They were also able to have officers observe the operations and they saw no violations. Based on the 25mph speed limit, we hope to see speeds in the 85th percentile be no more than 30mph based on standard practices. The counter shows that the 85th percentile is 25mph in the average per day traffic count is 506 vehicles (WB only). Based on the data collected the roadway is currently operating better than expected. The average motorist is respecting the speed limit and traffic counts are not very high. New Information: The DPW and PD worked to install a new sign post and were able to monitor traffic in both directions on Princeton Drive mid-block between Moorland Road and Sandalwood Drive. The attached results show the results of the signs being placed with no “your speed” signs and the speed indication sign turned off. This was done to ensure we were able to gather accurate data as drivers can sometimes be influenced by the speed indication sign. The 85th percentile in the eastbound direction is 29mph and in the westbound direction is 25mph. The average daily volume is 399 cars in the eastbound direction and 180 cars in the westbound direction. This yields an average vehicle count of around 600 vehicles for the roadway, which is within what one would expect for this roadway. Recommendation for Action by Committee: Monitor and enforce current speed limit as issues arise. Page 1 of 1 CITY OF MUSKEGO Staff Report to Finance Committee To: Finance Committee From: David Simpson, P.E., Director of Public Works/City Engineer Subject: Crystal Lake Subdivision – Street Tree Planting Date: June 16, 2016 The Developer of the Crystal Lake Subdivision, Weber Homes Inc, represented by Tracy Weber has failed to complete the remaining items within the Crystal Lake development. The City revoked his Letter of Credit and we have completed a good amount of the remaining items with the $66K LOC. We issued a citation to the company, Weber Homes, Inc and have received a judgment against said company. The attorney for the company has written the attached letter asking to settle the case for $6,000. They are claiming that the business is not active and they have no assets so we will likely never collect against the judgment. I have attached the costs to date vs. amount of estimated remaining costs. As you can see we have already installed the final lift of asphalt, adjusted inlets, and repaired curb damage. After subtracting the amount owed for the Developer Deposit we have a remaining $9,700.45 from the LOC to utilize for remaining items. Since the last Finance Committee Meeting we have asked the Developer for the additional funds that they promised, however, nothing has been delivered to date. I think we need to assume we will never see additional money from the Developer and move ahead with utilizing the last of the funds for some of the improvements. I have asked the property owners to give us their opinion as to what should be done with the remaining funds and we are currently proposing to complete street tree plantings per the attached. Recommendation for Action by Committee: Proceed with obtaining bids installing street trees per the attached plans with the condition that the costs remain within the remaining letter of credit fund balance. Page 1 of 1 !. !. !. !. !. !. QMC GTI GTI QMC COP !. QBI QBI AMM!. !. !. !. !. TAR GDO !.QMC !.TAR !.GTI GTI !. !. !. ASC QBI ASC TAR !. COP COP GDO GDO AMM !. !. QMC !. !. ASC !. 30'30' 30'30' !. C R Y S T A L D R C R Y S T A L D R M U S K E G O D A M D RMUSKEGO D A M D R O R I O L E L N O R I O L E L N MMUUSSKKEEGGOO DDAA MM DD RR Text CRYSTAL LAKE SU BDIVISION - PROPOSED STR EET TREES Date: 5/24/2016 1.The l andscape Instal l e r must contact the Ci ty Fore ste r pri or to pl anti ng. 2.Tre e s shal l be pl ante d i n accordance to the Tre e Pl anti ng Di agram. 3.Any substi tuti ons or al te rati ons to the pl an must re ce i ve approv al f rom the Ci ty Fore ste r. 4.Unde rground uti l i ti e s must be l ocate d pri or to i nstal l ati on; It i s the re sponsi bi l i ty of the l andscape i nstal l e r to contact Di gge rs Hotl i ne . 5.Pl ant mate ri al shal l conf orm to A me ri can Standard f or Nurse ry (AN SI Z600) and compl y wi th al l appl i cabl e state and f e de ral l aw s gove rni ng i nspe cti on, shi ppi ng, se l l i ng and handl i ng of nurse ry stock. 6.Stock shal l be handl e d prope rl y so that root bal l s are not l oose ne d or al l ow e d to dry out and trunks and branche s are not damage d. 7.Pl anti ngs shal l be guarante e d to be i n a he al thy and f l ouri shi ng condi ti on f or a pe ri od of e i ghte e n (18) months. G ENERAL NOTES PLANTING LOCATIONS Tre e s must be at l e ast: 10' f rom a f i re hydrant *Tre e s shoul d be pl ante d outsi de of ROW, on pri vate prope rty, w i thi n f i ve f oot (5') stre e t tre e e ase me nt (se e subdi v i si on pl at f or de tai l s). 20' f rom a stre e tl i ght or uti l i ty pol e 10' f rom a dri ve w ay 30' f rom any stre e t corne r 10' f rom a gas/w ate r val ve or uti l i ty l ate ral s SYMBOL COM MON N AME SCIENTIFIC NAM E CALIPER QUANTITY GDO COFFEETREE, KENTUCKY (MALE SEEDLESS ONLY)GYMNO CLADUS DI OI CA 1.75"3 COP HACKBERRY, PRAI RI E PRI DE CELTI S O CCI DENTALI S 'PRAI RI E PRI DE'1.75"3 GTI HO NEYLOCUST, SKYLI NE GLEDI TSI A TRI ACANTHO S I NERMI S ' SKYLI NE'1.75"4 TAR LI NDEN, RED MO ND TI LI A AMERI CANA CV 'REDMOND'1.75"3 AMM MAPLE, STATE STREET MI YABEI ACER MI YABEI 'MORTON'1.75"2 ASC MAPLE, SUGAR ACER SACCHARUM 1.75"3 QMC O AK, BUR QUERCUS MACROCARPA 1.75"4 QBI O AK, SWAMP WHI TE QUERCUS BI COLOR 1.75"3TOTAL25 ±0 130 26065 Feet 1 inch = 60 feet LEGEND !.PROPOSED TREE STREET CENTERLINE STREET CURB EDGE 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 potential replacement of WE Energies bridge near Sandy Beach Drive and potential design agreement approval Date: June 16, 2016 I was able to get the WDNR to give the City an initial opinion that they will permit a box culvert at the location of the failing bridge. This opinion was not given with enough time to obtain multiple quotes for design, however, I was able to obtain one from GRAEF as they are familiar with the project as they were helping us through the process thus far when we thought the bridge might be salvageable (at no cost). Because the cost is very reasonable, they are knowledgeable about the project, and we have had good luck with GRAEF in the past, I think we should move ahead with GRAEF for this project’s design now so that we can establish a budget number prior to budgeting for 2017. Recommendation for Action by Committee: Authorize proceeding design and permitting of a box culvert on the WE Energies trail with design by GRAEF for $5,000. Page 1 of 1 One Honey Creek Corporate Center 125 South 84th Street, Suite 401 Milwaukee, WI 53214-1470 414 / 259 1500 414 / 259 0037 fax www.graef-usa.com 0016-0108.00 June 13, 2016 David Simpson, P.E. Director of Public Works/City Engineer City of Muskego W182 S8200 Racine Ave., Box 749 Muskego, WI 53150-0749 Subject: WE Energies Trail Bridge Replacement Dear David: Per your request, Graef-USA Inc. (GRAEF) is pleased to provide this proposal for services to City of Muskego (Client). An executed copy of this proposal will become our Agreement. This proposal is for professional services for the WE Energies Trail Bridge Replacement (Project). This proposal is subject to GRAEF’s Standard Terms and Conditions, a copy of which is attached and incorporated by reference. It is our understanding that the nature of the Project involves providing construction plans and specifications for a replacement bridge owned by WE Energies in the City of Muskego. It is our understanding that the trail bridge will be replaced by a box culvert of similar size and shape of the existing bridge. For this Project, GRAEF proposes to provide the following Basic Services:  Perform one site visit to visually evaluate the existing stream hydrology  Attendance at a meeting with the City of Muskego  Construction Plans and Specifications  Bidding Documents GRAEF will endeavor to perform the proposed Basic Services per the following schedule:  Provide analysis and report within 6 weeks of notice to proceed. At your written request, GRAEF will provide the following Additional Services for additional compensation as detailed below:  Alternatives Analysis  Hydraulic Analysis  Meetings or site visits in addition to that described above in Basic Services.  Preparation of a CLOMR Application  Preparation of a LOMR Application  Prepare Chapter 30 Permit Application  Prepare Endangered Resource Review Mr. David Simpson, P.E. -2- June 13, 2016 0016-0108.00 A Conditional Letter of map Revision (CLOMR) and Letter of Map Revision (LOMR) would be required with any increase in the floodplain elevations near the bridge and would include permit fees of $16,000. A LOMR would be required with any decrease in the floodplain elevations near the bridge and would include permit fees of $8,800. It is our understanding that the proposed bridge shall not increase or decrease the floodplain elevations and would not trigger the need for a CLOMR or LOMR application. For this Project, it is our understanding Client will provide the following services, items and/or information:  Access to the bridge.  Any plans or reports regarding the existing bridge For all Basic Services, Client agrees to compensate GRAEF for a lump sum fee of $5,000 plus reimbursable expenses such as mileage and permit fees. For all Additional Services, Client agrees to compensate GRAEF as follows as mutually agreed upon at the time of the request for services. To accept this proposal, please sign and date both of the enclosed copies and return one to us. Upon receipt of an executed copy, GRAEF will commence work on the Project. Graef-USA Inc. looks forward to providing services to the City of Muskego. Sincerely, Graef-USA Inc. Accepted by: City of Muskego ____________________________ Bridget S. Henk, P.E., ENV SP, LEED AP BD+C (Signature) Project Manager ____________________________ (Name Printed) ____________________________ (Title) Michael N. Paulos P.E., C.D.T., LEED AP Mr. David Simpson, P.E. -3- June 13, 2016 0016-0108.00 Municipal Market Team Leader Principal Date: _______________________ 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: Review Agreement from WE Energies Agreement for Bridge Removal and Replacement Date: June 16, 2016 The attached draft agreement between the City and WE Energies outlines the responsibilities of each party. The essentials of the agreement include the fact that the City will own the box culvert and pay for its installation and maintenance. WE Energies will pay for the removal of the existing bridge, but the City will contract for it and then bill WE Energies upon completion, and said removal must occur no later than September 30, 2017. If these essential components of the agreement are agreeable, I will have the agreement reviewed by the City Attorney and then bring it forth Council for final approval. Recommendation for Action by Committee: Approve Addendum #8 to the Muskego Recreation Trail Agreement with WE Energies. Page 1 of 1 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: Review drainage easement requirements for proposed Thode Drive land Division Date: June 16, 2016 As part of all land divisions, the Engineering Department reviews said proposals for compliance with all City ordinances and policies. As part of this review we look for drainage routes that currently exist without easements and ask that those routes be placed within an easement to protect future land owners from purchasing land without knowing that a drainage patter exists. The attached letter, CSM and exhibit show the location of a drainage easement that staff believes should be created as part of the proposed land division. While the water must be allowed to drain through the land, which is described under State law, we also ask for the easement to further clarify the use of the land. Recommendation for Action by Committee: Require a 20 foot wide easement centered over the existing drainage way on Lot 1 of the proposed CSM prior to City approval and signatures. Page 1 of 1 576RIM 782.35782.35 15" 582RIM 783.16783.16 15" 575RIM 781.96781.96 15" 632RIM 786.22784.50 12" SW 631RIM 786.67783.82 12" NE783.77 15" SE783.77 18" SW 627RIM 787.53782.88 18" NE782.83 12" SE782.78 18" SW 626RIM 787.50782.95 12" NW782.95 12" SE 625RIM 787.31783.66 12" NW783.66 12" SE 623RIM 787.12782.42 18" NE783.12 15" SE782.42 21" SW 628RIM 789.08784.63 12" NW 629RIM 788.70784.55 12" NW784.55 12" SE 630RIM 788.51784.06 15" NW784.06 12" SE 581RIM 783.45783.45 15" W151S10282 TH O D E D R HEINRICH DR784 786 78 2 78 0 778 77 6 774 788 790 788 7 8 2 7 8 0 788 784 78 6 786 7 8 6 782 78 6 786 7 7 8 788 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: Review and approval of detour route for Tess Corners Drive closure in Franklin Date: June 16, 2016 The City of Franklin will be reconstructing a box culvert on Tess Corners Drive just over the Franklin/Muskego border. They are requesting that the City allow a posting of a detour down Woods Road west into Franklin (see attached). They are stating that the detour will last from August 1st through October 30th, 2016. Recommendation for Action by Committee: Recommend allowing the detour as shown on the attached. Page 1 of 1 Detour Route SHEET NUMBER DA T E DE S C R I P T I O N W1 5 6 N 1 1 3 5 7 P i l g r i m R o a d , G e r m a n t o w n , W I 5 3 0 2 2 Of f i c e : 2 6 2 . 5 0 2 . 0 0 6 6 , F a x : 2 6 2 . 5 0 2 . 0 0 7 7 ww w . h i m a l a y a n l l c . c o m CHECKED BY: DESIGNED BY: JOB NO.: DATE: &23<5,*+7+,0$/$<$1&2168/7$176//& 03/02/2016 1014CFRANKLIN M BABICH M MALAS W. S T . M A R T I N S R O A D O V E R T E S S C O R N E R S C R E E K DE T O U R P L A N BR I D G E R E P L A C E M E N T FR A N K L I N , W I 7 of 16 Feet 0 400 800 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: Recommend approval of the Compliance Maintenance Annual Report (CMAR) for 2015 Date: June 16, 2016 One of our responsibilities in the operation of the City’s Sanitary Sewer Conveyance System comes from the WDNR. They require an annual report titled “Compliance Maintenance Annual Report” (CMAR). Part of the report (see attached) is a requirement to have a resolution such as the attached resolution in order to ensure that elected officials are aware of the current state of the system by sharing the CMAR and ensuring adequate funding is available to the Utility. For the year 2015 the City’s Grade was an A (4.0) as can be seen on the attached report. Recommendation: Recommend approval of the attached resolution. Page 1 of 1 COMMON COUNCIL - CITY OF MUSKEGO RESOLUTION #____-2016 WISCONSIN DEPARTMENT OF NATURAL RESOURCES NR 208 - COMPLIANCE MAINTENANCE RESOLUTION FOR 2015 WHEREAS, It is a requirement under a Wisconsin Pollutant Discharge Elimination System (WPDES) permit issued by the Wisconsin Department of Natural Resources to file a Compliance Maintenance Annual Report (CMAR) for the City of Muskego’s wastewater collection system under Wisconsin Administrative Code NR 208; and WHEREAS, It is necessary to acknowledge that the governing body has reviewed the Compliance Maintenance Annual Report (CMAR) for 2015. WHEREAS, The Muskego Sewer Utility had a 4.0 average in 2014. NOW, THEREFORE, BE IT RESOLVED That the Common Council of the City of Muskego, upon the recommendation of the Public Works Committee, does hereby commit the necessary funding to operate the City’s sewer utility efficiently and maintain its above 3.0 grade point average. DATED THIS _ DAY OF _ , 2016. SPONSORED BY: PUBLIC WORKS COMMITTEE This is to certify that this is a true and accurate copy of Resolution #___-2016 which was adopted by the Common Council of the City of Muskego. _______________________ Clerk-Treasurer Compliance Maintenance Annual Report Muskego City Last Updated:Reporting For: 6/2/2016 2015 Financial Management 1.Provider of Financial Information Name: Scott Kloskowski Telephone:262 679 4149 (XXX) XXX-XXXX E-Mail Address (optional):skloskowski@cityofmuskego.org 2.Treatment Works Operating Revenues 2.1 Are User Charges or other revenues sufficient to cover O&M expenses for your wastewater treatment plant AND/OR collection system ? Yes (0 points) No (40 points) If No,please explain: 2.2 When was the User Charge System or other revenue source(s)last reviewed and/or revised? Year: 2015 0-2 years ago (0 points) 3 or more years ago (20 points) N/A (private facility) 2.3 Did you have a special account (e.g.,CWFP required segregated Replacement Fund,etc.)or financial resources available for repairing or replacing equipment for your wastewater treatment plant and/or collection system? Yes (0 points) No (40 points) 0 REPLACEMENT FUNDS [PUBLIC MUNICIPAL FACILITIES SHALL COMPLETE QUESTION 3] 3.Equipment Replacement Funds 3.1 When was the Equipment Replacement Fund last reviewed and/or revised? Year: 2015 1-2 years ago (0 points) 3 or more years ago (20 points) N/A If N/A,please explain: 3.2 Equipment Replacement Fund Activity 3.2.1 Ending Balance Reported on Last Year's CMAR $843,694.69 3.2.2 Adjustments -if necessary (e.g.earned interest, audit correction,withdrawal of excess funds,increase making up previous shortfall,etc.) $0.00 3.2.3 Adjusted January 1st Beginning Balance $ 843,694.69 3.2.4 Additions to Fund (e.g.portion of User Fee, earned interest,etc.)+$ 27,260.82 3.2.5 Subtractions from Fund (e.g.,equipment replacement,major repairs -use description box 3.2.6.1 below*)-$ 0.00 3.2.6 Ending Balance as of December 31st for CMAR Reporting Year $ 870,955.51 Compliance Maintenance Annual Report Muskego City Last Updated:Reporting For: 6/2/2016 2015 All Sources:This ending balance should include all Equipment Replacement Funds whether held in a bank account(s),certificate(s)of deposit,etc. 3.2.6.1 Indicate adjustments,equipment purchases,and/or major repairs from 3.2.5 above. 3.3 What amount should be in your Replacement Fund?$ 215,000.00 Please note:If you had a CWFP loan,this amount was originally based on the Financial Assistance Agreement (FAA)and should be regularly updated as needed.Further calculation instructions and an example can be found by clicking the HELP link under Info in the left-side menu. 3.3.1 Is the December 31 Ending Balance in your Replacement Fund above,(#3.2.6)equal to,or greater than the amount that should be in it (#3.3)? Yes No If No,please explain. 0 4.Future Planning 4.1 During the next ten years,will you be involved in formal planning for upgrading,rehabilitating, or new construction of your treatment facility or collection system? Yes - If Yes, please provide major project information, if not already listed below. No Project # Project Description Estimated Cost Approximate Construction Year 1 pump replacement-McShane Lift station 30,000 2017 2 Replace VFD's and controls-Loomis Rd LS 50,000 2018 3 Replace VFD's and controls-Woods Rd LS 70,000 2019 4 Replace controls Sobek La Lift Station 30,000 2020 5 Replace controls Kurtze La Lift Station 50000 2021 5.Financial Management General Comments Total Points Generated 0 Score (100 -Total Points Generated)100 Section Grade A Compliance Maintenance Annual Report Muskego City Last Updated:Reporting For: 6/2/2016 2015 Sanitary Sewer Collection Systems 1.CMOM Program 1.1 Do you have a Capacity,Management,Operation &Maintenance (CMOM)requirement in your WPDES permit? Yes No 1.2 Did you have a documented (written records/files,computer files,video tapes,etc.)sanitary sewer collection system operation &maintenance (O&M)or CMOM program last calendar year? Yes (Continue with question 1) No (30 points) (Go to question 2) 1.3 Check the elements listed below that are included in your O&M or CMOM program. Goals Describe the specific goals you have for your collection system: Properly manage,operate and maintain all parts of the collection system,provide adequate capacity to convey base and peak flows prevent and mitigate impacts of SSO's,provide notification to those with reasonable potential for exposure to pollutants associated with SSO's. Organization Do you have the following written organizational elements (check only those that apply)? Ownership and governing body description Organizational chart Personnel and position descriptions Internal communication procedures Public information and education program Legal Authority Do you have the legal authority for the following (check only those that apply)? Sewer use ordinance Last Revised Date (MM/DD/YYYY) 05/22/2003 Pretreatment/industrial control Programs Fat, oil and grease control Illicit discharges (commercial, industrial) Private property clear water (sump pumps, roof or foundation drains, etc.) Private lateral inspections/repairs Service and management agreements Maintenance Activities (provide details in question 2) Design and Performance Provisions How do you ensure that your sewer system is designed and constructed properly? State plumbing code DNR NR 110 standards Local municipal code requirements Construction, inspection, and testing Others: Overflow Emergency Response Plan: Does your emergency response capability include (check only those that apply)? Alarm system and routine testing Emergency equipment Emergency procedures Communications/notifications (DNR, internal, public, media, etc.) Capacity Assurance: How well do you know your sewer system?Do you have the following? Compliance Maintenance Annual Report Muskego City Last Updated:Reporting For: 6/2/2016 2015 Current and up-to-date sewer map Sewer system plans and specifications Manhole location map Lift station pump and wet well capacity information Lift station O&M manuals Within your sewer system have you identified the following? Areas with flat sewers Areas with surcharging Areas with bottlenecks or constrictions Areas with chronic basement backups or SSOs Areas with excess debris, solids, or grease accumulation Areas with heavy root growth Areas with excessive infiltration/inflow (I/I) Sewers with severe defects that affect flow capacity Adequacy of capacity for new connections Lift station capacity and/or pumping problems Annual Self-Auditing of your O&M/CMOM Program to ensure above components are being implemented,evaluated,and re-prioritized as needed Special Studies Last Year (check only those that apply): Infiltration/Inflow (I/I) Analysis Sewer System Evaluation Survey (SSES) Sewer Evaluation and Capacity Managment Plan (SECAP) Lift Station Evaluation Report Others: 0 2.Operation and Maintenance 2.1 Did your sanitary sewer collection system maintenance program include the following maintenance activities?Complete all that apply and indicate the amount maintained. Cleaning 6 % of system/year Root removal 0 % of system/year Flow monitoring 100 % of system/year Smoke testing 0 % of system/year Sewer line televising 20 % of system/year Manhole inspections 21 % of system/year Lift station O&M 52 # per L.S./year Manhole rehabilitation .1 % of manholes rehabbed Mainline rehabilitation .1 % of sewer lines rehabbed Private sewer inspections 0 % of system/year Private sewer I/I removal 0 % of private services Please include additional comments about your sanitary sewer collection system below: Compliance Maintenance Annual Report Muskego City Last Updated:Reporting For: 6/2/2016 2015 3.Performance Indicators 3.1 Provide the following collection system and flow information for the past year. 32.84 Total actual amount of precipitation last year in inches 34.76 Annual average precipitation (for your location) 152 Miles of sanitary sewer 26 Number of lift stations 0 Number of lift station failures 0 Number of sewer pipe failures 0 Number of basement backup occurrences 0 Number of complaints 1.57 Average daily flow in MGD (if available) 2.53 Peak monthly flow in MGD (if available) 8.6 Peak hourly flow in MGD (if available) 3.2 Performance ratios for the past year: 0.00 Lift station failures (failures/year) 0.00 Sewer pipe failures (pipe failures/sewer mile/yr) 0.00 Sanitary sewer overflows (number/sewer mile/yr) 0.00 Basement backups (number/sewer mile) 0.00 Complaints (number/sewer mile) 1.6 Peaking factor ratio (Peak Monthly:Annual Daily Avg) 5.5 Peaking factor ratio (Peak Hourly:Annual Daily Avg) 4.Overflows LIST OF SANITARY SEWER (SSO)AND TREATMENT FACILITY (TFO)OFERFLOWS REPORTED ** Date Location Cause Estimated Volume (MG) None reported **If there were any SSOs or TFOs that are not listed above,please contact the DNR and stop work on this section until corrected. 5.Infiltration /Inflow (I/I) 5.1 Was infiltration/inflow (I/I)significant in your community last year? Yes No If Yes,please describe: 5.2 Has infiltration/inflow and resultant high flows affected performance or created problems in your collection system,lift stations,or treatment plant at any time in the past year? Yes No If Yes,please describe: 5.3 Explain any infiltration/inflow (I/I)changes this year from previous years: Do to work we have done in repairing leaks and a decrease in storm events and intensity,our base flows have been reduced. Compliance Maintenance Annual Report Muskego City Last Updated:Reporting For: 6/2/2016 2015 5.4 What is being done to address infiltration/inflow in your collection system? We repair leaks in mainlines and manholes as we find them. Total Points Generated 0 Score (100 -Total Points Generated)100 Section Grade A Compliance Maintenance Annual Report Muskego City Last Updated:Reporting For: 6/2/2016 2015 Grading Summary WPDES No: 0047341 SECTIONS LETTER GRADE GRADE POINTS WEIGHTING FACTORS SECTION POINTS Financial A 4 1 4 Collection A 4 3 12 TOTALS 4 16 GRADE POINT AVERAGE (GPA)=4.00 Notes: A = Voluntary Range (Response Optional) B = Voluntary Range (Response Optional) C = Recommendation Range (Response Required) D = Action Range (Response Required) F = Action Range (Response Required) Compliance Maintenance Annual Report Muskego City Last Updated:Reporting For: 6/2/2016 2015 Resolution or Owner's Statement Name of Governing Body or Owner: Date of Resolution or Action Taken: Resolution Number: Date of Submittal: ACTIONS SET FORTH BY THE GOVERNING BODY OR OWNER RELATING TO SPECIFIC CMAR SECTIONS (Optional for grade A or B.Required for grade C,D,or F): Financial Management:Grade =A Collection Systems:Grade =A (Regardless of grade,response required for Collection Systems if SSOs were reported) ACTIONS SET FORTH BY THE GOVERNING BODY OR OWNER RELATING TO THE OVERALL GRADE POINT AVERAGE AND ANY GENERAL COMMENTS (Optional for G.P.A.greater than or equal to 3.00,required for G.P.A.less than 3.00) G.P.A.=4.00 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: Approve acquisition of Permanent and Temporary Limited Easements for the North Cape Road Recreation Trail Date: June 16, 2016 As part of the construction of the North Cape Road Recreation Trail, which is scheduled to have bids open June 23rd, it is necessary to purchase a Permanent Limited Easement (PLE) and Temporary Limited Easements (TLE) in order to construct the pathway. The design plans have progressed to a point in which we are able to establish limits for TLE and PLE. We must now begin the acquisition of the appropriate land interests. The attached acquisition exhibit also labeled Exhibit A, shows each area of the PLE and the attached plans show the areas of the TLE. There are a total of 7 properties affected. The PLE area will be purchased as permanent interest that will become a City easement necessary for continuous City ownership while areas identified as TLE will be temporary easements for grading and/or access which will be returned to the property owner upon completion of the project. The attached Resolution acts as the necessary first step in acquiring the necessary land interests. Once this Relocation Order is complete, staff will begin contacting residents to complete the appraisal (only needed on the PLE) and purchase process. The TLEs are able to be purchased via direct offers not to exceed the values established for similar interests on other projects if the Committee desires. This would save substantial money over completing appraisals for each. I would also anticipate that these offers would not exceed $500 per property. Recommendation for Action by Committee: Approve the attached relocation order for the construction of the North Cape Road recreation trail. Page 1 of 1 COMMON COUNCIL - CITY OF MUSKEGO RESOLUTION #___-2016 RELOCATION ORDER OF THE CITY OF MUSKEGO, WAUKESHA COUNTY, WISCONSIN North Cape Road Recreation Trail NOW COMES the City of Muskego, Waukesha County, Wisconsin, by its Common Council and for its Relocation Order hereby resolves as follows: 1. That this Resolution is a Relocation Order in accordance with §32.05(1), Wisconsin Statutes, for the purposes of the within described public improvement project and it is also a determination of necessity for that project in accordance with §32.07(2), Wisconsin Statutes. 2. That the City of Muskego hereby determines that it is a necessary and public purpose to reconstruct highways and other transportation facilities, watercourse facilities, and similar improvements (Improvements) along and adjacent to the North Cape Road Recreation Trail. 3. That the site of said Improvements is contained in Exhibit “A” entitled which is incorporated herein; 4. That the City of Muskego will acquire a permanent limited easement for said improvements as indicated on Exhibit "A". Passed and approved this ______ day of __________, 2016. I hereby certify that on the ____ day of _________, 2016, the within Relocation Order was adopted by a vote of ______ ayes to ______ nays by the Common Council of the City of Muskego, Waukesha County, Wisconsin. APPROVED: CITY OF MUSKEGO ______________________________ Kathy Chiaverotti, Mayor ATTEST: _______________________________ Sharon Mueller, Clerk CITY OF MUSKEGO C.T.H. "OO" (NORTH CAPE ROAD) PLAN OF PROPOSED IMPROVEMENT RECREATION TRAIL FINAL PLANS 06/07/2016 CI T Y O F M U S K E G O WA U K E S H A C O U N T Y , W I S C O N S I N CT Y O O ( N O R T H C A P E ) RE C R E A T I O N T R A I L C. T . H . " O O " RE C T R A I L G E N E R A L N O T E S CI T Y O F M U S K E G O WA U K E S H A C O U N T Y , W I S C O N S I N C. T . H . " O O " ( N O R T H C A P E R D ) CO N S T R U C T I O N D E T A I L S CI T Y O F M U S K E G O WA U K E S H A C O U N T Y , W I S C O N S I N 50 FEET * * C. T . H . " O O " ( N O R T H C A P E D R ) CO N S T R U C T I O N D E T A I L CI T Y O F M U S K E G O WA U K E S H A C O U N T Y , W I S C O N S I N C. T . H . " O O " ( N O R T H C A P E D R ) CO N S T R U C T I O N D E T A I L CI T Y O F M U S K E G O WA U K E S H A C O U N T Y , W I S C O N S I N Document Number Permanent Recreation Trail Easement Document Title 1. FOR AND IN CONSIDERATION of good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, Susan R Thomson-Vanselow Revocable Trust of 2011, owner and Grantor of the lands herein described does hereby grant unto the City of Muskego, Waukesha County, Wisconsin (Grantee) an easement with the right, permission and authority to enter upon, construct, install, use, maintain, replace and repair a public recreation trail (Facilities) together with appurtenances thereto, in, through, under, across, and upon the tract of land described as follows: Being part of the Northeast ¼ of the Northeast ¼ of Section 25, Town 5 North, Range 20 East, in the City of Muskego, Waukesha County, Wisconsin, Commencing at the Northwest corner of said Northeast ¼ Section; thence N 87°17’23” E 1,329.34 feet along the North line of said ¼ Section; thence S01°42’37” E 477.40 feet; thence N 87°17’23” E 415.92 feet to the point of beginning; thence N 87°17’23” E 252.04 feet, to the center line of North Cape Road; thence S 05°04’16” E 195.22 feet along said centerline; thence S 87°17’23” W 252.04 feet; thence N 05°04’16” W 195.22 feet to the point of beginning. Excepting the East 33 feet for Roadway purposes. Said easement area more particularly described as follows: The Easterly 15 feet of above said property, as measured perpendicular and running parallel to the east line of said property. Recording Area Name and Return Address City of Muskego W182S8200 Racine Ave Muskego, WI 53150-0749 Parcel Identification Number/s (PIN) MSKC 2257-994 2. Grantor hereby warrants that he/she has legal title to the lands which are the subject of this easement and that he/she has lawful authority to grant this easement. Further, Grantor shall defend and indemnify the City of Muskego in its exercise of rights under the easement herein granted against any defect in title to the land involved or the right of the Grantor to make the grant herein contained. 