The URL can be used to link to this page

2021.11.02 Council Meeting Packet 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Posted: October 29, 2021 City Council Meeting Schedule Tuesday, November 2, 2021 Time Meeting Location 6:00 p.m. City Council work session to discuss: 1. Gaulke Pond project update. 2. Long term plan review and preview of upcoming capital projects, including Crystal Aquatic Center operations, and 2022 fee schedule. 3. Draft work plan from community conversations on inclusion. 4. Constituent issues update. 5. New business. 6. Announcements. Council Chambers/ Zoom 7:00 p.m. City Council meeting Council Chambers/ Zoom Immediately following the City Council meeting Continuation of City Council work session, if necessary Council Chambers/ Zoom The public may monitor and participate in the meeting by connecting to it through one of the methods identified below. Topic: Crystal City Council work session, City Council meeting, City Council work session, if necessary. Time: November 2, 2021 06:00 PM Central Time (US and Canada). Join Zoom Meeting https://us02web.zoom.us/j/88386288581?pwd=WHpQM0RzNVNtcEZSdjMyZlVLTzF5Zz09 Meeting ID: 883 8628 8581 Passcode: 414141 One tap mobile +13126266799,,88386288581#,,,,*414141# US (Chicago) +19292056099,,88386288581#,,,,*414141# US (New York) Dial by your location +1 312 626 6799 US (Chicago) +1 929 205 6099 US (New York) +1 301 715 8592 US (Washington DC) +1 346 248 7799 US (Houston) +1 669 900 6833 US (San Jose) +1 253 215 8782 US (Tacoma) 888 475 4499 US Toll-free 877 853 5257 US Toll-free Find your local number: https://us02web.zoom.us/u/kbpC1vHBRS Auxiliary aids are available upon request to individuals with disabilities by calling the City Clerk at (763) 531-1145 at least 96 hours in advance. TTY users may call Minnesota Relay at 711 or 1-800-627-3529. 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Posted: October 29, 2021 City Council Work Session Agenda Tuesday, November 2, 2021 at 6:00 p.m. Council Chambers/Zoom Pursuant to due call and notice given in the manner prescribed by Section 3.01 of the City Charter, the work session of the Crystal City Council was held on Tuesday, November 2, 2021 at _____ p.m. in the Council Chambers at City Hall, 4141 Douglas Dr. N., Crystal, Minnesota. If the agenda items are not completed in time for the regular City Council meeting at 7:00 p.m., the meeting will be continued and resumed immediately following the regular City Council meeting. The public may also monitor and participate in the meeting by connecting via Zoom, through one of the methods identified on the City Council Meeting Schedule for Tuesday, November 2, 2021. I. Attendance Council members Staff ____ Kiser ____ Norris ____ Revering ____ LaRoche ____ Therres ____ Sutter ____ Parsons ____ Gilchrist ____ Serres ____ Adams ____ Elholm ____ Banks ____ Larson ____ Budziszewski ____ McGann ____ Cummings ____ Ray II. Agenda The purpose of the work session is to discuss the following agenda items: 1. Gaulke Pond project update. 2. Long term plan review and preview of upcoming capital projects, including Crystal Aquatic Center operations, and 2022 fee schedule. 3. Draft work plan from community conversations on inclusion. 4. Constituent issues update. 5. New business. * 6. Announcements. * III. Adjournment The work session adjourned at ______ p.m. * Denotes no supporting information included in the packet. Auxiliary aids are available upon request to individuals with disabilities by calling the city clerk at (763) 531-1145 at least 96 hours in advance. TTY users may call Minnesota Relay at 711 or 1-800-627-3529. Memorandum DATE: November 2, 2021 TO: City Council FROM: Mark Ray, PE, Director of Public Works SUBJECT: Gaulke Pond Storm Water Project Background The development of the Gaulke Pond stormwater project first started in 2015 and has led to the larger Central Core Stormwater project, which looked at flood risk and mitigation throughout the middle of the City. Additionally, it led to a joint New Hope, Crystal, Robbinsdale, and Brooklyn Center stormwater study that looked at storm water movement through the four cities. In early 2021, the City Council held a number of work sessions related to the Central Core project and decided to proceed with only the Gaulke Pond portion of the potential Central Core stormwater projects. Resident communication City staff sent informational letters to the 29 property owners around Gaulke Pond in 2016, 2017, and 2021. City staff sent a letter to a few property owners in 2019 related to some maintenance City crews were performing. The 2021 letter asked for input regarding the full dredging and lowering of the normal water elevation in Gaulke pond (letter is attached to this memo). Two responses were received, both in support of the project. Permit/Agreement Status - US Army Corp of Engineers (USACOE) o Since Gaulke Pond is a wetland, USACOE had to make a determination if they have jurisdiction or not. Based on a letter from USACOE on October 19, 2021 they have determined they do not have jurisdiction. - Minnesota Department of Natural Resources (MnDNR) o The City has two current MnDNR permits that require amendment for this project  1991-6153 – amendment would allow the increased pumping of water from Gaulke Pond into Robbinsdale  2016-2328 – amendment would allow work within the public water (dredging of the accumulated contaminated sediment and other work) from Gaulke Pond o The applications for amendments have been submitted to the MnDNR, and based on conversations with MnDNR staff, there are no concerns about approving the amendments, except for the riparian issue (see Riparian topic below). - Minnesota Pollution Control Agency (MPCA) o Per MPCA requirements for dredging projects, the City tested the material to be dredged to see if it is contaminated. The testing found the material is contaminated to a level that requires it to be landfilled. When the material is being hauled to the landfill during construction, the Contractor must provide documentation of the testing that the City completed to the landfill. - City of Robbinsdale o Due to the proposed changes in pumping rates, the current April 1962 stormwater pumping agreement will need to be updated. This will be done after the approvals from the MnDNR are obtained. - Robbinsdale School District (ISD 281) o Due to the stormwater project relocating the pumps and controls out of the 100-year flood plain, the City had to obtain an easement from ISD 281. The ISD 281 Board approved granting this easement in October 2021. City and School staff are working together to get the paperwork in order to have the easement recorded with the County. The City will vacate its existing, smaller easement on FAIR school property, related to the storm water infrastructure, in 2022. - Riparian property owners o Due to the project’s proposed lowering of the normal water level elevation from 867.23 to 864.5 feet, the ordinary high-water level (OHW) will also be impacted. The MnDNR said that the City will need to obtain a Flowage Easement from all of the property owners (4) that would be impacted by the change to the OHW. One property is owned by the City, another by the School District, and the remaining two are private property. While the City can still build the project, it will not be able to lower the normal water elevation until the Flowage Easements are obtained. Project Schedule Assuming the Council approves the project and orders the ad for bid, bidding will occur in November, and the Council will consider award of the contract in December 2021. The contractor will have until the late spring of 2023 to complete the work. However, once the contractor starts the project, they must keep making progress on the project. Project Cost The estimated construction cost is nearly $1,600,000. Project Funding The stormwater long term plan has $2,000,000 allocated for the Gaulke Pond project. Attachment 1) February 2021 letter to residents around Gaulke Pond Requested Council Action At the November 2, 2021 Council Meeting the Council will be asked to approve the plans and specifications, and order the ad for bid. The plans and cost estimate materials are in the Council packet for November 2, 2021. G:\Projects\2021\Gaulke Pond\Correspondence\2.24.21 mailing\Project update 2.24.21.docx February 24, 2021 Subject: Gaulke Pond storm water project Dear Gaulke Pond Neighbor: As you may be aware, Gaulke Pond is part of a four-pond chain (Memory, Brownwood, Hagemeister, Gaulke) through the Central Core of Crystal. Much of the flood risk to properties in Crystal (according to the Federal Emergency Management Agency’s official flood plain maps) is along this chain. All of the storm water in the four-pond chain ends up in Gaulke Pond; from there, it is pumped downstream to Twin Lake. Over the last few years, the City has been working on various storm water management studies and constructing storm water improvement projects in an effort to reduce flooding risk in the City. One of the projects identified was the dredging of Gaulke Pond and replacement of the storm water pump station which is needed to maintain normal operations of the pond. The City also identified the potential for increasing storm water storage at Gaulke pond by lowering the normal water level of the pond. Under the City’s current permit from the Minnesota Department of Natural Resources (DNR), the City is authorized to pump down the water in Gaulke Pond to an elevation no lower than 867.23 feet (the normal water level). The City is considering seeking approval from the DNR to change the normal water level to 864.5 feet, a lowering of 2.73 feet from the current normal water level. Reducing the normal water elevation by the 2.73 feet will create additional stormwater storage of around 3.4 million gallons without significantly changing the footprint of the pond. The proposed bottom of the pond would also be lowered 2-3 feet, to a consistent elevation of 862.0 feet by excavating and removing several feet of sediment and other material from the bottom of the pond. After construction, there would be a consistent depth of 2.5 feet of standing water across the entire pond, which would mean portions of the pond are less likely to dry out, like can happen currently. For reference, the current pond water depth varies from 1 to 3 feet depending on the location in the pond and how dry the weather is. The goal of lowering the pond normal water level and increasing the available storm water storage is to continue the City’s efforts to reduce flood risk through the Central Core of the City. By lowering the normal water elevation of the pond, there is more flood storage in the pond between the normal water level and properties that may be impacted by flooding. Included 4141 Douglas Drive North • Crystal, MN 55422-1696 (763) 531-1000 • www.crystalmn.gov G:\Projects\2021\Gaulke Pond\Correspondence\2.24.21 mailing\Project update 2.24.21.docx with this letter are two graphics – one that shows the potential final grading of the pond and another that shows the 100-year flood elevations around both Gaulke and Hagemeister ponds. One final note, while the normal water elevation is being considered to be lowered by 2.73 feet, the overall surface area of the pond would only be reduced from approximately 3.96 acres to 3.57 acres. The appearance of the water and shape of the pond will not look much different. The cost for this project is being paid for entirely out of storm water utility funds. We would like your input on this potential change in water elevation (lowering the normal water elevation by 2.73 feet). Please contact me at mark.ray@crystalmn.gov or (763) 531-1160 with your comments. We would appreciate any comments by Friday, March 19, 2021. Sincerely, Mark Ray, PE Director of Public Works Enclosures 0+00 1+00 2+00 3+00 8658628638648668670+00 1+00 0 + 8 4 P I : 0 + 3 2 . 7 7 PI: 0+44.41 X 86 5 865870870875875880880885885885 885 8908658658708708758758808808858858 9 0 8658658708708758758 7 5875 875875880885860 865 870 875 860 865 870 875 0+00 1+00 2+00 3+00 4+004+00 860 865 870 875 860 865 870 875 0+00 1+00 2+00 3+00 4+004+00 860 865 870 875 860 865 870 875 0+00 1+00 2+00 3+00 4+004+00 860 865 870 875 860 865 870 875 0+00 1+00 2+00 3+00 4+004+00 860 865 870 875 860 865 870 875 0+00 1+00 2+00 3+00 4+004+00 860 865 870 875 860 865 870 875 0+00 1+00 2+00 3+00 4+004+00 860 865 870 875 860 865 870 875 0+00 1+00 2+00 3+00 4+004+00 REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No. MINNEAPOLIS, MN. 4700 WEST 77TH STREET BARR ENGINEERING CO. 55435-4803 Fax: (952) 832-2601 www.barr.com Ph: 1-800-632-2277 Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: Project Office: DATE REG. NO. SIGNATURE PRINTED NAME I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. AS SHOWN . .. PRELIMINARY DRAFT CADD USER: Patrick E. Brockamp FILE: M:\DESIGN\23271802.00\2327180200_BASE_C3D_DESIGN_GAULKE_FULL DREDGE CONCEPT.DWG PLOT SCALE: 1:2 PLOT DATE: 1/20/2021 4:58 PMCLIENT BID CONSTRUCTION ------- ------- ------- ------- ------- A B C 0 1 2 3--/--/--------------------- 1 2 3 4 5 6 1 2 3 4 5 6 CONCEPT - DREDGING ENTIRE POND TO 862.0 - 4:1 SIDE SLOPES, STARTING AT OHW OHW 868.0 CONTOUR BASED ON LIDAR (APPROXIMATE) FOR SOUTH PORTION OF POND LOTS OF LEANING TREES AND OVERHANGING BRANCHES MAKE IT DIFFICULT TO JUDGE EXTENTS OF WATER FROM AERIAL, THIS EXTENT MAY REQUIRE PERIMETER TREE REMOVALS OR CUTTING OVERHANGING BRANCHES AROUND THE POND EXCAVATION VOLUMES (NOT SURE WHAT IS NATIVE AND WHAT IS POND MUCK) CURRENT DESIGN BASED ON 50% 2,200 CY COMMON EXCAVATION 3,000 CY DREDGING CONTAMINATED CONCEPT - FULL DREDGING 2,200 CY COMMON EX (NORTH SLOPE AND LIFT STATION) 16,200 CY DREDGING (3,000 CY CONTAMINATED, OTHER 13,200 CY TBD, SOME MAY BE NATIVE SOIL AND BE ABLE TO BE SEPARATED AS UNREGULATED FILL / COMMON EXCAVATION) IF REST OF POND WAS CONTAMINATED 13,200 * $45 = $594,000 Brown wood Gaulke Hagemeister 41st Pl Rockford Rd 39th Ave N 4 0 t h Av e N Georgia AveFlorida AveEdgewood AveDouglas DrZane Ave NAdair Ave NHampshire AveColorado AveBrunswick Ave41st Ave N 45679 4567102 RobbinsdaleCrystal Barr Footer : ArcGIS 10.7.1, 2021-01-14 15:50 File: I:\Client\City_of_Cr ystal\Work_Orders\23271802_Brownwood_Pond\Maps\Meetings\20210114_Crystal\Figure 2 FEMA and 100 Year Preliminar y Model Results - Hag - Gaulke.mxd User : JRV HAGE MEISTE R A NDGAULKE PON DSFLOODPLAIN E X TEN TSCrystal, MNCity of C r ystalFIGURE 2 0 300 Feet !;N PRELIMIN ARY 100-Year,24-Hour In undation Area FEMA 10 0 Year Floodpl ain Building Footprints Municipal Boundary DRAFT Imager y : NearMa p, 2020 Approved by the City Council on December 1, 2020 City of Crystal Effective January 1, 2021 Adopted by the City Council on October 15, 2019 2019 - 2022 Proposed Fee Schedules Appendix IV, Exhibit 1 of the Crystal City Code Department Type City Code Accounting Code Description Expires 2018 Fee 2019 Fee Percent Increase 2020 Fee Percent Increase 2021 Fee Percent Increase 2022 Fee Percent Increase Comments Administration License 1135 0100.4110 Adult establishments 12/31 8,000.00$ 8,000.00$ 0.00%8,000.00$ 0.00%8,000.00$ 0.00%8,000.00$ 0.00% Administration License 1135 0100.4605 Adult establishments - investigation fee (in state all of last 10 years) N/A 500.00$ 500.00$ 0.00%500.00$ 0.00%500.00$ 0.00%500.00$ 0.00% Administration License 1135 0100.4605 Adult establishments - investigation fee (out of state any of last 10 years) N/A 1,000.00$ 1,000.00$ 0.00%1,000.00$ 0.00%1,000.00$ 0.00%1,000.00$ 0.00% Administration License 910 0100.4145 Multiple Animal kennel - commercial (new)4/30 150.00$ 150.00$ 0.00%150.00$ 0.00%150.00$ 0.00%150.00$ 0.00% Administration License 910 0100.4145 Multiple Animal kennel - commercial (renewal)4/30 130.00$ 130.00$ 0.00%130.00$ 0.00%130.00$ 0.00%130.00$ 0.00% Administration License 910 0100.4145 Multiple Animal kennel - noncommercial (new)4/30 100.00$ 100.00$ 0.00%100.00$ 0.00%100.00$ 0.00%100.00$ 0.00% Administration License 910 0100.4145 Multiple Animal kennel - noncommercial (renewal)4/30 80.00$ 80.00$ 0.00%80.00$ 0.00%80.00$ 0.00%80.00$ 0.00% Administration License 1100 0100.4105 Fireworks (retail store sales of consumer fireworks)12/31 100.00$ 100.00$ 0.00%100.00$ 0.00%100.00$ 0.00%100.00$ 0.00%determined by type of business per statute Administration License 1100 0100.4105 Fireworks (retail stand sales of consumer fireworks)12/31 350.00$ 350.00$ 0.00%350.00$ 0.00%350.00$ 0.00%350.00$ 0.00%determined by type of business per statute Administration License 1130 0100.4605 Lawful gambling - investigation fee N/A 250.00$ 250.00$ 0.00%250.00$ 0.00%250.00$ 0.00%250.00$ 0.00%per premise (per statute) Administration License 1200 0100.4140 Liquor - consumption and display 3/31 300.00$ 300.00$ 0.00%300.00$ 0.00%300.00$ 0.00%300.00$ 0.00%plus insurance and investigation fee (per statute) Administration License 1200 0100.4165 Liquor - off-sale 3.2% malt liquor 6/30 100.00$ 100.00$ 0.00%100.00$ 0.00%100.00$ 0.00%100.00$ 0.00%plus insurance or affidavit, as applicable, Administration License 1200 0100.4165 Liquor - off-sale small brewer (growlers)6/30 380.00$ 380.00$ 0.00%380.00$ 0.00%380.00$ 0.00%380.00$ 0.00%plus insurance and investigation fee (per Administration License 1200 0100.4165 Liquor - off-sale brewpub (growlers)6/30 380.00$ 380.00$ 0.00%380.00$ 0.00%380.00$ 0.00%380.00$ 0.00%plus insurance and investigation fee (per Administration License 1200 0100.4165 Liquor - off-sale liquor 6/30 380.00$ 380.00$ 0.00%380.00$ 0.00%380.00$ 0.00%380.00$ 0.00%plus insurance and investigation fee (per Administration License 1200 0100.4165 Liquor - off-sale microdistillery 6/30 380.00$ 380.00$ 0.00%380.00$ 0.00%380.00$ 0.00%380.00$ 0.00%plus insurance and investigation fee (per Administration License 1200 0100.4140 Liquor -club on-sale (up to 200 members)6/30 300.00$ 300.00$ 0.00%300.00$ 0.00%300.00$ 0.00%300.00$ 0.00%plus insurance and investigation fee (per Administration License 1200 0100.4140 Liquor -club on-sale (201-500 members)6/30 500.00$ 500.00$ 0.00%500.00$ 0.00%500.00$ 0.00%500.00$ 0.00%plus insurance and investigation fee (per Administration License 1200 0100.4140 Liquor - club on-sale (501-1,000 members)6/30 650.00$ 650.00$ 0.00%650.00$ 0.00%650.00$ 0.00%650.00$ 0.00%plus insurance and investigation fee (per Administration License 1200 0100.4140 Liquor - club on-sale wine (up to 200 members)6/30 150.00$ 150.00$ 0.00%150.00$ 0.00%150.00$ 0.00%150.00$ 0.00%plus insurance and investigation fee (per Administration License 1200 0100.4140 Liquor - club on-sale wine (over 200 members)6/30 250.00$ 250.00$ 0.00%250.00$ 0.00%250.00$ 0.00%250.00$ 0.00%plus insurance and investigation fee (per Administration License 1200 0100.4140 Liquor - on-sale culinary class 6/30 100.00$ 100.00$ 100.00$ plus insurance and investigation fee (per Administration License 1200 0100.4140 Liquor - club on-sale wine and 3.2% malt liquor (up to 200 6/30 216.00$ 216.00$ 0.00%216.00$ 0.00%216.00$ 0.00%216.00$ 0.00%plus insurance and investigation fee (per Administration License 1200 0100.4140 Liquor - club on-sale wine and 3.2% malt liquor (over 200 6/30 316.00$ 316.00$ 0.00%316.00$ 0.00%316.00$ 0.00%316.00$ 0.00%plus insurance and investigation fee (per Administration License 1200 0100.4115 Liquor - club on-sale 3.2% malt liquor 6/30 66.00$ 66.00$ 0.00%66.00$ 0.00%66.00$ 0.00%66.00$ 0.00%plus insurance and investigation fee (per Administration License 1200 0100.4167 Liquor - on-sale, full liquor 6/30 6,500.00$ 6,500.00$ 0.00%6,500.00$ 0.00%6,500.00$ 0.00%6,500.00$ 0.00%plus insurance and investigation fee (per statute) Administration License 1200 0100.4167 Liquor - on-sale brewer taproom 6/30 600.00$ 600.00$ 0.00%600.00$ 0.00%600.00$ 0.00%600.00$ 0.00%plus insurance and investigation fee (per Administration License 1200 0100.4167 Liquor - on-sale microdistillery, cocktail room 6/30 600.00$ 600.00$ 0.00%600.00$ 0.00%600.00$ 0.00%600.00$ 0.00%plus insurance and investigation fee (per Administration License 1200 0100.4140 Liquor - on-sale Sunday 6/30 200.00$ 200.00$ 0.00%200.00$ 0.00%200.00$ 0.00%200.00$ 0.00%plus insurance and investigation fee (per Administration License 1200 0100.4115 Liquor - on-sale 3.2% malt liquor 6/30 550.00$ 550.00$ 0.00%550.00$ 0.00%550.00$ 0.00%550.00$ 0.00%plus insurance and investigation fee (per Administration License 1200 0100.4115 Liquor - on-sale wine 6/30 2,000.00$ 2,000.00$ 0.00%2,000.00$ 0.00%2,000.00$ 0.00%2,000.00$ 0.00%plus insurance and investigation fee (per Administration License 1200 0100.4115 Liquor - on-sale wine and 3.2% malt liquor 6/30 2,550.00$ 2,550.00$ 0.00%2,550.00$ 0.00%2,550.00$ 0.00%2,550.00$ 0.00%plus insurance and investigation fee (per Administration License 1200 0100.4167 Liquor - temporary on-sale (full liquor, wine, microdistillery, small brewer and 3.2% malt liquor) per event 50.00$ 50.00$ 0.00%50.00$ 0.00%50.00$ 0.00%50.00$ 0.00%plus insurance Administration License 1200 0100.4115 Liquor - temporary wine/beer (special event)per event 50.00$ 50.00$ 0.00%50.00$ 0.00%50.00$ 0.00%50.00$ 0.00%plus insurance Administration License 1200 0100.4115 Liquor - temporary consumption and display per day 25.00$ 25.00$ 0.00%25.00$ 0.00%25.00$ 0.00%25.00$ 0.00%plus insurnace Administration License 1200 0100.4605 Liquor - investigation fee (club, 3.2% malt liquor)N/A 100.00$ 100.00$ 0.00%100.00$ 0.00%100.00$ 0.00%100.00$ 0.00%$50 for additional applicants (per statute) Administration License 1200 0100.4605 Liquor - investigation fee (off-sale 3.2% malt liquor)N/A 100.00$ 100.00$ 0.00%100.00$ 0.00%100.00$ 0.00%100.00$ 0.00%$50 for additional applicants (per statute) Administration License 1200 0100.4605 Liquor - investigation fee (off-sale and on-sale - in state all of last 10 years) N/A 500.00$ 500.00$ 0.00%500.00$ 0.00%500.00$ 0.00%500.00$ 0.00%per statute Administration License 1200 0100.4605 Liquor - investigation fee (off-sale and on-sale - out of state, any of last 10 years) N/A 1,000.00$ 1,000.00$ 0.00%1,000.00$ 0.00%1,000.00$ 0.00%1,000.00$ 0.00%per statute Administration License 1140 0100.4105 Massage - therapy enterprise 12/31 120.00$ 124.00$ 3.33%128.00$ 3.23%128.00$ 0.00%128.00$ 0.00%new license hand deliver Administration License 1140 0100.4105 Massage - therapists 12/31 60.00$ 62.00$ 3.33%64.00$ 3.23%64.00$ 0.00%64.00$ 0.00%pro-rated if issued after 6/30 ($6/mo.); new license hand deliver; plus proof of professional insurance of $1,000,000 Administration License 1140 0100.4605 Massage - investigation fee - initial license (enterprise or therapist) N/A 120.00$ 100.00$ -16.67%100.00$ 0.00%100.00$ 0.00%100.00$ 0.00%new license only; hand deliver, plus insurance Administration License 1140 0100.4605 Massage - investigation fee - renewal license (enterprise or therapist) N/A N/A 50.00$ #VALUE!50.00$ 0.00%50.00$ 0.00%50.00$ 0.00%renewal license only, plus insurance Administration License 1125 0100.4105 Pawnbroker - initial license 12/31 12,050.00$ 12,050.00$ 0.00%12,050.00$ 0.00%12,050.00$ 0.00%12,050.00$ 0.00%plus investigation fee and $5,000 bond; plus APS transaction fees (see Police section) Administration License 1125 0100.4105 Pawnbroker - renewal license 12/31 6,000.00$ 6,000.00$ 0.00%6,000.00$ 0.00%6,000.00$ 0.00%6,000.00$ 0.00%$5,000 bond; plus APS transaction fees (see Police section); prorated $500/mo. Administration License 1125 0100.4105 Pawnbroker - background investiagation 12/31 -$ -$ 0.00%-$ 0.00%50.00$ 100.00%50.00$ 0.00% Administration License 1125 0100.4605 Pawnbroker - investigation fee (in state all of last 10 years) N/A 500.00$ 500.00$ 0.00%500.00$ 0.00%500.00$ 0.00%500.00$ 0.00%per statute Administration License 1125 0100.4605 Pawnbroker - investigation fee (out of state any of last 10 years) N/A 1,000.00$ 1,000.00$ 0.00%1,000.00$ 0.00%1,000.00$ 0.00%1,000.00$ 0.00%per statute Administration License 1110 0100.4105 Peddler and solicitors daily 15.00$ 15.00$ 0.00%15.00$ 0.00%15.00$ 0.00%15.00$ 0.00%plus investigation fee Administration License 1110 0100.4105 Peddler and solicitors monthly 175.00$ 175.00$ 0.00%175.00$ 0.00%175.00$ 0.00%175.00$ 0.00%plus investigation fee Administration License 1110 0100.4105 Peddler and solicitors 12/31 300.00$ 300.00$ 0.00%300.00$ 0.00%300.00$ 0.00%300.00$ 0.00%plus investigation fee Administration License 1110 0100.4105 Transient merchants daily 15.00$ 15.00$ 0.00%15.00$ 0.00%15.00$ 0.00%15.00$ 0.00%plus investigation fee; limited to four events Administration License 1110 0100.4605 Peddler/solicitors/transient merchants - investigation fee (in state all of last 10 years) N/A 120.00$ 120.00$ 0.00%120.00$ 0.00%120.00$ 0.00%120.00$ 0.00%plus $25 for each additional person Administration License 1110 0100.4605 Peddler/solicitors/transient merchants - investigation fee (out of state any of last 10 years) N/A 125.00$ 125.00$ 0.00%125.00$ 0.00%125.00$ 0.00%125.00$ 0.00%plus $125 for each additional person City of Crystal 2019 - 2022 Proposed Fee Schedule Main Section 2 Department Type City Code Accounting Code Description Expires 2018 Fee 2019 Fee Percent Increase 2020 Fee Percent Increase 2021 Fee Percent Increase 2022 Fee Percent Increase Comments City of Crystal 2019 - 2022 Proposed Fee Schedule Main Section Administration License 605 0100.4155 Refuse vehicle - company license 9/30 120.00$ 124.00$ 3.33%128.00$ 3.23%132.00$ 3.13%136.00$ 3.03%plus insurance and DOT inspection report Administration License 605 0100.4155 Refuse vehicle - each vehicle 9/30 57.00$ 59.00$ 3.51%61.00$ 3.39%63.00$ 3.28%65.00$ 3.17%plus insurance Administration License 1120 0100.4105 Secondhand goods dealers 12/31 275.00$ 275.00$ 0.00%275.00$ 0.00%275.00$ 0.00%275.00$ 0.00%plus $3,000 bond and investigation fee; plus APS transaction fees (see Police section) Administration License 1120 0100.4105 Secondhand goods dealers (exempt from regular secondhand license) 12/31 75.00$ 75.00$ 0.00%75.00$ 0.00%75.00$ 0.00%75.00$ 0.00%exempt from police reporting Administration License 1120 0100.4105 Secondhand goods dealer multiple sales sites 12/31 564.00$ 564.00$ 0.00%564.00$ 0.00%564.00$ 0.00%564.00$ 0.00%plus $3,000 bond and investigation fee Administration License 1120 0100.4105 Secondhand goods dealer background investigation 12/31 -$ -$ 0.00%-$ 0.00%50.00$ 100.00%50.00$ 0.00% Administration License 1120 0100.4605 Secondhand goods dealers - investigation fee (in state all of last 10 years) N/A 500.00$ 500.00$ 0.00%500.00$ 0.00%500.00$ 0.00%500.00$ 0.00%per statute Administration License 1120 0100.4605 Secondhand goods dealers - investigation fee (out of state any of last 10 years) N/A 1,000.00$ 1,000.00$ 0.00%1,000.00$ 0.00%1,000.00$ 0.00%1,000.00$ 0.00%per statute Administration License 1105 0100.4135 Tobacco (over the counter only)12/31 325.00$ 325.00$ 0.00%325.00$ 0.00%325.00$ 0.00%325.00$ 0.00% Administration License 1105 0100.4605 Tobacco - investigation fee - initial license N/A N/A 100.00$ #VALUE!100.00$ 0.00%100.00$ 0.00%100.00$ 0.00%new license only Administration License 1105 0100.4605 Tobacco - investigation fee -renewal license N/A N/A 50.00$ #VALUE!50.00$ 0.00%50.00$ 0.00%50.00$ 0.00%renewal license only Administration License 1115 0100.4191 Tree trimmer 12/31 100.00$ 100.00$ 0.00%100.00$ 0.00%100.00$ 0.00%100.00$ 0.00%plus insurance and $2,500 bond Administration License 1000 0100.XXXX License late fees - added to license revenue accounts Administration License 1000 0100.XXXX License late fees - added to license revenue accounts Administration Other 0100.4220 Address change administrative fee N/A 100.00$ 103.00$ 3.00%106.00$ 2.91%106.00$ 0.00%106.00$ 0.00% Administration Other 0100.4403 Administrative charge for nuisance elimination/abatement N/A 100.00$ 103.00$ 3.00%106.00$ 2.91%106.00$ 0.00%106.00$ 0.00%per incident plus actual costs Administration Other 0100.4430 Certification of minutes and other documents N/A cost incurred cost incurred cost incurred cost incurred cost incurred Administration Other 0100.4430 Certification of minutes (mailed)N/A cost incurred cost incurred cost incurred cost incurred cost incurred Administration Other 0100.4430 City code book N/A cost incurred cost incurred cost incurred cost incurred cost incurred Administration Other 0100.4430 Copies of property deeds and liens N/A cost incurred cost incurred cost incurred cost incurred cost incurred Administration Other 0100.4430 Copy of City Council or Economic Development Authority meeting N/A cost incurred cost incurred cost incurred cost incurred cost incurred Administration Other 0100.4430 Data practices processing fee N/A cost incurred cost incurred cost incurred cost incurred cost incurred per statute Administration Other 340 0100.4414 Domestic Partner Registration Application N/A 40.00$ 40.00$ 0.00%40.00$ 0.00%40.00$ 0.00%40.00$ 0.00% Administration Other 340 0100.4414 Domestic Partner Registration Amendments & Terminations N/A 10.00$ 10.00$ 0.00%10.00$ 0.00%10.00$ 0.00%10.00$ 0.00% Administration Other 0100.4902 Filing for election - affidavit of candidacy application N/A 25.00$ 25.00$ 0.00%25.00$ 0.00%25.00$ 0.00%25.00$ 0.00%per ordinance, section 4.10 of City Charter Administration Other 1200 0100.4715 Fines - liquor violations N/A Varies Varies Varies Varies Varies determined by governing body - Resolution 2018-160 Administration Other 1105 0100.4720 Fines - tobacco violations N/A Varies Varies Varies Varies Varies determined by governing body - Resolution 2018-126 Administration Other 1120 0100.4725 Fines - secondhand goods violations Varies Varies Varies determined by governing body - Resolution 2018-126 Administration Other 1125 0100.4725 Fines - pawnbroker violations Varies Varies Varies determined by governing body - Resolution 2018-126 Administration Other 1130 3709.4950 Lawful Gambling - Net Profits 12/31 10%10%0.00%10%0.00%10%0.00%10%0.00% of organization's net profits derived within Administration Other 1130 3709.4950 Lawful Gambling - Lawful purpose expenditures 12/31 15%15%0.00%15%0.00%15%0.00%15%0.00% shortfall of organization's lawful purpose expenditures that must be expended within Administration Other 0100.4420 Notary N/A 5.00$ 5.00$ 0.00%5.00$ 0.00%5.00$ 0.00%5.00$ 0.00%per statute Administration Other 0100.4430 Photocopying N/A 0.25$ 0.25$ 0.00%0.25$ 0.00%0.25$ 0.00%0.25$ 0.00%per side of a page (per statute) Administration Other 0100.4430 Photocopying N/A 0.50$ 0.50$ 0.00%0.50$ 0.00%0.50$ 0.00%0.50$ 0.00%larger than 8 1/2 X 11 sheet (per side) Administration Other 0100.4420 Special assessment record requests N/A 25.00$ 25.00$ 0.00%25.00$ 0.00%25.00$ 0.00%25.00$ 0.00% 25% of license fee if one to seven days late 50% of license fee if over seven days late (can be charged after 30 days late) 3 Department Type City Code Accounting Code Description Expires 2018 Fee 2019 Fee Percent Increase 2020 Fee Percent Increase 2021 Fee Percent Increase 2022 Fee Percent Increase Comments City of Crystal 2019 - 2022 Proposed Fee Schedule Main Section Building Permit 0100.4210 Building - basic 6 mo.6 mo.Table 1-A Table 1-A 0.00%Table 1-A 0.00%Table 1-A 0.00%Table 1-A 0.00%Table 1-A has been added at the end of the Fee Schedule Building Permit 0100.4210 Building - grading permit 6 mo.Table 1-A Table 1-A 0.00%Table 1-A 0.00%Table 1-A 0.00%Table 1-A 0.00%Table 1-A has been added at the end of the Fee Schedule Building Permit 0100.4210 Building - permit minimum 60.00$ 63.00$ 5.00%63.00$ 0.00%63.00$ 0.00%63.00$ 0.00%plus state surcharge Building 0100.2210 Building - Construction Mgmt. Agmt. Escrow (new construct.) 2,000.00$ 2,000.00$ 0.00%2,000.00$ 0.00%2,000.00$ 0.00%2,000.00$ 0.00% Building 0100.2210 Building - Construction Mgmt. Agmt. Escrow (major addition) 1,000.00$ 1,000.00$ 0.00%1,000.00$ 0.00%1,000.00$ 0.00%1,000.00$ 0.00% Building Permit 0100.4210 Building - minor moving bldgs, one location to another / diff. lot 6 mo.63.00$ 63.00$ 0.00%63.00$ 0.00%63.00$ 0.00%65.00$ 3.17%plus deposit Building Permit 0100.4210 Building - moving 1 bldg. location to another location or diff. / lot 6 mo.158.00$ 158.00$ 0.00%158.00$ 0.00%158.00$ 0.00%163.00$ 3.16%plus deposit Building Permit 0100.4210 Building - moving building on same lot 6 mo.33.00$ 33.00$ 0.00%33.00$ 0.00%33.00$ 0.00%34.00$ 3.03%plus deposit Building Permit 0100.4210 Building - plan check - Residential - % of bldg permit 6 mo.50%50%0.00%50%0.00%50%0.00%50%0.00%Percentage of the applicable permit fee per table 1-A Building Permit 0100.4210 Building - plan check - Commercial/Industrial - % of bldg permit fee 6 mo.65%65%0.00%65%0.00%65%0.00%65%0.00%Percentage of the applicable permit fee per table 1-A Building Permit 0100.4210 Building - state contractors license surcharge 6 mo.5.00$ 5.00$ 0.00%5.00$ 0.00%5.00$ 0.00%5.00$ 0.00% Building Permit 0100.4210 Building - wrecking (minimum fee)6 mo.65.00$ 65.00$ 0.00%65.00$ 0.00%65.00$ 0.00%65.00$ 0.00%flat fee, includes state surcharge Building Permit 0100.4210 Building - draintile 6 mo.115.00$ 115.00$ 0.00%115.00$ 0.00%115.00$ 0.00%118.00$ 2.61%flat fee, includes state surcharge Building Permit 0100.4210 Building - window replacement, 1-3 windows 6 mo.87.00$ 90.00$ 3.45%92.00$ 2.22%92.00$ 0.00%95.00$ 3.26%flat fee, includes state surcharge Building Permit 0100.4210 Building - window replacement, 4 or more windows 6 mo.169.00$ 174.00$ 2.96%178.00$ 2.30%178.00$ 0.00%182.00$ 2.25%flat fee, includes state surcharge Building Permit 0100.4210 Building - patio door replacement 6 mo.115.00$ 118.00$ 2.61%121.00$ 2.54%121.00$ 0.00%125.00$ 3.31%flat fee, includes state surcharge Building Permit 0100.4210 Building - egress window replacement/install, 1 window 6 mo.87.00$ 90.00$ 3.45%92.00$ 2.22%92.00$ 0.00%95.00$ 3.26%flat fee, includes state surcharge Building Permit 0100.4210 Building - egress window replacement/install, 2 or more windows 6 mo.115.00$ 118.00$ 2.61%121.00$ 2.54%121.00$ 0.00%125.00$ 3.31%flat fee, includes state surcharge Building Permit 0100.4210 Building - siding new or replacement 6 mo.158.00$ 163.00$ 3.16%167.00$ 2.45%167.00$ 0.00%172.00$ 2.99%flat fee, includes state surcharge Building Permit 0100.4210 Building - tearoff and reroof 6 mo.136.00$ 140.00$ 2.94%144.00$ 2.86%144.00$ 0.00%148.00$ 2.78%flat fee, includes state surcharge Building Permit 0100.4210 Building - reroofing, add second layer 6 mo.103.00$ 106.00$ 2.91%109.00$ 2.83%109.00$ 0.00%112.00$ 2.75%flat fee, includes state surcharge Building Permit 0100.4210 Building - investigation fee see comments see comments 0.00%see comments 0.00%see comments 0.00%see comments 0.00%1 X applicable permit fee Building Permit 0100.4210 Building - working without a permit see comments see comments 0.00%see comments 0.00%see comments 0.00%see comments 0.00%1 X applicable permit fee Building Permit 0100.4210 Building - reinspection fee 65.00$ 65.00$ 0.00%65.00$ 0.00%65.00$ 0.00%65.00$ 0.00% Building Permit 0100.4210 Building - administrative fee on refund of a building permit 20%20%0.00%20%0.00%20%0.00%20%0.00%of permit application fee Building Permit 0100.4210 Building - lead certification verification 5.00$ 5.00$ 0.00%5.00$ 0.00%5.00$ 0.00%5.00$ 0.00%per statute 326B.815, subd. 2 Building Permit 0100.4220 Driveway construction 6 mo.93.00$ 96.00$ 3.23%98.00$ 2.08%98.00$ 0.00%98.00$ 0.00% Building Permit 0100.4220 Driveway reconstruction/replacement/modification 6 mo.93.00$ 96.00$ 3.23%98.00$ 2.08%98.00$ 0.00%98.00$ 0.00% Building Permit 0100.4220 Sidewalk or curb and gutter construction 6 mo.65.00$ 67.00$ 3.08%69.00$ 2.99%69.00$ 0.00%69.00$ 0.00% Building Permit 0100.4222 Electrical - new service/power supply 0-200 amp 100.00$ 105.00$ 5.00%105.00$ 0.00%110.00$ 4.76%110.00$ 0.00%add $15 for each additional 100 amps Building Permit 0100.4222 Electrical - replace existing main panel with new panel in same location 100.00$ 105.00$ 5.00%105.00$ 0.00%110.00$ 4.76%110.00$ 0.00% Building Permit 0100.4222 Electrical - replace existing sub panel with new panel in same location 40.00$ 42.00$ 5.00%42.00$ 0.00%44.00$ 4.76%44.00$ 0.00% Building Permit 0100.4222 Electrical - transformers up to 10 KVA 10.00$ 10.50$ 5.00%10.50$ 0.00%11.00$ 4.76%11.00$ 0.00% Building Permit 0100.4222 Electrical - transformers 11 to 74 KVA 40.00$ 42.00$ 5.00%42.00$ 0.00%44.00$ 4.76%44.00$ 0.00% Building Permit 0100.4222 Electrical - transformers 75 to 299 KVA 60.00$ 63.00$ 5.00%63.00$ 0.00%66.00$ 4.76%66.00$ 0.00% Building Permit 0100.4222 Electrical - transformers 300 KVA or more 150.00$ 158.00$ 5.33%158.00$ 0.00%166.00$ 5.06%166.00$ 0.00% Building Permit 0100.4222 Electrical - retro fit lighting 0.65$ 0.69$ 6.15%0.69$ 0.00%0.72$ 4.35%0.72$ 0.00%per fixture Building Permit 0100.4222 Electrical - sign transformers 8.00$ 8.50$ 6.25%8.50$ 0.00%9.00$ 5.88%9.00$ 0.00%per unit Building Permit 0100.4222 Electrical - swimming pools 80.00$ 84.00$ 5.00%84.00$ 0.00%88.00$ 4.76%88.00$ 0.00%includes two trips, doesn't include circuits Building Permit 0100.4222 Electrical - feeders/circuits 0 to 30 amp 8.00$ 8.50$ 6.25%8.50$ 0.00%9.00$ 5.88%9.00$ 0.00% Building Permit 0100.4222 Electrical - feeders/circuits 31 to 100 amp 10.00$ 10.50$ 5.00%10.50$ 0.00%11.00$ 4.76%11.00$ 0.00%add $5 for each additional 100 amps Building Permit 0100.4222 Electrical - apartment buildings 70.00$ 74.00$ 5.71%74.00$ 0.00%78.00$ 5.41%78.00$ 0.00%per unit, doesn't include service/house Building Permit 0100.4222 Electrical - traffic signals 7.00$ 7.50$ 7.14%7.50$ 0.00%8.00$ 6.67%8.00$ 0.00%per standard Building Permit 0100.4222 Electrical - street lights and lot lights 4.00$ 4.25$ 6.25%4.25$ 0.00%4.50$ 5.88%4.50$ 0.00%per pole Building Permit 0100.4222 Electrical - remote control or signal wiring 0.75$ 0.79$ 5.33%0.79$ 0.00%0.84$ 6.33%0.84$ 0.00%per device Building Permit Electrical - minimum fee per trip.40.00$ 42.00$ 5.00%42.00$ 0.00%44.00$ 4.76%44.00$ 0.00%Residential maximum fee is $195 with a service of 200 amps or less; no maximum if service is larger than 200 amps 4 Department Type City Code Accounting Code Description Expires 2018 Fee 2019 Fee Percent Increase 2020 Fee Percent Increase 2021 Fee Percent Increase 2022 Fee Percent Increase Comments City of Crystal 2019 - 2022 Proposed Fee Schedule Main Section Building Permit 0100.4225 Fire - suppression 6 mo.Table 1-A Table 1-A 0.00%Table 1-A 0.00%Table 1-A 0.00%Table 1-A 0.00%Table 1-A has been added at the end of the Fee Schedule Building Permit 0100.4225 Fire - vent hood cleaning 60.00$ 63.00$ 5.00%63.00$ 0.00%63.00$ 0.00%63.00$ 0.00%flat fee, no state surcharge Building Permit 0100.4240 Mechanical 6 mo.60.00$ 63.00$ 5.00%63.00$ 0.00%63.00$ 0.00%65.00$ 3.17%plus 2% of valuation over $2,900 Building Permit 0100.4240 Mechanical - residential garage heater 6 mo.65.00$ 67.00$ 3.08%69.00$ 2.99%69.00$ 0.00%65.00$ -5.80%flat fee, includes state surcharge Building Permit 0100.4240 Mechanical - residential gas range installation 6 mo.a - new flat fee ite 67.00$ N/A 69.00$ 2.99%69.00$ 0.00%65.00$ -5.80%flat fee, includes state surcharge (new flat Building Permit 0100.4240 Mechanical - residential gas dryer installation 6 mo.a - new flat fee ite 67.00$ N/A 69.00$ 2.99%69.00$ 0.00%65.00$ -5.80%flat fee, includes state surcharge (new flat Building Permit 0100.4240 Mechanical - residential gas fireplace installation 6 mo.65.00$ 67.00$ 3.08%69.00$ 2.99%69.00$ 0.00%65.00$ -5.80%flat fee, includes state surcharge Building Permit 0100.4240 Mechanical - residential air conditioning new/replace 6 mo.65.00$ 67.00$ 3.08%69.00$ 2.99%69.00$ 0.00%65.00$ -5.80%flat fee, includes state surcharge Building Permit 0100.4240 Mechanical - residential vent fan 32.00$ -49.21% Building Permit 0100.4240 Mechanical - residential furnace new/replace 6 mo.87.00$ 89.00$ 2.30%92.00$ 3.37%92.00$ 0.00%95.00$ 3.26%flat fee, includes state surcharge Building Permit 0100.4240 Mechanical - residential furnace and air conditioning new/replace 6 mo.130.00$ 133.00$ 2.31%137.00$ 3.01%137.00$ 0.00%142.00$ 3.65%flat fee, includes state surcharge Building Permit 0100.4240 Bldg. - administrative fee on refund of a mechanical permit 6 mo.20%20%0.00%20%0.00%20%0.00%20%0.00%of permit application fee Building Permit 0100.4205 Misc. - beer dispenser/ connected with water supply (6 mo.) 6 mo.29.00$ 30.00$ 3.45%31.00$ 3.33%31.00$ 0.00%32.00$ 3.23% Building Permit 0505.4250 Plumbing - abandoning/repair water service 6 mo.29.00$ 30.00$ 3.45%31.00$ 3.33%plus state surcharge Building Permit 0100.4250 Plumbing - blowoff basin 6 mo.29.00$ 30.00$ 3.45%31.00$ 3.33%31.00$ 0.00%32.00$ 3.23%plus state surcharge Building Permit 0100.4250 Plumbing - catch basin 6 mo.29.00$ 30.00$ 3.45%31.00$ 3.33%31.00$ 0.00%32.00$ 3.23%plus state surcharge Building Permit 0100.4250 Plumbing - extension of water pipe or system 6 mo.29.00$ 30.00$ 3.45%31.00$ 3.33%31.00$ 0.00%32.00$ 3.23%plus state surcharge Building Permit 0100.4250 Plumbing - hydraulic sewer valve 6 mo.29.00$ 30.00$ 3.45%31.00$ 3.33%31.00$ 0.00%32.00$ 3.23%plus state surcharge Building Permit 0100.4250 Plumbing - new fixtures opening 6 mo.29.00$ 30.00$ 3.45%31.00$ 3.33%31.00$ 0.00%32.00$ 3.23%plus state surcharge Building Permit 0100.4250 Plumbing - permit minimum 6 mo.60.00$ 63.00$ 5.00%63.00$ 0.00%63.00$ 0.00%65.00$ 3.17%plus state surcharge Building Permit 0100.4250 Plumbing - water heater 6 mo.50.00$ 51.00$ 2.00%52.00$ 1.96%52.00$ 0.00%65.00$ 25.00%flat fee, includes state surcharge Building Permit 0100.4250 Plumbing - dishwasher 6 mo./a-new flat fee ite 51.00$ N/A 52.00$ 1.96%31.00$ -40.38%32.00$ 3.23%flat fee, includes