3. The right, permission and authority is also granted said Grantee, to trim and/or cut down certain trees and/or brush where said trees and/or brush interfere with the installation or maintenance of the Facilities or represent a hazard to such Facilities. 4. The Grantors, their successors and assigns, covenants and agrees to restrict the use of the land included in the easement described hereinabove as follows: A. The land will only be put to uses consistent with this easement. Page 1 of 3 B. No obstruction of access to the Facilities or its appurtenances shall be created in the future in that no building, trees or other structures or items that may interfere with inspection, maintenance or repair shall be located in the easement. C. The surface elevation of the land within the easement shall not be raised or lowered without the prior written approval of the Grantee. 5. Grantors, their successors and assigns, covenants and agrees to permit and allow grantee to have Facilities and its appurtenances to be installed at such time and in such location as grantee may deem necessary. 6. Grantee and its agents shall have the right to enter upon the premises of the Grantor for the purpose of exercising its rights herein acquired. Grantee agrees to restore or cause to have restored said premises, as nearly as is reasonably possible, to the condition existing prior to such entry by the Grantee or its agents. The restoration, however, does not apply to any brush or trees which may be removed at any time pursuant to the rights herein granted. 7. The undersigned understands that the City could not condemn the easement across said lands without following Wisconsin Condemnation Law procedures which provide protection to the rights of the property owners including, but not limited to, obtaining an appraisal at the City’s expense and payment of fair compensation to the property owner. The undersigned wishes to grant a perpetual recreation trail easement across said lands to the City for good and valuable consideration to the City and waive any and all condemnation rights which it may have including, but not limited to, the right to an appraisal, the rights to condemnation and any and all appeal rights. 8. All the provisions in this Easement Agreement shall run with the land and be binding upon and inure to the benefit of the parties and their respective successors and assigns. IN WITNESS WHEREOF, Susan R Thomson-Vanselow Revocable Trust of 2011, Grantor, has caused these presents to be signed on this ______ day of _______________________, 2016. GRANTOR/S: ___________________________ ____________________________ Signature Signature STATE OF WISCONSIN ) ) SS WAUKESHA COUNTY ) Personally came before me this _____ day of __________________, 20____, the above named __________________________, to me known to be the person/s who executed the foregoing instrument and acknowledged the same. Page 2 of 3 _________________________________________ Notary Public __________________________County, Wisconsin My Commission Expires: ____________________ IN WITNESS WHEREOF, the City of Muskego, Grantee, has caused these presents to be signed on this ______ day of _______________________, 2016. BY: Kathy Chiaverotti, Mayor BY: Sharon Mueller, City Clerk-Treasurer STATE OF WISCONSIN ) ) SS WAUKESHA COUNTY ) PERSONALLY came before me this _____ day of ____________, 2016, the above named Kathy Chiaverotti, Mayor, and Sharon Mueller, City Clerk-Treasurer of the City of Muskego, to me known to be the persons executed the foregoing instrument, and to me known to be such Mayo r and City Clerk-Treasurer of said municipal corporation, and acknowledged that they executed the foregoing instrument as such officers as the deed of said municipal corporation by its authority and pursuant to the authorization by the Common Council from their meeting on the _____ day of _____________, 2016. _____________________________ Notary Public __________________________County, Wisconsin My Commission Expires: ____________________ Page 3 of 3 Document Number TEMPORARY LIMITED EASEMENT THIS EASEMENT, made by Mark Dahlman and Patricia Collins , GRANTOR, conveys a Temporary Limited Construction easement as described below to the _____City of Muskego____________________________________________________GRANTEE, for the sum of valuable consideration ( ). for the purpose of Grading. Other persons having an interest of record in the property: None Legal Description Being part of the Southeast ¼ of Section 24, Town 5 North, Range 20 East, City of Muskego, Waukesha County, Wisconsin as described in warranty deed Reel 2866, Image 790 as Document No. 2435875 recorded on March 22, 1999 at Waukesha County Register of Deeds Office. Said easement area more particularly described as follows: The East 14.00 feet of the above described property, as measured perpendicular and running parallel to the East line of said property. This temporary easement shall end upon the earlier of: a) the date upon which improvements have been completed; (b) June 30, 2017 All disturbed areas will be restored with topsoil, seed and mulch only, unless a signed agreement exists with the City of Muskego. (Signature) (Date) (Print Name) (Signature) State of Wisconsin ) ) ss. County ) (Print Name) On the above date, this instrument was acknowledged before me by the named person(s). (Signature) (Print Name) (Signature, Notary Public, State of Wisconsin) (Signature) (Print or Type Name, Notary Public, State of Wisconsin) (Print Name) (Date Commission Expires) Project ID CTH OO Northcape Rd. Recreation Trail This instrument was drafted by Daniel Flamini Parcel No. MSKC 2256-992 This space is reserved for recording data Return to Engineering Department City of Muskego W182 S8200 Racine Avenue Muskego, WI 53150 Parcel Identification Number/Tax Key Number MSKC 2256-992 Document Number TEMPORARY LIMITED EASEMENT THIS EASEMENT, made by William/Sharon Garbett Trust , GRANTOR, conveys a Temporary Limited Construction easement as described below to the _____City of Muskego____________________________________________________GRANTEE, for the sum of valuable consideration ( ). for the purpose of Grading. Other persons having an interest of record in the property: None Legal Description Parcel A of Certified Survey Map No.660. part of the Southeast ¼ of Section 24, Town 5 North, Range 20 East, City of Muskego, Waukesha County, Wisconsin. Said easement area more particularly described as follows: The East 9 feet of the North 58 feet of above described property, as measured perpendicular and running parallel to the east line of said property. This temporary easement shall end upon the earlier of: (a) the date upon which improvements have been completed; (b) June 30, 2017 All disturbed areas will be restored with topsoil, seed and mulch only, unless a signed agreement exists with the City of Muskego. (Signature) (Date) (Print Name) (Signature) State of Wisconsin ) ) ss. County ) (Print Name) On the above date, this instrument was acknowledged before me by the named person(s). (Signature) (Print Name) (Signature, Notary Public, State of Wisconsin) (Signature) (Print or Type Name, Notary Public, State of Wisconsin) (Print Name) (Date Commission Expires) Project ID CTH OO Northcape Rd. Recreation Trail This instrument was drafted by Daniel Flamini Parcel No. MSKC 2256-987-001 This space is reserved for recording data Return to Engineering Department City of Muskego W182 S8200 Racine Avenue Muskego, WI 53150 Parcel Identification Number/Tax Key Number MSKC 2256-987-001 Document Number TEMPORARY LIMITED EASEMENT THIS EASEMENT, made by Marshall P. Hecker , GRANTOR, conveys a Temporary Limited Construction easement as described below to the _____City of Muskego____________________________________________________GRANTEE, for the sum of valuable consideration ( ). for the purpose of Grading. Other persons having an interest of record in the property: None Legal Description Lot 2 of Certified Survey Map No.9968. part of the Southeast ¼ of the Southeast ¼ of Section 24, Town 5 North, Range 20 East, City of Muskego, Waukesha County, Wisconsin. Said easement area more particularly described as follows: Commencing at the Southeast corner of said lot 2; thence S 87°17’23” W along the South line of said Lot 2, a distance of 19.00 feet; thence N 07°11’39” W 48.00 feet; thence N 87°17’23” E 7.00 feet, to the Westerly Northcape Road right-of-way line; thence S 07°11’39” E 47.00 fee to the point of beginning. Along with Commencing at the Northeast corner of said Lot 2; thence S 07°11’39” E along the Westerly Northcape Road right-of-way line, 57.50 feet, to the point of beginning; thence continuing S 07°11’39” E along said right-of way line, 92.00 feet; thence S 87°17’23” W 6.00 feet; thence N 07°11’39” W 92.00 feet; thence N 87°17’23” E 6.00 feet to the point of beginning. This temporary easement shall end upon the earlier of: a) the date upon which improvements have been completed; (b) June 30, 2017 All disturbed areas will be restored with topsoil, seed and mulch only, unless a signed agreement exists with the City of Muskego. (Signature) (Date) (Print Name) (Signature) State of Wisconsin ) ) ss. County ) (Print Name) On the above date, this instrument was acknowledged before me by the named person(s). (Signature) (Print Name) (Signature, Notary Public, State of Wisconsin) (Signature) (Print or Type Name, Notary Public, State of Wisconsin) (Print Name) (Date Commission Expires) Project ID CTH OO Northcape Rd. Recreation Trail This instrument was drafted by Daniel Flamini Parcel No. MSKC 2256-989-002 This space is reserved for recording data Return to Engineering Department City of Muskego W182 S8200 Racine Avenue Muskego, WI 53150 Parcel Identification Number/Tax Key Number MSKC 2256-989-002 Document Number TEMPORARY LIMITED EASEMENT THIS EASEMENT, made by Donald and Gail Miller , GRANTOR, conveys a Temporary Limited Construction easement as described below to the _____City of Muskego____________________________________________________GRANTEE, for the sum of valuable consideration ( ). for the purpose of Grading. Other persons having an interest of record in the property: None Legal Description Being part of the Southeast ¼ of Section 24, Town 5 North, Range 20 East, City of Muskego, Waukesha County, Wisconsin as described in warranty deed R1453/I453 recorded April of 1992 in Waukesha County Register of Deeds Office. Said easement area more particularly described as follows: The East 6.00 feet of the above described property, as measured perpendicular and running parallel to the East line of said property This temporary easement shall end upon the earlier of: a) the date upon which improvements have been completed; (b) June 30, 2017 All disturbed areas will be restored with topsoil, seed and mulch only, unless a signed agreement exists with the City of Muskego. (Signature) (Date) (Print Name) (Signature) State of Wisconsin ) ) ss. County ) (Print Name) On the above date, this instrument was acknowledged before me by the named person(s). (Signature) (Print Name) (Signature, Notary Public, State of Wisconsin) (Signature) (Print or Type Name, Notary Public, State of Wisconsin) (Print Name) (Date Commission Expires) Project ID CTH OO Northcape Rd. Recreation Trail This instrument was drafted by Daniel Flamini Parcel No. MSKC 2256-990 This space is reserved for recording data Return to Engineering Department City of Muskego W182 S8200 Racine Avenue Muskego, WI 53150 Parcel Identification Number/Tax Key Number MSKC 2256-990 Document Number TEMPORARY LIMITED EASEMENT THIS EASEMENT, made by Richard and Kathleen Patterson , GRANTOR, conveys a Temporary Limited Construction easement as described below to the _____City of Muskego____________________________________________________GRANTEE, for the sum of valuable consideration ( ). for the purpose of Grading. Other persons having an interest of record in the property: None Legal Description Being part of the South ½ of the Northeast ¼ of the Southeast ¼ of Section 24, Town 5 North, Range 20 East, City of Muskego, Waukesha County, Wisconsin as described in Restriction Document as Document No. 2550141 recorded on March 31, 2000 and Warranty Deed Reel 1833 Image 533 on November of 1993 at Waukesha County Register of Deeds Office. Said easement area more particularly described as follows: The East 14.00 feet of the South 406 feet of the above described property, as measured perpendicular and running parallel to the East line of said property. This temporary easement shall end upon the earlier of: a) the date upon which improvements have been completed; (b) June 30, 2017 All disturbed areas will be restored with topsoil, seed and mulch only, unless a signed agreement exists with the City of Muskego. (Signature) (Date) (Print Name) (Signature) State of Wisconsin ) ) ss. County ) (Print Name) On the above date, this instrument was acknowledged before me by the named person(s). (Signature) (Print Name) (Signature, Notary Public, State of Wisconsin) (Signature) (Print or Type Name, Notary Public, State of Wisconsin) (Print Name) (Date Commission Expires) Project ID CTH OO Northcape Rd. Recreation Trail This instrument was drafted by Daniel Flamini Parcel No. MSKC 2256-993 This space is reserved for recording data Return to Engineering Department City of Muskego W182 S8200 Racine Avenue Muskego, WI 53150 Parcel Identification Number/Tax Key Number MSKC 2256-993 Document Number TEMPORARY LIMITED EASEMENT THIS EASEMENT, made by Susan R Thomson-Vanselow Revocable trust of 2011 , GRANTOR, conveys a Temporary Limited Construction easement as described below to the _____City of Muskego____________________________________________________GRANTEE, for the sum of valuable consideration ( ). for the purpose of Grading. Other persons having an interest of record in the property: None Legal Description Being part of the Northeast ¼ of the Northeast ¼ of Section 25, Town 5 North, Range 20 East, in the City of Muskego, Waukesha County, Wisconsin, Commencing at the Northwest corner of said Northeast ¼ Section; thence N 87°17’23” E 1,329.34 feet along the North line of said ¼ Section; thence S01°42’37” E 477.40 feet; thence N 87°17’23” E 415.92 feet to the point of beginning; thence N 87°17’23” E 252.04 feet, to the center line of North Cape Road; thence S 05°04’16” E 195.22 feet along said centerline; thence S 87°17’23” W 252.04 feet; thence N 05°04’16” W 195.22 feet to the point of beginning. Excepting the East 33 feet for Roadway purposes. Said easement area more particularly described as follows: The Easterly 21 feet of the North 156 feet of above described property, as measured perpendicular and running parallel to the east line of said property. This temporary easement shall end upon the earlier of: (a) the date upon which improvements have been completed; (b) June 30, 2017 All disturbed areas will be restored with topsoil, seed and mulch only, unless a signed agreement exists with the City of Muskego. (Signature) (Date) (Print Name) (Signature) State of Wisconsin ) ) ss. County ) (Print Name) On the above date, this instrument was acknowledged before me by the named person(s). (Signature) (Print Name) (Signature, Notary Public, State of Wisconsin) (Signature) (Print or Type Name, Notary Public, State of Wisconsin) (Print Name) (Date Commission Expires) Project ID CTH OO Northcape Rd. Recreation Trail This instrument was drafted by Daniel Flamini Parcel No. MSKC 2257-994 This space is reserved for recording data Return to Engineering Department City of Muskego W182 S8200 Racine Avenue Muskego, WI 53150 Parcel Identification Number/Tax Key Number MSKC 2257-994 Document Number TEMPORARY LIMITED EASEMENT THIS EASEMENT, made by James and Theresa Wells , GRANTOR, conveys a Temporary Limited Construction easement as described below to the _____City of Muskego____________________________________________________GRANTEE, for the sum of valuable consideration ( ). for the purpose of Grading. Other persons having an interest of record in the property: None Legal Description Being part of the Southeast ¼ of Section 24, Town 5 North, Range 20 East, City of Muskego, Waukesha County, Wisconsin as described in warranty deed 3941717 recorded August 15, 2012 in Waukesha County Register of Deeds Office. Said easement area more particularly described as follows: The East 6.00 feet of the South 71 feet of the above described property, as measured perpendicular and running parallel to the East line of said property. This temporary easement shall end upon the earlier of: a) the date upon which improvements have been completed; (b) June 30, 2017 All disturbed areas will be restored with topsoil, seed and mulch only, unless a signed agreement exists with the City of Muskego. (Signature) (Date) (Print Name) (Signature) State of Wisconsin ) ) ss. County ) (Print Name) On the above date, this instrument was acknowledged before me by the named person(s). (Signature) (Print Name) (Signature, Notary Public, State of Wisconsin) (Signature) (Print or Type Name, Notary Public, State of Wisconsin) (Print Name) (Date Commission Expires) Project ID CTH OO Northcape Rd. Recreation Trail This instrument was drafted by Daniel Flamini Parcel No. MSKC 2256-991 This space is reserved for recording data Return to Engineering Department City of Muskego W182 S8200 Racine Avenue Muskego, WI 53150 Parcel Identification Number/Tax Key Number MSKC 2256-991 PARKLAND TOWNE CENTER DEVELOPMENT JANESVILLE ROAD AND LANNON DRIVE IMPROVEMENTS MUSKEGO, WISCONSIN CIVIL ENGINEERING PLANS Submittal Date: February 19, 2016 SHEET INDEX SHEET NO.DESCRIPTION -COVER SHEET C 001 SITE SURVEY C 002 OVERALL PLAN C 003 SITE PLAN C 100 EROSION CONTROL AND SITE PREPARATION PLAN C 200 ROADWAY GRADING PLAN C 300 MEDIAN TRAFFIC CONTROL PLAN C 301 OVERALL TRAFFIC CONTROL PLAN C 400 DETAILS C 401 DETAILS C 402 DETAILS C 403 TYPICAL SECTIONS SITE LOCATION MAP: NOT TO SCALE www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 TH E G R O U PSingle Source. Sound Solutions. PREPARED BY : LANNON DRIVE JANESVILLE ROAD Re-Submittal Date: March 23, 2016 Re-Submittal Date: May 27, 2016 T T T T T T T T T T T T T T T T T T T T T T " P i p e " P i p e P P " P i p e " P i p e " P i p e T T T W W W W TT E E E E W W W W 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 W G G W E T T T T T T T T E E E E E E E E E E E E E E E E E E E E E E E E EWWWWWWWWWWWWWWWWWWWWWWWWW SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN G G G G G G G G G G G G G G G G G G G G G G P E E E E E E E E E E E E E E E E E E T T T T T T T T G 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 E G SA N G G G G G G G G G G G G G G G G G G G G G ST ST ST ST ST ST ST X X X XX CTV E E E E ST 81 0 810810 806 806 80 6 808 812 814 8 0 0 810 79 8 79 8 80 2 80 4 8 0 6 806 806 808 808 8 0 8 812 W 1 / 4 C O R . SE C . 1 0 , T 5 N , R 2 0 E C O N C . M O N . W/ B R A S S C A P Y = 3 3 6 , 8 2 0 . 3 7 X = 2 , 5 0 1 , 1 4 8 . 4 3 EL . = 8 0 7 . 9 1 4 T T T T T T T T T T T T T T T T T GR A V E L GR A V E L GR A V E L GR A V E L GR A V E L GR A V E L GR A S S GR A S S GR A S S GR A S S GR A S S GR A S S BIT U M I N O U S PA V E M E N T BI T U M I N O U S PA V E M E N T BIT U M I N O U S PA V E M E N T BIT . P A D EX I S T I N G BU I L D I N G DUMPSTER CONTAINMENT W A L K I N G P A T H SIDEWALK PARKING GARAGE EX I S T I N G BU I L D I N G CO N C R E T E CONCRETE GR A S S GR A S S ME T A L F E N C E LT P BA S E LT P BA S E LT P BA S E LT P BA S E LT P BA S E 12" C M P IN V : 8 0 5 . 4 5 12" C M P IN V : 8 0 4 . 9 0 12" C M P IN V : 8 0 4 . 8 8 12" C M P IN V : 8 0 4 . 7 9 48" C C P IN V : 7 9 7 . 2 2 EX I S T . H O U S E EX I S T I N G P O N D W A T E R S ED G E W A T E R S ED G E W A T E R S ED G E CO N C R E T E P A D DU M P S T E R CO N T A I N M E N T FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFO EX I S T I N G P O S T OF F I C E B U I L D I N G SA N MH 1 SA N M H 2 SA N M H 3 SA N MH 4 SA N MH 5 SA N MH 6 SA N M H 7 SA N M H 8 SA N MH 9 ST M M H 1 ST M M H 2 ST M M H 3 ST M M H 4 ST M M H 5 ST M M H 6 ST M M H 7 ST M M H 8 ST M M H 9 ST M MH 1 0 1 8 . 1 2 ' U T I L I T Y E A S E . D O C . # 8 8 5 1 0 5 12. NO ACCESS PER DOC. #84085712. NO ACCESS PER DOC. #840857 IP F D . S 0 . 1 3 ' W 0 . 1 3 ' IP F D . S 0 . 1 3 ' IP F D . W 0 . 0 5 ' IP F D . N 0 . 0 5 ' E 0 . 0 9 ' NO R E B A R SE T TR E E A T CO R N E R IP F D . IP F D . IP F D . IP F D . IP F D . N 0 . 0 6 ' 60.0000 60.000 0 9.7066 10' 20' 20' 20' SI G N MU S K E G O P A R T N E R S L L C #S7 4 W 1 6 8 9 0 J A N E S V I L L E R D . KRA U S E #W1 7 1 S 7 3 7 4 L A N N O N D R . ZAL E W S K I #W1 7 1 S 7 3 5 4 L A N N O N D R . ST. F R A N C I S SAV I N G S & L O A N #S7 4 W 1 7 1 0 0 50.000 0 50.00 0 0 N 8 8 ° 4 6 ' 1 6 " E 1 0 0 . 0 0 ' N 0 1 ° 1 3 ' 4 4 " W 2 0 0 . 0 0 ' S 7 7 ° 3 9 ' 1 7 " E 2 9 3 . 3 7 ' S 2 7 ° 3 7 ' 1 7 " E 2 1 0 . 0 0 ' N 62°22'43" E 160.00'S 2 7 ° 3 7 ' 1 7 " E 2 8 . 2 2 ' N 6 2 ° 2 2 ' 4 3 " E 1 6 . 0 8 ' S 2 7 ° 3 7 ' 1 7 " E 4 1 7 . 3 1 ' S 62°22'43" W 726.81' N 2 7 ° 0 8 ' 1 7 " W 1 7 6 . 8 0 ' S 8 8 ° 4 6 ' 1 6 " W 1 0 6 . 0 0 ' N 0 1 ° 1 3 ' 4 4 " W 5 4 1 . 8 4 ' N 8 8 ° 4 6 ' 1 6 " E 50. 0 0 ' (S 62°27' W) (S 8 8 ° 5 0 ' 3 3 " W ) (N 8 8 ° 5 0 ' 3 3 " E ) (N 8 8 ° 5 0 ' 3 3 " E ) (N 62°27' E) (N 6 2 ° 2 7 ' E ) (N 0 1 ° 0 9 ' 2 7 " W ) (N 0 1 ° 0 9 ' 2 7 " W ) ( S 7 7 ° 3 5 ' E ) (S 2 7 ° 3 3 ' E ) (S 2 7 ° 3 3 ' E ) (S 2 7 ° 3 3 ' E ) (N 2 7 ° 0 4 ' W ) 17. A P P X . L O C A T I O N OF U T I L I T Y E A S E . DO C . # 8 5 1 7 9 7 14. APPX. LOCATION OF C/L UTILITY EASE. DOC. #695960 16. APPX. LOCATION OF C/L UTILITY EASE. DOC. #810369 16. APPX. LOCATION OF C/L UTILITY EASE. DOC. #810369 SE E D E T A I L N 8 8 ° 4 6 ' 1 6 " E P. O . B . SE T # 6 RE B A R 48.477 0 (N 0 1 ° 0 9 ' 2 7 " W ) N 0 1 ° 1 3 ' 4 4 " W 7 7 4 . 0 0 ' W. L I N E N W 1 / 4 S E C . 1 0 , T 5 N , R 2 0 E N 1 ° 2 3 ' 1 6 " W ( R E C . ) 22. TEMPORARY LIMITED EASEMENT (EXPIRED) DOC. #391194922. TEMPORARY LIMITED EASEMENT (EXPIRED) DOC. #3911949 ST ST ST ST ST ST ST ST ST ST BL O C K W A L L ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST S T ST S A N ST M CB 1 ST M CB 2 ST M CB 3 ST M CB 4 ST M CB 6 ST M CB 5 ST M CB 7 ST M CB 1 0 ST M CB 9 ST M CB 8 ST M CB 1 1 ST M CB 1 3 ST M CB 1 2 ST M CB 1 4 ST M CB 1 5 ST M CB 1 6 SI T E S U R V E Y DRAWING NO. DRAWN BY: DATE: PROJECT NO: CHECKED BY: APPROVED BY: NO. REVISION DATE BY SHEET NO.: PA R K L A N D T O W N E C E N T E R D E V E L O P M E N T JA N E S V I L L E R O A D A N D L A N N O N D R I V E I M P R O V E M E N T S MU S K E G O , W I S C O N S I N 15577 Public Survey.dwg www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 TH E G R O U PSingle Source. Sound Solutions. PJI 1-25-16 15577 JBL JBL GENERAL NOTES: 1.THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS DRAWING IS BASED ON FIELD LOCATIONS AND/OR RECORDS FURNISHED BY MUNICIPALITIES AND UTILITY COMPANIES. THE LOCATION AND ACCURACY OF WHICH CANNOT BE GUARANTEED. THERE MAY BE ADDITIONAL UNDERGROUND UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. 2.VERIFY ACTUAL LOCATIONS AND INVERTS IN THE FIELD. ANY POTENTIAL ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 3.DRAWING IS BASED ON FIELD SURVEY COMPLETED BY B. ROZITE ON 09-09-2015. 4.DATUM FOR THE PROJECT SURVEY IS NGVD 1929. BENCHMARK FOR THE PROJECT SURVEY IS CHISELED CROSS IN CONCRETE SHOWN ON SURVEY AS "BENCHMARK #1" WITH AN ELEVATION OF 808.91. CATCH BASIN REBAR FOUND/SET HYDRANT MANHOLE GUY WIRE CHAIN LINK FENCE PROPERTY LINE OVERHEAD UTILITY LINE WATER MAIN ELECTRIC SANITARY SEWER STORM SEWER CONIFEROUS TREE DECIDUOUS TREE LIGHT POLE IRON PIPE FOUND/SET UTILITY PEDESTAL TELEPHONE CB BENCHMARK MONUMENT CHISELED CROSS FOUND/SET PK PK NAIL FOUND/SET SPIKE/NAIL ELECTRIC METER UTILITY POLE TRAFFIC SIGNAL SOIL BORING WATER VALVE SIGN BUSH FORCE MAIN FIBER OPTIC CABLE TV TREE LINE EASEMENT OH OH G G E E T T ST ST SAN SAN x x FO FO FM FM W W x CTV CTV SECTION 1/4 SECTION LINE 670 P GAS EXISTING CONTOUR EM GM GAS METER GAS VALVE POST MONITORING WELL RD ROOF DRAIN CB CATCH BASIN (ROUND) Fi l e : I: \ E N E R C O N \ 1 5 5 7 7 _ N e w P a r k l a n d M a l l \ 0 6 0 C A D \ C - C i v i l \ 5 0 0 P r o d u c t i o n - P u b l i c \ 5 0 0 - S i t e S u r v e y \ 1 5 5 7 7 P u b l i c S u r v e y . d w g LEGEND: C 001THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS MAP IS BASED ON FIELD MARKINGS AND INFORMATION FURNISHED BY UTILITY COMPANIES AND THE LOCAL MUNICIPALITY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, ITS ACCURACY AND COMPLETENESS CANNOT BE GUARANTEED. GRAPHIC SCALE 00 50'100' JANESVILLE RD LA N N O N D R . SANITARY MEASURE DOWNS SAN MH 1 RIM: 808.03 N INV: 791.27 S INV: 791.23 SE INV: 794.19 SAN MH 2 RIM: 808.48 N INV: 790.76 S INV: 790.71 SAN MH 3 RIM: 812.21 NE INV: 790.5 SW INV: 790.4 SAN MH 4 RIM: 814.26 NE INV: 791.4 SW INV: 791.4 SAN MH 5 RIM: 814.08 NE INV: 792.1 SW INV: 792.08 S INV : 793.0 S INV: 802.2 SAN MH 6 RIM: 811.92 N INV: 793.3 NE INV: 792.9 SW INV: 793.0 SAN MH 7 RIM: 806.39 NW INV: 794.16 SE INV: 794.14 SAN MH 8 RIM: 806.33 NW INV: 794.84 SE INV: 794.76 SAN MH 9 RIM: 806.88 NW INV: 795.92 STORM MEASURE DOWNS STM MH 1 RIM: 805.75 15" NE INV: 804.04 12" SW INV: 804.04 STM MH 2 RIM: 806.79 15" NE INV: 803.57 15" SW INV: 803.54 8" CLAY S INV: 803.37 STM MH 3 RIM:806.07 8" CLAY N INV: 803.67 STM MH 4 RIM: 805.25 12" NE INV: 803.03 12" SW INV: 803.00 STM MH 5 RIM: 807.04 24" N INV: 802.62 24" NE INV: 802.80 12" SW INV: 802.74 STM MH 6 RIM: 807.08 18" SE INV: 803.80 24" SW INV: 803.33 STM MH 7 RIM: 806.23 18" NW INV: 804.63 STM MH 8 RIM: 806.14 24" NW INV: 800.74 18" E INV: 801.84 15" SE INV: 800.76 24" SW INV: 801.24 STM MH 9 RIM: 805.64 18" SE INV: 803.30 STM MH 10 RIM: 804.86 48" NW INV: 799.05 24" SE INV: 799.21 STORM CATCH BASIN MEASURE DOWNS STM CB 1 RIM: 810.16 15" NE INV: 12" SW INV: STM CB 2 RIM: 812.26 15" NE INV: 15" SW INV: 8" CLAY S INV: STM CB 3 RIM: 809.75 8" CLAY N INV: STM CB 4 RIM: 807.79 12" NE INV: 12" SW INV: STM CB 5 RIM: 806.80 24" N INV: 24" NE INV: 12" SW INV: STM CB 6 RIM: 807.84 24" N INV: 24" NE INV: 12" SW INV: STM CB 7 RIM: 808.10 24" N INV: 24" NE INV: 12" SW INV: STM CB 8 RIM: 808.09 12" SE INV: 805.9 12" W INV: 805.12 STM CB 9 RIM:807.92 16" N INV: 804.9 12" NW INV: 804.80 12" NE INV: 804.77 16" S INV: 804.62 STM CB 10 RIM:806.48 12" SE INV: 804.89 STM CB 11 RIM: 807.07 16" N INV: 804.22 16" S INV: 804.12 12" E INV: 804.32 STM CB 12 RIM:806.99 12" E INV: 804.86 STM CB 13 RIM:807.09 16" N INV: 804.08 16" S INV: 803.99 12" W INV: 804.79 STM CB 14 RIM: 808.48 16" N INV: 803.32 16" S INV: 803.27 STM CB 15 RIM:809.10 12" SW INV: 807.12 STM CB 16 RIM: 805.65 12" NW INV: 802.58 12" E INV: 802.86 1.CITY RESUBMITTAL 3/23/16 TPM 2.CITY RESUBMITTAL 5/27/16 TPM T T T T T T T T T T T T T T T T T T T T T T P P T T T W W W W TT E E E E W W W W 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 W G G W E T T T T T T T T E E E E E E E E E E E E E E E E E E E E E E E E EWWWWWWWWWWWWWWWWWWWWWWWWW SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN G G G G G G G G G G G G G G G G G G G G G G P E E E E E E E E E E E E E E E E E E T T T T T T T T G 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 E G SA N G G G G G G G G G G G G G G G G G G G G G ST ST ST ST ST ST ST X X XX CTV E E E E ST T T T T T T T T T T T T T T T T T GR A V E L GR A V E L GR A V E L GR A V E L GR A V E L GR A V E L GR A S S GR A S S GR A S S GR A S S GR A S S BI T U M I N O U S PA V E M E N T BIT U M I N O U S PA V E M E N T BIT U M I N O U S PA V E M E N T BIT . P A D EX I S T I N G BU I L D I N G DUMPSTER CONTAINMENT W A L K I N G P A T H SIDEWALK PARKING GARAGE EX I S T I N G BU I L D I N G CO N C R E T E CONCRETE GR A S S GR A S S ME T A L F E N C E LT P BA S E LT P BA S E LT P BA S E LT P BA S E LT P BA S E 12" C M P IN V : 8 0 5 . 4 5 12" C M P IN V : 8 0 4 . 9 0 12" C M P IN V : 8 0 4 . 8 8 12" C M P IN V : 8 0 4 . 7 9 48" C C P IN V : 7 9 7 . 2 2 EX I S T I N G P O N D W A T E R S ED G E W A T E R S ED G E CO N C R E T E P A D DU M P S T E R CO N T A I N M E N T FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFO EX I S T I N G P O S T OF F I C E B U I L D I N G SA N M H 1 SA N M H 2 SA N MH 3 SA N M H 4 SA N M H 5 SA N M H 6 SA N MH 7 SA N MH 8 SA N M H 9 ST M M H 1 ST M M H 2 ST M MH 3 ST M M H 4 ST M MH 5 ST M M H 6 ST M M H 7 ST M MH 8 ST M MH 9 ST M M H 1 0 1 8 . 1 2 ' U T I L I T Y E A S E . D O C . # 8 8 5 1 0 5 12. NO ACCESS PER DOC. #84085712. NO ACCESS PER DOC. #840857 SI G N P / L P/ L P/LP/L P/L P/L 17. A P P X . L O C A T I O N OF U T I L I T Y E A S E . DO C . # 8 5 1 7 9 7 14. APPX. LOCATION OF C/L UTILITY EASE. DOC. #695960 16. APPX. LOCATION OF C/L UTILITY EASE. DOC. #810369 16. APPX. LOCATION OF C/L UTILITY EASE. DOC. #810369 22. TEMPORARY LIMITED EASEMENT (EXPIRED) DOC. #391194922. TEMPORARY LIMITED EASEMENT (EXPIRED) DOC. #3911949 ST 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 S A N ST M CB 1 ST M CB 2 ST M CB 3 ST M CB 4 ST M CB 6 ST M CB 5 ST M CB 7 ST M CB 1 0 ST M CB 9 ST M CB 8 ST M CB 1 1 ST M CB 1 3 ST M CB 1 2 ST M CB 1 4 ST M CB 1 5 ST M CB 1 6 PROPOSED FUTURE GROCERY (30,000 SF) FFE = 810.00 PROPOSED FUTURE COMMERCIAL (12,000 SF) FFE: 811.80 PROPOSED FUTURE COMMERCIAL (4,000 SF) FFE = 811.80 PROPOSED BUILDING 21,600 SF FFE = 809.00 PROPOSED FUTURE COMMERCIAL (7,500 SF) FFE = 808.87 FU T U R E PO O L E E E E E PROPOSED BUILDING 21,600 SF FFE = 809.00 PROPOSED BUILDING 21,600 SF FFE = 809.00 ON L Y PO S S I B L E F U T U R E AC C E S S D R I V E 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 SA N SA N SA N SANSANSAN SA N SA N SA N SANSANSAN >> >> > > > > > > > > > R3 0 . 0 ' R3 . 0 ' R2 . 0 ' R1 8 . 0 ' R1 4 . 0 ' > > W W W W W W W W W W W W W W W W > > > > OV E R A L L P L A N DRAWING NO. DRAWN BY: DATE: PROJECT NO: CHECKED BY: APPROVED BY: NO. REVISION DATE BY SHEET NO.: PA R K L A N D T O W N E C E N T E R D E V E L O P M E N T JA N E S V I L L E R O A D A N D L A N N O N D R I V E I M P R O V E M E N T S MU S K E G O , W I S C O N S I N 15577 - Public Site.dwg www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 TH E G R O U PSingle Source. Sound Solutions. Fi l e : I: \ E N E R C O N \ 1 5 5 7 7 _ N e w P a r k l a n d M a l l \ 0 6 0 C A D \ C - C i v i l \ 5 0 0 P r o d u c t i o n - P u b l i c \ 5 0 3 - S i t e D i m e n s i o n P l a n \ 1 5 5 7 7 - P u b l i c S i t e . d w g C 002 GRAPHIC SCALE 00 50'100' THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS MAP IS BASED ON FIELD MARKINGS AND INFORMATION FURNISHED BY UTILITY COMPANIES AND THE LOCAL MUNICIPALITY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, ITS ACCURACY AND COMPLETENESS CANNOT BE GUARANTEED. PJI 1-25-16 15577 JBL JBL SE E S H E E T C 0 0 3 SEE SHEET C003 LA N N O N D R I V E JANESVILLE ROAD GENERAL NOTES: 1.CONSTRUCTION OF ROAD IMPROVEMENTS SHALL BE COORDINATED WITH CONSTRUCTION OF MASTER SITE INFRASTRUCTURE IMPROVEMENTS FOR THE PARKLAND TOWNE CENTER DEVELOPMENT. 1.CITY RESUBMITTAL 3/23/16 TPM 2.CITY RESUBMITTAL 5/27/16 TPM W W W E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EWWWWWWWWWWWWWWWWWWWWWWWWWWWWW SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN G G GEE E E E E E E E E E E E E E E E E E E E E E E E E E T W W WSA N SA N G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E E T GR A V E L G R A V E L EX I S T I N G FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO SA N M H 3 SA N M H 4 SA N M H 5 P/LP/LP/LP/L ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST M CB 2 E E E E E E E EON L Y JANESVILLE ROAD TTTTTTTTTTTTTTTTTTTTTTT T T TTT TTTTTTT " P i p e " P i p e E E E E E E W W W W W W W W G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G W P E E T T T T T T T T T T G G SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN STST S T S T X X X ST ST ST T T T T T T T T TTTTTTTTTTTTTTTTTTT T GR A S S GR A S S GR A S S BI T U M I N O U S PA V E M E N T BIT.PAD EX I S T I N G BU I L D I N G GRASSGRASS LT P BA S E LT P BA S E 12 " C M P IN V : 8 0 5 . 4 5 12 " C M P IN V : 8 0 4 . 9 0 12 " C M P IN V : 8 0 4 . 8 8 12 " C M P IN V : 8 0 4 . 7 9 DU M P S T E R CO N T A I N M E N T SA N MH 1 SA N MH 2 SA N MH 9 ST M MH 1 ST M MH 2 ST M MH 3 ST M MH 9 P/L P/L P/L 17 . A P P X . L O C A T I O N OF U T I L I T Y E A S E . ST ST S T S T S T S T ST ST ST ST ST SA N SA N ST M CB 3 ST M CB 4 ST M CB 6 ST M CB 5 ST M CB 7 ST M CB 1 0 ST M CB 9 ST M CB 8 ST M CB 1 1 ST M CB 1 3 ST M CB 1 2 ST M CB 1 4 ST M CB 1 5 PO S S I B L E F U T U R E AC C E S S D R I V E LANNON DRIVE 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 SA N SAN SA N SA N S A N S A N SA N SA N SA N SA N SAN SAN > > > > > R30.0' R3.0'R2.0' R18.0'R14.0' > > > W W W W W > > > > SI T E P L A N DRAWING NO. DRAWN BY: DATE: PROJECT NO: CHECKED BY: APPROVED BY: NO. REVISION DATE BY SHEET NO.: PA R K L A N D T O W N E C E N T E R D E V E L O P M E N T JA N E S V I L L E R O A D A N D L A N N O N D R I V E I M P R O V E M E N T S MU S K E G O , W I S C O N S I N 15577 - Public Site.dwg www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 TH E G R O U PSingle Source. Sound Solutions. Fi l e : I: \ E N E R C O N \ 1 5 5 7 7 _ N e w P a r k l a n d M a l l \ 0 6 0 C A D \ C - C i v i l \ 5 0 0 P r o d u c t i o n - P u b l i c \ 5 0 3 - S i t e D i m e n s i o n P l a n \ 1 5 5 7 7 - P u b l i c S i t e . d w g LEGEND: C 003 A C401 CURB & GUTTER (REJECT) THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS MAP IS BASED ON FIELD MARKINGS AND INFORMATION FURNISHED BY UTILITY COMPANIES AND THE LOCAL MUNICIPALITY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, ITS ACCURACY AND COMPLETENESS CANNOT BE GUARANTEED. B C401 ASPHALT SURFACE PJI 1-25-16 15577 JBL JBL GRAPHIC SCALE 00 30'60' GRAPHIC SCALE 00 30'60' 12.0' 100.0'100' 30" CONCRETE CURB AND GUTTER (REJECT) 8-INCH WHITE EPOXY PAVEMENT MARKING (SOLID) SLOPED CONCRETE MEDIAN NOSE W/YELLOW EPOXY PAVEMENT MARKING 12.0' 8-INCH WHITE EPOXY PAVEMENT MARKING (2' LINE, 6' GAP) PAVEMENT MARKING WHITE EPOXY ARROW TYPE 2 8-INCH WHITE EPOXY PAVEMENT MARKING (SOLID) PAVEMENT MARKING WHITE EPOXY ARROW TYPE 2 8-INCH WHITE EPOXY PAVEMENT MARKING (SOLID) 4-INCH DOUBLE YELLOW EPOXY PAVEMENT MARKING 67.3' 112.6' 4-INCH WHITE EPOXY PAVEMENT MARKING INSTALL NEW TYPE "C" BASE AND RELOCATE EXISTING BANNER POLE. PULL BACK EXISTING WIRING (3 #10 AND 1 #10 GROUND) TO NEAREST PULL BOX OR POLE. CONNECT NEW CONDUIT TO EXISTING AS SHOWN. PULL EXISTING WIRE THROUGH NEW CONDUIT TO NEW POLE LOCATION AND RECONNECT. PULL BACK EXISTING WIRING (3 #10 AND 1 #10 GROUND) TO NEAREST PULL BOX OR POLE. CONNECT NEW CONDUIT TO EXISTING AS SHOWN. PULL EXISTING WIRE THROUGH NEW CONDUIT TO NEW POLE LOCATION AND RECONNECT PAVEMENT MARKING WHITE EPOXY WORD TYPE 2 CONCRETE DRIVE APPROACH 5" CONCRETE SIDEWALK 5" CONCRETE SIDEWALK HMA PAVEMENT RELOCATE EXISTING ATMOSPHERIC VACUUM BREAKER AND IRRIGATION VALVE BOX BEHIND CURB. INSTALL NEW IRRIGATION PIPING, TRACER WIRE, AND ELECTRIC LINES TO MATCH EXISTING. CONCRETE SIDEWALK 5-INCH D C402 CONCRETE DRIVEWAY 7-INCH 65.7'100.0' CONCRETE DRIVE APPROACH 5" CONCRETE SIDEWALK HMA PAVEMENT CONCRETE DRIVE APPROACH 5" CONCRETE SIDEWALK HMA PAVEMENT 30" CURB AND GUTTER (TYP) YELLOW CONCRETE MEDIAN NOSE 5" CONCRETE SIDEWALK ADA RAMPA C402 A C402 REINSTALL BRICK PAVERSE C401 C C401 C C402 GENERAL NOTES: 1.THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS DRAWING IS BASED ON FIELD LOCATIONS AND/OR RECORDS FURNISHED BY MUNICIPALITIES AND UTILITY COMPANIES. THE LOCATION AND ACCURACY OF WHICH CANNOT BE GUARANTEED. THERE MAY BE ADDITIONAL UNDERGROUND UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. 2.VERIFY ACTUAL LOCATIONS AND INVERTS IN THE FIELD. ANY POTENTIAL ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 3.WORK TO BE COMPLETED IS INDICATED IN BOLD TYPE LINES AND EXISTING CONDITIONS ARE INDICATED BY LIGHT TYPE LINES. 4.ELECTRONIC CIVIL FILES ARE AVAILABLE UPON WRITTEN REQUEST. DO NOT USE ELECTRONIC CIVIL FILES TO LAYOUT FOUNDATIONS, COLUMN LINES, LIGHT POLES, OR OTHER NON CIVIL SITE WORK. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS OF BUILDING AND ARCHITECTURAL FEATURES. 5.DIMENSIONS ARE FROM FACE OF CURB OR EDGE OF PAVEMENT. 6.WORK WITHIN THE PUBLIC RIGHT OF WAY, INCLUDING BUT NOT LIMITED TO DRIVEWAY OPENINGS, SIDEWALK AND RAMPS, PAVING, AND CURB AND GUTTER SHALL BE COMPLETED PER MUNICIPAL AND/OR COUNTY REQUIREMENTS AND STANDARDS. 30" CURB AND GUTTER NOTE: ALL IMPROVEMENTS WITHIN JANESVILLE ROAD ROW SHALL BE IN ACCORDANCE WITH THE WISDOT STANDARD SPECIFICATIONS FOR HIGHWAY AND STRUCTURE CONSTRUCTION, LATEST EDITION. NOTE: ALL IMPROVEMENTS WITHIN LANNON DRIVE ROW SHALL BE IN ACCORDANCE WITH THE CITY OF MUSKEGO STANDARD SPECIFICATIONS. 6.0' 11.0' 11.0' 6.0' 11.0' 100.0' F C401 BRICK PAVERS 1.CITY RESUBMITTAL 3/23/16 TPM PAVEMENT MARKING WHITE EPOXY ARROW TYPE 2 LEVEL LANDING (MAX. 2% IN ANY DIRECTION) ADA RAMP (MAX. 8.33% SLOPE) ADA RAMP (MAX. 8.33% SLOPE) 2.CITY RESUBMITTAL 5/27/16 TPM JANESVILLE ROAD W W W E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EWWWWWWWWWWWWWWWWWWWWWWWWWWWWW 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 G G GE E E E E E E E E E E E E E E E E E E E E E E E E E T W W WSA N SA N G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E E 81 0 810810 808 812 814 810 808 812 T G R A V E L G R A V E L FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO SA N M H 3 SA N M H 4 SA N M H 5 P/LP/LP/LP/L P/ L ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST M CB 2 ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// / / / / / / / / / / / / / //////// / / // / / 812 813 814 811 812 81 1 81 1811 8 1 1 810 810 8 0 8 8 0 8 809 8 0 9 811 81 2 81 3 8 1 4 815 815 LANNON DRIVE TTTTTTTTTTTTTTTTTTTTTTT T T TTT TTTTTTT " P i p e " P i p e E E E E E E W W W W W W W G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G W P E T T T T T T T T T G G SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN STST S T S T X X X ST ST ST T T T T T T T TTTTTTTTTTTTTTTTTTT T GR A S S GR A S S GR A S S BI T U M I N O U S PA V E M E N T BIT.PAD EX I S T I N G BU I L D I N G GRASSGRASS LT P BA S E LT P BA S E 12 " C M P IN V : 8 0 5 . 4 5 12 " C M P IN V : 8 0 4 . 9 0 12 " C M P IN V : 8 0 4 . 8 8 12 " C M P IN V : 8 0 4 . 7 9 DU M P S T E R CO N T A I N M E N T SA N MH 1 SA N MH 2 SA N MH 9 ST M MH 1 ST M MH 2 ST M MH 3 ST M MH 9 P/L P/L P/L 17 . A P P X . L O C A T I O N ST ST S T S T S T S T ST ST ST ST ST SA N SA N ST M CB 3 ST M CB 4 ST M CB 6 ST M CB 5 ST M CB 7 ST M CB 1 0 ST M CB 9 ST M CB 8 ST M CB 1 1 ST M CB 1 3 ST M CB 1 2 ST M CB 1 4 ST M CB 1 5 //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// //////////////////////////////// 8 0 8 80 8 80 8 80 9 807 8 0 9 8 0 9 809 806807 8 0 8 80 9809 809 ER O S I O N C O N T R O L A N D S I T E PR E P A R A T I O N P L A N DRAWING NO. DRAWN BY: DATE: PROJECT NO: CHECKED BY: APPROVED BY: NO. REVISION DATE BY SHEET NO.: PA R K L A N D T O W N E C E N T E R D E V E L O P M E N T JA N E S V I L L E R O A D A N D L A N N O N D R I V E I M P R O V E M E N T S MU S K E G O , W I S C O N S I N 15577 PUBLIC PREP.dwg www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 TH E G R O U PSingle Source. Sound Solutions. PJI 1-25-16 15577 JBL JBL 5 B C400 5 GENERAL NOTES: 1.THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS DRAWING IS BASED ON FIELD LOCATIONS AND/OR RECORDS FURNISHED BY MUNICIPALITIES AND UTILITY COMPANIES. THE LOCATION AND ACCURACY OF WHICH CANNOT BE GUARANTEED. THERE MAY BE ADDITIONAL UNDERGROUND UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. 2.VERIFY ACTUAL LOCATIONS AND INVERTS IN THE FIELD. ANY POTENTIAL ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 3.WORK TO BE COMPLETED IS INDICATED IN BOLD TYPE LINES AND EXISTING CONDITIONS ARE INDICATED BY LIGHT TYPE LINES. 4.ELECTRONIC CIVIL FILES ARE AVAILABLE UPON WRITTEN REQUEST. DO NOT USE ELECTRONIC CIVIL FILES TO LAYOUT FOUNDATIONS, COLUMN LINES, LIGHT POLES, OR OTHER NON CIVIL SITE WORK. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS OF BUILDING AND ARCHITECTURAL FEATURES. 5.SEE SHEET C400 FOR A COMPLETE LIST OF EROSION CONTROL NOTES AND DETAILS. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO START OF LAND DISTURBING ACTIVITIES. 6.DO NOT BEGIN LAND DISTURBING ACTIVITIES UNTIL AN EROSION CONTROL PERMIT IS OBTAINED FROM LOCAL JURISDICTION. PROPOSED INLET PROTECTION PROPOSED EROSION MATTING WISDOT APPROVED CLASS 1 TYPE B EXISTING CONTOUR PROPOSED CONTOUR PAVEMENT REMOVAL C C401 Fi l e : I: \ E N E R C O N \ 1 5 5 7 7 _ N e w P a r k l a n d M a l l \ 0 6 0 C A D \ C - C i v i l \ 5 0 0 P r o d u c t i o n - P u b l i c \ 5 0 1 - S i t e P r e p a r a t i o n & E r o s i o n C o n t r o l \ 1 5 5 7 7 P U B L I C P R E P . d w g LEGEND: C 100THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS MAP IS BASED ON FIELD MARKINGS AND INFORMATION FURNISHED BY UTILITY COMPANIES AND THE LOCAL MUNICIPALITY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, ITS ACCURACY AND COMPLETENESS CANNOT BE GUARANTEED. PROPOSED INLET PROTECTION, TYP. PROPOSED INLET PROTECTION CURB REMOVAL CURB REMOVAL GRAPHIC SCALE 00 30'60' GRAPHIC SCALE 00 30'60' PROPOSED INLET PROTECTION, TYP. PAVEMENT REMOVAL PAVEMENT REMOVAL BRICK PAVER REMOVAL BRICK PAVER REMOVAL PROPOSED DITCH CHECK EROSION BALES PROPOSED DITCH CHECK EROSION BALES A C401 REMOVE EXISTING TREE REMOVE EXISTING PLANTS AND DRIP IRRIGATION SYSTEM RELOCATE EXISTING POLE (SEE SHEET 003). REMOVE EXISTING TYPE C BASE. REINSTALL BRICK PAVERS CONCRETE DRIVE REMOVAL CONCRETE SIDEWALK REMOVAL CONCRETE DRIVE REMOVAL PAVEMENT REMOVAL PAVEMENT REMOVAL CURB REMOVAL REMOVE EXISTING PLANTS AND DRIP IRRIGATION SYSTEM ///////////////////////SAWING PAVEMENT PARKLAND MALL DEVELOPMENT. NOT IN CONTRACT. REFER TO CIVIL PLANS FOR INFORMATION. PARKLAND MALL DEVELOPMENT. NOT IN CONTRACT. REFER TO CIVIL PLANS FOR INFORMATION. CONTRACTOR TO MAINTAIN ACCESS TO EXISTING BANK SITE AT ALL TIMES DURING CONSTRUCTION. 1.CITY RESUBMITTAL 3/23/16 TPM 2.CITY RESUBMITTAL 5/27/16 TPM W W W E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EWWWWWWWWWWWWWWWWWWWWWWWWWWWWW SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN G G GEE E E E E E E E E E E E E E E E E E E E E E E E E E T W W WSA N SA N G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E E 81 0 810810 808 812 814 810 808 812 T G R A V E L G R A V E L EX I S T I N G FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO SA N M H 3 SA N M H 4 SA N M H 5 P/LP/LP/LP/L P/ L ST M CB 2 815 815 JANESVILLE ROAD P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/L P/ L P/ L ON L Y EX. 814.91± 815.45 T/C 814.95 FL 815.67 T/C 815.17 FL EX. 814.71± EX. 814.76± EX. 814.84±EX. 814.96±EX. 814.73±EX. 814.06±MATCH TO EX. 814.64 T/C 814.14 FL 815.82 T/C 815.32 FL MATCH TO EX. 815.50 T/C 815.00 FL 815.06 EX. 814.32± 814.54 814.65 814.55 EX. 814.05± 814.28 814.39814.57 815.00 815.00 815.00 814.99 EX. 814.92± 815.20 815.08 815.00 814.87 EX. 814.92±EX. 814.69± EX. 813.86± EX. 814.09±EX. 814.00±EX. 813.00± EX. 814.42± EX. 814.28± TTTTTTTTTTTTTTTTTTTTTTT T T TTT TTTTTTT " P i p e " P i p e E E E E E E W W W W W W W G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G W P E T T T T T T T T T G G SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN STST S T S T XX X X ST ST ST T T T T T T T TTTTTTTTTTTTTTTTTTT T GR A S S GR A S S GR A S S BI T U M I N O U S PA V E M E N T BIT.PAD EX I S T I N G BU I L D I N G GRASSGRASS METAL FENCE LT P BA S E LT P BA S E 12 " C M P IN V : 8 0 5 . 4 5 12 " C M P IN V : 8 0 4 . 9 0 12 " C M P IN V : 8 0 4 . 8 8 12 " C M P IN V : 8 0 4 . 7 9 DU M P S T E R CO N T A I N M E N T SA N MH 1 SA N MH 2 SA N MH 9 ST M MH 1 ST M MH 2 ST M MH 3 ST M MH 9 P/L P/L P/L 17 . A P P X . L O C A T I O N ST ST S T S T S T S T ST ST ST ST ST SA N SA N ST M CB 3 ST M CB 4 ST M CB 6 ST M CB 5 ST M CB 7 ST M CB 1 0 ST M CB 9 ST M CB 8 ST M CB 1 1 ST M CB 1 3 ST M CB 1 2 ST M CB 1 4 ST M CB 1 5 LANNON DRIVE STORM CB12 RIM:806.37 808 807 806 806 806 807 808 810 808 8 0 8 8 0 8 8 0 9 809 80 7 808 809 807 808 809 80 9 8 0 8 806 806 80 7 81 0 81 0 8 0 8 808 809 8 0 9 81 0 8 1 0 809 809 809 808 LANNON DRIVE P/ L P/ L P/LP/ L P/ L P/ L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L PO S S I B L E F U T U R E AC C E S S D R I V E STORM CB12A RIM:806.39 809.12 T/C 808.62 FL EX. 808.58± 808.93 809.04 808.14 T/C 807.64 FL EX. 807.76± 808.52 808.63 807.78 T/C 807.28 FL EX. 807.40± 808.29 808.40 EX. 807.00± 807.38 T/C 806.88 FL 807.91 808.02 EX. 806.83± 807.21 T/C 806.71 FL 807.63 807.75 806.88 T/C 806.38 FL 807.29 807.41 EX. 806.77± 807.14 T/C 806.64 FL 807.77 807.87 EX. 807.66± 808.00 T/C 807.50 FL 808.53 808.60 EX. 808.00± 808.45 T/C 807.95 FL 808.89 808.94 EX. 808.54± 809.08 T/C 808.58 FL 809.38 809.41 EX. 808.91± 809.71 T/C 809.21 FL 809.88 809.89 810.30 T/C 809.80 FL 809.85 809.94 809.35 809.44 EX. 808.88± 809.27 809.24 809.40 809.63 T/C 809.13 FL EX. 808.82± EX. 808.87± EX. 808.73± 809.03 T/C 808.53 FL 809.41 809.50 EX. 808.67± 808.89 T/C 808.39 FL 808.38 808.48 EX. 808.44± 808.27808.17 808.81 T/C 808.31 FL 808.63 T/C 808.13 FL 808.37808.47 808.05 808.60 T/C 808.10 FL 808.47 808.59 808.41 T/C 807.91 FL 808.15 808.25 EX. 808.14± EX. 807.90± 808.33 T/C 807.83 FL EX. 808.43± 809.26 T/C 808.76 FL MATCH TO EX. 808.71 T/C 808.21 FL 808.91 T/C 808.41 FL MATCH TO EX. 809.42 T/C 808.92 FL 809.45 T/C 808.95 FL EX. 808.69± EX. 809.08± EX. 808.96± EX. 809.21± EX. 809.00± EX. 808.76± EX. 808.81± EX. 808.58± EX. 808.43± EX. 808.55± EX. 808.25± EX. 808.00± 807.00 EX. 808.00± EX. 807.70± 807.42 EX. 807.35±EX. 807.66± EX. 807.88±809.30 T/C 808.80 FL 809.06 808.96 EX. 808.70± 809.10 809.20 810.06 808.67 T/C 808.17 FL EX. 807.88± 808.94 808.01 807.91 EX. 808.18± 808.39 808.25 PR. RIM 808.10± 808.26 808.36 EX. 808.62± EX. 808.39±809.00 809.00 810.06 810.06 807.03 807.16 806.96 T/C 806.46 FL EX. 806.56± 806.54 807.47 807.35 807.04 T/C 806.54 FL 806.62 EX. 806.62± 806.46 EX. 806.50± EX. 808.25± EX. 808.27± 808.67 808.56 808.76 EX. 808.53± 809.72 809.29 808.66 808.03 807.58 806.72 806.79 806.96 807.36 807.72 808.53 EX. 809.01± EX. RIM 808.02± EX. 808.71±EX. 808.71± 809.32 808.99 809.12 EX. 808.85± 809.43 T/C 808.93 FL EX. 808.22± 808.81 T/C 808.31 FL EX. 810.10± 810.52 T/C 810.02 FL EX. 810.25± 810.67 T/C 810.17 FL EX. 810.73± 811.15 T/C 810.65 FL EX. 810.61± 811.01 T/C 810.51 FL EX. 809.76± 810.35 T/C 809.85 FL EX. 809.63± 810.21 T/C 809.71 FL 810.66 T/C 810.16 FL 810.08809.08 809.64 T/C 809.14 FL 810.45 T/C 809.95 FL 809.53 EX. 810.47± EX. 809.17± 809.11 RO A D W A Y G R A D I N G P L A N DRAWING NO. DRAWN BY: DATE: PROJECT NO: CHECKED BY: APPROVED BY: NO. REVISION DATE BY SHEET NO.: PA R K L A N D T O W N E C E N T E R D E V E L O P M E N T JA N E S V I L L E R O A D A N D L A N N O N D R I V E I M P R O V E M E N T S MU S K E G O , W I S C O N S I N 15577 PUBLIC GRADING.dwg www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 TH E G R O U PSingle Source. Sound Solutions. PJI 1-25-16 15577 JBL JBL Fi l e : I: \ E N E R C O N \ 1 5 5 7 7 _ N e w P a r k l a n d M a l l \ 0 6 0 C A D \ C - C i v i l \ 5 0 0 P r o d u c t i o n - P u b l i c \ 5 0 5 - G r a d i n g P l a n \ 1 5 5 7 7 P U B L I C G R A D I N G . d w g C 200 GENERAL NOTES: 1.THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS DRAWING IS BASED ON FIELD LOCATIONS AND/OR RECORDS FURNISHED BY MUNICIPALITIES AND UTILITY COMPANIES. THE LOCATION AND ACCURACY OF WHICH CANNOT BE GUARANTEED. THERE MAY BE ADDITIONAL UNDERGROUND UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. 2.VERIFY ACTUAL LOCATIONS AND INVERTS IN THE FIELD. ANY POTENTIAL ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 3.WORK TO BE COMPLETED IS INDICATED IN BOLD TYPE LINES AND EXISTING CONDITIONS ARE INDICATED BY LIGHT TYPE LINES. 4.ELECTRONIC CIVIL FILES ARE AVAILABLE UPON WRITTEN REQUEST. DO NOT USE ELECTRONIC CIVIL FILES TO LAYOUT FOUNDATIONS, COLUMN LINES, LIGHT POLES, OR OTHER NON CIVIL SITE WORK. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS OF BUILDING AND ARCHITECTURAL FEATURES. 5.DIMENSIONS ARE FROM FACE OF CURB OR EDGE OF PAVEMENT. 6.WORK WITHIN THE PUBLIC RIGHT OF WAY, INCLUDING BUT NOT LIMITED TO DRIVEWAY OPENINGS, SIDEWALK AND RAMPS, PAVING, AND CURB AND GUTTER SHALL BE COMPLETED PER MUNICIPAL AND/OR COUNTY REQUIREMENTS AND STANDARDS. 7.EARTHWORK SHALL BE IN ACCORDANCE WITH GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. 5 5 EXISTING CONTOUR PROPOSED CONTOUR B C402 ASPHALT SURFACE LEGEND: PROPOSED CURB & GUTTER SPOT GRADE T/C: TOP OF CURB GRADE FL: FLOW LINE CURB GRADE PROPOSED ASPHALT SPOT GRADE100.00 100.50 T/C 100.00 FL GRAPHIC SCALE 00 30'60' THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS MAP IS BASED ON FIELD MARKINGS AND INFORMATION FURNISHED BY UTILITY COMPANIES AND THE LOCAL MUNICIPALITY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, ITS ACCURACY AND COMPLETENESS CANNOT BE GUARANTEED. GRAPHIC SCALE 00 30'60' INSTALLED BY OTHERS. COORDINATE UTILITY CONSTRUCTION WITHIN R.O.W. WITH PARKLAND TOWNE CENTER DEVELOPMENT. PARKLAND TOWNE CENTER DEVELOPMENT. NOT IN CONTRACT. REFER TO CIVIL PLANS FOR INFORMATION. PARKLAND TOWNE CENTER DEVELOPMENT. NOT IN CONTRACT. REFER TO CIVIL PLANS FOR INFORMATION. ALL IMPROVEMENTS IN LANNON DRIVE SHALL BE IN ACCORDANCE WITH CITY OF MUSKEGO STANDARD SPECIFICATIONS. ALL IMPROVEMENTS IN JANESVILLE ROAD SHALL BE IN ACCORDANCE WITH WISDOT STANDARD SPECIFICATIONS. 2' CURB OPENING 1.CITY RESUBMITTAL 3/23/16 TPM CONCRETE FLUME FROM CURB OPENING TO CATCH BASIN 2.CITY RESUBMITTAL 5/27/16 TPM T T T T T T T T T T T T T T TTT T T T T T T T T T T X X 12" C M P IN V : 8 0 5 . 4 5 12" C M P IN V : 8 0 4 . 9 0 12" C M P IN V : 8 0 4 . 8 8 12" C M P INV : 8 0 4 . 7 9 48" C C P IN V : 7 9 7 . 2 2 60" C C P INV : 7 9 6 . 3 7 "V" C H A N N E L : 79 6 . 5 5 SA N MH 1 SA N MH 2 SA N MH 3 SA N MH 4 SA N MH 5 SA N MH 6 SA N MH 7 SA N MH 8 SA N MH 9 ST M M H 1 ST M MH 2 ST M MH 3 ST M MH 4 ST M MH 5 ST M MH 6 ST M MH 7 ST M MH 8 ST M MH 9 ST M MH 1 0 ST M CB 1 ST M CB 2 ST M CB 3 ST M CB 4 ST M CB 6 ST M CB 5 ST M CB 7 ST M CB 1 0 ST M CB 9 ST M CB 8 ST M CB 1 1 ST M CB 1 3 ST M CB 1 2 ST M CB 1 4 ST M CB 1 5 ST M CB 1 6 P/L P/L P/ L P/ L P/ L P/ L P/ L P/L P/L P/ L P/ L P/ L P/ L P/LP/LP/LP/LP/LP/LP/L P/ L P/L P/L P/L P/L P/L P/L FU T U R E PO O L ON L Y PO S S I B L E F U T U R E AC C E S S D R I V E LA N N O N D R I V E JANESVILLE R O A D 700' 200' 400' 400' 700' 100' 100' 500' 500' 700'350' 700' 350' 200' ME D I A N T R A F F I C C O N T R O L P L A N DRAWING NO. DRAWN BY: DATE: PROJECT NO: CHECKED BY: APPROVED BY: NO. REVISION DATE BY SHEET NO.: PA R K L A N D T O W N E C E N T E R D E V E L O P M E N T JA N E S V I L L E R O A D A N D L A N N O N D R I V E I M P R O V E M E N T S MU S K E G O , W I S C O N S I N 15577 - Public TC.dwg www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 TH E G R O U PSingle Source. Sound Solutions. Fi l e : I: \ E N E R C O N \ 1 5 5 7 7 _ N e w P a r k l a n d M a l l \ 0 6 0 C A D \ C - C i v i l \ 5 0 0 P r o d u c t i o n - P u b l i c \ 5 0 9 - T r a f f i c C o n t r o l \ 1 5 5 7 7 - P u b l i c T C . d w g C 300 GRAPHIC SCALE 00 80'160' THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS MAP IS BASED ON FIELD MARKINGS AND INFORMATION FURNISHED BY UTILITY COMPANIES AND THE LOCAL MUNICIPALITY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, ITS ACCURACY AND COMPLETENESS CANNOT BE GUARANTEED. PJI 1-25-16 15577 JBL JBL PROPOSED TRAFFIC CONTROL DRUM LEGEND: PROPOSED TYPE III BARRICADE WITH TRAFFIC CONTROL SIGN WORK ZONE PROPOSED TRAFFIC CONTROL SIGN PERMANENT SUPPORT PROPOSED TRAFFIC CONTROL DRUM WITH TYPE "C" STEADY BURN LIGHT FLASHING ARROW BOARD 1.CITY RESUBMITTAL 3/23/16 TPM NOTE: TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH WISDOT SDD 15D20-2 AND 15D21-2. 2.CITY RESUBMITTAL 5/27/16 TPM T T T T T T T T T T T T T P PT TTT T T T T T P T T T T T X X 12" C M P IN V : 8 0 5 . 4 5 12" C M P IN V : 8 0 4 . 9 0 12" C M P IN V : 8 0 4 . 8 8 12" C M P INV : 8 0 4 . 7 9 48" C C P IN V : 7 9 7 . 2 2 60" C C P INV : 7 9 6 . 3 7 "V" C H A N N E L : 79 6 . 5 5 SA N MH 1 SA N MH 2 SA N MH 3 SA N MH 4 SA N MH 5 SA N MH 6 SA N MH 7 SA N MH 8 SA N MH 9 ST M M H 1 ST M MH 2 ST M MH 3 ST M MH 4 ST M MH 5 ST M MH 6 ST M MH 7 ST M MH 8 ST M MH 9 ST M MH 1 0 ST M CB 1 ST M CB 2 ST M CB 3 ST M CB 4 ST M CB 6 ST M CB 5 ST M CB 7 ST M CB 1 0 ST M CB 9 ST M CB 8 ST M CB 1 1 ST M CB 1 3 ST M CB 1 2 ST M CB 1 4 ST M CB 1 5 ST M CB 1 6 P/L P/L P/ L P/ L P/ L P/ L P/ L P/L P/L P/ L P/ L P/ L P/ L P/LP/LP/LP/LP/LP/LP/L P/ L P/L P/L P/L P/L P/L P/L FU T U R E PO O L ON L Y PO S S I B L E F U T U R E AC C E S S D R I V E LA N N O N D R I V E JANESVILLE R O A D 200' 100' 200' OV E R A L L T R A F F I C C O N T R O L P L A N DRAWING NO. DRAWN BY: DATE: PROJECT NO: CHECKED BY: APPROVED BY: NO. REVISION DATE BY SHEET NO.: PA R K L A N D T O W N E C E N T E R D E V E L O P M E N T JA N E S V I L L E R O A D A N D L A N N O N D R I V E I M P R O V E M E N T S MU S K E G O , W I S C O N S I N 15577 - Public TC.dwg www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 TH E G R O U PSingle Source. Sound Solutions. Fi l e : I: \ E N E R C O N \ 1 5 5 7 7 _ N e w P a r k l a n d M a l l \ 0 6 0 C A D \ C - C i v i l \ 5 0 0 P r o d u c t i o n - P u b l i c \ 5 0 9 - T r a f f i c C o n t r o l \ 1 5 5 7 7 - P u b l i c T C . d w g C 301 GRAPHIC SCALE 00 80'160' THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS MAP IS BASED ON FIELD MARKINGS AND INFORMATION FURNISHED BY UTILITY COMPANIES AND THE LOCAL MUNICIPALITY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, ITS ACCURACY AND COMPLETENESS CANNOT BE GUARANTEED. PJI 1-25-16 15577 JBL JBL PROPOSED TRAFFIC CONTROL DRUM LEGEND: PROPOSED TYPE III BARRICADE WITH TRAFFIC CONTROL SIGN WORK ZONE PROPOSED TRAFFIC CONTROL SIGN PERMANENT SUPPORT 1.CITY RESUBMITTAL 3/23/16 TPM 2.CITY RESUBMITTAL 5/27/16 TPM DE T A I L S DRAWING NO. DRAWN BY: DATE: PROJECT NO: CHECKED BY: APPROVED BY: NO. REVISION DATE BY SHEET NO.: PA R K L A N D T O W N E C E N T E R D E V E L O P M E N T JA N E S V I L L E R O A D A N D L A N N O N D R I V E I M P R O V E M E N T S MU S K E G O , W I S C O N S I N 15577 PUBLIC DETAILS.dwg www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 TH E G R O U PSingle Source. Sound Solutions. PJI 1-25-16 15577 JBL CTC C 400 Fi l e : I: \ E N E R C O N \ 1 5 5 7 7 _ N e w P a r k l a n d M a l l \ 0 6 0 C A D \ C - C i v i l \ 5 0 0 P r o d u c t i o n - P u b l i c \ 5 0 7 - D e t a i l s \ 1 5 5 7 7 P U B L I C D E T A I L S . d w g INLET PROTECTION TYPE A, B, C, AND D: WDNR TS-1060 EROSION CONTROL NOTES: 1.CONSTRUCTION SITE EROSION CONTROL AND SEDIMENTATION CONTROL SHALL COMPLY WITH THE REQUIREMENTS OF THE LOCAL MUNICIPALITY AND SHALL EMPLOY EROSION CONTROL METHODS AS SHOWN AND SPECIFIED IN THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES TECHNICAL STANDARDS. 2.ALL EROSION CONTROL MEASURES SHALL BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND SHALL BE INSTALLED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON THE SITE. 3.EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR STABILITY AND OPERATION AFTER A RAINFALL OF 0.5 INCHES OR MORE, BUT NO LESS THAN ONCE EVERY WEEK. MAINTENANCE OF ALL EROSION CONTROL STRUCTURES SHALL BE PROVIDED TO INSURE INTENDED PURPOSE IS ACCOMPLISHED. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP AND REMOVAL OF ALL SEDIMENT WHEN LEAVING PROPERTY. EROSION CONTROL MEASURES MUST BE IN WORKING CONDITION AT END OF EACH WORK DAY. DOCUMENT AND MAINTAIN RECORDS OF INSPECTIONS IN ACCORDANCE WITH WDNR NR216 REQUIREMENTS. 4.SILT FENCE SHALL BE INSTALLED IN THE LOCATIONS SHOWN ON THE CONSTRUCTION PLANS. SEDIMENT DEPOSITS SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN DEPOSITS REACH A DEPTH OF 6 INCHES. THE SILT FENCE SHALL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A BARRIER. 5.FILTER FABRIC SHALL BE INSTALLED BENEATH INLET COVERS TO TRAP SEDIMENT PER INLET PROTECTION DETAIL IN THE LOCATIONS SHOWN ON THE CONSTRUCTION PLANS. 6.EROSION CONTROL MEASURES SHALL BE MAINTAINED ON A CONTINUING BASIS UNTIL SITE IS FULLY STABILIZED. 7.PERIODIC STREET SWEEPING SHALL BE COMPLETED TO MAINTAIN ADJACENT STREETS FREE OF DUST AND DIRT. 8.SILT FENCE SHALL BE INSTALLED IN HORSESHOE FASHION AROUND ANY TOPSOIL AND FILL STOCKPILES. 9.SITE DEWATERING. WATER PUMPED FROM THE SITE SHALL BE TREATED BY SEDIMENT BASINS OR OTHER APPROPRIATE MEASURES SPECIFIED IN THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES TECHNICAL STANDARDS. WATER MAY NOT BE DISCHARGED IN A MANNER THAT CAUSES EROSION OF THE SITE, ADJACENT SITES, OR RECEIVING CHANNELS. 10.WASTE AND MATERIAL DISPOSAL. ALL WASTE AND UNUSED BUILDING MATERIALS (INCLUDING GARBAGE, DEBRIS, CLEANING WASTES, WASTEWATER, TOXIC MATERIALS, OR HAZARDOUS MATERIALS) SHALL BE PROPERLY DISPOSED AND NOT ALLOWED TO BE CARRIED OFF-SITE BY RUNOFF OR WIND. 11.SEDIMENT CLEANUP. ALL OFF-SITE SEDIMENT DEPOSITS OCCURRING AS A RESULT OF A STORM EVENT SHALL BE CLEANED UP BY THE END OF THE NEXT WORKDAY. ALL OTHER OFF-SITE SEDIMENT DEPOSITS OCCURRING AS A RESULT OF CONSTRUCTION ACTIVITIES SHALL BE CLEANED UP BY THE END OF THE WORKDAY. 12.ALL DISTURBED GROUND LEFT INACTIVE FOR SEVEN OR MORE DAYS SHALL BE STABILIZED BY TEMPORARY OR PERMANENT SEEDING, MULCHING, SODDING, COVERING WITH TARPS, OR EQUIVALENT PRACTICE FOUND IN THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES TECHNICAL STANDARD. IF TEMPORARY SEEDING IS USED, A PERMANENT COVER SHALL ALSO BE REQUIRED AS PART OF THE FINAL SITE STABILIZATION. SEEDING OR SODDING SHALL BE REQUIRED AS PART OF THE FINAL SITE STABILIZATION. 13.SOIL OR DIRT STORAGE PILES SHALL BE LOCATED A MINIMUM OF TWENTY-FIVE FEET FROM ANY DOWNSLOPE ROAD, LAKE, STREAM, WETLAND, OR DRAINAGE CHANNEL. STRAW BALE OR FILTER FABRIC FENCES SHALL BE PLACED ON THE DOWN SLOPE SIDE OF THE PILES. IF REMAINING FOR MORE THAN THIRTY DAYS, PILES SHALL BE STABILIZED BY MULCHING, VEGETATIVE COVER, TARPS OR OTHER MEANS. 14.WHEN THE DISTURBED AREA HAS BEEN STABILIZED BY PERMANENT VEGETATION OR OTHER MEANS, TEMPORARY PRACTICES, SUCH AS FILTER FABRIC FENCES, STRAW BALES, SEDIMENT AND SEDIMENT TRAPS, FOUND IN THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES TECHNICAL STANDARDS SHALL BE REMOVED. 15.NOTIFY THE LOCAL MUNICIPALITY HAVING JURISDICTION WITHIN TWO WORKING DAYS OF COMMENCING ANY LAND DEVELOPMENT OR LAND DISTURBING ACTIVITY. 16.OBTAIN PERMISSION FROM THE LOCAL MUNICIPALITY HAVING JURISDICTION PRIOR TO MODIFYING THE EROSION CONTROL PLAN. 17.REPAIR ANY SILTATION OR EROSION DAMAGE TO ADJOINING SURFACES AND DRAINAGE WAYS RESULTING FROM LAND DEVELOPMENT OR LAND DISTURBING ACTIVITIES. 18.KEEP A COPY OF THE EROSION CONTROL PLAN ON SITE. 19.CONTRACTOR SHALL, TO THE EXTENT POSSIBLE, MINIMIZE DISTURBANCE OF EXISTING VEGETATION DURING CONSTRUCTION. 20.CONTRACTOR SHALL, TO THE EXTENT POSSIBLE, MINIMIZE COMPACTION OF TOPSOIL AND PRESERVE TOPSOIL IN GREENSPACE AREAS. 21.WASH WATER FROM VEHICLES AND WHEEL WASHING SHALL BE CONTAINED AND TREATED PRIOR TO DISCHARGE. 22.CONTRACTOR SHALL MAINTAIN SPILL KITS ON-SITE. 23.PERMANENT TURF SEEDING OF DISTURBED AREA MUST OCCUR PRIOR TO SEPTEMBER 15TH. IF ADEQUATE TIME IS NOT AVAILABLE TO APPLY PERMANENT SEEDING PRIOR TO SEPTEMBER 15, THEN DISTURBED AREAS SHALL BE TEMPORARILY SEEDED WITH AN ANNUAL RYE GRASS PER WDNR TECHNICAL STANDARD 1059, WHERE THE TEMPORARY SEEDING MUST OCCUR PRIOR TO OCTOBER 15TH. 24.IF TEMPORARY SEEDING IS NOT COMPLETED BY OCTOBER 15TH, APPLY SOIL STABILIZERS AND DORMANT SEED TO DISTURBED AREA PER WDNR TECHNICAL STANDARD 1050. INSPECT ANIONIC PAM APPLICATION AT A MINIMUM FREQUENCY OF EVERY TWO MONTHS AND REAPPLY AS NECESSARY. B CONSTRUCTION SEQUENCE FOR EROSION CONTROL INCLUDES: 1.INSTALL SILT FENCING AND INLET PROTECTION. INSTALL ASSOCIATED DITCH CHECKS. 2.REMOVE EXISTING PAVEMENTS AND STRUCTURES AS REQUIRED FOR PROPOSED IMPROVEMENTS. ALL PAVEMENTS SHALL BE SAW CUT TO FULL-DEPTH PRIOR TO REMOVAL. 3.STRIP TOPSOIL AND STOCKPILE. 4.PERFORM ROUGH SITE GRADING. STABILIZE FINISHED AREAS AS THE WORK PROGRESSES. USE EROSION MATTING WHERE CALLED FOR ON THE PLANS. PER WDNR TECHNICAL STANDARD 1059: AREAS THAT RECEIVE TEMPORARY SEEDING SHALL HAVE A MINIMUM TOPSOIL DEPTH OF 2 INCHES. AREAS THAT RECEIVE PERMANENT SEEDING SHALL HAVE A MINIMAL TOPSOIL DEPTH OF 4 INCHES. 5.INSTALL UTILITIES. INSTALL ANY ADDITIONAL INLET PROTECTION ON NEW STORM SEWER. 6.PERFORM FINE SITE GRADING AND INSTALL STONE BASE(S). 7.INSTALL PAVEMENTS. 8.LANDSCAPE AND STABILIZE REMAINING AREAS WITHIN 7 DAYS OF COMPLETION OF FINAL GRADING AND TOPSOILING. 9.REMOVE EROSION CONTROL MEASURES ONLY WHEN SITE IS FULLY STABILIZED. GRATED INLET 2" X 4" STAKE AND CROSS BRACING BURIED FABRIC MIN. 6" DEPTH GEOTEXTILE FABRIC, TYPE FF DIRECTION OF RUNOFF WATER FLOW 4' 2' GEOTEXTILE FABRIC, TYPE FF GEOTEXTILE FABRIC, TYPE FF 2" X 4" STAKE AND CROSS BRACING INLET WITH OR WITHOUT GRATE ATTACH GEOTEXTILE FABRIC, TYPE FF TO THE STAKES AND CROSSING BRACING 2' GEOTEXTILE FABRIC, TYPE FF WOOD 2" X 4" EXTENDS 7" BEYOND GRATE WIDTH ON BOTH SIDES, LENGTH VARIES. SECURE TO GRATE WITH WIRE OR PLASTIC TIES GEOTEXTILE FABRIC, TYPE FF FRONT, BACK, AND BOTTOM TO BE MADE FROM SINGLE PIECE OF FABRIC. MINIMUM DOUBLE STITCHED SEAMS ALL AROUND SIDE PIECES AND ON FLAP POCKETS INLET SPECIFICATIONS AS PER THE PLAN DIMENSION LENGTH AND WIDTH TO MATCH INLET SPECIFICATIONS AS PER THE PLAN DIMENSION LENGTH AND WIDTH TO MATCH USE REBAR OR STEEL ROD FOR REMOVAL OR FOR INLETS WITH CAST CURB BOX USE WOOD 2"X4", EXTEND 10" BEYOND GRATE WIDTH ON BOTH SIDES, LENGTH VARIES. SECURE TO GRATE WITH WIRE OR PLASTIC TIES. 4"X6" OVAL HOLE SHALL BE HEAT CUT INTO ALL FOUR SIDE PANELS. GENERAL NOTE: INLET PROTECTION SHALL CONFORM TO WDNR CONSERVATION PRACTICE STANDARD #1060 THIS DRAWING IS BASED ON WISCONSIN DEPARTMENT OF TRANSPORTATION STANDARD DETAIL DRAWING 8 E 10-2 GENERAL NOTES 1.MANUFACTURED ALTERNATIVES APPROVED AND LISTED ON THE DEPARTMENT'S EROSION CONTROL PRODUCT ACCEPTABILITY LIST MAY BE SUBSTITUTED. 2.WHEN REMOVING OR MAINTAINING INLET PROTECTION, CARE SHALL BE TAKEN SO THAT THE SEDIMENT TRAPPED ON THE GEOTEXTILE FABRIC DOES NOT FALL INTO THE INLET. ANY MATERIAL FALLING INTO THE INLET SHALL BE REMOVED IMMEDIATELY. 3.FINISHED SIZE, INCLUDING FLAP POCKETS WHERE REQUIRED, SHALL EXTEND A MINIMUM OF 10" AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL. 4.FOR INLET PROTECTION, TYPE C (WITH CURB BOX), AN ADDITIONAL 18" OF FABRIC IS WRAPPED AROUND THE WOOD AND SECURED WITH STAPLES. THE WOOD SHALL NOT BLOCK THE ENTIRE HEIGHT OF THE CURB BOX OPENING. 5.FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2X4. INSTALLATION NOTES TYPE B & C TRIM EXCESS FABRIC IN THE FLOW LINE TO WITHIN 3" OF THE GRATE. THE CONTRACTOR SHALL DEMONSTRATE A METHOD OF MAINTENANCE, USING A SEWN FLAP, HAND HOLDS OR OTHER METHOD TO PREVENT ACCUMULATED SEDIMENT FROM ENTERING THE INLET. TYPE D DO NOT INSTALL INLET PROTECTION TYPE D IN INLETS SHALLOWER THAN 30", MEASURED FROM THE BOTTOM OF THE INLET TO THE TOP OF THE GRATE. TRIM EXCESS FABRIC IN THE FLOW LINE TO WITHIN 3" OF THE GRATE. THE INSTALLED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE, BETWEEN THE INLET WALLS AND THE BAG, MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES, OF 3". WHERE NECESSARY THE CONTRACTOR SHALL CINCH THE BAG, USING PLASTIC ZIP TIES, TO ACHIEVE THE 3" CLEARANCE. THE TIES SHALL BE PLACED AT A MAXIMUM OF 4" FROM THE BOTTOM OF THE BAG. INLET PROTECTION, TYPE A INLET PROTECTION, TYPE C (WITH CURB BOX) INLET PROTECTION, TYPE B (WITHOUT CURB BOX) (CAN BE INSTALLED IN ANY INLET WITHOUT A CURB BOX) INLET PROTECTION, TYPE D (CAN BE INSTALLED IN ANY INLET WITH OR WITHOUT A CURB BOX AS PER NOTE) NOT TO SCALE 12" 12" 4" 8" A B A A A DI R E C T I O N O F F L O W SLOP E V A R . SL O P E V A R . DITCH CHECKS: WDNR TS-1062ANOT TO SCALE FRONT ELEVATION PLAN VIEW SECTION A-A EMBED BALES WOOD STAKES (2 PER BALE) NOMINAL 2"X2"X30" MIN. LENGTH OR EQUIVALENT. DRIVEN FLUSH WHEN SOIL CONDITIONING PERMITS FOR SCOUR PROTECTION USE: EROSION MAT FOR CHANNEL LINING. LAP MAT UNDER UPSTREAM BALES AND SECURE FABRIC WITH WOOD STAKES AT 3 FOOT INTERVALS STRAW BALES 2"X2"X30" WOOD POSTS DRIVEN FLUSH WHEN SOIL CONDITIONING PERMITS STAGGER JOINTS BETWEEN ADJACENT ROWS OF BALES GENERAL NOTE: STRAW BALE BARRIES (DITCH CHECKS) SHALL CONFORM TO WDNR CONSERVATION PRACTICE STANDARD #1062 THIS DRAWING IS BASED ON WISCONSIN DEPARTMENT OF TRANSPORTATION STANDARD DETAIL DRAWING 8 E 8-3 BOTTOM ELEVATION OF END BALES (A) SHALL BE EQUAL TO OR GREATER THAN TOP OF LOWEST MIDDLE BALE (B). NOTE: ALL DIMENSIONS ARE APPROXIMATE 14" NOM . 4" NOM. 14" NOM. 30" M I N . 7" NOM. 7" N O M . EROSION MATTING: WDNR TS-1052C 1.PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP'S), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. 2.BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP'S IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" (30 CM) OF RECP'S EXTENDE3D BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP'S WITH A ROW OF STAPLES / STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF RECP'S BACK OVER SEED AND COMPACTED SOIL. SECURE RECP'S OVER COMPACTED SOIL WITH A ROW OF STAPLES / STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP'S 3.ROLL THE RECP'S (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP'S WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECP'S MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES / STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM, STAPLES / STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4.THE EDGES OF PARALLEL RECP'S MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING ON RECP'S TYPE. 5.CONSECUTIVE RECP'S SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STLYE) WITH AN APPROXIMATE 3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE RECP'S WIDTH. NOTE: IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTH GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY SECURE THE RECP'S. NOTE: 1.EROSION MATTING SHALL CONFORM TO WDNR CONSERVATION PRACTICE STANDARD #1052. 