state surcharge (new flat fee permit) Building Permit 0100.4250 Plumbing - rainwater leader up to 10 stories 6 mo.29.00$ 30.00$ 3.45%31.00$ 3.33%31.00$ 0.00%32.00$ 3.23%flat fee, includes state surcharge Building Permit 0100.4250 Plumbing - rainwater leader each additional 15 stories after the first 10 6 mo.29.00$ 30.00$ 3.45%31.00$ 3.33%31.00$ 0.00%32.00$ 3.23%plus state surcharge Building Permit 0100.4250 Plumbing - alterations over $500 6 mo.29.00$ 30.00$ 3.45%31.00$ 3.33%31.00$ 0.00%32.00$ 3.23%for each $500 of value, plus state surcharge Building Permit 0100.4250 Plumbing - replace water distribution piping or system 6 mo.29.00$ 30.00$ 3.45%31.00$ 3.33%31.00$ 0.00%32.00$ 3.23%plus state surcharge Building Permit 0100.4250 Plumbing - rough in fixtures/set in fixtures 6 mo.18.00$ 18.00$ 0.00%19.00$ 5.56%19.00$ 0.00%20.00$ 5.26%per fixture, plus state surcharge Building Permit 0100.4250 Plumbing - sewage ejector 6 mo.29.00$ 30.00$ 3.45%31.00$ 3.33%31.00$ 0.00%32.00$ 3.23%plus state surcharge Building Permit 0100.4250 Plumbing - sump or receiving tank 6 mo.29.00$ 30.00$ 3.45%31.00$ 3.33%31.00$ 0.00%32.00$ 3.23%plus state surcharge Building Permit 0100.4250 Plumbing - vacuum breaker 6 mo.29.00$ 30.00$ 3.45%31.00$ 3.33%31.00$ 0.00%32.00$ 3.23%plus state surcharge Building Permit 0100.4250 Plumbing - water piping, first 100 lineal feet 6 mo.29.00$ 30.00$ 3.45%31.00$ 3.33%31.00$ 0.00%32.00$ 3.23%plus state surcharge Building Permit 0100.4250 Plumbing - water piping, additional 100 lineal feet 6 mo.29.00$ 30.00$ 3.45%31.00$ 3.33%31.00$ 0.00%32.00$ 3.23%plus state surcharge Building Permit 0100.4250 Plumbing - water treating or softening device 6 mo.29.00$ 30.00$ 3.45%31.00$ 3.33%31.00$ 0.00%32.00$ 3.23%flat fee, includes state surcharge Building Permit 0100.4250 Plumbing - administrative fee on refund of a plumbing permit 6 mo.20.00%20.00%0.00%20.00%0.00%20.00%0.00%20.00%0.00% Building Permit 0100.4255 Sewer - permit minimum 6 mo.67.00$ 69.00$ 2.99%71.00$ 2.90%71.00$ 0.00%73.00$ 2.82%plus state surcharge Building Permit 0100.4255 Sewer - new connection charge 6 mo.67.00$ 69.00$ 2.99%71.00$ 2.90%71.00$ 0.00%73.00$ 2.82%plus state surcharge Building Permit 0100.4255 Sewer - storm sewer connection 6 mo.67.00$ 69.00$ 2.99%71.00$ 2.90%71.00$ 0.00%73.00$ 2.82%plus state surcharge Building Permit 0100.4260 Signs - temporary 1 week 50.00$ 51.00$ 2.00%52.00$ 1.96%52.00$ 0.00%52.00$ 0.00% Building Permit 530 0100.4260 Signs - other than temporary 6 mo.80.00$ 82.00$ 2.50%85.00$ 3.66%85.00$ 0.00%88.00$ 3.53%plus $1.15 per square foot Building Permit 0100.4440 State surcharge (no valuation)6 mo.1.00$ 1.00$ 0.00%1.00$ 0.00%1.00$ 0.00%1.00$ 0.00% effective July 1, 2015 Building Permit 0100.4440 State surcharge/work with value 6 mo..0005 x val .0005 x value 0.00%.0005 x value 0.00%.0005 x value 0.00%.0005 x value 0.00% Building Permit 0100.4270 Water - new connection charge 6 mo.67.00$ 69.00$ 2.99%71.00$ 2.90%71.00$ 0.00%73.00$ 2.82%plus state surcharge Building Permit 0100.4270 Water - water meter, fire meter 6 mo.67.00$ 69.00$ 2.99%71.00$ 2.90%71.00$ 0.00%73.00$ 2.82%plus state surcharge New flat fee item (currently subject to 63.00 mechanical permit base fee) 5 Department Type City Code Accounting Code Description Expires 2018 Fee 2019 Fee Percent Increase 2020 Fee Percent Increase 2021 Fee Percent Increase 2022 Fee Percent Increase Comments City of Crystal 2019 - 2022 Proposed Fee Schedule Main Section Code Enforcement Other 306 0100.4725 Fine - admin. enforcement, Level One Violation - 1st violation 75.00$ 75.00$ 0.00%75.00$ 0.00%75.00$ 0.00%75.00$ 0.00% Code Enforcement Other 306 0100.4725 Fine - admin. enforcement, Level One Violation - 2nd violation 90.00$ 90.00$ 0.00%90.00$ 0.00%90.00$ 0.00%90.00$ 0.00% Code Enforcement Other 306 0100.4725 Fine - admin. enforcement, Level One Violation - 3rd violation 110.00$ 110.00$ 0.00%110.00$ 0.00%110.00$ 0.00%110.00$ 0.00% Code Enforcement Other 306 0100.4725 Fine - admin. enforcement, Level One Violation - 4th violation 130.00$ 130.00$ 0.00%130.00$ 0.00%130.00$ 0.00%130.00$ 0.00% Code Enforcement Other 306 0100.4725 Fine - admin. enforcement, Level Two Violation - 1st violation 120.00$ 120.00$ 0.00%120.00$ 0.00%120.00$ 0.00%120.00$ 0.00% Code Enforcement Other 306 0100.4725 Fine - admin. enforcement, Level Two Violation - 2nd violation 140.00$ 140.00$ 0.00%140.00$ 0.00%140.00$ 0.00%140.00$ 0.00% Code Enforcement Other 306 0100.4725 Fine - admin. enforcement, Level Two Violation - 3rd violation 170.00$ 170.00$ 0.00%170.00$ 0.00%170.00$ 0.00%170.00$ 0.00% Code Enforcement Other 306 0100.4725 Fine - admin. enforcement, Level Two Violation - 4th violation 220.00$ 220.00$ 0.00%220.00$ 0.00%220.00$ 0.00%220.00$ 0.00% Code Enforcement Other 306 0100.4725 Fine - admin. enforcement, Level Three Violation - 1st violation 180.00$ 180.00$ 0.00%180.00$ 0.00%180.00$ 0.00%180.00$ 0.00% Code Enforcement Other 306 0100.4725 Fine - admin. enforcement, Level Three Violation - 2nd violation 220.00$ 220.00$ 0.00%220.00$ 0.00%220.00$ 0.00%220.00$ 0.00% Code Enforcement Other 306 0100.4725 Fine - admin. enforcement, Level Three Violation - 3rd violation 260.00$ 260.00$ 0.00%260.00$ 0.00%260.00$ 0.00%260.00$ 0.00% Code Enforcement Other 306 0100.4725 Fine - admin. enforcement, Level Three Violation - 4th violation 340.00$ 340.00$ 0.00%340.00$ 0.00%340.00$ 0.00%340.00$ 0.00% Code Enforcement Other 306 0100.4725 Fine - admin. enforcement, Level Four Violation - 1st violation 260.00$ 260.00$ 0.00%260.00$ 0.00%260.00$ 0.00%260.00$ 0.00% Code Enforcement Other 306 0100.4725 Fine - admin. enforcement, Level Four Violation - 2nd violation 320.00$ 320.00$ 0.00%320.00$ 0.00%320.00$ 0.00%320.00$ 0.00% Code Enforcement Other 306 0100.4725 Fine - admin. enforcement, Level Four Violation - 3rd violation 380.00$ 380.00$ 0.00%380.00$ 0.00%380.00$ 0.00%380.00$ 0.00% Code Enforcement Other 306 0100.4725 Fine - admin. Enforcement, Level Four Violation - 4th violation 500.00$ 500.00$ 0.00%500.00$ 0.00%500.00$ 0.00%500.00$ 0.00% Gymnasiums (limited set-up) CCC Other 2721.4513 1 Gym: Per Hour Max Fee (Non-Resident)weekday 50.00$ 50.00$ 0.00%50.00$ 0.00%50.00$ 0.00%50.00$ 0.00% CCC Other 2721.4513 1 Gym: Per Hour Max Fee (Non-Resident)weekend 60.00$ 60.00$ 0.00%60.00$ 0.00%60.00$ 0.00%60.00$ 0.00% CCC Other 2721.4513 2 Gyms: Per Hour Max Fee (Non-Resident)weekday 75.00$ 75.00$ 0.00%75.00$ 0.00%75.00$ 0.00%75.00$ 0.00% CCC Other 2721.4513 2 Gyms: Per Hour Max Fee (Non-Resident)weekend 85.00$ 85.00$ 0.00%85.00$ 0.00%85.00$ 0.00%85.00$ 0.00% CCC Other 2721.4513 3 Gyms: Per Hour Max Fee (Non-Resident)weekday 90.00$ 90.00$ 0.00%90.00$ 0.00%90.00$ 0.00%90.00$ 0.00% CCC Other 2721.4513 3 Gyms: Per Hour Max Fee (Non-Resident)weekend 100.00$ 100.00$ 0.00%100.00$ 0.00%100.00$ 0.00%100.00$ 0.00% CCC Other 2721.4513 1 Gym: 7+ hours (up to 100 people)weekday 350.00$ 350.00$ 0.00%350.00$ 0.00%350.00$ 0.00%350.00$ 0.00% CCC Other 2721.4513 1 Gym: 7+ hours (up to 100 people)weekend 420.00$ 420.00$ 0.00%420.00$ 0.00%420.00$ 0.00%420.00$ 0.00% CCC Other 2721.4513 2 Gyms: 7+ hours (101 to 250 people)weekday 525.00$ 525.00$ 0.00%525.00$ 0.00%525.00$ 0.00%525.00$ 0.00% CCC Other 2721.4513 2 Gyms: 7+ hours (101 to 250 people)weekend 595.00$ 595.00$ 0.00%595.00$ 0.00%595.00$ 0.00%595.00$ 0.00% CCC Other 2721.4513 3 Gyms: 7+ hours (251 to 400 people)weekday 630.00$ 630.00$ 0.00%630.00$ 0.00%630.00$ 0.00%630.00$ 0.00% 3 Gyms: 7+ hours (251 to 400 people)weekend 700.00$ 700.00$ 0.00%700.00$ 0.00%700.00$ 0.00%700.00$ 0.00% 2730.4462 Forest gym - Same Rates as Community Center (different code) Rental fee adjustments CCC Other 2721.4513 Event Set-up/Clean-up Fee, Meeting / Show (each gym)60.00$ 60.00$ 0.00%60.00$ 0.00%60.00$ 0.00%60.00$ 0.00% CCC Other 2721.4513 Event Set-up/Clean-up Fee, Food / Banquet Event (each room or gym) 250.00$ 250.00$ 0.00%250.00$ 0.00%250.00$ 0.00%250.00$ 0.00% CCC Other 2721.4513 Alcohol Permit Fee 50.00$ 50.00$ 0.00%50.00$ 0.00%50.00$ 0.00%50.00$ 0.00% CCC Other 2721.4513 Alcohol Security Fee (Crystal Police) - per room / per hour (minimum 3 hours) 70.00$ 70.00$ 0.00%70.00$ 0.00%70.00$ 0.00%70.00$ 0.00% CCC Other 2721.4513 Crystal Resident (or non-Crystal service organization) Gym Rental Discount 20%20%0.00%20%0.00%20%0.00%20%0.00% CCC Other 2721.4513 Crystal Youth or Service Organization Gym Rental Discount 50%50%0.00%50%0.00%50%0.00%50%0.00% CCC Other 2721.4520 Open gym - Adult 5.00$ 5.00$ 0.00%5.00$ 0.00%5.00$ 0.00%5.00$ 0.00%per time CCC Other 2721.4523 Open gym - Youth 2.00$ 2.00$ 0.00%2.00$ 0.00%2.00$ 0.00%2.00$ 0.00%per time 2730.4462 Forest Gym - Same rates as Community Center (different code) same rates as Community Center same rates as Community Center 6 Department Type City Code Accounting Code Description Expires 2018 Fee 2019 Fee Percent Increase 2020 Fee Percent Increase 2021 Fee Percent Increase 2022 Fee Percent Increase Comments City of Crystal 2019 - 2022 Proposed Fee Schedule Main Section Meeting Rooms (includes set-up) CCC Other 2721.4513 Large Room (Minnesota) - Per Hour weekday 100.00$ 100.00$ 0.00%100.00$ 0.00%100.00$ 0.00%100.00$ 0.00% CCC Other 2721.4513 Large Room (Minnesota) - Per Hour weekend 115.00$ 115.00$ 0.00%115.00$ 0.00%115.00$ 0.00%115.00$ 0.00% CCC Other 2721.4513 Large Room (Minnesota) - 7+ hours weekday 700.00$ 700.00$ 0.00%700.00$ 0.00%700.00$ 0.00%700.00$ 0.00% CCC Other 2721.4513 Large Room (Minnesota) - 7+ hours weekend 805.00$ 805.00$ 0.00%805.00$ 0.00%805.00$ 0.00%805.00$ 0.00% CCC Other 2721.4513 Medium Room (Combined Crystal) - Per Hour weekday 50.00$ 50.00$ 0.00%50.00$ 0.00%50.00$ 0.00%50.00$ 0.00%capacity 100 CCC Other 2721.4513 Medium Room (Combined Crystal) - Per Hour weekend 60.00$ 60.00$ 0.00%60.00$ 0.00%60.00$ 0.00%60.00$ 0.00%capacity 100 CCC Other 2721.4513 Medium Room (Combined Crystal) - 7+ hours weekday 350.00$ 350.00$ 0.00%350.00$ 0.00%350.00$ 0.00%350.00$ 0.00%capacity 100 CCC Other 2721.4513 Medium Room (Combined Crystal) - 7+ hours weekend 420.00$ 420.00$ 0.00%420.00$ 0.00%420.00$ 0.00%420.00$ 0.00%capacity 100 CCC Other 2721.4513 Small room (Activity or Game) - Per Hour weekday 40.00$ 40.00$ 0.00%40.00$ 0.00%40.00$ 0.00%40.00$ 0.00%capacity 50-70 CCC Other 2721.4513 Small room (Activity or Game) - Per Hour weekend 50.00$ 50.00$ 0.00%50.00$ 0.00%50.00$ 0.00%50.00$ 0.00%capacity 50-70 CCC Other 2721.4513 Small room (Activity or Game) - 7+ Hours weekday 280.00$ 280.00$ 0.00%280.00$ 0.00%280.00$ 0.00%280.00$ 0.00%capacity 50-70 CCC Other 2721.4513 Small room (Activity or Game) - 7+ Hours weekend 350.00$ 350.00$ 0.00%350.00$ 0.00%350.00$ 0.00%350.00$ 0.00%capacity 50-70 CCC Other 2721.4513 Small room - Youth birthday party weekend 60.00$ 60.00$ 0.00%60.00$ 0.00%60.00$ 0.00%60.00$ 0.00%2 hours, includes 1 hour gym time if available CCC Other 2721.4513 Very Small Room (Creek) - Per Hour weekday 20.00$ 20.00$ 0.00%20.00$ 0.00%20.00$ 0.00%20.00$ 0.00%capacity 12 CCC Other 2721.4513 Very Small Room (Creek) - Per Hour weekend 30.00$ 30.00$ 0.00%30.00$ 0.00%30.00$ 0.00%30.00$ 0.00%capacity 12 CCC Other 2721.4513 Very small room (Creek) - 7+ Hours weekday 140.00$ 140.00$ 0.00%140.00$ 0.00%140.00$ 0.00%140.00$ 0.00%capacity 12 CCC Other 2721.4513 Very small room (Creek) - 7+ Hours weekend 210.00$ 210.00$ 0.00%210.00$ 0.00%210.00$ 0.00%210.00$ 0.00%capacity 12 Rental Fee Adjustments CCC Other 2721.4513 Crystal Resident (or non-Crystal service organization) Room Rental Discount 20%20%0.00%20%0.00%20%0.00%20%0.00% CCC Other 2721.4513 Crystal Youth or Service Organization Room Rental Discount 50%50%0.00%50%0.00%50%0.00%50%0.00% CCC Other 2721.4523 Youth Group Overnights (no discount)weekend 1,000.00$ 1,000.00$ 0.00%1,000.00$ 0.00%1,000.00$ 0.00%1,000.00$ 0.00%no discount Add-On Items (no discount) CCC Other 2721.4513 Kitchen (with rental) - Flat Fee (no discount)weekday 40.00$ 40.00$ 0.00%40.00$ 0.00%40.00$ 0.00%40.00$ 0.00% CCC Other 2721.4513 Kitchen (with rental) - Flat Fee (no discount)weekend 60.00$ 60.00$ 0.00%60.00$ 0.00%60.00$ 0.00%60.00$ 0.00% CCC Other 2721.4513 Kitchen - (outside room rental time) - Per Hour any day 40.00$ 40.00$ 0.00%40.00$ 0.00%40.00$ 0.00%40.00$ 0.00% CCC Other 2721.4513 Coffee service varies varies varies varies varies CCC Other 2721.4513 Electronic Equipment, Lectern, etc. varies varies varies varies varies CCC Other 2721.4513 Building early opening - Per Hour weekday 30.00$ 30.00$ 0.00%30.00$ 0.00%30.00$ 0.00%30.00$ 0.00% CCC Other 2721.4513 Building early opening - Per Hour weekend 40.00$ 40.00$ 0.00%40.00$ 0.00%40.00$ 0.00%40.00$ 0.00% Damage Deposits (no discount) CCC Other 2721.2210 All Day Events - Per Gym or Room 200.00$ 200.00$ 0.00%200.00$ 0.00%200.00$ 0.00%200.00$ 0.00% CCC Other 2721.2210 Kitchen Use 100.00$ 100.00$ 0.00%100.00$ 0.00%100.00$ 0.00%100.00$ 0.00% CCC Other 2721.2210 Group Overnights 200.00$ 200.00$ 0.00%200.00$ 0.00%200.00$ 0.00%200.00$ 0.00% 7 Department Type City Code Accounting Code Description Expires 2018 Fee 2019 Fee Percent Increase 2020 Fee Percent Increase 2021 Fee Percent Increase 2022 Fee Percent Increase Comments City of Crystal 2019 - 2022 Proposed Fee Schedule Main Section Engineering Permit 0100.4265 Right of way permit-Temporary Obstruction Varies N/A Examples include: Little Free Library, Block Party Closure, Temporary Street Closure (for forestry) Engineering Permit 0100.4265 Right of way permit 6 mo.65.00$ 67.00$ 3.08%70.00$ 4.48%70.00$ 0.00%70.00$ 0.00% Engineering Permit 0100.4265 ROW User Registration Annual N/A 50.00$ 50.00$ 0.00%50.00$ 0.00%50.00$ 0.00%Annual registration fee for companies that have permanent facilities in ROW Engineering Permit 0100.4265 Street Right of Way - utility/telecommunication - first 500 lineal feet 34.00$ 35.00$ 2.94%37.00$ 5.71%37.00$ 0.00%37.00$ 0.00%plus right of way permit Engineering Permit 0100.4265 Street Right of Way - utility/telecommunication - after first 500 lineal feet 0.10$ 0.10$ 0.00%0.12$ 20.00%0.12$ 0.00%0.12$ 0.00%per foot, plus right of way permit and first 500 feet Engineering Permit 0100.4265 Street right-of-way (telecommunication) - small cell wireless facility permit 65.00$ 67.00$ 3.08%70.00$ 4.48%70.00$ 0.00%70.00$ 0.00%plus other management costs Engineering Permit 0100.4265 Street right-of-way (telecommunication) - small cell wireless facility agreement (rent) 150.00$ per statute per statute per statute per statute Per State Statute 237.163 Subd 6 per year (to collocate on the city structure) Engineering Permit 0100.4265 Street right-of-way (telecommunication) - small cell wireless facility agreement (maintenance) 25.00$ per statute per statute per statute per statute Per State Statute 237.163 Subd 6 per year (for maintenance associated with collocation) Engineering Permit 0100.4265 Street right-of-way (telecommunication) - small cell wireless facility agreement (electrical service) 73.00$ per statute per statute per statute per statute Per State Statute 237.163 Subd 6 less than or equal to 100 max. watts; per month/per node; plus actual costs of electricity, if applicable Engineering Permit 0100.4265 Street right-of-way (telecommunication) - small cell wireless facility agreement (electrical service) 182.00$ per statute per statute per statute per statute Per State Statute 237.163 Subd 6 per radio node over 100 max. watts; per month; plus actual costs of electricity, if applicable Engineering Other 0100.4430 Copies (on engineering copier; 3' wide paper)3.50$ 3.75$ 7.14%3.75$ 0.00%3.75$ 0.00%3.75$ 0.00%per lineal foot Engineering Other 0100.4430 Map - City streets 4.50$ 4.50$ 0.00%4.50$ 0.00%4.50$ 0.00%4.50$ 0.00% Engineering Other 0100.4430 Map - City streets, including house numbers 8.50$ 8.50$ 0.00%8.50$ 0.00%8.50$ 0.00%8.50$ 0.00% Engineering Other 0100.4430 Map - Zoning 6.50$ 6.50$ 0.00%6.50$ 0.00%6.50$ 0.00%6.50$ 0.00% Engineering Other 0100.4430 Plan specifications and bid packets varies varies varies varies varies depends on number of pages and size of sheets Engineering Other 0100.4627 Public Works birthday party package 150.00$ 155.00$ 3.33%160.00$ 3.23%160.00$ 0.00%160.00$ 0.00%plus optional supply items EDA Other 0220.4402 Tax Increment Financing application fee 2,000.00$ 2,060.00$ 3.00%2,120.00$ 2.91%2,120.00$ 0.00%2,120.00$ 0.00%non-refundable EDA Other 0220.2210 Tax Increment Financing application deposit 10,000.00$ 10,000.00$ 0.00%10,000.00$ 0.00%10,000.00$ 0.00%10,000.00$ 0.00%balance refunded or additional amount to be billed to actual expenses EDA Other 0220.2210 Bond financing application deposit 10,000.00$ 10,000.00$ 0.00%10,000.00$ 0.00%10,000.00$ 0.00%10,000.00$ 0.00% EDA Other 0220.4425 Bond financing administrative fee, payable prior to bond delivery 1%1%0.00%1%0.00%1%0.00%1%0.00%percent of the principal of the bonds issued EDA Other 0220.4425 Deemed refunding of bonds creating a reissuance for Federal tax purposes 2,000.00$ 2,060.00$ 3.00%2,120.00$ 2.91%2,120.00$ 0.00%2,120.00$ 0.00%non-refundable EDA Other 0220.4425 Issuance of bonds for another political subdivision for a project in the city 2,000.00$ 2,060.00$ 3.00%2,120.00$ 2.91%2,120.00$ 0.00%2,120.00$ 0.00%non-refundable Finance Other 0100.4403 Admin. charge for billing city provided services (non-UB)60.00$ 60.00$ 0.00%60.00$ 0.00%60.00$ 0.00%60.00$ 0.00% Finance Other 0100.4402 Admin. charge for certification of delinquent accounts (non-UB) 35.00$ 35.00$ 0.00%35.00$ 0.00%35.00$ 0.00%35.00$ 0.00% Finance Other 0100.4402 Admin. charge for delinquent accounts turned over for collection (non-UB) 60.00$ 60.00$ 0.00%60.00$ 0.00%60.00$ 0.00%60.00$ 0.00% Finance Other 0100.4430 Budget, copy 25.00$ 30.00$ 20.00%30.00$ 0.00%30.00$ 0.00%30.00$ 0.00% Finance Other 0100.4430 Annual Financial Report, copy 25.00$ 30.00$ 20.00%30.00$ 0.00%30.00$ 0.00%30.00$ 0.00% Finance Other 0100.21XX COBRA premiums for health/dental/life insurance actual cost actual cost actual cost actual cost actual cost Finance Other 0100.4402 COBRA 2% administration charge 2% of premium Finance Other 0100.4075 Interest rate for certification of delinquent accounts (non- UB) 12%12%0.00%12%0.00%12%0.00%12%0.00%per year Finance Other 0100.4430 Mailing list printed on address labels 22.00$ 25.00$ 13.64%25.00$ 0.00%25.00$ 0.00%25.00$ 0.00%for up to 500 labels, then $0.04 per label Finance Other 0100.4430 Mailing list printed on computer disc 22.00$ N/A N/A N/A N/A Computer disc is no longer an option Finance Other 0100.4430 Mailing list printed on paper 0.25$ 0.30$ 20.00%0.30$ 0.00%0.30$ 0.00%0.30$ 0.00%per page Finance Other 0100.4430 New resident list 33.00$ 35.00$ 6.06%$35 0.00%$35 0.00%$35 0.00%fee for 12-month subscription Finance Other 0100.4402 Returned check fee 30.00$ 30.00$ 0.00%30.00$ 0.00%30.00$ 0.00%30.00$ 0.00%per check Fire Other 955 0100.4711 False alarms fourth call per year 100.00$ 100.00$ 0.00%100.00$ 0.00%100.00$ 0.00%100.00$ 0.00%first three false alarms are no charge Fire Other 955 0100.4711 False alarms fifth call per year 200.00$ 200.00$ 0.00%200.00$ 0.00%200.00$ 0.00%200.00$ 0.00% Fire Other 955 0100.4711 False alarms sixth call per year 400.00$ 400.00$ 0.00%400.00$ 0.00%400.00$ 0.00%400.00$ 0.00% Fire Other 955 0100.4711 False alarms each additional call beyond the sixth call 400.00$ 400.00$ 0.00%400.00$ 0.00%400.00$ 0.00%400.00$ 0.00%possible imposition of fire watch Forestry Other 2015 0100.4403 Admin. charge for tree trimming and/or removal 118.45$ Forestry Other 15, 515.13, 80 0100.4403 Admin fee 46.35$ 46.35$ 0.00%$47.28 2.01%$47.28 0.00%$47.28 0.00%one admin fee for each incident Forestry Other 2015 Diseased Tree Test actual cost actual cost actual cost actual cost Forestry Other 615 0100.4403 Charge for grass and/or weed mowing cost incurred Forestry Other 515.13 0100.4403 Admin. charge to clear intersection and/or driveway site triangles 46.35$ Forestry Other 800.00 0100.4403 Admin. charge to clear plantings in street and/or sidewalk easements 46.35$ Forestry Permit 0100.4205 Natural vegetation landscape 72.10$ -$ -100.00%$0.00 $0.00 $0.00 per PID actual cost, plus one admin fee for each incident actual cost, plus one admin fee for each incident actual cost, plus one admin fee for each incident actual cost, plus one admin fee for each incident Cost varies Cobra is outsourced to 3rd party 8 Department Type City Code Accounting Code Description Expires 2018 Fee 2019 Fee Percent Increase 2020 Fee Percent Increase 2021 Fee Percent Increase 2022 Fee Percent Increase Comments City of Crystal 2019 - 2022 Proposed Fee Schedule Main Section Health Permit 0100.4205 Licensed facility plan review - new facility 1 x license fee 1 x license fee 1 x license fee 1 x license fee 1 x license fee Health Permit 0100.4205 Licensed facility plan review - remodeling ½ x license fee ½ x license fee ½ x license fee ½ x license fee ½ x license fee Fee at last increase (2016) Annualized increase 2022 vs. 2016 Fee at previous increase (2010) Annualized increase 2022 vs. 2010 Housing License 425 0100.4285 Rental license fee - single family homes 1 year 170.00$ 170.00$ 0.00%170.00$ 0.00%170.00$ 0.00%180.00$ 5.88%170.00$ 0.98%150.00$ 1.67% Housing License 425 0100.4285 Rental license fee - duplexes 1 year 240.00$ 240.00$ 0.00%240.00$ 0.00%240.00$ 0.00%250.00$ 4.17%240.00$ 0.69%200.00$ 2.08%expires one year from date of issuance Housing License 425 0100.4285 Rental license fee - triplexes 1 year 300.00$ 300.00$ 0.00%300.00$ 0.00%300.00$ 0.00%310.00$ 3.33%300.00$ 0.56%250.00$ 2.00%expires one year from date of issuance Housing License 425 0100.4285 Rental license fee - four plexes 1 year 360.00$ 360.00$ 0.00%360.00$ 0.00%360.00$ 0.00%370.00$ 2.78%360.00$ 0.46%300.00$ 1.94%expires one year from date of issuance Housing License 425 0100.4285 Rental license fee - 5+ units, per building 1 year 360.00$ 360.00$ 0.00%360.00$ 0.00%360.00$ 0.00%370.00$ 2.78%360.00$ 0.46%300.00$ 1.94% Housing License 425 0100.4285 Rental license fee - 5+ units, per unit 1 year 15.00$ 18.00$ 20.00%20.00$ 11.11%20.00$ 0.00%22.00$ 10.00%12.00$ 13.89%8.00$ 14.58% Housing License 425 0100.4285 Rental license fee - late fee/ penalty 1x license fee see comments see comments see comments see comments 25% surcharge if 11-20 days late; 50% if 21- 30 days late; 100% if >30 days late Housing License 425 0100.4285 Rental license fee - suspended license reinstatement fee 100.00$ 100.00$ 0.00%100.00$ 0.00%100.00$ 0.00%100.00$ 0.00% Housing License 425 0100.4285 Administrative fee on refund of application fee 20%20%0.00%20%0.00%20%0.00%20%0.00%of application fee Housing License 425 0100.4285 Rental license fee - failure to demonstrate financial resp.1x license fee see comments see comments see comments see comments 25% surcharge if 11-20 days late; 50% if 21- 30 days late; 100% if >30 days late Housing License 425 0100.4285 Rental reinspection fees - single family homes 60.00$ 60.00$ 0.00%60.00$ 0.00%60.00$ 0.00%60.00$ 0.00% Housing License 425 0100.4285 Rental reinspection fees - duplexes, triplexes 75.00$ 75.00$ 0.00%75.00$ 0.00%75.00$ 0.00%75.00$ 0.00% Housing License 425 0100.4285 Rental reinspection fees - multiples 100.00$ 100.00$ 0.00%100.00$ 0.00%100.00$ 0.00%100.00$ 0.00%per building, plus $5 per unit Housing Other 435 0100.4276 Vacant building registration fee 1 year 600.00$ 600.00$ 0.00%700.00$ 16.67%700.00$ 0.00%700.00$ 0.00%expires one year from date of issuance Housing Other 435 0100.4276 Administrative Fee for vacant building registration 60.00$ 60.00$ 0.00%70.00$ 16.67%70.00$ 0.00%70.00$ 0.00% Planning Other 0100.4418 Administrative appeal 200.00$ 205.00$ 2.50%210.00$ 2.44%210.00$ 0.00%220.00$ 4.76% Planning Other 0100.4418 Telecommunication towers 2,000.00$ 2,000.00$ 0.00%2,000.00$ 0.00%2,000.00$ 0.00%2,100.00$ 5.00%plus escrow of 500% of fee for the City's expenses Planning Other 0100.4418 Comprehensive plan amendment 600.00$ 615.00$ 2.50%630.00$ 2.44%630.00$ 0.00%660.00$ 4.76%plus escrow of 100% of fee for the City's expenses Planning Other 0100.4430 Comprehensive plan copy 20.00$ 20.00$ 0.00%20.00$ 0.00% Planning Other 0100.4418 Conditional use permit 600.00$ 615.00$ 2.50%630.00$ 2.44%630.00$ 0.00%660.00$ 4.76%plus escrow of 100% of fee for the City's Planning Other 0100.4418 Environmental assessment worksheet 1,000.00$ 1,025.00$ 2.50%1,050.00$ 2.44%1,050.00$ 0.00%1,100.00$ 4.76%plus escrow of 500% of fee for the City's Planning Other 0100.4418 Flood plain/wetland alteration 500.00$ 515.00$ 3.00%530.00$ 2.91%530.00$ 0.00%550.00$ 3.77%plus escrow of 500% of fee for the City's Planning Other 0100.4418 Planned development 1,200.00$ 1,230.00$ 2.50%1,260.00$ 2.44%1,260.00$ 0.00%1,320.00$ 4.76%plus escrow of 100% of fee for the City's Planning Other 0100.4418 Adjacent parcel land conveyance (shifting a lot line)200.00$ 205.00$ 2.50%210.00$ 2.44%210.00$ 0.00%220.00$ 4.76%plus escrow of 100% of fee for the City's expenses Planning Other 0100.4418 Lot combination (of previously platted lots)400.00$ 410.00$ 2.50%420.00$ 2.44%420.00$ 0.00%440.00$ 4.76%plus escrow of 100% of fee for the City's expenses Planning Other 0100.4418 Plat - includes 2 lots 600.00$ 615.00$ 2.50%630.00$ 2.44%630.00$ 0.00%660.00$ 4.76%plus escrow of 100% of fee for City's expense Planning Other 0100.4418 Plat - each lot over 2 60.00$ 62.00$ 3.33%62.00$ 0.00%62.00$ 0.00%66.00$ 6.45%plus escrow of 100% of fee for City's expenses Planning Other 0100.4418 Park Dedication upon Subdivision of Land - Commercial varies 5,000.00$ 5,000.00$ 5,000.00$ 5,000.00$ 5,000.00$ 0.00%per acre (see City Code 525.05 Subd. 12) Planning Other 0100.4418 Park Dedication upon Subdivision of Land - Residential varies 1,000.00$ 1,000.00$ 1,000.00$ 1,000.00$ 1,000.00$ 0.00%per dwelling unit (see City Code 525.05 Subd. 12) Planning Other 0100.4418 Zoning amendment (ordinance text or map rezoning)600.00$ 615.00$ 2.50%630.00$ 2.44%630.00$ 0.00%660.00$ 4.76%plus escrow of 100% of fee for the City's expenses Planning Other 0100.4418 Site plan review 600.00$ 615.00$ 2.50%630.00$ 2.44%630.00$ 0.00%660.00$ 4.76%plus escrow of 50% of fee for the City's Planning Other 0100.4418 Vacations of a public street or easement 500.00$ 515.00$ 3.00%530.00$ 2.91%530.00$ 0.00%550.00$ 3.77%plus escrow of 100% of fee for the City's Planning Other 0100.4418 Variance 500.00$ 515.00$ 3.00%530.00$ 2.91%530.00$ 0.00%550.00$ 3.77%plus escrow of 50% of fee for the City's Planning Other 0100.4418 Zoning certificate 100.00$ 100.00$ 0.00%105.00$ 5.00%105.00$ 0.00%110.00$ 4.76% Planning Other 0100.4430 Zoning book 10.00$ 10.00$ 0.00%10.00$ 0.00%10.00$ 0.00%10.00$ 0.00% 9 Department Type City Code Accounting Code Description Expires 2018 Fee 2019 Fee Percent Increase 2020 Fee Percent Increase 2021 Fee Percent Increase 2022 Fee Percent Increase Comments City of Crystal 2019 - 2022 Proposed Fee Schedule Main Section Police Permit 1310 0100.4205 Parking seasonal 35.00$ 35.00$ 0.00%35.00$ 0.00%35.00$ 0.00%35.00$ 0.00%if more than one vehicle Police Other 910 0100.4603 Animal - animal boarding per day 32.00$ 32.00$ 0.00%32.00$ 0.00%32.00$ 0.00%34.00$ 6.25%plus sales tax Police Other 0100.4603 Animal - animal impound (1st offense)40.00$ 40.00$ 0.00%40.00$ 0.00%40.00$ 0.00%40.00$ 0.00% Police Other 0100.4603 Animal - animal impound (2nd offense)80.00$ 80.00$ 0.00%80.00$ 0.00%80.00$ 0.00%80.00$ 0.00% Police Other 0100.4603 Animal - animal impound (3rd offense)120.00$ 120.00$ 0.00%120.00$ 0.00%120.00$ 0.00%120.00$ 0.00% Police Other 0100.4145 Animal - rabies release deposit 35.00$ 35.00$ 0.00%35.00$ 0.00%35.00$ 0.00%35.00$ 0.00% Police Other 0100.4604 Animal - dangerous dog registration fee 250.00$ 250.00$ 0.00%250.00$ 0.00%250.00$ 0.00%250.00$ 0.00% Police Other 0100.4604 Animal - potentially dangerous animal appeal fee 50.00$ 50.00$ 0.00%50.00$ 0.00%50.00$ 0.00%50.00$ 0.00% Police Other 0100.4604 Animal - dangerous animal appeal fee 100.00$ 100.00$ 0.00%100.00$ 0.00%100.00$ 0.00%100.00$ 0.00%and up to $1,000 of actual expense Police Other 0100.4610 Copy of state accident report varies varies varies varies varies fee per state statute Police Other 0100.4610 Copy of police report varies varies varies varies varies fee per state statute Police Other 0100.4615 Digital Copies (of incidents filmed from squar cars)50.00$ 50.00$ 0.00%50.00$ 0.00%50.00$ 0.00%50.00$ 0.00%each Police Other 0100.4615 Digital Copies (of incidents filmed by body cameras)50.00$ 50.00$ 0.00%50.00$ 0.00%50.00$ 0.00%50.00$ 0.00%each Police Other 0100.4615 Copy of electronic data (digital, audio & video)28.00$ 28.00$ 0.00%28.00$ 0.00%28.00$ 0.00%28.00$ 0.00%per request Police Other 0100.4615 Copy of electronic jail video 55.00$ 55.00$ 0.00%55.00$ 0.00%55.00$ 0.00%55.00$ 0.00%each Police Other 955 0100.4710 False alarms (3-5 calls per year)80.00$ 85.00$ 6.25%85.00$ 0.00%85.00$ 0.00%85.00$ 0.00% Police Other 955 0100.4710 False alarms (6-10 calls per year)120.00$ 125.00$ 4.17%125.00$ 0.00%125.00$ 0.00%125.00$ 0.00% Police Other 955 0100.4710 False alarms (11-15 calls per year)160.00$ 165.00$ 3.13%165.00$ 0.00%165.00$ 0.00%165.00$ 0.00% Police Other 955 0100.4710 False alarms (16 or more calls per year)200.00$ 205.00$ 2.50%205.00$ 0.00%205.00$ 0.00%205.00$ 0.00% Police Other 0100.4611 Fingerprinting fee (resident)30.00$ 30.00$ 0.00%30.00$ 0.00%30.00$ 0.00%30.00$ 0.00%for first card; each additional card $5 Police Other 0100.4612 Pawn services - transaction fee 4.00$ 4.00$ 0.00%4.00$ 0.00%4.00$ 0.00%4.00$ 0.00%per transaction Police Other 0100.4612 Pawn services - failure to report penalty 50.00$ 50.00$ 0.00%50.00$ 0.00%50.00$ 0.00%50.00$ 0.00%per day Police Other 0100.4615 Photos of accidents 37.00$ 37.00$ 0.00%37.00$ 0.00%37.00$ 0.00%37.00$ 0.00%plus cost of processing pictures Police Other 1310.13 Shared Mobility Device Impoundment Reclamation fee 150.00%New in 2022 Youth Programming Recreation Other 2010.4455 Youth - basketball $45-$65 $45-$65 $45-$65 $60-$80 $60-$80 per session Recreation Other 2030.4455 Youth - dance $45-$150 $48-200 $48-200 $48-$200 $48-$200 per session Recreation Other 2035.4455 Youth - flag football $59-$75 $59-$75 $59-$75 $59-$75 $59-$75 per session Recreation Other 2040.4455 Youth - grade school (other)$20-125 $20-140 $20-140 $20-$140 $20-$140 per class Recreation Other 2050.4455 Youth - indoor sports seasonal cost + $1.50 cost + $1.50 cost + $1.50 cost + $1.50 cost + $1.50 depends on activity Recreation Other 2060.4455 Youth - tickets seasonal cost + $1.50 cost + $1.50 cost + $1.50 cost + $1.50 cost + $1.50 depends on activity Recreation Other 2070.4455 Youth - playgrounds $23-$27 $23-$30 $23-$30 $23-$30 $23-$30 per session Recreation Other 2080.4455 Youth - preschool - open gym / per time 3.00$ 3.00$ 0.00%3.00$ 0.00%3.00$ 0.00%3.00$ 0.00% Recreation Other 2080.4455 Youth - preschool - open gym / 10-punch card 20.00$ 20.00$ 0.00%20.00$ 0.00%20.00$ 0.00%20.00$ 0.00%10 punches Recreation Other 2090.4455 Youth - preschool - special events/other seasonal $14-$65 $4-$65 $4-$65 $4-$65 $4-$65 per session Recreation Other 22100.4455 Youth - preschool - summer seasonal $25-$65 $25-$65 $25-$65 $25-$65 $25-$65 per session Recreation Other 2110.4455 Youth - soccer $50-$60 $50-$65 $50-$65 $50-$65 $50-$65 per session Recreation Other 2130.4455 Youth - T-Ball/ mite ball $45-$55 $45-$55 $45-$55 $45-$55 $59-$75 per session Recreation Other 2140.4455 Youth - teen activities varies varies varies varies varies for specific event Recreation Other 2150.4455 Youth - tennis instruction $40-$70 $40-$70 $40-$70 $40-$70 per session Recreation Other 2170.4455 Youth - unscheduled $20-$125 $20-$125 $20-$125 $20-$140 $20-$140 per session Adult Programming Recreation Other 2215.4460 Adult - exercise - other seasonal $32-$80 $32-$80 $32-$80 $32-$80 $32-$80 $5 for drop ins Recreation Other 2250.4460 Adult - softball - co-rec seasonal $510-$850 $520-$860 $520-$860 $520-$860 $520-$860 per team, per session Recreation Other 2260.4460 Adult - softball - mens seasonal $510-$850 $520-$860 $520-$860 $520-$860 $520-$860 per team, per session Recreation Other 2290.4460 Adult - tennis league seasonal 25.00$ 25.00$ 0.00%25.00$ 0.00%25.00$ 0.00%25.00$ 0.00%cooperative program Recreation Other 2338.4460 Adult - pickleball drop in seasonal 3.00$ 3.00$ 0.00%3.00$ 0.00%3.00$ 0.00%3.00$ 0.00%per time Recreation Other 2338.4460 Adult - pickleball punch card seasonal 12.00$ $30 - $60 $30 - $60 $50-$60 $50-$60 $50 for 20 visits Recreation Other 2300.4460 Adult - unscheduled - resident seasonal $4-$11 $4-$11 $4-$11 $4-$11 $4-$11 per hour of instruction Recreation Other 2310.4460 Adult - volleyball - co-rec seasonal $290-$310 $290-$310 $290-$310 $300-$330 $300-$330 per team, per session Recreation Other 2320.4460 Adult - volleyball - mens seasonal $290-$310 $290-$310 $290-$310 $300-$330 $300-$330 per team, per session Recreation Other 2350.4460 Adult - volleyball - womens seasonal $290-$310 $290-$310 $290-$310 $300-$330 $300-$330 per team, per session Recreation Other 2340.4460 Adult - open volleyball seasonal 50.00$ 50.00$ 0.00%50.00$ 0.00%55.00$ 10.00%55.00$ 0.00% Senior Programming Recreation Other 2405.4465 Seniors - art classes - resident seasonal varies varies varies varies varies fee determined by contracted instructor Recreation Other 2410.4465 Seniors - defensive driving - AARP course fee seasonal varies varies varies varies varies fee determined by AARP Recreation Other 2410.4465 Seniors - defensive driving - local service fee seasonal $2 R/$4 $2 R/$4 $2 R/$4 $2 R/$4 $2 R/$4 Recreation Other 2420.4465 Seniors - membership dues seasonal 12.00$ 12.00$ 0.00%12.00$ 0.00%12.00$ 0.00%12.00$ 0.00% Recreation Other 2420.4465 Seniors - membership dues - non-resident seasonal 19.00$ 19.00$ 0.00%19.00$ 0.00%19.00$ 0.00%19.00$ 0.00% Recreation Other 2425.4465 Seniors - fitness seasonal 5.00$ 5.00$ 0.00%5.00$ 0.00%5.00$ 0.00%5.00$ 0.00%per class; $5 for drop ins Recreation Other 2435.4465 Seniors - miscellaneous classes seasonal cost + $3.50 cost + $3.50 cost + $3.50 cost + $3.50 cost + $3.50 Recreation Other 2440.4465 Seniors - special events seasonal varies varies varies varies varies plus direct cost of event cooperative program Recreation Other 2445.4465 Seniors - trips seasonal cost + $3.50 cost + $3.50 cost + $3.50 cost + $3.50 cost + $3.50 10 Department Type City Code Accounting Code Description Expires 2018 Fee 2019 Fee Percent Increase 2020 Fee Percent Increase 2021 Fee Percent Increase 2022 Fee Percent Increase Comments City of Crystal 2019 - 2022 Proposed Fee Schedule Main Section Park Facilities Recreation Other 2710.4485 Community Park Shelter - 5 hours weekday 65.00$ 65.00$ 0.00%65.00$ 0.00%65.00$ 0.00%65.00$ 0.00% Recreation Other 2710.4485 Community Park Shelter - 5 hours weekend 70.00$ 70.00$ 0.00%70.00$ 0.00%75.00$ 7.14%75.00$ 0.00% Recreation Other 2710.4485 Park building (except Valley Place)- 5 hours with Park Shelter any day 30.00$ 30.00$ 0.00%30.00$ 0.00%30.00$ 0.00%30.00$ 0.00% Recreation Other 2710.4485 Valley Place Park Building - 5 hours - weekday weekday 100.00$ 0.00% Recreation Other 2710.4485 Valley Place Park Building - 5 hours - weekend weekend 125.00$ 0.00% Recreation Other 2710.4485 Becker Park Amphitheater - 5 hours - NEW weekday n/a n/a n/a 200.00$ 125.00$ -37.50% Recreation Other 2710.4485 Becker Park Amphitheater - 5 hours - NEW weekend n/a n/a n/a 250.00$ 175.00$ -30.00% Recreation Other 2710.4485 Becker Park Oval - 5 hours weekday n/a n/a n/a 100.00$ 65.00$ -35.00% Recreation Other 2710.4485 Becker Park Oval - 5 hours weekend/holiday n/a n/a n/a 125.00$ 75.00$ -40.00% Recreation Other 2710.4485 Sports Field Rental - Youth - Per Hour any day 10.00$ 10.00$ 0.00%10.00$ 0.00%10.00$ 0.00%10.00$ 0.00% Recreation Other 2710.4485 Sports Field Rental - Adult - Per Hour any day 20.00$ 20.00$ 0.00%20.00$ 0.00%20.00$ 0.00%20.00$ 0.00% Recreation Other 2710.4485 Sports Field Rental - All Day Tournament any day 200.00$ 200.00$ 0.00%200.00$ 0.00%200.00$ 0.00%200.00$ 0.00% Recreation Other 2710.4485 One Day Non-Event Food Truck - weekday weekday 40.00$ 40.00$ 0.00% Recreation Other 2710.4485 One Day Non-Event Food Truck - weekend weekend 100.00$ 50.00$ -50.00% Recreation Other 2710.4485 Park Rental Permit - Space Only (no shelter) - 5 hours weekday 25.00$ Recreation Other 2710.4485 Park Rental Permit - Space Only (no shelter) - 5 hours weekend 35.00$ Recreation Other 2710.4485 Neighborhood Park Shelter - 5 hours weekday 35.00$ 40.00$ 14.29% Recreation Other 2710.4485 Neighborhood Park Shelter - 5 hours weekend 45.00$ 50.00$ 11.11% Rental Fee Adjustments Recreation Other 2710.4485 Crystal Resident (or non-Crystal service organization) Park Facility Rental Discount 20%20%0.00%20%0.00%20%0.00%20%0.00% Recreation Other 2710.4485 Crystal Youth or Service Organization Park Facility Rental Discount 50%50%0.00%50%0.00%50%0.00%50%0.00% Facility Add-On (no discount) Recreation Other 2710.4485 Additional Sport Field Preparation - Per Hour any day 20.00$ 20.00$ 0.00%20.00$ 0.00%20.00$ 0.00%20.00$ 0.00% Recreation Other 2710.4485 Field Attendant - per hour any day 15.00$ 20.00$ 33.33%20.00$ 0.00%20.00$ 0.00%20.00$ 0.00% Recreation Other 2710.4485 Sports Field Lights - Per Hour any day 20.00$ 20.00$ 0.00%20.00$ 0.00%20.00$ 0.00%20.00$ 0.00% Recreation Other 2710.4485 Disc Golf Course Rental - Per Hour any day 20.00$ 20.00$ 0.00%20.00$ 0.00%20.00$ 0.00%20.00$ 0.00% Recreation Other 2710.4485 Party Equipment Use Fee any day 20.00$ 20.00$ 0.00%20.00$ 0.00%20.00$ 0.00%20.00$ 0.00% Recreation Other 2710.4485 Sporting Equipment any day varies varies varies varies varies Recreation Other 2710.4485 Beer / Wine with Shelter Rental any day -$ insurance required Facility Damage/Compliance Deposit (no discount) Recreation Other 2610.4470 Picnic Pavillion & Becker Stage 100.00$ 100.00$ #REF!