2.INSTALL PER MANUFACTURERS SPECIFICATIONS. 1.CITY RESUBMITTAL 3/23/16 TPM 2.CITY RESUBMITTAL 5/27/16 TPM DE T A I L S DRAWING NO. DRAWN BY: DATE: PROJECT NO: CHECKED BY: APPROVED BY: NO. REVISION DATE BY SHEET NO.: PA R K L A N D T O W N E C E N T E R D E V E L O P M E N T JA N E S V I L L E R O A D A N D L A N N O N D R I V E I M P R O V E M E N T S MU S K E G O , W I S C O N S I N 15577 PUBLIC DETAILS.dwg www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 TH E G R O U PSingle Source. Sound Solutions. PJI 1-25-16 15577 JBL CTC C 401 Fi l e : I: \ E N E R C O N \ 1 5 5 7 7 _ N e w P a r k l a n d M a l l \ 0 6 0 C A D \ C - C i v i l \ 5 0 0 P r o d u c t i o n - P u b l i c \ 5 0 7 - D e t a i l s \ 1 5 5 7 7 P U B L I C D E T A I L S . d w g NOT TO SCALEB COMPACTED SUBGRADE A' A' NOT TO SCALE CONCRETE DRIVEWAY (WITH CONCRETE WALK)D PLACE DUMMY JOINT AT CENTER LINE OF DRIVEWAY AND/OR AT ALL JOINTS IN THE GUTTER. DRIVEWAY THROUGH WALK SECTION SHALL HAVE A TRANSVERSE PITCH OF A MAX. 2.0% 1/2" X 24" DEFORMED TIE BARS 36" O.C. 1/2" E X P A N S I O N J O I N T M A T E R I A L EXIS T I N G W A L K 7" C O N C R E T E W A L K EXIS T I N G W A L K 6'-0" 1'-0" 2 % M A X . 1: 1 2 M A X . D"7" SECTION A'-A' D = 7" FOR COMMERCIAL DRIVEWAYS NOT TO SCALE CONCRETE MEDIAN NOSEC CONCRETE PAVERS AT TURF CONCRETE PAVERS AT BACK OF CURB NOT TO SCALE CONCRETE PAVER DETAILE NOT TO SCALE 30" CONCRETE CURB & GUTTER SECTION FOR WORK WITHIN LANNON DRIVEA NOT TO SCALE CONCRETE SIDEWALK SECTIONF NOT TO SCALE ASPHALT PAVEMENT SECTION WITHIN JANESVILLE RD.B 6 INCH HMA PAVEMENT, TYPE E-3 (2 INCH SURFACE) (WITH TACK COAT) (4 INCH BINDER) 4 INCH BASE AGGREGATE OPEN GRADED 24 INCH BREAKER RUN 10 INCH BASE AGGREGATE DENSE (1-1/4") ASPHALT PAVEMENT SECTION WITHIN LANNON DR. 6 INCH HMA PAVEMENT, TYPE E-0.3 (2 INCH 9.5 mm SURFACE) (WITH TACK COAT) (4 INCH -19 mm BINDER) 12 INCH BASE AGGREGATE DENSE (1-1/4") 1.CITY RESUBMITTAL 3/23/16 TPM 2.CITY RESUBMITTAL 5/27/16 TPM DE T A I L S DRAWING NO. DRAWN BY: DATE: PROJECT NO: CHECKED BY: APPROVED BY: NO. REVISION DATE BY SHEET NO.: PA R K L A N D T O W N E C E N T E R D E V E L O P M E N T JA N E S V I L L E R O A D A N D L A N N O N D R I V E I M P R O V E M E N T S MU S K E G O , W I S C O N S I N 15577 PUBLIC DETAILS.dwg www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 TH E G R O U PSingle Source. Sound Solutions. PJI 1-25-16 15577 JBL CTC C 402 Fi l e : I: \ E N E R C O N \ 1 5 5 7 7 _ N e w P a r k l a n d M a l l \ 0 6 0 C A D \ C - C i v i l \ 5 0 0 P r o d u c t i o n - P u b l i c \ 5 0 7 - D e t a i l s \ 1 5 5 7 7 P U B L I C D E T A I L S . d w g NOT TO SCALE BANNER POLE BASEC NOT TO SCALE ADA CONCRETE RAMP (TYPE 4B1)A NOT TO SCALE DETECTABLE WARNING FIELD DETAILB DETECTABLE WARNING FIELD B - 1.CITY RESUBMITTAL 3/23/16 TPM 2.CITY RESUBMITTAL 5/27/16 TPM 5" THICK CONCRETE SIDEWALK 3" OF 3/4" CRUSHED LIMESTONE OPEN GRADE NO. 1 12 INCH BASE AGGREGATE BASE DENSE 1-1/4" INCH 6 INCH HMA PAVEMENT, TYPE E-0.3 (2 INCH 9.5mm SURFACE) (WITH TACK COAT) (4 INCH 19 mm BINDER) EXISTING PAVEMENT EXISTING PAVEMENT 12 INCH BASE AGGREGATE BASE DENSE 1-1/4" INCH CONCRETE CURB & GUTTER, 30-INCH TYPE D TYP. TOPSOIL, SOD TOPSOIL, SOD VARIES 2.5'7'6'3' EXISTING NORTHBOUND LANE 16' EXISTING SOUTHBOUND LANE PL EDGE OF PAVEMENT EXISTING GREENSPACE LANNON TYPICAL PROPOSED SECTION LANNON DRIVE SECTION A-A AGGREGATE TO EXTEND 6-INCHES BEYOND SIDEWALK, TYP.AGGREGATE TO EXTEND 1.5 FEET BEYOND CURB, TYP. 6 INCH HMA PAVEMENT, TYPE E-0.3 (2 INCH 9.5mm SURFACE) (WITH TACK COAT) (4 INCH 19 mm BINDER) 5'2.5'12' EX. 12' EAST BOUND LANE 2.5'EX. 25' WEST BOUND LANE 2.5'10'5'9' PL 6 INCH HMA PAVEMENT, TYPE E-3 (2 INCH 9.5mm SURFACE) (WITH TACK COAT) (4 INCH 19mm BINDER) EXISTING PAVEMENT 4 INCH BASE AGGREGATE OPEN GRADED 10 INCH BASE AGGREGATE BASE DENSE 1-1/4" INCH 24 INCH BREAKER RUN EXISTING PAVEMENT EXISTING SIDEWALK EXISTING CONCRETE CURB & GUTTER, 30-INCH TYPE D EXISTING CONCRETE CURB & GUTTER, 30-INCH TYPE D CONCRETE CURB & GUTTER, 30-INCH TYPE D TYPICAL PROPOSED SECTION JANESVILLE ROAD SECTION B-B CONCRETE PAVERS REFER TO SHEET C401. AGGREGATE TO EXTEND 1.5 FEET BEYOND CURB, TYP.DRAWING NO. DRAWN BY: TPM DATE: 5-24-16 PROJECT NO: 15577 CHECKED BY: JBL APPROVED BY:JBL NO. REVISION DATE BY SHEET NO.: PA R K L A N D T O W N E C E N T E R D E V E L O P M E N T JA N E S V I L L E R O A D A N D L A N N O N D R I V E I M P R O V E M E N T S MU S K E G O , W I S C O N S I N 15577-DOT- Typical Sections.dwg www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 TH E G R O U PSingle Source. Sound Solutions. Fi l e : I: \ E N E R C O N \ 1 5 5 7 7 _ N e w P a r k l a n d M a l l \ 0 6 0 C A D \ C - C i v i l \ 5 0 0 P r o d u c t i o n - P u b l i c \ 5 1 1 - T y p i c a l S e c t i o n s \ 1 5 5 7 7 - D O T - T y p i c a l S e c t i o n s . d w g TY P I C A L S E C T I O N S C 403 1.CITY RESUBMITTAL 5/27/16 TPM T T T T T T T T T T T T T T T T T T T T P P T T T W W W W TT E E E E W W W W 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 W G G W E T T T T T T T T E E E E E E E E E E E E E E E E E E E E E E E E EWWWWWWWWWWWWWWWWWWWWWWWWW SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN G G G G G G G G G G G G G G G G G G G G G G P E E E E E E E E E E E E E E E E E E T T T T T T T T G 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 E G SA N G G G G G G G G G G G G G G G G G G G G G ST ST ST ST ST ST ST X X X XX CTV E E E E ST 81 0 810810 806 806 80 6 808 812 814 8 0 0 810 79 8 79 8 8 0 2 80 4 8 0 6 806 806 808 808 8 0 8 812 T T T T T T T T T T T T T T T T T GR A V E L GR A V E L GR A V E L GR A V E L GR A V E L GR A V E L GR A S S GR A S S GR A S S GR A S S GR A S S GR A S S BI T U M I N O U S PA V E M E N T BI T U M I N O U S PA V E M E N T BIT U M I N O U S PA V E M E N T BIT . P A D EX I S T I N G BU I L D I N G DUMPSTER CONTAINMENT W A L K I N G P A T H SIDEWALK PARKING GARAGE EX I S T I N G BU I L D I N G CO N C R E T E CONCRETE GR A S S GR A S S ME T A L F E N C E LT P BA S E LT P BA S E LT P BA S E LT P BA S E LT P BA S E 12" C M P IN V : 8 0 5 . 4 5 12" C M P IN V : 8 0 4 . 9 0 12" C M P IN V : 8 0 4 . 8 8 12" C M P IN V : 8 0 4 . 7 9 48" C C P IN V : 7 9 7 . 2 2 EX I S T . H O U S E EX I S T I N G P O N D W A T E R S ED G E W A T E R S ED G E CO N C R E T E P A D DU M P S T E R CO N T A I N M E N T FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFO EX I S T I N G P O S T OF F I C E B U I L D I N G 60" C C P IN V : 7 9 6 . 3 7 "V" C H A N N E L : 79 6 . 5 5 SA N M H 1 SA N M H 2 SA N MH 3 SA N M H 4 SA N M H 5 SA N M H 6 SA N MH 7 SA N MH 8 SA N MH 9 ST M M H 1 ST M M H 2 ST M MH 3 ST M M H 4 ST M M H 5 ST M M H 6 ST M M H 7 ST M MH 8 ST M M H 9 ST M M H 1 0 1 8 . 1 2 ' U T I L I T Y E A S E . D O C . # 8 8 5 1 0 5 12. NO ACCESS PER DOC. #84085712. NO ACCESS PER DOC. #840857 SI G N N 8 8 ° 4 6 ' 1 6 " E 1 0 0 . 0 0 ' N 0 1 ° 1 3 ' 4 4 " W 2 0 0 . 0 0 ' S 7 7 ° 3 9 ' 1 7 " E 2 9 3 . 3 7 ' S 2 7 ° 3 7 ' 1 7 " E 2 1 0 . 0 0 ' N 62°22'43" E 160.00'S 2 7 ° 3 7 ' 1 7 " E 2 8 . 2 2 ' N 6 2 ° 2 2 ' 4 3 " E 1 6 . 0 8 ' S 2 7 ° 3 7 ' 1 7 " E 4 1 7 . 3 1 ' S 62°22'43" W 726.81' N 2 7 ° 0 8 ' 1 7 " W 1 7 6 . 8 0 ' S 8 8 ° 4 6 ' 1 6 " W 1 0 6 . 0 0 ' N 0 1 ° 1 3 ' 4 4 " W 5 4 1 . 8 4 ' N 8 8 ° 4 6 ' 1 6 " E 50. 0 0 ' (S 62°27' W) (S 8 8 ° 5 0 ' 3 3 " W ) (N 8 8 ° 5 0 ' 3 3 " E ) (N 8 8 ° 5 0 ' 3 3 " E ) (N 62°27' E) (N 6 2 ° 2 7 ' E ) (N 0 1 ° 0 9 ' 2 7 " W ) (N 0 1 ° 0 9 ' 2 7 " W ) ( S 7 7 ° 3 5 ' E ) (S 2 7 ° 3 3 ' E ) (S 2 7 ° 3 3 ' E ) (S 2 7 ° 3 3 ' E ) (N 2 7 ° 0 4 ' W ) 17. A P P X . L O C A T I O N OF U T I L I T Y E A S E . DO C . # 8 5 1 7 9 7 14. APPX. LOCATION OF C/L UTILITY EASE. DOC. #695960 16. APPX. LOCATION OF C/L UTILITY EASE. DOC. #810369 16. APPX. LOCATION OF C/L UTILITY EASE. DOC. #810369 (N 0 1 ° 0 9 ' 2 7 " W ) N 0 1 ° 1 3 ' 4 4 " W 7 7 4 . 0 0 ' W. L I N E N W 1 / 4 S E C . 1 0 , T 5 N , R 2 0 E N 1 ° 2 3 ' 1 6 " W ( R E C . ) 22. TEMPORARY LIMITED EASEMENT (EXPIRED) DOC. #391194922. TEMPORARY LIMITED EASEMENT (EXPIRED) DOC. #3911949 ST ST ST ST ST ST ST ST ST ST BL O C K W A L L ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST S T ST S A N ST M CB 1 ST M CB 2 ST M CB 3 ST M CB 4 ST M CB 6 ST M CB 5 ST M CB 7 ST M CB 1 0 ST M CB 9 ST M CB 8 ST M CB 1 1 ST M CB 1 3 ST M CB 1 2 ST M CB 1 5 ST M CB 1 6 SANITARY MEASURE DOWNS SAN MH 1 RIM: 808.03 N INV: 791.27 S INV: 791.23 SE INV: 794.19 SAN MH 2 RIM: 808.48 N INV: 790.76 S INV: 790.71 SAN MH 3 RIM: 812.21 NE INV: 790.5 SW INV: 790.4 SAN MH 4 RIM: 814.26 NE INV: 791.4 SW INV: 791.4 SAN MH 5 RIM: 814.08 NE INV: 792.1 SW INV: 792.08 S INV : 793.0 S INV: 802.2 SAN MH 6 RIM: 811.92 N INV: 793.3 NE INV: 792.9 SW INV: 793.0 SAN MH 7 RIM: 806.39 NW INV: 794.16 SE INV: 794.14 SAN MH 8 RIM: 806.33 NW INV: 794.84 SE INV: 794.76 SAN MH 9 RIM: 806.88 NW INV: 795.92 STORM MEASURE DOWNS STM MH 1 RIM: 805.75 15" NE INV: 804.04 12" SW INV: 804.04 STM MH 2 RIM: 806.79 15" NE INV: 803.57 15" SW INV: 803.54 8" CLAY S INV: 803.37 STM MH 3 RIM:806.07 8" CLAY N INV: 803.67 STM MH 4 RIM: 805.25 12" NE INV: 803.03 12" SW INV: 803.00 STM MH 5 RIM: 807.04 24" N INV: 802.62 24" NE INV: 802.80 12" SW INV: 802.74 18 " S T O R M S E W E R 6" C L A Y S T O R M S E W E R 15" STORM SEWER 12" ST O R M S E W E R 1 8 " S T O R M S E W E R 18" STORM SEWER 24 " S T O R M S E W E R 48 " S T O R M S E W E R 24 " S T O R M S E W E R 24" STORM SEWER P / L P/L P/L P/L P/ L P/L P / L P/ L P/L P/L P/L P / L P/ L P/LP/L P/L P/L N62° 07' 53"E 241.28'N62° 07' 53"E 653.34' L=208.33 R=1909.86 CH B=N59° 00' 23"E SI T E S U R V E Y DRAWING NO. DRAWN BY: DATE: PROJECT NO: CHECKED BY: APPROVED BY: NO. REVISION DATE BY SHEET NO.: PA R K L A N D T O W N E C E N T E R MU S K E G O , W I S C O N S I N 15577 Site Survey.dwg www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 TH E G R O U PSingle Source. Sound Solutions. FPF 12-4-15 15577 JBL JBL GENERAL NOTES: 1.THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS DRAWING IS BASED ON FIELD LOCATIONS AND/OR RECORDS FURNISHED BY MUNICIPALITIES AND UTILITY COMPANIES. THE LOCATION AND ACCURACY OF WHICH CANNOT BE GUARANTEED. THERE MAY BE ADDITIONAL UNDERGROUND UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. 2.VERIFY ACTUAL LOCATIONS AND INVERTS IN THE FIELD. ANY POTENTIAL ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 3.DRAWING IS BASED ON FIELD SURVEY COMPLETED BY B. ROZITE ON 09-09-2015. 4.DATUM FOR THE PROJECT SURVEY IS NGVD 1929. BENCHMARK FOR THE PROJECT SURVEY IS CHISELED CROSS IN CONCRETE SHOWN ON SURVEY AS "BENCHMARK #1" WITH AN ELEVATION OF 808.91. CATCH BASIN REBAR FOUND/SET HYDRANT MANHOLE GUY WIRE CHAIN LINK FENCE PROPERTY LINE OVERHEAD UTILITY LINE WATER MAIN ELECTRIC SANITARY SEWER STORM SEWER CONIFEROUS TREE DECIDUOUS TREE LIGHT POLE IRON PIPE FOUND/SET UTILITY PEDESTAL TELEPHONE CB BENCHMARK MONUMENT CHISELED CROSS FOUND/SET PK PK NAIL FOUND/SET SPIKE/NAIL ELECTRIC METER UTILITY POLE TRAFFIC SIGNAL SOIL BORING WATER VALVE SIGN BUSH FORCE MAIN FIBER OPTIC CABLE TV TREE LINE EASEMENT OH OH G G E E T T ST ST SAN SAN x x FO FO FM FM W W x CTV CTV SECTION 1/4 SECTION LINE 670 P GAS EXISTING CONTOUR EM GM GAS METER GAS VALVE POST MONITORING WELL RD ROOF DRAIN CB CATCH BASIN (ROUND) Fi l e : I: \ E N E R C O N \ 1 5 5 7 7 _ N e w P a r k l a n d M a l l \ 0 6 0 C A D \ C - C i v i l \ 5 0 0 P r o d u c t i o n - C i v i l P l a n s \ 5 0 0 - S i t e S u r v e y \ 1 5 5 7 7 S i t e S u r v e y . d w g LEGEND: C 001THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS MAP IS BASED ON FIELD MARKINGS AND INFORMATION FURNISHED BY UTILITY COMPANIES AND THE LOCAL MUNICIPALITY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, ITS ACCURACY AND COMPLETENESS CANNOT BE GUARANTEED. GRAPHIC SCALE 00 50'100' JANESVILLE RD LA N N O N D R . PROPOSED PROPERTY LINE PROPOSED PROPERTY LINE PROPOSED PROPERTY LINE STM MH 6 RIM: 807.08 18" SE INV: 803.80 24" SW INV: 803.33 STM MH 7 RIM: 806.23 18" NW INV: 804.63 STM MH 8 RIM: 806.14 24" NW INV: 800.74 18" E INV: 801.84 15" SE INV: 800.76 24" SW INV: 801.24 STM MH 9 RIM: 805.64 18" SE INV: 803.30 STM MH 10 RIM: 804.86 48" NW INV: 799.05 24" SE INV: 799.21 STORM CATCH BASIN MEASURE DOWNS STM CB 1 RIM: 810.16 15" NE INV: 12" SW INV: STM CB 2 RIM: 812.26 15" NE INV: 15" SW INV: 8" CLAY S INV: STM CB 3 RIM: 809.75 8" CLAY N INV: STM CB 4 RIM: 807.79 12" NE INV: 12" SW INV: STM CB 5 RIM: 806.80 24" N INV: 24" NE INV: 12" SW INV: STM CB 6 RIM: 807.84 24" N INV: 24" NE INV: 12" SW INV: STM CB 7 RIM: 808.10 24" N INV: 24" NE INV: 12" SW INV: STM CB 8 RIM: 808.09 12" SE INV: 805.9 12" W INV: 805.12 STM CB 9 RIM:807.92 16" N INV: 804.9 12" NW INV: 804.80 12" NE INV: 804.77 16" S INV: 804.62 STM CB 10 RIM:806.48 12" SE INV: 804.89 STM CB 11 RIM: 807.07 16" N INV: 804.22 16" S INV: 804.12 12" E INV: 804.32 STM CB 12 RIM:806.99 12" E INV: 804.86 STM CB 13 RIM:807.09 16" N INV: 804.08 16" S INV: 803.99 12" W INV: 804.79 STM CB 14 RIM: 808.48 16" N INV: 803.32 16" S INV: 803.27 STM CB 15 RIM:809.10 12" SW INV: 807.12 STM CB 16 RIM: 805.65 12" NW INV: 802.58 12" E INV: 802.86 PROPOSED FUTURE PROPERTY LINE 1.CITY RESUBMITTAL 3/23/16 TPM 2.CITY RESUBMITTAL 5/27/16 TPM PROPOSED MUNICIPAL EASEMENT PROPOSED 30' WATER UTILITY EASEMENT PROPOSED 30' WATER UTILITY EASEMENT PROPOSED 30' WATER UTILITY EASEMENT WATER UTILITY EASEMENT PROPOSED 5' EASEMENT FOR EXISTING PATH PROPOSED 30' WATER UTILITY EASEMENT T T T T T T T T T T T T T T T T T T T T " P i p e " P i p e P P " P i p e " P i p e " P i p e T T T W W W W TTT E E E E W W W W 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 W G G W E T T T T T T T T E E E E E E E E E E E E E E E E E E E E E E E E EWWWWWWWWWWWWWWWWWWWWWWWWW SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN G G G G G G G G G G G G G G G G G G G G G G P E E E E E E E E E E E E E E E E E E T T T T T T T T G 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 E G SA N G G G G G G G G G G G G G G G G G G G G G ST ST ST ST ST ST ST X X X XX CTV E E E E ST T T T T T T T T T T T T T T T T T FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFO SA N M H 1 SA N M H 2 SA N MH 3 SA N M H 4 SA N M H 5 SA N M H 6 SA N M H 7 SA N M H 8 SA N M H 9 ST M MH 1 ST M M H 2 ST M M H 3 ST M M H 4 ST M M H 7 ST M M H 9 ST M M H 1 0 1 8 . 1 2 ' U T I L I T Y E A S E . D O C . # 8 8 5 1 0 5 12. NO ACCESS PER DOC. #84085712. NO ACCESS PER DOC. #840857 P/ L P/ L P/LP/L P/L P/L 17. A P P X . L O C A T I O N OF U T I L I T Y E A S E . DO C . # 8 5 1 7 9 7 14. APPX. LOCATION OF C/L UTILITY EASE. DOC. #695960 16. APPX. LOCATION OF C/L UTILITY EASE. DOC. #810369 16. APPX. LOCATION OF C/L UTILITY EASE. DOC. #810369 22. TEMPORARY LIMITED EASEMENT (EXPIRED) DOC. #391194922. TEMPORARY LIMITED EASEMENT (EXPIRED) DOC. #3911949 ST 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 S A N /////////// ///////////////////////////////////////////////////////////////////////// ///////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / //////////////////////////////////////////////////////// ///////////// / / / / / / / / / / / / / //////////////////// 810 808 80 8 809 809 809809 8 0 9 80 9 80 9 80 9 809 80 9 80 9 811 81 2 809 80 9 80 5 805 810 804 80 4 80 6 806 807 808 80 8 808 8 0 8 808 809 811 81 2 81 3 81 4 800 80 0 80 5 805 810 79 8 798799 79 9 80 1 801 80 2 802 80 3 803 80 4 804 80 6 806 80 7 807 808 80 8 80 8 808 80 9 80 9 809 809 809 809 80 9 811 812 813 80 7 807 80 8 80 8 80 8 80 8 80 9 809 809 80 9 80 8 80 0 79 4 80 5 80 4 80 1 80 780 8 80 6 80 7 80 8 8 0 6 8 0 7 8 0 8 8 0 9 8 0 9 8 1 0 80 6 807 8 0 8 8 0 9 810 8 0 6 806 807 808 809 811 812 810 807 807 808 809 806 80 6 80 6 806 81 0 81 0 807 808 809 807 80 7 8 0 8 80 8 808 808 8 0 9 809 81 0 8118118 1 2 812 813 813 8 1 4 814 800 80 0 8 0 5 799 79 9 80 1 801 80 2 80 3 8 0 4 8 0 6 8 0 7 80 7 8 0 0 8 0 5 7 9 8 7 9 9 8 0 1 8 0 2 8 0 3 8 0 4 8 0 6 ER O S I O N C O N T R O L A N D S I T E PR E P A R A T I O N P L A N DRAWING NO. DRAWN BY: DATE: PROJECT NO: CHECKED BY: APPROVED BY: NO. REVISION DATE BY SHEET NO.: PA R K L A N D T O W N E C E N T E R MU S K E G O , W I S C O N S I N 15577 EROSION.dwg www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 TH E G R O U PSingle Source. Sound Solutions. FPF 12-4-15 15577 JBL JBL 5 A C400 B C400 C C400 5 /////////// GENERAL NOTES: 1.THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS DRAWING IS BASED ON FIELD LOCATIONS AND/OR RECORDS FURNISHED BY MUNICIPALITIES AND UTILITY COMPANIES. THE LOCATION AND ACCURACY OF WHICH CANNOT BE GUARANTEED. THERE MAY BE ADDITIONAL UNDERGROUND UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. 2.VERIFY ACTUAL LOCATIONS AND INVERTS IN THE FIELD. ANY POTENTIAL ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 3.WORK TO BE COMPLETED IS INDICATED IN BOLD TYPE LINES AND EXISTING CONDITIONS ARE INDICATED BY LIGHT TYPE LINES. 4.ELECTRONIC CIVIL FILES ARE AVAILABLE UPON WRITTEN REQUEST. DO NOT USE ELECTRONIC CIVIL FILES TO LAYOUT FOUNDATIONS, COLUMN LINES, LIGHT POLES, OR OTHER NON CIVIL SITE WORK. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS OF BUILDING AND ARCHITECTURAL FEATURES. 5.SEE SHEET C400 FOR A COMPLETE LIST OF EROSION CONTROL NOTES AND DETAILS. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO START OF LAND DISTURBING ACTIVITIES. 6.DO NOT BEGIN LAND DISTURBING ACTIVITIES UNTIL AN EROSION CONTROL PERMIT IS OBTAINED FROM LOCAL JURISDICTION. 7.CONTRACTOR TO COORDINATE CONSTRUCTION WITH LANNON DR. IMPROVEMENTS. REFER TO PUBLIC ROAD IMPROVEMENT PLANS. 8.CONTRACTOR SHALL MAINTAIN PROPER DRAINAGE ON LANNON ROAD AT ALL TIMES. PHASE STORM SEWER ABANDONMENTS AND NEW STORM SEWER INSTALLATION AND/OR PROVIDE TEMPORARY MEANS SUCH AS PUMPS AND TEMPORARY STORM SEWERS AS REQUIRED TO MAINTAIN DRAINAGE FROM LANNON ROAD. PROPOSED SILT FENCE PROPOSED INLET PROTECTION PROPOSED TRACKING PAD PROPOSED EROSION MATTING WISDOT APPROVED CLASS 1 TYPE B EXISTING CONTOUR UTILITY ABANDONMENT, REMOVE AS NECESSARY PROPOSED CONTOUR STRUCTURE REMOVAL PAVEMENT REMOVAL D C400 Fi l e : I: \ E N E R C O N \ 1 5 5 7 7 _ N e w P a r k l a n d M a l l \ 0 6 0 C A D \ C - C i v i l \ 5 0 0 P r o d u c t i o n - C i v i l P l a n s \ 5 0 1 - S i t e P r e p a r a t i o n & E r o s i o n C o n t r o l \ 1 5 5 7 7 E R O S I O N . d w g LEGEND: C 002THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS MAP IS BASED ON FIELD MARKINGS AND INFORMATION FURNISHED BY UTILITY COMPANIES AND THE LOCAL MUNICIPALITY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, ITS ACCURACY AND COMPLETENESS CANNOT BE GUARANTEED. GRAPHIC SCALE 00 50'100' PROPOSED SILT FENCE, TYP. PROPOSED TRACKING PAD PROPOSED INLET PROTECTION, TYP. REMOVE EXISTING LIGHT POLE BASE ABANDONED EXISTING STORM SEWER AND STRUCTURES. REMOVE AS NECESSARY REMOVE EXISTING LIGHT POLE BASE PROPOSED EROSION MATTING PROPOSED EROSION MATTING TYP, PROPOSED INLET PROTECTION TYP. PROPOSED INLET PROTECTION TYP. ABANDONED EXISTING STORM SEWER AND STRUCTURES. REMOVE AS NECESSARY EXISTING STORM SEWER AND STRUCTURES TO REMAIN AND BE REUSED CONTRACTOR SHALL TELEVISE SEWERS AND DETERMINE CONDITION FOR REUSE. CURB REMOVAL PROPOSED TURF REINFORCED MATTING WISDOT APPROVED CLASS 3 TYPE C D C400 PROPOSED SYNTHETIC TURF REINFORCED MATTING CLASS 3 TYPE D, TYP. D C400 COORDINATE IMPROVEMENTS WITHIN R.O.W. FOR UTILITIES CONSTRUCTION WITH PUBLIC ROAD IMPROVEMENTS COORDINATE IMPROVEMENTS WITHIN R.O.W. FOR UTILITIES CONSTRUCTION WITH PUBLIC ROAD IMPROVEMENTS PLUG ABANDON SANITARY SERVICE AT MANHOLE PLUG ABANDON SANITARY SERVICE AT R.O.W. JANESVILLE RD LA N N O N D R . REMOVE AND REPLACE PATH AS NECESSARY CUT AND CAP PROPOSED TURF REINFORCED MATTING, TYP. PROPOSED RIP-RAP SWALE BOTTOM F C403 PROPOSED RIP RAP F C403 PROPOSED TEMPORARY TOPSOIL STOCK PILE DIVERSION DITCH DIVERSION DITCH E C400 E C400 PROPOSED DIVERSION DITCH (MINIMUM 1.0%) E C400 1.CITY RESUBMITTAL 3/23/16 TPM TEMPORARY DIVERSION DITCH TO BE MAINTAINED UNTIL GROCERY STORE IS DEVELOPED. 2.CITY RESUBMITTAL 5/27/16 TPM CONTRACTOR TO INSTALL MH4, STORM SEWER, AND ASSOCIATED FLARED END SECTION TO OUTFALL INTO SEDIMENTATION BASIN. REFER TO C300 FOR STORM SEWER DESIGN. T T T T T T T T T T T T T T T T T T T T P P T T T W W W W TT E E E E W W W W 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 W G G W E T T T T T T T T E E E E E E E E E E E E E E E E E E E E E E E E EWWWWWWWWWWWWWWWWWWWWWWWWW SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN G G G G G G G G G G G G G G G G G G G G G G P E E E E E E E E E E E E E E E E E E T T T T T T T T G 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 E G SA N G G G G G G G G G G G G G G G G G G G G G ST ST ST ST ST ST ST X X X XX CTV E E E E ST T T T T T T T T T T T T T T T T T 12" C M P IN V : 8 0 5 . 4 5 12" C M P IN V : 8 0 4 . 9 0 12" C M P IN V : 8 0 4 . 8 8 12" C M P IN V : 8 0 4 . 7 9 48" C C P IN V : 7 9 7 . 2 2 FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFO 60" C C P IN V : 7 9 6 . 3 7 "V" C H A N N E L : 79 6 . 5 5 SA N M H 1 SA N M H 2 SA N MH 3 SA N M H 4 SA N M H 5 SA N M H 6 SA N MH 7 SA N MH 8 SA N MH 9 ST M M H 1 ST M M H 2 ST M MH 3 ST M M H 4 ST M M H 5 ST M M H 6 ST M M H 7 ST M MH 8 ST M M H 9 ST M M H 1 0 1 8 . 1 2 ' U T I L I T Y E A S E . D O C . # 8 8 5 1 0 5 12. NO ACCESS PER DOC. #84085712. NO ACCESS PER DOC. #840857 17. A P P X . L O C A T I O N OF U T I L I T Y E A S E . DO C . # 8 5 1 7 9 7 14. APPX. LOCATION OF C/L UTILITY EASE. DOC. #695960 16. APPX. LOCATION OF C/L UTILITY EASE. DOC. #810369 16. APPX. LOCATION OF C/L UTILITY EASE. DOC. #810369 22. TEMPORARY LIMITED EASEMENT (EXPIRED) DOC. #391194922. TEMPORARY LIMITED EASEMENT (EXPIRED) DOC. #3911949 ST 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 S A N ST M CB 1 ST M CB 2 ST M CB 3 ST M CB 4 ST M CB 6 ST M CB 5 ST M CB 7 ST M CB 1 0 ST M CB 9 ST M CB 8 ST M CB 1 1 ST M CB 1 3 ST M CB 1 2 ST M CB 1 5 ST M CB 1 6 PROPOSED FUTURE GROCERY (30,000 SF) FFE = 810.00 PROPOSED FUTURE COMMERCIAL (12,000 SF) FFE: 811.80 PROPOSED FUTURE COMMERCIAL (4,000 SF) FFE = 811.80 PROPOSED BUILDING 21,600 SF FFE = 809.00 PROPOSED FUTURE COMMERCIAL (7,500 SF) FFE = 808.87 22 11 8 17 20 19 9 9 1212 12 10 10 12 20 14 33 11 FU T U R E PO O L 14 E E E E E 2 8 3 9 PROPOSED BUILDING 21,600 SF FFE = 809.00 PROPOSED BUILDING 21,600 SF FFE = 809.00 PO S S I B L E F U T U R E AC C E S S D R I V E 9 25. 0 ' 36. 0 ' 25. 0 ' 25. 0 ' 25. 0 ' 24. 0 ' 24. 0 ' 24. 0 ' 24. 0 ' 24. 0 ' 24. 0 ' 24. 5 ' 25. 0 ' 12 . 0 ' 25. 0 ' 25. 0 ' 12. 0 ' 25. 0 ' 15. 0 ' 25. 0 ' 24. 0 ' 26. 5 ' 27. 0 ' 6.0 ' 25. 0 ' 25. 0 ' 24. 0 ' 25. 0 ' 27. 0 ' 24. 0 ' 24. 0 ' 12 5 . 0 ' 60. 0 ' 20 0 . 0 ' 60. 0 ' 25 0 . 0 ' 12 0 . 0 ' 26. 5 ' 70. 0 ' 50. 0 ' 24. 5 ' 18. 1 ' 24. 5 ' 15. 0 ' 25. 0 ' 12. 0 ' 12. 0 ' 11 . 0 ' 11 . 0 ' 1 1 . 0 ' 10 0 . 0 ' 1 1 . 0 ' 10 6 . 9 ' 6.0 ' 1 3 . 0 ' 15. 4 ' 19. 3 ' 40 . 0 ' 40 . 0 ' 10 . 0 ' 10 . 0 ' 10 . 0 ' 10 . 0 ' 15 . 0 ' 15 . 0 ' 15 . 0 ' 33 . 0 ' 33 . 0 ' 12. 0 ' 15. 0 ' 20 . 3 ' 32 . 8 ' 12 . 0 ' 5.0 ' 22. 9 ' P / L P/L P/L P/L P/ L P/L P / L P/ L P/L P/L P/L N62° 07' 53"E 241.28'N62° 07' 53"E 653.34' L=208.33 R=1909.86 CH B=N59° 00' 23"E CH L=208.23 D=6°15'00" SI T E P L A N DRAWING NO. DRAWN BY: DATE: PROJECT NO: CHECKED BY: APPROVED BY: NO. REVISION DATE BY SHEET NO.: PA R K L A N D T O W N E C E N T E R MU S K E G O , W I S C O N S I N 15577-site.dwg www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 TH E G R O U PSingle Source. Sound Solutions. SITE INFORMATION: TOTAL SITE = 10.76 ACRES TOTAL DISTURBED AREA = 10.76 ACRES PROPOSED IMPERVIOUS AREA = ±6.98 ACRES PROPOSED PERVIOUS AREA = ±3.78 ACRES Fi l e : I: \ E N E R C O N \ 1 5 5 7 7 _ N e w P a r k l a n d M a l l \ 0 6 0 C A D \ C - C i v i l \ 5 0 0 P r o d u c t i o n - C i v i l P l a n s \ 5 0 3 - S i t e D i m e n s i o n P l a n \ 1 5 5 7 7 - s i t e . d w g LEGEND: C 100 A C401 CURB & GUTTER (ACCEPT) A C401 CURB & GUTTER (REJECT) GRAPHIC SCALE 00 50'100' THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS MAP IS BASED ON FIELD MARKINGS AND INFORMATION FURNISHED BY UTILITY COMPANIES AND THE LOCAL MUNICIPALITY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, ITS ACCURACY AND COMPLETENESS CANNOT BE GUARANTEED. JANESVILLE RD LA N N O N D R . B C4015" THICK CONCRETE WALK C C401 ASPHALT SURFACE (HEAVY DUTY ) 9' x 18' TYP. 9' x 18' TYP. PARCEL A 5.884 ACRES PARCEL B 2.937 ACRES PARCEL C 1.26 ACRES PARCEL D 0.679 ACRES TPM/FPF/VMS/PJI 1-29-16 15577 JBL JBL 9' x 1 8 ' T Y P . NOTES: DASHED GRAY LINES INDICATE FUTURE (POTENTIAL) IMPROVEMENTS SEE PUBLIC INFRASTRUCTURE PLAN SET FOR LANNON DRIVE IMPROVEMENTS BEYOND ROW LINE SEE PUBLIC INFRASTRUCTURE PLAN SET FOR LANNON DRIVE IMPROVEMENTS BEYOND ROW LINE SEE PUBLIC INFRASTRUCTURE PLAN SET FOR JANESVILLE ROAD IMPROVEMENTS BEYOND ROW LINE ADA SIGN TYP. F C401 ADA SIGN TYP. F C401 1 FT CURB TAPER AT PROPERTY LINE. TYP. E C401 1 FT CURB TAPER AT PROPERTY LINE. TYP. E C401 PAVEMENT MARKING "LANE LINE", SOLID YELLOW, 4" PAVEMENT MARKING "LANE LINE", SOLID WHITE, 4" PAVEMENT MARKING "LANE LINE", DASHED WHITE, 4" PAVEMENT MARKING "DIRECTIONAL ARROWS", SOLID WHITE TYP. PAVEMENT MARKING "DIRECTIONAL ARROWS", SOLID WHITE TYP. PAVEMENT MARKING "LANE LINE", SOLID WHITE, 4" PAVEMENT MARKING "LANE LINE", SOLID YELLOW, 4" ADA RAMP TYP. I C401 PAVEMENT MARKING "CROSS WALK", WHITE TYP. PAVEMENT MARKING "PARKING LINE", SOLID WHITE, 4" TYP. ADA RAMP TYP. H C401 MONUMENT SIGN REFER TO ARCHITECTURAL PLANS FOR DETAILS TYP. GENERAL NOTES: 1.THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS DRAWING IS BASED ON FIELD LOCATIONS AND/OR RECORDS FURNISHED BY MUNICIPALITIES AND UTILITY COMPANIES. THE LOCATION AND ACCURACY OF WHICH CANNOT BE GUARANTEED. THERE MAY BE ADDITIONAL UNDERGROUND UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. 2.VERIFY ACTUAL LOCATIONS AND INVERTS IN THE FIELD. ANY POTENTIAL ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 3.WORK TO BE COMPLETED IS INDICATED IN BOLD TYPE LINES AND EXISTING CONDITIONS ARE INDICATED BY LIGHT TYPE LINES. 4.ELECTRONIC CIVIL FILES ARE AVAILABLE UPON WRITTEN REQUEST. DO NOT USE ELECTRONIC CIVIL FILES TO LAYOUT FOUNDATIONS, COLUMN LINES, LIGHT POLES, OR OTHER NON CIVIL SITE WORK. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS OF BUILDING AND ARCHITECTURAL FEATURES. 5.DIMENSIONS ARE FROM FACE OF CURB OR EDGE OF PAVEMENT. 6.WORK WITHIN THE PUBLIC RIGHT OF WAY, INCLUDING BUT NOT LIMITED TO DRIVEWAY OPENINGS, SIDEWALK AND RAMPS, PAVING, AND CURB AND GUTTER SHALL BE COMPLETED PER MUNICIPAL AND/OR COUNTY REQUIREMENTS AND STANDARDS. MUNICIPAL EASEMENT 30' WATER UTILITY EASEMENT 30' WATER UTILITY EASEMENT 30' WATER UTILITY EASEMENT 30' UTILITY EASEMENT PROPOSED PROPERTY LINE PROPOSED PROPERTY LINE PROPOSED FUTURE PROPERTY LINE PROPOSED PROPERTY LINE PROPOSED PROPERTY LINE J C401 J C401 REPLACE ASPHALT TRAIL AS NECESSARY K C401 STOP LINE AND STOP SIGN STOP LINE AND STOP SIGN DRY STORM WATER BASIN 100 YR=806.45 2 YR=806.14 BOTTOM = 806 STORM WATER BASIN 100YR=805.40 2 YR=803.79 NWL=800 BOTTOM = 795 6 FT CURB TAPER TO PROPERTY LINE. TYP. L C401 PROPOSED 30' SANITARY UTILITY EASEMENT WATER UTILITY EASEMENT PROPOSED CROSS ACCESS EASEMENT PROPOSED STORM WATER BASIN EASEMENT FOR EXISTING STORM WATER BASIN LOCATED NORTH PROPOSED 5' EASEMENT FOR EXISTING PATH 1.CITY RESUBMITTAL 3/23/16 TPM 2 FT CURB OPENING MONUMENT SIGN REFER TO ARCHITECTURAL PLANS FOR DETAILS TYP. MONUMENT SIGN REFER TO ARCHITECTURAL PLANS FOR DETAILS TYP. MONUMENT SIGN REFER TO ARCHITECTURAL PLANS FOR DETAILS TYP. MONUMENT SIGN REFER TO ARCHITECTURAL PLANS FOR DETAILS TYP. MONUMENT SIGN REFER TO ARCHITECTURAL PLANS FOR DETAILS TYP. 9' x 1 8 ' T Y P . SEE PUBLIC INFRASTRUCTURE PLAN SET FOR LANNON DRIVE IMPROVEMENTS BEYOND ROW LINE LEVEL LANDING (MAX. 2% IN ANY DIRECTION) ADA RAMP (MAX. 8.33% SLOPE) ADA RAMP (MAX. 8.33% SLOPE) PROPOSED RETAINING WALL. REFER TO ARCHITECTURAL PLANS FOR DETAILS. 2.CITY RESUBMITTAL 5/27/16 TPM P/L P/L P/L P/L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/L P/L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/L P/ L P/ L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L PROPOSED FUTURE GROCERY (30,000 SF) FFE = 810.00 PROPOSED FUTURE COMMERCIAL (12,000 SF) FFE: 811.80 PROPOSED FUTURE COMMERCIAL (4,000 SF) FFE = 811.80 PROPOSED BUILDING 21,600 SF FFE = 809.00 PROPOSED FUTURE COMMERCIAL (7,500 SF) FFE = 808.87 22 11 8 17 20 19 9 9 1212 12 10 10 12 20 14 33 11 FU T U R E PO O L 14 E E E E E 2 8 3 9 PROPOSED BUILDING 21,600 SF FFE = 809.00 PROPOSED BUILDING 21,600 SF FFE = 809.00 ON L Y P / L P/L P/ L P/LP/L P/L P/L P/L P / L PO S S I B L E F U T U R E AC C E S S D R I V E 9 T T T T T T T T T T T T T T T T T T T T " P i p e " P i p e P P " P i p e " P i p e " P i p e T T T W W W W TT E E E E W W W W 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 W G G W E T T T T T T T T E E E E E E E E E E E E E E E E E E E E E E E E EWWWWWWWWWWWWWWWWWWWWWWWWW SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN G G G G G G G G G G G G G G G G G G G G G G P E E E E E E E E E E E E E E E E E E T T T T T T T T G 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 E G SA N G G G G G G G G G G G G G G G G G G G G G X X X XX CTV E E E E 81 0 810810 806 806 80 6 808 812 814 8 0 0 810 79 8 79 8 8 0 2 80 4 8 0 6 806 806 808 808 8 0 8 812 T T T T T T T T T T T T T T T T T 12" C M P IN V : 8 0 5 . 4 5 12" C M P IN V : 8 0 4 . 9 0 12" C M P IN V : 8 0 4 . 8 8 12" C M P IN V : 8 0 4 . 7 9 48" C C P IN V : 7 9 7 . 2 2 FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFO 60" C C P IN V : 7 9 6 . 3 7 "V" C H A N N E L : 79 6 . 5 5 SA N M H 1 SA N M H 2 SA N MH 3 SA N M H 4 SA N M H 5 SA N M H 6 SA N MH 7 SA N MH 8 SA N MH 9 ST M M H 1 ST M M H 2 ST M MH 3 ST M M H 4 ST M M H 5 ST M M H 6 ST M M H 7 ST M MH 8 ST M M H 9 ST M M H 1 0 P / L P/ L P/LP/L P/L P/L ST S A N ST M CB 1 ST M CB 2 ST M CB 3 ST M CB 4 ST M CB 6 ST M CB 5 ST M CB 7 ST M CB 1 0 ST M CB 9 ST M CB 8 ST M CB 1 1 ST M CB 1 3 ST M CB 1 2 ST M CB 1 5 ST M CB 1 6 STORM CB1 RIM:807.00 STORM CB3 RIM:806.75 STORM MH1 RIM:808.06 STORM CB 16 RIM:807.35 STORM CB12 RIM:806.37 808 80 8 80 9 809 8098 0 9 80 9 810 811 812 813 814 810 8 0 9 811 80 0 80 0 80 0 80 5 80 5 805 79 9 79980 180 1 80 1 80 2 80 3 80 4 8 0 6 80 6 806 8 0 6 80 6 STORM CB4 RIM:807.00 810 811811 8 1 1 81 2812 8 0 8 8 0 9809809 80 9 808 8 0 8 80 8 809 STORM MH3 RIM:808.72 STORM CB5 RIM:808.03STORM CB8 RIM:808.00 STORM CB7 RIM:808.05 80 7 80 7 80 8 810 80 9 809 811 812 80 0 80 0 80 1 80 1 80 280 2 80 0 80 5 80 1 80 2 80 3 80 4 80 6 STORM CB6 RIM:808.02 STORM EXMH5 RIM:807.50 STORM CB2 RIM:808.00 80 5 80 1 80 2 80 3 80 4 80 6 80 7 80 8 80 5 80 480 680 780780 8 80 8 81 0 81 0 80 7 8 0 7 808 80 8 80 8 8 0 8 80 8 80 8 80 8 80 8 8 0 8 8 0 9 8 0 9 8 0 9 80 9 80 9 80 9 80 9 80 9 80 9 80 9 80 9 809 STORM CB11 RIM:807.00 STORM EXMH6 RIM:807.00 805 80 4 804 806 807 80 8 80 9 STORM MH5 RIM:805.40FES6 FES5 STORM OCS1 RIM:806.87 STORM MH4 RIM:803.22 STORM CB9 RIM:807.76 809 STORM CB13 RIM:806.66 80 6 8 0 6 80 7 8 0 7 80 8 8 0 8 8 0 9 8 0 9 80 9 STORM CB 14 RIM:807.50 79 5 795 796 797 798 799 STORM CB2A RIM:808.04 STORM MH7 RIM:808.44 STORM CB 1A RIM:807.05 FES4 STORM CB 3A RIM:806.78 STORM CB 4A RIM:807.04 STORM CB 11A RIM:807.17 STORM CB10 RIM:807.76 STORM CB 10A RIM:807.81STORM CB 9A RIM:807.78 STORM CB 5A RIM:808.06 STORM CB 15 RIM:808.73 STORM CB 6A RIM:808.07 STORM CB 7A RIM:808.09 STORM CB12A RIM:806.39 808.70 808.70 -1 . 2 % -1 . 2 % -1.2% -1 . 2 % -1 . 1 % -1.2% FES2 FES1 OV E R A L L G R A D I N G P L A N DRAWING NO. DRAWN BY: DATE: PROJECT NO: CHECKED BY: APPROVED BY: NO. REVISION DATE BY SHEET NO.: PA R K L A N D T O W N E C E N T E R MU S K E G O , W I S C O N S I N 15577 GRADING.dwg www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 TH E G R O U PSingle Source. Sound Solutions. CJS 11-24-15 15577 JBL JBL Fi l e : I: \ E N E R C O N \ 1 5 5 7 7 _ N e w P a r k l a n d M a l l \ 0 6 0 C A D \ C - C i v i l \ 5 0 0 P r o d u c t i o n - C i v i l P l a n s \ 5 0 5 - G r a d i n g P l a n \ 1 5 5 7 7 G R A D I N G . d w g C 200 GENERAL NOTES: 1.THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS DRAWING IS BASED ON FIELD LOCATIONS AND/OR RECORDS FURNISHED BY MUNICIPALITIES AND UTILITY COMPANIES. THE LOCATION AND ACCURACY OF WHICH CANNOT BE GUARANTEED. THERE MAY BE ADDITIONAL UNDERGROUND UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. 2.VERIFY ACTUAL LOCATIONS AND INVERTS IN THE FIELD. ANY POTENTIAL ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 3.WORK TO BE COMPLETED IS INDICATED IN BOLD TYPE LINES AND EXISTING CONDITIONS ARE INDICATED BY LIGHT TYPE LINES. 