$100 0.00%100.00$ 0.00%100.00$ 0.00% Park Special Events Recreation Other 2610.4470 Community events seasonal varies varies varies varies varies Vary Depending on Activity Recreation Other 2620.4470 Special - Frolics - other seasonal varies varies varies varies varies Recreation Other 2630.4470 Special - Frolics - softball seasonal 300.00$ 300.00$ 0.00%300.00$ 0.00%300.00$ 0.00%300.00$ 0.00% Recreation Other 2630.4470 Special - Frolics - CoRec softball seasonal 150.00$ 150.00$ 0.00%150.00$ 0.00%150.00$ 0.00%150.00$ 0.00% Recreation Other 2640.4470 Special - Frolics - Vendor - Standard Rate seasonal $80 - $250 $80-$250 0.00%$80-$250 Recreation Other 2640.4470 Special - Frolics - Vendor - CBA Members seasonal $40 - $125 $40-$125 0.00%$40-$125 Recreation Other 2640.4470 Special - Frolics - Vendor - Non-Profit/Volunteer seasonal $64 - $200 $64-$200 0.00%$64-$200 Recreation Other 2640.4470 Special - Frolics - Vendor - Artist/Handmade/Craft seasonal 50.00$ 50.00$ 0.00%50.00$ Recreation Other 2610.4470 Special Event - under 250 persons attending per event 200.00$ 200.00$ 0.00%200.00$ 0.00%200.00$ 0.00%200.00$ 0.00% Recreation Other 2610.4470 Special Event - 251 to 500 persons attending per event 400.00$ 400.00$ 0.00%400.00$ 0.00%400.00$ 0.00%400.00$ 0.00% Recreation Other 2610.4470 Special Event - 501 to 700 persons attending per event 700.00$ 700.00$ 0.00%700.00$ 0.00%700.00$ 0.00%700.00$ 0.00% Recreation Other 2610.4470 Special Event - over 700 persons attending per event 1,000.00$ 1,000.00$ 0.00%1,000.00$ 0.00%1,000.00$ 0.00%1,000.00$ 0.00%limited to capacity determined by City of Rental Fee Adjustments Recreation Other 2610.4470 Crystal Resident (or non-Crystal service organization) Special Event Discount 20%20%0.00%20%0.00%20%0.00%20%0.00% Recreation Other 2610.4470 Crystal Youth or Service Organization Special Event Discount 50%50%0.00%50%0.00%50%0.00%50%0.00% Recreation Other Special events permit application fee, non-refundable per event 100.00$ 100.00$ 0.00%100.00$ 0.00%100.00$ 0.00%100.00$ 0.00%$50 applied to rental if accepted Recreation Other 2610.4470 Event cancellation fee - by renter per event 25% of fee 25% of fee 25% of fee 25% of fee 25% of fee No refunds due to weather conditions Recreation Other 2610.4470 Event cancellation fee - by city per event 100% of fee 100% of fee 100% of fee 100% of fee 100% of fee Full refund of fees paid to the City, the City is not responsible for any other expenses for the event Park Damage/Compliance Deposit Recreation Other 2710.4470 Damage deposit - under 250 persons attending per event 500.00$ 500.00$ 0.00%500.00$ 0.00%500.00$ 0.00%500.00$ 0.00% Recreation Other 2710.4470 Damage deposit - 251 to 500 persons attending per event 1,000.00$ 1,000.00$ 0.00%1,000.00$ 0.00%1,000.00$ 0.00%1,000.00$ 0.00% Recreation Other 2710.4470 Damage deposit - 501 to 700 persons attending per event 1,500.00$ 1,500.00$ 0.00%1,500.00$ 0.00%1,500.00$ 0.00%1,500.00$ 0.00% Recreation Other 2710.4470 Damage deposit - over 700 persons attending per event 2,000.00$ 2,000.00$ 0.00%2,000.00$ 0.00%2,000.00$ 0.00%2,000.00$ 0.00% Recreation Other 2710.4470 Excessive Clean-up/Damages to Park Property per event actual actual actual actual actual charged to damage deposit, excess billed 11 Department Type City Code Accounting Code Description Expires 2018 Fee 2019 Fee Percent Increase 2020 Fee Percent Increase 2021 Fee Percent Increase 2022 Fee Percent Increase Comments City of Crystal 2019 - 2022 Proposed Fee Schedule Main Section Additional Special Event Fees Recreation Other 2710.4470 Food booth registration fee per event 20.00$ 20.00$ 0.00%20.00$ 0.00%20.00$ 0.00%20.00$ 0.00%Also need Hennepin County food license Recreation Other 2710.4470 Vendor booth registration fee per event 20.00$ 20.00$ 0.00%20.00$ 0.00%20.00$ 0.00%20.00$ 0.00% Recreation Other 2710.4470 Amplified sound (PA/speakers) fee per event 20.00$ 20.00$ 0.00%20.00$ 0.00%20.00$ 0.00%20.00$ 0.00% Recreation Other 2710.4470 Misc. equipment - trash barrels/liners per event 5.00$ 5.00$ 0.00%5.00$ 0.00%5.00$ 0.00%5.00$ 0.00%per barrel Recreation Other 2710.4470 Misc. equipment - dumpster per event actual actual actual actual actual city rate, varies depending on year Recreation Other 2710.4470 Misc. equipment - outdoor restrooms per event actual actual actual actual actual city rate, varies depending on year Park Use Fees Recreation Other 2710.4485 Park Use Permit - 3 Hours weekday 25.00$ Recreation Other 2710.4485 Park Use Permit - 3 Hours weekend 35.00$ Recreation Other 2710.4485 Park Use Permit - Commercial Video Per Day any day 100.00$ plus expenses Recreation Other 2710.4485 Inflatable device - each anyday -$ insurance required Recreation Other 2710.4485 Large temp. shade structure - each anyday -$ insurance required Recreation Other 2710.4485 Use of City's electricity anyday 10.00$ Pool Daily Admission Pool Other 2722.4556 Coupon books - 10 admissions seasonal 65.00$ 65.00$ 0.00%65.00$ 0.00%65.00$ 0.00%65.00$ 0.00% Pool Other 2722.4556 Swimming pool admission 1 day 8.00$ 8.00$ 0.00%8.00$ 0.00%8.00$ 0.00%8.00$ 0.00% Pool Other 2722.4556 Swimming pool senior admission, age 55+6.00$ 6.00$ 0.00%6.00$ 0.00%6.00$ 0.00%6.00$ 0.00%No senior rate for annual Pool Other 2722.4556 Swimming pool twilight admission, after 5 p.m.6.00$ 6.00$ 0.00%6.00$ 0.00%6.00$ 0.00%6.00$ 0.00% Pool Other 2722.4556 Swimming pool admission, adult lap swim 2.00$ 2.00$ 0.00%2.00$ 0.00%2.00$ 0.00%2.00$ 0.00%free with season pass Pool Season Passes - Early Bird Rate (earlier - through Tuesday after Labor Day) Pool Other 2722.4562 Non-Resident Season pass - per person seasonal 38.00$ 43.00$ 13.16%43.00$ 0.00%45.00$ 4.65%45.00$ 0.00% Pool Other 2722.4562 Resident Season pass - per person ($10 discount)seasonal 30.00$ 33.00$ 10.00%33.00$ 0.00%35.00$ 6.06%35.00$ 0.00% Pool Season Passes - Regular Rate Pool Other 2722.4562 Non-Resident Season pass - per person seasonal 44.00$ 50.00$ 13.64%50.00$ 0.00%53.00$ 6.00%53.00$ 0.00% Pool Other 2722.4562 Resident Season pass - per person ($10 discount)seasonal 36.00$ 40.00$ 11.11%40.00$ 0.00%43.00$ 7.50%43.00$ 0.00% Swimming Lessons Pool Other 2722.4565 Red Cross swimming lessons - Water Tot/Parent - non- resident seasonal 53.00$ 55.00$ 3.77%55.00$ 0.00%57.00$ 3.64%57.00$ 0.00% Pool Other 2722.4565 Red Cross swimming lessons - Levels I to VII - non- resident seasonal 58.00$ 60.00$ 3.45%60.00$ 0.00%62.00$ 3.33%62.00$ 0.00% Pool Other 2722.4565 Red Cross lifeguard training - non-resident seasonal 230.00$ 230.00$ 0.00%230.00$ 0.00%230.00$ 0.00%230.00$ 0.00% Pool Other 2722.4565 Resident Discount seasonal 7.00$ 7.00$ 0.00%7.00$ 0.00%7.00$ 0.00%7.00$ 0.00% PoolPool Special Rates Pool Other 2722.4569 Groups seasonal 6.00$ 6.00$ 0.00%6.00$ 0.00%6.00$ 0.00%6.00$ 0.00%per person, minimum size (15) Pool Other 2722.4569 Rentals - after hours seasonal 85.00$ 85.00$ 0.00%85.00$ 0.00%85.00$ 0.00%85.00$ 0.00%per hour, plus $4 per person Pool Other 2722.4569 Rentals - swim clubs seasonal 45.00$ 45.00$ 0.00%45.00$ 0.00%47.00$ 4.44%47.00$ 0.00%per hour Permits not covered by a specific fee listed in the Fee Schedule shall be based on the value of work as follows: 6,175.30 for the first 1,000,000 plus 4.02 for each additional 1,000, or fraction thereof No Changes 2018 - 2022 Park Use Add-On (no discount/one charge per day) 100,001 to 500,000 500,001 to 1,000,000 Greater than 1,000,000 63.00 for the first 1,500 plus 3.27 for each additional 100, or fraction thereof, to and including 2,000 79.35 for the first 2,000 plus 15.40 for each additional 1,000, or fraction thereof, to and including 25,000 433.55 for the first 25,000 plus 11.11 for each additional 1,000, or fraction thereof, to and including 50,000 711.30 for the first 50,000 plus 7.70 for each additional 1,000, or fraction thereof, to and including 100,000 1,096.30 for the first 100,000 plus 6.16 for each additional 1,000, or fraction thereof, to and including 500,000 3,560.30 for the first 500,000 plus 5.23 for each additional 1,000, or fraction thereof, to and including 1,000,000 Up to 2,000 2,001 to 25,000 25,001 to 50,000 50,001 to 100,000 12 City of Crystal 2019 - 2022 Proposed Fee Schedule Utility Section Department Type Accounting Code Description 2018 Fee 2019 Fee Percent Increase 2020 Fee Percent Increase 2021 Fee Percent Increase 2022 Fee Percent Increase Comments Water Other 0505.4655 Water service base fee -$ 11.54$ 13.04$ 13.00%14.47$ 10.97%15.78$ 9.05%per 1,000 gallons Water Other 0505.4655 Water consumption per 1,000 gallons in tier 1 5.70$ 5.70$ 0.00%6.44$ 12.98%7.15$ 11.02%7.79$ 8.95%per 1,000 gallons Water Other 0505.4655 Water consumption per 1,000 gallons in tier 2 6.30$ 6.30$ 0.00%7.12$ 13.02%7.90$ 10.96%8.61$ 8.99%per 1,000 gallons Water Other 0505.4655 Water consumption per 1,000 gallons in tier 3 6.60$ 6.60$ 0.00%7.46$ 13.03%8.28$ 10.99%9.02$ 8.94%per 1,000 gallons Water Other 0505.4655 Water consumption for water used for irrigation 6.30$ 6.60$ 4.76%7.46$ 13.03%8.28$ 10.99%9.02$ 8.94%per 1,000 gallons Water Other 0505.4656 Water consumption for water used through a hydrant meter 6.30$ 6.60$ 4.76%7.46$ 13.03%8.28$ 10.99%9.02$ 8.94%per 1,000 gallons Water Other 0505.4655 City owned water fountains will no longer be metered, but will be charged for one unit of water per year. Past experience with metered fountains showed usage of less than one unit per year. 5.70$ 5.70$ 0.00%6.44$ 12.98%7.15$ 11.02%7.79$ 8.95%per 1,000 gallons Water Other 0505.4644 Emergency well surcharge 0.21$ 0.21$ 0.00%0.21$ 0.00%0.21$ 0.00%0.21$ 0.00%per 1,000 gallons Residential Tier Sizes Tier 1: 1,000 gallon units in tier (0 to 30 units) Tier 2: 1,000 gallon units in tier (31 to 60 units) Tier 3: 1,000 gallon units in tier (over 60 units) Commercial/Industrial/Institutional Tier Sizes Tier 1: 1,000 gallon units in tier (0 to 30 units) Tier 2: 1,000 gallon units in tier (31 to 60 units) Tier 3: 1,000 gallon units in tier (over 60 units) Meter Size 2022 Proposed Meter Fee Equilvalent meter Ratio Increase (decrease) Water Other 0505.4655 Minnesota safe water testing fee 1.59 1.59$ 0.00%2.43$ 52.83%2.43$ 0.00%2.43$ 0.00%per quarter Water Other 0505.4655 Water meter fee for meters of 5/8 inch 4.80 5.85$ 21.88%6.61$ 12.99%7.34$ 11.04%-$ -100.00%per quarter 5/8-Inch 8.00$ 1.00 0.66$ Water Other 0505.4655 Water meter fee for meters of 3/4 inch 4.80 6.44$ 34.17%7.27$ 12.90%8.07$ 10.99%8.00$ -0.87%per quarter 3/4-Inch 8.00 1.00 (0.07) Water Other 0505.4655 Water meter fee for meters of 1 inch 4.80 8.19$ 70.63%9.25$ 12.99%11.30$ 22.11%12.80$ 13.27%per quarter 1-Inch 12.80 1.60 1.50 Water Other 0505.4655 Water meter fee for 1 1/2 inch meters 15.30 10.53$ -31.18%11.90$ 12.99%20.35$ 71.04%74.40$ 265.60%per quarter 1 1/2-Inch 74.40 9.30 54.05 Water Other 0505.4655 Water meter fee for 2 inch meters 19.15 16.97$ -11.41%19.17$ 12.99%59.00$ 207.79%86.40$ 46.44%per quarter 2-Inch 86.40 10.80 27.40 Water Other 0505.4655 Water meter fee for 3 inch meters 38.30 64.35$ 68.02%72.71$ 12.99%72.71$ 0.00%108.80$ 49.64%per quarter 3-Inch 108.80 13.60 36.09 Water Other 0505.4655 Water meter fee for 4 inch meters 76.60 81.90$ 6.92%92.54$ 12.99%92.54$ 0.00%188.80$ 104.02%per quarter 4-Inch 188.80 23.60 96.26 Water Other 0505.4655 Water meter fee for 6 inch meters 153.20 122.85$ -19.81%138.81$ 12.99%138.81$ 0.00%236.80$ 70.59%per quarter 6-Inch 236.80 29.60 97.99 Water Other 0505.4655 Fire line - 2 inches 12.12 13.00$ 7.26%13.50$ 3.85%13.50$ 0.00%13.50$ 0.00%per quarter Water Other 0505.4655 Fire line - 3 inches 19.05 20.43$ 7.24%21.22$ 3.87%21.22$ 0.00%21.22$ 0.00%per quarter Water Other 0505.4655 Fire line - 4 inches 28.00 30.03$ 7.25%31.19$ 3.86%31.19$ 0.00%31.19$ 0.00%per quarter Water Other 0505.4655 Fire line - 6 inches 37.90 40.65$ 7.26%42.22$ 3.86%42.22$ 0.00%42.22$ 0.00%per quarter Water Other 0505.4655 Fire line - 8 inches 46.75 50.14$ 7.25%52.07$ 3.85%52.07$ 0.00%52.07$ 0.00%per quarter Water Other 0505.4655 Fire line - 10 inches 56.35 60.44$ 7.26%62.77$ 3.86%62.77$ 0.00%62.77$ 0.00%per quarter Sewer Other 0510.4655 Sewer service base fee 61.22 10.06$ -83.57%11.26$ 11.93%12.39$ 10.04%13.38$ 7.99%per quarter Sewer Other 0510.4655 Sewer charge: non-metered (residential; minimum)51.46 51.46$ 0.00%51.46$ 0.00%51.46$ 0.00%51.46$ 0.00%per quarter Sewer Other 0510.4655 Sewer charge: non-metered (non-residential; minimum)61.22 24.05$ -60.72%26.94$ 12.02%26.94$ 0.00%26.94$ 0.00%per quarter Sewer Other 0510.4902 Sewer: failed sump pump inspection 100.00 100.00$ 0.00%100.00$ 0.00%per month Sewer Other Sewer consumption fee (based on winter water consumption) Residential Tier Sizes Tier 1: 1,000 gallon units in tier (0 to 30 units)- 4.14 4.64 12.08%5.10 9.91%5.51 8.04%per quarter Tier 2: 1,000 gallon units in tier (31 to 60 units)- 5.07 5.68 12.03%6.25 10.04%6.75 8.00%per quarter Tier 3: 1,000 gallon units in tier (over 60 units)- 6.00 6.72 12.00%7.40 10.12%7.99 7.97%per quarter Commercial/Industrial/Institutional Tier Sizes Tier 1: 1,000 gallon units in tier (0 to 30 units)2.67 7.00 162.17%7.84 12.00%8.62 9.95%9.31 8.00%per quarter Tier 2: 1,000 gallon units in tier (31 to 60 units)2.67 7.96 198.13%8.88 11.56%9.77 10.02%10.55 7.98%per quarter Tier 3: 1,000 gallon units in tier (over 60 units)2.67 8.86 231.84%9.92 11.96%10.92 10.08%11.79 7.97%per quarter Storm Other 0515.4655 Single-family residential 18.15 19.15$ 5.51%20.15$ 5.22%21.15$ 4.96%22.15$ 4.73%per quarter Storm Other 0515.4655 Two-family residential 18.15 19.15$ 5.51%20.15$ 5.22%21.15$ 4.96%22.15$ 4.73%per quarter Storm Other 0515.4655 Cemeteries and vacant land (=Fee*REF*acre)4.54 4.79$ 5.51%5.04$ 5.22%5.04$ 0.00%5.04$ 0.00%per quarter Storm Other 0515.4655 Parks and railroads (=Fee*REF*acre)13.62 14.36$ 5.43%15.11$ 5.22%15.11$ 0.00%15.11$ 0.00%per quarter Storm Other 0515.4655 Schools, institutional uses and airport (=Fee*REF*acre)22.69 23.94$ 5.51%25.19$ 5.22%25.19$ 0.00%25.19$ 0.00%per quarter Storm Other 0515.4655 Multi-family residential and churches (=Fee*REF*acre)54.45 57.45$ 5.51%60.45$ 5.22%60.45$ 0.00%60.45$ 0.00%per quarter Storm Other 0515.4655 Commercial (=Fee*REF*acre)90.75 95.75$ 5.51%100.75$ 5.22%100.75$ 0.00%100.75$ 0.00%per quarter 13 City of Crystal 2019 - 2022 Proposed Fee Schedule Utility Section Department Type Accounting Code Description 2018 Fee 2019 Fee Percent Increase 2020 Fee Percent Increase 2021 Fee Percent Increase 2022 Fee Percent Increase Comments Street Lights Other 0520.4655 Street lights: commercial (per business)5.00 5.00 0.00%5.00 0.00%5.00 0.00%5.00 0.00%per quarter Street Lights Other 0520.4655 Street lights: residential (single-family) 5.00 5.00 0.00%5.00 0.00%5.00 0.00%5.00 0.00%per quarter Street Lights Other 0520.4655 Street lights: residential (multi-family; per unit)3.75 3.75 0.00%3.75 0.00%3.75 0.00%3.75 0.00%per quarter Recycle Other 0525.4655 Recycling: single-family residential 10.75 10.95 1.86%11.25 2.74%11.25 0.00%11.25 0.00% Utility Other 0505.4902 Access to property denied 120.00 125.00$ 4.17%125.00$ 0.00%125.00$ 0.00%125.00$ 0.00%per incident; maximum of once per quarter Utility Other 0505.4955 Administrative charge for certification of delinquent utilities 35.00 35.00$ 0.00%35.00$ 0.00%35.00$ 0.00%35.00$ 0.00% Utility Other 0505.4902 Charge for unlawful water use 150.00 150.00 0.00%150.00 0.00%150.00 0.00%150.00 0.00%per day Utility Other 0505.4902 Hydrant rental (other)46.50 50.00$ 7.53%72.71$ 45.42%72.71$ 0.00%72.71$ 0.00% Utility Other 0505.2210 Hydrant rental (meter deposit)850.00 900.00$ 5.88%1,300.00$ 44.44%1,300.00$ 0.00%1,300.00$ 0.00%deposit against water use charges Utility Other 0505.4075 Interest rate for certification of delinquent utilities 12%12%0.00%12%0.00%12%0.00%12%0.00%per year Utility Other 0505.4902 Meter testing (when meter within 2% of accurate)actual cost actual cost actual cost actual cost actual cost based on billing rate for hours worked Utility Other various.4902 Penalty for late payment 10%10%0.00%10%0.00%10%0.00%10%0.00%of amount past due Utility Other 0505.4902 Rental property: duplicate bill to occupant 1.00 1.00 0.00%1.00 0.00%1.00 0.00%1.00 0.00%added to each quarter bill Utility Other 0505.4902 Rental property: restart duplicate bill 5.00 5.00 0.00%5.00 0.00%5.00 0.00%5.00 0.00%once when duplicate billing is restarted Utility Other 0505.4902 Rental property: pro-rata bill when occupant changes 15.00 15.00 0.00%15.00 0.00%15.00 0.00%15.00 0.00%once at time of billing Utility Other 0505.4902 Service fee for water shut off/turn on (for code enforcement purposes) 55.00 55.00 0.00%55.00 0.00%55.00 0.00%55.00 0.00%per trip; shut off and turn on per hour; $55 minimum Utility Other 0505.4902 Service fee (after hour call)overtime rate; 2 hour minimum Utility Other 0505.4902 Service abandonment fee actual cost actual cost actual cost actual cost actual cost water service disconnected and plugged Utility Other 0505.4902 Alternative service abandonment fee 6,200.00$ 8,000.00$ 29.03%8,000.00$ 0.00%8,000.00$ 0.00%8,000.00$ 0.00%deposit for the city to disconnect service in the future, if needed Utility Other 0505.4947 3/4S IPERL 1G 3-TERM SCREW SM 147.00$ New in 2022 Utility Other 0505.4947 1 IPERL 1G 3-TERM SCREW MN 231.00$ New in 2022 Utility Other 0505.4947 OMNI 1-1/2" C2 MTR 1G W/INT'L 1,370.25$ New in 2022 Utility Other 0505.4947 OMNI 2" C2 MTR 1GAL METER 1,585.50$ New in 2022 Utility Other 0505.4947 OMNI 3" C2 MTR 1G MTR W/INTRNL 2,005.50$ New in 2022 Utility Other 0505.4947 OMNI 4" C2 MTR 10GAL METER W/3,470.25$ New in 2022 Utility Other 0505.4947 OMNI 1-1/2" T2 MTR 1 GAL 13"LL 955.50$ New in 2022 11 Other 0505.4947 OMNI 2" T2 METER 1 GAL 17"LL 1,113.00$ New in 2022 Utility Other 0505.4947 3" OMNI T2 MTR 1GAL 8WHL 19"LL 1,396.50$ New in 2022 Utility Other 0505.4947 OMNI 4 T2 MTR 10 GAL 2,735.25$ New in 2022 Utility Other 0505.4947 510M S/POINT M2 WIRED SP HR&LD 155.40$ New in 2022 Utility Other 0505.4947 510M S/POINT M2 TC SP W/HR&LD 160.65$ New in 2022 Utility Other 0505.4947 40N2 5/8X3/4 MEYER INSETTER 78.04$ New in 2022 Utility Other 0505.4947 740-3S3 3/4 SOLDER SWIVEL NL 9.39$ New in 2022 Utility Other 0505.4947 740-3M4 1 MIP SWIVEL NO LEAD 15.08$ New in 2022 Utility Other 0505.4947 740N4 INSETTER 1 METER C STYLE 160.36$ New in 2022 Utility Other 0505.4947 740-4M4 1 MIP SWIVEL NO LEAD 15.08$ New in 2022 Utility Other 0505.4947 740-4S4-1 SOLDER SWIVEL NL 15.08$ New in 2022 14 Page 1 of 2 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Posted: October 29, 2021 City Council Meeting Agenda Tuesday, November 2, 2021 7:00 p.m. Council Chambers/Zoom Meeting The city manager’s comments are bolded. 1. Call to Order, Roll Call and Pledge of Allegiance 2. Approval of Agenda The Council will consider approval of the agenda. 3. Appearance 3.1 Mayor Adams will recognize Ron Oas. 4. Consent Agenda The Council will consider the following items, which are routine and non-controversial in nature, in a single motion: 4.1 Approval of the minutes from the following meetings: a. The City Council work session on October 19, 2021. b. The City Council meeting on October 19, 2021. 4.2 Approval of the list of license applications submitted by the city clerk to the City Council, a list that is on file in the office of the city clerk. 4.3 Approval of a resolution accepting donations. 4.4 Approval of the 2022 regular City Council meeting and work session schedule. 5. Open Forum (The City Council appreciates hearing from citizens about items of concern and desires to set aside time during each meeting for Open Forum. To provide ample opportunity for all, speaking time is limited to three minutes and topic discussion is limited to ten minutes. The Mayor may, as presiding officer, extend the total time allowed for a topic. By rule, no action may be taken on any item brought before the Council during Open Forum. The Council may place items discussed during Open Forum onto subsequent council meeting agendas). 6. Public Hearing 6.1 The Mayor will open a public hearing to receive comment on the proposed City Charter amendments, and the Council will consider the second reading of an ordinance amending the City Charter and a resolution authorizing summary publication. Page 2 of 2 Earlier this year the Charter Commission undertook a comprehensive review of the City Charter. The City Council has received regular updates on the proposed amendments. Based on the recommendation from the Charter Commission, the City Council approved the first reading of the ordinance amending the City Charter at its October 19 meeting and scheduled a public hearing for November 2 to take comments on the proposed City Charter amendments. After taking public comments, recommend unanimous (and all seven Council members are required to be present and vote) approval of the second reading of the ordinance amending the City Charter as recommended by the Charter Commission and adoption of the resolution authorizing summary publication. 7. Regular Agenda 7.1 The Council will consider approval of disbursements over $25,000 submitted by the finance department to the City Council, a list that is on file in the office of the finance department. Recommend approval of disbursements over $25,000. 7.2 The Council will consider a resolution authorizing execution of the development agreement for Crystal Flats subdivision (6613 36th Ave. N.). This subdivision was approved by the Council in September and execution of a development agreement was one of the conditions of subdivision approval. Recommend approval of the resolution authorizing execution of the development agreement. 7.3 The Council will consider two resolutions regarding the Gaulke Pond storm water project: one resolution approving the plans and specifications for the Gaulke Pond storm water project and one resolution ordering the ad for bids for this project. The City Council has had several work session discussions about the Central Core and the Gaulke Pond storm water project. Recommend approval of the resolution approving the plans and specifications for the Gaulke Pond storm water project and approval of the resolution ordering the ad for bids for this project. 8. Announcements a. City offices will be closed Thursday, November 11 in observance of the Veterans Day holiday. b. The next City Council meeting is Tuesday, November 16 at 7:00 p.m. in the Council Chambers at City Hall and via Zoom. c. The City Council will hold a work session on Thursday, November 18 at 6:30 p.m. in the Council Chambers and via Zoom. d. City offices will be closed Thursday, November 25 and Friday, November 26 in observance of the Thanksgiving holiday. e. City Council meetings and work sessions are open to the public. Current and previous meetings are available for viewing and listening at www.crystalmn.gov. 9. Adjournment Have a great weekend; see you at Tuesday’s meeting. SINCERE APPRECIATION AND RECOGNITION IS EXTENDED TO RON OAS for being a 62-year resident with extensive, dedicated service to the community as a member of the Crystal Fire Department (1966 – 1988); and as an active and long-serving member of the Crystal Lions, helping with Wednesday Night Steak Fry fundraisers, roadside clean-ups and other events; and prior to his retirement, volunteering in our community while working full-time for Northern States Power. CITY OF CRYSTAL November 2, 2021 Jim Adams, Crystal Mayor 3.1 Crystal City Council work session minutes October 19, 2021 Pursuant to due call and notice given in the manner prescribed by Section 3.01 of the City Charter, the work session of the Crystal City Council was held at 6:00 p.m. on October 19, 2021 in the Council Chambers at City Hall, 4141 Douglas Dr. N., Crystal, Minnesota and via Zoom. Mayor Adams called the meeting to order. I.Attendance The assistant city manager/human resources manager recorded the attendance for city council members and staff: Council members present: Kiser, LaRoche, Adams, Banks, and Budziszewski. Council members Cummings and Parsons were absent. City staff present: City Manager A. Norris, Assistant City Manager/HR Manager K. Therres, City Attorney J. Hill, Police Chief S. Revering, Deputy Police Chief B. Hubbard, Community Development Director J. Sutter, and Finance Director J. McGann. II.Agenda The Council and staff discussed the following agenda items: 1.Quarterly public safety update. 2.City manager monthly check-in. 3.Constituent issues update. 4.New business. 5.Announcements. III.Adjournment The work session adjourned at 6:58 p.m. ________________________________ Jim Adams, Mayor ATTEST: _________________________________________ Kim Therres, Assistant City Manager/HR Manager 4.1(a) Crystal City Council meeting minutes October 19, 2021 Page 1 of 4 1.Call to Order Pursuant to due call and notice thereof, the regular meeting of the Crystal City Council was held on October 19, 2021 at 7:01 p.m. in the Council Chambers at City Hall, 4141 Douglas Dr. N. in Crystal, Minnesota and via Zoom. Mayor Adams called the meeting to order. Roll Call Mayor Adams asked the assistant city manager/human resources manager to call the roll for elected officials. Upon roll call, the following attendance was recorded: Council members present: Kiser, LaRoche, Adams, Banks, and Budziszewski. Council members Cummings and Parsons were absent. City staff present: City Manager A. Norris, Assistant City Manager/HR Manager K. Therres, City Attorney J. Hill, Police Chief S. Revering, Public Works Director M. Ray, Community Development Director J. Sutter, Finance Director J. McGann, and West Metro Fire-Rescue District Chief S. Larson. Pledge of Allegiance Mayor Adams led the Council and audience in the Pledge of Allegiance. 2.Approval of Agenda The Council considered approval of the agenda. Moved by Council Member LaRoche and seconded by Council Member Banks to approve the agenda. Motion carried. 3.Consent Agenda The Council considered the following items, which are routine and non-controversial in nature, in a single motion: 3.1 Approval of the minutes from the following meetings: a. The City Council work session on October 5, 2021. b. The City Council meeting on October 5, 2021. 3.2 Approval of the list of license applications submitted by the city clerk to the City Council, a list that is on file in the office of the city clerk. 3.3 Approval of Resolution No. 2021-88, authorizing a grant application to Hennepin Youth Sports grant program for a soccer field at FAIR School Crystal. 3.4 Approval of Resolution No. 2021-89, adopting a record of decision for the Environmental Review of the Central Core Stormwater project. 3.5 Approval of Resolution No. 2021-90, declaring public interest for the Gaulke Pond Improvement project. 3.6 Approval of a grant agreement with Hennepin County for the Business Improvement District Façade Improvement program, and assignment of same to the Economic Development Authority of the City of Crystal. 3.7 Approval of Resolution No. 2021-91, ending water restrictions. Moved by Council Member Banks and seconded by Council Member Kiser to approve the consent agenda. Motion carried. 4.1(b) Crystal City Council meeting minutes October 19, 2021 Page 2 of 4 4. Open Forum No public comment was given during open forum. 5. Public Hearing 5.1 Mayor Adams announced the purpose of the public hearing: To receive comment, and Council consideration of a resolution appro ving the assessment roll for the 2021 delinquent accounts. Finance Director Jean McGann addressed the Council. Mayor Adams opened the public hearing for testimony. There being no one wishing to appear before the Council to give testimony, Mayor Adams declared the public hearing closed. Moved by Council Member Banks and seconded by Council Member LaRoche to adopt the following resolution: RESOLUTION NO. 2021 – 92 RESOLUTION ADOPTING ASSESSMENT ROLL FOR 2021 DELINQUENT ACCOUNTS Voting aye: Kiser, LaRoche, Adams, Banks, and Budziszewski. Absent, not voting: Cummings and Parsons. Motion carried, resolution declared adopted. 6. Regular Agenda 6.1 The Council considered approval of disbursements over $25,000 submitted by the finance department to the city council, a list that is on file in the office of the finance department. Moved by Council Member Budziszewski and seconded by Council Member Banks to approve the list of disbursements over $25,000. Voting aye: Kiser, LaRoche, Adams, Banks, and Budziszewski. Absent, not voting: Cummings and Parsons. Motion carried. 6.2 The Council received a presentation on the 2022 budgets and levies and provided an opportunity for public input. Finance Director Jean McGann addressed the Council. No public comment was given. No council action needed. 6.3 The Council considered a resolution approving the site plan and variance for Crystal Vision Clinic at 5736 Bottineau Blvd. Community Development Director John Sutter addressed the Council. 4.1(b) Crystal City Council meeting minutes October 19, 2021 Page 3 of 4 Moved by Council Member LaRoche and seconded by Council Member Banks to adopt the following resolution: RESOLUTION NO. 2021 – 93 RESOLUTION APPROVING A SITE PLAN AND VARIANCE FOR 5736 LAKELAND AVENUE NORTH Voting aye: Kiser, LaRoche, Adams, Banks, and Budziszewski. Absent, not voting: Cummings and Parsons. Motion carried, resolution declared adopted. 6.4 The Council considered the first reading of an ordinance amending the City Charter. City Attorney Jason Hill addressed the Council. Moved by Council Member Budziszewski and seconded by Council Member Banks to adopt the following ordinance: ORDINANCE 2021 – 04 ORDINANCE ADOPTING COMPREHENSIVE AMENDMENTS TO THE CRYSTAL CITY CHARTER Voting aye: Kiser, LaRoche, Adams, Banks, and Budziszewski. Absent, not voting: Cummings and Parsons. Motion carried. Moved by Council Member Budziszewski and seconded by Council Member Banks to set the public hearing date and second reading of the ordinance amending the City Charter for November 2, 2021 at 7 p.m. in the Council Chambers at Crystal City Hall. Voting aye: Kiser, LaRoche, Adams, Banks, and Budziszewski. Absent, not voting: Cummings and Parsons Motion carried. 6.5 The Council considered approval of the 2022 health insurance contributions for Law Enforcement Labor Services, Local 44. Assistant City Manager/HR Manager Kim Therres addressed the Council. Moved by Council Member Banks and seconded by Council Member LaRoche to approve the 2022 health insurance contributions for Law Enforcement Labor Services, Local 44. Voting aye: Kiser, LaRoche, Adams, Banks, and Budziszewski. Absent, not voting: Cummings and Parsons. Motion carried. 6.6 The Council considered approval of the 2022 wage adjustment and health insurance contributions for non-represented employees. 4.1(b) Crystal City Council meeting minutes October 19, 2021 Page 4 of 4 Assistant City Manager/HR Manager Kim Therres addressed the Council. Moved by Council Member Kiser and seconded by Council Member LaRoche to approve the 2022 wage adjustment and health insurance contributions for non -represented employees. Voting aye: Kiser, LaRoche, Adams, Banks, and Budziszewski. Absent, not voting: Cummings and Parsons. Motion carried. 7. Announcements The Council made announcements about upcoming events. 8. Adjournment Moved by Council Member Budziszewski and seconded by Council Member LaRoche to adjourn the meeting. Motion carried. The meeting adjourned at 7:30 p.m. _______________________________________ Jim Adams, Mayor ATTEST: _________________________________________ Kim Therres, Assistant City Manager/HR Manager 4.1(b) Page 1 of 1 City of Crystal Council Meeting November 2, 2021 Applications for City License Rental – New 5924 Perry Ave. N. – Ryan McArton (Conditional) Rental – Renewal 4425 Adair Ave. N. – Adair Properties LLC (Conditional) 4401 Brunswick Ave. N. – Rebekah and Jim Archer (Conditional) 6720 Cloverdale Ave. N. – Robert Hovland (Conditional) 3157 Douglas Dr. N. – Drew Kabanuk (Conditional) 3237-3241 Douglas Dr. N. – R L Pfeiffer and A J Pfeiffer (Conditional) 5450-5500 Douglas Dr. N. – Calibre Chase Partners LP (Conditional) 6602-6606 Fairview Ave. N. – James Lehto (Conditional) 3101 Florida Ave. N.— Mark Sherva 4806 Florida Ave. N. – Devon Harris (Conditional) 3528 Hampshire Ave. N. – A. Hardy Tree Services Inc (Conditional) 4213 Hampshire Ave. N. – Iuliyan Damyan (Conditional) 4832 Hampshire Ave. N. – Richard and Patricia Sandeen (Conditional) 4812-4814 Idaho Ave. N. – Proulx LLC 3500 Jersey Ave. N. – Jennifer Hruska 3541 Kyle Ave. N. –Joseph Thomas (Conditional) 6701 Lombardy La. – Iron Eagle Farms LLC (Conditional) 6611 Markwood Dr. N. – Robb Weidemann (Conditional) 5734 Oregon Ct. N. – HPA US1 LLC (Conditional) 3524 Quail Ave. N. – Iasis IV LLC (Conditional) 5909 Quail Ave. N. – AA Homes LLC (Conditional) 3532 Regent Ave. N. – Christian Haro (Conditional) 5809 Rhode Island Ave. N. – AH Properties LLC 5002 Welcome Ave. N. – William Griswold 5517 Welcome Ave. N. – NB Estates LLC 5825 West Broadway – Adam Hardy (Conditional) 4409 Zane Ave. N. – 4800 C Heights LLC (Conditional) 6402 36th Ave. N. – Stewart Nigg (Conditional) 6610 42nd Ave. N. – Robert Hovland (Conditional) 5328 49th Ave. N. – 2017-1 IH Borrower L P (Conditional) 4710 58th Ave. N. #101 – Twin Lake North Condo Association (Conditional) 4.2 CITY OF CRYSTAL RESOLUTION NO. 2021 – RESOLUTION ACCEPTING DONATIONS WHEREAS, Minnesota Statute §465.03 requires that all gifts and donations of real or personal property be accepted only with the adoption of a resolution; and WHEREAS, said donations must be accepted by a resolution adopted by the City Council. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Crystal to accept the following donations: Donors Purpose Amount Scott Thornton Crystal Police K-9 Unit $50 Scott Thornton Crystal Police Statue $50 VFW Post 494 Crystal Police Explorers $2,500 VFW Post 494 Crystal Police Statue $7,500 AND, BE IT FURTHER RESOLVED that the Crystal City Council sincerely thanks the above- named for their generous donations. Dated: November 2, 2021 By: __________________________ Jim Adams, Mayor ATTEST: ______________________________ Chrissy Serres, City Clerk 4.3 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov 2022 CRYSTAL CITY COUNCIL REGULAR MEETING AND WORK SESSION SCHEDULE Regular meetings of the Crystal City Council are generally held the first and third Tuesday of each month in the Council Chambers at City Hall, 4141 Douglas Dr. N., beginning at 7 p.m. In addition, the City Council holds regular work session meetings before and after regular City Council meetings at City Hall. Standing work sessions are held immediately following the regular City Council meeting and Economic Development Authority (EDA) meeting, if scheduled. Additional work sessions are held beginning at 6:30 p.m. Moreover, regular additional work sessions of the City Council are held on the second Thursday of each month at City Hall beginning at 6:30 p.m. If the date of a regular meeting falls on a holiday or an election day, the date of the rescheduled meeting is reflected on the schedule. If an additional meeting is held, or if a regular meeting is rescheduled to a different date, time, or place, notice of the meeting will be posted at City Hall and on the City’s website. All meetings are open to the public, but the City Council may close meetings to the public to conduct business authorized or required by law to be conducted in a closed session. *Denotes a change in the regular meeting or work session schedule. January July Jan. 4 City Council and work session meetings July 14 Work session meeting Jan. 13 Work session meeting July 19* City Council and work session meetings Jan. 18 City Council and work session meetings (one meeting in July on 3rd Tuesday) February August Feb. 10 Work session meeting Aug. 4* Budget work session meeting Feb. 15* City Council and work session meetings Aug. 16* City Council and work session meetings (one meeting in February on 3rd Tuesday)(one meeting in August on 3rd Tuesday) Aug. 18* Budget work session meeting March September March 1 City Council and work session meetings Sept. 6 City Council and work session meetings March 10 Work session meeting Sept. 8 Work session meeting March 15 City Council and work session meetings Sept. 20 City Council and work session meetings April October April 5 City Council and work session meetings Oct. 3* City Council and work session meetings April 7* Work session meeting Oct. 13 Work session meeting April 19 City Council and work session meetings Oct. 18 City Council and work session meetings May November May 3 City Council and work session meetings Nov. 10 Work session meeting May 12 Work session meeting Nov. 15* City Council and work session meetings May 17 City Council and work session meetings (one meeting in November on 3rd Tuesday) June December June 7 City Council and work session meetings Dec. 6 City Council and work session meetings June 21 City Council and work session meetings Dec. 8 Work session meeting Dec. 20 City Council and work session meetings Live and archived city meeting webstreams are at ccxmedia.org/ccx-cities/crystal (scroll down to the “CITY MEETINGS” link). City meetings are also broadcast live on Comcast Channel 16. The most recent meeting is rebroadcast Sunday, Wednesday and Friday at 6:30 p.m.; Monday and Saturday at 10:30 a.m.; and Tuesday and Thursday at 1 p.m. 4.4 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 DATE:October 27, 2021 TO:Anne Norris, City Manager City of Crystal City Council FROM:Jean McGann, Contracted Finance Director RE:Expenditures over $25,000 Payee Amount LOGIS JWC & Utilities fiber projects, monthly support & hosting $92,552.71 West Metro Fire Rescue District October contribution to West Metro Fire $110,140.56 Construction Systems, Inc.New police building costs $86,845.37 Kraus-Anderson Construction Co.New police building project management $267,432.61 McDowall Company New police building costs $126,473.97 Peterson Companies, Inc.New police building costs $48,660.91 Veit & Company Contractors, Inc.New police building costs $180,075.54 West Metro Fire Relief Association Fire aid funds from Minnesota $276,004.29 MN PERA Employee & city required contributions for 10/15/21 pay date $62,671.98 $1,250,857.94 Description 7.1 CRYSTAL FLATS DEVELOPMENT AGREEMENT PAGE 1 OF 2 ____________________________________________________________________________ FROM: Dan Olson, City Planner ____________________________________________________________________ TO: Anne Norris, City Manager (for November 2 Meeting) DATE: October 28, 2021 RE: Consider adoption of a resolution approving a development agreement for the Crystal Flats subdivision at 6613 – 36th Avenue North A.BACKGROUND JUFH Enterprises, represented by Mahmoud Abumayyaleh, is owner of the property located at 6613 - 36th Avenue North, which received City Council approval of a lot split on September 9, 2021 to create two new single-family home lots. The plat is called Crystal Flats and one of the conditions of plat approval is that the applicant sign a development agreement with the city to install a new watermain and other infrastructure to serve both lots. Attachment: A.Resolution with development agreement B.DEVELOPMENT AGREEMENT The agreement details the responsibilities of the city and the applicant to construct and maintain the new public infrastructure. The development agreement was written by the city attorney, and reviewed by City staff and the applicant. The following are the more noteworthy elements of the agreement: a.JUHF is required to complete the public improvements, such as grading and utility installation, as shown on the City Council approved plan documents. These improvements must be completed within six months of the date the last party signs the agreement, but JUFH has indicated that the improvements should be complete by the end of th is year; COUNCIL STAFF REPORT Development Agreement for Crystal Flats 7.2 CRYSTAL FLATS DEVELOPMENT AGREEMENT PAGE 2 OF 2 b. Required security, typically a cash escrow, is submitted to ensure the public improvements have been constructed to city standards and the escrow will be returned after an successful inspection by city staff; c. Erosion control measures, which have been approved by the city are properly installed; d. Description of the remedies available to the City in the event that JUFH does not construct the public infrastructure to City’s standards; e. Attachments to the agreement include the City Council September 9th approval resolution and the approved infrastructure plans. C. REQUESTED COUNCIL ACTION City Council adoption of the resolution in attachment A is requested. 7.2 CR225-474-758038.v1 CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2021- _______ A RESOLUTION APPROVING THE DEVELOPMENT AGREEMENT FOR THE PLAT OF CRYSTAL FLATS WHEREAS, the City Council adopted Resolution No. 2021-76 at its September 9, 2021 meeting to grant preliminary and final approval for the plat of Crystal Flats; and WHEREAS, a condition of the approval is that the developer enter into a development agreement with the City regarding the installation of utilities and the development of the property in accordance with the City’s Uniform Development Code; and WHEREAS, the City Attorney worked with the City Planner to prepare the attached Development Agreement for the Plat of Crystal Flats (“Development Agreement”); and WHEREAS, the City Council determines it is in the best interests of the City to approve the Development Agreement to protect the City’s interests and to help ensure the plat is developed in accordance with the City’s regulations. NOW, THEREFORE, BE IT RESOLVED, by the Crystal City Council as follows: 1.The City Council approves entering into the Development Agreement. 2.The Mayor and City Manager are authorized to execute the Development Agreement on behalf of the City once it is in final form as approved by the City Attorney. 3.City staff are authorized to take such additional actions as may be needed to carry out the intent of this Resolution and to administer and enforce the provisions of the Development Agreement. Adopted by the Crystal City Council this 2nd day of November 2021. ____________________________ Jim Adams, Mayor ATTEST:____________________________ Chrissy Serres, City Clerk Attachment A 7.2 FINAL DRAFT 10-28-21 1 CR225-474-755834.v4 CITY OF CRYSTAL DEVELOPMENT AGREEMENT FOR THE PLAT OF CRYSTAL FLATS Developer: JUFH ENTERPRISES LLC Project: CRYSTAL FLATS SUBDIVISION Property: 6613 36TH AVENUE NORTH CRYSTAL, MN 55427 (PID 20-118-21-11-0041) Developer Address: (if different) 8625 NEVADA AVE N BROOKLYN PARK, MN 55445 Security Escrow: $82,000 Park Dedication: $1,000 This Development Agreement (“Agreement”) is made and entered into by and between the Developer and the City of Crystal, a municipal corporation under the laws of Minnesota (“City”). The identifying information set out above may hereinafter be referenced by title and is incorporated in and made part of this Agreement. The City and the Developer may hereinafter be referred to individually as a “party” and collectively as the “parties.” RECITALS A. The Developer is the owner of the Property legally described in the attached Exhibit A (“Property”). B. The Developer sought preliminary and final plat approval from the City to subdivide the Property into two residential lots as shown on the attached Exhibit B, and which is to be named Crystal Flats (“Plat”). C. The Developer also proposed to vacate the existing flood control and drainage easement on the Property and to dedicate a new drainage easement to the City as part of the Plat. 7.2 FINAL DRAFT 10-28-21 2 CR225-474-755834.v4 D. At its September 9, 2021 meeting, the City Council adopted Resolution No. 2021-76, attached hereto as Exhibit C, (“Approval Resolution”) granting preliminary and final approval of the proposed Plat. At the same meeting, the City Council adopted Resolution No. 2021 -77 approving the vacation of the drainage easement on the Property, conditioned on the final approval and recording of the Plat. The parties understand and agree the vacation is not effective unless the dedication of the new easement occurs. E. The Approval Resolution requires the Developer to enter into a development agreement with the City before the final Plat may be recorded with Hennepin County. F. The Project requires the installation of a portion of watermain to connect the two new lots to the City’s municipal water system, the disconnection of the old water service to the 36th Avenue North main, and the installation of two new shared sanitary sewer service connections from the existing sanitary sewer main along the North Branch of Bassett Creek (collectively, the “Water and Sewer Project”). G. The Project does not require the installation of any new streets, but two new stormwater infiltration basins will be installed on the private portion of each property. H. After the adoption of the Approval Resolution, some neighboring owners filed a suit challenging the approvals for the Project and seeking to have them reversed. I. The Developer intends to proceed with the Project knowing that it could be impacted by the pending lawsuit and acknowledges the City has advised the Developer to seek legal advice about the potential impacts the suit may have on the Project. J. The proposed Project must be constructed in accordance with all applicable regulations and requires the Property to conform with the current standards and requirements under the Unified Development Code (“Development Code”); K. The Developer proposes to complete the Project in accordance with the approved plans, which are listed in the attached Exhibit D and are incorporated herein by reference, (collectively, the “Plans”) and the applicable requirements of the Development Code. L. The parties desire to enter into this Agreement to provide for the development of the Project and the completion of the Water and Sewer Project. AGREEMENT In consideration of the mutual promises and agreements set out herein, and intending to be legally bound, the parties hereby agree as follows: 1. Developer’s Representations and Warranties. The Developer hereby makes the following representations and warranties to the Town as inducement to it entering into this Agreement: (a) The Developer is the fee title owner of the Property; 7.2 FINAL DRAFT 10-28-21 3 CR225-474-755834.v4 (b) The Developer has the right, power and authority to execute, deliver and perform its obligations under this Agreement; (c) The Developer is not aware of any violation, default, breach, suit, action, or proceeding which may interfere with its ability to fully perform its obligations under this Agreement; (d) None of the representations and warranties made by the Developer, or made in any exhibit hereto or memorandum or writing furnished or to be furnished by the Developer or on its behalf, contains or will contain any untrue statement of material fact or admits any material fact, the omission of which would be misleading; and (e) The Developer has sufficient funds or has obtained a commitment for financing in an amount adequate to finance construction of the improvements. 