4.ELECTRONIC CIVIL FILES ARE AVAILABLE UPON WRITTEN REQUEST. DO NOT USE ELECTRONIC CIVIL FILES TO LAYOUT FOUNDATIONS, COLUMN LINES, LIGHT POLES, OR OTHER NON CIVIL SITE WORK. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS OF BUILDING AND ARCHITECTURAL FEATURES. 5.DIMENSIONS ARE FROM FACE OF CURB OR EDGE OF PAVEMENT. 6.WORK WITHIN THE PUBLIC RIGHT OF WAY, INCLUDING BUT NOT LIMITED TO DRIVEWAY OPENINGS, SIDEWALK AND RAMPS, PAVING, AND CURB AND GUTTER SHALL BE COMPLETED PER MUNICIPAL AND/OR COUNTY REQUIREMENTS AND STANDARDS. 7.EARTHWORK SHALL BE IN ACCORDANCE WITH GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. 5 5 EXISTING CONTOUR PROPOSED CONTOUR LEGEND: PROPOSED CURB & GUTTER SPOT GRADE T/C: TOP OF CURB GRADE FL: FLOW LINE CURB GRADE PROPOSED ASPHALT SPOT GRADE100.00 100.50 T/C 100.00 FL GRAPHIC SCALE 00 50'100' THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS MAP IS BASED ON FIELD MARKINGS AND INFORMATION FURNISHED BY UTILITY COMPANIES AND THE LOCAL MUNICIPALITY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, ITS ACCURACY AND COMPLETENESS CANNOT BE GUARANTEED. A C401 CURB & GUTTER (ACCEPT) A C401 CURB & GUTTER (REJECT) B C4015" THICK CONCRETE WALK C C401 ASPHALT SURFACE (HEAVY DUTY ) PROPOSED STORM INLET PROPOSED STORM MANHOLE PROPOSED SANITARY MANHOLE C C402 A C402 B C402 JANESVILLE RD LA N N O N D R . STORM WATER BASIN B C403 E C403 REINFORCED TURF MATTING C C403 30' WATER UTILITY EASEMENT 30' WATER UTILITY EASEMENT 30' UTILITY EASEMENT 30' WATER UTILITY EASEMENT MUNICIPAL UTILITY EASEMENT A C403 REPLACE EXISTING PATH AS NECESSARY OVERLAND FLOW PATH PROPOSED FUTURE PROPERTY LINE PROPOSED FUTURE PROPERTY LINE PROPOSED FUTURE PROPERTY LINE REINFORCED TURF MATTING C C403 REPLACE MANHOLE COVER WITH TEMPORARY GRATE. REFER TO STORM STRUCTURE TABLE ON SHEET C402. REPLACE MANHOLE COVER WITH TEMPORARY GRATE. REFER TO STORM STRUCTURE TABLE ON SHEET C402. 2' CURB OPENING STORM WATER BASIN 100YR=805.40 2 YR=803.79 NWL=800 BOTTOM = 795 DRY STORM WATER BASIN 100 YR=806.45 2 YR=806.14 BOTTOM = 806 1.CITY RESUBMITTAL 3/23/16 TPM TEMPORARY DIVERSION DITCH TO BE MAINTAINED UNTIL GROCERY STORE IS DEVELOPED. 6 FT CURB TAPER TO PROPERTY LINE. TYP. STORM MANHOLE 4 STRUCTURE AND FRAME AND GRATE TO BE ADJUSTED ONCE THE FINAL PROPOSED FUTURE GROCERY DEVELOPMENT HAS BEEN DESIGNED. PROPOSED RETAINING WALL. REFER TO ARCHITECTURAL PLANS FOR DETAILS. 2.CITY RESUBMITTAL 5/27/16 TPM P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/L P/ L P/ L P/ L P/ L P/ L P/ L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L PROPOSED FUTURE COMMERCIAL (12,000 SF) FFE: 811.80 PROPOSED FUTURE COMMERCIAL (4,000 SF) FFE = 811.80 21,600 SF FFE = 809.00 PROPOSED FUTURE COMMERCIAL (7,500 SF) FFE = 808.87 P/ L P / L P/ L P/LP/LP/LP/L P/ L P/ L P/ L P/LP/L P/L P/L P/L P/L P / L P / L P / L PO S S I B L E F U T U R E AC C E S S D R I V E T T " P i p e " P i p e W W W W E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN G G G G G G G G G G G G P T T T T T T T T T T T T T T T T T SA N SA N SA N W ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST E E E E E E E 81 0 810810 806 806 80 6 808 812 T T T T T T T T T T T T T T T T T T T T T T T T T T SA N SA N M H 4 SA N M H 5 M H 3 ST M M H 4 ST M M H 5 ST M M H 6 ST M M H 7 P/LP/LP/LP/L P/ L P/L ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST M CB 2 808.20 809.05 809.65 T/C 809.15 FL 809.18 T/C 808.68 FL 809.28 T/C 808.78 FL 810.00 T/C 809.50 FL 808.84 T/C 808.34 FL 809.90 T/C 809.40 FL 814.57 814.55 809.53 T/C 809.03 FL 809.63 T/C 809.13 FL 808 80 8 80 9 809 809 8 0 980 9 810 811 812 813 814 8 0 8 810 811 811 8 1 1 81 2812 8 0 8 8 0 9809809 80 9 809.25 T/C 808.75 FL 808 8 0 8 808 809 810 80 9 809 811 812 809.12 T/C 808.62 FL 809.50 T/C 809.00 FL 808.68 T/C 808.18 FL 810.00 T/C 809.50 FL 809.50 T/C 809.00 FL 809.19 T/C 808.69 FL 808.77 T/C 808.27 FL 808.04 810.26 T/C 809.76 FL 811.94 T/C 811.44 FL 808.34 T/C 807.84 FL 808.05 T/C 807.55 FL 806.88 808.96 T/C 808.46 FL 807.50 T/C 807.00 FL 810.18 T/C 809.68 FL 810.50 T/C 810.00 FL 812.79 T/C 812.29 FL 809.18 T/C 808.68 FL 810.68 T/C 810.18 FL 810.97 T/C 810.47 FL 810.42 T/C 809.92 FL 809.81 T/C 809.31 FL 809.45 T/C 808.95 FL 808.35 808.83 T/C 808.33 FL 808.78 T/C 808.28 FL 809.40 809.25 T/C 808.75 FL 808.51 T/C 808.01 FL 810.08 T/C 809.58 FL 809.49 T/C 808.99 FL 80 8 809 808.05 807 80 8 80 9 808.05 808.14 808.94 809.56 808.35 809.60 808.75 808.42 808.03 807.58 806.96 807.03 808.66 T/C 808.16 FL 808.73 808.61 T/C 808.11 FL 808.71 808.95 T/C 808.45 FL 809.30 T/C 808.80 FL STORM CB6 RIM:808.02 STORM CB7 RIM:808.05 STORM CB5 RIM:808.03 STORM MH3 RIM:808.72 STORM CB8 RIM:808.00 STORM CB9 RIM:807.76 STORM CB10 RIM:807.76 STORM CB11 RIM:807.00 STORM EXMH6 RIM:807.00 STORM EXMH5 RIM:807.50 8 1 0 8 0 9 8 1 1 8 1 2 814.29 814.65 814.55 814.30 814.05 814.39 814.97 815.00 814.99 815.00 Ex. 809.32 809 STORM CB 14 RIM:807.50 STORM CB 15 RIM:808.73 STORM CB 6A RIM:808.07 STORM CB 5A RIM:808.06 STORM CB 7A RIM:808.09 STORM CB9 RIM:807.76 STORM CB 10A RIM:807.81 STORM CB 11A RIM:807.17 814.83 T/C 814.33 FL Ex. 808.62 809.75 809.44 809.35 809.94 809.85 809.32 809.27 809.24 810.30 T/C 809.80 FL GR A D I N G P L A N DRAWING NO. DRAWN BY: DATE: PROJECT NO: CHECKED BY: APPROVED BY: NO. REVISION DATE BY SHEET NO.: PA R K L A N D T O W N E C E N T E R MU S K E G O , W I S C O N S I N 15577 GRADING.dwg www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 TH E G R O U PSingle Source. Sound Solutions. CJS 11-24-15 15577 JBL JBL Fi l e : I: \ E N E R C O N \ 1 5 5 7 7 _ N e w P a r k l a n d M a l l \ 0 6 0 C A D \ C - C i v i l \ 5 0 0 P r o d u c t i o n - C i v i l P l a n s \ 5 0 5 - G r a d i n g P l a n \ 1 5 5 7 7 G R A D I N G . d w g C 201 GRAPHIC SCALE 00 20'40' THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS MAP IS BASED ON FIELD MARKINGS AND INFORMATION FURNISHED BY UTILITY COMPANIES AND THE LOCAL MUNICIPALITY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, ITS ACCURACY AND COMPLETENESS CANNOT BE GUARANTEED. 15577 JBL JBL SEE SHEET C202 SE E P U B L I C I N F R A S T R U C T U R E P L A N S E T F O R LA N N O N D R I V E I M P R O V E M E N T S B E Y O N D R O W L I N E SEE PUBLIC INFRASTRUCTURE PLAN SET FOR JANESVILLE ROAD IMPROVEMENTS BEYOND ROW LINE 5 5 EXISTING CONTOUR PROPOSED CONTOUR LEGEND: PROPOSED CURB & GUTTER SPOT GRADE T/C: TOP OF CURB GRADE FL: FLOW LINE CURB GRADE PROPOSED ASPHALT SPOT GRADE100.00 100.50 T/C 100.00 FL A C401 CURB & GUTTER (ACCEPT) A C401 CURB & GUTTER (REJECT) B C4015" THICK CONCRETE WALK C C401 ASPHALT SURFACE (HEAVY DUTY ) PROPOSED STORM INLET PROPOSED STORM MANHOLE PROPOSED SANITARY MANHOLE C C402 A C402 B C402 JANESVILLE RD LA N N O N D R . GENERAL NOTES: 1.THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS DRAWING IS BASED ON FIELD LOCATIONS AND/OR RECORDS FURNISHED BY MUNICIPALITIES AND UTILITY COMPANIES. THE LOCATION AND ACCURACY OF WHICH CANNOT BE GUARANTEED. THERE MAY BE ADDITIONAL UNDERGROUND UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. 2.VERIFY ACTUAL LOCATIONS AND INVERTS IN THE FIELD. ANY POTENTIAL ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 3.WORK TO BE COMPLETED IS INDICATED IN BOLD TYPE LINES AND EXISTING CONDITIONS ARE INDICATED BY LIGHT TYPE LINES. 4.ELECTRONIC CIVIL FILES ARE AVAILABLE UPON WRITTEN REQUEST. DO NOT USE ELECTRONIC CIVIL FILES TO LAYOUT FOUNDATIONS, COLUMN LINES, LIGHT POLES, OR OTHER NON CIVIL SITE WORK. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS OF BUILDING AND ARCHITECTURAL FEATURES. 5.DIMENSIONS ARE FROM FACE OF CURB OR EDGE OF PAVEMENT. 6.WORK WITHIN THE PUBLIC RIGHT OF WAY, INCLUDING BUT NOT LIMITED TO DRIVEWAY OPENINGS, SIDEWALK AND RAMPS, PAVING, AND CURB AND GUTTER SHALL BE COMPLETED PER MUNICIPAL AND/OR COUNTY REQUIREMENTS AND STANDARDS. 7.EARTHWORK SHALL BE IN ACCORDANCE WITH GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. PROPOSED BUILDING 21,600 SF FFE = 809.00 PROPOSED FUTURE PROPERTY LINE PROPOSED FUTURE PROPERTY LINE PROPOSED FUTURE PROPERTY LINE 30' UTILITY EASEMENT 30' UTILITY EASEMENT 30' UTILITY EASEMENTPROPOSED FUTURE PROPERTY LINE REPLACE MANHOLE COVER WITH TEMPORARY GRATE. REFER TO STORM STRUCTURE TABLE ON SHEET C402. REPLACE MANHOLE COVER WITH TEMPORARY GRATE. REFER TO STORM STRUCTURE TABLE ON SHEET C402. 1.CITY RESUBMITTAL 3/23/16 TPM 6 FT CURB TAPER TO PROPERTY LINE. TYP. LEVEL LANDING (MAX. 2% IN ANY DIRECTION) ADA RAMP (MAX. 8.33% SLOPE) ADA RAMP (MAX. 8.33% SLOPE) 2.CITY RESUBMITTAL 5/27/16 TPM P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L PROPOSED BUILDING 21,600 SF FFE = 809.00 PROPOSED FUTURE COMMERCIAL (7,500 SF) FFE = 808.87 11 17 FU T U R E PO O L 14 8 9 P/LP/LP/L P/L P/ L P/L P/L P/L 9 T T T T T T T T T T T " P i p e G G G G G G G G G G G G G G G G G G G T T T SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N S T ST ST ST ST ST ST ST ST ST ST ST ST ST ST 80 6 T T T T T T T T T T T T T T T T T T T T 12 " C M P IN V : 8 0 4 . 9 0 12 " C M P IN V : 8 0 4 . 8 8 12" C M P IN V : 8 0 4 . 7 9 SA N M H 9 ST M M H 1 ST M M H 2 ST M M H 3 ST M M H 8 P/L P/L P/L S T ST ST 808 80 0 80 0 80 0 80 5 79 9 799 80 180 1 80 1 80 2 80 3 80 4 80 6 8 0 8 8 0 9809809 80 9 800 805 80 5 805 801 80 1 801 802 80 2 802 803 80 3 803 804 80 4 804 806808.50 T/C 808.00 FL 808.80 T/C 808.30 FL 808.80 T/C 808.30 FL 809.04 T/C 808.54 FL 809.09 T/C 808.59 FL 809.14 T/C 808.64 FL 80 5 80 4 80 6 80 7 807 80 8 80 8 808 80 8 80 9 80 9 809 808.81 809.00 808.70 T/C 808.20 FL 808.70 T/C 808.20 FL 808.80 T/C 808.30 FL 808.80 T/C 808.30 FL 808.70 T/C 808.20 FL 809.00 808.81 808.70 T/C 808.20 FL 808.81 808.70 T/C 808.20 FL 808.81 808.90 T/C 808.40 FL 808.98 T/C 808.48 FL 808.90 T/C 808.40 FL 809.50 T/C 809.00 FL 809.50 T/C 809.00 FL 809.00 808.90 T/C 808.40 FL 809.50 T/C 809.00 FL 809.50 T/C 809.00 FL 809.00 808.98 T/C 808.48 FL 809.50 T/C 809.00 FL 809.50 T/C 809.00 FL 809.00 807.93 807.93 807.93 807.93 807.93 807.93 807.93 807.93 805 80 4 804 806 807 80 8 80 9 809.48 808.73 808.90 810 809 809 808 80 9 STORM CB6 RIM:808.02 STORM CB7 RIM:808.05 STORM CB5 RIM:808.03 STORM MH3 RIM:808.72 STORM CB9 RIM:807.76 STORM CB10 RIM:807.76 STORM CB 16 RIM:807.35 STORM MH1 RIM:808.06 STORM CB12 RIM:806.37 STORM CB3 RIM:806.75 STORM CB4 RIM:807.00 Ex. 808.06 808.30 809 STORM CB 14 RIM:807.50 809.00 808.44 809.00 809.00 809.00 808.45 STORM CB 15 RIM:808.73 STORM CB 6A RIM:808.07 STORM CB 5A RIM:808.06 STORM CB 7A RIM:808.09 STORM CB9 RIM:807.76 STORM CB 10A RIM:807.81 STORM CB 4A RIM:807.04 STORM CB12A RIM:806.39 STORM CB 3A RIM:806.78 808.70 T/C 808.20 FL 808.70 T/C 808.20 FL 808.78808.78 808.70 T/C 808.20 FL 808.70 T/C 808.20 FL 808.70 808.70 808.80 T/C 808.30 FL 808.78 808.78 808.20 808.20 808.70 T/C 808.20 FL 808.70 T/C 808.20 FL 808.70 T/C 808.20 FL FES7 FES3 GR A D I N G P L A N DRAWING NO. DRAWN BY: DATE: PROJECT NO: CHECKED BY: APPROVED BY: NO. REVISION DATE BY SHEET NO.: PA R K L A N D T O W N E C E N T E R MU S K E G O , W I S C O N S I N 15577 GRADING.dwg www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 TH E G R O U PSingle Source. Sound Solutions. CJS 11-24-15 15577 JBL JBL Fi l e : I: \ E N E R C O N \ 1 5 5 7 7 _ N e w P a r k l a n d M a l l \ 0 6 0 C A D \ C - C i v i l \ 5 0 0 P r o d u c t i o n - C i v i l P l a n s \ 5 0 5 - G r a d i n g P l a n \ 1 5 5 7 7 G R A D I N G . d w g C 202 GENERAL NOTES: 1.THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS DRAWING IS BASED ON FIELD LOCATIONS AND/OR RECORDS FURNISHED BY MUNICIPALITIES AND UTILITY COMPANIES. THE LOCATION AND ACCURACY OF WHICH CANNOT BE GUARANTEED. THERE MAY BE ADDITIONAL UNDERGROUND UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. 2.VERIFY ACTUAL LOCATIONS AND INVERTS IN THE FIELD. ANY POTENTIAL ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 3.WORK TO BE COMPLETED IS INDICATED IN BOLD TYPE LINES AND EXISTING CONDITIONS ARE INDICATED BY LIGHT TYPE LINES. 4.ELECTRONIC CIVIL FILES ARE AVAILABLE UPON WRITTEN REQUEST. DO NOT USE ELECTRONIC CIVIL FILES TO LAYOUT FOUNDATIONS, COLUMN LINES, LIGHT POLES, OR OTHER NON CIVIL SITE WORK. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS OF BUILDING AND ARCHITECTURAL FEATURES. 5.DIMENSIONS ARE FROM FACE OF CURB OR EDGE OF PAVEMENT. 6.WORK WITHIN THE PUBLIC RIGHT OF WAY, INCLUDING BUT NOT LIMITED TO DRIVEWAY OPENINGS, SIDEWALK AND RAMPS, PAVING, AND CURB AND GUTTER SHALL BE COMPLETED PER MUNICIPAL AND/OR COUNTY REQUIREMENTS AND STANDARDS. 7.EARTHWORK SHALL BE IN ACCORDANCE WITH GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. GRAPHIC SCALE 00 20'40' THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS MAP IS BASED ON FIELD MARKINGS AND INFORMATION FURNISHED BY UTILITY COMPANIES AND THE LOCAL MUNICIPALITY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, ITS ACCURACY AND COMPLETENESS CANNOT BE GUARANTEED. 15577 JBL JBL SEE SHEET C201 SE E P U B L I C I N F R A S T R U C T U R E P L A N S E T F O R LA N N O N D R I V E I M P R O V E M E N T S B E Y O N D R O W L I N E SEE SHEET C203 LA N N O N D R . 5 5 EXISTING CONTOUR PROPOSED CONTOUR LEGEND: PROPOSED CURB & GUTTER SPOT GRADE T/C: TOP OF CURB GRADE FL: FLOW LINE CURB GRADE PROPOSED ASPHALT SPOT GRADE100.00 100.50 T/C 100.00 FL A C401 CURB & GUTTER (ACCEPT) A C401 CURB & GUTTER (REJECT) B C4015" THICK CONCRETE WALK C C401 ASPHALT SURFACE (HEAVY DUTY ) PROPOSED STORM INLET PROPOSED STORM MANHOLE PROPOSED SANITARY MANHOLE C C402 A C402 B C402 PROPOSED FUTURE PROPERTY LINE 30' UTILITY EASEMENT PROPOSED FUTURE PROPERTY LINE 30' UTILITY EASEMENT STORM WATER BASIN 100YR=805.4 2 YR=803.79 NWL=800 BOTTOM = 795 1.CITY RESUBMITTAL 3/23/16 TPM 2' CURB OPENING 30' UTILITY EASEMENT 2.CITY RESUBMITTAL 5/27/16 TPM P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/L P/L P/L P/L P/L P/L P/L FU T U R E PO O L PROPOSED BUILDING 21,600 SF FFE = 809.00 PROPOSED BUILDING 21,600 SF FFE = 809.00 T T T T T " P i p e G G G G G G G G G G W SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N ST ST X X X X X X X X X X X X X X 8 0 0 79 8 79 8 80 2 80 4 8 0 6 806 806 808 8 0 8 T T T T T T T T T T 48 " C C P IN V : 7 9 7 . 2 2 SA N M H 9 ST M M H 9 ST M M H 1 0 P/L P / L P / L P/ L P/L P/L 809.50 T/C 809.00 FL 806.87 STORM CB1 RIM:807.00 STORM CB3 RIM:806.75 STORM CB 16 RIM:807.35 808 80 9 809.42 T/C 808.92 FL 809.19 T/C 808.69 FL 808.34 T/C 807.84 FL 808.38 T/C 807.88 FL 808.50 T/C 808.00 FL808.49 T/C 807.99 FL 809.37 T/C 808.87 FL 809.40 T/C 808.90 FL 809.21 T/C 808.71 FL 809.00 T/C 808.50 FL 809.25 T/C 808.75 FL 809.03 T/C 808.53 FL 808.95 T/C 808.45 FL 808.87 T/C 808.37 FL 808.96 T/C 808.46 FL 808.70 T/C 808.20 FL 808.70 T/C 808.20 FL STORM CB2 RIM:808.00 809.12 808.99 80 0 80 5 79 879 9 80 180 280 380 480 680 7 80 8 80 6 8 0 6 80 7 8 0 7 80 8 8 0 8 8 0 8 8 0 9 809 808.56 808.56 808.56 808.56 809.00 809.50 T/C 809.00 FL 809.00 808.92 809.00 809.00 809.50 T/C 809.00 FL 809.50 T/C 809.00 FL 809.00 STORM MH5 RIM:805.40 FES6 FES5 STORM OCS1 RIM:806.87 8 0 0 8 0 5 8 0 1 8 0 2 8 0 3 8 0 4 8 0 6 8 0 6 8 0 5 8 0 4 8 0 6 805.50 805.50 805.38 805.37 805.50 806.00 805.50 806.00 806.00 805.43 805.43 806.00 806.00 808.50 808.50 809.00 809.00 STORM CB13 RIM:806.66 808.65 807.40 Ex. 807.23 Ex. 807.45 STORM CB2A RIM:808.04 STORM MH7 RIM:808.44 STORM CB 1A RIM:807.05 STORM CB 3A RIM:806.78 807.04 809.00 809.00 808.92 806.50 B.O.W. 806.00 B.O.W. 807.50 T/C 807.00 FL 807.64 T/C 807.14 FL 807.00 B.O.W. 808.83 T/C 808.33 FL 806.50 B.O.W. 809.00 T.O.W. 809.00 T.O.W. 809.50 T/C 809.00 FL 809.36 T/C 808.86 FL 809.36 T/C 808.86 FL 809.07 T/C 808.92 FL 809.00 809.00 808.92 808.97 T/C 808.92 FL 809.39 T/C 809.00 FL 808.80 T/C 808.30 FL 806.00 B.O.W. 807.35 809.00 809.00 808.81 808.81 808.78 808.78 808.20 808.20 807.93 807.93 807.93 807.93 808.70 T/C 808.20 FL 808.70 T/C 808.20 FL 808.70 T/C 808.20 FL 808.70 T/C 808.20 FL 808.71 T/C 808.21 FL 806.00 809.00 806.00 812.42 812.35 812.00 811.44 810.00 810.24 809.04 809.06 809.11 FES2 FES1 808.83 T.O.W. 808.34 T.O.W. 807.64 T.O.W. GR A D I N G P L A N DRAWING NO. DRAWN BY: DATE: PROJECT NO: CHECKED BY: APPROVED BY: NO. REVISION DATE BY SHEET NO.: PA R K L A N D T O W N E C E N T E R MU S K E G O , W I S C O N S I N 15577 GRADING.dwg www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 TH E G R O U PSingle Source. Sound Solutions. CJS 11-24-15 15577 JBL JBL Fi l e : I: \ E N E R C O N \ 1 5 5 7 7 _ N e w P a r k l a n d M a l l \ 0 6 0 C A D \ C - C i v i l \ 5 0 0 P r o d u c t i o n - C i v i l P l a n s \ 5 0 5 - G r a d i n g P l a n \ 1 5 5 7 7 G R A D I N G . d w g C 203 GENERAL NOTES: 1.THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS DRAWING IS BASED ON FIELD LOCATIONS AND/OR RECORDS FURNISHED BY MUNICIPALITIES AND UTILITY COMPANIES. THE LOCATION AND ACCURACY OF WHICH CANNOT BE GUARANTEED. THERE MAY BE ADDITIONAL UNDERGROUND UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. 2.VERIFY ACTUAL LOCATIONS AND INVERTS IN THE FIELD. ANY POTENTIAL ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 3.WORK TO BE COMPLETED IS INDICATED IN BOLD TYPE LINES AND EXISTING CONDITIONS ARE INDICATED BY LIGHT TYPE LINES. 4.ELECTRONIC CIVIL FILES ARE AVAILABLE UPON WRITTEN REQUEST. DO NOT USE ELECTRONIC CIVIL FILES TO LAYOUT FOUNDATIONS, COLUMN LINES, LIGHT POLES, OR OTHER NON CIVIL SITE WORK. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS OF BUILDING AND ARCHITECTURAL FEATURES. 5.DIMENSIONS ARE FROM FACE OF CURB OR EDGE OF PAVEMENT. 6.WORK WITHIN THE PUBLIC RIGHT OF WAY, INCLUDING BUT NOT LIMITED TO DRIVEWAY OPENINGS, SIDEWALK AND RAMPS, PAVING, AND CURB AND GUTTER SHALL BE COMPLETED PER MUNICIPAL AND/OR COUNTY REQUIREMENTS AND STANDARDS. 7.EARTHWORK SHALL BE IN ACCORDANCE WITH GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. GRAPHIC SCALE 00 20'40' THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS MAP IS BASED ON FIELD MARKINGS AND INFORMATION FURNISHED BY UTILITY COMPANIES AND THE LOCAL MUNICIPALITY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, ITS ACCURACY AND COMPLETENESS CANNOT BE GUARANTEED. 15577 JBL JBL SEE SHEET C202 SE E P U B L I C I N F R A S T R U C T U R E P L A N S E T F O R LA N N O N D R I V E I M P R O V E M E N T S B E Y O N D R O W L I N E LA N N O N D R . 5 5 EXISTING CONTOUR PROPOSED CONTOUR LEGEND: PROPOSED CURB & GUTTER SPOT GRADE T/C: TOP OF CURB GRADE FL: FLOW LINE CURB GRADE PROPOSED ASPHALT SPOT GRADE100.00 100.50 T/C 100.00 FL A C401 CURB & GUTTER (ACCEPT) A C401 CURB & GUTTER (REJECT) B C4015" THICK CONCRETE WALK C C401 ASPHALT SURFACE (HEAVY DUTY ) PROPOSED STORM INLET PROPOSED STORM MANHOLE PROPOSED SANITARY MANHOLE C C402 A C402 B C402 30' UTILITY EASEMENT MUNICIPAL UTILITY EASEMENT MONUMENT SIGN REFER TO ARCHITECTURAL PLANS FOR DETAILS STORM WATER BASIN B C403 E C403 REINFORCED TURF MATTING A C403 SLOPE PATH AT 5.0% MAX SLOPE PATH AT 5.0% MAX C C403 REINFORCED TURF MATTING C C403 EXPOSED FOUNDATION STORM WATER BASIN 100YR=805.40 2 YR=803.79 NWL=800 BOTTOM = 795 DRY STORM WATER BASIN 100 YR=806.45 2 YR=806.14 BOTTOM = 806 1.CITY RESUBMITTAL 3/23/16 TPM RAMP ASPHALT TO TOP OF CURB RAMP ASPHALT TO TOP OF CURB PROPOSED TOP OF WALL GRADE100.00 T.O.W PROPOSED BOTTOM OF WALL GRADE100.00 B.O.W. 2.CITY RESUBMITTAL 5/27/16 TPM P/L P/L P/L P/L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/L P/L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/L P/ L P/ L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L PROPOSED FUTURE GROCERY (30,000 SF) FFE = 810.00 PROPOSED FUTURE COMMERCIAL (12,000 SF) FFE: 811.80 PROPOSED FUTURE COMMERCIAL (4,000 SF) FFE = 811.80 PROPOSED BUILDING 21,600 SF FFE = 809.00 PROPOSED FUTURE COMMERCIAL (7,500 SF) FFE = 808.87 FU T U R E PO O L E E E E E PROPOSED BUILDING 21,600 SF FFE = 809.00 PROPOSED BUILDING 21,600 SF FFE = 809.00 ON L Y P / L P/L P/ L P/LP/L P/L P/L P/L P / L PO S S I B L E F U T U R E AC C E S S D R I V E T T T T T T T T T T T T T T T T T T T T " P i p e " P i p e P P " P i p e " P i p e " P i p e T T T W W W W TT E E E E W W W W 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 W G G W E T T T T T T T T E E E E E E E E E E E E E E E E E E E E E E E E EWWWWWWWWWWWWWWWWWWWWWWWWW SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN G G G G G G G G G G G G G G G G G G G G G G P E E E E E E E E E E E E E E E E E E T T T T T T T T G 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 E G SA N G G G G G G G G G G G G G G G G G G G G G ST ST ST ST ST ST ST X X X XX CTV E E E E ST 81 0 810810 806 806 80 6 808 812 814 8 0 0 810 79 8 79 8 8 0 2 80 4 8 0 6 806 806 808 808 8 0 8 812 T T T T T T T T T T T T T T T T T 12" C M P IN V : 8 0 5 . 4 5 12" C M P IN V : 8 0 4 . 9 0 12" C M P IN V : 8 0 4 . 8 8 12" C M P IN V : 8 0 4 . 7 9 48" C C P IN V : 7 9 7 . 2 2 FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFO 60" C C P IN V : 7 9 6 . 3 7 "V" C H A N N E L : 79 6 . 5 5 SA N M H 1 SA N MH 2 SA N M H 3 SA N M H 4 SA N M H 5 SA N MH 6 SA N MH 7 SA N MH 8 ST M M H 5 ST M MH 6 ST M M H 8 P / L P/ L P/LP/L P/L P/L ST 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 S A N ST M CB 1 ST M CB 2 ST M CB 3 ST M CB 4 ST M CB 6 ST M CB 5 ST M CB 7 ST M CB 1 0 ST M CB 9 ST M CB 8 ST M CB 1 1 ST M CB 1 3 ST M CB 1 2 ST M CB 1 5 ST M CB 1 6 >> >> > STORM CB1 RIM:807.00 18" W INV:802.18 18" SE INV:801.00 STORM CB3 RIM:806.75 12" S INV:802.31 STORM MH1 RIM:808.06 30" S INV:800.41 30" W INV:801.93 12" N INV:801.93 30" NE INV:800.17 STORM CB 16 RIM:807.35 12" S INV:803.92 24" SW INV:802.58 30" E INV:802.39 STORM CB12 RIM:806.37 24" S INV:802.70 24" NE INV:802.70 STORM CB9 RIM:807.76 15" NE INV:804.05 15" SW INV:804.05 > > STORM CB4 RIM:807.00 24" S INV:801.19 12" E INV:802.12 30" N INV:800.69 811 810 80 9 811 812 812 81 2 81 2 810 8 0 9 811 808 80 8 808 8 0 8 805 80 5 805 804 80 4 806 806 806 807 808 8 0 6 806 8 0 6 8 0 7 810 8 0 9 809 8 1 1 > > > > STORM MH3 RIM:808.72 15" NE INV:803.74 24" SW INV:801.99 24" N INV:801.74 104 L.F. of 15" STORM @ 0.30% 44 L.F. of 24" STORM @ 0.27% 4 L.F. of 30" STORM @ 0.29% 112 L.F. of 12" STORM @ 0.33% 35 L.F. of 18" STORM @ 2.82% 86 L.F. of 30" STORM @ 0.33% 44 L.F. of 24" STORM @ 0.41% 96 L.F. of 24" STORM @ 0.40% 17 L.F. of 12" STORM @ 1.88% SA N SA N SA N SA N SA N SA N SA N SA N EX SAN MH 2 EX. 15" N INV: 790.76 EX. 15" S INV: 790.71 PR. 8" E INV: 797.18 EX SAN MH 1 N INV: 791.27 S INV: 791.23 SE INV: 794.19 810 8078 0 7 808 80 9 811 812 813 > > > > > > 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 SA N SA N SA N SA N SA N SANSANSANSAN SA N SA N SA N SA N STORM CB6 RIM:808.02 12" S INV:803.34 12" W INV:803.40 12" E INV:803.34 37 L.F. of 12" STORM @ 0.30% 54 L.F. of 24" STORM @ 0.30% STORM CB8 RIM:808.00 24" NW INV:802.35 STORM CB5 RIM:808.03 12" W INV:803.10 24" SW INV:802.25 24" SE INV:802.19 24" NE INV:802.17 STORM CB2 RIM:808.00 12" S INV:804.58 15" W INV:804.33 12" NE INV:804.00 18" E INV:804.00 STORM ROOF1 12" N INV:804.82 12 L.F. of 12" STORM @ 1.92% 112 L.F. of 18" STORM @ 0.57% STORM ROOF3 12" N INV:804.23 STORM ROOF2 RIM:808.66 12" E INV:804.02 35 L.F. of 12" STORM @ 11.65% SANSANSANSAN STORM PLUG1 12" E INV:803.70 STORM CB10 RIM:807.76 18" E INV:802.83 12" W INV:803.33 24" SE INV:802.23 12" W INV:803.13 EX 24" NW INV:802.23 STORM CB11 RIM:807.00 12" E INV:803.60 12" NW INV:803.50 18" W INV:803.00 STORM EXMH5 RIM:807.50 EX 24" NE INV:802.80 EX 24" NW INV:802.62 RECONSTRUCT MANHOLE AND ADJUST TO FINAL GRADE STORM EXMH6 RIM:807.00 EX 24" SW INV:803.33 RECONSTRUCT MANHOLE AND ADJUST TO FINAL GRADE > > > STORM FES6 6" E INV:806.00 STORM OCS1 RIM:806.87 36" SE INV:800.00 36" NW INV:800.00 STORM MH5 RIM:805.40 6" W INV:801.32 36" SE INV:799.32 48" N INV:797.82 53 L.F. of 36" STORM @ 0.00% 63 L.F. of 36" STORM @ 1.09% 67 L.F. of 6" STORM @ 6.99% STORM MH4 RIM:803.22 24" NW INV:800.10 37 L.F. of 24" STORM @ 0.26% STORM FES5 36" NW INV:800.00 808 80 9 80 9 809809 8 0 8 8 0 9809 807 80 8 80 9 806 807 808 80 8 80 8 80 9 809 808 80 7 808 809 80 7 808 80 8 80 0 79 4 80 5 80 6 80 1 79 6 8 0 8 8 0 6 80 6 8 0 7 80 7 8 0 8 80 8 808 80 9 809 80 9 8 0 8 80 9 22 L.F. of 12" STORM @ 1.65% 61 L.F. of 18" STORM @ 0.28% 36 L.F. of 12" STORM @ 0.31% 10 . 0 ' 156 L.F. of 8" SAN @ 1.00% 8" PUBLIC SAN 8" P U B L I C S A N 8" PUBLIC WATER 8" P U B L I C W A T E R 6" WATER SERVICE 6" WATER SERVICE 6" WATER SERVICE STORM PLUG 12" SE INV:803.60 21 L.F. of 12" STORM @ 0.48% STORM CB7 RIM:808.05 12" SW INV:803.45 12" W INV:803.45 12" N INV:803.45 12 5 ° ' 84° ' > > STORM PLUG2 12" W INV:802.21 EX SAN MH 1 EX. 15" N INV: 791.25 EX. 15" S INV: 791.25 PR. 8" E INV: 797.71 W W W W W W 30 L.F. of 12" STORM @ 0.30% W W W W W W W W STORM CB 14 RIM:807.50 12" NE INV:803.54 STORM CB 15 RIM:808.73 12" W INV:803.23 12" E INV:803.23 STORM FES4 24" SE INV:800.00 W W STORM CB12A RIM:806.39 24" N INV:802.71 STORM CB2A RIM:808.04 15" E INV:804.35 2 L.F. of 15" STORM @ 0.81% STORM MH7 18" W INV:803.36 18" SE INV:803.36 53 L.F. of 12" STORM @ 0.30% STORM CB13 RIM:806.66 12" SW INV:804.16 75 L.F. of 18" STORM @ 0.72%4 L.F. of 18" STORM @ 1.00% STORM CB 1A RIM:807.05 18" NW INV:802.82 18" E INV:802.22 STORM CB 3A RIM:806.78 12" N INV:802.30 12" S INV:802.30 3 L.F. of 12" STORM @ 0.37% 1 L.F. of 24" STORM @ 0.78% STORM CB 5A RIM:808.06 24" NE INV:802.28 3 L.F. of 24" STORM @ 1.19% 42 L.F. of 12" STORM @ 0.31% STORM CB 6A RIM:808.07 12" E INV:803.43 3 L.F. of 12" STORM @ 1.19% STORM CB 7A RIM:808.09 12" E INV:803.47 2 L.F. of 12" STORM @ 0.81% 31 L.F. of 12" STORM @ 0.29% STORM CB 9A RIM:807.78 15" SW INV:804.08 2 L.F. of 15" STORM @ 1.97% 155 L.F. of 24" STORM @ 1.01% STORM CB 10A RIM:807.81 12" E INV:803.15 2 L.F. of 12" STORM @ 1.21% STORM CB 11A RIM:807.17 12" W INV:803.52 2 L.F. of 12" STORM @ -4.00% STORM CB 4A RIM:807.04 24" S INV:801.36 24" N INV:801.20 2 L.F. of 24" STORM @ 0.40% W W W W > > > > STORM FES3 24" SE INV:800.00 31 L.F. of 24" STORM @ 2.12% STORM MH2 RIM:806.36 24" SE INV:800.66 24" NW INV:800.66 8" PUBLIC WATER 52 L.F. of 30" STORM @ 0.33% 155 L.F. of 30" STORM @ 0.29% 4 L.F. of 30" STORM @ 0.29% STORM CB 16A RIM:807.39 30" W INV:802.38 30" E INV:802.38 W W STORM FES7 30" SW INV:800.00 STORM FES1 18" NW INV:800.00 STORM FES2 12" W INV:800.00 UT I L I T Y P L A N DRAWING NO. DRAWN BY: DATE: PROJECT NO: CHECKED BY: APPROVED BY: NO. REVISION DATE BY SHEET NO.: PA R K L A N D T O W N E C E N T E R MU S K E G O , W I S C O N S I N 15577 UTILITY.dwg www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 TH E G R O U PSingle Source. Sound Solutions. TPM 12-4-15 15577 JBL JBL GENERAL NOTES: 1.THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS DRAWING IS BASED ON FIELD LOCATIONS AND/OR RECORDS FURNISHED BY MUNICIPALITIES AND UTILITY COMPANIES. THE LOCATION AND ACCURACY OF WHICH CANNOT BE GUARANTEED. THERE MAY BE ADDITIONAL UNDERGROUND UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. 2.VERIFY ACTUAL LOCATIONS AND INVERTS IN THE FIELD. ANY POTENTIAL ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 3.WORK TO BE COMPLETED IS INDICATED IN BOLD TYPE LINES AND EXISTING CONDITIONS ARE INDICATED BY LIGHT TYPE LINES. 4.ELECTRONIC CIVIL FILES ARE AVAILABLE UPON WRITTEN REQUEST. DO NOT USE ELECTRONIC CIVIL FILES TO LAYOUT FOUNDATIONS, COLUMN LINES, LIGHT POLES, OR OTHER NON CIVIL SITE WORK. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS OF BUILDING AND ARCHITECTURAL FEATURES. 5.ALL UTILITIES WITHIN 5 FEET OF PAVED AREAS SHALL REQUIRE GRANULAR BACKFILL. 6.PRIVATE STORM INLETS IN PAVEMENT SHALL REQUIRE DRAIN TILE STUBS OF 10 FEET IN TWO DIRECTIONS FOR SUBDRAINAGE. RIM GRADE FOR STORM INLETS IN CURB AND GUTTER ARE FLOW LINE GRADES. 7.WORK IN PUBLIC RIGHT OF WAY SHALL FOLLOW MATERIAL AND INSTALLATION REQUIREMENTS PER MUNICIPAL AND/OR COUNTY. 8.PRIVATE STORM SEWER 12-INCH DIAMETER OR LARGER SHALL BE HDPE. BELOW 12-INCH DIAMETER SHALL BE PVC SDR-35 ASTM D3034. PRIVATE WATER MAIN SHALL BE CLASS 150 DR 18 PVC CONFORMING TO AWWA C-900. PRIVATE SANITARY SEWER SHALL BE PVC SDR-35 ASTM D3034. 9.COORDINATE FINAL LOCATION AND DESIGN OF PRIVATE UTILITY SERVICES (ELECTRIC, GAS, PHONE, CABLE) WITH UTILITY COMPANIES. 10.FOR PUBLIC SANITARY SEWER PLAN AND PROFILE DESIGN REFER TO SHEET C301 AND C302. 11.FOR PUBLIC WATER PLAN AND PROFILE DESIGN REFER TO SHEET C303 - C305 12.PUBLIC SEWER AND WATER SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF MUSKEGO STANDARD SPECIFICATIONS. W SAN > E T G PROPOSED WATER MAIN PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED ELECTRICAL SERVICE PROPOSED TELEPHONE SERVICE PROPOSED GAS SERVICE Fi l e : I: \ E N E R C O N \ 1 5 5 7 7 _ N e w P a r k l a n d M a l l \ 0 6 0 C A D \ C - C i v i l \ 5 0 0 P r o d u c t i o n - C i v i l P l a n s \ 5 0 6 - U t i l i t y P l a n \ 1 5 5 7 7 U T I L I T Y . d w g LEGEND: C 300 GRAPHIC SCALE 00 50'100' THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS MAP IS BASED ON FIELD MARKINGS AND INFORMATION FURNISHED BY UTILITY COMPANIES AND THE LOCAL MUNICIPALITY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, ITS ACCURACY AND COMPLETENESS CANNOT BE GUARANTEED. ST EXISTING STORM SEWER EX MH 10 48" NW INV: 799.05 24" SE INV: 799.21 EX MH 2 15" NE INV: 803.57 15" SW INV: 803.54 8" CLAY S INV: 803.37 EX MH 7 18" NW INV: 804.63 EXISTING STORM TO BE REUSED EXISTING HYDRANT EXISTING HYDRANT PROPOSED STORM INLET PROPOSED STORM MANHOLE PROPOSED SANITARY MANHOLE C C402 A C402 B C402 PROPOSED WATER VALVE (BUTTERFLY) PROPOSED WATER HYDRANT EXISTING STORM TO BE REUSED UTILITY CROSSING 8" SAN INV:799.37 18" STM. INV: 802.19 UTILITY CROSSING 8" SAN INV: 797.28 12" STM. INV: 803.46 UTILITY CROSSING 8" SAN INV: 796.54 12" WATER INV: 800.65 MUNICIPAL UTILITY EASEMENT 30' WATER UTILITY EASEMENT 30' WATER UTILITY EASEMENT 30' WATER UTILITY EASEMENT 30' WATER UTILITY EASEMENT D C402 REPLACE EXISTING PATH AS NECESSARY JANESVILLE RD LA N N O N D R . COORDINATE WORK WITHIN THE RIGHT OF WAY WITH THE PUBLIC ROAD IMPROVEMENTS . COORDINATE WORK WITHIN THE RIGHT OF WAY WITH THE PUBLIC ROAD IMPROVEMENTS . COORDINATE WORK WITHIN THE R.O.W WITH THE PUBLIC ROAD IMPROVEMENTS. UTILITY CROSSING 8" WATER INV: 797.63 24" STM. INV: 800.02 REPLACE MANHOLE COVER WITH TEMPORARY GRATE. REFER TO STORM STRUCTURE TABLE ON SHEET C402. REPLACE MANHOLE COVER WITH TEMPORARY GRATE. REFER TO STORM STRUCTURE TABLE ON SHEET C402. FUTURE WATER SERVICE. TO BE DESIGNED AND CONSTRUCTED WHEN THE PROPOSED FUTURE COMMERCIAL BUILDING IS DEVELOPED. FUTURE WATER SERVICE. TO BE DESIGNED AND CONSTRUCTED WHEN THE PROPOSED FUTURE COMMERCIAL BUILDING IS DEVELOPED. FUTURE SANITARY SERVICE. TO BE DESIGNED AND CONSTRUCTED WHEN THE PROPOSED FUTURE GROCERY BUILDING IS DEVELOPED. STORM WATER BASIN 100YR=805.40 2 YR=803.79 NWL=800 BOTTOM = 795 DRY STORM WATER BASIN 100 YR=806.45 2 YR=806.14 BOTTOM = 806 1.CITY RESUBMITTAL 3/23/16 TPM UTILITY CROSSING 8" SAN INV: 798.07 6" WATER INV: 802.40 UTILITY CROSSING 8" SAN INV: 797.91 12" WATER INV: 802.34 UTILITY CROSSING 6" SAN INV: 803.08 12" WATER INV: 800.50 UTILITY CROSSING 12" STORM INV: 804.01 12" WATER INV: 800.72 UTILITY CROSSING 8" WATER INV: 800.72 12" STORM INV: 804.01 UTILITY CROSSING 8" SANITARY INV: 798.45 12" STORM INV: 804.05 UTILITY CROSSING 8" SANITARY INV: 798.82 6" STORM INV: 801.75 UTILITY CROSSING 6" WATER INV: 801.37 18" STORM INV: 803.47 UTILITY CROSSING 8" WATER INV: 801.13 18" STORM INV: 803.38 UTILITY CROSSING 6" SAN INV: 800.13 18" STORM INV: 802.51 UTILITY CROSSING 8" WAT INV: 799.28 30" STM INV: 801.88 UTILITY CROSSING 8" WAT INV: 797.69 30" STM INV: 800.37 UTILITY CROSSING 8" WAT INV: 797.69 24" STM INV: 800.68 UTILITY CROSSING 6" WAT INV: 799.22 24" STM INV: 801.22 UTILITY CROSSING 6" WAT INV: 801.21 15" STM INV: 803.76 UTILITY CROSSING 6" WAT INV: 800.86 12" STM INV: 803.36 UTILITY CROSSING 6" SAN INV: 803.33 6" WATER INV: 800.84 UTILITY CROSSING 24" STM INV: 802.61 12" WATER INV: 799.80 2.CITY RESUBMITTAL 5/27/16 TPM 808 809 P/L P/L P/L P/L P / L P/LP/L P/ L P/ L P/ L P/ L P/ L E E EON L Y P / L P/L P/L P / L P/L P/L P/L P / L POSSIBLE FUTURE ACCESS DRIVE 20+00 21+00 22+0 0 23+0 0 24+0 0 24+7 3 T T T T T T T T T T " Pipe " Pipe W E E E E E E W W W W W W W SAN SAN SAN SAN G G G G G G G G G G P E E E T T T T T T T T T SA N SA N SA N SA N SA N SA N SA N SA N SA N ST ST G ST ST S T S T S T 81 0 810810 80 6 806 8 0 6 808 812 101616 GPS809.4610055 GPS808.06 3627 TPED 809.46 T T TT T T T T T T T T T T T 12" CMP INV: 804.79 FO FO SAN MH 2 SAN MH 4 MH 1 STM MH 3 STM MH 4 STM MH 5 STM MH 6 P/L P/ L ST ST ST ST ST ST ST STM CB 7STM CB 10 STM STM CB 8 SAN SAN SAN SAN SANSAN SA N W W W W W W W W W W W W > > > > > > > > > > EX .SAN MH 2 STA:20+00.00 OFF:0.00 RIM:808.47 EX. 15" N INV: 790.76± EX. 15" S INV: 790.71± 8" E INV:796.00 SAN WYE STA:21+06.81 OFF:0.00 RIM:808.58 8" E INV:797.07 8" W INV:797.07 6" N INV:802.66 SAN SERVICE STA:21+06.81 OFF:-64.21L RIM:809.47 6" S INV:804.00 64.2 L.F. of 6" PRIVATE SAN @ -2.08% 15.5 L.F. of 6" PRIVATE SAN @ -2.08% SAN LATERAL CAP LATERAL 5' BEYOND R/W STA:22+91.00 OFF:15.47R RIM:809.72 6" NW INV:803.49 SAN WYE STA:22+91.05 OFF:0.00 RIM:809.31 8" NE INV:799.01 6" SE INV:803.17 8" SW INV:799.01 SAN LATERAL CAP SAN. LATERAL 5' BEYOND R/W STA:24+43.64 OFF:-27.90L RIM:809.40 6" SE INV:801.11 16.2 L.F. of 6" PRVATE SAN @ -2.08% SAN LATERAL CAP SAN. LATERAL 5' BEYOND R/W STA:24+68.28 OFF:16.20R RIM:809.49 6" NW INV:803.51 27.95' of 8" PVC @ 1.00% 106.81' of 8" PVC @ 1.00% 156.29' of 8" PVC @ 1.00% 5.00' of 8" PVC @ 1.00% SAN SAN SAN SAN 27.9 L.F. of 6" PRIVATE SAN @ 2.08% > 810 808 808 80 9 809 80 9 809 809 81 1 810 809 809 810 809 809 811 808 809 809 809 809 808 80 8 809 80 9 EX. 15" N INV:790.76EX. 15" S INV: 790.71 SAN MH 4 STA:21+34.77 OFF:0.00 RIM:808.55 8" NE INV:797.45 8" W INV:797.35 > SAN WYE STA:24+68.34 OFF:0.00 RIM:809.02 8" NE INV:800.78 8" SW INV:800.78 6" SE INV:803.17 152.5 2 ' o f 8 " P V C @ 1 . 