2. Right to Proceed. The Plat consists of two lots for the construction of a single-family dwelling on each lot. Development within the Plat is subject to the terms and conditions of this Agreement and must comply with the Development Code. Except as expressly provided below, the Developer may not begin any construction work on the Property until all of the following conditions have been satisfied: (a) The final plat of Crystal Flats has been filed with Hennepin County; (b) This Agreement has been fully executed by both parties and filed with the City Clerk; (c) Final plans, as identified in Exhibit D, have been submitted by the Developer and approved by the City; (d) The Developer and has given the City the security escrow required by this Agreement; (e) The Developer has paid the City a park dedication fee in the amount of $1,000; (f) The City has issued notice that all conditions required to commence the improvements have been satisfied and that the Developer may proceed; and (g) All permits required for the particular item of work have been obtained prior to undertaking that item of work. 3. Improvements. Development of the Project requires the construction of certain improvements as identified in this section. The Developer shall, at its own cost, perform all work necessary to construct and install the following described public and private improvements within the Plat (collectively, the “Improvements”): (a) Site grading; (b) Water and Sewer Project, which includes: the installation of a fire hydrant; water services including curb stops, and gate valves; the disconnection of the existing water service connection to the water main under 36th Avenue North; the installation of a shared sanitary 7.2 FINAL DRAFT 10-28-21 4 CR225-474-755834.v4 service connection to the sanitary sewer main along the North Branch of Bassett Creek; and the installation of a manhole; and (c) Erosion control measures and stormwater improvements as may be needed. 4. Developer Obligations. With the exception of the fire hydrant and gate valve which the City will provide to the Developer, the Developer agrees to, at its own cost, develop the Project, construct the Improvements, and to otherwise perform the following in accordance with the requirements of this section. (a) Have professionally prepared such plans and specifications as may be required to provide for the construction of the Improvements and obtain approvals for such plans from the City. The approved plans are identified in the attached Exhibit D (collectively, the “Plans”). (b) Install the Improvements in accordance with the Plans, the final plat, and this Agreement. (c) Work on the Water and Project shall commence no later than six months from the effective date of this Agreement and shall be completed no later than 30 days from the start o f the work, including street restoration. All work affecting the City’s municipal water system shall be under and subject to supervision of the City Engineer and the City’s inspectors. (d) Guarantee the workmanship and materials for at least one year following the City’s final acceptance of the Water and Sewer Project. (e) Obtain all permits and approvals as may be required to construct the Improvements and to complete the Project. (f) Comply with all applicable federal, state, and local laws, rules, regulations, ordinances, specifications, and policies. (g) Fully and faithfully comply with the Plans and all terms of any and all contracts entered into by the Developer for the installation and construction of all Improvements. (h) Ensure all contractors and suppliers doing work or furnishing skills, tools, machinery, materials, insurance premiums, equipment or supplies in connection with the construction and installation of Improvements comply with the Plans and all other applicable requirements. (i) Not begin the construction of an Improvement until the City has approved the plans for that Improvement. (j) Install all required private utilities, which shall be installed underground and, to the greatest extent possible, in a common trench. (k) Comply with the conditions imposed by the Approval Resolution. 7.2 FINAL DRAFT 10-28-21 5 CR225-474-755834.v4 5. Security Escrow. To ensure the Developer completes the construction of the Project in accordance with the terms of this Agreement, the Developer shall provide the City a Security Escrow in the amount identified above. The City shall hold the Security Escrow and may draw upon it to reimburse itself for administrative costs and to take corrective actions as may be needed in accordance with this Agreement. Administrative costs include all legal, engineering, administrative, and inspection expenses the City incurs related to issuing the approvals and development of the Project that are not reimbursed by the escrow provided with the Developer’s application. The City shall return any unused portion of the Security Escrow, without interest, to the Developer upon completion of the Project in accordance with the terms of this Agreement. 6. Corrective Actions. If the Developer fails to construct the Project in accordance with the Plans and the terms of this Agreement, the City may perform such work as may be needed to protect the public health, safety, and welfare related to any structures or conditions associated in any way with the Project. Except in emergencies, the City shall provide the Developer written notice of the items of noncompliance and provide the dates by which each must be corrected. If the Developer fails to correct any such items of noncompliance by the indicated dates, the City may perform such work as may be needed to address the items of noncompliance, including responding to any other public safety or nuisance matters that may exist. The corrective actions taken by the City are intended to protect the public, not to complete the Project for the Developer. The City may reimburse itself from the Security Escrow for all costs related to the corrective work it undertakes, including administrative costs. If the Security Escrow is not sufficient to fully reimburse the City for its costs, the City shall provide the Developer a detailed invoice of all such unreimbursed costs, which shall be due and payable by the Developer within 30 days from the date of the invoice. If the Developer fails to pay the additional costs within 30 days, the City may, in addition to withhold any further approvals requested for the Property, pursue any options available to it under law to collect the unpaid amounts which may include, without limitation, the following: (a) As a special assessment imposed on the Property under Minnesota Statutes, section 429.101; (b) As a service charge imposed on the Property or any other property the Developer owns in the state under Minnesota Statutes, section 366.012, which is available to the City pursuant to Minnesota Statutes, section 415.01, subdivision 1; or (c) As a lien on the Property under Minnesota Statutes, section 514.67. 7. Right to Enter. The Developer agrees the City, including its officers, employees, agents, and contractors, may enter the Property at all reasonable time to determine compliance with the terms and conditions of this Agreement and take any corrective actions as provided in this Agreement. 8. Term. This Agreement shall commence as of the date of the last party to execute it and shall remain in effect until completion of the Project and the City’s release of the Security Escrow. The Developer’s obligations to reimburse and indemnify the City shall survive the termination of this Agreement. 7.2 FINAL DRAFT 10-28-21 6 CR225-474-755834.v4 9. Indemnification. The Developer hereby agree to indemnify, defend, and hold the City, including its officials, employees, contractors, and agents, harmless from any claims, damages, costs (including reasonable attorney’s fees), and expenses sustained or incurred related to or arising from the construction or development of the Project, except for claims made against the City for its own negligence. 10. Binding. This Agreement is binding on the parties, their heirs, successors, and assigns, and runs with the Property. 11. Administrative Costs. The Developer shall be required to reimburse the City for the costs it incurred to draft and enter into this Agreement. The Developer shall also reimburse the City for costs to record this Agreement with Hennepin County. If the Developer fails to reimburse the City for these costs, the City may reimburse itself from the Security Escrow. 12. Governing Law. This Agreement shall be interpreted and applied in accordance with the laws of the State of Minnesota. Any disputes regarding this Agreement shall be filed in district court, in Hennepin County, Minnesota. 13. No Third Party Rights. This Agreement is entered into for the sole benefit of the parties and no other parties are intended to be direct or incidental beneficiaries of this Agreement, and no third party shall have any right in, under, or to this Agreement. 14. Entire Agreement. This Agreement, including the recitals and exhibits which are incorporated herein, constitute the entire agreement between the parties regarding the Project on the Property. Any alterations, variations, or modifications of the provisions of this Agreement shall be valid only when they have been reduced to writing and duly signed by the parties. This Agreement may be executed simultaneously in any number of counterparts, each of which shall be an original and shall constitute one and the same Agreement. 15. Non-Waiver. Each right, power, or remedy conferred upon the City by this Agreement is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, or available to the City at law or in equity, or under any other agreement. Each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. If any party waives in writing any default or nonperformance by any other party, such waiver shall be deemed to apply only to such party and event, and shall not waive any other prior or subsequent default. Nothing in this Agreement precludes or otherwise limits the authority of the City to take action to enforce any items of noncompliance with the terms of this Agreement or any applicable codes or ordinances that may arise during the term of this Agreement or in the future. IN WITNESS WHEREOF, the parties hereto have entered into this Agreement effective as of the date of the last party to execute it. 7.2 FINAL DRAFT 10-28-21 7 CR225-474-755834.v4 DEVELOPER By: __________________________________ Its: __________________________________ Date: ________________________________ CITY OF CRYSTAL _____________________________________ Jim Adams, Mayor ____________________________________ Anne Norris, City Manager Date: ________________________________ Drafted by: Kennedy & Graven Chartered (TJG) 150 South Fifth Street Suite 700 Minneapolis, MN 55402 612-337-9300 7.2 FINAL DRAFT 10-28-21 A-1 CR225-474-755834.v4 EXHIBIT A Property Legal Description Torrens Lots 1 and 2, Block 1, Crystal Flats, Hennepin County, Minnesota. 7.2 FINAL DRAFT 10-28-21 B-1 CR225-474-755834.v4 EXHIBIT B Final Plat [attached hereto] 7.2 N 00°06'01" W 237.60 S 00°05'40" E 238.15 S 89°45'18" E 99.34Meas.100.0 PlatMeas.100.0 PlatMeas.238.09 PlatS 89°40'04" E 99.3689.8190.44PER PLAT OF FRANZ ADD.PER PLAT OF FRANZ ADD.NORTH LINE OF THE NE 1/4 OF SEC. 20, TWP. 118, R. 21WEST LINE OF THE NE 1/4 OF THE NE 1/4 OF SEC. 20, TWP. 118, R. 21 49.6849.6849.6749.67S 00°05'50" E 237.533333 33 33 33 33BASSETT CREEK16 16 S 00°03'26" W S 89°45'18" E 1305.26S 89°45'18" E 1305.26PER PLAT OF FRANZ ADD.12Drainage & Utility Easement55510 10 555Drainage & Utility EasementP i n c h e d E n d 127.51 80.0 8.0 17.517.5Sewer Easement perDoc. No. 2990177Top Nut ofHydrantPowerPolePowerPole73.2044.2069.25 (CORNER FALLS ON MANHOLE)NORTH 1/4 CORNER OF SEC.20, TWP. 118, R. 21(CORNER FALLS ON MANHOLE)NORTHEAST CORNER OFSEC. 20, TWP. 118, R. 2166 . 7 966.2166.17Top Nut ofHydrantPK in ConcreteBase ofSemaphorePK in ConcreteBase ofSemaphoreF:\survey\gardendale acres - hennepin\5-2\01 Surveying - 89595\01 CAD\01 Source\04 Final Plat.dwg7601 73rd Avenue NorthMinneapolis, Minnesota 55428(763) 560-3093DemarcInc.comCRYSTAL FLATSR. T. DOC. No._________________________________CITY COUNCIL, CITY OF CRYSTAL, MINNESOTAThis plat of CRYSTAL FLATS was approved and accepted by the City Council of the City of Crystal, Minnesota, at a regular meeting thereof held this______ day of _________________________, 20_____, and said plat is incompliance with the provisions of Minnesota Statutes, Section 505.03, Subdivision 2. City Council, City of Crystal, Minnesota By _____________________________________________ By _____________________________________________ Mayor ClerkRESIDENT AND REAL ESTATE SERVICES, Hennepin County, MinnesotaI hereby certify that taxes payable in 20_________ and prior years have been paid for land described on this plat, dated this _____ day of ______________________, 20______. Mark V. Chapin, County Auditor By _________________________________________ DeputySURVEY DIVISION, Hennepin County, MinnesotaPursuant to Minnesota Statutes, Sec. 383B.565 (1969) this plat has been approved this ______ day of _____________________, 20______. Chris F. Mavis, County Surveyor By __________________________________________REGISTRAR OF TITLES, Hennepin County, MinnesotaI hereby certify that the within plat of CRYSTAL FLATS was recorded in this office this _________ day of___________________, 20______, at_______o'clock_____M. Martin McCormick, County Recorder By__________________________________________DeputyI Gregory R. Prasch do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that allmathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands as defined in Minnesota Statutes, Section 505.01,Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat.Dated this ____________day of ____________________, 20 ______. ___________________________________________ Gregory R. Prasch, Land Surveyor Minnesota License No. 24992STATE OF MINNESOTACOUNTY OF HENNEPINThis instrument was acknowledged before me on this ___ day of _______________________, 20____, by Gregory R. Prasch. . Signature of Notary __________________________________ (Nortary's Printed Name)_______________________________ Notary Public _____________________, County, Minnesota. My commission expires _________________KNOW ALL PERSONS BY THESE PRESENTS: That JUFH Enterprises LLC, a Minnesota limited liability company, owner, of the following described property situate in the County of Hennepin, State of Minnesota, to wit: Lot 5, Block 2, GARDENDALE ACRES.Have caused the same to be surveyed and platted as CRYSTAL FLATS and do hereby dedicate to the public for public use the easements for utility and drainage purposes as created by this plat.In witness whereof said JUFH Enterprises LLC, a Minnesota limited liability , has hereunto set their hands this _______ day of ____________________, 20____. JUFH Enterprises LLC _____________________________________________ its _____________________________________ Mahmoud H. Abumayyaleh titleSTATE OF MINNESOTACOUNTY OF ________________This instrument was acknowledged before me this ______ day of __________________, 20____, by , Mahmoud H. Abumayyaleh its_______ _______________________________ of JUFH Enterprises LLC. Signature of Notary __________________________________ (Nortary's Printed Name)_______________________________ Notary Public _____________________, County, Minnesota. My commission expires _________________FOR THE PURPOSES OF THIS PLAT THE NORTH LINE OFTHE NORTHEAST QUARTER OF SEC. 20, TWP. 118, RANGE21 IS ASSUMED TO BEAR SOUTH 89°45'18" EAST.DENOTES 1/2 INCH BY 14 INCH IRON PIPE MONUMENT SETAND MARKED BY LICENSE NUMBER 24992.DENOTES FOUND 1/2 INCH OPEN END IRON PIPE MONUMENTUNLESS OTHERWISE NOTED.CITY REVIEW7.2 FINAL DRAFT 10-28-21 C-1 CR225-474-755834.v4 EXHIBIT C Approval Resolution [attached hereto] 7.2 7.2 7.2 7.2 7.2 7.2 N 00°06'01" W 237.60 S 00°05'40" E 238.15 S 89°45'18" E 99.34Meas.100.0 PlatMeas.100.0 PlatMeas.238.09 PlatS 89°40'04" E 99.3689.8190.44PER PLAT OF FRANZ ADD.PER PLAT OF FRANZ ADD.NORTH LINE OF THE NE 1/4 OF SEC. 20, TWP. 118, R. 21WEST LINE OF THE NE 1/4 OF THE NE 1/4 OF SEC. 20, TWP. 118, R. 21 49.6849.6849.6749.67S 00°05'50" E 237.533333 33 33 33 33BASSETT CREEK16 16 S 00°03'26" W S 89°45'18" E 1305.26S 89°45'18" E 1305.26PER PLAT OF FRANZ ADD.12Drainage & Utility Easement55510 10 555Drainage & Utility EasementP i n c h e d E n d 127.51 80.0 8.0 17.517.5Sewer Easement perDoc. No. 2990177Top Nut ofHydrantPowerPolePowerPole73.2044.2069.25 (CORNER FALLS ON MANHOLE)NORTH 1/4 CORNER OF SEC.20, TWP. 118, R. 21(CORNER FALLS ON MANHOLE)NORTHEAST CORNER OFSEC. 20, TWP. 118, R. 2166 . 7 966.2166.17Top Nut ofHydrantPK in ConcreteBase ofSemaphorePK in ConcreteBase ofSemaphoreF:\survey\gardendale acres - hennepin\5-2\01 Surveying - 89595\01 CAD\01 Source\04 Final Plat.dwg7601 73rd Avenue NorthMinneapolis, Minnesota 55428(763) 560-3093DemarcInc.comCRYSTAL FLATSR. T. DOC. No._________________________________CITY COUNCIL, CITY OF CRYSTAL, MINNESOTAThis plat of CRYSTAL FLATS was approved and accepted by the City Council of the City of Crystal, Minnesota, at a regular meeting thereof held this______ day of _________________________, 20_____, and said plat is incompliance with the provisions of Minnesota Statutes, Section 505.03, Subdivision 2. City Council, City of Crystal, Minnesota By _____________________________________________ By _____________________________________________ Mayor ClerkRESIDENT AND REAL ESTATE SERVICES, Hennepin County, MinnesotaI hereby certify that taxes payable in 20_________ and prior years have been paid for land described on this plat, dated this _____ day of ______________________, 20______. Mark V. Chapin, County Auditor By _________________________________________ DeputySURVEY DIVISION, Hennepin County, MinnesotaPursuant to Minnesota Statutes, Sec. 383B.565 (1969) this plat has been approved this ______ day of _____________________, 20______. Chris F. Mavis, County Surveyor By __________________________________________REGISTRAR OF TITLES, Hennepin County, MinnesotaI hereby certify that the within plat of CRYSTAL FLATS was recorded in this office this _________ day of___________________, 20______, at_______o'clock_____M. Martin McCormick, County Recorder By__________________________________________DeputyI Gregory R. Prasch do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that allmathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands as defined in Minnesota Statutes, Section 505.01,Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat.Dated this ____________day of ____________________, 20 ______. ___________________________________________ Gregory R. Prasch, Land Surveyor Minnesota License No. 24992STATE OF MINNESOTACOUNTY OF HENNEPINThis instrument was acknowledged before me on this ___ day of _______________________, 20____, by Gregory R. Prasch. . Signature of Notary __________________________________ (Nortary's Printed Name)_______________________________ Notary Public _____________________, County, Minnesota. My commission expires _________________KNOW ALL PERSONS BY THESE PRESENTS: That JUFH Enterprises LLC, a Minnesota limited liability company, owner, of the following described property situate in the County of Hennepin, State of Minnesota, to wit: Lot 5, Block 2, GARDENDALE ACRES.Have caused the same to be surveyed and platted as CRYSTAL FLATS and do hereby dedicate to the public for public use the easements for utility and drainage purposes as created by this plat.In witness whereof said JUFH Enterprises LLC, a Minnesota limited liability , has hereunto set their hands this _______ day of ____________________, 20____. JUFH Enterprises LLC _____________________________________________ its _____________________________________ Mahmoud H. Abumayyaleh titleSTATE OF MINNESOTACOUNTY OF ________________This instrument was acknowledged before me this ______ day of __________________, 20____, by , Mahmoud H. Abumayyaleh its_______ _______________________________ of JUFH Enterprises LLC. Signature of Notary __________________________________ (Nortary's Printed Name)_______________________________ Notary Public _____________________, County, Minnesota. My commission expires _________________FOR THE PURPOSES OF THIS PLAT THE NORTH LINE OFTHE NORTHEAST QUARTER OF SEC. 20, TWP. 118, RANGE21 IS ASSUMED TO BEAR SOUTH 89°45'18" EAST.DENOTES 1/2 INCH BY 14 INCH IRON PIPE MONUMENT SETAND MARKED BY LICENSE NUMBER 24992.DENOTES FOUND 1/2 INCH OPEN END IRON PIPE MONUMENTUNLESS OTHERWISE NOTED.CITY REVIEW7.2 7.2 7.2 CRYSTAL FLATS – SUBDIVISION APPLICATION PAGE 1 OF 12 ____________________________________________________________________________ FROM: Dan Olson, City Planner ____________________________________________________________________ TO: Anne Norris, City Manager (for September 9 Meeting) DATE: September 2, 2021 RE: Consider adoption of a resolution approving a preliminary and final plat for the Crystal Flats subdivision at 6613 – 36th Avenue North A. BACKGROUND Mahmoud Abumayyaleh, owner of the 23,598 SF (0.54 acre) subject property located at 6613 - 36th Avenue North, is proposing to subdivide it into two lots for construction of new single-family homes. The plat name is Crystal Flats and it is zoned Low Density Residential (R-1). Attachments: A. Site location and public hearing notice mailing map B. Existing zoning map C. Proposed Crystal Flats preliminary plat (nine sheets) D. Proposed Crystal Flat final plat E. Resolution to APPROVE subdivision F. Resolution to DENY subdivision and easement vacation Section Page Number(s) Information Provided B. (Response to City Council questions) Pages 2-4 • Staff response to Council questions C. (Planning Commission hearing and recommendation) Pages 4-7 • Commission findings for recommendation • Staff response to public hearing comments D. (Proposed property subdivision details) Pages 8-10 • Subdivision elements E. (Preliminary plat criteria) Page 10 • City response to criteria F. (Final plat criteria) Pages 10-11 • City response to criteria G. (Requested Council action) Pages 11-12 • Requested action • Approval conditions COUNCIL STAFF REPORT Proposed Crystal Flats subdivision 7.2 CRYSTAL FLATS – SUBDIVISION APPLICATION PAGE 2 OF 12 B. RESPONSE TO CITY COUNCIL QUESTIONS At the August 17, 2021 City Council meeting, the Council held a public hearing for a request to vacate an easement as part of a subdivision application at 6613 – 36th Avenue North (see agenda item 7.4). After hearing public testimony Council continued the discussion of both the subdivision and the easement vacation so that additional information could be provide d about the subdivision application, including stormwater management and street parking requirements. The following information is provided in response to that request: 1. Stormwater management: Question: Describe the drainage impacts to adjacent properties. Staff response: The City engineer has reviewed the stormwater management plan submitted by the applicant and found it to meet the city’s surface water management requirements in city code section 520.17. If the subdivision is approved the property will be graded so that stormwater will be directed into the proposed stormwater infiltration basins (“raingardens”) on both properties and into Bassett Creek, where stormwater naturally flows f rom this and other properties along the creek. Adjacent properties are not expected to receive stormwater runoff from this property. 2. Review by other agencies: Question: Can other entities, such as the Bassett Creek Watershed Management Commission (BCWMC), Joint Water Commission (JWC) or Minnesota DNR review the stormwater management plan? Staff response: ➢ The BCWMC only reviews those development proposals that involve disturbing more than one acre. The property at 6613 – 36th Avenue is only ½ acre in size. ➢ The JWC, which works to ensure quality potable (“drinking”) water for Crystal, Golden Valley and New Hope, does not review development proposals. ➢ Rather than reviewing all subdivisions or development on an individual basis the DNR requires municipalities to adopt a model floodplain ordinance to maintain eligibility in the National Flood Insurance Program administered by the Federal Emergency Management Agency (FEMA). This ordinance provides requirements for construction adjacent to floodplains, such as Bassett Creek. The proposed subdivision meets the requirements of the city’s floodplain ordinance. 3. Parking: Question: What are the parking limitations for the alley and 36th, Hampshire, and Georgia Avenues? 7.2 CRYSTAL FLATS – SUBDIVISION APPLICATION PAGE 3 OF 12 Staff response: • Alley: No parking is allowed • 36th Avenue N: No parking is allowed • Hampshire Ave N: East side - no parking; west side - no parking 2-5 A.M. • Georgia Ave N: No parking from 2-5 A.M. The city’s unified development code (UDC) requires two off -street parking spaces per property, one of which must be enclosed in a garage. For each property the applicant provides two enclosed spaces and two spaces in the driveway. Therefore the applicant has exceeded the minimum number of required parking spaces for each property, reducing the likelihood of residents and guests of these new homes from parking in the street. 4. Utilities: Question: If approved the new homes would be required to underground any new or extended utility lines. Will undergrounding be required for adjacent properties? Staff response: The requirement to underground utilities is only for the property at 6613 – 36th Avenue. Adjacent property owners will not have to meet this requirement. 5. Homes facing alleys: Question: Are there any other examples of Crystal homes that do not have access to a public street, but only to an alley? Staff response: The home on this property that was demolished in 2013 did not have access to a public street , but only to the alley. Staff is not aware of any other homes in this situation. As a protection for Bassett Creek, driveway access to 36th Avenue is not proposed for this property. 6. Lot dimension calculation: Question: The lot width dimension shown on the plat is 49.6’, which does not appear to meet the minimum lot width of 50’. Explain how these lots meet the city’s minimum width requirements. Staff response: The original Gardendale Acres plat was approved by the city in 1926 with a width of 100’. The two adjacent properties to the west, 3540 and 3550 Hampshire Avenue, were replatted in 1963. During that process the two plats overlapped each other causing the property at 6613 – 36th to fall short a few inches in lot width. The property surveyor has indicated that each lot in the Crystal Flats plat will be 49.6’ in width. However in city code section 520.01, any percentage of 0.5 percent or less ca n be rounded up to the 7.2 CRYSTAL FLATS – SUBDIVISION APPLICATION PAGE 4 OF 12 nearest whole number, which in this case would be 50’. Therefore the two lots in the Crystal Flats plat would meet the minimum lot width requirement. 7. Construction alternatives: Question: If the subdivision is denied by the Council what could the applicant build on the property? Staff response: The applicant could build a single-family home, which could include an accessory dwelling unit (ADU). In addition the applicant could build a two-family dwelling. Both of these construction types could be built without City Council approval or public input. C. PLANNING COMMISSION HEARING AND RECOMMENDATION Notice of the August 9 Planning Commission public hearing was published in the Sun Post on July 29, mailed to owners and renters within 500 feet (attachment A) and posted to the Brownwood, Valley Place, Fair and Bassett Creek neighborhoods on Nextdoor. A sign was also posted on the property. At the August 9 Planning Commission public hearing, the Commission heard comments from seven Crystal residents. After discussion, the Commission recommended denial of the subdivision application by a vote of 7 to 1 (one member was absent). The Commission listed as their Finding of Fact for the recommendation as “the new homes would face the alley, in contradiction to the Unified Development Code (UDC)”. The following is a description of that finding and three other concerns that were expressed at the public hearing, with staff’s response to those concerns: 1. The homes face the alley in contradiction to the UDC requirement that “no home shall be oriented to face the alley”. (This was the Planning Commission’s recommended finding for denial of the subdivision.) Staff response: The actual text of the code - 525.05, Subd. 10 (h) (3) - shows that this requirement is only a condition for the establishment of alleys, and is not applicable beyond that. UDC excerpt with highlighting for emphasis: (h) Alleys. Alleys may be established in the city under the following conditions: (1) The alleys are publicly owned and maintained; (2) The alleys shall be made of concrete; (3) No home shall be oriented to face the alley; and (4) Alleys are permitted as a secondary access when the lots front on an arterial or collector street. 7.2 CRYSTAL FLATS – SUBDIVISION APPLICATION PAGE 5 OF 12 In this case: ✓ The alley was legally established in 1926 when it was platted in the Gardendale Acres subdivision. ✓ The alley was physically established by 1937 and has been continuously maintained as an alley since then. ✓ The proposed plat (Crystal Flats) does not dedicate, create or in any way establish an alley. Therefore the code provision cited in the Planning Commission’s finding for denial is not applicable and staff opinion is that the subdivision cannot be denied for this reason. Supporting documentation for the staff opinion: Excerpt from the 1926 Gardendale Acres plat: Subject Property (Lot 5) 6613 – 36th Ave N Alley 7.2 CRYSTAL FLATS – SUBDIVISION APPLICATION PAGE 6 OF 12 1937 aerial photo: 2012 aerial photo: 7.2 CRYSTAL FLATS – SUBDIVISION APPLICATION PAGE 7 OF 12 2. The lot is too small for two single family homes. Staff response: Both proposed lots meet the lot width, depth and area requirements of the UDC. Although the two proposed lots would be narrower than other lots currently accessed from the alley, the proposed lots’ depth and area would be similar to, or exceed that of the other lots accessed from the alley. 3. Adding two new homes would make the alley too congested, especially since the alley is a “dead-end” with only one access point. Staff response: If the subdivision application is approved by the City Council, there would be six homes using the alley for access. There are other “dead-end” alleys in Crystal with alley-accessed garages serving more houses than the six houses the subject alley would serve after approval of the proposed subdivision. Specifically: • The dead-end alley between 42nd and 43rd Avenues/Zane and Xenia Avenues has 12 garages • The dead-end alley between 42nd and 43rd Avenues/Xenia and Welcome Avenues has 11 garages According to city code section 520.15, in order to prevent traffic congestion in public rights-of-way, the UDC specifically requires a minimum number of off-street parking spaces be provided for various land uses. For single-family homes each property must provide two parking spaces, one of which must be enclosed within a garage. The proposed homes will have two garage spaces plus parking in the driveway for another two vehicles. Therefore the applicant has exceeded the minimum number of required parking spaces for each property, reducing the likelihood of congestion in the alley. 4. The construction of the two homes will be too disru ptive to the residents living off of the alley. Staff response: As with any construction of a new home in an existing residential neighborhood, there is the potential for neighborhood disruption. In 2016 the City Council adopted a construction management ordinance to help alleviate this type of disruption. As part of this management process, city staff sends an information packet to adjacent property owners with the builder’s contact information and a description of how to respond to negative impacts from the construction. In addition staff meets with the builder before the building permit is issued to have them sign a construction management agreement detailing how they will interact with the surrounding property owners. 7.2 CRYSTAL FLATS – SUBDIVISION APPLICATION PAGE 8 OF 12 D. PROPOSED PROPERTY SUBDIVISION DETAILS Existing use The property is a vacant lot. The home previously on the property was demolished in 2013. Proposed use The applicant is proposing to construct two new single-family homes, which would be addressed as 6609 and 6611 - 36th Avenue North. Parcel Area Details 23, 598 sq. ft. (0.54 acres) - Total area to be replatted as follows: ➢ 11,797 sq. ft. (0.27 acre) Lot 1 (new 6611 - 36th Ave N) ➢ 11,801 sq. ft. (0.27 acre) Lot 2 (new 6609 - 36th Ave N) Subdivision design features The proposed plat would be named Crystal Flats. The following are the notable design features of this subdivision: 1. Zoning Requirements • Building setbacks. The homes on these two proposed properties will meet the setbacks required for the R-1 district, which are 30 feet for the front and rear property lines. Side setbacks will be controlled by the five foot drainage and utility easements. No part of the homes, including eaves, may be located within a drainage and utility easement. • Lot size and area. The proposed lots meet the minimum lot area (6,000 sq. ft.), width (50’), and depth (100’) requirements of the R-1 district. The original Gardendale Acres plat was approved by the city in 1926 with a width of 100’. The two adjacent properties to the west, 3540 and 3550 Hampshire Avenue, were replatted in 1963. During that process the two plats overlapped each other causing the property at 6613 – 36th to fall short a few inches in lot width. The property surveyor has indicated that each lot in the Crystal Flats plat will be 49.6’ in width. However in city code section 520.01, any percentage of 0.5 percent or less can be rounded up to the nearest whole number, which in this case would be 50’. Therefore the two lots in the Crystal Flats plat would meet the minimum lot width requirement. • Residential density. The area included in Crystal Flats will have a required maximum gross density of no more than six units per gross acre. “Gross” includes public areas such as street right-of-ways in the density calculation. In the case of Crystal Flats, gross density is calculated as follows: 23,598 sq. ft – Total area to be replatted into two lots plus 7.2 CRYSTAL FLATS – SUBDIVISION APPLICATION PAGE 9 OF 12 4,605 sq. ft. – The portion of the 36th Avenue right-of-way south of the centerline, and the portion of the alley right-of-way north of the centerline. These are not included in the plat because they were previously platted in Gardendale Acres. However, for the purposes of calculating gross density, the UDC includes adjacent street and alley right-of-way or easement areas. equals 28,203 sq. ft (0.64 acres) - Total area included in the density calculation. Gross density is calculated by dividing 2 housing units by 0.64 acres, yielding a density of 3.1 units per gross acre for Crystal Flats, well below the maximum of 6 units per gross acre. 2. Street and Pedestrian Access • Street access. Due to the presence of Bassett Creek on the northern half of the lot, the two new homes will be accessed off of a public alley on the south side of the property. There are currently four other homes that are accessed from this alley, which has a pavement width of 12’ within a 16’ right-of-way. • Pedestrian connections. There is an existing sidewalk along 36th Avenue. 3. Utilities. The new homes will connect to a proposed new water main in the alley connecting between the existing mains along Hampshire Avenue and Georgia Avenue. Sanitary sewer connections will be made to an existing 4” service (for the home that was demolished) that connects to the main which runs along the creek. The portion of the sanitary sewer service that runs from the home to the combined sanitary sewer service will be the responsibility of the respective homeowner. The combined sanitary sewer service out to the main will be the joint responsibility of the two property owne rs. A shared utility service is not typical in Crystal, but it is not unusual - the recent subdivision along the 39XX block of Douglas Drive has shared water services due to the difficulty of cutting into the concrete water main in Douglas. Staff recommends that a condition of plat approval be added that requires a covenant to be recorded for both properties which would require them to cooperate and be jointly responsible for any issues and costs related to maintaining this shared sanitary sewer pipe. There are existing overhead private utility lines along the alley on the south side of the property and along the west side of the property. New drainage and utility easements are dedicated with this new plat. New private utility services to the new homes, such as Xcel Energy, Century Link and Comcast, will be buried underground. 4. Grading, Drainage and Erosion Control. The applicant has submitted a stormwater plan that proposes to construct two infiltration basins on each 7.2 CRYSTAL FLATS – SUBDIVISION APPLICATION PAGE 10 OF 12 property – one in the front yard and one in the back yard. Maintenance will be the responsibility of each respective homeowner, not the city or any other public entity. During home construction the city will require erosion control techniques to be used on-site including silt fences, inlet protection, and rock construction entrance. 5. Landscaping. The UDC requires the builder to plant one new tree in the front yard of each of the new homes. 6. Park dedication. The UDC requires a payment of $1,000 per new net lot created. This park dedication fee would be paid by the applicant prior to the release of the plat by the city for county recording. E. PRELIMINARY PLAT CRITERIA The following are the relevant criteria for approval of preliminary plats in city code section 510.25. 1. The proposed subdivision must be in compliance with the provisions of this UDC. Findings: The proposed subdivision meets UDC requirements. 2. The proposed subdivision must be in accordance with the objectives of the city’s comprehensive plan. Findings: The proposed subdivision meets the density requirements of the low density residential land use category. 3. The physical characteristics of the site, including but not limited to, topography, vegetation, susceptibility to erosion and sedimentation, susceptibility to flooding, water storage and retention, must be such that the site is suitable for the type of development of uses contemplated. Findings: The characteristics of the site are conducive to the construction of two new single-family homes, which will be located on the higher elevation of the property sufficiently distanced from the Bassett Creek floodplain. F. FINAL PLAT CRITERIA In addition to preliminary plat approval for the Crystal Flats subdivision, final plat approval is also requested. According to City Code Section 510.11, Planning Commission review of the final plat is not required. The following are the relevant criteria for approval of final plats in city code section 510.25. 