0 0 % 24.76' of 8" PVC @ 1.01% > > > > >SAN MH 5 STA:24+73.34 OFF:0.00 RIM:808.94 8" SW INV:800.83 W W W W 780 785 790 795 800 805 810 815 780 785 790 795 800 805 810 815 20+00 21+00 22+00 23+00 24+00 25+00 26+00 EX . S A N M H 2 ST A : 2 0 + 0 0 . 0 0 O F F : 0 . 0 0 RI M : 8 0 8 . 4 7 EX . 1 5 " N I N V : 7 9 0 . 7 6 ± EX . 1 5 " S I N V : 7 9 0 . 7 1 ± 8" E I N V : 7 9 6 . 0 0 SA N W Y E ST A : 2 1 + 0 6 . 8 1 O F F : 0 . 0 0 RI M : 8 0 8 . 5 8 8" E I N V : 7 9 7 . 0 7 8" W I N V : 7 9 7 . 0 7 6" N I N V : 8 0 2 . 6 6 SA N M H 4 ST A : 2 1 + 3 4 . 7 7 O F F : 0 . 0 0 RI M : 8 0 8 . 5 5 8" N E I N V : 7 9 7 . 4 5 8" W I N V : 7 9 7 . 3 5 SA N W Y E ST A : 2 2 + 9 1 . 0 5 O F F : 0 . 0 0 RI M : 8 0 9 . 3 1 8" N E I N V : 7 9 9 . 0 1 6" S E I N V : 8 0 3 . 1 7 8" S W I N V : 7 9 9 . 0 1 SA N M H 5 ST A : 2 4 + 7 3 . 3 4 O F F : 0 . 0 0 RI M : 8 0 8 . 9 4 8" S W I N V : 8 0 0 . 8 3 134.77' of 8" PVC . @ 1 . 0 0 % 18" STORM INV:802.19 12" WATER INV:800.65 SA N W Y E ST A : 2 4 + 4 3 . 5 8 O F F : 0 . 0 0 RI M : 8 0 9 . 2 5 8" N E I N V : 8 0 0 . 5 3 6" N W I N V : 8 0 0 . 5 3 8" S W I N V : 8 0 0 . 5 3 SA N W Y E ST A : 2 4 + 6 8 . 3 4 O F F : 0 . 0 0 RI M : 8 0 9 . 0 2 8" N E I N V : 8 0 0 . 7 8 8" S W I N V : 8 0 0 . 7 8 6" S E I N V : 8 0 3 . 1 7 338.57' of 8" PVC . @ 1 . 0 0 % 473.3' CRUSHED STONE BACKFILL 1.7' 3.4' 4.9' 12" STORM INV:803.46 5.6'5.4'5.2' PU B L I C S A N I T A R Y S E W E R P L A N & P R O F I L E DRAWING NO. DRAWN BY: DATE: PROJECT NO: CHECKED BY: APPROVED BY: NO. REVISION DATE BY SHEET NO.: PA R K L A N D T O W N E C E N T E R MU S K E G O , W I S C O N S I N 15577 Public SAN P&P.dwg www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 TH E G R O U PSingle Source. Sound Solutions. TPM 2-9-16 15577 JBL JBL Fi l e : I: \ E N E R C O N \ 1 5 5 7 7 _ N e w P a r k l a n d M a l l \ 0 6 0 C A D \ C - C i v i l \ 5 0 0 P r o d u c t i o n - C i v i l P l a n s \ 5 0 6 - U t i l i t y P l a n \ P u b l i c S A N P & P \ 1 5 5 7 7 P u b l i c S A N P & P . d w g C 301 GRAPHIC SCALE 00 40'80' THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS MAP IS BASED ON FIELD MARKINGS AND INFORMATION FURNISHED BY UTILITY COMPANIES AND THE LOCAL MUNICIPALITY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, ITS ACCURACY AND COMPLETENESS CANNOT BE GUARANTEED. PROPOSED SURFACE ABOVE SANITARY SEWER EXISTING SURFACE ABOVE SANITARY SEWER PROPOSED 8" PVC, ASTM D-3034, SDR 35, SANITARY SEWER IN : E A S E M E N T FR O M : 4 6 9 . 5 F T E A S T O F L A N N O N D R . TO : L A N N O N D R . LA N N O N D R . JANE S V I L L E R D . PROPOSED BUILDING 21,600 SF FFE 809.00 PROPOSED FUTURE PROPERTY LINE 30' UTILITY EASEMENT PROPOSED FUTURE PROPERTY LINE 30' UTILITY EASEMENT SCALE: HORIZONTAL 1" = 4' VERTICAL 1" = 40' SAN PRIVATE SANITARY LATERAL LEGEND: SAN PUBLIC SANITARY SEWER (TOP OF RISER) (BOTTOM OF RISER) 6" N INV: 797.07 6" SE INV: 799.01 (BOTTOM OF RISER) (TOP OF RISER) 6" SE INV: 800.78 (BOTTOM OF RISER) (TOP OF RISER) 6" N I N V : 7 9 7 . 0 7 ( B O T T O M O F R I S E R ) (T O P O F R I S E R ) 6" S E I N V : 7 9 9 . 0 1 ( B O T T O M O F R I S E R ) (T O P O F R I S E R ) 6" S E I N V : 8 0 0 . 7 8 ( B O T T O M O F R I S E R ) (T O P O F R I S E R ) PROPOSED 8" PVC, ASTM D-3034, SDR 35, SANITARY SEWER SANITARY RISER SANITARY RISER SANITARY RISER NOTE: 1.ALL PUBLIC SEWER WORK AND WORK IN THE RIGHT OF WAY SHALL BE IN ACCORDANCE WITH THE CITY OF MUSKEGO STANDARD SPECIFICATIONS. 1.CITY RESUBMITTAL 3/23/16 TPM M C401EXTERNAL DROP SAN. MH EXISTING GAS SHOWN IS APPROXIMATE. CONTRACTOR TO VERIFY ELEVATION AND SIZE. EXISTING ABANDONED TELEPHONE LINE. LOCATION IS APPROXIMATE. 2.CITY RESUBMITTAL 5/27/16 TPM P/L P/L P/ L P/ L P / L P / L P / L P/L P/ L P/ L P/ L P/ L 33 FUTURE POOL 2 3 9 P/L P/L 10+00 11+00 12+00 12+78 T T T T T T T T G G G G G G G G SA N SA N SA N SA N SA N SA N SA N SA N SA N S T S T S T S T X X X XX 806 806 3042IP806.90 3 6 1 1 T P E D 8 0 6 . 6 0 3643IP807.95 T T T T T T 12" CMP INV: 805.45 SAN MH 1 SAN MH 9 STM MH 8STM MH 9 STM MH 10 P/ L SAN SAN SAN SAN SAN SAN SAN SAN SA N W W W W W W W W > > > > >>> > SAN MH 2 STA:12+77.93 OFF:0.00 RIM:808.69 8" W INV:799.16 SAN MH 1 STA:10+00.00 OFF:0.00 RIM:810.48 EX. 15" N INV: 791.61± EX. 15" S INV: 791.61± 8" E INV:797.71 SAN WYE STA:11+15.04 OFF:0.000 8" W INV:798.31 6" S INV:802.89 8" E INV:798.31 SAN SERVICE STA:12+69.93 OFF:-16.68L RIM:809.08 6" S INV:803.00 16.7 L.F. of 6" PRIVATE SAN @ 2.08% 56.6 L.F. of 6" PRIVATE SAN @ -2.96% SAN SERVICE STA:12+72.89 OFF:56.631 6" N INV:800.81SAN SERVICE STA:11+14.68 OFF:30.03R RIM:809.00 6" N INV:803.51 30.0 L.F. of 6" PRIVATE SAN @ -2.08% > > 794 804 79 7 79 8 79 9 80 0 80 5 80 7 80 8 809 8 0 9 809809 809 8 0 9 8 0 9 80 9 > > > SAN WYE STA:12+69.93 OFF:0.000 8" W INV:799.12 6" N INV:802.65 8" E INV:799.12 SAN WYE STA:12+72.93 OFF:0.000 8" W INV:799.13 8" E INV:799.13 6" S INV:799.13 W W W W W W W > W W W W W W 5.0 L.F. of 8" SAN @ -0.52% W W W 277.93' of 8" PVC @ -0.52% 780 785 790 795 800 805 810 815 780 785 790 795 800 805 810 815 10+00 11+00 12+00 13+00 14+00 SA N M H 1 ST A : 1 0 + 0 0 . 0 0 O F F : 0 . 0 0 RI M : 8 1 0 . 4 8 EX . 1 5 " N I N V : 7 9 1 . 6 1 ± EX . 1 5 " S I N V : 7 9 1 . 6 1 ± 8" E I N V : 7 9 7 . 7 1 SA N W Y E ST A : 1 1 + 1 5 . 0 4 O F F : 0 . 0 0 RI M : 8 0 8 . 5 7 8" W I N V : 7 9 8 . 3 1 6" S I N V : 8 0 2 . 8 9 8" E I N V : 7 9 8 . 3 1 SA N M H 2 ST A : 1 2 + 7 7 . 9 3 O F F : 0 . 0 0 RI M : 8 0 8 . 6 9 8" W I N V : 7 9 9 . 1 6 12" WATER INV:802.34 SA N W Y E ST A : 1 2 + 6 9 . 9 3 O F F : 0 . 0 0 L RI M : 8 0 8 . 6 9 8" W I N V : 7 9 9 . 1 2 6" N I N V : 8 0 2 . 6 5 8" E I N V : 7 9 9 . 1 2 SA N W Y E ST A : 1 2 + 7 2 . 9 3 O F F : 0 . 0 0 RI M : 8 0 8 . 6 9 8" W I N V : 7 9 9 . 1 3 8" E I N V : 7 9 9 . 1 3 6" S I N V : 7 9 9 . 1 3 277.9' CRUSHED STONE BACKFILL 3.9'2.5' 12" STORM INV:804.055.1'6.0' 6" WATER INV:802.40 6" WATER INV:801.75 277.93' of 8" PVC @ -0.52% DRAWING NO. DRAWN BY: DATE: PROJECT NO: CHECKED BY: APPROVED BY: NO. REVISION DATE BY SHEET NO.: PA R K L A N D T O W N E C E N T E R MU S K E G O , W I S C O N S I N 15577 Public SAN P&P.dwg www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 TH E G R O U PSingle Source. Sound Solutions. TPM 2-9-16 15577 JBL JBL Fi l e : I: \ E N E R C O N \ 1 5 5 7 7 _ N e w P a r k l a n d M a l l \ 0 6 0 C A D \ C - C i v i l \ 5 0 0 P r o d u c t i o n - C i v i l P l a n s \ 5 0 6 - U t i l i t y P l a n \ P u b l i c S A N P & P \ 1 5 5 7 7 P u b l i c S A N P & P . d w g C 302 GRAPHIC SCALE 00 40'80' THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS MAP IS BASED ON FIELD MARKINGS AND INFORMATION FURNISHED BY UTILITY COMPANIES AND THE LOCAL MUNICIPALITY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, ITS ACCURACY AND COMPLETENESS CANNOT BE GUARANTEED. PROPOSED SURFACE ABOVE SANITARY SEWER EXISTING SURFACE ABOVE SANITARY SEWERPROPOSED 8" PVC, ASTM D-3034, SDR 35, SANITARY SEWER PU B L I C S A N I T A R Y S E W E R P L A N & P R O F I L E IN : E A S E M E N T FR O M : 2 7 7 . 9 F T E A S T O F L A N N O N D R . TO : L A N N O N D R . LA N N O N D R . PROPOSED BUILDING 21,600 SF FFE 809 PROPOSED BUILDING 21,600 SF FFE 809 SCALE: HORIZONTAL 1" = 4' VERTICAL 1" = 40' PROPOSED FUTURE PROPERTY LINE 30' UTILITY EASEMENT 30' UTILITY EASEMENT MUNICIPAL UTILITY EASEMENT SAN PRIVATE SANITARY LATERAL LEGEND: SAN PUBLIC SANITARY SEWER 6" N INV: 799.12 (BOTTOM OF RISER) (TOP OF RISER) (BOTTOM OF RISER) 6" S INV: 798.91 (TOP OF RISER) 8" N I N V : 7 9 9 . 1 2 ( B O T T O M O F R I S E R ) (T O P O F R I S E R ) 8" S I N V : 7 9 8 . 3 1 ( B O T T O M O F R I S E R ) (T O P O F R I S E R ) PROPOSED 8" PVC, ASTM D-3034, SDR 35, SANITARY SEWER STORM WATER BASIN 100YR=805.40 2 YR=803.79 NWL=800 BOTTOM = 795 SANITARY RISER SANITARY RISER NOTE: 1.ALL PUBLIC SEWER WORK AND WORK IN THE RIGHT OF WAY SHALL BE IN ACCORDANCE WITH THE CITY OF MUSKEGO STANDARD SPECIFICATIONS. 1.CITY RESUBMITTAL 3/23/16 TPM M C401EXTERNAL DROP SAN. MH EXISTING GAS SHOWN IS APPROXIMATE. CONTRACTOR TO VERIFY ELEVATION AND SIZE. EXISTING ABANDONED TELEPHONE LINE. LOCATION IS APPROXIMATE. 30' UTILITY EASEMENT 2.CITY RESUBMITTAL 5/27/16 TPM TTTTTTTTTTTTTTTTTT T TTTTTTTT " P i p e " P i p e W E E E E E E E E W W W W W W W W W S A N S A N G G G G G G G G G G G G G G G G G G G G G G G G G G G G G W PE E E E E T T T T T T T T T T G SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN S T S T G X XXXX X E E EE E E ST ST 806 8 0 6 8 0 8 808 171 G P S 80 7 . 9 1 10 0 0 1 C H E C K 80 7 . 9 1 10 1 5 15 G P S 81 1 . 4 4 10 1 6 16 G P S 80 9 . 4 6 10 0 5 5 G P S 80 8 . 0 6 30 4 2 IP80 6 . 9 0 36 2 7 TP E D 80 9 . 4 6 36 4 3 IP80 7 . 9 5 T T T T T T TTTTTTTTTTTTTT T 12 " C M P IN V : 8 0 5 . 4 5 12 " C M P IN V : 8 0 4 . 9 0 12 " C M P IN V : 8 0 4 . 8 8 12 " C M P IN V : 8 0 4 . 7 9 F O F O SA N MH 1 SA N MH 2 SA N MH 3 SA N MH 9 ST M MH 1 ST M MH 2 ST M MH 3 ST M MH 9 18 . 1 2 ' U T I L I T Y E A S E . D O C . # 8 8 5 1 0 5 1 2 . N O A C C E S S P E R D O C . # 8 4 0 8 5 7 P/ L P/L P/L 17 . A P P X . L O C A T I O N OF U T I L I T Y E A S E . DO C . # 8 5 1 7 9 7 1 4 . A P P X . L O C A T I O N O F C / L U T I L I T Y E A S E . D O C . # 6 9 5 9 6 0 ST ST S T S T S T S T S T S T STSTST ST SA N ST M CB 3 ST M CB 4 ST M CB 6 ST M CB 5 ST M CB 7 ST M CB 1 0 ST M CB 9 ST M CB 8 ST M CB 1 1 ST M CB 1 3 ST M CB 1 2 ST M CB 1 4 ST M CB 1 5 P/ L P/ L P/L P/L P/L P/L P/L P / L P/L P/L P/L P/ L P/ L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L FU T U R E PO O L PO S S I B L E F U T U R E AC C E S S D R I V 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 SA N SA N SA N SA N SA N SA N SA N SAN S A N S A N S A N S A N SA N SA N SAN 0+00 1+ 0 0 2+ 0 0 3+004+00 5 + 0 0 37+42 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 CONNECT TO EXISTING 12" WM STA:30+00.00 12" X 6" ANCHOR TEE HYDRANT ASSEMBLY 7.5' OF 6" PVC HYD. LEAD (RESTRAIN JOINTS AS REQUIRED) 2.5' OFFSET 6" BUTTERFLY VALVE, V2 WITH VALVE BOX HYDRANT FULLY RESTRAINED, HYD 1 HYD. NOZZLE ELEV. 809.93± STA:34+06.21 6" INV:802.00 12" X 12" TEE 12" X 8" REDUCER (EAST) STA:0+45.80 6" WATER SERVICE STA:36+19.01 6" WATER SERVICE STA:33+91.74 12" X 6" TEE STA:33+91.74 12" X 6" TEE STA:36+18.99 14.9 L.F. of 6" W.M. @ 0.00% 6" BUTTERFLY VALVE, V1 WITH VALVE BOX STA:33+91.74 15.39' of 6" @ 0.00% 6" BUTTERFLY VALVE, V3 WITH VALVE BOX STA:36+18.96 STATION EQUATION STATION=37+42.43 = 0+45.80 STATION EQUATION STATION=32+90.04 = 40+00.00 12" BUTTERFLY VALVE, V4 STA:37+39.44 120.4 L.F. of 12" W.M. @ -1.74% 212.8 L.F. of 12" W.M. @ 0.12% 14.5 L.F. of 12" W.M. @ 0.12% 101.7 L.F. of 12" W.M. @ 0.58% 290.0 L.F. of 12" W.M. @ 0.36% 8" - 90° BEND HYDRANT ASSEMBLY (RESTRAIN JOINTS AS REQUIRED) 6" BUTTERFLY VALVE WITH VALVE BOX HYDRANT FULLY RESTRAINED HYD. NOZZLE ELEV. 810.94± STA:33+50.19 6" INV:801.44 S A N > 81 0 80 8 80880 8 808 80 9 8 0 9 8 0 9 81 1 8 0 9 8 1 0 810810810 807 807808 808 809 8 0 9 809 809 80980 9 80 9 80 9 8 0 9 80 9 809 > > > > W WWWWW W W W 90° BEND STA:33+35.40 6" INV:801.07 6" NW INV:801.07 16.5 L.F. of 6" W.M. @ -2.23% 35.0 L.F. of 6" W.M. @ 2.37% 22.5° BEND (TOTAL DEFL 27°) STA:32+90.22 6" INV:800.62 6" NE INV:800.62 86.6 L.F. of 6" W.M. @ 0.36% 3.0 L.F. of 6" W.M. @ 2.55% 12" X 6" ANCHORED HYD TEE STA:32+90.04 12" INV:800.61 12" N INV:800.61 6" E INV:801.90 12" BUTTERFLY VALVE, V19 WITH VALVE BOX STA:32+90.04 6" INV:801.82 6" E INV:801.82 W W W W W > > > > > 3.0 L.F. of 12" W.M. @ 0.06% VERT. GRADE BREAK STA:41+59.15 6" INV:799.79 6" NE INV:799.79 VERT GRADE BREAK STA:41+69.18 6" INV:799.81 6" NE INV:799.81 10.0 L.F. of 6" W.M. @ -0.20% 55.4 L.F. of 6" W.M. @ -2.28% 785 790 795 800 805 810 815 820 785 790 795 800 805 810 815 820 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 12 " X 1 2 " T E E 12 " X 8 " R E D U C E R ( E A S T ) ST A : 0 + 4 5 . 8 0 12 " I N V : 8 0 1 . 8 3 12 " I N V : 8 0 2 . 3 1 12 " B U T T E R F L Y V A L V E , V 4 ST A : 3 7 + 3 9 . 4 4 12 " I N V : 8 0 1 . 8 4 12 " N I N V : 8 0 1 . 8 4 12 " X 6 " T E E ST A : 3 6 + 1 8 . 9 9 12 " I N V : 7 9 9 . 7 4 12 " N I N V : 7 9 9 . 7 4 6" E I N V : 8 0 0 . 5 6 12 " X 6 " A N C H O R E D H Y D . T E E ST A : 3 4 + 0 6 . 2 3 12 " I N V : 8 0 0 . 0 0 12 " N I N V : 8 0 0 . 0 0 6" W I N V : 7 9 9 . 5 0 12 " X 6 " T E E ST A : 3 3 + 9 1 . 7 4 12 " I N V : 8 0 0 . 0 2 12 " N I N V : 8 0 0 . 0 2 6" E I N V : 8 0 1 . 2 7 12 " X 6 " A N C H O R E D H Y D T E E ST A : 3 2 + 9 0 . 0 4 12 " I N V : 8 0 0 . 6 1 12 " N I N V : 8 0 0 . 6 1 6" E I N V : 8 0 1 . 9 0 290.0 L.F. 12" PVC @ 0.36% 101.7 L.F. 12" PVC @ 0.58% 14.5 L.F. 12" PVC @ 0.12% 212.8 L.F. 12" PVC @ 0.12% 120.4 L.F. 12" PVC @ -1.74% 3.0 L.F. 12" PVC @ 0.06% 8" SAN INV:796.54 24" STORM INV:802.61 CO N N E C T T O EX I S T I N G 1 2 " W M ST A : 3 0 + 0 0 . 0 0 12 " I N V : 8 0 1 . 6 5 ± 742.4' CRUSHED STONE BACKFILL DRAWING NO. DRAWN BY: DATE: PROJECT NO: CHECKED BY: APPROVED BY: NO. REVISION DATE BY SHEET NO.: PA R K L A N D T O W N E C E N T E R MU S K E G O , W I S C O N S I N 15577 Public WM P&P.dwg www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 TH E G R O U PSingle Source. Sound Solutions. TPM 2-9-16 15577 JBL JBL Fi l e : I: \ E N E R C O N \ 1 5 5 7 7 _ N e w P a r k l a n d M a l l \ 0 6 0 C A D \ C - C i v i l \ 5 0 0 P r o d u c t i o n - C i v i l P l a n s \ 5 0 6 - U t i l i t y P l a n \ P u b l i c W M P & P \ 1 5 5 7 7 P u b l i c W M P & P . d w g C 303 GRAPHIC SCALE 00 40'80' THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS MAP IS BASED ON FIELD MARKINGS AND INFORMATION FURNISHED BY UTILITY COMPANIES AND THE LOCAL MUNICIPALITY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, ITS ACCURACY AND COMPLETENESS CANNOT BE GUARANTEED. SEE SHEET C304 PROPOSED BUILDING 21,600 SF FFE 809 PROPOSED BUILDING 21,600 SF FFE 809 PROPOSED BUILDING 21,600 SF FFE 809 PU B L I C W A T E R M A I N P L A N & P R O F I L E IN : L A N N O N R O A D R . O . W . FR O M : J A N E S V I L L E R O A D TO : 3 8 0 F E E T E A S T O F J A N E S V I L L E R O A D LANNON DRIVE J A N E S V I L L E R O A D PROPOSED SURFACE ABOVE WATER MAIN EXISTING SURFACE ABOVE WATER MAIN PUBLIC 12" PVC, C-900 CLASS 235 (DR18) WATER MAIN PROPOSED SURFACE ABOVE WATER MAIN EXISTING SURFACE ABOVE WATER MAIN SCALE: HORIZONTAL 1" = 4' VERTICAL 1" = 40' 30' UTILITY EASEMENT MUNICIPAL EASEMENT PUBLIC 12" PVC, C-900 CLASS 235 (DR18) WATER MAIN PUBLIC 12" PVC, C-900 CLASS 235 (DR18) WATER MAIN PUBLIC 12" PVC, C-900 CLASS 235 (DR18) WATER MAIN DRY STORM WATER BASIN 100 YR=806.45 2 YR=806.14 BOTTOM = 806 1.CITY RESUBMITTAL 3/23/16 TPM NOTES: 1.ALL PUBLIC WATER MAIN WORK AND ALL WORK IN THE PUBLIC RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE CITY OF MUSKEGO STANDARD SPECIFICATIONS. 2.INSULATION SHALL BE INSTALLED ON LARGE DIAMETER (12" OR LARGER) STORM SEWER CROSSINGS WHEN WITHIN 18" OF EACH OTHER. UTILITY CROSSING 8" SAN INV: 803.33 6" WATER INV: 800.88 UTILITY CROSSING 12" STM INV: 804.55 6" WATER INV: 800.86 UTILITY CROSSING 24" STM INV: 803.41 6" WATER INV: 800.92 EXISTING GAS SHOWN IS APPROXIMATE. CONTRACTOR TO VERIFY ELEVATION AND SIZE. EXISTING ABANDONED TELEPHONE LINE. LOCATION IS APPROXIMATE. EXISTING 8" SAN SEWER TO BE ABANDONED / REMOVED EXISTING 12" STORM SEWER TO BE ABANDONED / REMOVED EXISTING TELEPHONE SHOWN IS APPROXIMATE. CONTRACTOR TO VERIFY ELEVATION AND SIZE. 30' UTILITY EASEMENT 2.CITY RESUBMITTAL 5/27/16 TPM STATION EQUATION STATION=??? = 0+29.91 T T T T T T T T T T " Pipe P P " Pipe " Pipe T T T T W W W TE E E E E E W W W W W W 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 E T T T G G G G G G G G G G 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 T S T S T S T S T S T X X X X XX CTV 806 806 808 101212 GPS806.28 101313 GPS807.00 3522IP798.31 3523IP798.28 3042IP806.90 3 6 1 1 T P E D 8 0 6 . 6 0 3643IP807.95 T T T T T T T 12" CMP INV: 805.45 12" CMP INV: 804.90 12" CMP INV: 804.88 12" CMP SAN MH 1 SAN MH 7 SAN MH 8 SAN MH 9 STM MH 1 STM MH 2 STM MH 8STM MH 9 STM MH 10 18. 12' U T I L I T Y E A S E . D O C . # 8 8 5 1 0 5 P/L P/ L 17. APPX. LOCATION OF UTILITY EASE. DOC. #851797 14. A P P X . L O C A T I O N O F C / L U T I L I T Y E A S E . D O C . # 6 9 5 9 6 0 16. A P P X . L O C A T I O N O F C / L U T I L I T Y E A S E . D O C . # 8 1 0 3 6 9 ST SAN P/L P/L P/ L P/ L P/ L P/L P/L P/L P / L P / L P / L P / L P/L P/L P/L P/L P / L P / L P / L P/ L P/ L P/ L P/ L P/ L 33 11 FUTURE POOL 14 2 8 3 9 > > > > > > >>> > 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 10+3 0 0+00 1+00 2+00 3+ 0 0 4+ 0 0 5+00 6+00 7 + 0 0 8+00 9+00 10+0 0 37 + 4 2 35+00 36 + 0 0 37 + 0 0 CONNEC TO EXISTING 12" WM STA:0+00.00 12" HORZ. BEND (45°) STA:0+28.09 28.1 L.F. of 12" W.M. @ 0.37% 10.0 L.F. of 12" W.M. @ 0.50% 12" X 12" TEE 12" X 8" REDUCER (EAST) STA:0+45.80 12" X 8" REDUCER 8" BUTTERFLY VALVE, V6 WITH VALVE BOX STA:0+47.86 8" X 6" ANCHOR TEE HYDRANT ASSEMBLY 21.7'' OF 6" PVC HYD. LEAD (RESTRAIN JOINTS AS REQUIRED) 6" BUTTERFLY VALVE, V7 WITH VALVE BOX HYDRANT FULLY RESTRAINED, HYD 2 HYD. NOZZLE ELEV. 8010.54± STA:0+63.50 6" INV:802.44 15.6 L.F. of 8" W.M. @ 0.68% 35.7 L.F. of 8" W.M. @ 5.20% 6" BUTTERFLY VALVE, V8 WITH VALVE BOX STA:2+06.47 8" X 6" TEE STA:2+06.47 2.9 L.F. of 6" W.M. @ -4.25% 5.3 L.F. of 8" W.M. @ 0.00% 23.8 L.F. of 6" W.M. @ -4.25% 6" WATER SERVICE STA:2+06.47 8" X 6" ANCHOR TEE HYDRANT ASSEMBLY 23.5' OF 6" PVC HYD. LEAD (RESTRAIN JOINTS AS REQUIRED) 4' OFFSET 6" BUTTERFLY VALVE, V9 WITH VALVE BOX HYDRANT FULLY RESTRAINED, HYD 3 HYD. NOZZLE ELEV. 810.37± STA:2+41.21 6" BUTTERFLY VALVE, V10 WITH VALVE BOX STA:2+77.89 11.0 L.F. of 6" W.M. @ 4.58% 6" HORZ DEFL STA:2+77.89 18.2 L.F. of 6" W.M. @ 0.54% 6" WATER SERVICE STA:2+77.89 3.0 L.F. of 8" W.M. @ 0.56% 45° BEND STA:7+09.02 8" BUTTERFLY VALVE, V11 WITH VALVE BOX STA:6+68.56 10.0 L.F. of 8" W.M. @ 0.56% 8" X 6" TEE STA:8+67.44 12.3 L.F. of 8" W.M. @ -3.97% 3.0 L.F. of 6" W.M. @ -96.21% 6" BUTTERFLY VALVE, V13 WITH VALVE BOX STA:8+67.44 21.6 L.F. of 6" W.M. @ 0.94% 6" PLUG AND BUTTRESS STA:8+67.44 8" X 6" ANCHOR TEE HYDRANT ASSEMBLY 21.5' OF 6" PVC HYD. LEAD (RESTRAIN JOINTS AS REQUIRED) 3' OFFSET 6" BUTTERFLY VALVE, V14 WITH VALVE BOX HYDRANT FULLY RESTRAINED, HYD 4 HYD. NOZZLE ELEV. 808.80± STA:8+79.77 148.7 L.F. of 8" W.M. @ 0.02% 8" BUTTERFLY VALVE, V15 WITH VALVE BOX STA:10+28.43 CONNECT TO EX WM STA:10+30.43 2.0 L.F. of 8" W.M. @ -1.65% 5 1 + 4 0 50+00 5 1 + 0 0 STATION EQUATION STATION=51+40.43 = 6+71.56 > > > W W W W W W W W W W 8" X 6" TEE STA:2+77.89 16 8 . 7 L . F . o f 8 " W . M . @ 0 . 8 7 % 22.5° BEND (TOTAL DEFL 26°) STA:4+84.43 164.4 L . F . o f 8 " W . M . @ - 0 . 0 1 % 45° BEND STA:2+23.34 > > > > > 8.0 L.F. of 8" W.M. @ 0.87% 45° BEND STA:2+15.34 45° BEND STA:4+46.56 10.0 L.F. of 8" W.M. @ 15.42% 45° BEND STA:4+56.56 27.9 L.F. of 8" W.M. @ 0.02% W W W W W W W W W > >>>> 45° BEND STA:0+38.09 VERT. GRADE BREAK STA:6+48.86 8" X 8" TEE STA:6+71.56 45° BEND STA:7+19.02 34.5 L.F. of 8" W.M. @ -0.56% 8" BUTTERFYLY VALVE, V12 WITH VALVE BOX STA:6+74.56 3.0 L.F. of 8" W.M. @ -0.57% 3.0 L.F. of 8" W.M. @ -1.66% 8" BUTTERFYLY VALVE, V16 WITH VALVE BOX STA:51+37.43 19.7 L.F. of 8" W.M. @ -12.53% 72.9 L.F. of 8" W.M. @ 3.01% VERT. GRADE BREAK STA:7+91.90 27.0 L.F. of 8" W.M. @ 0.25% VERT. GRADE BREAK STA:8+18.90 48.5 L.F. of 8" W.M. @ -3.97% 54.5 L.F. of 8" W.M. @ 0.86% 785 790 795 800 805 810 815 785 790 795 800 805 810 815 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 10+75 CO N N E C T T O EX W M ST A : 1 0 + 3 0 . 4 3 8" I N V : 8 0 0 . 0 9 8" B U T T E R F L Y V A L V E , V 1 5 WI T H V A L V E B O X ST A : 1 0 + 2 8 . 4 3 8" I N V : 8 0 0 . 0 6 8" N E I N V : 8 0 0 . 0 6 8" X 6 " A N C H O R E D H Y D . T E E ST A : 8 + 7 9 . 7 7 8" I N V : 8 0 0 . 0 9 8" N E I N V : 8 0 0 . 0 9 6" S E I N V : 7 9 7 . 7 0 8" X 6 " T E E ST A : 8 + 6 7 . 4 4 8" I N V : 7 9 9 . 6 0 8" N E I N V : 7 9 9 . 6 0 6" S E I N V : 8 0 0 . 0 5 28.1 L.F. 12" PVC @ 0.37% 10.0 L.F. 12" PVC @ 0.50% 2.1 L.F. 8" PVC @ 0.70% 15.6 L.F. 8" PVC @ 0.68% 35.7 L.F. 8" PVC @ 5.20% 5.3 L.F. 8" PVC @ 0.00% 3.0 L.F. 8" PVC @ 0.56% 10.0 L.F. 8" PVC @ 0.56% 12.3 L.F. 8" PVC @ -3.97% 148.7 L.F. 8" PVC @ 0.02%2.0 L.F. 8" PVC @ -1.65% 12" STORM INV:804.01 168.7 L.F. of 8" W.M. @ 0.87% 164.4 L.F. of 8" W.M. @ -0.01% 8" X 6 " T E E ST A : 2 + 7 7 . 8 9 O F F : 0 . 0 0 R 8" N I N V : 8 0 0 . 7 4 8" S I N V : 8 0 0 . 7 4 6" E I N V : 7 9 7 . 9 0 22 . 5 ° B E N D (T O T A L D E F L 2 6 ° ) ST A : 4 + 8 4 . 4 3 8" I N V : 7 9 7 . 7 3 PR. 24" STORM INV:800.68 470.0' CRUSHED STONE BACKFILL 190.0' EXCAVATED BACKFILL EX. 8" SAN INV:795.09± 45 ° B E N D ST A : 4 + 4 6 . 5 6 8" I N V : 7 9 9 . 2 8 8" S E I N V : 7 9 9 . 2 8 45 ° B E N D ST A : 4 + 5 6 . 5 6 8" I N V : 7 9 7 . 7 4 8" E I N V : 7 9 7 . 7 4 27.9 L.F. 8" PVC @ 0.02% 10.0 L.F. 8" PVC @ 15.42% 8.0 L.F. 8" PVC @ 0.87% VE R T . G R A D E BR E A K ST A : 8 + 1 8 . 9 0 8" I N V : 7 9 7 . 6 7 VE R T . G R A D E BR E A K ST A : 7 + 9 1 . 9 0 8" I N V : 7 9 7 . 7 4 45 ° B E N D ST A : 7 + 1 9 . 0 2 8" I N V : 7 9 9 . 9 3 45 ° B E N D ST A : 7 + 0 9 . 0 2 O F F : 0 . 0 0 8" N I N V : 7 9 9 . 9 9 8" S E I N V : 7 9 9 . 9 9 8" B U T T E R F Y L Y V A L V E , V 1 2 WI T H V A L V E B O X ST A : 6 + 7 4 . 5 6 8" I N V : 8 0 0 . 1 8 8" X 8 " T E E ST A : 6 + 7 1 . 5 6 8" I N V : 8 0 0 . 1 9 8" I N V : 8 0 0 . 1 9 8" B U T T E R F L Y V A L V E , V 1 1 WI T H V A L V E B O X ST A : 6 + 6 8 . 5 6 8" I N V : 8 0 0 . 2 1 VE R T . G R A D E BR E A K ST A : 6 + 4 8 . 8 6 8" I N V : 7 9 7 . 7 4 12 " H O R Z . B E N D ( 4 5 ° ) ST A : 0 + 2 8 . 0 9 12 " I N V : 8 0 2 . 4 1 45 ° B E N D ST A : 0 + 3 8 . 0 9 12 " I N V : 8 0 2 . 3 6 CO N N E C T O EX I S T I N G 1 2 " W M ST A : 0 + 0 0 . 0 0 O F F : 0 . 0 0 12 " S I N V : 8 0 2 . 5 2 12 " X 1 2 " T E E 12 " X 8 " R E D U C E R ( E A S T ) ST A : 0 + 4 5 . 8 0 12 " I N V : 8 0 1 . 8 3 12 " I N V : 8 0 2 . 3 1 12 " X 8 " R E D U C E R 8" B U T T E R F L Y V A L V E , V 6 WI T H V A L V E B O X ST A : 0 + 4 7 . 8 6 8" I N V : 8 0 2 . 4 7 8" X 6 " A N C H O R E D H Y D . T E E ST A : 0 + 6 3 . 4 9 8" I N V : 8 0 2 . 3 6 VE R T . G R A D E BR E A K ST A : 0 + 9 9 . 1 8 8" I N V : 8 0 0 . 5 0 VE R T . G R A D E B R E A K ST A : 1 + 2 9 . 4 1 8" I N V : 8 0 0 . 8 0 VE R T . G R A D E BR E A K ST A : 1 + 3 8 . 2 0 8" I N V : 8 0 0 . 8 8 8" X 6 " T E E ST A : 2 + 0 6 . 4 7 O F F : 0 . 0 0 R 8" W I N V : 8 0 1 . 2 8 8" E I N V : 8 0 1 . 2 8 6" N I N V : 8 0 1 . 3 7 8" X 6 " A N C H O R E D H Y D . T E E ST A : 2 + 1 1 . 7 9 O F F : 0 . 0 0 R 8" W I N V : 8 0 1 . 2 8 8" E I N V : 8 0 1 . 2 8 6" S I N V : 8 0 1 . 3 7 45 ° B E N D ST A : 2 + 1 5 . 3 4 8" I N V : 8 0 1 . 2 8 45 ° B E N D ST A : 2 + 2 3 . 3 4 8" I N V : 8 0 1 . 2 1 7.7 L.F. 12" PVC @ 0.64% 30.2 L.F. 8" PVC @ -0.97% 8.8 L.F. 8" PVC @ -0.97% 68.3 L.F. 8" PVC @ -0.59% 3.6 L.F. 8" PVC @ 0.00% 54.5 L.F. 8" PVC @ 0 . 8 6 % 19.7 L.F. 8" PVC @ -12.53% 3.0 L.F. 8" PVC @ -0.57% 34.5 L.F. 8" PVC @ -0.56% 72.9 L . F . 8 " P V C @ 3 . 0 1 % 27.0 L.F. 8" PVC @ 0.25% 48.5 L.F. 8" PVC @ -3.97% 6" SAN INV:803.08 18" STORM INV:803.38 PR. 24" STORM INV:800.02 318.4' EXCAVATED BACKFILL52.0' CRUSHED STONE BACKFILL 8" SAN INV:797.91 30" STORM INV:801.88 30" STORM INV:800.37 G G G G G W T T T T T T T P/ L P/L P/ L P/ L P/ L W W W W W W W W W W SAN SAN SAN SAN SAN SAN SAN 0+00 37 + 4 2 12" HORZ. BEND (45°) STA:0+28.09 10.0 L.F. of 12" W.M. @ 0.50% CONNEC TO EXISTING 12" WM STA:0+00.00 28.1 L.F. of 12" W.M @ 0.37% 12" X 12" TEE 12" X 8" REDUCER (EAST) STA:0+45.80 2.1 L.F. of 8" W.M. @ 0.70% 12" X 8" REDUCER 8" BUTTERFLY VALVE, V6 WITH VALVE BOX STA:0+47.86 15.6 L.F. of 8" W.M. @ 0.68% 3.0 L.F. of 12" W.M. @ 0.06% 12" BUTTERFLY VALVE, V4 STA:37+39.44 STATION EQUATION STATION=37+42.44 = 0+45.80 W 45° BEND STA:0+38.09 S T S T S T S T S T 33 5 1 + 4 0 3.0 L.F. of 8" W.M. @ 0.56% 8" BUTTERFLY VALVE, V11 WITH VALVE BOX STA:6+68.56 STATION EQUATION STATION=51+40.43 = 6+71.56 W W W > > W W W W W W W W > 8" BUTTERFYLY VALVE, V16 WITH VALVE BOX STA:51+37.43 8" BUTTERFYLY VALVE, V12 WITH VALVE BOX STA:6+74.56 3.0 L.F. of 8" W.M. @ -0.57% 3.0 L.F. of 8" W.M. @ -1.66% 8" X 8" TEE STA:6+71.56 DRAWING NO. DRAWN BY: DATE: PROJECT NO: CHECKED BY: APPROVED BY: NO. REVISION DATE BY SHEET NO.: PA R K L A N D T O W N E C E N T E R MU S K E G O , W I S C O N S I N 15577 Public WM P&P.dwg www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 TH E G R O U PSingle Source. Sound Solutions. TPM 2-9-16 15577 JBL JBL Fi l e : I: \ E N E R C O N \ 1 5 5 7 7 _ N e w P a r k l a n d M a l l \ 0 6 0 C A D \ C - C i v i l \ 5 0 0 P r o d u c t i o n - C i v i l P l a n s \ 5 0 6 - U t i l i t y P l a n \ P u b l i c W M P & P \ 1 5 5 7 7 P u b l i c W M P & P . d w g C 304 GRAPHIC SCALE 00 40'80' PU B L I C W A T E R M A I N P L A N & P R O F I L E IN : E A S E M E N T FR O M : L A N N O N D R I V E TO : 7 6 4 F E E T E A S T O F L A N N O N D R I V E LA N N O N D R I V E PROPOSED BUILDING 21,600 SF FFE 809 PROPOSED BUILDING 21,600 SF FFE 809 PROPOSED SURFACE ABOVE WATER MAIN EXISTING SURFACE ABOVE WATER MAIN PUBLIC 8" PVC, C-900 CLASS 235 (DR18) WATER MAIN SCALE: HORIZONTAL 1" = 4' VERTICAL 1" = 40' SEE SHEET C303 SEE SHEET C305 30' UTILITY EASEMENT 30' UTILITY EASEMENT MUNICIPAL UTILITY EASEMENT PUBLIC 8" PVC, C-900 CLASS 235 (DR18) WATER MAIN PUBLIC 8" PVC, C-900 CLASS 235 (DR18) WATER MAIN PUBLIC 8" PVC, C-900 CLASS 235 (DR18) WATER MAIN ENLARGEMENT STA 6+71.56 ENLARGEMENT STA 0+45.80 SEE ENLARGEMENT SEE ENLARGEMENT GRAPHIC SCALE 00 10'20' GRAPHIC SCALE 00 10'20' STORM WATER BASIN 100YR=805.40 2 YR=803.79 NWL=800 BOTTOM = 795 DRY STORM WATER BASIN 100 YR=806.45 2 YR=806.14 BOTTOM = 806 1.CITY RESUBMITTAL 3/23/16 TPM NOTES: 1.ALL PUBLIC WATER MAIN WORK AND ALL WORK IN THE PUBLIC RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE CITY OF MUSKEGO STANDARD SPECIFICATIONS. 2.INSULATION SHALL BE INSTALLED ON LARGE DIAMETER (12" OR LARGER) STORM SEWER CROSSINGS WHEN WITHIN 18" OF EACH OTHER. EXISTING GAS SHOWN IS APPROXIMATE. CONTRACTOR TO VERIFY ELEVATION AND SIZE. EXISTING ABANDONED TELEPHONE LINE. LOCATION IS APPROXIMATE. EXISTING ELECTRIC AND TELEPHONE LINE. LOCATION IS APPROXIMATE. CONTRACTOR TO VERIFY SIZE AND LOCATION 30' UTILITY EASEMENT 2.CITY RESUBMITTAL 5/27/16 TPM W E E E E E E E E W W W W W W W W W SA N SA N SA N SA N SA N SA N SA N SA N E E E E E E E E WW SAN G G G G G G G G ST ST ST ST ST ST ST ST ST ST GR A V E L GR A V E L CO N C R E T E P A D FO FO FO FO FO FO SA N MH 4 SA N MH 5 ST M MH 5 ST M MH 6 ST M MH 7 ST M MH 8 12 . N O A C C E S S P E R D O C . # 8 4 0 8 5 7 P/ L S 6 2 ° 2 2 ' 4 3 " W 7 2 6 . 8 1 ' (S 6 2 ° 2 7 ' W ) 16 . A P P X . L O C A T I O N O F C / L U T I L I T Y E A S E . D O C . # 8 1 0 3 6 9 16 . A P P X . L O C A T I O N O F C / L U T I L I T Y E A S E . D O C . # 8 1 0 3 6 9 22 . T E M P O R A R Y L I M I T E D E A S E M E N T ( E X P I R E D ) D O C . # 3 9 1 1 9 4 9 22 . T E M P O R A R Y L I M I T E D E A S E M E N T ( E X P I R E D ) D O C . # 3 9 1 1 9 4 9 ST ST ST ST ST ST ST P/ L P/ L P/ L P/ L P/ L 8 17 9 12 12 20 33 11 FU T U R E PO O L 14 E E E E E ONLY > WWW 6+ 0 0 7+00 8+ 0 0 51+40 50+00 51+00 90° BEND HYDRANT ASSEMBLY 12' OF 6" PVC HYD. LEAD (RESTRAIN JOINTS AS REQUIRED) 6" BUTTERFLY VALVE, V18 WITH VALVE BOX HYDRANT FULLY RESTRAINED, HYD 5 HYD. NOZZLE ELEV. 809.54± STA:50+00.00 6" PLUG AND BUTRESS STA:50+93.04 8" X 6" TEE 8" X 6" REDUCER (SOUTHEAST) STA:50+93.00 93.0 L.F. of 6" W.M. @ -0.80% 6" BUTTERFLY VALVE, V17 WITH VALVE BOX STA:50+93.01 28.0 L.F. of 6" W.M. @ 5.23% 3.0 L.F. of 6" W.M. @ 0.00% STATION EQUATION STATION=51+40.43 = 6+71.56 W W W W > >>>>> > > > WW W W 44.4 L.F. of 8" W.M. @ -0.74% 8" BUTTERFYLY VALVE, V16 WITH VALVE BOX STA:51+37.43 8" X 8" TEE STA:6+71.56 3.0 L.F. of 8" W.M. @ -1.66% 785 790 795 800 805 810 815 785 790 795 800 805 810 815 50+00 51+00 52+00 53+00 HO R Z . D E F L . ( 9 0 ° B E N D ) ST A : 5 0 + 0 0 . 0 0 6" I N V : 8 0 1 . 4 2 6" S W I N V : 8 0 1 . 4 2 8" X 6 " T E E 8" X 6 " R E D U C E R ( S O U T H E A S T ) ST A : 5 0 + 9 3 . 0 0 8" I N V : 8 0 0 . 5 9 6" S E I N V : 8 0 0 . 6 7 6" S W I N V : 8 0 0 . 6 7 93.0 L.F. 6" PVC @ - 0 . 8 0 % 184.9' CRUSHED STONE BACKFILL 8" B U T T E R F Y L Y V A L V E , V 1 6 WI T H V A L V E B O X ST A : 5 1 + 3 7 . 4 3 8" I N V : 8 0 0 . 2 6 8" X 8 " T E E ST A : 6 + 7 1 . 5 6 8" I N V : 8 0 0 . 1 9 8" I N V : 8 0 0 . 1 9 44.4 L.F. 8" PVC @ -0.74% 3.0 L.F. 8" PVC @ -1.66% DRAWING NO. DRAWN BY: DATE: PROJECT NO: CHECKED BY: APPROVED BY: NO. REVISION DATE BY SHEET NO.: PA R K L A N D T O W N E C E N T E R MU S K E G O , W I S C O N S I N 15577 Public WM P&P.dwg www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 TH E G R O U PSingle Source. Sound Solutions. TPM 2-9-16 15577 JBL JBL Fi l e : I: \ E N E R C O N \ 1 5 5 7 7 _ N e w P a r k l a n d M a l l \ 0 6 0 C A D \ C - C i v i l \ 5 0 0 P r o d u c t i o n - C i v i l P l a n s \ 5 0 6 - U t i l i t y P l a n \ P u b l i c W M P & P \ 1 5 5 7 7 P u b l i c W M P & P . d w g C 305 GRAPHIC SCALE 00 30'60' THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS MAP IS BASED ON FIELD MARKINGS AND INFORMATION FURNISHED BY UTILITY COMPANIES AND THE LOCAL MUNICIPALITY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, ITS ACCURACY AND COMPLETENESS CANNOT BE GUARANTEED. PU B L I C W A T E R M A I N P L A N & P R O F I L E IN : E A S E M E N T FR O M : 2 7 7 . 9 F T E A S T O F L A N N O N D R . TO : L A N N O N D R . PROPOSED SURFACE ABOVE WATER MAIN EXISTING SURFACE ABOVE WATER MAIN 6" PVC, C-900 CLASS 235 (DR18) WATER MAIN JA N E S V I L L E R O A D SEE SHEET C304 30' UTILITY EASEMENT 8" PVC, C-900 CLASS 235 (DR18) WATER MAIN 8" PVC, C-900 CLASS 235 (DR18) WATER MAIN 6" PVC, C-900 CLASS 235 (DR18) WATER MAIN STORM WATER BASIN 100YR=805.40 2 YR=803.79 NWL=800 BOTTOM = 795 1.CITY RESUBMITTAL 3/23/16 TPM NOTES: 1.ALL PUBLIC WATER MAIN WORK AND ALL WORK IN THE PUBLIC RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE CITY OF MUSKEGO STANDARD SPECIFICATIONS. 2.INSULATION SHALL BE INSTALLED ON LARGE DIAMETER (12" OR LARGER) STORM SEWER CROSSINGS WHEN WITHIN 18" OF EACH OTHER. SEE SHEET C304 30' UTILITY EASEMENT 2.CITY RESUBMITTAL 5/27/16 TPM DE T A I L S DRAWING NO. DRAWN BY: DATE: PROJECT NO: CHECKED BY: APPROVED BY: NO. REVISION DATE BY SHEET NO.: PA R K L A N D T O W N E C E N T E R MU S K E G O , W I S C O N S I N 15577 DETAILS.dwg www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 TH E G R O U PSingle Source. Sound Solutions. TPM 12-4-15 15577 JBL CTC C 400 Fi l e : I: \ E N E R C O N \ 1 5 5 7 7 _ N e w P a r k l a n d M a l l \ 0 6 0 C A D \ C - C i v i l \ 5 0 0 P r o d u c t i o n - C i v i l P l a n s \ 5 0 7 - D e t a i l s \ 1 5 5 7 7 D E T A I L S . d w g CONSTRUCTION ENTRANCE/ EXIT DETAIL: WDNR TS-1057C A NOT TO SCALE SILT FENCE: WDNR TS-1056 INLET PROTECTION TYPE A, B, C, AND D: WDNR TS-1060 EROSION CONTROL NOTES: 1.CONSTRUCTION SITE EROSION CONTROL AND SEDIMENTATION CONTROL SHALL COMPLY WITH THE REQUIREMENTS OF THE LOCAL MUNICIPALITY AND SHALL EMPLOY EROSION CONTROL METHODS AS SHOWN AND SPECIFIED IN THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES TECHNICAL STANDARDS. 2.ALL EROSION CONTROL MEASURES SHALL BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND SHALL BE INSTALLED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON THE SITE. 3.EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR STABILITY AND OPERATION AFTER A RAINFALL OF 0.5 INCHES OR MORE, BUT NO LESS THAN ONCE EVERY WEEK. MAINTENANCE OF ALL EROSION CONTROL STRUCTURES SHALL BE PROVIDED TO INSURE INTENDED PURPOSE IS ACCOMPLISHED. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP AND REMOVAL OF ALL SEDIMENT WHEN LEAVING PROPERTY. EROSION CONTROL MEASURES MUST BE IN WORKING CONDITION AT END OF EACH WORK DAY. DOCUMENT AND MAINTAIN RECORDS OF INSPECTIONS IN ACCORDANCE WITH WDNR NR216 REQUIREMENTS. 4.SILT FENCE SHALL BE INSTALLED IN THE LOCATIONS SHOWN ON THE CONSTRUCTION PLANS. SEDIMENT DEPOSITS SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN DEPOSITS REACH A DEPTH OF 6 INCHES. THE SILT FENCE SHALL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A BARRIER. 5.FILTER FABRIC SHALL BE INSTALLED BENEATH INLET COVERS TO TRAP SEDIMENT PER INLET PROTECTION DETAIL IN THE LOCATIONS SHOWN ON THE CONSTRUCTION PLANS. 