7.2 CRYSTAL FLATS – SUBDIVISION APPLICATION PAGE 11 OF 12 (1) Construction drawings have been submitted to, reviewed and approved b y the city engineer. Findings: The city engineer has reviewed utility connection plans for the new homes and found them to meet the city’s requirements. (2) A development agreement in a form acceptable to the city shall be prepared and executed as part of the final plat application. Findings. The signing of a development agreement by the applicant is a condition of approval of the subdivision. (3) The final plat is in substantial compliance to the approved preliminary plat and any conditions on the preliminary plat approval. Findings. The final plat is in substantial compliance with the preliminary plat. G. REQUESTED COUNCIL ACTION At the August 9, 2021 Planning Commission meeting, the Commission recommended denial of the preliminary plat by a vote of seven to one (one member absent). Notwithstanding the Planning Commission recommendation and because the plat actually would meet the requirements of city code, staff recommends approval of the preliminary and final plat with the following conditions: 1. Release of final plat. Prior to the release by the city of the final plat document for recording at Hennepin County, the applicant shall: a. Pay the city a $1,000 park dedication fee. b. Execute development agreement with the city in a form acceptable to the city. 2. Certificate of occupancy. Before the certificate of occupancy is released by the city, the following must occur: a. A shared responsibility covenant must be recorded for both properti es requiring them to cooperate and be jointly responsible for any issues and costs related to maintaining the shared sanitary sewer pipe to the city’s main in 36th Avenue. The covenant must be in a form acceptable to the city. b. Each property owner shall install and maintain a directional sign along 36th Avenue with the house number and a message stating that property access for the home is located off of the alley accessed from Hampshire Avenue North (the exact language to be reviewed and approved by city staff). 7.2 CRYSTAL FLATS – SUBDIVISION APPLICATION PAGE 12 OF 12 3. Overhead utilities. If the overhead utility lines on the property are relocated or extended, the lines shall be buried underground. New private utilities, such as Xcel Energy, Center Point Energy, or Comcast shall be buried underground. Under no circumstances shall additional overhead utilities be installed, whether main lines, feeder lines or service lines to the new houses. 4. Compliance. Development of the plat is subject to the applicable requirements of the Crystal City Code. The applicant is required to comply with all applicable federal, state, and local laws, rules, regulations, and ordinances in developing the plat and is required to obtain such other permits and permissions as may be required. 5. No Waiver. Failure by the City to take action with respect to any violation of any condition, covenant or term of this plat approval shall not be deemed to be a waiver of such condition, covenant, or term or any subsequent violation of the same or any other condition, covenant, or term. 6. Binding Effect. The conditions placed on this preliminary approval are binding on the applicant, its successors and assigns, shall run with the property, and shall not in any way be affected by the subsequent sale, lease, or other change from current ownership. The obligations of the applicant under this approval shall also be the obligations of the current and any subsequent owners of the property. 7. Acceptance of Conditions. Utilization of the property for any of the uses allowed by this preliminary approval shall automatically be deemed acceptance of, and agreement to, the terms and conditions without qualification, reservation, or exception The City Council has two options to take action on the Crystal Flats subdivision: ➢ If the Council agrees with the staff’s Findings of Fact in this staff report, motion to approve the proposed resolution (attachment E) is requested. ➢ If the Council does not agree with the staff’s Findings of Fact in this staff report, motion to deny the proposed resolution (attachm ent F) is requested. This resolution also denies the proposed easement vacation (see agenda item 7.4). 7.2 Site Location and Public Hearing Notice Mailing Map 6613 – 36th Ave N 4141 Douglas Dr. N. Crystal MN 55422 Attachment A 7.2 Zoning Map 6613 36th Ave N 4141 Douglas Dr. N. Crystal MN 55422 Attachment B 7.2 889.4 890.2 890.5 890.5 892.4892.5 GF 892.7 892.6 892.7892.8E Elec. Meter 892.6 892.3 892.5 893.2 893.2 892.5 892.9 893.9 901.5 Power Pole 894.5 895.5 895.4 895.8 896.1 896.9 897.9 899.1 900.3 900.6 901.3 GF 901.3 900.6 Power Pole Guy Anchor E Elec. Meter 898.7 898.9898.1897.2 898.0 probe 898.0 probe 897.93 895.3 2 894.2 probe 894.5 1 894.6 896.2 896.6 900.3899.2 896.9895.5893.9891.8890.2 890.1 891.6 891.8 892.8 892.7 893.7 895.3 897.7 898.9 899.9 901.2 900.5 Power Pole w/ light 892.7 893.9 893.9 894.7 895.4 895.8 897.7 898.0 897.8 897.0 897.1 897.4 897.3 897.3 896.9 895.7 894.0893.7 894.1 894.8 895.5 895.3 895.5 895.6 895.2 894.4 892.8 892.7 895.8 897.4 898.1898.3 898.9 898.4 899.2898.8 898.9 900.3 E Elec. Meter 895.7 889.1 888.1 889.6 891.5 892.6 888.5 888.0 893.8 Hydrant tnh=886.00 884.3 891.1 891.0 888.3 888.2 887.8 883.4 883.6 888.4 883.2 883.1 883.1 883.2 883.2 883.2 881.6 879.3 878.9 878.4 878.4 878.7 879.4 879.7 876.2 874.8 876.8 878.6 879.7878.5 877.1 872.5 inv=870.70 inv=870.75 inv=871.62 871.0 875.3 873.3 S Sanitary Manhole rim=883.09 S Sanitary Manhole rim=883.09 Sign 883.2 883.6 tcc 883.48 885.1 tcc 884.88 Serv 886.5 tcc 886.40 SSanitary Manhole rim=887.58 " inv=870.26 " inv=870.15 872.7872.7 873.2 898.6 inv=868.43 inv=867.90 BASSETT C R E E K 36TH AVE. N.N 00°06'01" W 237.60S 00°05'40" E 238.15S 89°45'18" E 99.34 Meas. 100.0 Plat Meas. 100.0 Plat Meas.238.09 PlatS 89°40'04" E 99.36 880 890 872 874 876 878 882 884 886 888 880 872 874 876 878 882 884 894896898Overhead Wires F e n c eF e n c eOverhead WiresOverhead Wires Overhead Wires F e n c eF e n c eHAMPSHIRE AVE. N.8" VCP Sanitary Sewer 10" V C P S a n i t a r y S e w e r 6" Watermain A L L E Y Box Culverts 91.006 2 . 0 0 62 . 0 5162.4310.0 12.955.122.789.81 90.44EAST LINE OF HAMPSHIRE AVE. N. AS PLATTED ESTABLISHED FROM SECTION BREAKDOWN PER PLAT OF FRANZ ADD. PER PLAT OF FRANZ ADD.W a l lW a l lC o n c r e t e C o n c r e t e RESIDENCE No. 6603RESIDENCE No. 3540 RESIDENCE No. 3550 C o n c r e t e W a l lSanitary Sewer as Marked in the FieldDrainage Easement per Doc. No. 4794500 5.3 F:\survey\gardendale acres - hennepin\5-2 gardendale acres\01 Surveying - 89595\01 CAD\01 Source\01 Survey Base.dwg Basis for bearings is assumed Surveyors Certificate x000.0 Denotes Existing Elevation Denotes Iron Monument Denotes Found Iron Monument Denotes Existing Contours NOTE: The only easements shown are from plats of record or information provided by client. Drawn By Signed Gregory R. Prasch, Minn. Reg. No. 24992 Scale: 1" = 30' F.B.No. Project No.I certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota rev Address: Legal Description 7601 73rd Avenue North Minneapolis, Minnesota 55428 (763) 560-3093 DemarcInc.com 89595 1122-02 Existing Conditions Survey For: 6613 36th Ave. N. Crystal, MN Surveyed this 10th day of June 2021. MAHMOUD ABUMAYYALEH Lot 5, Block 2, GARDENDALE ACRES Hennepin County, Minnesota Property located in Section 20, Township 118, Range 21, Hennepin County, Minnesota Benchmark: MNDOT Station 'DQ' Elevation = 909.26 feet (NAVD 88) Property Zoned R1 - Low Density Residential with Flood Plain Overlay District (rear portion of Lot) Building Setback Requirements Front - 30 feet Side - 5 feet Rear - 30 feet Maximum building height 2 stories or 32 feet Refer to City Code for additional restrictions or allowances. 6-24-21 boundary clarification Attachment C 7.2 A0 Hung Ly SHEET NO. DRAWN BY: 07/03/2021 PROJECT NO.: DATE: SHEET TITLE REVISIONS 6609 36th Ave. NorthCrystal, MN 55427ArchitectsHLNew Single Family HouseREG. 50476 Date: 07/03/2021-/-/-51 11th Ave. SouthWaite Park, MN 56387320-237-7411: hlarchitects2000@gmail.comSITE LOCATION DRAFTING SYMBOLS, SITE PLAN AND SITE INFORMATION AERIAL MAP #4%*+6'%674#. ARCHITECTURAL A2 A3 A4 A1 PROJECT INDEX, TITLE SHEET, SITEPLAN 6609 36th Ave. North Crystal, MN 55427 New Single Family House A0 A5 BASEMENT, FIRST FLOOR PLANS, AND NOTES SECOND AND ROOF PLANS AND NOTES EXTERIOR ELEVATIONS WALL SECTIONS WALL SECTION AND DETAILS 7.2 889.2890.0890.3892.1893.0892.7894.3895.3895.3895.2896.7896.7897.7898.9901.1899.9896.8897.8891.6890.0891.6893.5895.1896.4897.5898.8899.9900.3892.5896.8897.0895.5894.2888.1us891.7Hydranttnh=885.82888.2888.0888.2888.0883.0883.2881.3883.4886.2886.3888.2882.9876.2876.9872.3inv=870.51876.9inv=870.56876.1870.8870.7870.8870.8875.1873.1SSanitary Manholerim=882.90SSanitary Manholerim=882.90Sign883.0883.4tcc883.29884.9tcc884.69Serv886.3tcc886.21tnh891.76SSanitary Manholerim=887.40SSanitary Manholerim=886.81"inv=870.07"inv=869.96872.5872.5873.0898.4inv=868.24inv=867.70BASSETT CREEK36TH AVE. N.N 00°06'01" W 237.60 S 00°05'40" E 238.15 S 89°45'18" E 99.34Meas.100.0 PlatMeas.238.09 Plat880890 872874876878882884886888880872874876878882884894 900 896898 Overhead WiresF e n c e F e n c e Overhead WiresOverhead W i r e sOverhead WiresF e n c eF e n c eHAMPSHIRE AVE. N.8" VCP Sanitary Sewer10" VCP Sanitary Sewer6" WatermainA L L E YBox Culverts91.0062.0062.05162.4310.012.9 55.1 22.7 89.8190.44EAST LINE OF HAMPSHIRE AVE. N. AS PLATTED ESTABLISHED FROM SECTION BREAKDOWN PER PLAT OF FRANZ ADD.PER PLAT OF FRANZ ADD.W a l l W a l lC o n c r e t eC o n c r e t e RESIDENCENo. 6603RESIDENCENo. 3540RESIDENCENo. 3550C o n c r e t eW a l lSanitary Sewer as Marked in the Field 5.33333 16 33333333 33 33Adjoining Owner:James & Laurenda FrakesAdjoining Owner:Allen FranzAdjoining Owner:David & Kathy BissenNORTH LINE OF THE NE 1/4 OF SEC. 20, TWP. 118, R. 21WEST LINE OF THE NE 1/4 OF THE NE 1/4 OF SEC. 20, TWP. 118, R. 21 GEORGIA AVE. N.Box Culverts49.6849.6849.6749.67S 00°05'50" E 237.531 25.534.1Drainage Easement per Doc. No. 4794500TO BE VACATED2' Cant.PorchD e c kPROPOSEDRESIDENCE2' Cant.PorchD e c kPROPOSEDRESIDENCE9.59.530.1 30.0 100 YEAR FLOOD CONTOUR9.29.59.59.2D r i v e w a y D r i v e w a y WalnutWillowRiver BirchRiver BirchRiver BirchWalnut123465892.3894.3899.2897.24% 5%S 89°40'04" E 99.36Meas.100.0 Plat1F:\survey\gardendale acres - hennepin\5-2\01 Surveying - 89595\01 CAD\01 Source\01 Survey Base.dwgFile No.Certification Legal DescriptionLot 5, Block 2, GARDENDALE ACRES, Hennepin County, Minnesota. Signed: ____________________________________________ Gregory R. Prasch Registration No. 24992Prepared this 7th day of July 2021.PRELIMINARY PLAT & TREE INVENTORY Zoning & Development InformationProperty Currently Zoned: R-1, Low Density Residential with Flood Plain Overlay DistrictProposed Zoning: R-1, Low Density Residential with Flood Plain Overlay District Zoning Ordinance Requirements: Building Setbacks Front - 30 feet Side Yard - 5 feet Rear Yard - 30 feet Minimum Lot Size - 6,000 sq.ft Minimum Lot Width - 50 feet Minimum Lot Depth - 100 feet Maximum Building Height - 2 stories or 32 feet whichever is lessRefer to City code for additional requirementsProposed Number of Lots = 2Area of proposed: Lot 1, Block 1 = 11,797 sq.ft Lot 2, Block 1 = 11,801 sq.ft Right-of-Way = 0 sq.ft7601 73rd Avenue NorthMinneapolis, Minnesota 55428(763) 560-3093DemarcInc.comCRYSTAL FLATSPRELIMINARY PLAT - CRYSTAL FLATS drawn by:Peek - a - B oo Property Address:6613 36th Avenue N., Crystal, MN 55427 (PID No. 20-118-21-11-0041)Total Area of Parcel = 23,598 sq.ft (0.54 acres)Benchmark: MNDOT Station "DQ". Elevation = 909.07 feet (NAVD 29)By graphic interpretation only, this property is in Flood Zone "X" (area of minimal flooding) andZone "AE" (area prone to flooding) per FEMA panel map number 27053C0213F dated 11/04/2016.100 Year Flood Elevation = 878.0 feetTitle insurance commitment showing property description and any encumbrances of record notprovided, survey subject to change. The only easements shown are from plats of record orinformation provided by client.Property located in Section 20, Township 118, Range 21, Hennepin County, Minnesota.Underground utility information from City of Crystal records, locations are only approximate and notall utilities are shown. Contact Gopher State One Call prior to any excavation. 651-454-0002.Tree identification and location per files from TreeBiz (651-336-8095)Miscellaneous NotesMN 1MN 2MN 3MN 4MN 5MN 6 Personnel ENGINEER:DemarcLand Surveying & Engineering7601 73rd Avenue N.Brooklyn Park, MN 55428phone 763-560-3093fax 763-560-3522Attn: Jeff Praschjeff prasch@dmearcinc.comProperty Owner:Jufh Enterprises LLC8625 Nevada Ave. N.Brooklyn Park, MN 55445SURVEYORDemarcSurveying and Engineering7601 73rd Avenue N.Brooklyn Park, MN 55428Attn: Greg Praschphone: 763-560-3093fax: 763-560-3522gregprasch@demarcinc.com Developer:JUFH Enterprises LLCMahmoud Abumayyaleh8625 Nevada Ave. N.Brooklyn Park, MN 55445Phone: 612-501-4000mahmoudabumayyaleh@gmail.comCITY OF CRYSTAL, HENNEPIN COUNTYF.B. No. 1122-02 inv. 89595basis of bearings is assumedProposed Drainage & Utility Easements are shown thus:BEING 10 FEET IN WIDTH AND ADJOININGRIGHT OF WAY LINES AND 5 FEET IN WIDTHAND ADJOINING INTERIOR LOT LINES.10 10 55R/W LineLot Line x000.0Denotes Existing ElevationDenotes Found Iron MonumentDenotes Iron Monument SetBollardLightPower PoleSanitary ManholeStorm ManholeWater ManholeCatch BasinSanitary SewerStorm SewerWatermainOverhead WiresDenotes Existing ContoursDenotes Fence lineLegendVicinity MapDouglas Drive N Louisiana Ave. N SITE no scaleSHEET 1 OF 1Tree Inventory I certify that this plan, specification, or report was prepared by me or under my direct supervisionand that I am a duly Licensed land Surveyor under the laws of the State of Minnesota.Proposed Building ElevationsProposed Top of FoundationProposed Garage FloorProposed Basement FloorType of Building897.5897.2889.5Full Basement LookoutProposed Top of FoundationProposed Garage FloorProposed Basement FloorType of Building899.5899.2891.2Full Basement LookoutLot 1Lot 2123Denotes Proposed ElevationDenotes Proposed Surface Water Drainage DirectionMN 77.2 890.0 890.3 892.1 893.0 892.7 894.3 895.3 895.3895.2 896.7 896.7 897.7 898.9 901.1 899.9 896.8 897.8 891.6890.0 891.6 893.5 895.1 896.4 897.5 898.8 899.9 900.3 892.5 896.8 897.0 895.5 894.2 888.1 us 891.7 888.2 888.0 888.2 888.0 883.0883.2 881.3883.4886.2 886.3 888.2 882.9 876.2 876.9 872.3 inv=870.51 876.9 inv=870.56 876.1 870.8 870.7 870.8 870.8 875.1 873.1 S Sanitary Manhole rim=882.90 Sign 883.0 883.4 tcc 883.29 884.9 tcc 884.69 Serv 886.3 tcc 886.21 " inv=870.07 " inv=869.96 872.5872.5 873.0 898.4 inv=868.24 BASSETT C R E E K 36TH AVE. N.N 00°06'01" W 237.60S 00°05'40" E 238.15S 89°45'18" E 99.34 Meas.100.0 Plat Meas.238.09 Plat880 890 872 874 876 878 882 884 886 888 880 872 874 876 878 882 884 894900896 898Overhead WiresOverhead WiresOverhead Wires Overhead Wires 10" V C P S a n i t a r y S e w e r A L L E Y Box Culverts 91.00162.4310.0 12.955.122.789.81 90.44 PER PLAT OF FRANZ ADD. PER PLAT OF FRANZ ADD.W a l lW a l lC o n c r e t e C o n c r e t e RESIDENCE No. 6603RESIDENCE No. 3540 RESIDENCE No. 3550 C o n c r e t e W a l lSanitary Sewer as Marked in the Field5.3 1633Adjoining Owner: James & Laurenda Frakes Adjoining Owner: Allen Franz Adjoining Owner: David & Kathy Bissen Box Culverts 49.6849.68 49.67 49.67 S 00°05'50" E 237.531 2 5.5 34.1 2' Cant. Porch D e c k PROPOSED RESIDENCE 2' Cant. Porch D e c k PROPOSED RESIDENCE 9.5 9.5 30.130.0100 YEAR FLOOD CONTOUR9.2 9.5 9.5 9.2 S D r i v e w a yD r i v e w a yWalnut Willow River Birch River Birch River Birch Walnut 1 2 3 4 6 5 892.3 894.3 899.2897.2 4%5%S 89°40'04" E 99.36 Meas.100.0 Plat 1 SCALE IN FEET 200 40 F:\survey\gardendale acres - hennepin\5-2\01 Surveying - 89595\01 CAD\01 Source\01 Survey Base.dwgC1 OF C2 DATE:LIC. NO.: SHEET NO. PROJECT: 89595AREVISIONSDESIGNED BY: DRAWN BY: CHECKED BY: LOT 5, BLOCK 2 GARDENDALE ACRES 6613 36TH AVENUE N CRYSTAL, MINNESOTA EROSION AND SEDIMENT CONTROL PLAN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.JUFH ENTERPRISES LLC 8625 NEVADA AVENUE N BROOKLYN PARK, MN 55445JEFFREY A. PRASCH, P.E. 07.13.21 52706 JWL JAP GRP INLET PROTECTION NOT TO SCALE 2 C1 MINIMUM DOUBLE STITCHED SEAMS ALL AROUND SIDE PIECES AND ON FLAP POCKETS FRONT, BACK, AND BOTTOM TO BE MADE FROM SINGLE PIECE OF FABRIC OVERFLOW HOLES (2 IN X 4 IN HOLE SHALL BE HEAT CUT INTO ALL FOUR SIDE PANELS) USE REBAR OR STEEL ROD FOR REMOVAL (FOR INLETS WITH CAST CURB BOX REPLACE ROD WITH WOOD 2 IN X 4 IN). EXTEND 10 IN BEYOND GRATE WIDTH ON BOTH SIDES, LENGTH VARIES. SECURE TO GRATE WITH WIRE OR PLASTIC TIES. L W 1 2 W 12 IN 8 IN INLET SPECIFICATIONS AS PER THE PLAN DIMENSION LENGTH AND WIDTH TO MATCH FLAP POCKET 1 2 L 5 FT MINIMUM LENGTH POST AT 6 FT MAXIMUM SPACING PLASTIC ZIP TIES (50 LBS TENSILE) LOCATED IN TOP 8 IN GEOTEXTILE FABRIC, 36 IN WIDE TIRE COMPACTION ZONE MACHINE SLICE 8 IN - 12 IN DEPTH FLOW FLOW SILT FENCE (MACHINE SLICED) NOT TO SCALE 1 C1 2 FT MINIMUMPOST EMBEDMENTEXISTING GROUND SILT FENCE/SEDIMENTS CONTROL LOG NOTES: 1. SILT FENCE SHALL BE SUPPORTED BY STURDY METAL OR WOODEN POSTS AT INTERVALS OF 6 FEET OR LESS. 2. SEDIMENT CONROL LOGS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECCOMENDTIONS FOR EFFECTIVE CONSTRUCTION SITE EROSION CONTROL. 3. IF CONSTRUCTION INTERFERES WITH EROSION CONTROL MEASURES, THEY SHALL BE RESTORED TO THEIR INTENDED FUNCTION AT THE END OF EACH DAY. 7601 73rd Avenue North Minneapolis, Minnesota 55428 (763) 560-3093 DemarcInc.com TEMPORARY ROCK STABILIZING EXIT NOT TO SCALE 4 C1 PUBLIC ROAD SURFACE FLOW CRUSHED ROCK PER SPECIFICATION EXISTING GROUND6 IN MINIMUMGEOTEXTILE FABRIC TAPER EDGES AT 1:11 IN - 2 IN CRUSHED ROCK RADIUS AS REQUIRED 20' MINIMUM LENGTHEXIT WIDTH AS REQUIREDFLOW 45° STRAW SEDIMENT CONTROL LOG 1 IN X 2 IN X 24 IN LONG WOODEN STAKES. STAKES SHALL BE DRIVEN THROUGH THE BACK HALF OF THE SEDIMENT CONTROL LOG AT AN ANGLE OF 45 DEGREES WITH THE TOP OF THE STAKE POINTING UPSTREAM. BACKFILL AND COMPACT SOIL FROM TRENCH ON UPGRADIENT SIDE OF SEDIMENT CONTROL LOG PLACE SEDIMENT CONTROL LOG IN SHALLOW TRENCH (1 IN - 2 IN DEPTH) 8 IN - 10 IN EMBEDMENT DEPTH SPACE BETWEEN STAKES SHALL BE A MAXIMUM OF 1 FT FOR DITCH CHECKS OR 2 FT FOR OTHER APPLICATIONS. BIOROLLS NOT TO SCALE 3 C1 EXISTING GROUND PROPOSED SILT FENCE OR BIO-ROLLS ROCK STABILIZATION ENTRANCE SITE PLAN NOTES: 1. DISTURBED SOILS TO BE TO BE COVERED WITH SOD, OR GRASS-SEED MIXTURE AS PERMANANENT VEGETATIVE COVER. 2. THE PORTION OF BASSETT CREEK LOCATED ON THE PROPERTY IS HAS BEEN LISTED ON THE MPCA LIST OF IMPAIRED WATERS SINCE 2004. GRADING LIMITS EROSION CONTROL NOTES: 1. ALL EROSION AND SEDIMENT CONTROL BMP'S (I.E. SILT FENCE, BIO-ROLLS, ROCK CONSTRUCTION EXIT, INLET PROTECTION, ETC.) SHALL BE INSTALLED PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY. 2. INLET PROTECTION SHALL BE INSTALLED AT ANY INLET THAT MAY RECEIVE RUNOFF FROM THE DISTURBED AREAS OF THE PROJECT. INLET PROTECTION MAY BE REMOVED FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (FLOODING / FREEZING) HAS BEEN IDENTIFIED. THE PERMITTED MUST RECEIVE WRITTEN CORRESPONDENCE FROM THE CITY ENGINEER VERIFYING THE NEED FOR REMOVAL. 3. INSTALL SEDIMENT CONTROL BMP'S, SUCH AS SILT FENCE, AROUND ALL STOCKPILES. 4. RETAIN AND PROTECT AS MUCH NATURAL VEGETATION AS FEASIBLE. WHEN VEGETATION IS REMOVED DURING DEVELOPMENT, THE EXPOSED CONDITION OF LAND SHALL BE KEPT TO THE SHORTEST PRACTICAL PERIOD OF TIME, BUT NOT LONGER THAN 60 DAYS. ANY EXPOSED AREAS EXCEEDING THIS TIME-FRAME SHALL BE TEMPORARILY STABILIZED (STRAW MULCH, WOODCHIPS, ROCK). AREAS BEING USED FOR MATERIAL STORAGE AND AREAS UNDER CONSTRUCTION ARE EXEMPT FROM TEMPORARY STABILIZATION. 5. ANY STEEP SLOPES (3H : 1V OR STEEPER) EXPOSED DURING CONSTRUCTION SHALL BE PROTECTED WITH TEMPORARY VEGETATION, MULCHING OR BY OTHER MEANS ACCEPTABLE TO THE BUILDING OFFICIAL WITHIN 14 DAYS OF CEASING LAND DISTURBING ACTIVITIES ON THE STEEP SLOPES. STOCKPILES MAY BE PROTECTED BY AN ANCHORED TARP OR PLASTIC SHEET. 6. PROVIDE DUST CONTROL AS NECESSARY. DUST CONTROL CAN INCLUDE WATER. 7. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO PUBLIC PAVEMENT AREAS ON A DAILY BASIS OR AS NEEDED. 8. ALL EROSION AND SEDIMENT CONTROL BMP'S SHALL BE INSPECTED EVERY 7 DAYS, OR WITHIN 24 HOURS OF ALL RAIN EVENTS GREATER THAN 1.0" IN 24 HOURS. CORRECTIVE ACTION REQUIRED SHALL BE INITIATED WITHIN 24 HOURS. 9. SILT FENCE, BIO-ROLLS AND INLET PROTECTION DEVICES MUST BE REPAIRED, REPLACED OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/3 THE HEIGHT OF THE DEVICE. THESE REPAIRS MUST BE MADE WITHIN 24 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW. 10.AFTER FINAL GRADING HAS BEEN COMPLETED, EXPOSED SOILS MUST BE PERMANENTLY STABILIZED AS SOON AS POSSIBLE. PERMANENT STABILIZATION SHALL CONSIST OF 4 INCHES TOPSOIL, AND SEED, MULCH AND FERTILIZER APPLIED BY METHODS AND RATES RECOMMENDED IN MN/DOT SPECIFICATION 2575 AND MN/DOT SEEDING MANUAL, OR SOD. THE SEED MIX SHALL BE MN/DOT 25-151. 11.NO CONCRETE WASHOUT ALLOWED ON SITE, TRUCK BASED SELF CONTAINMENT WASHOUT DEVICES REQUIRED. 12.OIL STAINS ON CITY STREETS SHALL BE CLEANED UP WITH FLOOR DRY, AND DISPOSED OF AS A HAZARDOUS WASTE MATERIAL. 13.ALL HAZARDOUS WASTE SHALL BE STORED CLEANED UP AND DISPOSED OF PER EPA STANDARDS. 14.ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED UNTIL ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. 15.ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE REMOVED FROM THE SITE AFTER PERMANENT STABILIZATION HAS BEEN ESTABLISHED. 16.ALL EXPOSED SOILS SHALL BE STABILIZED AS SOON AS POSSIBLE, BUT IN NO CASE LATER THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY HAS TEMPORARILY OR PERMANANTLY CEASED OR WITHIN 7 DAYS IF THE PROJECT IS WITHIN 1 MILE OF A SPECIAL OR IMPAIRED WATER. 17.STOCKPILE REMAINING FOR MORE THAN 7 DAYS SHALL BE STABILIZED BY MULCHING, VEGETATIVE COVER, TARPS, OR OTHER MEANS. 18.SOILS TRACKED FROM THE SITE SHALL BE REMOVED FROM ALL PAVED SURFACES WITHIN 24 HOURS OF DISCOVERY. 19.TEMPORARY PUMPED DISCHARGE POLLUTION PREVENTION TECHNIQUES: "DANDY DEWATERING BAG" BROCK WHITE CO. USA. 20.CONTACT PERSON FOR SITE CLEANLINESS AND MAINTENANCE OF THE EROSION AND SEDIMENT CONTROLS: MAHMOUD ABUMAYYALEH (651) 501-4000 21.BASSETT CREEK WATERSHED DISTRICT: (952) 835-2078.STOCKPILEMINERAL SOD 6" SALVAGED TOPSOIL 12" SCARIFIED SOIL 4' WIDE OUTLET AT SEE TABLE TOP OF MINERAL SOD = BOTTOM ELEVATION = SEE TABLE SEE TABLE 1V:3H BELOW NWL (TYP.) BERM MIN. ELEV. = SEE TABLE RAIN GARDEN DETAIL NOT TO SCALE 100-Year=SEE TABLE RAIN GARDEN DIMENSIONS BOTTOM ELEVATION BERM ELEVATION OUTLET ELEVATION 100-YEAR FLOOD ELEVATION BOTTOM AREA (SF) TOP AREA (SF) RAIN GARDEN (6P)889.0 891.0 890.5 890.5 30 100 RAIN GARDEN (5P)889.0 891.0 890.5 890.5 30 100 RAIN GARDEN (4P)889.0 891.0 890.6 890.7 100 320 RAIN GARDEN (3P)889.0 891.0 890.6 890.7 100 320 RAIN GARDEN 6PRAIN GARDEN 5P RAIN GARDEN 3P RAIN GARDEN 4P 7 C1 DIRECT DOWNSPOUT TO RAIN GARDEN (6P) DIRECT DOWNSPOUT TO RAIN GARDEN (4P) DIRECT DOWNSPOUT TO RAIN GARDEN (5P) DIRECT DOWNSPOUT TO RAIN GARDEN (3P)STOCKPILE07.20.21 CITY COMMENTS 07.28.21 CITY COMMENTS 7.2 894.3 Hydrant tnh=885.82 888.2 876.2 876.9 872.3 inv=870.51 876.9 inv=870.56 876.1 870.8 870.7 870.8 870.8 S Sanitary Manhole rim=882.90 S Sanitary Manhole rim=882.90 Sign 883.0 tcc 883.29 tcc 884.69 Serv tcc 886.21 tnh 891.76 S Sanitary Manhole rim=887.40 SSanitary Manhole rim=886.81 " inv=870.07 " inv=869.96 872.5872.5 873.0 inv=868.24 inv=867.70 BASSETT C R E E K 36TH AVE. N.HAMPSHIRE AVE. N.8" VCP Sanitary Sewer 10" V C P S a n i t a r y S e w e r 6" Watermain A L L E Y Box Culverts 91.00162.4389.81 90.44EAST LINE OF HAMPSHIRE AVE. N. AS PLATTED ESTABLISHED FROM SECTION BREAKDOWN PER PLAT OF FRANZ ADD. PER PLAT OF FRANZ ADD. RESIDENCE No. 6603RESIDENCE No. 3540 RESIDENCE No. 3550 33 331633 33 33 333333Adjoining Owner: James & Laurenda Frakes Adjoining Owner: Allen Franz Adjoining Owner: David & Kathy Bissen NORTH LINE OF THE NE 1/4 OF SEC. 20, TWP. 118, R. 21 WEST LINE OF THE NE 1/4 OF THE NE 1/4 OF SEC. 20, TWP. 118, R. 21GEORGIA AVE. N.Box Culverts 49.6849.68 49.67 49.67 S 00°05'50" E 237.531 2 D e c k D e c k S Walnut Willow River Birch River Birch River Birch Walnut 1 2 3 4 6 5 1 D S D LEGEND EXISTING SANITARY SEWER PROPOSED SANITARY SERVICE EXISTING CATCH BASIN EXISTING STORM MANHOLE EXISTING SANITARY MANHOLE EXISTING HYDRANT PROPOSED STORM MANHOLE EXISTING WATERMAIN PROPOSED CURB STOP PROPOSED GATE VALVE PROPOSED HYDRANT PROPOSED CATCH BASIN EXISTING GATE VALVE PROPOSED WATERMAIN S PROPOSED SANITARY MANHOLE SCALE IN FEET 200 40 F:\survey\gardendale acres - hennepin\5-2\01 Surveying - 89595\01 CAD\01 Source\01 Survey Base.dwgC2 OF C2 DATE:LIC. NO.: SHEET NO. PROJECT: 89595AREVISIONSDESIGNED BY: DRAWN BY: CHECKED BY: UTILITY PLAN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. JEFFREY A. PRASCH, P.E. 07.13.21 52706 ABL JAP GRP 7601 73RD AVENUE N, BROOKLYN PARK, MN 55428 PHONE: 763.560.3093 FAX: 763.560.3522 www.DemarcInc.com UTILITY NOTES: 1. WATER SERVICE SHALL MAINTAIN A MINIMUM OF 7.5' OF COVER. 2. CONNECTION TO SERVICES OR MAINS SHALL BE PER CITY STANDARDS AND SHALL BE COORDINATED WITH THE CITY. 3. PATCH ROAD AND ALLEY AS NECESSARY. MATCH EXISTING ROAD AND ALLEY SECTIONS. 4. ALL PROPOSED WORK IN THE PUBLIC RIGHT-OF-WAY SHALL COMPLY WITH THE CURRENT EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION AND CEAM STANDARD SPECIFICATIONS. 5. DISCONNECT AND SHUT WATER SERVICE CORP STOP AT THE MAIN IN 36TH AVENUE. PROPOSED RESIDENCE PROPOSED RESIDENCE 6" WET TAP EXISTING WATERMAIN 328 LF 6" DIP CL 52 (DIRECTIONALLY BORED) 1" COPPER (TYPE K) WATER SERVICE 4" PVC SCH 40 SANITARY SERVICES (2) F&I SANITARY MANHOLE OVER EXISTING SANITARY SEWER. INV = 871.0 (FIELD VERIFY) REMOVE 18 LF OF EXISTING SANITARY SEWER JUFH ENTERPRISES LLC 8625 NEVADA AVENUE N BROOKLYN PARK, MN 55445 6" GATE VALVE 6" GATE VALVE LOT 5, BLOCK 2 GARDENDALE ACRES 6613 36TH AVENUE N CRYSTAL, MINNESOTA 07.20.21 CITY COMMENTS LINE 93 LF EXISTING SANITARY SEWER PIPE FROM PROPOSED MANHOLE TO THE MAIN PROPOSED HYDRANT WITH 6" GATE VALVE 6 LF 6" DIP CL 52 PROPOSED 6"X6" "TEE" 07.28.21 CITY COMMENTS REFERENCE NOTES: A THE CITY WILL PROVIDE THE HYDRANT AND GATE VALVE AT NO COST. A 6" WET TAP EXISTING WATERMAIN WET TAP DETAIL WATER SERVICE DETAIL SAINTARY SERVICE DETAIL SAINTARY MANHOLE DETAIL HYDRANT DETAIL 07.30.21 CLIENT COMMENTS 7.2 PG-1 FLOOR PLANS Hung Ly SHEET NO. DRAWN BY: 07/03/2021 PROJECT NO.: DATE: SHEET TITLE REVISIONS 6609 36th Ave. NorthCrystal, MN 55427ArchitectsHLNew Single Family HouseREG. 50476 Date: 07/03/2021-/-/-51 11th Ave. SouthWaite Park, MN 56387320-237-7411: hlarchitects2000@gmail.com7.2 PG-2 EXTERIOR ELEVATIONS Hung Ly SHEET NO. DRAWN BY: 07/03/2021 PROJECT NO.: DATE: SHEET TITLE REVISIONS 6609 36th Ave. NorthCrystal, MN 55427ArchitectsHLNew Single Family HouseREG. 50476 Date: 07/03/2021-/-/-51 11th Ave. SouthWaite Park, MN 56387320-237-7411: hlarchitects2000@gmail.com7.2 PG-1 FLOOR PLANS Hung Ly SHEET NO. DRAWN BY: 07/03/2021 PROJECT NO.: DATE: SHEET TITLE REVISIONS 6611 36th Ave. NorthCrystal, MN 55427ArchitectsHLNew Single Family HouseREG. 50476 Date: 07/03/2021-/-/-51 11th Ave. SouthWaite Park, MN 56387320-237-7411: hlarchitects2000@gmail.com7.2 PG-2 EXTERIOR ELEVATIONS Hung Ly SHEET NO. DRAWN BY: 07/03/2021 PROJECT NO.: DATE: SHEET TITLE REVISIONS 6611 36th Ave. NorthCrystal, MN 55427ArchitectsHLNew Single Family HouseREG. 50476 Date: 07/03/2021-/-/-51 11th Ave. SouthWaite Park, MN 56387320-237-7411: hlarchitects2000@gmail.com7.2 N 00°06'01" W 237.60 S 00°05'40" E 238.15 S 89°45'18" E 99.34Meas.100.0 PlatMeas.100.0 PlatMeas.238.09 PlatS 89°40'04" E 99.3689.8190.44PER PLAT OF FRANZ ADD.PER PLAT OF FRANZ ADD.NORTH LINE OF THE NE 1/4 OF SEC. 20, TWP. 118, R. 21WEST LINE OF THE NE 1/4 OF THE NE 1/4 OF SEC. 20, TWP. 118, R. 21 49.6849.6849.6749.67S 00°05'50" E 237.533333 33 33 33 33BASSETT CREEK16 16 S 00°03'26" W S 89°45'18" E 1305.26S 89°45'18" E 1305.26PER PLAT OF FRANZ ADD.12Drainage & Utility Easement55510 10 555Drainage & Utility EasementP i n c h e d E n d 127.51 80.0 8.0 17.517.5Sewer Easement perDoc. No. 2990177Top Nut ofHydrantPowerPolePowerPole73.2044.2069.25 (CORNER FALLS ON MANHOLE)NORTH 1/4 CORNER OF SEC.20, TWP. 118, R. 21(CORNER FALLS ON MANHOLE)NORTHEAST CORNER OFSEC. 20, TWP. 118, R. 2166 . 7 966.2166.17Top Nut ofHydrantPK in ConcreteBase ofSemaphorePK in ConcreteBase ofSemaphoreF:\survey\gardendale acres - hennepin\5-2\01 Surveying - 89595\01 CAD\01 Source\04 Final Plat.dwg7601 73rd Avenue NorthMinneapolis, Minnesota 55428(763) 560-3093DemarcInc.comCRYSTAL FLATSR. T. DOC. No._________________________________CITY COUNCIL, CITY OF CRYSTAL, MINNESOTAThis plat of CRYSTAL FLATS was approved and accepted by the City Council of the City of Crystal, Minnesota, at a regular meeting thereof held this______ day of _________________________, 20_____, and said plat is incompliance with the provisions of Minnesota Statutes, Section 505.03, Subdivision 2. City Council, City of Crystal, Minnesota By _____________________________________________ By _____________________________________________ Mayor ClerkRESIDENT AND REAL ESTATE SERVICES, Hennepin County, MinnesotaI hereby certify that taxes payable in 20_________ and prior years have been paid for land described on this plat, dated this _____ day of ______________________, 20______. Mark V. Chapin, County Auditor By _________________________________________ DeputySURVEY DIVISION, Hennepin County, MinnesotaPursuant to Minnesota Statutes, Sec. 383B.565 (1969) this plat has been approved this ______ day of _____________________, 20______. Chris F. Mavis, County Surveyor By __________________________________________REGISTRAR OF TITLES, Hennepin County, MinnesotaI hereby certify that the within plat of CRYSTAL FLATS was recorded in this office this _________ day of___________________, 20______, at_______o'clock_____M. Martin McCormick, County Recorder By__________________________________________DeputyI Gregory R. Prasch do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that allmathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands as defined in Minnesota Statutes, Section 505.01,Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat.Dated this ____________day of ____________________, 20 ______. ___________________________________________ Gregory R. Prasch, Land Surveyor Minnesota License No. 24992STATE OF MINNESOTACOUNTY OF HENNEPINThis instrument was acknowledged before me on this ___ day of _______________________, 20____, by Gregory R. Prasch. . Signature of Notary __________________________________ (Nortary's Printed Name)_______________________________ Notary Public _____________________, County, Minnesota. My commission expires _________________KNOW ALL PERSONS BY THESE PRESENTS: That JUFH Enterprises LLC, a Minnesota limited liability company, owner, of the following described property situate in the County of Hennepin, State of Minnesota, to wit: Lot 5, Block 2, GARDENDALE ACRES.Have caused the same to be surveyed and platted as CRYSTAL FLATS and do hereby dedicate to the public for public use the easements for utility and drainage purposes as created by this plat.In witness whereof said JUFH Enterprises LLC, a Minnesota limited liability , has hereunto set their hands this _______ day of ____________________, 20____. JUFH Enterprises LLC _____________________________________________ its _____________________________________ Mahmoud H. Abumayyaleh titleSTATE OF MINNESOTACOUNTY OF ________________This instrument was acknowledged before me this ______ day of __________________, 20____, by , Mahmoud H. Abumayyaleh its_______ _______________________________ of JUFH Enterprises LLC. Signature of Notary __________________________________ (Nortary's Printed Name)_______________________________ Notary Public _____________________, County, Minnesota. My commission expires _________________FOR THE PURPOSES OF THIS PLAT THE NORTH LINE OFTHE NORTHEAST QUARTER OF SEC. 20, TWP. 118, RANGE21 IS ASSUMED TO BEAR SOUTH 89°45'18" EAST.DENOTES 1/2 INCH BY 14 INCH IRON PIPE MONUMENT SETAND MARKED BY LICENSE NUMBER 24992.DENOTES FOUND 1/2 INCH OPEN END IRON PIPE MONUMENTUNLESS OTHERWISE NOTED.CITY REVIEW7.2 1 CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2021-________ RESOLUTION APPROVING CRYSTAL FLATS PRELIMINARY AND FINAL PLAT WHEREAS, Mahmoud Abumayyaleh (“Applicant”) submitted an application for preliminary and final approval of a plat, which is attached hereto as Exhibit A, for the property which is legally described in Exhibit B (“Property”); and WHEREAS, the proposed name of the plat is Crystal Flats and it creates parcels for two new single-family homes; and WHEREAS, the Planning Commission held a public hearing regarding the proposed plat on August 9, 2021. Neighboring owners expressed concern regarding the potential of having two new homes on the Property. One of the objections raised during the hearing was that the lots would be on an alley. Subsection 525.05, Subd. 10(h) speaks to the establishment of new alleys in the City and indicates no home may be oriented to face the alley. The Planning Commission agreed with the concern and voted to forward the application to the City Council with a recommendation that the proposed plat be denied; and WHEREAS, the City Planner’s report (“Staff Report”) dated September 2, 2021 regarding this matter, which is attached hereto as Exhibit C, recommends approval of the request and provides documentation that the Planning Commission’s finding for denial is not applicable to this subdivision request, is incorporated herein and made part of this preliminary and final plat approval, except that the conditions set out below are controlling; and WHEREAS, the City Council has considered this matter and finds and determines as follows: (a)The Property is residential and had a single-family home that was removed. (b)The alley on which the Property is situated has served as access to single family homes for decades. (c)The proposed subdivision is consistent with the increased density allowed under the revised Uniform Development Code (“UDC”); (d)The City Council adopts the responses to the neighbor concerns set out in the Staff Report. As to concerns over density, the City Council notes the UDC currently allows a duplex to be built on the Property as a matter of right. (e)A plain reading of Subsection 525.05, Subd. 10(h) makes it clear it relates only to the establishment of new alleys in the City. Therefore, the restriction on the orientation Attachment E 7.2 2 of new homes it contains relates only to proposed new alleys, not development on an existing alley. Restricting development of this Property on an existing alley would not be consistent with the UDC. (f) The approval criteria for new plats are set out in Subsection 510.25 of the UDC. (g) The proposed plat satisfies the criteria associated with preliminary plat approval. (1) As indicated in the Staff Report, the proposed subdivision satisfies the requirements of the UDC. (2) Residential development on the Property is consistent with the historic use of the Property and the planned use for this area under the comprehensive plan. (3) The Property, and the surrounding properties, are used for single-family homes. There is nothing unique about this Property to suggest its physical characteristics makes it unsuitable for use for single-family homes. The Property has been used for that purpose of decades. The Applicant, or whomever builds on the lots, is responsible for identifying and responding to conditions on the lots. Review of specific conditions that need to be considered for construction comes as part of the building permit process. (h) The proposed plat satisfies the criteria associated with final plat approval. (1) The Applicant has submitted plans related to the utility connections for the new lots. No new streets, stormwater ponds, or other public infrastructure is being constructed as part of the plat. (2) A development agreement is needed for this plat as the Applicant is installing water main connections. Development of the lots will need to occur in accordance with the UDC and the site development process established by the City. (3) The Applicant has sought preliminary and final approval at the same time and so there are no inconsistencies or changes from the preliminary approval to the requested final approval. (4) The final plat complies with the UDC and the requirements of Minnesota Statutes, chapter 505. The Applicant is required to comply with all applicable requirements to ensure the plat is in a form acceptable for recording by Hennepin County. (i) The City Council finds that the plat is in conformance with the requirements of the City’s Unified Development Code, which is contained in Chapter V of the Crystal City Code. 7.2 3 NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Crystal, based on the record of this matter and the findings and determinations contained herein and in the Staff Report, hereby grants preliminary and final approval for the plat of Crystal Flats, subject to compliance with all of the following conditions of approval: 1. Release of final plat. Prior to the release by the City of the final plat document for recording at Hennepin County, the Applicant shall: a. Pay the City a $1,000 park dedication fee; and b. Execute a development agreement with the City that is in a form acceptable to the City. 2. Certificate of occupancy. Before the certificate of occupancy is released by the City, the following must occur: a. A shared responsibility covenant must be recorded for both properties requiring them to cooperate and be jointly responsible for any issues and costs related to maintaining the shared sanitary sewer pipe to the City’s main in 36th Avenue. The covenant must be in a form acceptable to the City; and b. Each property owner shall install and maintain a directional sign along 36th Avenue with the house number and a message stating that property access for the home is located off of the alley accessed from Hampshire Avenue North (the exact language to be reviewed and approved by City staff). 3. Overhead utilities. If the overhead utility lines on the property are relocated or extended, the lines shall be buried underground. New private utilities, such as Xcel Energy, Center Point Energy, or Comcast shall be buried underground. Under no circumstances shall additional overhead utilities be installed, whether main lines, feeder lines or service lines to the new houses. 4. Compliance. Development of the plat is subject to the applicable requirements of the Crystal City Code. The Applicant is required to comply with all applicable federal, state, and local laws, rules, regulations, and ordinances in developing the plat and is required to obtain such other permits and permissions as may be required. 5. No Waiver. Failure by the City to take action with respect to any violation of any condition, covenant, or term of this plat approval shall not be deemed to be a waiver of such condition, covenant, or term or any subsequent violation of the same or any other condition, covenant, or term. 6. Binding Effect. The conditions placed on this approval are binding on the Applicant, its successors and assigns, shall run with the Property, and shall not in any way be 7.2 4 affected by the subsequent sale, lease, or other change from current ownership. The obligations of the Applicant under this approval shall also be the obligations of the current and any subsequent owners of the Property. 7. Acceptance of Conditions. Utilization of the Property for any of the uses allowed by this approval shall automatically be deemed acceptance of, and agreement to, the terms and conditions without qualification, reservation, or exception. Adopted by the Crystal City Council this 9th day of September 2021. ____________________________ Jim Adams, Mayor ATTEST: ______________________________ Chrissy Serres, City Clerk 7.2 5 EXHIBIT A Final Plat (attached hereto) 7.2 6 EXHIBIT B Legal Description of the Property Lot 5, Block 2, Gardendale Acres, Hennepin County, Minnesota. 7.2 7 EXHIBIT C Planner’s Report (attached hereto) 7.2 1 CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2021-________ RESOLUTION DENYING CRYSTAL FLATS PRELIMINARY AND FINAL PLAT WHEREAS, Mahmoud Abumayyaleh (“Applicant”) submitted an application for preliminary and final approval of a plat, which is attached hereto as Exhibit A, for the property which is legally described in Exhibit B (“Property”); and WHEREAS, the proposed name of the plat is Crystal Flats and it proposes to subdivide the Property into two parcels to allow the construction of two new single-family homes; and WHEREAS, the Applicant also petitioned the City to vacate a perpetual flood control and drainage easement over the Property that would be replaced with a new drainage easement dedicated as part of the plat; and WHEREAS, the Planning Commission held a public hearing regarding the proposed plat on August 9, 2021. Neighboring owners expressed concern regarding the potential of having two new homes on the Property. One of the objections raised during the hearing was that the lots would be on an alley. Subsection 525.05, Subd. 10(h) of the Uniform Development Code (“UDC”) speaks to the establishment of new alleys in the City and indicates no home may be oriented to face the alley. The Planning Commission agreed with the concern and voted to forward the application to the City Council with a recommendation that the proposed plat be denied; and WHEREAS, on August 17, 2021, the City Council held a public hearing on the requested vacation of the flood control and drainage easement on the Property; and WHEREAS, the City Council has considered this matter and finds and determines as follows: (a)The Property is residential and had a single-family home that was removed. (b)The Property is served by a public alley with a platted width of 16 feet. If the proposed plat is approved, the alley would serve six single-family homes. (c)Bassett Creek crosses the northern portion of the Property. (d)While a plain reading of Subsection 525.05, Subd. 10(h) of the UDC indicates it only applies to proposed new alleys, it does reflect a legitimate public policy concern regarding development of lots that rely on an alley for their access. A single-family or two-family home can be built on the Property with a building permit, but the further Attachment F 7.2 2 division of the Property raises legitimate concerns regarding reasonable density and congestion on this narrow alley. (e) The City is not aware of any other lots in the City that have their only access to an alley. Allowing another lot to be established that would also rely entirely on the alley for access compounds the issue and raises the same public policy concerns that led the City to deny the creation of new alleys with homes facing them. (f) The approval criteria for new plats are set out in Subsection 510.25 of the UDC. (g) The proposed plat does not satisfy the criteria associated with preliminary plat approval. While the proposed plat satisfies the first two criteria, the physical characteristics of the site do not make it suitable for the development of two single- family homes. The City Council did allow for increased density under the UDC, but that is a general allowance and does not mean all properties are suitable for increased density. Consideration of the physical characteristics of a site is an important criterion in deciding whether it is appropriate to divide a property. (h) The northern portion of the Property is designated by FEMA as being a regulatory floodway and is designated a special flood hazard area. Allowing two single-family homes on the Property is not prudent given that it is crossed by Bassett Creek and is recognized as an area of concern on FEMA flood maps. The City Council is expressly required to consider the potential for flooding in an area before approving a preliminary plat. Allowing increased density in an area that may flood is contrary to public policy and the intent of the UDC. In this case, the potential for flooding on the property is too significant to allow the compounding of the concern through the further division of the Property. (i) The City Council finds the proposed plat does not satisfy all of the criteria for preliminary approval and so it must deny the plat. Denial of the subdivision does not restrict the Applicant’s ability to construct a residential structure on the Property in accordance with the requirements of the UDC. (j) Denial of the subdivision means there is no plat through which to dedicate a replacement drainage easement, thus it is not necessary or appropriate to vacate the flood control and drainage easement on the Property. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Crystal, based on the record of this matter and the findings and determinations contained herein, as follows: 1. The preliminary plat of Crystal Flats is hereby denied. 2. Denial of the preliminary plat necessitates denial of the proposed final plat. 7.2 3 3. The requested vacation of the flood control and drainage easement on the Property is hereby denied. Adopted by the Crystal City Council this 9th day of September 2021. ____________________________ Jim Adams, Mayor ATTEST: ______________________________ Chrissy Serres, City Clerk 7.2 4 EXHIBIT A Final Plat (attached hereto) 7.2 5 EXHIBIT B Legal Description of the Property Lot 5, Block 2, Gardendale Acres, Hennepin County, Minnesota. 7.2 FINAL DRAFT 10-28-21 D-1 CR225-474-755834.v4 EXHIBIT D Approved Plans The Plans approved for the Project, and which are incorporated herein by reference, include the following: 7.2 890.0 890.3 892.1 893.0 892.7 894.3 895.3 895.3895.2 896.7 896.7 897.7 898.9 901.1 899.9 896.8 897.8 891.6890.0 891.6 893.5 895.1 896.4 897.5 898.8 899.9 900.3 892.5 896.8 897.0 895.5 894.2 888.1 us 891.7 888.2 888.0 888.2 888.0 883.0883.2 881.3883.4886.2 886.3 888.2 882.9 876.2 876.9 872.3 inv=870.51 876.9 inv=870.56 876.1 870.8 870.7 870.8 870.8 875.1 873.1 S Sanitary Manhole rim=882.90 Sign 883.0 883.4 tcc 883.29 884.9 tcc 884.69 Serv 886.3 tcc 886.21 " inv=870.07 " inv=869.96 872.5872.5 873.0 898.4 inv=868.24 BASSETT C R E E K 36TH AVE. N.N 00°06'01" W 237.60S 00°05'40" E 238.15S 89°45'18" E 99.34 Meas.100.0 Plat Meas.238.09 Plat880 890 872 874 876 878 882 884 886 888 880 872 874 876 878 882 884 894900896 898Overhead WiresOverhead WiresOverhead Wires Overhead Wires 10" V C P S a n i t a r y S e w e r A L L E Y Box Culverts 91.00162.4310.0 12.955.122.789.81 90.44 PER PLAT OF FRANZ ADD. PER PLAT OF FRANZ ADD.W a l lW a l lC o n c r e t e C o n c r e t e RESIDENCE No. 6603RESIDENCE No. 3540 RESIDENCE No. 3550 C o n c r e t e W a l lSanitary Sewer as Marked in the Field5.3 1633Adjoining Owner: James & Laurenda Frakes Adjoining Owner: Allen Franz Adjoining Owner: David & Kathy Bissen Box Culverts 49.6849.68 49.67 49.67 S 00°05'50" E 237.531 2 5.5 34.1 2' Cant. Porch D e c k PROPOSED RESIDENCE 2' Cant. Porch D e c k PROPOSED RESIDENCE 9.5 9.5 30.130.0100 YEAR FLOOD CONTOUR9.2 9.5 9.5 9.2 S D r i v e w a yD r i v e w a yWalnut Willow River Birch River Birch River Birch Walnut 1 2 3 4 6 5 892.3 894.3 899.2897.2 4%5%S 89°40'04" E 99.36 Meas.100.0 Plat 1 SCALE IN FEET 200 40 F:\survey\gardendale acres - hennepin\5-2\01 Surveying - 89595\01 CAD\01 Source\01 Survey Base.dwgC1 OF C2 DATE:LIC. NO.: SHEET NO. PROJECT: 89595AREVISIONSDESIGNED BY: DRAWN BY: CHECKED BY: LOT 5, BLOCK 2 GARDENDALE ACRES 6613 36TH AVENUE N CRYSTAL, MINNESOTA EROSION AND SEDIMENT CONTROL PLAN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.JUFH ENTERPRISES LLC 8625 NEVADA AVENUE N BROOKLYN PARK, MN 55445JEFFREY A. PRASCH, P.E. 07.13.21 52706 JWL JAP GRP INLET PROTECTION NOT TO SCALE 2 C1 MINIMUM DOUBLE STITCHED SEAMS ALL AROUND SIDE PIECES AND ON FLAP POCKETS FRONT, BACK, AND BOTTOM TO BE MADE FROM SINGLE PIECE OF FABRIC OVERFLOW HOLES (2 IN X 4 IN HOLE SHALL BE HEAT CUT INTO ALL FOUR SIDE PANELS) USE REBAR OR STEEL ROD FOR REMOVAL (FOR INLETS WITH CAST CURB BOX REPLACE ROD WITH WOOD 2 IN X 4 IN). EXTEND 10 IN BEYOND GRATE WIDTH ON BOTH SIDES, LENGTH VARIES. SECURE TO GRATE WITH WIRE OR PLASTIC TIES. L W 1 2 W 12 IN 8 IN INLET SPECIFICATIONS AS PER THE PLAN DIMENSION LENGTH AND WIDTH TO MATCH FLAP POCKET 1 2 L 5 FT MINIMUM LENGTH POST AT 6 FT MAXIMUM SPACING PLASTIC ZIP TIES (50 LBS TENSILE) LOCATED IN TOP 8 IN GEOTEXTILE FABRIC, 36 IN WIDE TIRE COMPACTION ZONE MACHINE SLICE 8 IN - 12 IN DEPTH FLOW FLOW SILT FENCE (MACHINE SLICED) NOT TO SCALE 1 C1 2 FT MINIMUMPOST EMBEDMENTEXISTING GROUND SILT FENCE/SEDIMENTS CONTROL LOG NOTES: 1. SILT FENCE SHALL BE SUPPORTED BY STURDY METAL OR WOODEN POSTS AT INTERVALS OF 6 FEET OR LESS. 2. SEDIMENT CONROL LOGS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECCOMENDTIONS FOR EFFECTIVE CONSTRUCTION SITE EROSION CONTROL. 3. IF CONSTRUCTION INTERFERES WITH EROSION CONTROL MEASURES, THEY SHALL BE RESTORED TO THEIR INTENDED FUNCTION AT THE END OF EACH DAY. 7601 73rd Avenue North Minneapolis, Minnesota 55428 (763) 560-3093 DemarcInc.com TEMPORARY ROCK STABILIZING EXIT NOT TO SCALE 4 C1 PUBLIC ROAD SURFACE FLOW CRUSHED ROCK PER SPECIFICATION EXISTING GROUND6 IN MINIMUMGEOTEXTILE FABRIC TAPER EDGES AT 1:11 IN - 2 IN CRUSHED ROCK RADIUS AS REQUIRED 20' MINIMUM LENGTHEXIT WIDTH AS REQUIREDFLOW 45° STRAW SEDIMENT CONTROL LOG 1 IN X 2 IN X 24 IN LONG WOODEN STAKES. STAKES SHALL BE DRIVEN THROUGH THE BACK HALF OF THE SEDIMENT CONTROL LOG AT AN ANGLE OF 45 DEGREES WITH THE TOP OF THE STAKE POINTING UPSTREAM. BACKFILL AND COMPACT SOIL FROM TRENCH ON UPGRADIENT SIDE OF SEDIMENT CONTROL LOG PLACE SEDIMENT CONTROL LOG IN SHALLOW TRENCH (1 IN - 2 IN DEPTH) 8 IN - 10 IN EMBEDMENT DEPTH SPACE BETWEEN STAKES SHALL BE A MAXIMUM OF 1 FT FOR DITCH CHECKS OR 2 FT FOR OTHER APPLICATIONS. BIOROLLS NOT TO SCALE 3 C1 EXISTING GROUND PROPOSED SILT FENCE OR BIO-ROLLS ROCK STABILIZATION ENTRANCE SITE PLAN NOTES: 1. DISTURBED SOILS TO BE TO BE COVERED WITH SOD, OR GRASS-SEED MIXTURE AS PERMANANENT VEGETATIVE COVER. 2. THE PORTION OF BASSETT CREEK LOCATED ON THE PROPERTY IS HAS BEEN LISTED ON THE MPCA LIST OF IMPAIRED WATERS SINCE 2004. GRADING LIMITS EROSION CONTROL NOTES: 1. ALL EROSION AND SEDIMENT CONTROL BMP'S (I.E. SILT FENCE, BIO-ROLLS, ROCK CONSTRUCTION EXIT, INLET PROTECTION, ETC.) SHALL BE INSTALLED PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY. 2. INLET PROTECTION SHALL BE INSTALLED AT ANY INLET THAT MAY RECEIVE RUNOFF FROM THE DISTURBED AREAS OF THE PROJECT. INLET PROTECTION MAY BE REMOVED FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (FLOODING / FREEZING) HAS BEEN IDENTIFIED. THE PERMITTED MUST RECEIVE WRITTEN CORRESPONDENCE FROM THE CITY ENGINEER VERIFYING THE NEED FOR REMOVAL. 3. INSTALL SEDIMENT CONTROL BMP'S, SUCH AS SILT FENCE, AROUND ALL STOCKPILES. 4. RETAIN AND PROTECT AS MUCH NATURAL VEGETATION AS FEASIBLE. WHEN VEGETATION IS REMOVED DURING DEVELOPMENT, THE EXPOSED CONDITION OF LAND SHALL BE KEPT TO THE SHORTEST PRACTICAL PERIOD OF TIME, BUT NOT LONGER THAN 60 DAYS. ANY EXPOSED AREAS EXCEEDING THIS TIME-FRAME SHALL BE TEMPORARILY STABILIZED (STRAW MULCH, WOODCHIPS, ROCK). AREAS BEING USED FOR MATERIAL STORAGE AND AREAS UNDER CONSTRUCTION ARE EXEMPT FROM TEMPORARY STABILIZATION. 5. ANY STEEP SLOPES (3H : 1V OR STEEPER) EXPOSED DURING CONSTRUCTION SHALL BE PROTECTED WITH TEMPORARY VEGETATION, MULCHING OR BY OTHER MEANS ACCEPTABLE TO THE BUILDING OFFICIAL WITHIN 14 DAYS OF CEASING LAND DISTURBING ACTIVITIES ON THE STEEP SLOPES. STOCKPILES MAY BE PROTECTED BY AN ANCHORED TARP OR PLASTIC SHEET. 6. PROVIDE DUST CONTROL AS NECESSARY. DUST CONTROL CAN INCLUDE WATER. 7. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO PUBLIC PAVEMENT AREAS ON A DAILY BASIS OR AS NEEDED. 8. ALL EROSION AND SEDIMENT CONTROL BMP'S SHALL BE INSPECTED EVERY 7 DAYS, OR WITHIN 24 HOURS OF ALL RAIN EVENTS GREATER THAN 1.0" IN 24 HOURS. CORRECTIVE ACTION REQUIRED SHALL BE INITIATED WITHIN 24 HOURS. 9. SILT FENCE, BIO-ROLLS AND INLET PROTECTION DEVICES MUST BE REPAIRED, REPLACED OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/3 THE HEIGHT OF THE DEVICE. THESE REPAIRS MUST BE MADE WITHIN 24 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW. 10.AFTER FINAL GRADING HAS BEEN COMPLETED, EXPOSED SOILS MUST BE PERMANENTLY STABILIZED AS SOON AS POSSIBLE. PERMANENT STABILIZATION SHALL CONSIST OF 4 INCHES TOPSOIL, AND SEED, MULCH AND FERTILIZER APPLIED BY METHODS AND RATES RECOMMENDED IN MN/DOT SPECIFICATION 2575 AND MN/DOT SEEDING MANUAL, OR SOD. THE SEED MIX SHALL BE MN/DOT 25-151. 11.NO CONCRETE WASHOUT ALLOWED ON SITE, TRUCK BASED SELF CONTAINMENT WASHOUT DEVICES REQUIRED. 12.OIL STAINS ON CITY STREETS SHALL BE CLEANED UP WITH FLOOR DRY, AND DISPOSED OF AS A HAZARDOUS WASTE MATERIAL. 13.ALL HAZARDOUS WASTE SHALL BE STORED CLEANED UP AND DISPOSED OF PER EPA STANDARDS. 14.ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED UNTIL ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. 15.ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE REMOVED FROM THE SITE AFTER PERMANENT STABILIZATION HAS BEEN ESTABLISHED. 16.ALL EXPOSED SOILS SHALL BE STABILIZED AS SOON AS POSSIBLE, BUT IN NO CASE LATER THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY HAS TEMPORARILY OR PERMANANTLY CEASED OR WITHIN 7 DAYS IF THE PROJECT IS WITHIN 1 MILE OF A SPECIAL OR IMPAIRED WATER. 17.STOCKPILE REMAINING FOR MORE THAN 7 DAYS SHALL BE STABILIZED BY MULCHING, VEGETATIVE COVER, TARPS, OR OTHER MEANS. 18.SOILS TRACKED FROM THE SITE SHALL BE REMOVED FROM ALL PAVED SURFACES WITHIN 24 HOURS OF DISCOVERY. 19.TEMPORARY PUMPED DISCHARGE POLLUTION PREVENTION TECHNIQUES: "DANDY DEWATERING BAG" BROCK WHITE CO. USA. 20.CONTACT PERSON FOR SITE CLEANLINESS AND MAINTENANCE OF THE EROSION AND SEDIMENT CONTROLS: MAHMOUD ABUMAYYALEH (651) 501-4000 21.BASSETT CREEK WATERSHED DISTRICT: (952) 835-2078.STOCKPILEMINERAL SOD 6" SALVAGED TOPSOIL 12" SCARIFIED SOIL 4' WIDE OUTLET AT SEE TABLE TOP OF MINERAL SOD = BOTTOM ELEVATION = SEE TABLE SEE TABLE 1V:3H BELOW NWL (TYP.) BERM MIN. ELEV. = SEE TABLE RAIN GARDEN DETAIL NOT TO SCALE 100-Year=SEE TABLE RAIN GARDEN DIMENSIONS BOTTOM ELEVATION BERM ELEVATION OUTLET ELEVATION 100-YEAR FLOOD ELEVATION BOTTOM AREA (SF) TOP AREA (SF) RAIN GARDEN (6P)889.0 891.0 890.5 890.5 30 100 RAIN GARDEN (5P)889.0 891.0 890.5 890.5 30 100 RAIN GARDEN (4P)889.0 891.0 890.6 890.7 100 320 RAIN GARDEN (3P)889.0 891.0 890.6 890.7 100 320 RAIN GARDEN 6PRAIN GARDEN 5P RAIN GARDEN 3P RAIN GARDEN 4P 7 C1 DIRECT DOWNSPOUT TO RAIN GARDEN (6P) DIRECT DOWNSPOUT TO RAIN GARDEN (4P) DIRECT DOWNSPOUT TO RAIN GARDEN (5P) DIRECT DOWNSPOUT TO RAIN GARDEN (3P)STOCKPILE07.20.21 CITY COMMENTS 07.28.21 CITY COMMENTS 7.2 894.3 Hydrant tnh=885.82 888.2 876.2 876.9 872.3 inv=870.51 876.9 inv=870.56 876.1 870.8 870.7 870.8 870.8 S Sanitary Manhole rim=882.90 S Sanitary Manhole rim=882.90 Sign 883.0 tcc 883.29 tcc 884.69 Serv tcc 886.21 tnh 891.76 S Sanitary Manhole rim=887.40 SSanitary Manhole rim=886.81 " inv=870.07 " inv=869.96 872.5872.5 873.0 inv=868.24 inv=867.70 BASSETT C R E E K 36TH AVE. N.HAMPSHIRE AVE. N.8" VCP Sanitary Sewer 10" V C P S a n i t a r y S e w e r 6" Watermain A L L E Y Box Culverts 91.00162.4389.81 90.44EAST LINE OF HAMPSHIRE AVE. N. AS PLATTED ESTABLISHED FROM SECTION BREAKDOWN PER PLAT OF FRANZ ADD. PER PLAT OF FRANZ ADD. RESIDENCE No. 6603RESIDENCE No. 3540 RESIDENCE No. 3550 33 331633 33 33 333333Adjoining Owner: James & Laurenda Frakes Adjoining Owner: Allen Franz Adjoining Owner: David & Kathy Bissen NORTH LINE OF THE NE 1/4 OF SEC. 20, TWP. 118, R. 21 WEST LINE OF THE NE 1/4 OF THE NE 1/4 OF SEC. 20, TWP. 118, R. 21GEORGIA AVE. N.Box Culverts 49.6849.68 49.67 49.67 S 00°05'50" E 237.531 2 D e c k D e c k S Walnut Willow River Birch River Birch River Birch Walnut 1 2 3 4 6 5 1 D S D LEGEND EXISTING SANITARY SEWER PROPOSED SANITARY SERVICE EXISTING CATCH BASIN EXISTING STORM MANHOLE EXISTING SANITARY MANHOLE EXISTING HYDRANT PROPOSED STORM MANHOLE EXISTING WATERMAIN PROPOSED CURB STOP PROPOSED GATE VALVE PROPOSED HYDRANT PROPOSED CATCH BASIN EXISTING GATE VALVE PROPOSED WATERMAIN S PROPOSED SANITARY MANHOLE SCALE IN FEET 200 40 F:\survey\gardendale acres - hennepin\5-2\01 Surveying - 89595\01 CAD\01 Source\01 Survey Base.dwgC2 OF C2 DATE:LIC. NO.: SHEET NO. PROJECT: 89595AREVISIONSDESIGNED BY: DRAWN BY: CHECKED BY: UTILITY PLAN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. JEFFREY A. PRASCH, P.E. 07.13.21 52706 ABL JAP GRP 7601 73RD AVENUE N, BROOKLYN PARK, MN 55428 PHONE: 763.560.3093 FAX: 763.560.3522 www.DemarcInc.com UTILITY NOTES: 1. WATER SERVICE SHALL MAINTAIN A MINIMUM OF 7.5' OF COVER. 2. CONNECTION TO SERVICES OR MAINS SHALL BE PER CITY STANDARDS AND SHALL BE COORDINATED WITH THE CITY. 3. PATCH ROAD AND ALLEY AS NECESSARY. MATCH EXISTING ROAD AND ALLEY SECTIONS. 4. ALL PROPOSED WORK IN THE PUBLIC RIGHT-OF-WAY SHALL COMPLY WITH THE CURRENT EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION AND CEAM STANDARD SPECIFICATIONS. 5. DISCONNECT AND SHUT WATER SERVICE CORP STOP AT THE MAIN IN 36TH AVENUE. PROPOSED RESIDENCE PROPOSED RESIDENCE 6" WET TAP EXISTING WATERMAIN 328 LF 6" DIP CL 52 (DIRECTIONALLY BORED) 1" COPPER (TYPE K) WATER SERVICE 4" PVC SCH 40 SANITARY SERVICES (2) F&I SANITARY MANHOLE OVER EXISTING SANITARY SEWER. INV = 871.0 (FIELD VERIFY) REMOVE 18 LF OF EXISTING SANITARY SEWER JUFH ENTERPRISES LLC 8625 NEVADA AVENUE N BROOKLYN PARK, MN 55445 6" GATE VALVE 6" GATE VALVE LOT 5, BLOCK 2 GARDENDALE ACRES 6613 36TH AVENUE N CRYSTAL, MINNESOTA 07.20.21 CITY COMMENTS LINE 93 LF EXISTING SANITARY SEWER PIPE FROM PROPOSED MANHOLE TO THE MAIN PROPOSED HYDRANT WITH 6" GATE VALVE 6 LF 6" DIP CL 52 PROPOSED 6"X6" "TEE" 07.28.21 CITY COMMENTS REFERENCE NOTES: A THE CITY WILL PROVIDE THE HYDRANT AND GATE VALVE AT NO COST. A 6" WET TAP EXISTING WATERMAIN WET TAP DETAIL WATER SERVICE DETAIL SAINTARY SERVICE DETAIL SAINTARY MANHOLE DETAIL HYDRANT DETAIL 07.30.21 CLIENT COMMENTS 7.2 Memorandum DATE: November 2, 2021 TO: City Council FROM: Mark Ray, PE, Director of Public Works SUBJECT: Approve Plans and Specifications, Order Ad for Bids Central Core Storm Water Project Background This project has been discussed by the City Council several times since it originally started in 2015. In the spring of 2021 the Council provided the direction to only proceed with the Gaulke Pond portion of the Central Core storm water project. Most recently this was discussed at the November 2, 2021 Council work session. Resident communication City staff sent informational letters to the 29 property owners in early 2021 asking for input regarding the full dredging and lowering of the normal water elevation in Gaulke pond. Two responses were received, both in support of the project. Project Schedule Assuming the Council approves the project and orders the ad for bid, bidding will occur in November, and the Council will consider award of the contract in December 2021. The contractor will have until the late spring of 2023 to complete the work. However, once the contractor starts the project, they must keep making progress on the project. Project Cost The estimated construction cost is nearly $1,600,000. Project Funding The stormwater long term plan has $2,000,000 allocated for the Gaulke Pond project. Attachments 1) Gaulke Pond project plans 2) Gaulke Pond project cost estimate Recommended Actions • Motion to approve resolution approving the plans and specifications for the Central Core Storm Water Project • Motion to approve resolution ordering advertisement for bids for the Central Core Storm Water Project 7.3 REVISION DESCRIPTIONDATEAPP.BYNO. CHK. TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Suite 200 4300 MARKETPOINTE DRIVE BARR ENGINEERING CO. Fax: (952) 832-2601 www.barr.com Ph: 1-800-632-2277 Project Office: PRINTED NAME MINNEAPOLIS, MN 55435 AS SHOWN 11/02/2021 ADB2 PEB PEB KLC CITY OF CRYSTAL CRYSTAL, MINNESOTA CENTRAL CORE STORMWATER PROJECT CRYSTAL, MINNESOTA TITLE SHEET AND SITE LOCATION MAP 23/27-1802.00 S088 G-01 0 11/02/2021 54931 ISSUED FOR BID PATRICK E. BROCKAMP CADD USER: PATRICK E. BROCKAMP FILE: M:\DESIGN\23271802.00\2327180200_G-01.DWG PLOT SCALE: 1:2 PLOT DATE: 10/15/2021 1:37 PMCLIENT AGENCY BID CONSTRUCTION RECORD 12/15/2009/15/21----- ------- ---11/02/21--- ------- ------- A B C 0 1 2 3 ENGINEER: BARR ENGINEERING CO. 4300 MARKETPOINTE DRIVE MINNEAPOLIS, MN 55435 PH: 952-842-3593 FAX: 952-832-2601 CONTACT: PATRICK BROCKAMP EMAIL: PBROCKAMP@BARR.COM OWNER: CITY OF CRYSTAL COORDINATE SYSTEM: HENNEPIN COUNTY HORIZONTAL DATUM: NAD83 (2011) VERTICAL DATUM: NAVD88 DATE OF SURVEY: AUGUST 2020 N N 42ND AVE COUNTY ROAD 102HAMPSHIRE AVE N38TH AVE NLOUISIANA AVE N39TH AVE N 40TH AVE N 41ST AVE N KENTUCKY AVE NADAIR AVE N40TH AVE N 41ST AVE N 38TH AVE N GOPHER STATE ONE CALL: CALL BEFORE YOU DIG. 1-800-252-1166 PROJECT SITE LOCATION . . . TITLE SHEET AND SITE LOCATION MAP . . . SITE PLAN - GAULKE POND NORTH G-01 C-01 C-03 C-05 C-04 G-04 . . . ACCESS ROAD AND CURB PROFILES . . . STORMWATER POLLUTION PREVENTION PLAN (SWPPP) C-06 . . . EROSION AND SEDIMENT CONTROL DETAILS . . . STORMWATER POLLUTION PREVENTION PLAN (SWPPP) G-02 G-03 . . . EXISTING CONDITIONS, REMOVALS, AND EROSION CONTROL PLAN G-05 . . . STORM SEWER PROFILES . . . STORM SEWER DETAILS . . . CURB AND PAVING DETAILS S-01 S-02 . . . INTAKE STRUCTURE DEMO PLAN AND ELEVATIONS . . . INTAKE STRUCTURE PLAN, SECTIONS AND DETAILS P-01 P-02 . . . EXISTING PUMP STATION DEMOLITION . . . PUMP STATION PLAN AND SECTIONS E-01 E-02 . . . ELECTRICAL SYMBOLS & ABBREVIATIONS . . . ELECTRICAL PLANS . . . SITE PLAN - LIFT STATION, WING WALL, AND ACCESS C-02 11/02/20210 ISSUED FOR BIDPEBPEBADB2 S-03 . . . STRUCTURAL NOTES . . . SITE PLAN - GAULKE POND SOUTH C-08 E-03 . . . LIFT STATION CONTROL SCHEMATIC E-04 . . . LIFT STATION CONTROL SCHEMATIC E-06 . . . ELECTRICAL DETAILS AND ONE-LINE DIAGRAM . . . TYPICAL DETAILSS-04 E-05 . . . LIFT STATION CONTROL SCHEMATIC . . . ELECTRICAL BLDG STRUCTURAL PLANS & ELEVATIONSS-05 C-07 . . . SITE PLAN - FORCE MAIN PLAN AND PROFILE . . . RESTORATION PLANC-09 7.3 OE>>>>>>>>>>>>> > > > >>>> X X X X X X X X X X X X X XXXXXXXXSAN SAN SAN SAN SANCATVCATVCATVCATVUEUEUEUEX X X X X X X X X X X X XXX> > OE OE OE OE OE OE OE OE OE OE G (ABANDONED)G (ABANDONED)G (ABANDONED)G (ABANDONED)G (ABANDONED)G (ABANDONED)GGGGGGGGGGGGGGGGG G 865865 865865865865865 870870870870870875875 8758758758808808808858858 9 0 890890 89089589 5 865880876877 864864 8918928 9 3 894886887888889863864N EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPERTY LINE CONSTRUCTION LIMITS EXISTING STORM SEWER EXISTING OVERHEAD ELECTRIC EXISTING UNDERGROUND ELECTRIC EXISTING FENCE FIELD DELINEATED WETLAND BOUNDARY REMOVE TREE CONCRETE REMOVAL CLEARING & GRUBBING REMOVALS SCALE IN FEET 60300 GAULKE POND OHW = 868.0 1 - PLAN: EXSITING CONDITIONS, REMOVALS, AND EROSION CONTROL PLAN > OE CONSTRUCTION ENTRANCE, SEE 1 G-05 LEGEND REVISION DESCRIPTIONDATEAPP.BYNO. CHK. TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Suite 200 4300 MARKETPOINTE DRIVE BARR ENGINEERING CO. Fax: (952) 832-2601 www.barr.com Ph: 1-800-632-2277 Project Office: PRINTED NAME MINNEAPOLIS, MN 55435 AS SHOWN 11/02/2021 ADB2 PEB PEB KLC CITY OF CRYSTAL CRYSTAL, MINNESOTA CENTRAL CORE STORMWATER PROJECT CRYSTAL, MINNESOTA EXISTING CONDITIONS, REMOVALS, AND EROSION CONTROL PLAN 23/27-1802.00 S088 G-02 0 11/02/2021 54931 ISSUED FOR BID PATRICK E. BROCKAMP CADD USER: PATRICK E. BROCKAMP FILE: M:\DESIGN\23271802.00\2327180200_G-02.DWG PLOT SCALE: 1:2 PLOT DATE: 10/15/2021 1:37 PMCLIENT AGENCY BID CONSTRUCTION RECORD 12/15/2009/15/21----- ------- ---11/02/21--- ------- ------- A B C 0 1 2 3 ACCESS THROUGH PUBLIC WORKS LOT FROM 41ST AVE N 36" RCP INV = 865.04 REMOVE FES PROPERTY OWNER CITY OF CRYSTAL X 48" CPEP INV = 865.77 20'' UTILITYEASEMENTEXISTING 108" LIFT STATION MH, RIM = 881.35 BOT BASE SLAB = 860.2 REMOVE SEE P-01 FOR REMOVALS EXISTING BAFFLE REMOVE EXISTING CONCRETE WING WALL, TOP = 869.5 TO 874.5 BOT FOOTING = 860.2 PROTECT REMOVE 28 LF 36" RCP REMOVE 170 LF 10" DIP EXISTING 48" MH, RIM = 874.70 BOT BASE SLAB = 860.7 REMOVE EXISTING 48" MH RIM = 891.35 INV = 884.55 REMOVE EXISTING CB RIM = 891.28 REMOVE 3 LF 8" DIP REMOVE 10 LF 12" DIP REMOVE GATE VALVE/RISER REMOVE 10 LF 11x18" CMPA GUY WIRES PROTECT UTILITY POLE (TYP)EXISTING FENCE (PROTECT) TREE LINE REMOVE 415 LF OF CHAIN LINK FENCE MATERIAL STORAGE AREA ADAIR SCHOOL PARKING LOT REMOVE 80 LF 15" CPEP GENERAL NOTES: 1. PRIOR TO COMMENCING WORK AT THE SITE, CONTACT GOPHER ONE-CALL (1-800-252-1166) AND HAVE ALL EXISTING UTILITIES, PUBLIC AND PRIVATE, FIELD LOCATED AND MARKED. EXISTING UTILITIES SHALL BE PROTECTED UNLESS OTHERWISE INDICATED. ANY UTILITIES DAMAGED BY CONTRACTOR SHALL BE REPAIRED AT EXPENSE OF CONTRACTOR. 2. NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS OR UTILITIES DIFFER SIGNIFICANTLY FROM THAT SHOWN. 3. ALL EXISTING UTILITIES MUST REMAIN OPERATIONAL FOR THE DURATION OF CONSTRUCTION. 4. SURVEYED TREES WITH SYMBOLS MAY NOT REPRESENT ALL TREES WITHIN OR AROUND THE WORK LIMITS. PROTECT ALL TREES UNLESS NOTED FOR REMOVAL. 5. MINIMIZE DISTURBANCE OF TREES/SHRUBS/ VEGETATION NOT MARKED FOR REMOVAL, INCLUDING MINIMIZING DISTURBANCE OF SOILS WITHIN THE TREE DRIPLINE. 6. ALL STOCKPILES SHALL BE LOCATED WITHIN CONSTRUCTION LIMITS OR DESIGNATED STAGING AREAS. DO NOT STOCKPILE MATERIALS OR DRIVE VEHICLES/EQUIPMENT WITHIN TREE DRIPLINE(S) UNLESS APPROVED BY ENGINEER. 7. PROTECT ALL STRUCTURES, UTILITIES AND TREES WHICH ARE NOT BEING REMOVED. COORDINATE ALL DEMOLITION WORK WITH OWNER/ENGINEER. 8. ALL CONTROL OF WATER AND EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE SEQUENCED, INSTALLED, MAINTAINED AND MONITORED BY CONTRACTOR. 9. SWEEP BITUMINOUS PAVEMENT DAILY, OR AS REQUIRED TO KEEP FROM TRACKING MATERIALS OFFSITE. 10. CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ANY DAMAGE RESULTING FROM THE CONTRACTOR'S WORK. 11. REPAIR OR REMOVE ITEMS THAT ARE DAMAGED BY CONTRACTOR. REPAIR AND INSTALLATION OF DAMAGED ITEMS WILL BE PERFORMED TO CONDITION AT LEAST EQUAL TO THAT WHICH EXISTED PRIOR TO START OF WORK AT NO ADDITIONAL COST TO OWNER. 12. NO CONCRETE OR RUBBLE SHALL BE BACKFILLED ONSITE. RECYCLE DEMOLISHED DEBRIS PER THE SPECIFICATIONS OR DISPOSE OF AT AN OFFSITE LOCATION WITHIN ALL LOCAL, STATE AND FEDERAL GUIDELINES, LAWS AND REGULATIONS. 13. ESTABLISH AND MAINTAIN TRAFFIC AND PEDESTRIAN SAFETY CONTROL MEASURES PRIOR TO START OF CONSTRUCTION. TRAFFIC AND PEDESTRIAN SAFETY CONTROL MEASURES SHALL BE COORDINATED WITH OWNER. 14. CONTRACTOR IS RESPONSIBLE FOR KEEPING THE SITE PERIMETER SAFE FOR PEDESTRIANS, CHILDREN, PETS AND OTHER PASSERS-BY FOR ALL DAYS AND NIGHTS DURING THE DURATION OF THE WORK, FOR BOTH WORKING AND NON-WORKING HOURS. 15. PROVIDE A CONTINUOUS, ACCESSIBLE, AND SAFE PEDESTRIAN WALKWAY THAT MEETS ADA AND MN MUTCD STANDARDS IF WORKING IN A SIDEWALK AREA, AND TRAFFIC CONTROL PER MN MUTCD REQUIREMENTS FOR THE WORK IN THE PUBLIC RIGHT OF WAY AREA. 16. COORDINATE ALL WORK AND SITE ACCESS WITH ROADWAY WEIGHT RESTRICTION REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR OBTAINING TEMPORARY ACCESS PERMITS, IF REQUIRED. 17. FISHERY PROTECTION - EXCLUSION DATES: NO ACTIVITY AFFECTING THE BED OF THE PROTECTED WATER MAY BE CONDUCTED BETWEEN APRIL 1 AND JUNE 30, TO MINIMIZE IMPACTS ON FISH SPAWNING AND MIGRATION. IF WORK DURING THIS TIME IS ESSENTIAL, IT SHALL BE DONE ONLY UPON WRITTEN APPROVAL OF THE AREA FISHERIES MANAGER. SHOULD WORK BEGIN ELSEWHERE IN THE PROJECT AREA WITHIN THESE DATES, ALL EXPOSED SOILS THAT ARE WITHIN 200 FEET OF PUBLIC WATERS AND DRAIN TO THOSE WATERS MUST COMPLETE EROSION CONTROL MEASURES WITHIN 24 HOURS OF ITS DISTURBANCE TO PREVENT SEDIMENT FROM ENTERING PUBLIC WATERS. TREE REMOVALS ON SOUTHERN PORTION OF POND LIMITED TO DEADFALL AND LEANING TREES THAT HINDER DREDGING OPERATIONS - ENGINEER TO APPROVE REMOVAL OF ANY TREES NOT MARKED FOR REMOVAL ON THIS PLAN 864 865 REMOVE SECTION OF CONCRETE WALK REMOVE AND REPLACE 35 LF OF FENCE REMOVE AND REPLACE 50 LF OF FENCE SEE SHEET E-02 FOR ELECTRICAL REMOVALS CLEAR TREES AND BRUSH AS NEEDED SALVAGE AND REINSTALL EXISTING GATE CONSTRUCTION LIMITS CONSTRUCTION ENTRANCE, SEE 1 G-05 PROTECT EXISTING WOODEN BAFFLE BOX CLEAR BRUSH ALONG FENCE CITY STAFF TO DIRECT WORK UE REMOVE ASPALT 210 SY 11/02/20210 ISSUED FOR BIDPEBPEBADB2 SAWCUT PAVEMENT 7.3 REVISION DESCRIPTIONDATEAPP.BYNO. CHK. TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Suite 200 4300 MARKETPOINTE DRIVE BARR ENGINEERING CO. Fax: (952) 832-2601 www.barr.com Ph: 1-800-632-2277 Project Office: PRINTED NAME MINNEAPOLIS, MN 55435 AS SHOWN 11/02/2021 ADB2 PEB PEB KLC CITY OF CRYSTAL CRYSTAL, MINNESOTA CENTRAL CORE STORMWATER PROJECT CRYSTAL, MINNESOTA STORMWATER POLLUTION PREVENTION PLAN (SWPPP) (PAGE 1 OF 2) 23/27-1802.00 S088 G-03 0 11/02/2021 54931 ISSUED FOR BID PATRICK E. BROCKAMP CADD USER: PATRICK E. BROCKAMP FILE: M:\DESIGN\23271802.00\2327180200_G-03.DWG PLOT SCALE: 1:2 PLOT DATE: 10/15/2021 1:37 PMCLIENT AGENCY BID CONSTRUCTION RECORD 12/15/2009/15/21----- ------- ---11/02/21--- ------- ------- A B C 0 1 2 3 3.0 PROJECT PLANS AND SPECIFICATIONS: REQUIRED FEATURE SHEET NUMBER ·PROJECT LOCATION AND CONSTRUCTION LIMITS G-01 TO G-02 ·EXISTING AND FINAL GRADES, INCLUDING DRAINAGE AREA BOUNDARIES, DIRECTIONS OF FLOW AND ALL DISCHARGE POINTS WHERE STORMWATER IS LEAVING THE SITE OR ENTERING A SURFACE WATER C-01 - C-04 ·SOIL TYPES AT THE SITE G-04 ·LOCATIONS OF IMPERVIOUS SURFACES C-01 - C-04 ·LOCATIONS OF AREAS NOT BE BE DISTURBED (E.G., BUFFER ZONES, WETLANDS, ETC.) C-01 - C-04 ·LOCATIONS OF AREAS OF STEEP SLOPES C-01 - C-04 ·LOCATIONS OF AREAS WHERE CONSTRUCTION WILL BE PHASED TO MINIMIZE DURATION OF EXPOSED SOILS C-01 - C-04 ·PORTIONS OF THE SITE THAT DRAIN TO A PUBLIC WATER WITH DNR WORK IN WATER FISH SPAWNING RESTRICTIONS FOR TIME FRAMES C-01 - C-04 ·LOCATIONS OF ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BMPS AS REQUIRED IN PERMIT SECTIONS 8 THROUGH 10, AND 44 THROUGH 19 G-02, G-03, C-01 - C-04 ·BUFFER ZONES AS REQUIRED IN PERMIT ITEMS 9.17 AND 23.11 N/A ·LOCATIONS OF POTENTIAL POLLUTION-GENERATING ACTIVITIES IDENTIFIED IN PERMIT SECTION 12 C-01 - C-04 ·STANDARD DETAILS FOR EROSION AND SEDIMENT CONTROL BMPS TO BE INSTALLED AT THE SITE G-05 4.0 BEST MANAGEMENT PRACTICES (BMPS): 4.1 EROSION PREVENTION PRACTICES: 1. BEFORE LAND DISTURBING ACTIVITIES BEGIN, THE LIMITS OF THE AREAS TO BE DISTURBED DURING CONSTRUCTION WILL BE DELINEATED WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC. 2. TEMPORARY STABILIZATION SOILS AND SOIL STOCKPILES (E.G., MULCHES, HYDRAULIC TACKIFIERS, EROSION BLANKETS, ETC.): (CSW PERMIT ITEMS 8.4, 8.5, AND 23.9) a. AREAS OF EXPOSED SOIL WILL BE STABILIZED WITH ONE OF THE FOLLOWING: EROSION CONTROL BLANKET, PRESERVATION OF MATURE VEGETATION, MULCH, VEGETATIVE SLASH, ETC. b. IF PRESENT, SOIL STOCKPILES WILL BE STABILIZED WITH ONE OF THE FOLLOWING MATERIALS: MULCH (SUCH AS STRAW MULCH, SLASH MULCH, WOOD CHIP, OR OTHER APPROPRIATE MULCH) (IF SLOPES ≤3H:1V), COVER MATERIAL SUCH AS TARPS OR PLASTIC SHEETING, ETC. c. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY, OR ORGANIC COMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) AND THE CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS, AND SIMILAR SURFACES ARE EXEMPT FROM THESE STABILIZATION REQUIREMENTS. 3. STABILIZATION OF DITCH AND SWALE WETTED PERIMETERS: (CSW PERMIT ITEMS 8.6 THROUGH 8.8) a. IF SOILS WITHIN EXISTING STORMWATER DITCHES OR SWALES ARE DISTURBED, THEY WILL BE STABILIZED USING ONE OR MORE OF THE FOLLOWING METHODS: CHANNEL EROSION CONTROL BLANKET, RIPRAP, TURF REINFORCEMENT MAT, ETC. b. MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE, OR SIMILAR EROSION PREVENTION PRACTICES WILL NOT BE USED TO STABILIZE ANY PART OF AN EXISTING STORMWATER DITCH OR SWALE WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT. c. THE LAST 200 LINEAL FEET OF LENGTH OF THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DITCH OR SWALE THAT DRAINS WATER FROM ANY PORTION OF THE CONSTRUCTION SITE, OR DIVERTS WATER AROUND THE SITE, WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE INTO ANY SURFACE WATER WILL BE STABILIZED WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE. d. STABILIZATION OF THE REMAINING PORTIONS OF ANY TEMPORARY OR PERMANENT DITCHES OR SWALES WILL BE COMPLETED WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILY OR PERMANENTLY CEASED. 4. ENERGY DISSIPATION AT PIPE OUTLETS: (CSW PERMIT ITEM 8.9) A RIPRAP ENERGY DISSIPATION AT PIPE OUTLETS WILL BE PROVIDED. 5. EROSION PREVENTION AND IMPLEMENTATION TIMELINES: (CSW PERMIT ITEMS 8.4 THROUGH 8.6, AND 23.9) a. STABILIZATION OF EXPOSED SOIL AREAS (INCLUDING STOCKPILES) WILL BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHENEVER ANY CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. b. IF THE EXPOSED SOIL AREAS DRAIN TO A DISCHARGE POINT THAT IS WITHIN ONE MILE (AERIAL RADIUS MEASUREMENT) OF A SPECIAL OR IMPAIRED WATER (SEE SECTION 2.0), STABILIZATION OF EXPOSED SOIL AREAS (INCLUDING STOCKPILES) WILL BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHENEVER ANY CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 17 CALENDAR DAYS. c. THE FOLLOWING ACTIVITIES CAN BE TAKEN TO INITIATE STABILIZATION: PREPPING THE SOIL FOR VEGETATIVE OR NON-VEGETATIVE OR NON-EGETATIVE STABILIZATION, APPLYING MULCH OR OTHER NON-VEGETATIVE PRODUCT TO THE EXPOSED SOIL AREA, OR SEEDING OR PLANTING THE EXPOSED AREA. 6. ADDITIONAL EROSION PREVENTION MEASURES: THE FOLLOWING ADDITIONAL EROSION PREVENTION MEASURES WILL BE IMPLEMENTED AT THE SITE DURING CONSTRUCTION (E.G., CONSTRUCTION PHASING, MINIMIZING SOIL DISTURBANCE, VEGETATIVE BUFFERS, HORIZONTAL SLOPE GRADING, SLOPE DRAINING/TERRACING, ETC.). (CSW PERMIT ITEMS 8.2, 8.3, AND 8.10) a. CONSTRUCTION PHASING WILL BE UTILIZED TO MINIMIZE THE AREA OF SOIL EXPOSED AT ANY ONE TIME. b. SOIL DISTURBANCE WILL BE MINIMIZED WHEREVER POSSIBLE TO AID IN EROSION PREVENTION. c. EXISTING VEGETATION WILL BE PRESERVED WHERE POSSIBLE TO LIMIT EXPOSED SOIL AND THUS WILL SERVE AS NATURAL VEGETATIVE BUFFERS. d. EXPOSED SOIL ON STEEP SLOPES (≤3H:1V) WILL BE STABILIZED. e. HORIZONTAL SLOPE GRADING WILL BE UTILIZED TO MINIMIZE EROSION POTENTIAL. f. TERRACING WILL BE USED TO MINIMIZED EROSION POTENTIAL. 7. IF APPLICABLE, DESCRIBE ADDITIONAL EROSION PREVENTION BMPS TO BE IMPLEMENTED AT THE SITE TO PROTECT PLANNED INFILTRATION AREAS. (CSW PERMIT ITEMS 16.4 AND 16.5) 4.2 SEDIMENT CONTROL PRACTICES: 1. DOWNGRADIENT PERIMETER CONTROL. (CSW PERMIT ITEMS 9.2 THROUGH 9.6) a. SEDIMENT CONTROL PRACTICES WILLBE ESTABLISHED ON ALL DOWNGRADIENT PERIMETERS AND LOCATED UPGRADIENT OF ANY BUFFER ZONES. PERIMETER SEDIMENT CONTROLS THAT MAY BE USED IN AREAS OF SHEET FLOW INCLUDE: SILT FENCING, SEDIMENT CONTROL LOGS / BIOROLLS (FILLED WITH COMPOST, WOOD CHIPS, ROCK, ETC.), VEGETATIVE SLASH BARRIERS, OTHER NATIVE MATERIAL BARRIERS, VEGETATIVE BUFFERS (RETAIN EXISTING VEGETATION WHERE POSSIBLE), EARTHEN BERMS, ROCK CHECKS, ETC. b. PERIMETER SEDIMENT CONTROL PRACTICES WILL BE INSTALLED BEFORE ANY UPGRADIENT LAND‐DISTURBING ACTIVITIES BEGIN AND REMAIN IN PLACE UNTIL PERMANENT COVER HAS BEEN ESTABLISHED. c. IF SEDIMENT CONTROL PRACTICES HAVE BEEN ADJUSTED OR REMOVED TO ACCOMMODATE SHORT‐TERM ACTIVITIES (SUCH AS CLEARING, GRUBBING, OR PASSAGE OF VEHICLES), THE CONTROLS WILL BE RE-INSTALLED IMMEDIATELY AFTER THE SHORT‐TERM ACTIVITY HAS BEEN COMPLETED. SEDIMENT CONTROL PRACTICES WILL BE RE-INSTALLED BEFORE THE NEXT PRECIPITATION EVENT, EVEN IF THE SHORT‐TERM ACTIVITY IS NOT COMPLETE. d. IF THE DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED (BASED ON FREQUENT FAILURE OR EXCESSIVE MAINTENANCE REQUIREMENT), ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICES OR REDUNDANT BMPS WILL BE INSTALLED TO ELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFY THESE ADDITIONAL PRACTICES. 2. SOIL STOCKPILE PERIMETER CONTROLS: (CSW PERMIT ITEMS 9.9 AND 9.10) a. TEMPORARY SOIL STOCKPILES WILL BE SURROUNDED BY SOIL FENCING OR SEDIMENT CONTROL LOGS/BIOROLLS AND SHALL NOT BE PLACED IN ANY NATURAL BUFFERS OR SURFACE WATERS 3. STORM DRAIN INLET PROTECTION. (CSW PERMIT ITEMS 9.7 AND 9.8) a. IF STORM DRAINS ARE PRESENT, INLET PROTECTION BMPS WILL BE INSTALLED AROUND ALL STORM DRAIN INLETS DOWNGRADIENT OF CONSTRUCTION ACTIVITIES. STORM DRAIN INLETS WILL BE PROTECTED UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. INLET PROTECTION BMPS THAT MAY BE USED INCLUDE: SEDIMENT CONTROL LOG, FILTER SACK, ROCK WITH FILTER FABRIC, FILTER FENCE BOX, ETC. 4. VEHICLE TRACKING BMP'S: (CSW PERMIT ITEMS 9.11 AND 9.12) a. VEHICLE TRACKING BMP'S WILL BE INSTALLED TO MINIMIZE THE TRACKING OUT OF SEDIMENT FROM THE CONSTRUCTION AREA AND MAY INCLUDE ROCK PADS, MUD MATS, SLASH MULCH, CONCRETE OR STEEL WASH ROCKS, OR AN EQUIVALENT SYSTEM. b. IF SUCH VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT FROM BEING TRACKED ONTO THE PAVED ROAD, STREET SWEEPING WILL ALSO BE EMPLOYED. SEDIMENT WILL BE REMOVED BY SWEEPING WITHIN 24 HOURS. c. SEE PLANS FOR CONSTRUCTION ENTRANCE LOCATIONS 5. IF APPLICABLE, ADDITIONAL SEDIMENT CONTROLS (E.G., DIVERSION BERMS) WILL BE INSTALLED TO KEEP RUNOFF AWAY FROM PLANNED INFILTRATION AREAS WHEN EXCAVATED PRIOR TO ESTABLISHING PERMANENT COVER WITHIN THE CONTRIBUTING DRAINAGE AREA. (CSW PERMIT ITEMS 16.4 AND 16.5) 6. THE PROJECT WILL REQUIRE GRADING AND SOIL MANAGEMENT PRACTICES TO MINIMIZE SOIL COMPACTION AND PRESERVE TOPSOIL AT THE SITE WHENEVER FEASIBLE. TOPSOIL WILL BE GATHERED INTO SEGREGATED PILES AWAY FROM OTHER SOIL PILE TYPES. IF NEEDED, AREAS WILL BE DECOMPACTED PRIOR TO FINAL SEEDING. VEHICLE TRAFFIC WILL BE LIMITED AFTER THE FINAL SEEDING OF AN AREA UNTIL VEGETATION IS ESTABLISHED (CSW PERMIT ITEMS 5.24, 9.14, AND 9.15). 7. PRIORITIZATION OF ONSITE INFILTRATION AND SEDIMENT REMOVAL: (CSW PERMIT ITEM 9.16) a. PRIOR TO OFFSITE DISCHARGE, INFILTRATION AND SEDIMENT REMOVAL WILL BE IMPLEMENTED ONSITE WHERE POSSIBLE. b. DISCHARGES FROM BMP'S WILL BE DIRECTED TO VEGETATED AREAS OF THE SITE (INCLUDING ANY NATURAL BUFFERS) IN ORDER TO INCREASE SEDIMENT REMOVAL AND MAXIMIZE STORMWATER INFILTRATION. IF EROSION IS NOTED TO OCCUR AS THE RESULT OF SUCH A DISCHARGE, VELOCITY DISSIPATION BMPS WILL BE CONSIDERED AND INSTALLED AS NECESSARY TO PREVENT EROSION. 8. BUFFER ZONE OR REDUNDANT SEDIMENT CONTROLS TO PROTECT SURFACE WATERS: (CSW PERMIT ITEM 9.17) a. A 50-FOOT NATURAL BUFFER WILL BE PRESERVED IN CONSTRUCTION ARES DISCHARGING TO A NON-SPECIAL/NON-IMPAIRED SURFACE WATER OR WETLAND. WHEN A SURFACE WATER IS LOCATED WITHIN 50 FEET OF THE PROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THE SURFACE WATER, OR WHEN A BUFFER IS INFEASIBLE, REDUNDANT SEDIMENT CONTROLS WILL BE PROVIDED. b. A 100-FOOT NATURAL BUFFER WILL BE PRESERVED IN CONSTRUCTION AREAS DISCHARGING TO A SPECIAL OR IMPAIRED SURFACE WATER. IF A SPECIAL OR IMPAIRED SURFACE WATER IS LOCATED WITHIN 100 FEET OF THE PROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THE SURFACE WATER, OR WHEN A BUFFER IS INFEASIBLE, REDUNDANT SEDIMENT CONTROLS WILL BE PROVIDED. NO WORK IS ANTICIPATED IN AREAS NEAR A SPECIAL WATER. c. REDUNDANT PERIMETER CONTROLS WILL BE INSTALLED AT LEAST 5 FEET APART UNLESS LIMITED BY LACK OF AVAILABLE SPACE. 9. NOT APPLICABLE: THE USE OF SEDIMENTATION TREATMENT CHEMICALS (E.G., POLYMERS, FLOCCULANTS, ETC.) IS NOT ANTICIPATED DURING THIS PROJECT. (CSW PERMIT ITEMS 5.22 AND 9.18) 10. THE PROJECT WILL NOT INCLUDE 10 OR MORE ACRES OF DISTURBED SOIL DRAINING TO A COMMON LOCATION OR 5 OR MORE ACRES DRAINING TO A COMMON LOCATION WITHIN 1 MILE OF A SPECIAL OR IMPAIRED WATER, THEREFORE TEMPORARY SEDIMENT BASINS ARE NOT REQUIRED. (CSW PERMIT ITEMS 5.6, 9.13, AND 23.10 AND SECTION 14) 4.3 DEWATERING AND BASIN DRAINING: (CSW PERMIT SECTION 10 AND ITEM 10.5) a. THE FOLLOWING WILL BE USED TO TREAT/DISPOSE OF TURBID OR SEDIMENT-LADEN WATER DURING DEWATERING OR BASIN DRAINING: IN-STREAM SILT FENCE, ROCK CHECKS, SEDIMENT FILTER BAGS OR EQUIVALENT MEASURES b. THE FOLLOWING WILL BE USED TO PREVENT EROSION OR SCOUR OF DISCHARGE POINTS DURING DEWATERING OR BASIN DRAINING: IN-STREAM SILT FENCE, ROCK CHECKS, SEDIMENT FILTER BAGS OR EQUIVALENT MEASURES. c. NOT APPLICABLE: FILTERS FOR BACKWASH WATER 4.4 BMP DESIGN FACTORS: THE FOLLOWING BMP DESIGN FACTORS HAVE BEEN CONSIDERED IN DESIGNING THE TEMPORARY EROSION PREVENTION AND SEDIMENT CONTROL BMPS: 1. EXPECTED AMOUNT, FREQUENCY, INTENSITY, AND DURATION OF PRECIPITATION: APPROXIMATELY 2.5 INCHES OF PRECIPITATION FROM THE 1-YEAR, 24-HOUR STORM EVENT (NOAA ATLAS 14) 2. NATURE OF STORMWATER RUNOFF AND RUN‐ON AT THE SITE, INCLUDING FACTORS SUCH AS EXPECTED FLOW FROM IMPERVIOUS SURFACES, SLOPES, AND SITE DRAINAGE FEATURES: THE SITE ACCUMULATES RUNOFF FROM MANY SIDE SLOPES. CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENTATION CONTROL DEVICES TO HANDLE THIS SITE RUNOFF. 3. STORMWATER VOLUME, VELOCITY, AND PEAK FLOW RATES TO MINIMIZE DISCHARGE OF POLLUTANTS IN STORMWATER AND TO MINIMIZE CHANNEL AND STREAMBANK EROSION AND SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS: PEAK FLOW RATES AND TOTAL STORMWATER VOLUME SHOULD NOT BE INCREASED DURING THIS PROJECT. STORMWATER CHANNELIZATION IS ANTICIPATED. CHANNELIZED FLOW WILL BE ROUTED TO VEGETATED AREAS WHERE APPROPRIATE. 4. RANGE OF SOIL PARTICLE SIZES EXPECTED TO BE PRESENT: CLAY, SANDY CLAY, SANDY SILT, SILTY SAND, SAND, GRAVEL. 4.5 BMP QUANTITIES: ANTICIPATED EROSION PREVENTION AND SEDIMENT CONTROL BMP QUANTITIES NEEDED FOR THE LIFE OF THE PROJECT: SEE PLANS AND SPECIFICATIONS/BID FORM (SEE PAGE 2 OF 2) 1.0 GENERAL CONSTRUCTION ACTIVITY INFORMATION: THIS STORMWATER POLLUTION PREVENTION PLAN (SWPPP) HAS BEEN PREPARED IN COMPLIANCE WITH THE MINNESOTA GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY NO. MNR100001 (CONSTRUCTION STORMWATER (CSW) GENERAL PERMIT), AS REQUIRED BY THE MINNESOTA POLLUTION CONTROL AGENCY (MPCA) UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM (NPDES/SDS) PROGRAM. THE PROJECT SITE IS LOCATED NEAR THE CITY OF CRYSTAL, IN HENNEPIN COUNTY, MINNESOTA. PROPOSED CONSTRUCTION ACTIVITIES WILL TAKE PLACE IN THE FOLLOWING DISTINCT LOCATION: 1. GAULKE POND - THE APPROXIMATE CENTROID OF THE PROJECT HAS A LATITUDE OF 45.027395 AND A LONGITUDE OF -93.358662 (NAD83 UTM ZONE 15N). THIS PROJECT INVOLVES DREDGING THE EXISTING POND TO IMPROVE SEDIMENT CAPTURE AND WATER QUALITY, EXPAND FLOOD STORAGE, AS WELL AS REPLACING AND UPSIZING THE EXISTING STORMWATER LIFT STATION. THE PROJECT WORK INCLUDES CLEARING AND GRUBBING, EARTHWORK, INSTALLATION OF PLACEMENT OF RIPRAP APRONS, STORM SEWER MODIFICATIONS, WING WALL MODIFICATIONS, AND RESTORATION THROUGH SEEDING AND AN EROSION CONTROL BLANKET. THE PROJECT IS NOT PART OF A LARGER PLAN OF DEVELOPMENT. THE PROJECT AS PROPOSED HAS A TOTAL DISTURBANCE AREA OF 5.62 ACRES, 4.22 ACRES OF WHICH IS WATER AREA (GAULKE POND). THE TOTAL UPLAND DISTURBANCE AREA IS 1.40 ACRES. EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE REQUIRED TO MINIMIZE SEDIMENT FROM BEING TRANSPORTED INTO THE DOWNSTREAM STORM SEWER. REFER TO PROJECT DRAWINGS FOR FURTHER DETAILS. (CSW PERMIT PART III.A.1) 1.1 PROJECT SIZE AND CUMULATIVE IMPERVIOUS SURFACE: ·THE ANTICIPATED AREA OF DISTURBANCE IS APPROXIMATELY 5.62 ACRES (4.22 POND AREA, 1.45 UPLAND AREA). ·THE TOTAL AREA OF PRE-CONSTRUCTION IMPERVIOUS AREA IS APPROXIMATELY 0.13 ACRES. ·THE TOTAL AREA OF POST-CONSTRUCTION IMPERVIOUS AREA IS APPROXIMATELY 0.02 ACRES. ·THE TOTAL NEW IMPERVIOUS AREA IS APPROXIMATELY 0.00 ACRES. 