6.EROSION CONTROL MEASURES SHALL BE MAINTAINED ON A CONTINUING BASIS UNTIL SITE IS FULLY STABILIZED. 7.PERIODIC STREET SWEEPING SHALL BE COMPLETED TO MAINTAIN ADJACENT STREETS FREE OF DUST AND DIRT. 8.SILT FENCE SHALL BE INSTALLED IN HORSESHOE FASHION AROUND ANY TOPSOIL AND FILL STOCKPILES. 9.SITE DEWATERING. WATER PUMPED FROM THE SITE SHALL BE TREATED BY SEDIMENT BASINS OR OTHER APPROPRIATE MEASURES SPECIFIED IN THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES TECHNICAL STANDARDS. WATER MAY NOT BE DISCHARGED IN A MANNER THAT CAUSES EROSION OF THE SITE, ADJACENT SITES, OR RECEIVING CHANNELS. 10.WASTE AND MATERIAL DISPOSAL. ALL WASTE AND UNUSED BUILDING MATERIALS (INCLUDING GARBAGE, DEBRIS, CLEANING WASTES, WASTEWATER, TOXIC MATERIALS, OR HAZARDOUS MATERIALS) SHALL BE PROPERLY DISPOSED AND NOT ALLOWED TO BE CARRIED OFF-SITE BY RUNOFF OR WIND. 11.TRACKING. EACH SITE SHALL HAVE GRAVELED ROADS, ACCESS DRIVES AND PARKING AREAS OF SUFFICIENT WIDTH AND LENGTH TO PREVENT SEDIMENT FROM BEING TRACKED ONTO PUBLIC OR PRIVATE ROADWAYS. ANY SEDIMENT REACHING A PUBLIC OR PRIVATE ROAD SHALL BE REMOVED BY STREET CLEANING, TO THE SATISFACTION OF THE MUNICIPALITY, BEFORE THE END OF EACH WORKDAY. FLUSHING MAY NOT BE USED UNLESS SEDIMENT WILL BE CONTROLLED BY A SEDIMENT BASIN OR PRACTICE SPECIFIED IN THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES TECHNICAL STANDARDS. NOTIFY MUNICIPALITY OF ANY CHANGES IN STABILIZED CONSTRUCTION ENTRANCE LOCATION. 12.SEDIMENT CLEANUP. ALL OFF-SITE SEDIMENT DEPOSITS OCCURRING AS A RESULT OF A STORM EVENT SHALL BE CLEANED UP BY THE END OF THE NEXT WORKDAY. ALL OTHER OFF-SITE SEDIMENT DEPOSITS OCCURRING AS A RESULT OF CONSTRUCTION ACTIVITIES SHALL BE CLEANED UP BY THE END OF THE WORKDAY. 13.ALL DISTURBED GROUND LEFT INACTIVE FOR SEVEN OR MORE DAYS SHALL BE STABILIZED BY TEMPORARY OR PERMANENT SEEDING, MULCHING, SODDING, COVERING WITH TARPS, OR EQUIVALENT PRACTICE FOUND IN THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES TECHNICAL STANDARD. IF TEMPORARY SEEDING IS USED, A PERMANENT COVER SHALL ALSO BE REQUIRED AS PART OF THE FINAL SITE STABILIZATION. SEEDING OR SODDING SHALL BE REQUIRED AS PART OF THE FINAL SITE STABILIZATION. 14.SOIL OR DIRT STORAGE PILES SHALL BE LOCATED A MINIMUM OF TWENTY-FIVE FEET FROM ANY DOWNSLOPE ROAD, LAKE, STREAM, WETLAND, OR DRAINAGE CHANNEL. STRAW BALE OR FILTER FABRIC FENCES SHALL BE PLACED ON THE DOWN SLOPE SIDE OF THE PILES. IF REMAINING FOR MORE THAN THIRTY DAYS, PILES SHALL BE STABILIZED BY MULCHING, VEGETATIVE COVER, TARPS OR OTHER MEANS. 15.WHEN THE DISTURBED AREA HAS BEEN STABILIZED BY PERMANENT VEGETATION OR OTHER MEANS, TEMPORARY PRACTICES, SUCH AS FILTER FABRIC FENCES, STRAW BALES, SEDIMENT AND SEDIMENT TRAPS, FOUND IN THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES TECHNICAL STANDARDS SHALL BE REMOVED. 16.NOTIFY THE LOCAL MUNICIPALITY HAVING JURISDICTION WITHIN TWO WORKING DAYS OF COMMENCING ANY LAND DEVELOPMENT OR LAND DISTURBING ACTIVITY. 17.OBTAIN PERMISSION FROM THE LOCAL MUNICIPALITY HAVING JURISDICTION PRIOR TO MODIFYING THE EROSION CONTROL PLAN. 18.REPAIR ANY SILTATION OR EROSION DAMAGE TO ADJOINING SURFACES AND DRAINAGE WAYS RESULTING FROM LAND DEVELOPMENT OR LAND DISTURBING ACTIVITIES. 19.KEEP A COPY OF THE EROSION CONTROL PLAN ON SITE. 20.CONTRACTOR SHALL, TO THE EXTENT POSSIBLE, MINIMIZE DISTURBANCE OF EXISTING VEGETATION DURING CONSTRUCTION. 21.CONTRACTOR SHALL, TO THE EXTENT POSSIBLE, MINIMIZE COMPACTION OF TOPSOIL AND PRESERVE TOPSOIL IN GREENSPACE AREAS. 22.WASH WATER FROM VEHICLES AND WHEEL WASHING SHALL BE CONTAINED AND TREATED PRIOR TO DISCHARGE. 23.CONTRACTOR SHALL MAINTAIN SPILL KITS ON-SITE. 24.PERMANENT TURF SEEDING OF DISTURBED AREA MUST OCCUR PRIOR TO SEPTEMBER 15TH. IF ADEQUATE TIME IS NOT AVAILABLE TO APPLY PERMANENT SEEDING PRIOR TO SEPTEMBER 15, THEN DISTURBED AREAS SHALL BE TEMPORARILY SEEDED WITH AN ANNUAL RYE GRASS PER WDNR TECHNICAL STANDARD 1059, WHERE THE TEMPORARY SEEDING MUST OCCUR PRIOR TO OCTOBER 15TH. 25.IF TEMPORARY SEEDING IS NOT COMPLETED BY OCTOBER 15TH, APPLY SOIL STABILIZERS AND DORMANT SEED TO DISTURBED AREA PER WDNR TECHNICAL STANDARD 1050. INSPECT ANIONIC PAM APPLICATION AT A MINIMUM FREQUENCY OF EVERY TWO MONTHS AND REAPPLY AS NECESSARY. B CONSTRUCTION SEQUENCE FOR EROSION CONTROL INCLUDES: 1.INSTALL STABILIZED CONSTRUCTION ENTRANCE. 2.INSTALL SILT FENCING AND INLET PROTECTION. 3.INITIATE STOCKPILING OF IMPORTED MATERIAL. PLACE SILT FENCE AROUND STOCKPILE(S). 4.STRIP TOPSOIL FROM STORM WATER BASIN LOCATION AND STOCKPILE. 5.CONSTRUCT STORM WATER BASIN AND INSTALL OUTLET AND EMERGENCY OVERFLOW. BASIN IS TO BE USED AS A SEDIMENTATION BASIN DURING THE COURSE OF CONSTRUCTION. 6.INSTALL REINFORCED TURF MATTING AT STORM WATER BASIN AS SHOWN ON THE PLANS. 7.CONSTRUCT DIVERSION SWALES, DIRECT RUNOFF TO STORM BASIN. 8.STRIP TOPSOIL FROM REMAINDER OF SITE IN A PROGRESSIVE MANNER, AND STOCKPILE. PLACE SILT FENCE AROUND STOCKPILE(S). 9.PERFORM ROUGH SITE GRADING. STABILIZE FINISHED AREAS AS THE WORK PROGRESSES. USE EROSION MATTING WHERE CALLED FOR ON THE PLANS. PER WDNR TECHNICAL STANDARD 1059: AREAS THAT RECEIVE TEMPORARY SEEDING SHALL HAVE A MINIMUM TOPSOIL DEPTH OF 2 INCHES. AREAS THAT RECEIVE PERMANENT SEEDING SHALL HAVE A MINIMAL TOPSOIL DEPTH OF 4 INCHES. 10.PREPARE BUILDING PAD AND BEGIN FOUNDATIONS WORK FOR BUILDING. 11.INSTALL UTILITIES. INSTALL ANY ADDITIONAL INLET PROTECTION ON NEW STORM SEWER AND INSTALL RIP-RAP AT NEW STORM SEWER OUTFALLS. 12.PERFORM FINE SITE GRADING AND INSTALL STONE BASE(S). 13.INSTALL PAVEMENTS. 14.LANDSCAPE AND STABILIZE REMAINING AREAS WITHIN 7 DAYS OF COMPLETION OF FINAL GRADING AND TOPSOILING. 15.REMOVE EXCESS SEDIMENT FROM STORMWATER BASINS AND RETURN BASINS TO THEIR DESIGN DIMENSIONS AND VOLUMES. 16.REMOVE EROSION CONTROL MEASURES ONLY WHEN SITE IS FULLY STABILIZED. NOT TO SCALE GENERAL NOTES 1.HORIZONTAL BRACE REQUIRED WITH 2"X4" WOODEN FRAME OR EQUIVALENT AT TOP OF POSTS. 2.TRENCH SHALL BE A MINIMUM OF 4" WIDE & 6" DEEP TO BURY AND ANCHOR THE GEOTEXTILE FABRIC. FOLD MATERIAL TO FIT TRENCH AND BACKFILL & COMPACT TRENCH WITH EXCAVATED SOIL. 3.WOOD POSTS SHALL BE A MINIMUM SIZE OF 1-1/32" X 1-1/32" OF OAK OR HICKORY. 4.SILT FENCE TO EXTEND ACROSS THE TOP OF THE PIPE. 5.CONSTRUCT SILT FENCE FROM A CONTINUOUS ROLL IF POSSIBLE BY CUTTING LENGTHS TO AVOID JOINTS. IF A JOINT IS NECESSARY USE ON THE FOLLOWING TWO METHODS: A) OVERLAP THE END POSTS AND TWIST OR ROTATE, AT LEAST 180 DEGREES. B) HOOK THE END OF EACH SILT FENCE LENGTHS. GENERAL NOTES SILT FENCE SHALL CONFORM TO WDNR CONSERVATION PRACTICE STANDARD #1056 THIS DRAWING IS BASED ON WISCONSIN DEPARTMENT OF TRANSPORTATION STANDARD DETAIL DRAWING 8 E 9-6TRENCH DETAILSILT FENCE TIE BACK SILT FENCE JOINGING TWO LENGTHS OF SILT FENCE HOOK METHOD (WHEN ADDITIONAL SUPPORT REQUIRED) TWIST METHOD ANCHOR STAKE MIN. 18" LONG TIEBACK BETWEEN FENCE POST AND ANCHOR SILT FENCE GEOTEXTILE FABRIC EXCESS FABRIC FLOW DIRECTION FLOW DIRECTION * NOTE: 8'-0" POST SPACING ALLOWED IF A WOVEN GEOTEXTILE FABRIC IS USED. FLO W D I R E C T I O N GEOTEXTILE FABRIC ONLY BACKFILL & COMPACT TRENCH WITH EXCAVATED SOIL ATTACH THE FABRIC TO THE POSTS WITH WIRE STAPLES OR WOODEN LATH AND NAILS WOOD POSTS LENGTH 3'-4' 20" DEPTH IN GROUND NOTE: ADDITIONAL POST DEPTH OR TIE BACKS MAY BE REQUIRED IN UNSTABLE SOILS GEOTEXTILE FABRIC SUPPORT CORD FOLD 3" MAX. FLOW 2' - 0 " 3'- 0 " M A X . * 3'- 0 " M A X . * 3'- 0 " M A X . * 3'- 0 " M A X . * WOOD POST WOOD POST GEOTEXTILE FABRIC GEOTEXTILE FABRIC GEOTEXTILE FABRIC WOOD POST WOOD POST GEOTEXTILE FABRIC FLOW DIRECTION FLOW DIRECTION 2'-0" MIN. 1'-0" MIN. GRATED INLET 2" X 4" STAKE AND CROSS BRACING BURIED FABRIC MIN. 6" DEPTH GEOTEXTILE FABRIC, TYPE FF DIRECTION OF RUNOFF WATER FLOW 4' 2' GEOTEXTILE FABRIC, TYPE FF GEOTEXTILE FABRIC, TYPE FF 2" X 4" STAKE AND CROSS BRACING INLET WITH OR WITHOUT GRATE ATTACH GEOTEXTILE FABRIC, TYPE FF TO THE STAKES AND CROSSING BRACING 2' GEOTEXTILE FABRIC, TYPE FF WOOD 2" X 4" EXTENDS 7" BEYOND GRATE WIDTH ON BOTH SIDES, LENGTH VARIES. SECURE TO GRATE WITH WIRE OR PLASTIC TIES GEOTEXTILE FABRIC, TYPE FF FRONT, BACK, AND BOTTOM TO BE MADE FROM SINGLE PIECE OF FABRIC. MINIMUM DOUBLE STITCHED SEAMS ALL AROUND SIDE PIECES AND ON FLAP POCKETS INLET SPECIFICATIONS AS PER THE PLAN DIMENSION LENGTH AND WIDTH TO MATCH INLET SPECIFICATIONS AS PER THE PLAN DIMENSION LENGTH AND WIDTH TO MATCH USE REBAR OR STEEL ROD FOR REMOVAL OR FOR INLETS WITH CAST CURB BOX USE WOOD 2"X4", EXTEND 10" BEYOND GRATE WIDTH ON BOTH SIDES, LENGTH VARIES. SECURE TO GRATE WITH WIRE OR PLASTIC TIES. 4"X6" OVAL HOLE SHALL BE HEAT CUT INTO ALL FOUR SIDE PANELS. GENERAL NOTE: INLET PROTECTION SHALL CONFORM TO WDNR CONSERVATION PRACTICE STANDARD #1060 THIS DRAWING IS BASED ON WISCONSIN DEPARTMENT OF TRANSPORTATION STANDARD DETAIL DRAWING 8 E 10-2 GENERAL NOTES 1.MANUFACTURED ALTERNATIVES APPROVED AND LISTED ON THE DEPARTMENT'S EROSION CONTROL PRODUCT ACCEPTABILITY LIST MAY BE SUBSTITUTED. 2.WHEN REMOVING OR MAINTAINING INLET PROTECTION, CARE SHALL BE TAKEN SO THAT THE SEDIMENT TRAPPED ON THE GEOTEXTILE FABRIC DOES NOT FALL INTO THE INLET. ANY MATERIAL FALLING INTO THE INLET SHALL BE REMOVED IMMEDIATELY. 3.FINISHED SIZE, INCLUDING FLAP POCKETS WHERE REQUIRED, SHALL EXTEND A MINIMUM OF 10" AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL. 4.FOR INLET PROTECTION, TYPE C (WITH CURB BOX), AN ADDITIONAL 18" OF FABRIC IS WRAPPED AROUND THE WOOD AND SECURED WITH STAPLES. THE WOOD SHALL NOT BLOCK THE ENTIRE HEIGHT OF THE CURB BOX OPENING. 5.FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2X4. INSTALLATION NOTES TYPE B & C TRIM EXCESS FABRIC IN THE FLOW LINE TO WITHIN 3" OF THE GRATE. THE CONTRACTOR SHALL DEMONSTRATE A METHOD OF MAINTENANCE, USING A SEWN FLAP, HAND HOLDS OR OTHER METHOD TO PREVENT ACCUMULATED SEDIMENT FROM ENTERING THE INLET. TYPE D DO NOT INSTALL INLET PROTECTION TYPE D IN INLETS SHALLOWER THAN 30", MEASURED FROM THE BOTTOM OF THE INLET TO THE TOP OF THE GRATE. TRIM EXCESS FABRIC IN THE FLOW LINE TO WITHIN 3" OF THE GRATE. THE INSTALLED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE, BETWEEN THE INLET WALLS AND THE BAG, MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES, OF 3". WHERE NECESSARY THE CONTRACTOR SHALL CINCH THE BAG, USING PLASTIC ZIP TIES, TO ACHIEVE THE 3" CLEARANCE. THE TIES SHALL BE PLACED AT A MAXIMUM OF 4" FROM THE BOTTOM OF THE BAG. INLET PROTECTION, TYPE A INLET PROTECTION, TYPE C (WITH CURB BOX) INLET PROTECTION, TYPE B (WITHOUT CURB BOX) (CAN BE INSTALLED IN ANY INLET WITHOUT A CURB BOX) INLET PROTECTION, TYPE D (CAN BE INSTALLED IN ANY INLET WITH OR WITHOUT A CURB BOX AS PER NOTE) NOT TO SCALE 12" 12" 4" 8" EXISTING ASPHALT, CONCRETE OR GRASS SURFACE EXISTING ASPHALT, CONCRETE OR GRASS SURFACE 3" TO 6" CLEAR OR WASHED STONE 12" MIN. 50' MIN. GENERAL NOTE: STONE TRACKING PAD SHALL CONFORM TO WDNR CONSERVATION PRACTICE STANDARD #1057 2.0' CONSTRUCTION SITE DIVERSION: WDNR TS-1066ENOT TO SCALE GENERAL NOTE: CONSTRUCTION SITE DIVERSION SWALES SHALL CONFORM TO WDNR CONSERVATION PRACTICE STANDARD #1066 NOTE: 1.MATCH BERMS TO EXISTING GROUND AND GRADE SWALES TO DRAIN TO BASIN. 2.FOR SWALES THAT ARE TO SERVE LONGER THAN 30 DAYS, THE SIDE SLOPES, INCLUDING THE RIDGE AND DOWN SLOPE SIDE, SHALL BE STABILIZED AS SOON AS THEY ARE CONSTRUCTED. 3.TEMPORARY TOP SOILING AND SEEDING WITH CLASS 1 TYPE B EROSION MATTING SHALL BE USED FOR STABILIZATION. WATER-SOLUBLE ANIONIC POLYACRYLAMIDE (PAM) SHALL NOT BE USED IN DIVERSION SWALES. 4.FOR SWALES SERVING LESS THAN 30 DAYS, ONLY THE DOWN SLOPE SIDE OF THE SWALE SHALL BE STABILIZED AS SOON AS CONSTRUCTED. 5.THE DIVERSION DITCH SHALL HAVE A MINIMUM LONGITUDINAL SLOPE OF 1.0% TO THE EXTENT PRACTICAL. 3: 1 S L O P E 3:1 S L O P E 1'-0" TYP. 1'-0" TYP. 2.0' EROSION MATTING: WDNR TS-1052D 1.PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP'S), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. 2.BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP'S IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" (30 CM) OF RECP'S EXTENDE3D BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP'S WITH A ROW OF STAPLES / STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF RECP'S BACK OVER SEED AND COMPACTED SOIL. SECURE RECP'S OVER COMPACTED SOIL WITH A ROW OF STAPLES / STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP'S 3.ROLL THE RECP'S (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP'S WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECP'S MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES / STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM, STAPLES / STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4.THE EDGES OF PARALLEL RECP'S MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING ON RECP'S TYPE. 5.CONSECUTIVE RECP'S SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STLYE) WITH AN APPROXIMATE 3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE RECP'S WIDTH. NOTE: IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTH GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY SECURE THE RECP'S. NOTE: 1.EROSION MATTING SHALL CONFORM TO WDNR CONSERVATION PRACTICE STANDARD #1052. 2.INSTALL PER MANUFACTURERS SPECIFICATIONS. 1.CITY RESUBMITTAL 3/23/16 TPM 2.CITY RESUBMITTAL 5/27/16 TPM 2'-0" C.C.X 6" 4" DE T A I L S DRAWING NO. DRAWN BY: DATE: PROJECT NO: CHECKED BY: APPROVED BY: NO. REVISION DATE BY SHEET NO.: PA R K L A N D T O W N E C E N T E R MU S K E G O , W I S C O N S I N 15577 DETAILS.dwg www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 TH E G R O U PSingle Source. Sound Solutions. TPM 12-4-15 15577 JBL CTC C 401 Fi l e : I: \ E N E R C O N \ 1 5 5 7 7 _ N e w P a r k l a n d M a l l \ 0 6 0 C A D \ C - C i v i l \ 5 0 0 P r o d u c t i o n - C i v i l P l a n s \ 5 0 7 - D e t a i l s \ 1 5 5 7 7 D E T A I L S . d w g NOT TO SCALEL PAVEMENT EDGE EXPANSION JOINT 1' CURB TAPER 1'-0" NOT TO SCALE CONCRETE SIDEWALK SECTIONB NOT TO SCALE ASPHALT PAVEMENT SECTION (HEAVY DUTY)C 5" CONCRETE PAVEMENT 6" DENSE GRADED AGGREGATE BASE COURSE (3/4") COMPACTED SUBGRADE 1 1/2" SURFACE OVER TACK COAT 2 1/2" BINDER (LOWER LAYER) COMPACTED SUBGRADE 10" DENSE GRADED AGGREGATE BASE COURSE (1-1/4") LANDING AREA (5'x5' @ MAX. 2% IN ANY DIRECTION) ADA PARKING STALL (MAX. 2% IN ANY DIRECTION) SIDEWALK FLUSH WITH PARKING DECK LANDING AREA (5'x5' @ MAX. 2% IN ANY DIRECTION) ADA PARKING STALL (MAX. 2% IN ANY DIRECTION) NO PARKING AREA (MAX. 2% IN ANY DIRECTION) LANDING AREA (5'x5' @ MAX. 2% IN ANY DIRECTION) 1:12 M A X . SLO P E 1:12 M A X . SLO P E 5'-0" 6'-0" 6'-0" NOTES: PROVIDE DETECTABLE WARNING CONSISTING OF RAISED TRUNCATED DOMES OF SIZE, SPACING AND CONTRAST REQUIRED BY ADA GUIDELINES. WISDOT SDD 8D5 (PATINA IRON) NOT TO SCALE ADA RAMP DETAIL (TYPE 1)G ACCEPT REJECT 7"24" 6" 1.5"4.5" 1.0' 6" 6" 7.5" 1-1/4" DENSE GRADED AGGREGATE BASE COURSE 7"24" 1.0' 6" 6"1-1/4" DENSE GRADED AGGREGATE BASE COURSE 6" 31" 3/4" R 2" R 3/4" R 2" R 31" 1/4" R1/4" R TIE-BAR IF ADJACENT TO CONCRETE (NO.4 X 2'-0" TIE BARS SPACED AT 3'-0" C-C) TIE-BAR IF ADJACENT TO CONCRETE (NO.4 X 2'-0" TIE BARS SPACED AT 3'-0" C-C) SLOPE 1:12 M A X . SECTION A-A A A SLOPE 1:12 M A X . PROVIDE DETECTABLE WARNING SURFACE COMPLYING WITH ADA REQUIREMENTS (SEE NOTE BELOW) 6" CURB FACE 0" CURB FACE 2'-0" 4'-0" 5'-0" 6'-0" PLAN NOTES: PROVIDE DETECTABLE WARNING CONSISTING OF RAISED TRUNCATED DOMES OF SIZE, SPACING AND CONTRAST REQUIRED BY ADA GUIDELINES. WISDOT SDD 8D5 (PATINA IRON). NOT TO SCALE ADA RAMP DETAILH CL 1.5" 8"8" 3500 PSI CONCRETE (MIN.) VEHICLES WITH VET OR DIS PLATES OR STATE DISABLED CARD THIS SPACE RESERVED PARKING NOT TO SCALE HANDICAP SIGN & POSTF 1/2" RADIUS GREEN BLUE WHITE GREEN VAN ACCESSIBLE THIS SPACE RESERVED PARKING VEHICLES WITH VET OR DIS PLATES OR STATE DISABLED CARD CAP TOP OF STEEL PIPE 3/8" BLACK STEEL BOLT NOTE: PROVIDE ADDITIONAL SIGN "VAN ACCESSIBLE" BELOW THE SYMBOL OF ACCESSIBILITY, WHEN PROVIDING A MIN. 8" WIDE ACCESS AISLE. SIGN SHOULD BE LOCATED SO IT CANNOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. 12" 18" 12" 18" 42" 36" 12" 18" 3/8" ZINC PLATED ANCHOR BOLT AND NUT 2 1/2" SQUARE X 18" 2 1/4" SQUARE X 36" 3/8" ZINC PLATED ANCHOR BOLT AND NUT 2" STEEL TUBULAR SQUARE UPPER SECTION ALL HOLES 7/16" SPACED 1" C-C ALL FOUR SIDES NOT TO SCALE 31" CONCRETE CURB AND GUTTER SECTIONA NOTES: 1.PUBLIC ADA RAMP SHALL BE CONSTRUCTED PER CITY OF MUSKEGO STANDARDS. 2.CONTRACTOR TO VERIFY ADA RAMP DETAIL WITH CITY AND ADJUST AS NEEDED. 3.PROVIDE DETECTABLE WARNING CONSISTING OF RAISED TRUNCATED DOMES OF SIZE, SPACING AND CONTRAST REQUIRED BY ADA GUIDELINES. 4.DETECTABLE WARNINGS SHALL BE PER WISDOT SDD 8D5 STANDARDS (PATINA IRON). PROVIDE DETECTABLE WARNING SURFACE COMPLYING WITH ADA REQUIREMENTS (SEE NOTE BELOW) SLOPE 1:12 MAX EDGE OF ASPHALT 6'-0" EDGE OF ASPHALT NOT TO SCALE ADA RAMP DETAILI FINISHED GRADE NOT TO SCALE CONCRETE PAVEMENT WITH INTEGRAL CURBD ADJACENT PAVEMENT 6" DENSE GRADED AGGREGATE BASE COURSE (3/4") COMPACTED SUBGRADE 5" CONCRETE SIDEWALK SLOPE PER PLAN 2" R 12"12" AS SHOWN ON PLAN 6" 6" NOT TO SCALE PAVEMENT MARKING DETAILJ NOT TO SCALE ASPHALT TRAIL DETAILK 6'-0" NOT TO SCALE 6' CURB TAPERL PAVEMENT EDGE EXPANSION JOINT 1:12 MAX. SLOPOE EXISTING WALK 1.CITY RESUBMITTAL 3/23/16 TPM NOT TO SCALE SANITARY EXTERNAL DROP MANHOLE DETAILM COMPACTED SUBGRADE 6"6" 2% TYPICAL 6" OF 3/4 " CRUSHED LIMESTONE T.B. TOPSOIL, FERTILIZE, SEED AND MULCH 3" SURFACE COURSE, STATE GRADATION NO. 3 BITUMINOUS CONCRETE (E-0.3, 9.5 mm) 3' MIN. (MATCH TO EXISTING TRAIL WIDTH) 2.CITY RESUBMITTAL 5/27/16 TPM DE T A I L S DRAWING NO. DRAWN BY: DATE: PROJECT NO: CHECKED BY: APPROVED BY: NO. REVISION DATE BY SHEET NO.: PA R K L A N D T O W N E C E N T E R MU S K E G O , W I S C O N S I N 15577 DETAILS.dwg www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 TH E G R O U PSingle Source. Sound Solutions. TPM 12-4-15 15577 JBL CTC C 402 Fi l e : I: \ E N E R C O N \ 1 5 5 7 7 _ N e w P a r k l a n d M a l l \ 0 6 0 C A D \ C - C i v i l \ 5 0 0 P r o d u c t i o n - C i v i l P l a n s \ 5 0 7 - D e t a i l s \ 1 5 5 7 7 D E T A I L S . d w g NOTES: 1. CONSTRUCT MANHOLE IN ACCORDANCE WITH FILE NO. 12 OF THE STATE STANDARD SPECIFICATIONS FOR SEWER AND WATER. 3.5.0 AND 8.39.0 2. ADJUST FRAME TO GRADE WITH CONCRETE RINGS OF VARIABLE THICKNESS. MAXIMUM RING HEIGHT = 6". MINIMUM RING HEIGHT = 2". CONCRETE RINGS SHALL BE REINFORCED WITH ONE LINE OF STEEL CENTERED WITHIN THE RING. WHERE NECESSARY RINGS SHALL BE GROOVED TO RECEIVE STEP. 3. CONCRETE AND REINFORCEMENT STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM DESIGNATION C-478. 4. JOINTS SHALL BE WATERTIGHT AND SHALL BE MADE USING MORTAR, FLEXIBLE PLASTIC GASKETS OR RUBBER TYPE GASKETS FOR STORM MANHOLES. 5. AREA OF CIRCUMFERENTIAL STEEL = 0.12 SQ. INCH PER LINEAL FOOT MIN. 6. 3" OF BEDDING STONE UNDER BASE REQUIRED ON WET SUB-GRADE. 7. ALL SANITARY MANHOLES SHALL BE PROVIDED WITH SELF-SEALING CONCEALED PICK HOLES, WITH NO VENTS. BOLTED-DOWN COVERS REQUIRED OUTSIDE PAVEMENT AREAS. 8.FRAME 8 CHIMNEY SEAL SHALL HAVE AN INTERNAL RUBBER SLEEVES. APPROVED PRODUCTS INCLUDE CRETEX SPECIALITY PRODUCTS AND NPC FLEXRIB SEAL. FRAME & CHIMNEY SEALANTS SHALL BE IN ACCORDANCE TO STANDARD SPECIFICATIONS FOR SEWER AND WATER 8.42.0. 9.FLAT DECK SHALL BE RATED FOR HS20 TRAFFIC LOADING. 10.PRECAST SANITARY MANHOLE SHALL BE AN ANCHORED MANHOLE FRAME & COVER PER THE STANDARD SPECIFICATIONS FOR SEWER AND WATER FILE NO. 32. 11.MANHOLES SHALL HAVE AN EXTERNAL JOINT WRAP UTILIZING ONE OF THE FOLLOWING. PER STANDARD SPEC. 3.2.12. -MACWRAP EXTERNAL JOINT SEALER -ESKY WRAP -CADDILLOC INC. NOT TO SCALE PRECAST SANITARY MANHOLEB PRECAST REINFORCED CONCRETE FLAT DECK CONCRETE ADJUSTING RINGS (2 RINGS MIN.) FINISHED GRADE 1'-4" MIN. 26 1/4" VARIES 9" MAX. FLAT-TOP SECTION MANHOLE STEPS 3/8" DIA. STEEL REINFORCING ROD WITH MOLDED PLASTIC COVER PIPE TO MANHOLE CONNECTION SHALL BE IN ACCORDANCE TO STANDARD SPECIFICATIONS FOR SEWER AND WATER3.5,7. ACCEPTABLE PRODUCT SHALL BE NPC KOR-N-SEAL HIGH PRESSURE SERIES. NEENAH R-1661-B (NON-MODERNIZED) OR EAST JORDAN 1641 PRECAST CONCRETE SOLID BOTTOM CONCRETE BENCHING CAST-IN-PLACE PRECAST MANHOLE SECTIONS NOTE: PROVIDE A MINIMUM 1/2" DIA. HOLE FOR LEAKAGE TEST, NOT GREATER THAN 2' ABOVE LOWEST PIPE. 48" 16" 4" D 6" 6" 0.5D 2" 4.5" MIN. MANHOLE SIZES (UNLESS OTHERWISE NOTED) PIPE DIA. [D]MANHOLE DIA.WALL THICKNESS * ALL PUBLIC MANHOLES SHALL BE A MINIMUM OF 48" IN DIAMETER. 8" THRU 27" 30" 36" 42" 3'-6" 4'-0" 5'-0" 6'-0" 5" 6" 7" 4 1/2" BENCH SLOPE -SANITARY MANHOLE 2" PER FOOT NOTES: 1. CONSTRUCT MANHOLE IN ACCORDANCE WITH FILE NO. 12 OF THE STATE STANDARD SPECIFICATIONS FOR SEWER AND WATER. 2. ADJUST FRAME TO GRADE WITH CONCRETE RINGS OF VARIABLE THICKNESS. MAXIMUM RING HEIGHT = 6". MINIMUM RING HEIGHT = 2". CONCRETE RINGS SHALL BE REINFORCED WITH ONE LINE OF STEEL CINTERED WITHIN THE RING. WHERE NECESSARY RINGS SHALL BE GROOVED TO RECEIVE STEP. 3. CONCRETE AND REINFORCEMENT STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM DESIGNATION C-478. 4. JOINTS SHALL BE WATERTIGHT AND SHALL BE MADE USING MORTAR, FLEXIBLE PLASTIC GASKETS OR RUBBER TYPE GASKETS FOR STORM MANHOLES. 5. AREA OF CIRCUMFERENTIAL STEEL = 0.12 SQ. INCH PER LINEAL FOOT MIN. 6. 3" OF BEDDING STONE UNDER BASE REQUIRED ON WET SUB-GRADE. NOT TO SCALE PRECAST STORM MANHOLEA PRECAST REINFORCED CONCRETE ECCENTRIC CONE STANDARD CONCRETE ADJUSTING RINGS (2 RINGS MIN.) FINISHED GRADE CONE-TOP SECTION TYPE III JOINT REQUIRED FOR ALL STORM MANHOLES 1'-4" MIN. 26 1/4" VARIES 9" MAX. 33" FOR 3'-6" MANHOLE 48" FOR 4'-0" MANHOLE FLAT-TOP SECTION MANHOLE STEPS 3/8" DIA. STEEL REINFORCING ROD WITH MOLDED PLASTIC COVER SPACE BETWEEN PIPE AND PRECAST MANHOLE WALL TO BE FILLED WITH BRICK AND MORTAR INTO PLACE. THE ANNULAR SPACE BETWEEN THE PIPE AND MANHOLE WILL SHALL BE FILLED WITH FLEXIBLE BUTYL RUBBER GASKET MATERIAL BELOW SURFACE OF BENCH OR SPRINGLINE. CONCRETE ADJUSTING RINGS FINISHED GRADE NEENAH R-1550 WITH TYPE B SEALING LID PRECAST CONCRETE SOLID BOTTOM PRECAST MANHOLE SECTIONS NOTE: PROVIDE A MINIMUM 1/2" DIA. HOLE FOR LEAKAGE TEST, NOT GREATER THAN 2' ABOVE LOWEST PIPE. 1'-4" MIN.VARIES 9" MAX. VARIES 16" 4" D 6" 4.5" MIN. MANHOLE SIZES (UNLESS OTHERWISE NOTED) PIPE DIA. [D]MANHOLE DIA.WALL THICKNESS * ALL PUBLIC MANHOLES SHALL BE A MINIMUM OF 48" IN DIAMETER. 8" THRU 27" 30" 36" 42" 3'-6" 4'-0" 5'-0" 6'-0" 5" 6" 7" 4 1/2" NOT TO SCALE CATCH BASINC CURB INLET LOCATION SECTION > CURB INLET WITHIN CURB & GUTTER >> CATCH BASIN WITHIN PAVEMENT AREA NOTES: 1.ADJUST FRAME TO GRADE WITH CONCRETE RINGS OF VARIABLE THICKNESS. MAXIMUM RING HEIGHT = 6". MINIMUM RING HEIGHT = 2". CONCRETE RINGS SHALL BE REINFORCED WITH ONE LINE OF STEEL CENTERED WITHIN THE RING. WHERE NECESSARY RINGS SHALL BE GROOVED TO RECEIVE STEP. 2.CONCRETE AND REINFORCEMENT STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM DESIGNATION C-478. 3.SPACE BETWEEN PIPE AND PRECAST MANHOLE WALL TO BE FILLED WITH BRICK MORTARED IN PLACE EXCEPT THAT AN APPROVED FLEXIBLE WATERTIGHT PIPE TO MANHOLE SEAL IS REQUIRED FOR ALL FLEXIBLE SANITARY SEWER CONNECTIONS. THE ANNULAR SPACE BETWEEN THE PIPE AND MANHOLE WALL SHALL BE FILLED WITH FLEXIBLE BUTYL RUBBER GASKET MATERIAL BELOW SURFACE OF BENCH OR SPRINGLINE. 4.AREA OF CIRCUMFERENTIAL STEEL = 0.12 SQ INCH PER LINEAR FOOT MIN. 5.3" BEDDING OF STONE UNDER BASE REQUIRED ON WET SUB-GRADE. CURB SIDE C.B. FRAME AND GRATE PAVEMENT / LANDSCAPE C.B. FRAME AND GRATE TOP OF CURB FLOW LINE OF GUTTER VARIES 48" DIA. 12" STORM LEAD SEE STORM STRUCTURE TABLE NEENAH FRAME AND GRATE INFORMATION FINAL GRADE PRECAST SHIMS 1/2" MORTAR BACKPLASTER 4" PERFORATED DRAIN TILE 4" PERFORATED DRAIN TILE 5" PRECAST STORM LEAD STRUCTURE FOOTING CLASS "D" CONCRETE VARIES 48" DIA. 10' MIN.10' MIN. 12" STORM SEWER (SIZE AND LOCATION VARIES) STORM SEWER (SIZE AND LOCATION VARIES) CATCH BASIN WITHIN PAVEMENT AREA 4" PERFORATED DRAIN TILE (10' MIN. LENGTH PROPOSED CURB & GUTTER STORM SEWER (SIZE AND LOCATION VARIES) CATCH BASIN WITHIN CURB & GUTTER 4" PERFORATED DRAIN TILE (10' MIN. LENGTH) DRAIN TILE TO BE INSTALLED UNDER GUTTER & ASPHALT INTERFACE 4" PERFORATED DRAIN TILE (10' MIN. LENGTH) NOTE: DRAIN TILE SHALL HAVE TWO (2) SEGMENTS POSITIONED ALONG THE GUTTER & ASPHALT INTERFACE. NOTE: DRAIN TILE SHALL HAVE TWO (2) SEGMENTS AT 90° ANGLES FROM ONE ANOTHER. 18" MAX. 4" MIN.4" MIN. 4" MIN. 1'-4" MIN. 8" MIN. PROPOSED FINAL GRADE ASPHALT PAVEMENT CRUSHED AGGREGATE BASE COURSE SUBGRADE GEOTEXTILE FABRIC TO BE OVERLAPPED BY 4" MIN. GEOTEXILE FABRIC TYPE DF SCHEDULE A 4" DIA. PCP PERFORATED DRAIN TILE. SLOPE MIN. 1/8" PER FOOT TO INLET 1" CLEAR STONE NOT TO SCALE TYPICAL HYDRANT DETAILSD STRUCTURE TABLE STRUCTURE ID STRUCTURE DIAMETER NEENAH CASTING MH 1 6'-0"R-1550 MH3 6'-0"R-1550 MH5 7'-0"R-1550 MH6 6'-0"R-1550 MH7 5'-0"R-1550 OCS1 6'-0"R-1648 CB1 5'-0"R-3228-BD CB1A 5'-0"R-3228-BD CB2 4'-0"R-3228-BD CB2A 4'-0"R-3228-BD CB3 5'-0"R-3228-BD CB3A 5'-0"R-3228-BD CB4 4'-0"R-3228-BD CB4A 4'-0"R-3228-BD CB5 5'-0"R-3228-BD CB5A 5'-0"R-3228-BD CB6 4'-0"R-3228-BD CB6A 4'-0"R-3228-BD CB7 4'-0"R-3228-BD CB7A 4'-0"R-3228-BD CB8 4'-0"R-2561 CB9 4'-0"R-3228-BD CB9A 4'-0"R-3228-BD CB10 7'-0"R-3228-BD CB10A 7'-0"R-3228-BD CB11 7'-0"R-3228-BD CB11A 7'-0"R-3228-BD CB12 4'-0"R-3228-BD CB12A 4'-0"R-3228-BD CB13 4'-0"R-2561 CB14 4'-0"R-2561 CB 15 4'-0"R-2561 CB 16 4'-0"R-2561 CB 16A 4'-0"R-2561 CB 17 4'-0"R-3228-BD 1.CITY RESUBMITTAL 3/23/16 TPM STRUCTURE TABLE STRUCTURE ID STRUCTURE DIAMETER NEENAH CASTING SAN MH 1 4'-0"R-1661 SAN MH 2 4'-0"R-1661 SAN MH 4 4'-0"R-1661 SAN MH 5 4'-0"R-1661 2.CITY RESUBMITTAL 5/27/16 TPM DE T A I L S DRAWING NO. DRAWN BY: DATE: PROJECT NO: CHECKED BY: APPROVED BY: NO. REVISION DATE BY SHEET NO.: PA R K L A N D T O W N E C E N T E R MU S K E G O , W I S C O N S I N 15577 DETAILS.dwg www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 TH E G R O U PSingle Source. Sound Solutions. TPM 12-4-15 15577 JBL CTC C 403 Fi l e : I: \ E N E R C O N \ 1 5 5 7 7 _ N e w P a r k l a n d M a l l \ 0 6 0 C A D \ C - C i v i l \ 5 0 0 P r o d u c t i o n - C i v i l P l a n s \ 5 0 7 - D e t a i l s \ 1 5 5 7 7 D E T A I L S . d w g NOT TO SCALEA OUTLET CONTROL MANHOLE CONSTRUCTION CONDITIONS POND LINER: TYPE B LINERS—FOR SITES WITH MEDIUM POTENTIAL FOR GROUNDWATER POLLUTION OR WHERE NEED FOR A FULL POOL LEVEL IS HIGH. THEY INCLUDE: •HIGH DENSITY POLYETHYLENE (HDPE) •POLYETHYLENE POND LINER (PPL) HDPE LINER CRITERIA: a.MINIMUM THICKNESS SHALL BE 40 MILS. b.DESIGN ACCORDING TO THE CRITERIA IN TABLE 3 OF THE NRCS 313, WASTE STORAGE FACILITY TECHNICAL STANDARD. c.INSTALL ACCORDING TO NRCS WISCONSIN CONSTRUCTION SPECIFICATION 202, POLYETHYLENE GEOMEMBRANE LINING. PPL LINER CRITERIA: a.MINIMUM THICKNESS SHALL BE 30 MILS. b.ALL OTHER CRITERIA SAME AS FOR TYPE A HDPE LINER. CLEARING AND SUBGRADE PREPARATION: ALL EXISTING TOPSOIL, ROOTMAT, AND ANY OTHER SOFT OR UNSUITABLE MATERIALS SHALL BE REMOVED FROM THE CLEARING AND STRIPPING LIMITS. PRIOR TO INITIATION OF FILL PLACEMENT, THE STRIPPED AREA SHALL BE OBSERVED BY AN EXPERIENCED GEOTECHNICAL ENGINEER OR HIS AUTHORIZED REPRESENTATIVE TO AID IN LOCATING UNSUITABLE AND/OR HIGHLY PLASTIC MATERIALS WHICH REQUIRE COMPLETE AND/OR PARTIAL REMOVAL. THE PREPARATION OF FILL SUBGRADES OF EMBANKMENTS SHALL BE OBSERVED ON A FULL-TIME BASIS BY AN EXPERIENCED GEOTECHNICAL ENGINEER OR HIS AUTHORIZED REPRESENTATIVE TO ENSURE THAT ALL UNSUITABLE MATERIALS HAVE BEEN COMPLETELY REMOVED. FILL PLACEMENT: FILL MATERIALS SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL RECOMMENDATIONS. THE FOOTPRINT OF THE EMBANKMENT AREAS SHALL BE WELL DEFINED, INCLUDING THE LIMITS OF THE FILL ZONES, AT THE TIME OF FILL PLACEMENT, WITH GRADE CONTROL MAINTAINED THROUGHOUT THE FILL PLACEMENT OPERATIONS. ALL FILL OPERATIONS SHALL BE OBSERVED ON A FULL-TIME BASIS BY A QUALIFIED SOIL TECHNICIAN, WHO SHALL PERFORM IN PLACE DENSITY TESTS TO DETERMINE IF MINIMUM COMPACTION REQUIREMENTS ARE BEING MET. FILL MATERIALS SHALL NOT BE PLACED ON FROZEN SOILS. SIMILARLY, BORROW FILL MATERIALS SHALL NOT CONTAIN FROZEN MATERIALS AT THE TIME PLACEMENT. ALL FROZEN SOILS, FROM BOTH SUBGRADE AND FILL, SHALL BE REMOVED PRIOR TO CONTINUATION OF FILL OPERATIONS. ALL AREAS RECEIVING FILL SHALL BE GRADED TO FACILITATE POSITIVE DRAINAGE OF ANY FREE WATER ASSOCIATED WITH PRECIPITATION AND SURFACE RUNOFF. BASIN 806.0 805.54 800.00 795.00 TOP OF BERM MIN. (FT) BOTTOM ELEVATION (FT) HWL (FT) NWL (FT) WET DETENTION BASIN CONSTRUCTION INFORMATION WET DETENTION POND 6" 1 10* NOT TO SCALE WET DETENTION BASIN CROSS SECTIONE 1 3 1 4 1 3 806.0 805.50 10' 0.50' 805.50BASIN HEIGHT (FT)(min.) WIDTH (FT) CREST ELEVATION (FT) TOP OF BERM (FT) EMERGENCY SPILLWAY CONSTRUCTION INFORMATION WET DETENTION POND 100-YEAR HWL (FT) NOT TO SCALE EMERGENCY SPILLWAY BASINC ≥ 3 ≥ 2 1 1 ≥ 3 1 2' MIN.8' MIN. (FOR 3' PONDING AGAINST THE EMBANKMENT) PRIMARY PRINCIPLE OUTLET ACTIVE STORAGE VOLUME 100 YEAR STORAGE ELEVATION 1' NOT TO SCALE TYP. EMBANKMENT CROSS SECTION FOR WET DETENTION PONDB ORIFICE DIAMETER = 4.0" INVERT ELEVATION = 800.00 MANHOLE FRAME AND COVER SHALL BE NEENAH NO. R-2540 OR EQUAL WITH TYPE A GRATE RIM ELEV. = 806.87 (SECTION A'-A')(SECTION B'-B') 24" PIPE 24" PIPE INVERT ELEV. 800.00 INVERT ELEV. 800.00 4.0" ORIFICE CONCRETE DIVIDER MANHOLE STEPS MASTIC SEALER BETWEEN FRAME AND TOP RIM ELEV. = REFER TO GRADING PLAN 6 FT DIA. MANHOLE STEPS SHALL BE PLACED OVER THE OUTLET PIPE PRECAST CONCRETE MANHOLE SECTION PRECAST CONCRETE MANHOLE BASE A' A' B ' B' (PLAN) I N L E T OUTLET POND VEGETATION: SEED TOPSOIL AREAS PER LANDSCAPE PLAN TOP OF BERMTOP WIDTH BERM TYP. 10 FT HIGH WATER LEVEL ELEVATION (100-YR) NORMAL WATER LEVEL ELEVATION BOTTOM ELEVATION AGRI-DRAIN CORPORATION ANTI SEEP COLLAR (2 ANTI-SEEP COLLARS FOR 20' LONG OUTLET PIPE AND LONGER) *SAFETY SHELF SAFETY SHELF SHALL BE 10 FOOT WIDE. INSTALL RIP-RAP AT OUTLET PER RIP-RAP DETAIL. (RIP-RAP NOT SHOWN HERE FOR CLARITY) TO OUTLET CONTROL MH FREEBOARD 12" GENERAL EARTH FILL TOP OF BERM ELEVATION SYNTHETIC TURF REINFORCED MATTING. WISDOT CLASS 3 TYPE D. CREST ELEVATION LAYER OF GEOXTEXTILE AND WEED CONTROL FABRICS HEIGHT WIDTH 1 20 MIN 6" STRIPPED TOPSOIL UNDER EMBANKMENT EMERGENCY SPILLWAY ELEVATION CORE TRENCH OR KEYWAY PERMANENT POOL SAFETY SHELF 8' MIN. 10:1 MAX. TOP WIDTH 4' MIN. (10'MIN. FOR MAINTENANCE) NOTES: 1.INSTALL RIPRAP WHERE SHOWN ON PLANS. 2.FOR PERMANENT POOL (WET) DETENTION BASINS: EXTEND RIP-RAP FROM OUTFALL TO AT LEAST 5 FEET BEYOND THE NORMAL WATER LEVEL. 3.INSTALL MEDIUM RIPRAP PER DOT STANDARD SPECIFICATIONS FOR HIGHWAY AND STRUCTURE CONSTRUCTION 4.INSTALL TYPE HR GEOTEXTILE FABRIC PER DOT STANDARD SPECIFICATIONS PER HIGHWAY AND STRUCTURE CONSTRUCTION. 5.WHERE RIP-RAP IS REQUIRED AT AN AREA PER PLAN, AND THERE IS NO OUTFALL PIPE, THE RIP RAP SHALL BE PLACED A MINIMUM 6 FEET WIDE. 6.RIP-RAP SHALL EXTEND THE ENTIRE LENGTH OF THE SAFETY SHELF. NOT TO SCALE RIP-RAP DISCHARGE APRONF CHANNELIZE AND DEPRESS RIP-RAP ALONG MIDLINE TO PREVENT FLOW FROM CIRCUMVENTING THE PATH OF THE RIP-RAP. MAKE TOP OF RIP-RAP FLUSH WITH EXISTING GROUND SURFACE AT EDGES. STANDARD APRON ENDWALL TYPE HR GEOTEXTILE FABRIC 1.5' MIN. 1' VA R I E S 1' WEIR DRY BASIN 809.0 808.50 10' 0.50' 806.42 806.37 805.70 806.37 805.70 804.25 12" SUMP SYNTHETIC LINER, TYPE B PER WDNR TECHNICAL STANDARD 1001 (HDPE OR PPL) SYNTHETIC LINER, TYPE B PER WDNR TECHNICAL STANDARD 1001 (HDPE OR PPL) SECTION THROUGH TURF REINFORCEMENT MATTING GENERAL EARTH FILL TOP OF ASPHALT TRAIL WIDTH 1 20 SECTION THROUGH ASPHALT TRAIL NOTE: REFER TO ASPHALT SECTION FOR MATERIAL STRUCTURE ON SHEET C401 NOT TO SCALE 6$1,7$5<5,6(5D 1.CITY RESUBMITTAL 3/23/16 TPM MINIMUM 6" CLAY SOIL OVER TOP OF SYNTHETIC LINER MINIMUM 6" CLAY SOIL OVER TOP OF SYNTHETIC LINER RIP-RAP CROSS SECTION DOWNSTREAM OF OUTFALL ANCHOR GEOTEXTILE PER MANUFACTURER'S RECOMMENDATIONS TYPE HR GEOTEXTILE FABRIC MEDIUM RIP-RAP (1.5' MIN THICKNESS) COMPACTED SUBGRADE 2.CITY RESUBMITTAL 5/27/16 TPM SYNTHETIC LINER, TYPE B PER WDNR TECHNICAL STANDARD 1001 (HDPE OR PPL) SYNTHETIC LINER, TYPE B PER WDNR TECHNICAL STANDARD 1001 (HDPE OR PPL) EXTEND RIP-RAP THE LENGTH OF SAFETY SHELF. SP E C I F I C A T I O N S DRAWING NO. DRAWN BY: DATE: PROJECT NO: CHECKED BY: APPROVED BY: NO. REVISION DATE BY SHEET NO.: PA R K L A N D T O W N E C E N T E R MU S K E G O , W I S C O N S I N 15577 SPECS.dwg www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 TH E G R O U PSingle Source. Sound Solutions. TPM 9-15-15 15577 JBL CTC C 500 Fi l e : I: \ E N E R C O N \ 1 5 5 7 7 _ N e w P a r k l a n d M a l l \ 0 6 0 C A D \ C - C i v i l \ 5 0 0 P r o d u c t i o n - C i v i l P l a n s \ 5 0 8 - S p e c i f i c a t i o n s \ 1 5 5 7 7 S P E C S . d w g EARTH MOVING: 1.ALL EARTH WORK SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER PRESENTED IN THE SITE GEOTECHNICAL REPORT. IN THE FIELD AND THESE SPECIFICATIONS. IN CASE OF CONFLICT BETWEEN THESE SPECIFICATIONS AND THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER, THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER SHALL GOVERN. 