1.2 DATES OF CONSTRUCTION: ·ANTICIPATED START DATE: 01/04/2022 ANTICIPATED END DATE: 10/30/2022 1.3 CONTACT INFORMATION: OWNER: CEDAR RIVER WATERSHED DISTRICT MAILING ADDRESS: 1408 21ST AVENUE NW, SUITE #2, AUSTIN, MN 55912 CONTACT PERSON: MARK RAY TITLE: DIRECTOR OF PUBLC WORKS / CITY ENGINEER PHONE NUMBER: (763) 531-1160 EMAIL ADDRESS: MARK.RAY@CRYSTALMN.GOV ALTERNATE CONTACT PERSON: TITLE: PHONE NUMBER: EMAIL ADDRESS: OPERATOR / GENERAL CONTRACTOR (WHO WILL OVERSEE IMPLEMENTATION OF THE SWPPP): TBD MAILING ADDRESS: CONTACT PERSON:TITLE: PHONE NUMBER: EMAIL ADDRESS: PARTY RESPONSIBLE FOR LONG-TERM OPERATION AND MAINTENANCE OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM: CEDAR RIVER WATERSHED DISTRICT MAILING ADDRESS: 4141 DOUGLAS DRIVE N, CRYSTAL, MN 55422-1696 CONTACT PERSON: MARK RAY TITLE: DIRECTOR OF PUBLC WORKS / CITY ENGINEER PHONE NUMBER: (763) 531-1160 EMAIL ADDRESS: MARK.RAY@CRYSTALMN.GOV 2.0 RECEIVING WATERS: LIST ALL WATERS WITHIN ONE MILE (NEAREST STRAIGHT LINE DISTANCE) THAT ARE LIKELY TO RECEIVE STORMWATER RUNOFF FROM THE PROJECT SITE. (CSW PERMIT ITEM 5.10) INCLUDE: SPECIAL IMPAIRED PUBLIC WATER WITH WORK NAME OF WATER BODY TYPE (1)WATER BODY ID (2)WATER? (3)WATER? (3)IN WATER RESTRICTIONS? GAULKE POND POND 27-0643-00 NO NO YES ·TYPE EXAMPLES: DITCH, POND, WETLAND, CALCAREOUS FEN, LAKE, STREAM, RIVER ·WATER BODY IDENTIFICATION (ID) MIGHT NOT BE AVAILABLE FOR ALL WATER BODIES. USE THE SPECIAL AND IMPAIRED WATERS SEARCH TOOL AT: HTTPS://WWW.PCA.STATE.MN.US/WATER/STORMWATER-SPECIAL-AND-IMPAIRED-WATERS-SEARCH ·REFER TO CSW PERMIT SECTION 23 IMPAIRED WATER FOR THE FOLLOWING POLLUTANT(S) OR STRESSOR(S): PHOSPHORUS (NUTRIENT EUTROPHICATION BIOLOGICAL INDICATORS), TURBIDITY, TOTAL SUSPENDED SOLIDS (TSS), DISSOLVED OXYGEN, OR AQUATIC BIOTA (FISH BIOASSESSMENT, AQUATIC PLANT BIOASSESSMENT, AND AQUATIC MACROINVERTEBRATE BIOASSESSMENT) 2.1 SPECIAL AND IMPAIRED WATERS: THE MPCA'S SPECIAL AND IMPAIRED WATERS SEARCH TOOL WAS USED TO LOCATE SPECIAL AND IMPAIRED WATERS WITHIN ONE MILE (AERIAL RADIUS MEASUREMENT) OF THE PROJECT SITE. BASSETT CREEK NORTH BRANCH (ID 07010206-552), IMPAIRED FOR E COLI, IS WITHIN 1 MILE OF THE PROJECT SITE BUT IS NOT A RECEIVING WATER FROM GAULKE POND. THE DISCHARGE FROM GAULKE POND GOES TO LOWER TWIN LAKE (ID 27-0042-03), A DELISTED LAKE, AND THEN TO MIDDLE TWIN LAKE WHICH IS IMPAIRED FOR Hg-F, NUTRIENTS, PCB-F, AND PFOS-F, BUT IS GREATER THAN 1 MILE DOWNSTREAM AND OUTSIDE THE 1 MILE RADIUS OF THE PROJECT SITE. THERE ARE NO ADDITIONAL BMPS OR OTHER SPECIFIC CONSTRUCTION RELATED IMPLEMENTATION ACTIVITIES IDENTIFIED IN AN APPROVED TOTAL MAXIMUM DAILY LOAD (TMDL). (CSW PERMIT ITEM 5.19) 2.2 PUBLIC WATERS WITH WORK IN WATER RESTRICTIONS: GAULKE POND IS IDENTIFIED BY THE DNR AS A PUBLIC WATER. WORK IS RESTRICTED FOR LAKES AND STREAMS IN MINNESOTA BETWEEN MARCH 1 AND JUNE 15. DURING THE RESPECTIVE RESTRICTION PERIODS, ALL EXPOSED SOILS WITHIN 200 FEET OF THE WATER'S EDGE WILL HAVE EROSION PREVENTION STABILIZATION ACTIVITIES INITIATED IMMEDIATELY AFTER CONSTRUCTION ACTIVITY HAS CEASED (AND COMPLETED WITHIN 24 HOURS). (CSW PERMIT ITEM 5.11) 2.3 WETLAND IMPACTS: (CSW PERMIT ITEMS 2.4 AND 2.10, AND SECTION 22) THE DELINEATION CLASSIFIED GAULKE POND AS A SHALLOW OPEN WATER AND SEASONALLY FLOODED BASIN WETLAND. DURING THE SITE REVIEW, THE TECHNICAL EVALUATION PANEL (TEP) DETERMINED THE WETLAND BOUNDARY FOLLOWED THE 868' CONTOUR (OHWL) AND NO WCA REGULATED WETLANDS ARE LOCATED ABOVE THE OHWL. THE WETLAND DELINEATION AND CLASSIFICATION WERE APPROVED BY THE TEP ON SEPTEMBER 23, 2016. 11/02/20210 ISSUED FOR BIDPEBPEBADB2 7.3 REVISION DESCRIPTIONDATEAPP.BYNO. CHK. TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Suite 200 4300 MARKETPOINTE DRIVE BARR ENGINEERING CO. Fax: (952) 832-2601 www.barr.com Ph: 1-800-632-2277 Project Office: PRINTED NAME MINNEAPOLIS, MN 55435 AS SHOWN 11/02/2021 ADB2 PEB PEB KLC CITY OF CRYSTAL CRYSTAL, MINNESOTA CENTRAL CORE STORMWATER PROJECT CRYSTAL, MINNESOTA STORMWATER POLLUTION PREVENTION PLAN (SWPPP) (PAGE 2 OF 2) 23/27-1802.00 S088 G-04 0 11/02/2021 54931 ISSUED FOR BID PATRICK E. BROCKAMP CADD USER: PATRICK E. BROCKAMP FILE: M:\DESIGN\23271802.00\2327180200_G-04.DWG PLOT SCALE: 1:2 PLOT DATE: 10/15/2021 1:38 PMCLIENT AGENCY BID CONSTRUCTION RECORD 12/15/2009/15/21----- ------- ---11/02/21--- ------- ------- A B C 0 1 2 3 5.0 PERMANENT STORMWATER MANAGEMENT SYSTEM: NOT REQUIRED A PERMANENT STORMWATER MANAGEMENT SYSTEM IS REQUIRED IF THE PROJECT RESULTS IN ONE ACRE OR MORE OF NEW IMPERVIOUS SURFACES OR RESULTS IN A NET INCREASE OF ONE OR MORE ACRES OF CUMULATIVE NEW IMPERVIOUS SURFACES IN TOTAL OR IF THE PROJECT IS PART OF A LARGER PLAN OF DEVELOPMENT. (CSW PERMIT ITEM 15.3) 5.1 A PERMANENT STORMWATER TREATMENT SYSTEM IS NOT REQUIRED. (CSW PERMIT ITEMS 5.15, 15.4-15.9, AND 23.14) 5.2 THIS IS NOT A LINEAR PROJECT WITH LACK OF RIGHT OF WAY. (CSW PERMIT ITEM 15.9) 5.3 THIS PROJECT DOES NOT DISCHARGE TO A TROUT STREAM (OR A TRIBUTARY TO A TROUT STREAM). (CSW PERMIT ITEM 23.12) 6.0 INSPECTION AND MAINTENANCE ACTIVITIES: 6.1 PERSONS WITH REQUIRED TRAINING: TRAINED INDIVIDUALS INCLUDE THOSE PARTIES RESPONSIBLE FOR INSTALLING, SUPERVISING, REPAIRING, INSPECTING, AND MAINTAINING EROSION PREVENTION AND SEDIMENT CONTROL BMPS AT THE SITE. TRAINED INDIVIDUAL ARE ALSO RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPP AND COMPLIANCE WITH THE GENERAL PERMIT UNTIL THE CONSTRUCTION ACTIVITIES ARE COMPLETE, PERMANENT COVER HAS BEEN ESTABLISHED, AND A NOTICE OF TERMINATION (NOT) HAS BEEN SUBMITTED. (CSW PERMIT ITEMS 5.20, 5.21, AND 11.9 AND SECTION 21) THESE INDIVIDUALS WILL BE TRAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE GENERAL PERMIT, INCLUDING THE REQUIREMENT THAT THE CONTENT AND EXTENT OF TRAINING WILL BE COMMENSURATE WITH THE INDIVIDUAL'S JOB DUTIES AND RESPONSIBILITIES. BELOW IS A LIST OF PEOPLE RESPONSIBLE FOR THIS PROJECT WHO ARE KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BMP'S. TRAINED INDIVIDUAL RESPONSIBILITY TRAINING ENTITY* TRAINING DATE PATRICK BROCKAMP PREPARATION OF THE SWPPP BARR ENGINEERING CO. APRIL, 2021 TBD OVERSIGHT OF SWPPP IMPLEMENTATION, REVISION, TBD NO AND AMENDMENT TBD PERFORMANCE OF SWPPP TBD NO INSPECTIONS TBD PERFORMANCE OR SUPERVISION TBD NO OF INSTALLATION, MAINTENANCE, AND REPAIR OF BMPS 6.2 FREQUENCY OF INSPECTIONS: A TRAINED PERSON WILL ROUTINELY INSPECT THE ENTIRE CONSTRUCTION SITE. (CSW PERMIT ITEMS 11.2, 11.10, AND 23.13) ·AT LEAST ONCE EVERY 7 DAYS DURING ACTIVE CONSTRUCTION ·WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS INSPECTION FREQUENCY MAY BE ADJUSTED UNDER THE FOLLOWING CIRCUMSTANCES: ·WHERE PARTS OF THE CONSTRUCTION AREAS HAVE PERMANENT COVER, BUT WORK REMAINS ON OTHER PARTS OF THE SITE, INSPECTIONS OF THE AREAS WITH PERMANENT COVER MAY BE REDUCED TO ONCE PER MONTH. ·WHERE CONSTRUCTION AREAS HAVE PERMANENT COVER AND NO CONSTRUCTION ACTIVITY IS OCCURRING ON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12 MONTHS, MAY BE SUSPENDED COMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. ·WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, THE INSPECTIONS MAY BE SUSPENDED. THE REQUIRED INSPECTIONS AND MAINTENANCE SCHEDULE MUST BEGIN WITHIN 24 HOURS AFTER RUNOFF OCCURS AT THE SITE OR UPON RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. 6.3 INSPECTION REQUIREMENTS: EACH CONSTRUCTION STORMWATER SITE INSPECTION SHALL INCLUDE INSPECTION OF THE FOLLOWING AREAS. (CSW PERMIT ITEMS 11.3 THROUGH 11.8) ·ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTION MANAGEMENT MEASURES ·SURFACE WATERS FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION ·CONSTRUCTION SITE VEHICLE EXIT LOCATIONS FOR EVIDENCE OF OFF SITE SEDIMENT TRACKING ·STREETS AND OTHER AREAS ADJACENT TO THE PROJECT FOR EVIDENCE OF OFF SITE ACCUMULATIONS OF SEDIMENT 6.4 MAINTENANCE REQUIREMENTS: MAINTENANCE OF THE FOLLOWING AREAS AND BMPS SHALL BE PERFORMED AS FOLLOWS: (CSW PERMIT ITEMS 11.3 THROUGH 11.8) ·NONFUNCTIONAL BMPS WILL BE REPAIRED, REPLACED, OR SUPPLEMENTED WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. ·PERIMETER CONTROL DEVICES WILL BE REPAIRED, REPLACED, OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE. ·TEMPORARY AND PERMANENT SEDIMENTATION BASINS WILL BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME. ·DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS WILL BE REMOVED, AND THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL WILL BE RE-STABILIZED. THE REMOVAL AND STABILIZATION WILL BE COMPLETED WITHIN 7 CALENDAR DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. IF PRECLUDED DUE TO ACCESS CONSTRAINTS, REASONABLE EFFORTS TO OBTAIN ACCESS WILL BE USED. REMOVAL AND STABILIZATION WILL TAKE PLACE WITHIN 7 CALENDAR DAYS OF OBTAINING ACCESS. ·TRACKED SEDIMENT ON PAVED SURFACES WILL BE REMOVED WITHIN 1 CALENDAR DAY OF DISCOVERY. ·AREAS UNDERGOING STABILIZATION WILL BE RESTABILIZED AS NECESSARY TO ACHIEVE REQUIRED COVER. 6.5 RECORDKEEPING REQUIREMENTS: (CSW PERMIT ITEMS 11.11 AND 24.5 AND SECTIONS 6 AND 20) 1. ALL INSPECTIONS AND MAINTENANCE ACTIVITIES MUST BE RECORDED IN WRITING WITHIN 24 HOURS OF BEING CONDUCTED AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP. RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY SHALL INCLUDE THE DATE AND TIME; NAME OF INSPECTOR(S); FINDINGS OF INSPECTIONS; CORRECTIVE ACTIONS (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); AND DATE OF ALL RAINFALL EVENTS GREATER THAN 0.5 INCHES IN 24 HOURS AND THE AMOUNT OF RAINFALL FOR EACH EVENT. a. IF ANY DISCHARGE IS OBSERVED DURING THE INSPECTION, DOCUMENT THE LOCATION AND APPEARANCE OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED OR SUSPENDED SOLIDS, OIL SHEEN, AND OTHER OBVIOUS INDICATORS OF POLLUTANTS), AND A PHOTOGRAPH OF THE DISCHARGE. 2. THE SWPPP WILL BE AMENDED TO INCLUDE ADDITIONAL OR MODIFIED BMPS TO CORRECT PROBLEMS OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER, OR SEASONAL CONDITIONS THAT HAS A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER. a. THE SWPPP WILL BE AMENDED WHEN INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER, OPERATOR, OR CONTRACTORS OR BY USEPA/MPCA OFFICIALS INDICATE THAT THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR MINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER; THE DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCES; OR THE SWPPP IS NOT CONSISTENT WITH A US EPA APPROVED TMDL. b. ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION WILL BE DOCUMENTED AS REQUIRED WITHIN 7 CALENDAR DAYS. c. AMENDMENTS WILL BE COMPLETED BY AN APPROPRIATELY TRAINED INDIVIDUAL. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP WILL INCLUDE A JUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS. 3. RECORDS RETENTION: THE SWPPP, INCLUDING ALL CHANGES TO IT, AND INSPECTION AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONAL CONTROL OF THE SITE. THE SWPPP CAN BE KEPT IN EITHER A FIELD OFFICE OR IN AN ON SITE VEHICLE DURING NORMAL WORKING HOURS. 4. RECORD AVAILABILITY: THE PERMITTEES MUST MAKE THE SWPPP, INCLUDING INSPECTION REPORTS, MAINTENANCE RECORDS, AND TRAINING RECORDS, AVAILABLE TO FEDERAL, STATE, AND LOCAL OFFICIALS WITHIN THREE DAYS UPON REQUEST FOR THE DURATION OF THE PERMIT COVERAGE AND FOR THREE YEARS FOLLOWING THE NOTICE OF TERMINATION. 7.0 POLLUTION PREVENTION MEASURES: 1. ANY CONSTRUCTION PRODUCTS AND LANDSCAPE MATERIALS THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS WILL BE STORED UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) TO PREVENT DISCHARGE OF POLLUTANTS THROUGH MINIMIZATION OF CONTACT WITH STORMWATER. STORAGE OF SUCH MATERIALS WITHIN THE PROJECT AREA WILL BE MINIMIZED TO THE EXTENT POSSIBLE. (CSW PERMIT ITEM 12.2) 2. PESTICIDES, FERTILIZERS, AND TREATMENT CHEMICALS WILL BE STORED UNDER COVER (E.G., PLASTIC SHEETING, TEMPORARY ROOFS, WITHIN A BUILDING, OR IN WEATHER-PROOF CONTAINERS) TO PREVENT DISCHARGE OF POLLUTANTS THROUGH MINIMIZATION OF CONTACT WITH STORMWATER. STORAGE OF SUCH MATERIALS WITHIN THE PROJECT AREA WILL BE MINIMIZED TO THE EXTENT POSSIBLE. (CSW PERMIT ITEM 12.3) 3. HAZARDOUS MATERIALS AND TOXIC WASTE (E.G., OIL, DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) WILL BE STORED AND DISPOSED OF IN COMPLIANCE WITH MINNESOTA RULES CHAPTER 7045, INCLUDING SECONDARY CONTAINMENT (AS APPLICABLE). HAZARDOUS MATERIALS SHALL BE PROPERLY STORED IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS, OR OTHER DISCHARGES AND PREVENT PRECIPITATION FROM FALLING ONTO THE CONTAINERS OR STORED HAZARDOUS MATERIALS. (CSW PERMIT ITEMS 2.3 AND 12.4) 4. SOLID WASTE WILL BE COLLECTED, STORED, AND DISPOSED OF PROPERLY IN COMPLIANCE WITH MINNESOTA RULES CHAPTER 7035. THIS INCLUDES STORAGE WITHIN COVERED TRASH CONTAINERS AND DAILY REMOVAL OF LITTER AND DEBRIS. STORAGE OF SOLID WASTE WITHIN THE PROJECT AREA WILL BE MINIMIZED TO THE EXTENT POSSIBLE. (CSW PERMIT ITEM 12.5) 5. PORTABLE TOILETS WILL BE LOCATED AWAY FROM SURFACE WATERS AND POSITIONED AND SECURED TO THE GROUND SO THEY WILL NOT BE TIPPED OR KNOCKED OVER. SANITARY WASTE WILL BE DISPOSED OF IN ACCORDANCE WITH MINNESOTA RULES, CHAPTER 7041. PORTABLE TOILETS WILL BE PERIODICALLY EMPTIED AND THE WASTE HAULED OFF-SITE BY A LICENSED HAULER. (CSW PERMIT ITEM 12.6) 6. VEHICLE FUELING WILL ONLY OCCUR IN DESIGNATED AREAS. SPILL KITS SIZED APPROPRIATELY FOR THE AMOUNT OF REFUELING TAKING PLACE WILL BE LOCATED. SPILL KITS WILL BE CLEARLY LABELED AND CONTAIN MATERIALS TO ASSIST IN SPILL CLEANUP INCLUDING ABSORBENT PADS, BOOMS FOR CONTAINING SPILLS, AND HEAVY-DUTY PROTECTIVE GLOVES. SPILLS WILL BE REPORTED TO THE MINNESOTA DUTY OFFICER AS REQUIRED BY MINNESOTA STATUTES, SECTION 115.061. (CSW PERMIT ITEMS 2.3 AND 12.7) a. ANY FUEL TANKS BROUGHT ON-SITE WILL HAVE PROPERLY SIZED CONTAINMENT AND WILL NOT BE TOPPED OFF TO AVOID SPILLS FROM OVERFILLING. FUEL TANKS WILL MEET INDUSTRY STANDARDS (DESIGNED TO HOLD FUEL TYPE, PROPERLY MAINTAINED, NOT ILLEGALLY MODIFIED, NOT MISSING LEAK INDICATOR FLOATS FOR DOUBLE WALLED TANKS, SIGHT GAUGES NOT USED, ETC.) OR BE REMOVED FROM THE WORK AREA. b. GUIDELINES FOR SPILL PREVENTION AND RESPONSE INCLUDE: - TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED, INCLUDING THE USE OF DRIP PANS OR ABSORBENTS UNLESS INFEASIBLE; - PERFORM REGULAR PREVENTATIVE MAINTENANCE ON TANKS AND FUEL LINES; - INSPECT PUMPS, CYLINDERS, HOSES, VALVES, AND OTHER MECHANICAL EQUIPMENT ON-SITE FOR DAMAGE OR DETERIORATION; - DO NOT WASH OR RINSE FUELING AREAS WITH WATER; - MAINTAIN ADEQUATE SUPPLIES TO CLEAN UP DISCHARGED MATERIALS AND PROVIDE AN APPROPRIATE DISPOSAL METHOD FOR RECOVERED SPILLED MATERIALS; - REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINNESOTA STATUTES, SECTION 115.061, USING DRY CLEAN UP MEASURES WHERE POSSIBLE; AND - MAINTAIN COPIES OF SAFETY DATA SHEETS (SDSS) FOR HAZARDOUS MATERIALS ON-SITE IN LOCATIONS READILY AVAILABLE TO EMERGENCY RESPONDERS. 7. IF VEHICLE AND EQUIPMENT WASHING IS NECESSARY, A VEHICLE WASH STATION WILL BE LOCATED IN A DESIGNATED AREA. RUNOFF FROM THE WASHING AREA WILL BE CONTAINED IN A SEDIMENT BASIN AND WASTE FROM THE WASHING ACTIVITY WILL BE PROPERLY DISPOSED OF. ANY SOAPS, DETERGENTS, OR SOLVENTS WILL BE PROPERLY USED AND STORED. ANY DETERGENTS AND OTHER CLEANERS NOT PERMITTED FOR DISCHARGE WILL NOT BE USED. (CSW PERMIT ITEMS 2.3 AND 12.8) 8. THE PROJECT WILL NOT RESULT IN CONCRETE OR OTHER WASHOUT ACTIVITIES. IF NECESSARY, A DESCRIPTION OF THE STORAGE AND DISPOSAL OF CONCRETE AND OTHER WASHOUT WASTES SO THAT WASTES DO NOT CONTACT THE GROUND WILL BE ADDED. (CSW PERMIT ITEMS 2.3 AND 12.9) 8.0 PERMANENT COVER AND PERMIT TERMINATION CONDITIONS: 1. THE AREAS DISTURBED DURING CONSTRUCTION WILL BE STABILIZED WITH PERMANENT COVER UPON COMPLETION OF WORK. PERMANENT COVER MAY BE VEGETATIVE OR NON-VEGETATIVE, AS APPROPRIATE. ESTABLISHMENT OF PERMANENT COVER WILL INCLUDE A COMBINATION OF SEEDING, MULCHING, EROSION CONTROL BLANKETS, AND/OR PLACEMENT OF IMPERVIOUS SURFACES]. (CSW PERMIT ITEM 5.17) 2. FOR A CONSTRUCTION-SITE TO ACHIEVE “PERMANENT COVER”, THE FOLLOWING REQUIREMENTS MUST BE COMPLETED PRIOR TO TERMINATION OF PERMIT COVERAGE (CSW PERMIT SECTIONS 4 AND 13): a. ALL SOIL DISTURBING CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED AND PERMANENT COVER HAS BEEN INSTALLED OVER ALL AREAS. VEGETATIVE COVER CONSISTS OF A UNIFORM PERENNIAL VEGETATION WITH A DENSITY OF 70% OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOT REQUIRED WHERE THE FUNCTION OF A SPECIFIC AREA DICTATES NO VEGETATION (SUCH AS IMPERVIOUS SURFACES OR THE BASE OF A SAND FILTER). b. ALL SEDIMENT HAS BEEN REMOVED FROM CONVEYANCE SYSTEMS, INCLUDING CULVERTS. c. ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS HAVE BEEN REMOVED. BMPS DESIGNED TO DECOMPOSE ON-SITE MAY BE LEFT IN PLACE. 3. WITHIN 30 DAYS AFTER THE TERMINATION CONDITIONS ARE COMPLETE, A NOTICE OF TERMINATION (NOT) FORM WILL BE SUBMITTED TO THE MPCA. 11/02/20210 ISSUED FOR BIDPEBPEBADB2 7.3 4 2 6 2 3A 3B SLOPE INSTALLATION NOTES: 1. REFER TO MANUFACTURER RECOMMENDATIONS FOR STAPLE PATTERNS FOR SLOPE INSTALLATIONS. 2. PREPARE SOIL BY LOOSENING TOP 1-2 INCHES AND APPLY SEED (AND FERTILIZER WHERE REQUIRED) PRIOR TO INSTALLING BLANKETS. GROUND SHOULD BE SMOOTH AND FREE OF DEBRIS. 3. BEGIN (A) AT THE TOP OF THE SLOPE AND ROLL THE BLANKETS DOWN OR (B) AT ONE END OF THE SLOPE AND ROLL THE BLANKETS HORIZONTALLY ACROSS THE SLOPE. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 6" OVERLAP, WITH THE UPHILL BLANKET ON TOP. 5. WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH APPROXIMATELY 6" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART. 6. BLANKET MATERIALS SHALL BE AS SPECIFIED OR AS APPROVED BY ENGINEER. 5 - DETAIL: EROSION CONTROL BLANKET - INSTALLATION NOT TO SCALE FLOW FLOW SEDIMENT LOG 16" MINIMUMSEDIMENT LOG WOOD STAKE WOOD STAKE TO ONLY PENETRATE NETTING 16" MINDETAIL: EROSION LOG - STAKING - 4 NOT TO SCALE SIDE VIEW FLAT FRONT VIEW FLOW SEDIMENT LOG WOOD STAKE TO ONLY PENETRATE NETTING SIDE VIEW ON SLOPE 16" MINIMUM12" MINIMUM TOP VIEW WOOD STAKE OVERLAP ENDS NOTES: 1. INSTALL SEDIMENT LOG ALONG CONTOURS (CONSTANT ELEVATION). 2. REMOVE ALL SNOW AND SOIL IRREGULARITIES SO EROSION LOG IS IN FULL CONTACT WITH THE GROUND (NO GAPS SHALL BE PRESENT UNDER SEDIMENT LOG). 3. REMOVE ACCUMULATED SEDIMENT WHEN REACHING 1/3 OF LOG HEIGHT. 4. MAINTAIN SEDIMENT LOG THROUGHOUT THE CONSTRUCTION PERIOD AND REPAIR OR REPLACED AS REQUIRED. DUMP STRAP SILT SACK REBAR FOR BAG REMOVAL FROM INLET EXPANSION RESTRAINT DUMP STRAPS 3 - DETAIL: INLET PROTECTION - FILTER SACK NOT TO SCALE NOTES: 1. INSTALL INLET PROTECTION PRIOR TO ANY GRADING WORK IN THE AREA TO BE PROTECTED OR IMMEDIATELY FOLLOWING ANY CATCHBASIN INSTALLATION AND MAINTAIN THROUGHOUT THE CONSTRUCTION PERIOD. 2. MATERIALS SHALL BE SUFFICIENT TO ALLOW FLOW WHILE BLOCKING SEDIMENT. NO HOLES OR GAPS SHALL BE PRESENT IN/AROUND FILTER SACK. 3. CLEAN FILTER SACK AND REMOVE ACCUMULATED SEDIMENT AS REQUIRED TO ALLOW FLOW INTO THE CATCHBASIN AND PREVENT SEDIMENT FROM LEAVING THE DEVICE. 4. REMOVE DEVICE AND ANY ACCUMULATED SEDIMENT IN CONJUNCTION WITH THE FINAL GRADING AND SITE STABILIZATION. 5. INLET PROTECTION SHALL BE THE APPROPRIATE SIZE AND TYPE FOR THE STRUCTURE BEING PROTECTED. NOT TO SCALE 12' MI N DETAIL: CONSTRUCTION ENTRANCE - ROCK AS R E Q UI R E D - NOTES: 1. MAINTAIN ENTRANCE THROUGHOUT THE CONSTRUCTION PERIOD AND REPAIR OR REPLACE AS REQUIRED TO PREVENT TRACKING OFFSITE. 2. REMOVE ENTRANCE IN CONJUNCTION WITH FINAL GRADING AND SITE STABILIZATION. 1 LE N G T H A S R E Q U I R E D 50' M I N I M U M EXPAND FOR TURNING RADIUS AS REQUIRED 6" MINIMUM 1.5"-3" WASHED ROCK GEOTEXTILE FABRIC SEE NOTE 2 SEE NOTE 2 FLOW 2H:1V ( T Y P ) DETAIL: ROCK FILTER DIKE6 - 2' MIN. COARSE AGGREGATE (SIZE AND TYPE VARIES) EXISTING GRADE REMOVE ACCUMULATED SEDIMENT AND DEBRIS, MAINTAIN AND REPLACE ROCK AS REQUIRED A A VARIES 6"EXISTING GRADE SECTION A-A SECTION VIEW ASREQUIREDNOTES: 1. AGGREGATE SIZE MAY VARY AND DEPENDING ON CHANNEL/POND SIZE, FLOW, SEDIMENT LOAD OR OTHER SITE CONDITIONS. AGGREGATE USED SHOULD BE FREE OF FINE SEDIMENT PRIOR TO INSTALLATION. 2. CLEAN OR REPLACE WHEN SEDIMENT BUILD UP REACHES 1/2 OF THE DIKE HEIGHT. ALTERNATIVELY A SECOND ROCK FILTER DIKE MAY BE INSTALLED DOWNSTREAM OF THE EXISTING DIKE AT A SUITABLE DISTANCE. 3. MAINTAIN THROUGHOUT THE CONSTRUCTION PERIOD. ROCK AND ANY ACCUMULATED SEDIMENT SHALL BE REMOVED IN CONJUNCTION WITH THE FINAL GRADING AND SITE STABILIZATION. 2 - DETAIL: FLOTATION SILT CURTAIN - NOT USED NOT TO SCALE NOTES: 1. INSTALL SILT CURTAIN PRIOR TO ANY CONSTRUCTION ACTIVITIES IN AREAS DRAINING TO OPEN WATER OR WORK IN WATER. 2. ANCHOR TENSION CABLE AT SHORE AT BOTH END WITH STEEL POSTS OF DIAMETER AND LENGTH SUFFICIENT TO PREVENT BENDING AND PULL-OUT. 3. ELIMINATE ANCHOR AND CABLE FOR WATER DEPTHS LESS THAN 3'-0" OR DISTANCE BETWEEN SHORE ANCHORS FOR TENSION CABLE OF LESS THAN 100' 4. CURTAIN WEIGHT SHALL BE HEAVY ENOUGH TO HOLD CURTAIN VERTICAL IN CURRENT AND WAVES TYPICAL FOR THE SITE. 5. SILT CURTAIN MATERIALS SHALL CONFORM TO MN/DOT SPECIFICATION 3887. 6. MAINTAIN SILT CURTAIN AND REPAIR OR REPLACE AS REQUIRED TO PREVENT DISCHARGE OF SEDIMENT TO PROTECTED WATER BODY. 7. REMOVE ANY ACCUMULATED SEDIMENT PRIOR TO REMOVAL OF SILT CURTAIN. 8. REMOVE SILT CURTAIN FOLLOWING SITE STABILIZATION OR AS DIRECTED BY ENGINEER. CURTAIN WEIGHT (MUST REST ON BOTTOM) BOTTOM DEPTH VARIESTENSION CABLE 1-24 LB (MIN) ANCHOR @ 100' SPACING (MAX) CURTAIN FABRIC GALVANIZED ANCHOR CABLE (FOR DEPTHS >3 FT OR CURTAIN LENGTH >100 LF) WATER SURFACEOPEN WATER (PROTECTED SIDE) REVISION DESCRIPTIONDATEAPP.BYNO. CHK. TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Suite 200 4300 MARKETPOINTE DRIVE BARR ENGINEERING CO. Fax: (952) 832-2601 www.barr.com Ph: 1-800-632-2277 Project Office: PRINTED NAME MINNEAPOLIS, MN 55435 AS SHOWN 11/02/2021 ADB2 PEB PEB KLC CITY OF CRYSTAL CRYSTAL, MINNESOTA CENTRAL CORE STORMWATER PROJECT CRYSTAL, MINNESOTA EROSION AND SEDIMENT CONTROL DETAILS 23/27-1802.00 S088 G-05 0 11/02/2021 54931 ISSUED FOR BID PATRICK E. BROCKAMP CADD USER: PATRICK E. BROCKAMP FILE: M:\DESIGN\23271802.00\2327180200_G-05.DWG PLOT SCALE: 1:2 PLOT DATE: 10/15/2021 1:38 PMCLIENT AGENCY BID CONSTRUCTION RECORD 12/15/2009/15/21----- ------- ---11/02/21--- ------- ------- A B C 0 1 2 3 WOOD STAKE WOOD STAKE TO ONLY PENETRATE NETTING DETAIL: SILT FENCE - MACHINE SLICED - 7 NOT TO SCALE DOWNSTREAM VIEW SECTION VIEW24" MIN.EMBED POST5 FT. MIN. LENGTH POST AT 4 FT. MAX. SPACING GEOTEXTILE FABRIC, 36" MIN. MACHINE SLICE 8" TO 12" DEPTH (PLUS 6" FLAP) GRADE PLASTIC ZIP TIES (MIN. 50 LBS TENSILE STRENGTH) ON TOP 8" MIN. 3 PER POST RUNOFF FLOW DIRECTION MACHINE SLICE 8"-12" DEPTH (PLUS 6" FLAP) MACHINE SLICED SILT FENCE PER MN/DOT STD. SPECIFICATION 3886, INSTALL PER MN/DOT STD. SPEC. 2573 4' MAX. (TYP.) NOTES: 1. INSTALL SILT FENCE PRIOR TO ANY GRADING WORK IN THE AREA TO BE PROTECTED AND MAINTAIN THROUGHOUT THE CONSTRUCTION PERIOD. REMOVE SILT FENCE AND ANY ACCUMULATED SEDIMENT IN CONJUNCTION WITH THE FINAL GRADING AND SITE STABILIZATION. 2. SILT FENCE MATERIALS AND INSTALLATION SHALL MEET THE REQUIREMENTS OF MN/DOT SPECIFICATIONS 2573 AND 3886. 3. NO HOLES OR GAPS SHALL BE PRESENT IN/UNDER SILT FENCE. PREPARE AREA AS NEEDED TO SMOOTH SURFACE OR REMOVE DEBRIS. 4. REMOVE ACCUMULATED SEDIMENT WHEN BUILD UP REACHES 1/3 OF FENCE HEIGHT. OR INSTALL A SECOND SILT FENCE DOWNSTREAM OF THE ORIGINAL FENCE AT A SUITABLE DISTANCE. 5. WHEN SPLICES ARE NECESSARY MAKE SPLICE AT POST ACCORDING TO SPLICE DETAIL. PLACE THE END POST OF THE SECOND FENCE INSIDE THE END POST OF THE FIRST FENCE. ROTATE BOTH POSTS TOGETHER AT LEAST 180 DEGREES TO CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL. CUT THE FABRIC NEAR THE BOTTOM OF THE POSTS TO ACCOMMODATE THE 6 INCH FLAP, THEN DRIVE BOTH POSTS AND BURY THE FLAP AND COMPACT BACKFILL. 11/02/20210 ISSUED FOR BIDPEBPEBADB2 7.3 OEOEOE>>>>>>>>>>>>>>>>>>>X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXOE OEGG870870870870875875875875 870870875875880880885885890890870870875875880880X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXGP-01 NEENAH R-2548 GP-02 WITH SAFL BAFFLE NEENAH R-2548 (2) 865865865865865865 86486486686647 LF - 15" RC P 54 LF - 42" RCP0+00 1+00 2+00 3+00 4+004+843H:1V 4H:1V 3H:1V 4H:1V 4H : 1V 865865 870870 875875 862862 863863 864864 866866 867867 868868 869869 871871 872872 873873 874874 876876 877877 865865 870870 875875 862862 863863 864864 866866 867867 868868 869869 871871872872873873874874 876876877877 8658658628628638638648648668668678678658658 6 2 8 6 2 8 6 3 8 6 3 8 6 4 8 6 4866866867867 87 5 87 5 87 6 87 6 8768768 7 7 8 7 7 REVISION DESCRIPTIONDATEAPP.BYNO. CHK. TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Suite 200 4300 MARKETPOINTE DRIVE BARR ENGINEERING CO. Fax: (952) 832-2601 www.barr.com Ph: 1-800-632-2277 Project Office: PRINTED NAME MINNEAPOLIS, MN 55435 AS SHOWN 11/02/2021 ADB2 PEB PEB KLC CITY OF CRYSTAL CRYSTAL, MINNESOTA CENTRAL CORE STORMWATER PROJECT CRYSTAL, MINNESOTA SITE PLAN GAULKE POND NORTH 23/27-1802.00 S088 C-01 0 11/02/2021 54931 ISSUED FOR BID PATRICK E. BROCKAMP CADD USER: PATRICK E. BROCKAMP FILE: M:\DESIGN\23271802.00\2327180200_C-01.DWG PLOT SCALE: 1:2 PLOT DATE: 10/15/2021 1:38 PMN1 - PLAN: SITE PLAN - NORTH CLIENT AGENCY BID CONSTRUCTION RECORD 12/15/2009/15/21----- ------- ---11/02/21--- ------- ------- A B C 0 1 2 3 INSTALL 415 LF OF NEW GALVANIZED CHAIN LINK FENCE B612 CURB AND GUTTER SEE 1 C-08 1 C-06 2 C-06 2 C-05 WETLAND BOUNDARY SCALE IN FEET 40200 EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED FENCE CONSTRUCTION LIMITS PROPERTY LINE SHEET REFERENCE EXISTING STORM SEWER EXISTING FLARED END SECTION EXISTING STORM MANHOLE EXISTING STORM CATCHBASIN PROPOSED STORM MANHOLE PROPOSED FLARED END SECTION RIPRAP APRON AT FLARED END, SEE >> 1 C-07 LEGEND 880 875 874 1. SALVAGE ALL TOPSOIL FROM WITHIN GRADING EXTENTS. TOPSOIL DEPTH VARIES. 2. CONTRACTOR SHALL MINIMIZE DISTURBANCE OF EXISTING VEGETATION WHERE POSSIBLE IN AREAS WHERE GRADING IS NOT TO OCCUR. 3. STAGING AREA WILL BE ALONG THE SOUTHERN PORTION OF THE PUBLIC WORKS SITE - COORDINATE WITH CITY STAFF ON BOUNDARY OF STAGING. STAGING AREA IS ALLOWED OUTSIDE OF THE CONSTRUCTION LIMITS, AS APPROVED BY THE OWNER. NOTES SEE SHEET C-03EXISTING CONCRETE SLAB EXISTING BUILDING OUTLINE PROPERTY LIMITS 42" RCP F.E.S. INVERT EL. 862.75' CONSTRUCTION LIMITS EXISTING CONCRETE SLAB SEE SHEET C-02 INSTALL RIPRAP AT FLARED END TYP, SEE 1 C-07 TIP-OUT CURB 1 C-05 PIPE OFFSET FROM CENTER X X X ADD SECTION OF FENCE TO REPLACE RELOCATED GATEINSTALL SALVAGED GATE EXISTING ASPHALT PAVEMENT (APPROX) EXISTING GRAVEL ASPHALT PAVEMENT SEE 2 C-08 CLASS 5 AGGREGATE (6") SAWCUT 11/02/20210 ISSUED FOR BIDPEBPEBADB2 7.3 XX>>4H:1V 865865 865865 865865865865 862862 862862 862862 862862 863863 863863 863863 863863 864864 864864 864864 864864 866866 866866 866866866866 867867 867867867867 867867 868868 868868 868868 869869 4H:1V 4H:1V 4H:1V 8648648 6 6 8 6 6 870870 880880 890890 900900 870870 870870 880880880880 890890 890890900900 ALIGNMENT - GAULKE POND GRADING 860 865 870 875 860 865 870 875 0+00 1+00 2+00 3+00 REVISION DESCRIPTIONDATEAPP.BYNO. CHK. TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Suite 200 4300 MARKETPOINTE DRIVE BARR ENGINEERING CO. Fax: (952) 832-2601 www.barr.com Ph: 1-800-632-2277 Project Office: PRINTED NAME MINNEAPOLIS, MN 55435 AS SHOWN 11/02/2021 ADB2 PEB PEB KLC CITY OF CRYSTAL CRYSTAL, MINNESOTA CENTRAL CORE STORMWATER PROJECT CRYSTAL, MINNESOTA SITE PLAN GAULKE POND SOUTH 23/27-1802.00 S088 C-02 0 11/02/2021 54931 ISSUED FOR BID PATRICK E. BROCKAMP CADD USER: PATRICK E. BROCKAMP FILE: M:\DESIGN\23271802.00\2327180200_C-02.DWG PLOT SCALE: 1:2 PLOT DATE: 10/15/2021 1:38 PMN1 - PLAN: SITE PLAN - SOUTH CLIENT AGENCY BID CONSTRUCTION RECORD 12/15/2009/15/21----- ------- ---11/02/21--- ------- ------- A B C 0 1 2 3 2 - WETLAND BOUNDARY 1. SALVAGE ALL TOPSOIL FROM WITHIN GRADING EXTENTS. TOPSOIL DEPTH VARIES. 2. CONTRACTOR SHALL MINIMIZE DISTURBANCE OF EXISTING VEGETATION WHERE POSSIBLE IN AREAS WHERE GRADING IS NOT TO OCCUR. 3. TREES ON THE SOUTHERN PORTION OF THE POND WERE NOT SURVEYED. DREDGING LIMITS ON THE SOUTHERN PORTION OF THE POND (EAST, WEST, SOUTH SIDES) MAY BE MODIFIED TO PROTECT EXISTING TREES. ENGINEER TO APPROVE ANY REMOVAL OF TREES NOT MARKED FOR REMOVAL ON THE DEMO PLANS. TREE/LIMB REMOVALS AROUND THE POND EDGE ARE CONSIDERED INCIDENTAL TO THE CLEARING AND GRUBBING BID ITEM. PROPERTY LIMITS CONSTRUCTION LIMITS EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR CONSTRUCTION LIMITS PROPERTY LINE SHEET REFERENCE EXISTING STORM SEWER EXISTING FLARED END SECTION >> LEGEND 880 875 874 NOTES SCALE IN FEET 60300SEE SHEET C-01SEE SHEET C-03 39TH AVE NNO ACCESS EX 27" RCP FES INV 874.0 2 - SECTION: TYPICAL POND SECTION EXISTING GRADE POND BOTTOM EL. 862.0 4H:1VMATCH EXISTING HORIZONTAL SCALE IN FEET 40200 VERTICAL SCALE IN FEET 840 MATCH EXISTING 4H : 1V PROPOSED GRADE NORMAL WATER EL. 864.5 11/02/20210 ISSUED FOR BIDPEBPEBADB2 7.3 OEOEOE> > > > > > > > > > > > > >>>>>>>>>>>>> > > > >>>X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXSANSANSANSANSAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEXXX SAN SAN SAN SANSANSANSANSANOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANG (ABANDONED)G (ABANDONED)G (ABANDONED)G (ABANDONED)G (ABANDONED)G (ABANDONED)G (ABANDONED)G (ABANDONED)G (ABANDONED)G (ABANDONED)G (ABANDONED)G (ABANDONED)G (ABANDONED)G (ABANDONED)SANSANSANSANSANSANSANSANSANSANSANSANWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG G G G G G G G G G G G G G G G W W W UE UE UE UE U E UE U E UE UE U E UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE870870875875880880 885885890890895895895895895895 89 0 89 0 GP-03 SEE GP-05870870870870875875875875880880885885 890890870870875875880880885885890890890890890890GP-06 NEENAH R-1733 SEE 3 0 " R C P 865865 862862 863863 864864 866866 867867 86586586286286386386486486686686786786886886986930" RCP 160 LF - 36" RCP 870870875875880880885885 890890871871872872873873874874876876877877878878879879881881882882 883883 884884 886886 887887 888888 889889 891891 892892 893893 89 3 89 3 0+00 1+00 2+00 2+772+310+001+00 2+0057 0 L F - 1 8 " H D P E 0+00 1+ 0 0 2+ 0 0 3+00 GP-04 SEE 873873874874875875876876877877878878879879880880881881882882883883884884REVISION DESCRIPTIONDATEAPP.BYNO. CHK. TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Suite 200 4300 MARKETPOINTE DRIVE BARR ENGINEERING CO. Fax: (952) 832-2601 www.barr.com Ph: 1-800-632-2277 Project Office: PRINTED NAME MINNEAPOLIS, MN 55435 AS SHOWN 11/02/2021 ADB2 PEB PEB KLC CITY OF CRYSTAL CRYSTAL, MINNESOTA CENTRAL CORE STORMWATER PROJECT CRYSTAL, MINNESOTA SITE PLAN LIFT STATION, WING WALL, AND ACCESS 23/27-1802.00 S088 C-03 0 11/02/2021 54931 ISSUED FOR BID PATRICK E. BROCKAMP CADD USER: PATRICK E. BROCKAMP FILE: M:\DESIGN\23271802.00\2327180200_C-03.DWG PLOT SCALE: 1:2 PLOT DATE: 10/15/2021 1:39 PMN1 - PLAN: LIFT STATION PLAN CLIENT AGENCY BID CONSTRUCTION RECORD 12/15/2009/15/21----- ------- ---11/02/21--- ------- ------- A B C 0 1 2 3 SCALE IN FEET 40200 EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR CONSTRUCTION LIMITS PROPERTY LINE PROPOSED EASEMENT PROPOSED ELECTRIC PROPOSED CONCRETE SHEET REFERENCE EXISTING STORM SEWER EXISTING FLARED END SECTION EXISTING STORM MANHOLE EXISTING STORM CATCHBASIN PROPOSED STORM MANHOLE >> LEGEND 880 875 874 1. SALVAGE ALL TOPSOIL FROM WITHIN GRADING EXTENTS. TOPSOIL DEPTH VARIES. 2. CONTRACTOR SHALL MINIMIZE DISTURBANCE OF EXISTING VEGETATION WHERE POSSIBLE IN AREAS WHERE GRADING IS NOT TO OCCUR. 3. INSTALL ORANGE CONSTRUCTION SAFETY FENCING AROUND THE WORK AREA. MAINTAIN FENCING THROUGHOUT THE WORK PERIOD. NOTES PROTECT EXISTING CURB & SIDEWALK EXISTING BUILDING PROPERTY LIMITS EXISTING FENCE LINE EXISTING OVERHEAD ELECTRIC EXISTING UNDERGROUND ELECTRIC EXISTING UNDERGROUND TV LINE ADAIR AVE NCONSTRUCTION LIMITS 3 C-06 UE UE UE TRASHRACK, SEE S-02 FOR DETAIL CONNECT TO EX POWER SEE SHEET E-02 PROPOSED CONTROLS BUILDING, SEE WING WALL EXTENSION WING WALL EXTENSION SEE SHEET C-01SEE SHEET C-02PROPOSED EASEMENT CONNECT TO EXISTING 15" CPEP REPLACE CONCRETE WALK. MATCH EXISTING GRADES AND THICKNESS 3 C-05 1 P-02 PROTECT TREES 4 C-05 FAIR SCHOOL BUILDING 2 E-02 PROTECT EXISTING CONCRETE SWALE 4 C-07 EDGE OF ACCESS ROAD 2 C-04 NEW UNDERGROUND ELECTRIC, SEE E-02 REPAIR WOODEN BAFFLE BOX, SEE 5 C-07 40TH AVE N 14" DIP SEE SHEET C-0411/02/20210 ISSUED FOR BIDPEBPEBADB2 4 C-07 TRANSITION TO 18" HDPE 7.3 >>>>>>>>>>>>>>>>>>>>>> SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN >>>>>>>>>>>>> > >> >>>>>>>GGGGGGGGGGG G GGGGGGGG G G G G G G G (ABANDONED)G (ABANDONED)G (ABANDONED)G (ABANDONED)G (ABANDONED)G (ABANDONED)G (ABANDONED)G (ABANDONED)G (ABANDONED) G G G G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWW W W W SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN570 LF - 18" HDPE 4+00 5+00 6+00 48" CBMH (584) RIM 890.19 NW-IE.(IN) 885.60 W-IE.(IN) 881.20 E-IE.(OUT) 880.90 NW-IE.(IN) 881.44 SUMP EL. 876.50 890890 891891 891891891891 89189189189189 2 89 2 892892 89289289 3 89 3 893893 893893894894894894 860 865 870 875 880 885 890 895 860 865 870 875 880 885 890 895 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+60 EX 21" RCP SANITARY SEWER EX 8" PVC SANITARY SEWER 48" CBMH (584) RIM 890.19 NW-IE.(IN) 885.60 W-IE.(IN) 881.20 E-IE.(OUT) 880.90 NW-IE.(IN) 881.44 SUMP EL. 876.50 APPROX 8" WATER MAIN APPROX 4" GAS MAIN ZONE OF POTENTIAL SAN SERVICE CONFLICT ZONE OF POTENTIAL WATER MAIN/HYDRANT CONFLICT PROPOSED FORCE MAIN DIRECTIONALLY DRILLED EX SANITARY MAIN - IN 40THVALVE MH PVI STA = 2+69.32 PVI EL = 879.54 EL 877.4 EL 883.6 EL 878.8 EL 877.2 EL 882.7 231 LF - 18" HDPE DR17 @ -1.00% 363 LF - 18" HDPE DR17 @ -0.50% EX STORM SEWER - IN 40TH PROPOSED LIFT STATION MH PROPOSED VALVE VAULT MH EXISTING GROUND 14"x18" DIP REDUCER, DIP TO HDPE TRANSITION FITTING APPROX 3" GAS MAIN APPROX BURIED ELECTRIC APPROX CATV REVISION DESCRIPTIONDATEAPP.BYNO. CHK. TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Suite 200 4300 MARKETPOINTE DRIVE BARR ENGINEERING CO. Fax: (952) 832-2601 www.barr.com Ph: 1-800-632-2277 Project Office: PRINTED NAME MINNEAPOLIS, MN 55435 AS SHOWN 11/02/2021 ADB2 PEB PEB KLC CITY OF CRYSTAL CRYSTAL, MINNESOTA CENTRAL CORE STORMWATER PROJECT CRYSTAL, MINNESOTA SITE PLAN FORCE MAIN PLAN AND PROFILE 23/27-1802.00 S088 C-04 0 11/02/2021 54931 ISSUED FOR BID PATRICK E. BROCKAMP CADD USER: PATRICK E. BROCKAMP FILE: M:\DESIGN\23271802.00\2327180200_C-04.DWG PLOT SCALE: 1:2 PLOT DATE: 10/15/2021 1:39 PMN1 - PLAN: FORCE MAIN PLAN CLIENT AGENCY BID CONSTRUCTION RECORD 12/15/20------ ------- ---11/02/21--- ------- ------- A B C 0 1 2 3 EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR CONSTRUCTION LIMITS PROPERTY LINE PROPOSED EASEMENT SHEET REFERENCE EXISTING STORM SEWER EXISTING STORM MANHOLE EXISTING STORM CATCHBASIN >> LEGEND 880 875 874 1. EXISTING UTILITY INFORMATION IS BASED ON A COMBINATION OF AS-BUILT DRAWINGS, FIELD MEASUREMENTS, AND TYPICAL BURY DEPTHS. ALL EXISTING UTILITIES SHALL BE CONSIDERED APPROXIMATE AND VERIFIED IN THE FIELD BY THE CONTRACTOR. 2. FORCE MAIN PIPING SHALL BE INSTALLED VIA DIRECTIONAL DRILLING TO THE EXTENT POSSIBLE. 3. FORCE MAIN ALIGNMENT SHOWN ASSUMES THE ENTIRE LENGTH CAN BE INSTALLED WITH ONE SETUP (NO INTERMEDIATE PITS). 4. SUBMIT A DRILLING PLAN PER SPECIFICATION 33 05 23. 5. MAINTAIN FORCE MAIN SLOPE DRAINING BACK TO THE PROPOSED LIFT STATION (NO HIGH POINTS OR SAGS). NOTES PROPERTY / CONSTRUCTION LIMITSSEE SHEET C-032 -- PROTECT TREES CONSTRUCTION LIMITS CONNECT TO EX STRUCTURE REMOVE AND REPLACE EXISTING NW 15" RCP NW-IE.(IN) 881.44 EX SAN MH RIM 891.23 W-IE.(IN) 872.17 E-IE.(OUT) 872.17 N-IE.(OUT) 876.65 S-IE.(OUT) 876.75 SUMP EL. 872.17 40TH AVE N ZANE AVE NPROPERTY / CONSTRUCTION LIMITS 45° BEND FORCEMAIN PIPE 2 - PROFILE: FORCE MAIN 60300 HORIZONTAL SCALE IN FEET 40200 SCALE IN FEET 0 3 6 9 12 VERTICAL SCALE IN FEET 1. UTILITY POTHOLING, INCLUDING ALL PAVEMENT OR OTHER REMOVALS AND REPLACEMENT, IS CONSIDERED INCIDENTAL TO THE DIRECTIONAL DRILLING PAY ITEM. 2. PAVEMENT, SIDEWALK, CURB, REMOVAL AND REPLACEMENT OF EXISTING STORM SEWER PIPING, AND OTHER REMOVALS / REPLACEMENTS TO FACILITATE CONNECTING THE FORCE MAIN TO THE EXISTING MANHOLE IS INCIDENTAL TO THE DIRECTIONAL DRILLING PAY ITEM. 3. SUBMIT A DRILLING PLAN PER SPECIFICATION 33 05 23. PLAN SHALL INCLUDE ANTICIPATED REMOVALS. NOTES EXISTING SAN SERVICE (VERY APPROXIMATE) 11/02/20210 ISSUED FOR BIDPEBPEBADB2 NW-IE.(IN) 881.44 7.3 860 865 870 875 880 860 865 870 875 880 0+00 1+00 2+00 3+00 4+00 5+005+00 0.50% -8.0 0 % 0.00% 7.50% 40.00' VC K=4.71 PVC STA = 1+21.69 PVC EL = 871.01 PVT STA = 1+61.69 PVT EL = 869.51 PVI STA = 0+26.88 PVI EL = 870.53 PVI STA = 4+78.92 PVI EL = 876.37 50.00' VC PVC STA = 3+28.96 PVC ELEV = 867.00 PVT STA = 3+78.96 PVT ELEV = 868.88 K=6.67 40.00' VC PVC STA = 1+73.05 PVC ELEV = 868.60 PVT STA = 2+13.05 PVT ELEV = 867.00 K=5.00 SCHOOL ACCESS 868 870 875 880 885 868 870 875 880 885 -0+20 0+00 1+00 2+00 2+60 0.00% 10.00 % -2.30%2.50% 50.00' VC K=4.07 PVC STA = 0+89.52 PVC EL = 877.39 PVT STA = 1+39.52 PVT EL = 879.32 PVI STA = 0+00.00 PVI EL = 872.50 PVI STA = 2+31.38 PVI EL = 878.87 50.00' VC PVC STA = 0+15.57 PVC ELEV = 872.50 PVT STA = 0+65.57 PVT ELEV = 875.00 K=5.00 50.00' VC PVC STA = 1+71.60 PVC ELEV = 878.58 PVT STA = 2+21.60 PVT ELEV = 878.63 K=10.42 870 875 880 885 870 875 880 885 0+00 1+00 2+00 3+00 3+80 -3.20% 0.40% 2.00% 0.30% PVI STA = 0+00.00 PVI EL = 877.72 PVI STA = 0+59.99 PVI EL = 875.80 PVI STA = 1+31.23 PVI EL = 876.08 PVI STA = 1+98.62 PVI EL = 877.43 PVI STA = 3+68.99 PVI EL = 877.94 ACCESS-LS (1) 870 875 880 885 890 895 870 875 880 885 890 895 0+00 1+00 2+00 3+00 3+10 PVI STA = 0+02.61 PVI EL = 874.00 PVI STA = 2+77.18 PVI EL = 893.06 30.00' VC K=5.00 PVC STA = 1+83.45 PVC EL = 887.03 PVT STA = 2+13.45 PVT EL = 889.13 EXISTING CONCRETE WING WALL 0.00% 10.00 % 4.00% 8.00% 20.00' VC PVC STA = 2+55.73 PVC ELEV = 892.06 PVT STA = 2+75.73 PVT ELEV = 893.03 K=3.18 GP-03 20.00' VC PVC STA = 0+43.10 PVC ELEV = 874.00 PVT STA = 0+63.10 PVT ELEV = 875.00 K=2.00 20.00' VC PVC STA = 2+14.91 PVC ELEV = 889.19 PVT STA = 2+34.91 PVT ELEV = 890.39 K=5.00 REVISION DESCRIPTIONDATEAPP.BYNO. CHK. TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Suite 200 4300 MARKETPOINTE DRIVE BARR ENGINEERING CO. Fax: (952) 832-2601 www.barr.com Ph: 1-800-632-2277 Project Office: PRINTED NAME MINNEAPOLIS, MN 55435 AS SHOWN 11/02/2021 ADB2 PEB PEB KLC CITY OF CRYSTAL CRYSTAL, MINNESOTA CENTRAL CORE STORMWATER PROJECT CRYSTAL, MINNESOTA ACCESS ROAD AND CURB PROFILES 23/27-1802.00 S088 C-05 0 11/02/2021 54931 ISSUED FOR BID PATRICK E. BROCKAMP CADD USER: PATRICK E. BROCKAMP FILE: M:\DESIGN\23271802.00\2327180200_C-05.DWG PLOT SCALE: 1:2 PLOT DATE: 10/15/2021 1:39 PMCLIENT AGENCY BID CONSTRUCTION RECORD 12/15/2009/15/21----- ------- ---11/02/21--- ------- ------- A B C 0 1 2 3 2 C-01 PROFILE: POND ACCESS ROAD EXISTING GRADE MATCH EXISTING MATCH EXISTING HORIZONTAL SCALE IN FEET 40200 VERTICAL SCALE IN FEET 840 42" RCP SEE 2 C-06 3 C-03 PROFILE: SCHOOL ACCESS ROAD EXISTING GRADE ℄ LIFT STATION ACCESS ROAD HORIZONTAL SCALE IN FEET 40200 VERTICAL SCALE IN FEET 840 PROPOSED GRADE PROPOSED GRADE 1 C-01 PROFILE: TOP BACK OF CURB EXISTING GRADE HORIZONTAL SCALE IN FEET 40200 VERTICAL SCALE IN FEET 840 PROPOSED TOP BACK OF CURB 4 C-03 PROFILE: LIFT STATION ACCESS EXISTING GRADE HORIZONTAL SCALE IN FEET 40200 VERTICAL SCALE IN FEET 840 PROPOSED GRADE 11/02/20210 ISSUED FOR BIDPEBPEBADB2 7.3 ALIGNMENT - PIPE NETWORK WEST-EAST 855 860 865 870 875 880 855 860 865 870 875 880 0+00 1+00 52 LF - 15" RCP @ 0.50% 84" MH (GP-02) RIM 875.20 N-IE.(IN) 865.31 S-IE.(OUT) 864.04 W-IE.(IN) 868.78 SUMP EL. 858.04 48" MH (GP-01) RIM 874.80 E-IE.(OUT) 869.04 SUMP EL. 869.04 ALIGNMENT - PIPE NETWORK NORTH-SOUTH 855 860 865 870 875 880 855 860 865 870 875 880 0+00 1+00 2+00 3+00 58 LF - 42" RCP @ 0.50% 42" RCP F.E.S. INVERT EL. 863.75' EL 863.00 EL 869.00 84" MH (GP-02) RIM 875.20 N-IE.(IN) 865.31 S-IE.(OUT) 864.04 W-IE.(IN) 868.78 SUMP EL. 858.04 EX 36" RCP ACCESS ROAD WIDTH VARIES SEE PLAN CL - LIFT STATION PIPING 855 860 865 870 875 880 885 890 895 855 860 865 870 875 880 885 890 895 0+00 1+00 2+00 3+00 4+00 4+50 EX 15" CPEP 13 LF - 30" RCP @ 0.00% 120" LSMH (GP-04) RIM 887.50 W-IE.(IN) 863.00 E-IE.(OUT) 877.40 SUMP EL. 861.00 EXISTING CONCRETE WING WALL 87 LF - 36" RCP @ 0.00% NWL 864.50 96" MH (GP-05) RIM 888.20 W-IE.(IN) 877.40 E-IE.(OUT) 877.40 SUMP EL. 874.40 EX 15" CPEP EX 48" CB RIM 891.77 NW-IE.(IN) 884.05 SE-IE.(OUT) 884.05 NE-IE.