2.CONTRACTOR SHALL PROVIDE MATERIAL TEST REPORTS FROM A QUALIFIED TESTING AGENCY INDICATING TEST RESULTS FOR CLASSIFICATION ACCORDING TO ASTM D2487 AND LABORATORY COMPACTION CURVES ACCORDING TO ASTM D 1557 FOR EACH ON-SITE AND OFF-SITE SOIL MATERIAL PROPOSED FOR FILL AND BACKFILL. 3.CONTRACTOR SHALL PROVIDE PREEXCAVATION PHOTOS OR VIDEOS SHOWING EXISTING CONDITIONS OF ADJOINING STRUCTURES AND SITE IMPROVEMENTS THAT MIGHT BE MISCONSTRUED AS DAMAGE CAUSED BY EARTHWORK OPERATIONS. 4.OLD BUILDING FOUNDATIONS, BUILDING REMNANTS OR UNSUITABLE BACKFILL MATERIAL SHALL BE COMPLETELY REMOVED FROM WITHIN AND A MINIMUM OF 10 FEET BEYOND THE NEW BUILDING PAD AREAS. THE RESULTING EXCAVATION SHALL BE BACKFILLED WITH COMPACTED ENGINEERED FILL. 5.FOUNDATIONS, FOUNDATION WALLS OR CONCRETE FLOOR SLABS SHALL BE REMOVED TO A MINIMUM OF TWO FEET BELOW PROPOSED SUBGRADE WITHIN PROPOSED PARKING AND GREENSPACE AREAS. BASEMENT SLABS LOCATED BELOW 2 FEET FROM PLANNED SUBGRADE ELEVATION MAY BE LEFT IN PLACE BUT SHALL BE BROKEN INTO MAXIMUM 6 INCH PIECES TO FACILITATE DRAINAGE. 6.SATISFACTORY SOILS FOR FILL: ASTM D 2487 SOIL CLASSIFICATION GROUPS GW, GP, GM, SW, SP, AND SM OR A COMBINATION OF THESE GROUPS; FREE OF ROCK OR GRAVEL LARGER THAN 3 INCHES IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION, AND OTHER DELETERIOUS MATTER OR ANY SOIL GROUP OR COMBINATION OF GROUPS APPROVED OF BY THE PROJECT GEOTECHNICAL ENGINEER. 7.UNSATISFACTORY SOILS FOR FILL: SOIL CLASSIFICATION GROUPS GC, SC, CL, ML, OL, CH, MH, OH, AND PT ACCORDING TO ASTM D 2487 OR A COMBINATION OF THESE GROUPS UNLESS DEEMED SATISFACTORY BY THE PROJECT GEOTECHNICAL ENGINEER. UNSATISFACTORY SOILS ALSO INCLUDE SOILS NOT MAINTAINED WITHIN 3 PERCENT OF OPTIMUM SOIL MOISTURE CONTENT AT THE TIME OF COMPACTION. 8.AGGREGATE BASE COURSE BENEATH PAVEMENTS: SHALL BE 1-1/4” DENSE GRADED BASE COURSE CONFORMING TO SECTION 305 OF THE STATE OF WISCONSIN STANDARD SPECIFICATIONS FOR HIGHWAY AND STRUCTURE CONSTRUCTION, LATEST EDITION. 9.ENGINEERED FILL: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED STONE, AND NATURAL OR CRUSHED SAND; ASTM D 2940; WITH AT LEAST 90 PERCENT PASSING A 1-1/2-INCH (37.5-MM) SIEVE AND NOT MORE THAN 12 PERCENT PASSING A NO. 200 SIEVE OR ANY SOIL DEEMED ACCEPTABLE FOR ENGINEERED FILL BY THE PROJECT GEOTECHNICAL ENGINEER. ENGINEERED FILL SHALL BE FREE OF ORGANIC, FROZEN, OR OTHER DELETERIOUS MATERIAL AND HAVE A MAXIMUM PARTICLE SIZE LESS THAN 3 INCHES. CLAY FILLS SHALL HAVE A LIQUID LIMIT OF LESS THAN 49 AND PLASTICITY INDEX BETWEEN 11 AND 25. 10.BEDDING COURSE FOR SEWERS AND WATER SERVICE: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED STONE, AND NATURAL OR CRUSHED SAND CONFORMING TO THE REQUIREMENTS OF SECTION 8.43.2 OF THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN, LATEST EDITION. 11.DRAINAGE COURSE BENEATH BUILDING SLABS: NARROWLY GRADED MIXTURE OF WASHED, CRUSHED STONE, OR CRUSHED OR UNCRUSHED GRAVEL; ASTM D 448; COARSE-AGGREGATE GRADING SIZE 57; WITH 100 PERCENT PASSING A 1-1/2-INCH (37.5-MM) SIEVE AND 0 TO 5 PERCENT PASSING A NO. 8 SIEVE. 12.TRENCH BACKFILL MATERIAL SHALL BE GRANULAR BACKFILL IN ACCORDANCE WITH SECTION 8.43.4 OF THE STANDARD SPECIFICATIONS BENEATH AND WITHIN FIVE FEET OF PAVEMENT AREAS; COMPACTED SPOIL BACKFILL IN ACCORDANCE WITH SECTION 8.43.5 OF THE STANDARD SPECIFICATIONS MAY BE USED BENEATH LANDSCAPE AREAS. 13.PIPE COVER MATERIAL: CONFORM TO SECTION 8.43.3 OF THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN, LATEST EDITION. 14.PREVENT SURFACE WATER AND GROUND WATER FROM ENTERING EXCAVATIONS, FROM PONDING ON PREPARED SUBGRADES, AND FROM FLOODING PROJECT SITE AND SURROUNDING AREA. 15.SHORING, SHEETING AND BRACING: SHORE, BRACE OR SLOPE BANKS OF EXCAVATION TO PROTECT WORKWEN, BANKS, ADJACENT PAVING, STRUCTURES, AND UTILITIES TO MEET OSHA REQUIREMENTS. DESIGN OF TEMPORARY SUPPORT OF EXCAVATION IS THE RESPONSIBILITY OF THE CONTRACTOR. 16.EXCAVATE TO SUBGRADE ELEVATIONS REGARDLESS OF THE CHARACTER OF SURFACE AND SUBSURFACE CONDITIONS ENCOUNTERED. UNCLASSIFIED EXCAVATED MATERIALS MAY INCLUDE ROCK, SOIL MATERIALS, AND OBSTRUCTIONS. NO CHANGES IN THE CONTRACT SUM OR THE CONTRACT TIME WILL BE AUTHORIZED FOR ROCK EXCAVATION OR REMOVAL OF OBSTRUCTIONS. 17.PROOF-ROLL SUBGRADE BELOW THE BUILDING SLABS AND PAVEMENTS WITH FULLY LOADED TANDEM AXLE DUMP TRUCK OR RUBBER TIRED VEHICLE OF SIMILAR SIZE AND WEIGHT, TYPICALLY 9 TONS/AXLE, WHERE COHESIVE SOILS ARE ENCOUNTERED OR WITH A SMOOTH DRUMMED VIBRATORY ROLLER WHERE GRANULAR SOILS ARE PRESENT. DO NOT PROOF-ROLL WET OR SATURATED SUBGRADES AND PROOFROLL IN DRY WEATHER. PROOF ROLL IN PRESENCE OF PROJECT GEOTECHNICAL ENGINEER OR TECHNICIAN. SOILS THAT ARE OBSERVED TO RUT OR DEFLECT EXCESSIVELY UNDER THE MOVING LOAD (TYPICALLY >1”) SHALL BE UNDERCUT AND REPLACED WITH PROPERLY COMPACTED ENGINEERED FILL. IN PAVEMENT AREAS WHERE UNDERCUTS ARE PERFORMED, THE EDGES OF THE OVEREXCAVATIONS SHALL BE FEATHERED INOT THE SURROUNDING SUITABLE SOIL SO THAT EDGE FAILURE OF THE OVEREXCAVATED AREA DOES NOT OCCUR. 18.DUE TO CLAYEY SOILS, IF UNDERCUTS OCCUR WITHIN PAVEMENT AREAS AND THEY ARE BACKFILLED WITH GRANULAR SOILS, THE BOTTOM OF THE OVEREXCAVATION SHALL BE SLOPED TO A DRAINTILE THAT IS IN KIND SLOPED TOWARD THE NEAREST STORM SEWER. MINIMUM SLOPES OF SUCH DRAINTILES SHALL BE 0.5%. 19.CONVENTIONAL DISKING AND AERATION TECHNIQUES SHALL BE USED TO DRY SOILS BEFORE PROOF ROLLING. ALLOT FOR PROPER DRYING TIME IN PROJECT SCHEDULE. 20.ENGINEERED FILL SHALL BE PLACED IN MAXIMUM LIFTS OF EIGHT INCHES OF LOOSE MATERIAL AND COMPACTED WITHIN 3% OF OPTIMUM SOIL MOISTURE CONTENT VALUE AND A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST ASTM D1557. EACH LIFT OF COMPACTED ENGINEERED FILL SHALL BE OBSERVED AND TESTED BY A QUALIFIED GEOTECHNICAL ENGINEER OR TECHNICIAN. 21.EXISTING OLD FILL MATERIAL SHALL BE REMOVED BELOW FOOTINGS OR FOUNDATION SUPPORTING FILL. ENGINEERED FILL BELOW FOOTINGS SHOULD HAVE AN IN-PLACE DENSITY OF 95% OF THE MAXIMUM DRY DENSITY AND A MOISTURE CONTENT WITHIN 3% OF OPTIMUM AS DETERMINED BY ASTM D1557. ENGINEERED FILL BELOW FOOTINGS SHALL BE EVALUATED BY IN-FIELD DENSITY TESTS DURING CONSTRUCTION. 22. WHERE UNSUITABLE BEARING SOILS ARE ENCOUNTERED IN A FOOTING EXCAVATION, THE EXCAVATION SHALL BE DEEPENED TO COMPETENT BEARING SOIL AND THE FOOTING LOWERED OR AN OVEREXCAVATION AND BACKFILL PROCEDURE PERFORMED. OVEREXCATION AND BACKFILL TREATMENT REQUIRES WIDENING THE DEEPENED EXCAVATION IN ALL DIRECTIONS AT LEAST 6 INCHES BEYOND THE EDGE OF THE FOOTING FOR EACH 12 INCHES OF OVEREXCAVATION DEPTH. THE OVEREXCAVATION SHALL BE BACKFILLED UP TO FOOTING BASE ELEVATION IN MAXIMUM 8 INCH LOOSE LIFTS WITH SUITABLE GRANULAR FILL MATERIAL AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY AND A MOISTURE CONTENT WITHIN 3% OF OPTIMUM AS DETERMINED BY ASTM D1557. SOILS AT FOUNDATION BEARING ELEVATION IN THE FOOTING EXCAVATIONS SHALL BE OBSERVED AND TESTED BY A QUALIFIED GEOTECHNICAL ENGINEER OR TECHNICIAN. 23.A MINIMUM OF FOUR INCHES OF DRAINAGE COURSE MAT SHALL BE PLACED BELOW BUILDING FLOOR SLABS. DRAINAGE COURSE SHALL BE COMPACTED TO A MINIMUM OF 95% COMPACTION WITH RESPECT TO THE MODIFIED PROCTOR (ASTM D1557) 24.UTILITY TRENCHES FOR SEWER AND WATER SHALL CONFORM TO CLASS B COMPACTED TRENCH SECTION IN ACCORDANCE WITH FILE NO. 4 OF THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN, LATEST EDITION. 25.BACKFILL UTILITY TRENCHES IN 4 TO 6 INCH LOOSE LIFTS COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557. BACKFILL SHALL BE MOISTURE CONDITIONED TO BE WITH 3% OF OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D1557. 26.UTILITY BEDDING PLACEMENT: CONFORM TO SECTION 3.2.6 OF THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN, LATEST EDITION. BEDDING MATEERIAL SHALL BE COMPACTED TO A MINIMUM OF 90% COMPACTION WITH RESPECT TO THE MODIFIED PROCTOR (ASTM D1557). 27.COMPACTION TESTING OF UTILITY TRENCHES SHALL BE PERFORMED FOR EVERY 200 CUBIC YARDS OF BACKFILL PLACED OR EACH LIFT WITHIN 200 LINEAR FEET OF TRENCH, WHICHEVER IS LESS. 28.AGGREGATE BASE COURSE BENEATH PAVEMENTS SHALL BE PLACED AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY WITH A MOISTURE CONTENT WITHIN 3% OF OPTIMUM AS DETERMINED BY ASTM D1557. AGGREGATE BASE SHALL BE OBSERVED AND TESTED BY A QUALIFIED GEOTECHNICAL ENGINEER OR TECHNICIAN. 29.GRADING GENERAL: UNIFORMLY GRADE AREAS TO A SMOOTH SURFACE, FREE OF IRREGULAR SURFACE CHANGES. COMPLY WITH COMPACTION REQUIREMENTS AND GRADE TO CROSS SECTIONS, LINES, AND ELEVATIONS INDICATED. SLOPE GRADES TO DIRECT WATER AWAY FROM BUILDINGS AND TO PREVENT PONDING. 30.TESTING AGENCY: CONTRACTOR SHALL ENGAGE A QUALIFIED INDEPENDENT GEOTECHNICAL ENGINEERING TESTING AGENCY TO PERFORM FIELD QUALITY-CONTROL TESTING. 31.FOOTING SUBGRADE TESTING: EACH ISOLATED FOOTING SHALL INCLUDE AT LEAST ONE TEST PROBE. TEST PROBES SHALL BE PERFORMED EVERY 20 LINEAR FEET IN CONTINUOUS FOOTINGS. 32.BUILDING SLAB AREA TESTING: AT SUBGRADE AND AT EACH COMPACTED FILL AND BACKFILL LAYER, AT LEAST 1 TEST PER LIFT FOR EVERY 2500 SQ. FT. OR LESS OF BUILDING SLAB, BUT IN NO CASE FEWER THAN 3 TESTS. 33.PAVEMENT AREA TESTING: AT SUBGRADE AND AT EACH COMPACTED FILL AND BACKFILL LAYER, AT LEAST ONE TEST FOR EVERY LIFT FOR EVERY 2,500 SQUARE FEET OF PAVEMENT AREA, BUT IN NO CASES FEWER THAN 3 TESTS. 34.UTILITY TRENCH BACKFILL TESTING: ONE TEST FOR EACH 200 CUBIC YARDS OF FILL BACKFILL PLACED OR ONE TEST PER 200 LINEAR FEET OF TRENCH FOR EACH LIFT; WHICHEVER IS LESS. 35.FOUNDATION WALL BACKFILL: AT EACH COMPACTED BACKFILL LAYER, AT LEAST 1 TEST PER LIFT FOR EACH 50 FEET OR LESS OF WALL LENGTH, BUT NO FEWER THAN 2 TESTS. 36.WHEN TESTING AGENCY REPORTS THAT SUBGRADES, FILLS, OR BACKFILLS HAVE NOT ACHIEVED DEGREE OF COMPACTION SPECIFIED, SCARIFY AND MOISTEN OR AERATE, OR REMOVE AND REPLACE SOIL TO DEPTH REQUIRED; RECOMPACT AND RETEST UNTIL SPECIFIED COMPACTION IS OBTAINED. 37.DISPOSAL: REMOVE SURPLUS SOIL AND WASTE MATERIAL, INCLUDING UNSATISFACTORY SOIL, TRASH, AND DEBRIS, AND LEGALLY DISPOSE OF IT OFF OWNER'S PROPERTY. GENERAL: 1.EXISTING UTILITIES ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY, AND NO RESPONSIBILITY IS ASSUMED BY THE OWNER OR ENGINEER FOR THEIR ACCURACY OR COMPLETENESS. 2.CONTRACTOR IS RESPONSIBLE FOR MAKING THEIR OWN DETERMINATION AS TO THE TYPE AND LOCATION OF UNDERGROUND UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. CONTRACTOR SHALL HAVE SITE MARKED BY DIGGER'S HOTLINE AND SHALL HAVE PRIVATE UTILITIES MARKED BY A PRIVATE UTILITY LOCATOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL ELEVATIONS, LOCATIONS, AND SIZES OF EXISTING UTILITIES AND SHALL CHECK ALL UTILITY CROSSINGS AND PROPOSED CONNECTIONS FOR CONFLICTS/DISCREPENCIES PRIOR TO INITIATING CONSTRUCTION. REPORT ANY CONFLICTS OR DISCREPECIES TO THE ENGINEER SO REDESIGN MAY OCCUR IF NEEDED. 3.LENGTHS OF ALL UTILITIES ARE TO CENTER OF STRUCTURES OR FITTINGS AND MAY VARY SLIGHTLY FROM PLANS. LENGTHS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. SANITARY SEWERAGE: 1.ALL PRIVATE SANITARY SEWER WORK SHALL BE IN ACCORDANCE WITH THE DEPARTMENT OF SAFETY AND PROFESSIONAL SERVICES (DSPS) PLUMBING CODE - CHAPTERS SPS 382 AND SPS 384 AND CITY OF MUSKEGO STANDARD SPECIFICATIONS. 2.ALL PUBLIC SANITARY SEWER WORK SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN, LATEST EDITION (STANDARD SPECIFICATIONS) AND LOCAL MUNICIPAL REQUIREMENTS. 3.PVC SEWER PIPE AND FITTINGS: ASTM D 3034, SDR 35, WITH BELL-AND-SPIGOT ENDS WITH RUBBER GASKETED JOINTS IN ACCORDANCE WITH CHAPTER 8.10.0 OF THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN, LATEST EDITION. JOINTS SHALL CONFORM TO ASTM D-3212. 4.MANHOLES: STANDARD PRECAST REINFORCED CONCRETE MANHOLES CONFORMING TO ASTM C478, SECTION 8.39.0 OF THE STANDARD SPECIFICATIONS AND CONFORMING TO FILE NOS. 12, 13 AND 15 OF THE STANDARD SPECIFICATIONS. DIAMETER AND DEPTH AS INDICATED ON PLANS. MANHOLE SIZES TO BE VERIFIED BY CONTRACTOR AND SHOP DRAWINGS SHALL BE PROVIDED TO THE ENGINEER FOR REVIEW PRIOR TO ORDERING STRUCTURES. 5.MANHOLES DEEPER THAN FOUR FEET SHALL BE PROVIDED WITH MANHOLE STEPS CONFORMING TO SECTION 8.40.0 OF THE STANDARD SPECIFICATIONS. 6.SEWERS SHALL BE INSTALLED IN CONFORMANCE WITH SECTION 3.2.0 OF THE STANDARD SPECIFICATIONS. INSTALL PROPER SIZE INCREASERS, REDUCERS AND COUPLINGS WHERE DIFFERENT SIZES OR MATERIALS OF PIPES AND FITTINGS ARE CONNECTED. INSTALL TRACER PIPE OVER NON-METALLIC PIPING IN ACCORANCE WITH SPS SECTION 382.30(11)(H) AND 382.36(7)(D). 7.PIPE JOINT CONSTRUCTION: FOLLOW PIPING MANUFACTURER'S RECOMMENDATIONS; JOIN PVC SEWER PIPE ACCORDING TO ASTM D2321 AND ASTM D 3212 FOR ELASTOMERIC GASKET JOINTS. JOIN DISSIMILAR PIPE MATERIALS WITH NONPRESSURE-TYPE, FLEXIBLE COUPLINGS 7.PROVIDE AND INSTALL CLEANOUTS IN ACCORDANCE WITH SPS CHAPTER 382.35. INSTALL CLEANOUTS AND RISER EXTENSIONS FORM SEWER PIPES TO PROPOSED GRADE. INSTALL PIPING SO CLEANOUTS OPEN IN DIRECTION OF FLOW IN SEWER PIPE. USE LIGHT DUTY, TOP LOADING CLASSIFICATION CLEANOUTS IN EARTH OR UNPAVED FOOT TRAFFIC AREAS; USE MEDIUM DUTY, TOP-LOADING CLASSIFICATION CLEANOUTS IN PAVED FOOT TRAFFIC AREAS; USE HEAVY DUTY, TOP-LOADING CLASSIFICATION CLEANOUTS IN VEHICULAR TRAFFIC AREAS. SET CLEANOUT FRAMES AND COVERS IN PAVEMENT AREAS FLUSH WITH PAVEMENT SURFACE. 8.CLASS B COMPACTED TRENCH SECTION (FILE NO. NO. 4 OF STANDARD SPECIFICATIONS) SHALL BE UTILIZED. BEDDING AND COVER MATERIAL SHALL BE IN ACCORDANCE WITH SECTION 8.43.0 OF THE STANDARD SPECIFICATIONS. 9.TRENCH BACKFILL MATERIAL SHALL BE GRANULAR BACKFILL IN ACCORDANCE WITH SECTION 8.43.4 OF THE STANDARD SPECIFICATIONS BENEATH AND WITHIN FIVE FEET OF PAVEMENT AREAS; COMPACTED SPOIL BACKFILL IN ACCORDANCE WITH SECTION 8.43.5 OF THE STANDARD SPECIFICATIONS MAY BE USED BENEATH LANDSCAPE AREAS. 10.MANHOLE INSTALLATION SHALL BE IN ACCORDANCE WITH SECTION 3.5.0 OF THE STANDARD SPECIFICATIONS. SET MANHOLE RIMS TO ELEVATIONS INDICATED ON PLANS. 11.AFTER INSTALLATION OF SEWER PIPE CLEAN ALL DEBRIS FROM SEWER AND INSPECT INTERIOR OF PIPING TO DETERMINE WHETHER LINE DISPLACEMENT OR OTHER DAMAGE HAS OCCURRED. CONDUCT DEFLECTION TESTING OF INSTALLED PIPE IN ACCORDANCE WITH SECTION 3.2.6(I)4 OF THE STANDARD SPECIFICATIONS; REPLACE ANY PIPE SECTION NOT PASSING THE DEFLECTION TESTING USING NEW PIPE MATERIALS. TEST NEW BUILDING SEWER IN ACCORDANCE WITH SECTION 5.4.0 OF THE STANDARD SPECIFICATIONS. REPLACE LEAKING PIPE USING NEW PIPE MATERIALS AAND REPEAT TESTING UNTIL LEAKAGE IS WITHIN ALLOWANCES SPECIFIED. SITE CLEARING: 1.EXCEPT FOR STRIPPED TOPSOIL OR OTHER MATERIALS INDICATED TO REMAIN ON OWNER'S PROPERTY, CLEARED MATERIALS SHALL BECOME CONTRACTOR'S PROPERTY AND SHALL BE REMOVED FROM PROJECT SITE. 2.MINIMIZE INTERFERENCE WITH ADJOINING ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED OR USED FACILITIES DURING SITE-CLEARING OPERATIONS. 3.SALVABLE IMPROVEMENTS: CAREFULLY REMOVE ITEMS INDICATED TO BE SALVAGED AND STORE ON OWNER'S PREMISES WHERE INDICATED. 4.UTILITY LOCATOR SERVICE: NOTIFY UTILITY LOCATOR SERVICE FOR AREA WHERE PROJECT IS LOCATED BEFORE SITE CLEARING. 5.DO NOT COMMENCE SITE CLEARING OPERATIONS UNTIL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES ARE IN PLACE. 6.PROTECT AND MAINTAIN BENCHMARKS AND SURVEY CONTROL POINTS FROM DISTURBANCE DURING CONSTRUCTION. 7.LOCATE AND CLEARLY FLAG TREES AND VEGETATION TO REMAIN OR TO BE RELOCATED. 8.PROTECT EXISTING SITE IMPROVEMENTS TO REMAIN FROM DAMAGE DURING CONSTRUCTION; RESTORE DAMAGED IMPROVEMENTS TO THEIR ORIGINAL CONDITION, AS ACCEPTABLE TO OWNER. 9.LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF UTILITIES INDICATED TO BE REMOVED; ARRANGE WITH UTILITY COMPANIES TO SHUT OFF INDICATED UTILITIES. 10.EXISTING UTILITIES: DO NOT INTERRUPT UTILITIES SERVING FACILITIES OCCUPIED BY OWNER OR OTHERS UNLESS PERMITTED BY THE OWNER AND THEN ONLY AFTER ARRANGING TO PROVIDE TEMPORARY UTILITY SERVICES. 11.FILL DEPRESSIONS CAUSED BY CLEARING AND GRUBBING OPERATIONS WITH SATISFACTORY SOIL MATERIAL UNLESS FURTHER EXCAVATION OR EARTHWORK IS INDICATED; PLACE FILL MATERIAL IN HORIZONTAL LAYERS NOT EXCEEDING A LOOSE DEPTH OF 8 INCHES, AND COMPACT EACH LAYER TO A DENSITY EQUAL TO ADJACENT ORIGINAL GROUND. 12.REMOVE SOD AND GRASS BEFORE STRIPPING TOPSOIL. 13.STRIP TOPSOIL TO WHATEVER DEPTHS ARE ENCOUNTERED IN A MANNER TO PREVENT INTERMINGLING WITH UNDERLYING SUBSOIL OR OTHER WASTE MATERIALS. 14.STOCKPILE TOPSOIL MATERIALS AWAY FROM EDGE OF EXCAVATIONS WITHOUT INTERMIXING WITH SUBSOIL. GRADE AND SHAPE STOCKPILES TO DRAIN SURFACE WATER. COVER TO PREVENT WINDBLOWN DUST. 15.REMOVE EXISTING ABOVE- AND BELOW-GRADE IMPROVEMENTS AS INDICATED AND AS NECESSARY TO FACILITATE NEW CONSTRUCTION. 16.SAWCUT ALL PAVEMENTS FULL DEPTH PRIOR TO REMOVAL; SAWCUTS SHALL BE IN STRAIGHT LINES PERPENDICULAR AND/OR PARALLEL TO EXISTING PAVEMENT JOINTS AND PAVEMENT EDGES. 17.REMOVE SURPLUS SOIL MATERIAL, UNSUITABLE TOPSOIL, OBSTRUCTIONS, DEMOLISHED MATERIALS, AND WASTE MATERIALS INCLUDING TRASH AND DEBRIS, AND LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY. 18.SEPARATE RECYCLABLE MATERIALS PRODUCED DURING SITE CLEARING FROM OTHER NONRECYCLABLE MATERIALS. STORE OR STOCKPILE WITHOUT INTERMIXING WITH OTHER MATERIALS AND TRANSPORT THEM TO RECYCLING FACILITIES. SITE WATER SERVICE: 1.COMPLY WITH STANDARDS OF STATE PLUMBING CODE (SPS CH. 382, 384), LOCAL WATER UTILITY REQUIREMENTS AND STANDARDS OF AUTHORITIES HAVING JURISDICTION FOR FIRE-SUPPESSION AND WATER SERVICE PIPING INCLUDING MATERIALS, FITTINGS, APPURTENANCES, INSTALLATION, TESTING, SERVICE TAPS, ETC. IN CASE OF CONFLICT BETWEEN THESE SPECIFICATIONS AND STATE PLUMBING CODE OR LOCAL JURISDICTIONAL AUTHORITY, STATE PLUMBING CODE AND LOCAL JURISDICTIONAL AUTHORITY REQUIREMENTS GOVERN. 2.ALL PUBLIC WATER SHALL BE IN ACCORDANCE WITH CITY OF MUSKEGO STANDARD SPECIFICATIONS. 3.DO NOT INTERRUPT SERVICE TO FACILITIES OCCUPIED BY OWNER OR OTHERS UNLESS PERMITTED BY OWNERS OF SUCH FACILITIES AND THEN ONLY AFTER ARRANGING TO PROVIDE TEMPORARY WATER-DISTRIBUTION SERVICE. 4.WATER SERVICE PIPING MAY BE EITHER DUCTILE IRON WATER PIPE OR PVC WATER PIPE AS ALLOWED BY THE LOCAL WATER UTILITY. 5.DUCTILE IRON WATER PIPE CONFORMING TO THE REQUIREMENTS OF THE AMERICAN NATIONAL STANDARD FOR DUCTILE IRON PIPE, CENTRIFUGALLY CAST, AWWA C151/A21.51 - LATEST REVISION AND REQUIREMENTS OF CHAPTER 8.18.0 OF THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN, LATEST EDITION. a.CLASS 52 b.CEMENT MORTAR LINING AND INTERNAL AND EXTERNAL BITUMINOUS COATS IN ACCORDANCE WITH SECTION 51.8 OF AWWA C151. c.PUSH-ON GASKET PIPE d.PLAIN RUBBER GASKETS e.BONDING STRAPS TO PROVIDE ELECTRICAL CONDUCTIVITY WITHOUT FIELD TESTING 5.JOINTS FOR DUCTILE IRON PIPE: JOINTS SHALL BE RUBBER GASKET JOINTS; CONFORM TO THE REQUIREMENTS OF AMERICAN NATIONAL STANDARD FOR RUBBER GASKET JOINTS FOR DUCTILE IRON PRESSURE PIPE AND FITTINGS (ANSI/AWWA C111/A21.11, LATEST EDITION) 6.FITTINGS FOR DUCTILE IRON PIPE: CONFORM TO THE REQUIREMENTS OF AMERICAN NATIONAL STANDARD FOR DUCTILE IRON AND GRAY IRON FITTINGS, 3” THROUGH 48” FOR WATER ANSI/AWWA C110/A21.10, LATEST EDITION); CLASS 250 MECHANICAL JOINT PIPE FITTINGS; CEMENT LINED; ALL BELLS; ENTIRE FITTING TARRED; CONDUCTIVE MECHANICAL JOINT (NO LEAD) RUBBER GASKETS, FLANGES, AND BOLTS. 7.PVC AWWA PIPE: AWWA C900, CLASS 200 WITH BELL END WITH GASKET AND WITH SPIGOT END AND MEETING REQUIREMENTS OF CHAPTER 8.20.0 OF THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN. FITTINGS SHALL BE IN ACCORDANCE WITH CHAPTER 8.22.0 OF THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN. PUSH-ON-JOINT, DUCTILE IRON FITTINGS : AWWA C110 AND C111. MECHANICAL -JOINT, DUCTILE IRON FITTINGS: AWWA C153, DUCTILE-IRON COMPACT PATTERN. GLANDS, GASKETS AND BOLTS: AWWA C111, DUCTILE IRON GLANDS, RUBBER GASKETS AND STEEL BOLTS. 8.GATE VALVES: CONFORM TO AWWA C-500 AND STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN SUITABLE FOR DIRECT BURY. 9.VALVE BOXES: CAST IRON CONFORMING TO ASTM DESIGNATION A-48, CLASS 20 AND STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN. 10.FIRE HYDRANTS: N/A 11.WATER MAIN CONNECTION: TAP WATER MAIN WITH SIZE AND LOCATION INDICATED ON PLAN IN ACCORDANCE WITH LOCAL WATER UTILITY REQUIREMENTS. COORDINATE CONNECTION WITH LOCAL WATER UTILITY. 12.GENERAL WATER PIPE INSTALLATION: IN ACCORDANCE WITH CHAPTER 4.3.0 OF THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN. 13.INSTALL DUCTILE-IRON, WATER-SERVICE PIPING ACCORDING TO AWWA C600 AND CHAPTER 4.4.0 OF THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN. 14.ALL DUCTILE IRON PIPE SHALL BE ENCASED IN POLYETHYLENE PER AWWA C105, LATEST EDITION AND IN ACCORDANCE WITH CHAPTER 4.4.4 OF THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN. ALL JOINTS AND FITTINGS SHALL HAVE POLYETHYLENE ENCASEMENT INSTALLED PER MANUFACTURER'S REQUIREMENTS AND PROCEDURES. 15.INSTALL PVC AWWA PIPE ACCORDING TO ASTM F645 AND AWWA M23 AND CHAPTER 4.6.0 OF THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN. 16.INSTALL THRUST RESTRAINT AT ALL OFFSET FITTINGS USING MECHANICAL JOINT RESTRAINTS. CONCRETE THRUST BLOCKS MAY ONLY BE USED IF ALLOWED BY LOCAL WATER UTILITY. 17.INSTALL WATER SERVICE PIPING SUCH THAT THERE IS A MINIMUM OF 6' OF COVER OVER THE TOP OF THE WATER SERVICE PIPING. 18.BEDDING AND COVER FOR WATER SERVICE PIPING SHALL BE IN ACCORDANCE WITH SECTION 4.3.3 AND FILE NO. 36 OF THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN, LATEST EDITION. TRENCH BACKFILL SHALL BE GRANULAR BACKFILL IN ACCORDANCE WITH SECTION 8.43.4 OF THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN, LATEST EDITION ON-SITE. STORM DRAINAGE: 1.ALL PRIVATE STORM SEWER WORK SHALL BE IN ACCORDANCE WITH THE DEPARTMENT OF SAFETY AND PROFESSIONAL SERVICES (DSPS) PLUMBING CODE - CHAPTERS SPS 382 AND SPS 384 AND LOCAL MUNICIPAL REQUIREMENTS. 2.ALL PUBLIC STORM SEWER WORK SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN, LATEST EDITION (STANDARD SPECIFICATIONS) AND LOCAL MUNICIPAL REQUIREMENTS. 3.PVC SEWER PIPE AND FITTINGS: ASTM D 3034, SDR 35, WITH BELL-AND-SPIGOT ENDS WITH RUBBER GASKETED JOINTS IN ACCORDANCE WITH CHAPTER 8.10.0 OF THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN, LATEST EDITION. JOINTS SHALL CONFORM TO ASTM D-3212. 4.REINFORCED CONCRETE PIPE: ASTM C76 WITH BELL AND SPIGOT ENDS AND GASKETED JOINTS WITH ASTM C443 RUBBER GASKETS IN ACCORDANCE WITH CHAPTER 8.6.0 OF THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN, LATEST EDITION. 5.HDPE PIPE: ADS N12 PIPE AS APPROVED ON THE DEPARTMENT OF SAFETY AND PROFESSIONAL SERVICES PLUMBING PRODUCT REGISTER. 6.CATCH BASINS: STANDARD PRECAST CONCRETE CATCH BASINS CONFORMING TO CHAPTER 3.6.0 OF THE STANDARD SPECIFICATIONS AND IN GENERAL CONFORMANCE WITH FILE NO. 26 OF THE STANDARD SPECIFICATIONS. DEPTH AND DIAMETER AS INDICATED ON PLANS. CATCH BASIN SIZES TO BE VERIFIED BY CONTRACTOR AND SHOP DRAWINGS SHALL BE PROVIDED TO THE ENGINEER FOR REVIEW PRIOR TO ORDERING STRUCTURES. 7.FRAMES AND GRATES: AS INDICATED ON PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING SPECIFIED FRAME/GRATE IS COMAPATIBLE WITH STRUCTURE; IF NOT, NOTIFY ENGINEER. 8.MANHOLES: STANDARD PRECAST REINFORCED CONCRETE MANHOLES CONFORMING TO ASTM C478, SECTION 8.39.0 OF THE STANDARD SPECIFICATIONS AND CONFORMING TO FILE NOS. 12, 13 AND 15 OF THE STANDARD SPECIFICATIONS. DIAMETER AND DEPTH AS INDICATED ON PLANS. MANHOLE SIZES TO BE VERIFIED BY CONTRACTOR AND SHOP DRAWINGS SHALL BE PROVIDED TO THE ENGINEER FOR REVIEW PRIOR TO ORDERING STRUCTURES. 9.MANHOLES AND CATCH BASINS DEEPER THAN FOUR FEET SHALL BE PROVIDED WITH MANHOLE STEPS CONFORMING TO SECTION 8.40.0 OF THE STANDARD SPECIFICATIONS. 10.SEWERS SHALL BE INSTALLED IN CONFORMANCE WITH SECTION 3.2.0 OF THE STANDARD SPECIFICATIONS. INSTALL PROPER SIZE INCREASERS, REDUCERS AND COUPLINGS WHERE DIFFERENT SIZES OR MATERIALS OF PIPES AND FITTINGS ARE CONNECTED. INSTALL TRACER PIPE OVER NON-METALLIC PIPING IN ACCORANCE WITH SPS SECTION 382.30(11)(H) AND 382.36(7)(D). 11.PROVIDE AND INSTALL CLEANOUTS IN ACCORDANCE WITH SPS CHAPTER 382.35. INSTALL CLEANOUTS AND RISER EXTENSIONS FORM SEWER PIPES TO PROPOSED GRADE. INSTALL PIPING SO CLEANOUTS OPEN IN DIRECTION OF FLOW IN SEWER PIPE. USE LIGHT DUTY, TOP LOADING CLASSIFICATION CLEANOUTS IN EARTH OR UNPAVED FOOT TRAFFIC AREAS; USE MEDIUM DUTY, TOP-LOADING CLASSIFICATION CLEANOUTS IN PAVED FOOT TRAFFIC AREAS; USE HEAVY DUTY, TOP-LOADING CLASSIFICATION CLEANOUTS IN VEHICULAR TRAFFIC AREAS. SET CLEANOUT FRAMES AND COVERS IN PAVEMENT AREAS FLUSH WITH PAVEMENT SURFACE. 12.CLASS B COMPACTED TRENCH SECTION (FILE NO. NO. 4 OF STANDARD SPECIFICATIONS) SHALL BE UTILIZED. BEDDING AND COVER MATERIAL SHALL BE IN ACCORDANCE WITH SECTION 8.43.0 OF THE STANDARD SPECIFICATIONS. 13.TRENCH BACKFILL MATERIAL SHALL BE GRANULAR BACKFILL IN ACCORDANCE WITH SECTION 8.43.4 OF THE STANDARD SPECIFICATIONS BENEATH AND WITHIN FIVE FEET OF PAVEMENT AREAS; COMPACTED SPOIL BACKFILL IN ACCORDANCE WITH SECTION 8.43.5 OF THE STANDARD SPECIFICATIONS MAY BE USED BENEATH LANDSCAPE AREAS. 14.MANHOLE INSTALLATION SHALL BE IN ACCORDANCE WITH SECTION 3.5.0 OF THE STANDARD SPECIFICATIONS. SET MANHOLE RIMS TO ELEVATIONS INDICATED ON PLANS. 15.CATCH BASIN INSTALLATION SHALL BE IN ACCORDANCE WITH SECTION 3.6 OF THE STANDARD SPECIFICATIONS. CATCH BASIN EXCAVATION AND PREPARATION SHALL BE IN ACCORDANCE WITH SECTION 3.5.4(A) AND (B) OF THE STANDARD SPECIFCIATIONS. FRAMES AND GRATES SHALL BE SET TO THE ELEVATIONS SHOWN ON THE PLANS. 16.AFTER INSTALLATION OF SEWER PIPE CLEAN ALL DEBRIS FROM SEWER AND INSPECT INTERIOR OF PIPING TO DETERMINE WHETHER LINE DISPLACEMENT OR OTHER DAMAGE HAS OCCURRED. CONDUCT DEFLECTION TESTING OF INSTALLED PIPE IN ACCORDANCE WITH SECTION 3.2.6(I)4 OF THE STANDARD SPECIFICATIONS; REPLACE ANY PIPE SECTION NOT PASSING THE DEFLECTION TESTING USING NEW PIPE MATERIALS. SITE WATER SERVICE CONT.: 19.INSTALL TRACER WIRE FOR NON-METALLIC WATER SERVICES IN ACCORDANCE WITH SPS SECTION 382.40(8)(K). TRACER WIRE INSULATION COLOR SHALL BE BLUE FOR POTABLE WATER SERVICE PIPING. 20.DUCTILE-IRON PIPING, RUBBER GASKETED JOINTS IN ACCORDANCE WITH SECTION 4.4.2 OF THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN. 21.PVC PIPING GASKETED JOINTS: USING JOINING MATERIALS ACCORDING TO AWWA C900. CONSTRUCT JOINTS WITH ELASTOMERIC SEALS AND LUBRICANTS ACCORDING TO ASTM D2774 OR ASTM D3139 AND PIPE MANUFACTURER'S WRITTEN INSTRUCTIONS. 22.CONDUCT HYDROSTATIC TESTS IN ACCORDANCE WITH CHAPTER 4.15.0 OF THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN. 23.CLEAN AND DISINFECT WATER SERVICE PIPING IN ACCORDANCE WITH SPS CHAPTER 82.40(8)(I) AND AWWA C651. 1.CITY RESUBMITTAL 3/23/16 TPM 2.CITY RESUBMITTAL 5/27/16 TPM SP E C I F I C A T I O N S DRAWING NO. DRAWN BY: DATE: PROJECT NO: CHECKED BY: APPROVED BY: NO. REVISION DATE BY SHEET NO.: PA R K L A N D T O W N E C E N T E R MU S K E G O , W I S C O N S I N 15577 SPECS.dwg www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 TH E G R O U PSingle Source. Sound Solutions. TPM 9-15-15 15577 JBL CTC C 501 Fi l e : I: \ E N E R C O N \ 1 5 5 7 7 _ N e w P a r k l a n d M a l l \ 0 6 0 C A D \ C - C i v i l \ 5 0 0 P r o d u c t i o n - C i v i l P l a n s \ 5 0 8 - S p e c i f i c a t i o n s \ 1 5 5 7 7 S P E C S . d w g ASPHALTIC PAVING: 1.THE COMPOSITION, PLACING AND CONSTRUCTION OF ASPHALTIC PAVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS 450, 455, 460, 465, AND 475 OF THE STATE OF WISCONSIN STANDARD SPECIFICATIONS FOR HIGHWAY AND STRUCTURE CONSTRUCTION, LATEST EDITION (WISDOT STANDARD SPECIFICATIONS). 2.CONTRACTOR SHALL PROVIDE PRODUCT DATA FOR EACH TYPE OF PRODUCT INDICATED - INCLUDE TECHNICAL DATA AND TESTED PHYSICAL AND PERFORMANCE PROPERTIES; JOB-MIX DESIGNS: CERTIFICATION THAT MIX MEETS OR EXCEEDS WISDOT STANDARD SPECIFICATIONS; AND MATERIAL CERTIFICATES CERTIFYING COMPLIANCE WITH WISDOT STANDARD SPECIFICATIONS. 3.MANUFACTURER QUALIFICATIONS: MANUFACTURER SHALL BE REGISTERED WITH AND APPROVED BY THE DOT OF THE STATE IN WHICH PROJECT IS LOCATED. 4.ENVIRONMENTAL LIMITATIONS: DO NOT APPLY ASPHALT MATERIALS IF BASE COURSE IS WET OR EXCESSIVELY DAMP OR IF THE FOLLOWING CONDITIONS ARE NOT MET: APPLY TACK COAT WHEN AMBIENT TEMPERATURE IS ABOVE 50 DEGREES FARENHEIGHT AND WHEN TEMPERATURE HAS NOT BEEN BELOW 35 DEGREES FARENHEIGHT FOR 12 HOURS IMMEDIATELY PRIOR TO APPLICATION; PLACE ASPHALTIC CONCRETE SURFACE COURSE WHEN TEMPERATURE IS ABOVE 40 DEGREES FARENHEIGHT; BASE COURSE MAY BE PLACED WHEN AIR TEMPERATURE IS ABOVE 30 DEGREES FARENHEIGHT AND RISING. PROCEED WITH PAVEMENT MARKING ONLY ON CLEAN, DRY SURFACES. DO NOT APPLY BELOW THE MINIMUM PAVEMENT TEMPERATURE AS RECOMMENDED BY THE MANUFACTURER. 5.AGGREGATES SHALL BE IN ACCORDANCE WITH SECTION 460.2.2 OF THE WISDOT STANDARD SPECIFICATIONS. 6.ASPHALT MATERIALS SHALL BE IN ACCORDANCE WITH CHAPTER 455 OF THE WISDOT STANDARD SPECIFICATIONS. 7.PAVEMENT MARKING PAINT: PROVIDE PAINT FROM THE WISCONSIN DEPARTMENT OF TRANSPORTATION'S APPROVED PRODUCTS LIST. COLOR SHALL BE WHITE UNLESS INDICATED OTHERWISE ON PLANS. 8.HOT-MIX ASPHALT: ASPHALTIC BINDER COURSE AND SURFACE COURSE SHALL BE MIXTURE E-1 FOR REGULAR DUTY PAVEMENT AND E3 FOR HEAVY DUTY PAVEMENT COMPLYING WITH THE WISDOT STANDARD SPECIFICATIONS. 9.AGGREGATE BASE COURSE BENEATH PAVEMENTS: SHALL BE 1-1/4” DENSE GRADED BASE COURSE CONFORMING TO SECTION 305 OF THE WISDOT STANDARD SPECIFICATIONS. 10.PAVEMENT PLACEMENT GENERAL: ASPHALT CONCRETE PAVING EQUIPMENT, WEATHER LIMITATIONS, JOB-MIX FORMULA, MIXING, CONSTRUCTION METHODS, COMPACTION, FINISHING, TOLERANCE AND PROTECTION SHALL CONFORM TO THE REQUIREMENTS OF THE APPROPRIATE SECTIONS OF THE WISDOT STANDARD SPECIFICATIONS. 11.PREPARE AND PROOFROLL SUBGRADES AND AGGREGATE BASE COURSE AS OUTLINED IN EARTH MOVING SPECIFICATIONS PRIOR TO PLACEMENT OF ASHPHALT PAVEMENTS. 12.SWEEP LOOSE GRANULAR PARTICLES FROM SURFACE OF AGGREGATE BASE COURSE PRIOR TO PAVEMENT PLACEMENT. DO NOT DISLODGE OR DISTURB AGGREGATE EMBEDDED IN COMPACTED SURFACE OF BASE COURSE. 13.SPREAD AND FINISH ASPHALTIC MIXTURE IN ACCORDANCE WITH SECTION 450.3.2.5 OF THE WISDOT STANDARD SPECIFICATIONS. PAVEMENT THICKNESSES SHALL BE AS INDICATED ON THE PLANS. 14.PROMPTLY CORRECT SURFACE IRREGULARITIES IN PAVING COURSE BEHIND PAVER. USE SUITABLE HAND TOOLS TO REMOVE EXCESS MATERIAL FORMING HIGH SPOTS. FILL DEPRESSIONS WITH HOT-MIX ASPHALT TO PREVENT SEGREGATION OF MIX; USE SUITABLE HAND TOOLS TO SMOOTH SURFACE. 15.COMPACT ASPHALTIC PAVEMENT IN ACCORDANCE WITH SECTION 450.3.2.6 OF THE WISDOT STANDARD SPECIFICATIONS. 16.PROTECTION: AFTER FINAL ROLLING, DO NOT PERMIT VEHICULAR TRAFFIC ON PAVEMENT UNTIL IT HAS COOLED AND HARDENED. ERECT BARRICADES TO PROTECT PAVING FROM TRAFFIC UNTIL MIXTURE HAS COOLED ENOUGH NOT TO BECOME MARKED. 17.THICKNESS TOLERANCE: COMPACT EACH COURSE TO PRODUCE THE THICKNESS INDICATED WITHIN PLUS/MINUS ¼ INCH FOR BINDER COURSE AND PLUS ¼ INCH FOR SURFACE COURSE, NO MINUS. 18.SURFACE SMOOTHNESS TOLERANCE: COMPACT EACH COURSE TO PRODUCE A SURFACE SMOOTHNESS WITHIN THE FOLLOWING TOLERANCES AS DETERMINED BY USING A 10-FOOT STRAIGHTEDGE APPLIED TRANSVERSELY OR LONGITUDINALLY TO PAVED AREAS: BINDER COURSE: ¼ INCH; SURFACE COURSE: 1/8 INCH. REMOVE AND REPLACE ALL HUMPS OR DEPRESSIONS EXCEEDING THE SPECIFIED TOLERANCES. 19.DO NOT APPLY PAVEMENT-MARKING PAINT UNTIL LAYOUT, COLORS, AND PLACEMENT HAVE BEEN VERIFIED WITH ENGINEER. 20.APPLY MARKINGS TO A DRY SURFACE FREE FROM FROST. REMOVE DUST, DIRT, OIL, GREASE, GRAVEL, DEBRIS OR OTHER MATERIAL THAT MAY PREVENT BONDING TO THE PAVEMENT. 21.APPLY PAINT AS THE MANUFACTURER SPECIFIES WITH MECHANICAL EQUIPMENT TO PRODUCE PAVEMENT MARKINGS, OF DIMENSIONS INDICATED, WITH UNIFORM, STRAIGHT EDGES. APPLY AT MANUFACTURER'S RECOMMENDED RATES AT A MINIMUM RATE OF 17.6 GALLONS/MILE FOR A CONTINUOUS 4” LINE. 22.TESTING AGENCY: CONTRACTOR SHALL ENGAGE A QUALIFIED INDEPENDENT TESTING AND INSPECTING AGENCY TO PERFORM FIELD TESTS AND INSPECTIONS AND TO PREPARE TEST REPORTS. 1.CITY RESUBMITTAL 3/23/16 TPM 2.CITY RESUBMITTAL 5/27/16 TPM 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: Approval of a water main easement for Rainbow Day Care property on Princeton Drive (tax key 2172-030-006). Date: June 16, 2016 As part of the development of the Rainbow Day Care property the Fire Department is requiring that a fire hydrant be located closer to the building that it is currently. We have a hydrant along the roadway that can be moved closer to the building, however, we need an easement for the hydrant so we can maintain it. The attached document does this and there is no cost to the City. Recommendation for Action by Committee: Approve the attached water main easement for the relocation of a fire hydrant. Page 1 of 1