(IN) 889.70 SUMP EL. 884.05 14" DIP PIPING, SEE SHEET P-02 72 LF - CL IV 36" RCP @ 0.00% FORCE MAIN PIPING, SEE SHEET C-04 48" MH (GP-06) RIM 891.76 SE-IE.(OUT) 883.63 NW-IE.(IN) 883.63 SUMP EL. 883.63 72" MH (GP-03) RIM 875.00 NW-IE.(IN) 863.50 E-IE.(OUT) 863.00 SW-IE.(IN) 863.50 SUMP EL. 860.20 REVISION DESCRIPTIONDATEAPP.BYNO. CHK. TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Suite 200 4300 MARKETPOINTE DRIVE BARR ENGINEERING CO. Fax: (952) 832-2601 www.barr.com Ph: 1-800-632-2277 Project Office: PRINTED NAME MINNEAPOLIS, MN 55435 AS SHOWN 11/02/2021 ADB2 PEB PEB KLC CITY OF CRYSTAL CRYSTAL, MINNESOTA CENTRAL CORE STORMWATER PROJECT CRYSTAL, MINNESOTA STORM SEWER PROFILES 23/27-1802.00 S088 C-06 0 11/02/2021 54931 ISSUED FOR BID PATRICK E. BROCKAMP CADD USER: PATRICK E. BROCKAMP FILE: M:\DESIGN\23271802.00\2327180200_C-06.DWG PLOT SCALE: 1:2 PLOT DATE: 10/15/2021 1:40 PM1 C-01 PROFILE: STORM SEWER CLIENT AGENCY BID CONSTRUCTION RECORD 12/15/2009/15/21----- ------- ---11/02/21--- ------- ------- A B C 0 1 2 3 4H : 1V HORIZONTAL SCALE IN FEET 40200 VERTICAL SCALE IN FEET 840 2 C-01 PROFILE: STORM SEWER HORIZONTAL SCALE IN FEET 40200 VERTICAL SCALE IN FEET 840 EXISTING GRADE POND BOTTOM EL. 862.0'3H:1V EXISTING 60" MH EXISTING 36" RCP EXISTING GRADE SAFL BAFFLE, SEE 3 C-07 2% TYP MATCH EXISTING PROPOSED GRADE 3 C-03 PROFILE: LIFT STATION HORIZONTAL SCALE IN FEET 40200 VERTICAL SCALE IN FEET 100 20 SEE 4 C-06 SEE 1,2 P-02 SEE P-02 1,2 1. RCP PIPE CLASS SHALL BE THE LOWEST AVAILABLE CLASS BASED ON PIPE SIZE AND MANUFACTURERS RECOMMENDED BURY DEPTH, UNLESS SPECIFIED OTHERWISE. NOTES PROPOSED GRADE 11/02/20210 ISSUED FOR BIDPEBPEBADB2 7.3 REVISION DESCRIPTIONDATEAPP.BYNO. CHK. TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Suite 200 4300 MARKETPOINTE DRIVE BARR ENGINEERING CO. Fax: (952) 832-2601 www.barr.com Ph: 1-800-632-2277 Project Office: PRINTED NAME MINNEAPOLIS, MN 55435 AS SHOWN 11/02/2021 ADB2 PEB PEB KLC CITY OF CRYSTAL CRYSTAL, MINNESOTA CENTRAL CORE STORMWATER PROJECT CRYSTAL, MINNESOTA STORM SEWER DETAILS 23/27-1802.00 S088 C-07 0 11/02/2021 54931 ISSUED FOR BID PATRICK E. BROCKAMP CADD USER: PATRICK E. BROCKAMP FILE: M:\DESIGN\23271802.00\2327180200_C-07.DWG PLOT SCALE: 1:2 PLOT DATE: 10/15/2021 1:40 PMNOT TO SCALE DETAIL: RIPRAP OUTFALL -- A 2'-0" (TYP) NOT TO SCALE SECTION1B -- NOT TO SCALE SECTION -- 1A B -- FLARED END SECTION ALUMANIZED STEEL 4 1 4 1 1 NOTES: 1. GEOTEXTILE FABRIC SHOULD COVER THE AREA OF THE RIPRAP AND EXTEND UNDER THE PIPE END APRON 3 FEET MINIMUM. 2. DIMENSIONS AND QUANTITIES REFERENCE MN/DOT STANDARD PLATES 3133D AND 3134D. - SEE TABLE FOR LENGTH OF RIPRAP REQUIRED MnDOT RIPRAP (SEE TABLE FOR CLASS & DEPTH) MnDOT RIPRAP (SEE TABLE FOR CLASS & DEPTH)18"18"FES SIZE (IN) RIPRAP LENGTH (FT)RIPRAP CLASS RIPRAP DEPTH (IN)RIPRAP QTY (CY) 42 18 III 18 20 48 20 III 18 24 WING WALL SEE PLAN III 18 30 GRANULAR FILTER MATERIAL GRANULAR FILTER MATERIAL CLIENT AGENCY BID CONSTRUCTION RECORD 12/15/2009/15/21----- ------- ---11/02/21--- ------- ------- A B C 0 1 2 3 PLAN AND SECTION: SAFL BAFFLE AND MANHOLE STRUCTURE3 NOT TO SCALE- 12 15 18 21 24 27 30 36 36 36 36 46 46 46 57 57 130 130 130 140 140 140 150 150 230 230 230 220 220 220 210 210 12 12 12 12 12 12 12 12 MIN. 4 FT.d (IN.) H (IN.)MIN. MAX. y (IN.)Ys H Ys y Ө (DEG.) D 24"Ø OUTLET INLET OUTLET INLET d dC/L C/L Ө H 18" OR 24" FRONT SIDE SAFL BAFFLE PANEL TOP VIEW OF SUMP SIDE VIEW OF SUMP DETAIL A This generic detail does not encompass the sizing, fit, and applicability of the SAFL Baffle for this specific project. It is the ultimate responsibility of the design engineer to assure that the design is in compliance with all applicable laws and regulations. The SAFL Baffle is a patented technology of Upstream Technologies, Inc. and the University of Minnesota. Neither Upstream Technologies nor the University of Minnesota approves plans, sizing, or system designs. 3 8" DIA. ANCHOR BOLT 2" EMBEDMENT 1" x 1" STEEL TUBE FRAME NUT W/LOCK WASHER CASTING 24" INSIDE DIA. FLOW DETAIL AVARIESD SAFL BAFFLE STANDARD DETAIL UPSTREAM TECHNOLOGIES INC. 600 COUNTY ROAD D WEST, STE 14 NEW BRIGHTON, MN 55112 651.237.5123 PATENT PROTECTED Patents: US #8663466B2 - US #8715507B2 - US #9506237B2 - CA #2742207 NOTES: * IDEAL BAFFLE HEIGHT = DISTANCE FROM TOP OF THE HIGHEST INLET PIPE TO THE BOTTOM OF THE OUTLET PIPE PLUS 18" OR GREATER * MINIMUM ACCEPTABLE BAFFLE HEIGHT = DISTANCE FROM TOP OF THE HIGHEST INLET PIPE TO THE BOTTOM OF THE OUTLET PIPE PLUS 12" * HEIGHTS GREATER THAN 57" REQUIRE 2 BAFFLES STACKED * CONTACT UPSTREAM TECHNOLOGIES FOR PIPES LARGER THAN 48" I.D. Yb YtMIN. 3 FT.Yb 0" to 6"Yt DETAIL: NON-RIGID STORM SEWER TRENCH2 NOT TO SCALE- SPRING LINE HAUNCHING 6" BEDDING NOTES: 1. IMPORTED PIPE EMBEDMENT MATERIAL PER MnDOT SPEC. 3149.2F GRANULAR BEDDING. 2. IMPORTED PIPE EMBEDMENT MATERIAL SHALL BE COMPACTED IN UNIFORM LIFTS, 8" OR LESS IN DEPTH, LOOSE MEASURE, TO 95% STANDARD PROCTOR DENSITY FROM THE BEDDING TO A MINIMUM DEPTH OF AT LEAST 12" ABOVE THE CROWN OF THE PIPE.PIPE EMBEDMENT(IMPORTED MATERIAL)SUITABLE FOUNDATION (MAY NOT BE REQUIRED) FINAL BACKFILL INITIAL BACKFILL MIN. TRENCH WIDTH (SEE TABLE) PIPE DIAM.MIN. TRENCH WIDTH SEE SPECIFICATION FOR COMPACTION REQUIREMENTS 12"INCHES INCHES 4 21 6 23 8 26 10 28 12 30 15 34 18 39 24 48 30 56 36 64 42 72 48 80 54 88 60 96 4 - DETAIL: 72" OVERFLOW MH (GP-03) NOT TO SCALE 6.0' 1.0' NOTES: 1. UNIT SHALL BE MADE FROM A36 STEEL, HOT DIP GALVANIZED AFTER FABRICATION PER ASTM A123. 2. BRACKETS AND ALL REQUIRED HARDWARE (BOLTS/WASHERS/ANCHORS) SHOULD BE PROVIDE BY MANUFACTURER. HAALA POND SKIMMER PLATE - PS72-86H EL. 875.0 EL. 876.0 5 C-03 DETAIL: BAFFLE BOX REPAIR NOT TO SCALE NOTES: 1. REPLACE DAMANGED, MISSING, AND ROTTED LUMBER WITH GREEN TREATED LUMBER - MATCH EXISTING. 2. ADD ADDITIONAL SCREWS AS REQUIRED TO SECURE EXISTING BOARDS. NOTES: 1. APPROVED EQUALS ALLOWED. 11/02/20210 ISSUED FOR BIDPEBPEBADB2 7.3 REVISION DESCRIPTIONDATEAPP.BYNO. CHK. TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Suite 200 4300 MARKETPOINTE DRIVE BARR ENGINEERING CO. Fax: (952) 832-2601 www.barr.com Ph: 1-800-632-2277 Project Office: PRINTED NAME MINNEAPOLIS, MN 55435 AS SHOWN 11/02/2021 ADB2 PEB PEB KLC CITY OF CRYSTAL CRYSTAL, MINNESOTA CENTRAL CORE STORMWATER PROJECT CRYSTAL, MINNESOTA CURB AND PAVING DETAILS 23/27-1802.00 S088 C-08 0 11/02/2021 54931 ISSUED FOR BID PATRICK E. BROCKAMP CADD USER: PATRICK E. BROCKAMP FILE: M:\DESIGN\23271802.00\2327180200_C-08.DWG PLOT SCALE: 1:2 PLOT DATE: 10/15/2021 1:40 PMCLIENT AGENCY BID CONSTRUCTION RECORD 12/15/2009/15/21----- ------- ---11/02/21--- ------- ------- A B C 0 1 2 3 1 - DETAIL: CONCRETE CURB AND GUTTER NOT TO SCALE DETAIL: STREET BITUMINOUS PAVEMENT3 -NOT TO SCALE VARIES 3" BITUMINOUS WEAR COURSE - SP 9.5 WEARING COURSE MIXTURE 2C - SP WE A 2 40 C 3" BITUMINOUS NON-WEAR COURSE - SP 12.5 NON-WEARING COURSE MIXTURE 2B - SP NW B 2 30 B 6" MIN. GRANULAR CLASS V AGGREGATE BASE - MnDOT SPEC 3138 EXISTING SOILS CURB AND GUTTERSAW CUT EDGE OF EXISTING PAVEMENT TO FULL DEPTH. NEW PAVEMENT SHALL NOT BE INSATLLED AGAINST ROUGH OR JAGGED EDGE. PLACE TACK COAT - MnDOT SPEC 2357 NOTES: 1. COMPACT UPPER 3 FEET OF EXISTING SUBGRADE TO MINIMUM 100% STANDARD PROCTOR DENSITY (ASTM D 698). 2. FIELD VERIFY AND MATCH EXISTING BITUMINOUS PAVEMENT CROSS SECTION FOR PATCHING. MATCH EXISTING BITUMINOUS PAVEMENT 11/02/20210 ISSUED FOR BIDPEBPEBADB2 DETAIL: PUBLIC WORKS LOT BITUMINOUS PAVEMENT2 -NOT TO SCALE VARIES 4" BITUMINOUS WEAR COURSE - SP 9.5 WEARING COURSE MIXTURE 2C - SP WE A 2 40 C 6" MIN. GRANULAR CLASS V AGGREGATE BASE - MnDOT SPEC 3138 EXISTING SOILS CURB AND GUTTERSAW CUT EDGE OF EXISTING PAVEMENT TO FULL DEPTH. NEW PAVEMENT SHALL NOT BE INSATLLED AGAINST ROUGH OR JAGGED EDGE. NOTES: 1. COMPACT UPPER 3 FEET OF EXISTING SUBGRADE TO MINIMUM 100% STANDARD PROCTOR DENSITY (ASTM D 698). MATCH EXISTING BITUMINOUS PAVEMENT 7.3 OEOE>>>>>>>>>XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX>>>>>>>OEOEG 870870 870870 875875 870870 88 0 88 0 XXXXXXXXXXXXXXXXXXXXXXXXXXXX> > > > > > > > > > > > >>X X X X X X X X X X X X X X X X X X X X X SANSANSANSANSAN SAN SAN SAN SAN SANCATVCATVCATVCATVCATVCATVCATVCATVCATVCATV CATVSANSANSANSANSANG (ABANDONED)G (ABANDONED)G (ABANDONED)G (ABANDONED)G (ABANDONED)WWWWWWWWGGGGGGGGGGGGGGG G G G REVISION DESCRIPTIONDATEAPP.BYNO. CHK. TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Suite 200 4300 MARKETPOINTE DRIVE BARR ENGINEERING CO. Fax: (952) 832-2601 www.barr.com Ph: 1-800-632-2277 Project Office: PRINTED NAME MINNEAPOLIS, MN 55435 AS SHOWN 11/02/2021 ADB2 PEB PEB KLC CITY OF CRYSTAL CRYSTAL, MINNESOTA CENTRAL CORE STORMWATER PROJECT CRYSTAL, MINNESOTA RESTORATION PLAN 23/27-1802.00 S088 C-09 0 11/02/2021 54931 ISSUED FOR BID PATRICK E. BROCKAMP CADD USER: PATRICK E. BROCKAMP FILE: M:\DESIGN\23271802.00\2327180200_C-09.DWG PLOT SCALE: 1:2 PLOT DATE: 10/15/2021 1:40 PMCLIENT AGENCY BID CONSTRUCTION RECORD 10/05/21------ ------- ---11/02/21--- ------- ------- A B C 0 1 2 3 EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED FENCE CONSTRUCTION LIMITS PROPERTY LINE PROPOSED FLARED END SECTION RIPRAP SEED MIX 1 - MNDOT 32-241 SUPPLEMENT WITH RED FESUE @ 20LB/ACRE WITH MNDOT CAT 3 TYPE 2S EROSION CONTROL BLANKET SEED MIX 2 - MNDOT 33-262 SUPPLEMENT WITH AMERICAN SLOUGH GRASS @3 LBS/ACRE WITH MNDOT CAT 3 TYPE 2S EROSION CONTROL BLANKET SEED MIX 3 - MNDOT 25-131 WITH HYDROMULCH SEDIMENT CONTROL LOG - INSTALL AFTER EROSION CONTROL BLANKET LEGEND 880 875 874 1. EROSION CONTROL BLANKET SHALL BE NATURAL NETTING - ANY PLASTIC NETTING WILL BE REMOVED AND REPLACED AT THE CONTRACTORS EXPENSE. 2. ANY EXOTIC INVASIVE PLANTS AND WEEDS WITHIN THE SEEDING AREAS SHALL BE SPRAYED WITH HERBICIDE 14 DAYS PRIOR TO SEEDING OR AS PER MANUFACTURE'S RECOMMENDATION. SIGNAGE INDICATING THE USE OF HERBICIDES MUST BE POSTED ON SITE. 3. ALL HERBICIDE APPLICATION SHALL BE APPLIED BY A LICENSED APPLICATOR WITHIN THE STATE OF MINNESOTA. 4. SEED IN ACCORDANCE WITH THE SPECIFICATIONS. SEEDING IS TO TAKE PLACE IMMEDIATELY FOLLOWING FINAL GRADING AND TOPSOIL PLACEMENT TO PREVENT EROSION AND COMPACTION. 5. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. IN THE CASE OF ANY DISCREPANCIES BETWEEN THIS DETAIL, PLANS, OR SPECIFICATIONS, THE SPECIFICATIONS SHALL GOVERN. 6. NO RUBBER TIRED EQUIPMENT IN SEEDING AREAS AFTER SOIL LOOSENING. LOW GROUND PRESSURE TRACKED EQUIPMENT ONLY. ANY COMPACTION OF PREVIOUSLY LOOSENED SOIL MUST BE LOOSENED. 7. ALL INCIDENTAL DISTURBANCE WITHIN THE SCHOOL PROPERTY OR STREET ROW SHALL BE RESTORED WITH SEED MIX 3 AND HYDROMULCH. 8. SEED MIX AREAS 1 AND 3 SHALL BE RESTORED WITH 6" OF TOPSOIL. RESTORATION NOTES X X X N2 - PLAN: RESTORATION PLAN 40200 SCALE IN FEET N1 - PLAN: RESTORATION PLAN 60300 SCALE IN FEET EROSION CONTROL BLANKET AND SEEDING STARTS AT ELEVATION 864.5 AND ENDS AT LIMITS OF DISTURBANCE 11/02/20210 ISSUED FOR BIDPEBPEBADB2 MATCHLINE MATCHLINE 7.3 NOTES:1. ISOMETRIC VIEW IS PRESENTED FOR INFORMATION ONLY AND SHOULD NOT, UNDER ANY CIRCUMSTANCES, BE USED FOR CONSTRUCTION, QUANTITY COMPUTATIONS,OR ANY OTHER DETAILED CONSTRUCTION RELATED TASK. ISOMETRIC VIEW IS NOT TO SCALE AND SHOULD NOT BE SCALED. NOT ALL ELEMENTS ARE SHOWN.1.0 GENERAL STRUCTURAL NOTES1. THESE NOTES ARE COMPLEMENTARY TO THE SPECIFICATIONS AND DRAWINGS AND REPRESENT MINIMUM REQUIREMENTS. REFER TO SOECIFICATIONS FOR ADDITIONAL REQUIREMENTS.2. DO NOT SCALE DRAWINGS. 3. GOVERNING CODES a. 2018 INTERNATIONAL BUILDING CODE AND REFERENCED STANDARDS WITH 2020 MINNESOTA BUILDING CODE AMENDMENTS.4. DESIGN LOADS a. WALL SURCHARGE = 100 PSF b. SOIL SATURATED UNIT WEIGHT = 125 PCF c. SOIL SHEAR STRENGTH = 235. CONCRETE: MINIMUM 28-DAY SPECIFIED COMPRESSIVE STRENGTH: 4,500 PSI. a. JOINT SEALER: i. SEALANT FOR USE IN FLOOR SLAB ISOLATION AND CONTRACTION JOINTS: 2-COMPONENT POLYURETHANESEALANT, SONOLASTIC SL2 SEALANT AS MANUFACTURED BY SONNEBORN, OR APPROVED EQUAL. ii. SEALANT FOR USE IN WALL JOINTS: 1-COMPONENT GUN GRADE POLYURETHANE SEALANT SONOLASTIC NP1AS MANUFACTURED BY SONNEBORN, SIKAFLEX-1A AS MANUFACTURED BY SIKA, OR APPROVED EQUAL. b. PREPARATION: ACI 301 5.3.1. c. CAST-IN-PLACE CONCRETE TOLERANCES: ACI 117 d. DELIVERY AND CONVEYANCE OF CONCRETE: i. DELIVERY: ASTM C94 ii. TIME OF DISCHARGE: ACI 301 4.3.2.2 iii. CONVEYANCE OF CONCRETE: ACI 301 5.3.2.2 AND 5.3.2.3 e. PLACEMENT OF CONCRETE : ACI 301 5.3.2 6. CAST-IN-PLACE ANCHORS: a. ANCHOR BOLTS/RODS: ASTM F1554, GRADE 36 b. NUTS ASTM 1563 HEAVY HEX (GRADE DH WHEN GALVANIZED) c. WASHERS: ASTM F436 7. POST-INSTALLED ANCHORS: a. ADHESIVE ANCHORS: HILTI HIT-RE 500-SD EPOXY ADHESIVE ANCHORING SYSTEM WITH HAS-E THREADED ROD PER ICC ESR-2322. b. MECHANICAL ANCHORS: HILTI KWIK BOLT-TZ EXPANSION ANCHORS PER ICC ESR-1917. 8. REBAR ANCHORS: ADHESIVE HILTI HIT-RE 500-SD EPOXY ADHESIVE ANCHORING SYSTEM WITH CONTINUOUSLY DEFORMED REBAR PER ICC ESR-2322. 9. PIPES: ASTM A53, GRADE B, SCHEDULE 40, FY = 35 KSI 10. STEEL PLATES AND BARS: ASTM A36, FY = 36 KSI 11. FASTENERS: a. HIGH STRENGTH BOLTS: ASTM F1852 TWIST-OFF BOLTS OR ASTM A325, TYPE 1 b. NUTS: ASTM A563, HEAVY HEX, GRADE C c. WASHERS: ASTM F436 d. COMPRESSIBLE WASHER TYPE DIRECT TENSION INDICATOR: ASTM F959 12. FILLER MATERIAL FOR WELDED CONNECTIONS: MINIMUM TENSILE STRENGTH OF 70,000 PSI (E70XX ELECTRODES) BARR PROJECT NO.CLIENT PROJECT NO.DWG NO.REV NO.DateScaleDrawnCheckedDesignedApprovedProject Office:Corporate Headquarters:Minneapolis, MinnesotaPh: 1-800-632-2277RELEASED TO/FORDATE RELEASEDSIGNATURE PRINTED NAMEDATE REG NO. BARR ENGINEERING COMPANY4300 MARKETPOINTE DRIVESUITE 200MINNEAPOLIS, MN 55435 Ph: 1-800-632-2277Fax: (952) 832-2601www.barr.comNO.BYCHKDATEREVISION DESCRIPTIONAPP0C:\Users\Public\Documents\Revit_local\23271802.00_R19_S_CCStrashrack_CENTRAL_soslund.rvt10/18/2021 4:30:02 PM23/27-1802.00S-01CENTRAL CORE STORMWATER PROJECTCRYSTAL, MINNESOTA11/02/2021SWOPEBBJSBJSCITY OF CRYSTALSTRUCTURAL NOTESCRYSTAL, MINNESOTAAS SHOWNS088ISSUED FOR BIDI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BRIAN J. SILJENBERG11/02/20215003312/15/2009/15/2111/02/21CLIENTBIDA B0<CENTRAL FILE PATH HERE><CENTRAL FILE NAME HERE>1ISOMETRIC: INTAKE STRUCTURE0 SWO BJS BJS 11/02/2021 ISSUED FOR BID7.3 S-022S-023VIF13'-0" (+/-)11'-0"VIF13'-0" (+/-)VIF5'-0"VIF13'-0" (+/-)1'-3"VIF8'-6"1'-3"S-025S-024REMOVE HANDRAIL SYSTEM, CUT POSTREMOVE TRASH RACK STRUCTUREREMOVE OUTFALL PIPETOWEL 874.50PIPE INVEL 863.50TO FTGREMOVE HANDRAIL SYSTEMREMOVE TRASH RACK STRUCTUREREMOVE OUTFALL PIPEEL 861.20TOWEL 874.50PIPE INVEL 863.50REMOVE HANDRAIL SYSTEMREMOVE TRASH RACK STRUCTUREREMOVE OUTFALL PIPEEL 861.20TO FTGTOWEL 874.50TO FTGREMOVE HANDRAIL SYSTEMCORE DRILL 42" DIA OPNG FOR NEW OUTFALL PIPE, VERIFY SIZE AND LOCATION W/ CIVIL DWGSEL 863.00EL 861.20OPNG INVERTEL 869.50TOWTOWEL 874.50REMOVE HANDRAIL SYSTEMCORE DRILL 42" DIA OPNG FOR NEW OUTFALL PIPE, VERIFY SIZE AND LOCATION W/ CIVIL DWGSTO FTGEL 861.20EL 863.00OPNG INVERTEL 870.30TOWBARR PROJECT NO.CLIENT PROJECT NO.DWG NO.REV NO.DateScaleDrawnCheckedDesignedApprovedProject Office:Corporate Headquarters:Minneapolis, MinnesotaPh: 1-800-632-2277RELEASED TO/FORDATE RELEASEDSIGNATURE PRINTED NAMEDATE REG NO. BARR ENGINEERING COMPANY4300 MARKETPOINTE DRIVESUITE 200MINNEAPOLIS, MN 55435 Ph: 1-800-632-2277Fax: (952) 832-2601www.barr.comNO.BYCHKDATEREVISION DESCRIPTIONAPP0C:\Users\Public\Documents\Revit_local\23271802.00_R19_S_CCStrashrack_CENTRAL_soslund.rvt10/18/2021 4:30:35 PM23/27-1802.00S-02CENTRAL CORE STORMWATER PROJECTCRYSTAL, MINNESOTA11/02/2021SWOPEBBJSBJSCITY OF CRYSTALINTAKE STRUCTURE DEMO PLAN AND ELEVATIONSCRYSTAL, MINNESOTAAS SHOWNS088ISSUED FOR BIDI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BRIAN J. SILJENBERG11/02/20215003309/15/2111/02/21CLIENTBIDA B0<CENTRAL FILE PATH HERE><CENTRAL FILE NAME HERE>1/4" = 1'-0"S-021PLAN: INTAKE STRUCTURE - DEMON1/4" = 1'-0"S-022ELEVATION: INTAKE STRUCTURE - DEMO1/4" = 1'-0"S-023ELEVATION: INTAKE STRUCTURE - DEMO1/4" = 1'-0"S-024ELEVATION: INTAKE STRUCTURE - DEMO1/4" = 1'-0"S-025ELEVATION: INTAKE STRUCTURE - DEMO0 SWO BJS BJS 11/02/2021 ISSUED FOR BID7.3 S-034S-0335'-1"5'-6"S-0327'-0"18'-0"10'-0"18'-0"S-035TYPSTAINLESS STEEL TRASH RACK BY HAALA INDUSTRIES OR EQUAL, SIZED FOR 30" DIA PIPE, 3" SQ OPNGS (TYP)11'-0"TOWEL 874.50TO FTG(8) #5 DWL X 1'-6" LG, DRILL IN AND EPOXY, 8" EMB(2) #5 EWINFILL W/ CONC, APPLY BONDING AGENT TO INSIDE FACE OF EXISTING OPNG PRIOR TO PLACING CONCEL 861.20TOWEL 874.50PIPE INVEL 863.5018'-0"7'-0"(2) #5 DWL X 2'-8" LG, DRILL IN AND EPOXY, 8" EMB (TYP)#5 DWL X 2'-8" LG @ 12" OC, DRILL IN AND EPOXY, 8" EMB (TYP)EL 861.20TO FTGEL 869.50TOW(6) 1/2" DIA ANCHORS -EPOXYGROUT, 6" MIN EMB (TYP)1 1/2" DIA GUARDRAIL SYSTEM, SEE1S-043'-6" CLR3'-6" CLRTOWEL 874.50PIPE INVEL 863.5018'-0"10'-0"(2) #5 DWL X 2'-8" LG, DRILL IN AND EPOXY, 12" EMB (TYP)#5 DWL X 2'-8" LG @ 12" OC, DRILL IN AND EPOXY, 12" EMB (TYP)EL 861.20TO FTGEL 870.30TOWCLPIPE3'-6" CLR3'-6" CLREL 861.20EL 870.309"1'-0"5'-0"1'-0"#5 @ 9" OC EW (TYP)(2) #5 DWL X 2'-8" LG, DRILL IN AND EPOXY#5 @ 12" OC EW, EF#5 DWL X 2'-8" LG @ 12" OC, DRILL IN AND EPOXYTO WALL(VIF)TO FTG(VIF)#5 DWL @ 12" OC EFBARR PROJECT NO.CLIENT PROJECT NO.DWG NO.REV NO.DateScaleDrawnCheckedDesignedApprovedProject Office:Corporate Headquarters:Minneapolis, MinnesotaPh: 1-800-632-2277RELEASED TO/FORDATE RELEASEDSIGNATURE PRINTED NAMEDATE REG NO. BARR ENGINEERING COMPANY4300 MARKETPOINTE DRIVESUITE 200MINNEAPOLIS, MN 55435 Ph: 1-800-632-2277Fax: (952) 832-2601www.barr.comNO.BYCHKDATEREVISION DESCRIPTIONAPP0C:\Users\Public\Documents\Revit_local\23271802.00_R19_S_CCStrashrack_CENTRAL_soslund.rvt10/18/2021 4:31:13 PM23/27-1802.00S-03CENTRAL CORE STORMWATER PROJECTCRYSTAL, MINNESOTA11/02/2021SWOPEBBJSBJSCITY OF CRYSTALINTAKE STRUCTURE PLAN, SECTIONS AND DETAILSCRYSTAL, MINNESOTAAS SHOWNS088ISSUED FOR BIDI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BRIAN J. SILJENBERG11/02/20215003309/15/2111/02/21CLIENTBIDA B0<CENTRAL FILE PATH HERE><CENTRAL FILE NAME HERE>1/4" = 1'-0"S-021PLAN: INTAKE STRUCTURE1/4" = 1'-0"S-032ELEVATION: HEADWALL1/4" = 1'-0"S-033ELEVATION: NORTH WINGWALL1/4" = 1'-0"S-034ELEVATION: SOUTH WINGWALL3/8" = 1'-0"S-035SECTION WINGWALL EXTENSIONN30" DIA RCP30" DIA RCP0 SWO BJS BJS 11/02/2021 ISSUED FOR BID7.3 1'-9"1'-9"1 1/2"Ø SCHED 40 STEEL PIPE VERTICAL RAILING POSTS AT 6'-0"OC MAX AND AT ALL CORNERS1 1/2"Ø SCHED 40 STEELPIPE MIDRAILS AND TOP RAIL4"1/2"Ø LOCK BOLT WITH NUT WELDED TO PIPE2"Ø SCHED 40 STL PIPE3/164"4"1 1/2"4"1 1/2"CAP P3/8" W/ WEEP HOLE(4) 1/2"Ø GALVANIZED HAS RODS WITH HILTI HY-150 MAX ADHESIVE ANCHORAGE SYSTEM OR APPROVED EQUAL. DRILL AND EMBED RODS INTO CONC 6" MINADHESIVE ANCHORSPLANELEVATIONLRCP30" IDSLOTS FOR 1/2" DIA ANCHORS48" WIDETBDTBD3" SQ OPNGS ON 4 SIDES, BACK IS OPEN3/16" PLATEPIPE INVEL 863.50CORED HOLE42" DIARCP30" ID..24"3" X 3" W/ CHAMFERED CORNERS48"6'-0" MAX SPACING1'-2"2"1'-2"3'-6".1'-9"S-042BARR PROJECT NO.CLIENT PROJECT NO.DWG NO.REV NO.DateScaleDrawnCheckedDesignedApprovedProject Office:Corporate Headquarters:Minneapolis, MinnesotaPh: 1-800-632-2277RELEASED TO/FORDATE RELEASEDSIGNATURE PRINTED NAMEDATE REG NO. BARR ENGINEERING COMPANY4300 MARKETPOINTE DRIVESUITE 200MINNEAPOLIS, MN 55435 Ph: 1-800-632-2277Fax: (952) 832-2601www.barr.comNO.BYCHKDATEREVISION DESCRIPTIONAPP0C:\Users\Public\Documents\Revit_local\23271802.00_R19_S_CCStrashrack_CENTRAL_soslund.rvt10/18/2021 4:31:44 PM23/27-1802.00S-04CENTRAL CORE STORMWATER PROJECTCRYSTAL, MINNESOTA11/02/2021SWOPEBBJSBJSCITY OF CRYSTALTYPICAL DETAILSCRYSTAL, MINNESOTAAS SHOWNS088ISSUED FOR BIDI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BRIAN J. SILJENBERG11/02/20215003309/15/2111/02/21CLIENTBIDA B0<CENTRAL FILE PATH HERE><CENTRAL FILE NAME HERE>1 1/2" = 1'-0"S-042DETAIL: FIXED GUARDRAIL SIDE-MOUNTED TO CONC1/2" = 1'-0"4ELEVATION: TRASHRACK3ISOMETRIC:TRASHRACKFRONTSIDE0 SWO BJS BJS 11/02/2021 ISSUED FOR BID1 1/2" = 1'-0"1DETAIL: REMOVABLE GUARDRAIL SECTION7.3 EXTERIOR EDGE OF SLAB TO ALIGN WITH EXTERIOR EDGE OF PRECAST STRUCTUREBY PRECAST SUPPLIER9'-6"BY PRECAST SUPPLIERBY PRECAST SUPPLIER10'-10"BY PRECAST SUPPLIER4'-0"PLAN NOTE:1. 2" RIGID FOAM INSULATION WITH WHITE FRP PANEL ON EXPOSED SURFACE APPLIES TO WALLS AND CEILING.PRECAST CONCRETE WALLINSULATE INTERIOR PER SPECIFICATIONS. FRP PANELING ON SURFACE, PLYWOOD BEHIND FOR WALLS WHICH SUPPORT WALL MOUNTED EQUIPMENT.S-0576"5'-0"6"2'-1"SIDINGTEXTURESPLIT FACECMU TEXTUREPRECAST CONCRETE BUILDINGCAST-IN-PLACE SLABELEVATION NOTE:1. SUPPLY LITERATURE ON CONCRETE FORM LINER FOR OWNER REVIEW BEFORE FABRICATION.12" X 18" WIDE LOUVER, SEE 4/M-03 (NO DAMPER) AND WL-3 ON M-04124SHINGLE TEXTURE ON ROOFOVERHEAD DOORWALL HEIGHT8'-0"SIDINGTEXTURESPLIT FACECMU TEXTUREPRECAST CONCRETE BUILDINGCAST-IN-PLACE SLABSHINGLE TEXTURE ON ROOF6"1'-3" THICKENED SLAB EDGE4" PRECAST CONCRETE SLAB10"ELEVATION NOTE:1. SUPPLY LITERATURE ON CONCRETE FORM LINER FOR OWNER REVIEW BEFORE FABRICATION.2. GRADE SITE SO THAT IT DRAINS AWAY FROM ALL BUILDINGS, PADS & STRUCTURES.1'-0"10'-2"1'-0"1'-0"11'-6"1'-0"CAST-IN-PLACE THICKENED EDGE CONCRETE SLABPRECAST CONCRETE STRUCTURENOTES:1. ISOMETRIC VIEWS ARE PRESENTED FOR INFORMATION ONLY AND SHOULD NOT, UNDER ANY CIRCUMSTANCES, BE USED FOR CONSTRUCTION, QUANTITY COMPUTATION, OR ANY OTHER DETAILED CONSTRUCTION RELATED TASK. ISOMETRIC VIEWS ARE NOT TO SCALE AND SHOULD NOT BE SCALED.2. DOOR AND LOUVER NOT SHOWN.3. BUILDING DESIGN BY SUPPLIER PER SPECIFICATION SECTION 03 41 00 PRECAST CONCRETE.4. COLOR/TEXTURE TO BE SELECTED BY OWNER, SEE SPECIFICATIONS.PRECAST CONCRETE SLABSTRUCTURAL FILL UNDER FOOTPRINT OF BUILDING AND STOOP SLABPAVEMENT, SEE CIVILPRECAST BUILDINGEXPANSION JOINT, SEE#4 X 24" LG @ 12" OCS -04311#4 @ 12" OC#4 @ 12" OC EW, CTRD IN SLAB(2) #4 CONTFFE = 906.50' (NGVD29)4" PRECAST CONC SLAB4'-6"6".BARR PROJECT NO.CLIENT PROJECT NO.DWG NO.REV NO.DateScaleDrawnCheckedDesignedApprovedProject Office:Corporate Headquarters:Minneapolis, MinnesotaPh: 1-800-632-2277RELEASED TO/FORDATE RELEASEDSIGNATURE PRINTED NAMEDATE REG NO. BARR ENGINEERING COMPANY4300 MARKETPOINTE DRIVESUITE 200MINNEAPOLIS, MN 55435 Ph: 1-800-632-2277Fax: (952) 832-2601www.barr.comNO.BYCHKDATEREVISION DESCRIPTIONAPP0C:\Users\Public\Documents\Revit_local\23271802.00_R19_S_CCSelectbldg_CENTRAL_soslund.rvt10/18/2021 4:28:36 PM23/27-1802.00S-05CENTRAL CORE STORMWATER PROJECTCRYSTAL, MINNESOTA11/02/2021SWOPEBBJSBJSCITY OF CRYSTALELECTRICAL BLDG STRUCTURAL PLANS & ELEVATIONSCRYSTAL, MINNESOTAAS SHOWNS088ISSUED FOR BIDI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BRIAN SILJENBERG11/02/20215003312/15/2009/15/2111/02/21CLIENTBIDA B0----1/2" = 1'-0"2PLAN: FOUNDATION/FLOOR----1/2" = 1'-0"5ELEVATION: ELECTRICAL BUILDING - EAST FACE----1/2" = 1'-0"4ELEVATION: ELECTRICAL BUILDING - SOUTH FACE----1/2" = 1'-0"3PLAN: ROOF FRAMING----1ISOMETRIC: ELECTRICAL BUILDING32104SCALE43210SCALE5643210SCALE5643210SCALE5643210SCALE56NTSN STYLE: ROLL UP WIDTH: 5'-0" HEIGHT: 7'-0" INSULATED: YES LOCKING: PADLOCK3/4" = 1'-0"S-057SECTION: SLAB ON GRADE0000 SWOSWOSWOSWO BJSBJSBJSBJS BJSBJSBJSBJS 11/02/2111/02/2111/02/2111/02/21 ISSUED FOR BIDISSUED FOR BIDISSUED FOR BIDISSUED FOR BID7.3 REVISION DESCRIPTIONDATEAPP.BYNO. CHK. TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BARR ENGINEERING CO. Project Office: PRINTED NAME AS SHOWN 11/02/2021 NST2 MTS NST2 JMA CITY OF CRYSTAL CRYSTAL, MINNESOTA CENTRAL CORE STORMWATER PROJECT CRYSTAL, MINNESOTA EXISTING PUMP STATION DEMOLITION 23/27-1802.00 S088 P-01 0 11/02/2021 54931 ISSUED FOR BID PATRICK E. BROCKAMP CLIENT AGENCY BID CONSTRUCTION RECORD 12/15/2009/15/21----- ------- ---11/02/21--- ------- ------- A B C 0 1 2 3 Suite 200 4300 MARKETPOINTE DRIVE Fax: (952) 832-2601 www.barr.com Ph: 1-800-632-2277 MINNEAPOLIS, MN 55435 -- REMOVE EXISTING MANHOLE REMOVE EXISTING LIFT STATION, PUMPS, AND APPURTENANCES, REMOVE EXISTING ELECTRICAL COMPONENTS REMOVE EXISTING GATE VALVE 48" DIAMETER MANHOLE 9' DIAMETER MANHOLE EXISTING WING WALL REMOVE EXISTING PIPE REMOVE EXISTING PIPE REMOVE EXISTING PIPE REMOVE EXISTING FORCEMAIN SEE DRAWING G-03 EL. 881.4 EL. 862.2 EL. 874.7 ITEMS TO BE REMOVED EL. 861.7 EL. 876.3 1 - SECTION: EXISTING PUMP STATION 42 SCALE IN FEET 0 CADD USER: PATRICK E. BROCKAMP FILE: M:\DESIGN\23271802.00\2327180200_P-01.DWG PLOT SCALE: 1:2 PLOT DATE: 10/15/2021 1:41 PM0 NST2 MTS JMA 11/02/2021ISSUED FOR BID SEE SHEET S-02 EL. 860.7 EL. 860.2 EL. 858.2 7.3 REVISION DESCRIPTIONDATEAPP.BYNO. CHK. TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BARR ENGINEERING CO. Project Office: PRINTED NAME AS SHOWN 11/02/2021 NST2 MTS NST2 JMA CITY OF CRYSTAL CRYSTAL, MINNESOTA CENTRAL CORE STORMWATER PROJECT CRYSTAL, MINNESOTA PUMP STATION PLAN AND SECTIONS 23/27-1802.00 S088 P-02 0 11/02/2021 54931 ISSUED FOR BID PATRICK E. BROCKAMP CLIENT AGENCY BID CONSTRUCTION RECORD 12/15/20209/15/2021----- ------- ---11/02/21--- ------- ------- A B C 0 1 2 3 Suite 200 4300 MARKETPOINTE DRIVE Fax: (952) 832-2601 www.barr.com Ph: 1-800-632-2277 MINNEAPOLIS, MN 55435 2 C-03 SECTION: PROPOSED PUMP STATION AND VALVE VAULT 1 C-03 PLAN: PROPOSED PUMP STATION AND VALVE VAULT 42 SCALE IN FEET 0 42 SCALE IN FEET 0 LIQUID LEVEL SENSORS EL. 887.5 CABLE HOLDER PRECAST SLAB TOP STAINLESS STEEL CHAIN PRECAST BASE PUMP ON EL. 866.5 EL. 861.5 LEAN GROUT 10" DISCHARGE ELBOW (2) RUBBER FLAPPER CHECK VALVES STAINLESS STEEL GUIDE RAILS (2) 14" Ø DIP DISCHARGE PIPES (2) 14" Ø SHORT RADIUS ELBOW CONDUIT FOR ELECTRICAL SERVICE DISCHARGE PIPE C INLET PIPE 14"x14"x14" DIP WYE (2) 14" Ø GATE VALVES (2) 14" Ø DIP 4" Ø VENT PIPE ALUMINUM ACCESS HATCH (ABOVE) CONFIRM SIZE AND LOCATION WITH PUMP SUPPLIER CONCRETE MANHOLE SECTION 36"Ø RCP 36"Ø RCP NOTES: 1. ITEMS MAY BE ROTATED FOR CLARITY. 2. FIELD VERIFY ALL DIMENSIONS. CONFIRM LOCATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 3. VERIFY PRECAST CONCRETE STRUCTURE WALL, BASE, AND TOP SLAB DESIGN FOR SIZE AND BURY DEPTH SHOWN. 4. INSTALL PUMPS IN ACCORDANCE WITH MANUFACTURE'S RECOMMENDATIONS. DIMENSIONS SHOWN ARE GENERAL. CONFIRM ALL DIMENSIONS WITH MANUFACTURER. VERIFY HATCH DIMENSIONS FOR PUMPS SUPPLIED. 5. INSTALL PUMP STATION VENT PIPE TO ALLOW ACCESS HATCH TO OPEN TO THE FULL OPEN POSITION, AND TO AVOID CONFLICTS WITH VALVE STEMS AND VENT PIPE. 6. VERIFY EQUIPMENT DIMENSIONS WITH SUPPLIER. 7. DRILL 1" Ø HOLE IN CHECK VALVES TO ALLOW FOR BACKFLOW. INV. ELEV. 863.0 14" Ø MJ DIP ELBOW FLOW FLOW 4" Ø STEEL VENT PIPE WITH INSECT SCREEN FLOW LOW WATER ALARM EL. 863.25 HIGH WATER ALARM EL MODULAR SEALS (TYP.) STRUCTURAL FILL AS REQUIRED L 30"x30" ALUMINUM ACCESS HATCH (ABOVE). 2 -- PRECAST SLAB TOP CONCRETE MANHOLE SECTION PRECAST BASE INV. ELEV. 877.4 10" X 12" REDUCER EL. 888.2 PUMP OFF EL. 864.5 EL. 874.4 INV. ELEV. 877.4 14" Ø DIP TO MH GP-06 10' Ø PRECAST MANHOLE 8' Ø PRECAST MANHOLE PIPE SUPPORT SLOPE 2" RUBBER CHECK VALVE 2" PVC DRAIN VALVE STEM RISER 2" Ø PVC DRAIN CADD USER: PATRICK E. BROCKAMP FILE: M:\DESIGN\23271802.00\2327180200_P-02.DWG PLOT SCALE: 1:2 PLOT DATE: 10/15/2021 1:42 PM0 NST2 MTS JMA 11/02/2021ISSUED FOR BID (2) 14" Ø MJ SLEEVE EL. ~885.6 12" SECTION: 48" MH (GP-06) C-03 3 SCALE IN FEET 10 2 4.0' PUMP OFF EL. 889.0 PUMP ON EL. 883.63 STRUCTURAL FILL AS REQUIRED RIM EL. 891.61 TRANSDUCER PRECAST BASE MIN 2 AND MAX 6 ADJUSTING RINGS. GROUT AROUND OUTSIDE AND SCORE ALONG INSIDE PROVIDE 12" MINIMUM BETWEEN TOP OF CASTING AND TOP OF SLAB SUMP EL. 882.63 CABLE HOLDER WRAP EXTERIOR MANHOLE JOINTS (TYP) PROPOSED GRADE EL. ~886.8 NEENAH GATE VALVE COVER EL. ~887.1 48"78"EX 15" CPEP INV. EL 883.63 EX 15" CPEP INV. EL 883.63 CONNECT TO EXISTING 14"x18" DIP REDUCER DIP TO HDPE TRANSITION FITTING 7.3 REVISION DESCRIPTIONDATEAPP.BYNO. CHK. TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Suite 200 4300 MARKETPOINTE DRIVE BARR ENGINEERING CO. Fax: (952) 832-2601 www.barr.com Ph: 1-800-632-2277 Project Office: PRINTED NAME MINNEAPOLIS, MN 55435 AS SHOWN 11/02/2021 CML2 ZMN NAO MEZ CITY OF CRYSTAL CRYSTAL, MINNESOTA CENTRAL CORE STORMWATER PROJECT CRYSTAL, MINNESOTA ELECTRICAL SYMBOLS & ABBREVIATIONS 23/27-1802.00 S088 E-01 0 11/02/2021 22509 ISSUED FOR BID MARK E. ZIEMER CADD USER: PATRICK E. BROCKAMP FILE: M:\DESIGN\23271802.00\2327180200_E-01.DWG PLOT SCALE: 1:2 PLOT DATE: 10/15/2021 1:40 PMCLIENT AGENCY BID CONSTRUCTION RECORD 09/15/21------ ------- ---11/02/21--- ------- ------- A B C 0 1 2 3 A ACK AFF AFG AM ANN AS AWG BKR BLDG C CKT CL CO CONN CONTR CP CPT CS CT CU DE DISC DP ELEC EMT EP EQUIP EWC F & I FU GFI GND GRS HD HP HPS HTR HZ IMC INCAND IND JB J-BOX kVA kVAR kW LT LMF LIQUID-TIGHT METALLIC CORE FLEXIBLE CONDUIT LIGHT KILOWATTS KILOVOLT-AMPERES REACTIVE KILOVOLT-AMPERES JUNCTION BOX JUNCTION BOX INDICATING OR INDICATOR INCANDESCENT INTERMEDIATE METAL CONDUIT HERTZ (CYCLES/SECOND) HEATER HIGH PRESSURE SODIUM HORSEPOWER HEAVY DUTY GALVANIZED RIGID STEEL CONDUIT GROUND GROUND FAULT INTERRUPTER FUSE OR FUSIBLE FURNISH AND INSTALL ELECTRIC WATER COOLER EQUIPMENT EXPLOSION PROOF ELECTRICAL METALLIC TUBING ELECTRICAL DISTRIBUTION PANEL DISCONNECT DUAL ELEMENT COPPER CURRENT TRANSFORMER CONTROL STATION CONTROL POWER TRANSFORMER CONTROL PANEL CONTRACTOR CONNECTIONS CONVENIENCE OUTLET CENTER LINE CIRCUIT CONDUIT BUILDING BREAKER AMERICAN WIRE GAGE AMMETER SWITCH ANNUNCIATOR AMMETER ABOVE FINISH GRADE ABOVE FINISHED FLOOR ACKNOWLEDGE AMPERES A AMBER BK BLACK BR BROWN BU BLUE GRN GREEN GY GRAY O ORANGE R RED V VIOLET W WHITE Y YELLOW M MAX MCM MCP MECH MFR MH MIN MTD NF NC NO NTC OL(S) PF PVC REQ'D RS RTM SDS SE SEC SIG SOL Vv SP SPECS SSNR SSR SW S.S. TD TEMP T'STAT UH U.N.O. V VM VS Vv VFD W W/ WHM WM WW WP XDCR XFMR XFR MOTOR STARTER OPERATING COIL MAXIMUM THOUSAND CIRCULAR MILS MOTOR CIRCUIT PROTECTOR MECHANICAL MANUFACTURER METAL HALIDE MINUTE OR MINIMUM MOUNTED NON-FUSED NORMALLY CLOSED NORMALLY OPEN NOT CONNECTED OVERLOAD RELAY CONTACT(S) POWER FACTOR POLYVINYLCHLORIDE CONDUIT REQUIRED RIGID STEEL CONDUIT RUNNING TIME METER SPECIFIED IN OTHER DIVISION OF SPECIFICATIONS SERVICE ENTRANCE SECOND OR SECONDARY SIGNAL SOLENOID VALVE SINGLE POLE SPECIFICATIONS "SOFT START" NON-REVERSING "SOFT START" REVERSING SWITCH STAINLESS STEEL (TYPE 316) TIME DELAY TEMPERATURE THERMOSTAT UNIT HEATER UNLESS NOTED OTHERWISE VOLTS VOLTMETER VOLTMETER SWITCH VALVE VARIABLE FREQUENCY DRIVE WATTS OR WIRE WITH WATT-HOUR METER WATT METER WIREWAY WEATHERPROOF TRANSDUCER TRANSFORMER TRANSFER WALL MOUNTED LUMINIARE. ALL LUMINAIRES: LOWERCASE LETTER INDICATES SWITCHLEG POLE MOUNTED LUMINAIRE, WITH WP GFI OUTLET. LUMINAIRE. LUMINAIRE. EMERGENCY FIXTURE. AIM FOR MAXIMUM COVERAGE OF EGRESS PATHS. HAZARDOUS LOCATION FIXTURE, WITH RATING PER LIGHT FIXTURE SCHEDULE. STANCHION MOUNTED LUMINAIRE. COMBINATION EXIT WITH HEADS. ARROWS, IF ANY, INDICATE CHEVRON ARROWS WHERE REQUIRED. AIM HEADS FOR MAXIMUM COVERAGE OF EGRESS PATHS. SWITCH WITH NO MARKING IS SINGLE POLE, 2P=DOUBLE POLE, 3 IS 3way, 4=4way, M=MOTOR RATED DISC SW, D=DIMMER, SMALL LETTER INDICATES SWITCH LEG. TELEPHONE/DATA OUTLET (OR PROVISION). V=VOICE LINE, D=DATA. 4"x 4" DEEP BOX W/ SINGLE GANG MUD RING & 1" CONDUIT TO DESTINATION. DUPLEX CONVENIENCE RECEPTACLE. NUMERAL INDICATES BRANCH CIRCUIT, INCHES ABOVE FLOOR IF OTHER THAN PER SPECIFICATION. TEXT INDICATES SPECIAL CONDITIONS: WP=WEATHERPROOF, GFI=GROUND FAULT INTERRUPTER, EP=EXPLOSIONPROOF, ISO=ISOLATED GROUND. TYPICAL. DOUBLE DUPLEX CONVENIENCE RECEPTACLE. SURFACE OR WALL JUNCTION BOX. SURFACE OR WALL THERMOSTAT. SPECIAL PURPOSE RECEPTACLE. NEMA CONFIGURATION DEVICE AND HOMERUN SIZE WHERE INDICATED. MOTOR, PROVIDE DISCONNECT AS INDICATED. MD=MOTORIZED DAMPER. EQUIPMENT CONNECTION, AS NOTED ON DRAWINGS DISCONNECT SWITCH IN NEMA ENCLOSURE COMBINATION STARTER IN NEMA ENCLOSURE STRUT MOUNTING STAND, SHOWN W/ DISC AND CONTROL STATION. SEE TYPICAL MOUNTING DETAIL. ELECTRICAL PANEL. SEE PANEL SCHEDULE. CIRCUITRY - EXPOSED, SURFACE MOUNTED CIRCUITRY - BELOW GRADE OR UNDERFLOOR CIRCUITRY - CONCEALED IN WALLS OR CEILING SOLID SLASHES INDICATE NUMBER OF #12 AWG WIRES IN CONDUIT. i INDICATES AN INSULATED GROUND CONDUCTOR, 'N' INDICATES OVERSIZED NEUTRAL CONDUCTOR (#10AWG). PRESS TO TEST LAMP-LETTER DENOTES COLOR SELECTOR SWITCH TORQUE SWITCH - NC, NO SHEAR PIN SWITCH - NC, NO CIRCUIT BREAKER MAGNETIC TRIP THERMAL TRIP RUNNING TIME METER CONTACT - NC, NO OPERATING COIL, LETTER OR NUMBER DENOTES DEVICE PLUG AND RECEPTACLE PUSHBUTTON CONTACT - NC, NO PUSHBUTTON SWITCH, MUSHROOM HEAD - NC, NO DOUBLE CIRCUIT PUSHBUTTON SWITCH MAINTAINED CONTACT PUSHBUTTON SWITCH ENERGIZED TIMER CONTROL - NC. NO DE-ENERGIZED TIMER CONTROL - NC, NO FLOW SWITCH - NC, NO LIQUID LEVEL SWITCH - NC, NO TEMPERATURE SWITCH - NC, NO PRESSURE SWITCH - NC, NO LIMIT SWITCH - NC, NO FUSE DISCONNECT SWITCH FUSED SWITCH GROUND CONNECTION CHASSIS GROUND INDICATING LIGHT - LETTER DENOTES COLOR CONTROL TRANSFORMER THERMAL OVERLOAD TRIP UNITS STABS DEVICE MOUNTED IN MOTOR CONTROL CENTER (MCC) DEVICE MOUNTED IN FIELD DEVICE MOUNTED IN CONTROL PANEL AIR CIRCUIT BREAKER - DRAW OUT TYPE WITH OPERATING MECHANISM DISCONNECT SWITCH FUSED SWITCH LIGHTNING ARRESTER - GENERAL FUSE - NUMBER DENOTES RATING GROUND CONNECTION CONTROL OR INSTRUMENT SWITCH - LETTERS DENOTES FUNCTION RELAY OR CONTROL DEVICE - NUMBER DENOTES FUNCTION, AMERICAN NATIONAL STANDARD (ANSI) POTENTIAL TRANSFORMER - DRAW OUT TYPE WITH PRIMARY FUSES CURRENT TRANSFORMER CONTROL STATION INSTRUMENT - LETTER DENOTES TYPE INDICATING LIGHT - LETTER DENOTES COLOR MOTOR - NUMBER DENOTES HORSEPOWER MOTOR CIRCUIT PROTECTOR (MCP) MOLDED CASE CIRCUIT BREAKER CONTROL TRANSFORMER RUNNING TIME METER THERMAL OVERLOAD TRIP UNITS STABS POWER TRANSFORMER SURGE CAPACITORS POWER FACTOR CAPACITORS WITH FUSING AND INDICATING LIGHTS RELAY WITH SHORTING CONTACTS NUMBER OF CABLES QUANTITY OF CONDUCTORS PER CABLE CONDUCTOR SIZE OR TYPE CONDUIT SIZE & TYPE 2-1/C-#12-3/4" GRS C9999 NUMERALS INDICATE CIRCUIT NUMBER 'C' PREFIX INDICATES "CONDUIT" LEADER ADDED FOR CLARITY WHEN SHOWN B 3 B1 3 C1 3 D 3 E 3 F 3 H 3 X 3 ABBREVIATIONSLUMINAIRE & DEVICE LEGEND SCHEMATIC SYMBOLS ONE-LINE DIAGRAM SYMBOLS COLORS CIRCUIT LEGEND CIRCUIT DESIGNATOR REFER TO CABLE & CONDUIT SCHEDULE(s) LETTER DESIGNATES FIXTURE TYPE. SEE FIXTURE SCHEDULE NUMBER DESIGNATES BRANCH CIRCUIT GROUND-MOUNTED BUILDING SIGN FLOODLIGHT.BB1 3 GROUND-MOUNTED LANDSCAPE LIGHTING.BB2 3 EXISTING CIRCUITRY OCCUPANCY SENSOR FOR LIGHTING CONTROL, WALL-MOUNTED, ARROW INDICATES DIRECTIONALITY. SEE SPECIFICATION FOR TYPE. OCCUPANCY SENSOR FOR LIGHTING CONTROL, CEILING-MOUNTED, SEE SPECIFICATION FOR TYPE. DAYLIGHT SENSOR, SEE SPECIFICATIONS. FIRE ALARM FLOW SWITCH CONNECTION. FIRE ALARM TAMPER SWITCH CONNECTION. FIRE ALARM MANUAL STATION. FIRE ALARM DAMPER SUPERVISORY CONNECTION. 11/02/20210 ISSUED FOR BIDZMNMEZNAO 7.3 OEOE> > > > > > > > > > > > X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXSAN SANCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEG (ABANDONED)G (ABANDONED)G (ABANDONED)G (ABANDONED)G (ABANDONED)G (ABANDONED)G (ABANDONED)GGGGGGGGGGGGGGGGGGGG G G G 870870880880890890UE UE UE UE U E U E U E U E U E U E UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE 89 0 89 0870870880880890890870870880880890890 890890890890SUBMERSIBLE PUMPS (2) WETWELL SHALL BE NEC CLASS 1, DIVISION 2, GROUP D. COMPLY WITH NEC 501. 12 EXISTING UTILITY POLE TO REMAIN 6 6 5 4 11 15 20 14 13 23 22 12 17 21 1619 18 7 8 25 10 MCB 3 24 9 TO MANHOLE 26 NEW PAD-MOUNTED UTILITY TRANSFORMER. FURNISH AND INSTALL CONCRETE PAD. SEE DETAILS. COORDINATE EXACT LOCATION WITH UTILITY. WETWELL SHALL BE NEC CLASS 1, DIVISION 2, GROUP D. COMPLY WITH NEC 501. FROM LIFT STATION CONTROL BUILDING 2728 REVISION DESCRIPTIONDATEAPP.BYNO. CHK. TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Suite 200 4300 MARKETPOINTE DRIVE BARR ENGINEERING CO. Fax: (952) 832-2601 www.barr.com Ph: 1-800-632-2277 Project Office: PRINTED NAME MINNEAPOLIS, MN 55435 AS SHOWN 11/02/2021 CML2 ZMN NAO MEZ CITY OF CRYSTAL CRYSTAL, MINNESOTA CENTRAL CORE STORMWATER PROJECT CRYSTAL, MINNESOTA ELECTRICAL PLANS 23/27-1802.00 S088 E-02 0 11/02/2021 22509 ISSUED FOR BID MARK E. ZIEMER CADD USER: PATRICK E. BROCKAMP FILE: M:\DESIGN\23271802.00\2327180200_E-02.DWG PLOT SCALE: 1:2 PLOT DATE: 10/15/2021 1:41 PMN1 - PLAN: ELECTRICAL SITE PLAN CLIENT AGENCY BID CONSTRUCTION RECORD 09/15/21------ ------- ---11/02/21--- ------- ------- A B C 0 1 2 3 SCALE IN FEET 40200 PROPERTY LIMITS EXISTING OVERHEAD ELECTRIC EXISTING UNDERGROUND ELECTRIC CONSTRUCTION LIMITS PROPOSED CONTROLS BUILDING NUMBERED NOTES: 1 2 3 4 NUMBERED NOTES: SERVICE CABLES AND CONDUIT. SEE ONE-LINE DIAGRAM. FURNISH AND INSTALL SECONDARY SERVICE CABLE AND CONDUIT FROM UTILITY TRANSFORMER TO METERING EQUIPMENT. SEE ONE-LINE DIAGRAM FOR WIRING DETAILS. PROVIDE UTILITY METERING EQUIPMENT PER UTILITY REQUIREMENTS. STUB 1.25” SCHEDULE 80 PVC CONDUIT FOR GROUND. #1/0 AWG BARE STRANDED COPPER GROUND CONDUCTOR, 12” DEEP. 3/4” X 10' COPPER-CLAD GROUND ROD WITH EXOTHERMIC WELD TO CONDUCTOR(S) SHOWN. SET TOP 12” DEEP. PROVIDE (4) 2" SCHEDULE 80 PVC CONDUITS FOR LEVEL SENSOR, FLOAT SWITCH, WETWELL LIGHT AND ONE SPARE. PROVIDE PUMP CONDUIT(S) PER ONE-LINE DIAGRAM. SEE SCHEMATICS AND ONE-LINE DIAGRAM FOR WIRING DETAILS. FLOAT SWITCH, SELF-WEIGHTED. SEE LIFT STATION SECTION. RADAR LEVEL SENSING UNIT WITH STAINLESS STEEL MOUNTING HARDWARE. SEE LIFT STATION SECTION. VENTILATED AIR BREAK AND TERMINAL JUNCTION BOX. SEE LIFT STATION SECTION. PROVIDE DOUBLE-THROW SAFETY SWITCH. SEE ONE-LINE DIAGRAM. 2' SURFACE MOUNT LED, COLUMBIA LAW2-50LW-EU, OR APPROVED EQUAL. WALL MOUNT LUMINAIRE, MOUNT AT 8' ABOVE FINISHED GRADE. HUBBELL LNC-5U-4K-3-B-PCU, OR APPROVED EQUAL. DOOR MAGNETIC SWITCH, SIMPLEX #2760-9082, OR EQUAL, WIDE-GAP STYLE WITH WHIP. MOUNT CORRESPONDING MAGNET ON DOOR. GENERATOR CONNECTOR. SEE ONE-LINE DIAGRAM FOR EXACT TYPE. 5.0kW, 480V, 3-PHASE UNIT HEATER WITH INTEGRAL THERMOSTAT, DISCONNECT SWITCH AND MOUNTING BRACKET. BERKO HUHAA SERIES, OR EQUAL ROOM TEMP SENSOR. MOUNT AT 66”. SEE SPECIFICATIONS. NEW SCADA ANTENNA POLE, SEE DETAIL. MOUNT ANTENNA FOR OPTIMAL SIGNAL. STUB TWO (2) SPARE 2” SCHEDULE 80 PVC CONDUITS FOR FUTURE USE. CAP ENDS AND IDENTIFY LOCATION ON RECORD DRAWINGS. ALARM BEACON. MOUNT ON SIDE OF BUILDING. SEE SPECIFICATIONS. EXHAUST FAN, GREENHECK MODEL CWB-099-4. FURNISH AND INSTALL A MANUAL MOTOR STARTER (SQ D. CLASS 2510 OR EQUAL) WITH INTERNAL OVERLOAD. SEE SCHEMATIC SHEET E-02 AND SPECIFICATIONS. PROVIDE 2-1/C-#12 AND 1-1/C-#12 GND IN 3/4" C FOR ELECTRONIC DOOR STRIKE (BY OTHERS). LIGHT SWITCHES FOR INTERIOR, EXTERIOR, AND WETWELL LIGHTS. EXPLOSION-PROOF WETWELL LIGHT WITH GLOBE, RATED FOR CLASS 1, DIVISION 1. KILLARK EML4030X2G, OR APPROVED EQUAL. LIFT STATION CONTROL PANEL. SEE SCHEMATICS AND DETAIL. PROVIDE (2) 2" SCHEDULE 80 PVC CONDUITS FOR MANHOLE LEVEL SENSOR AND FLOAT SWITCHES. SEE SCHEMATICS. SUBMERSIBLE LEVEL TRANSDUCER WITH STAINLESS STEEL MOUNTING. SEE MANHOLE SECTION AND SCHEMATICS. SELF-WEIGHTED FLOAT SWITCHES. SEE MANHOLE SECTION AND SCHEMATICS. 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 GENERAL NOTES: 1. FIELD CONFIRM LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES, CABLES, CONDUITS, ETC. PRIOR TO CONSTRUCTION. PROTECT ALL EXISTING INSTALLED PIPING, EQUIPMENT, UTILITIES, TREES, AND STRUCTURES NOT INTENDED FOR DEMOLITION. CONTRACTOR SHALL REPAIR SUCH ITEMS AT NO COST IF DAMAGED BY CONTRACTOR. CALL GOPHER STATE ONE CALL FOR LOCATES. 2. ELECTRONICALLY-LOCATE ALL PRIVATE UNDERGROUND LINES IN AREAS THAT WILL BE DISTURBED. PROVIDE TEMPORARY SUPPORT FOR EXISTING FACILITIES THAT WILL BE EXPOSED DUE CONSTRUCTION. 3. FIELD CONFIRM AND COORDINATE CONDUIT ROUTING WITH ENGINEER. 4. SEAL ALL CONDUITS TO EXTERIOR USING DUCTSEAL OR 1/2” THICKNESS SILICONE CAULK. 5. COORDINATE ALL ELECTRIC UTILITY SERVICES WITH THE SERVING ELECTRIC UTILITY. 6. CIRCUITRY BETWEEN COMPONENTS IS NOT ALL SHOWN ON PLANS. SEE ONE-LINE DIAGRAM AND SCHEMATICS FOR ADDITIONAL REQUIREMENTS. 7. USE DIRECTIONAL BORING OR SIMILAR METHOD FOR NEW CONDUITS TO BE INSTALLED UNDER EXISTING SIDEWALKS AND PAVEMENTS. WHERE PITS ARE OPENED, RESTORE ALL SURFACES TO MATCH EXISTING. GENERAL NOTES: 22 23 24 1 SCALE 50 N2 - PLAN: ELECTRICAL LIFT STATION PLAN 25 NEW UNDERGROUND SERVICE CABLES. SEE ENLARGED PLAN, THIS SHEET. EXISTING OVERHEAD ELECTRIC TO REMAIN. EXISTING ELECTRIC UTILITY POLE TO BE REMOVED (BY OTHERS). DEMOLISH EXISTING DOUBLE THROW SWITCH, GENERATOR PLUG, UTILITY METER, AND ELECTRICAL CONDUIT FROM POLE BASE. PROTECT EXISTING UTILITY POLE. DEMOLISH EXISTING UNDERGROUND ELECTRICAL AND EXISTING ELECTRICAL IN LIFT STATION. SEE P-01 FOR REMOVAL DETAILS. 26 27 28 1 SCALE 50 N3 - PLAN: ELECTRICAL MANHOLE PLAN UNDERGROUND CONDUITS FOR MANHOLE LEVEL SENSOR AND FLOAT SWITCHES. DOWN-GUY WIRES FOR EXISTING UTILITY POLE. WIRES TO BE TEMPORARILY REMOVED DURING CONSTRUCTION AND REPLACED AFTER FINISH (BY OTHERS) LS MANHOLE ELECTRICAL MANHOLE. SEE ENLARGED PLAN THIS SHEET. 11/02/20210 ISSUED FOR BIDZMNMEZNAO NEW PAD-MOUNTED UTILITY TRANSFORMER. FURNISH AND INSTALL CONCRETE PAD, SEE DETAILS. COORDINATE EXACT LOCATION WITH UTILITY. 7.3 REVISION DESCRIPTIONDATEAPP.BYNO. CHK. TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Suite 200 4300 MARKETPOINTE DRIVE BARR ENGINEERING CO. Fax: (952) 832-2601 www.barr.com Ph: 1-800-632-2277 Project Office: PRINTED NAME MINNEAPOLIS, MN 55435 AS SHOWN 11/02/2021 CML2 ZMN NAO MEZ CITY OF CRYSTAL CRYSTAL, MINNESOTA CENTRAL CORE STORMWATER PROJECT CRYSTAL, MINNESOTA LIFT STATION CONTROL SCHEMATIC 23/27-1802.00 S088 E-03 0 11/02/2021 22509 ISSUED FOR BID MARK E. ZIEMER CADD USER: PATRICK E. BROCKAMP FILE: M:\DESIGN\23271802.00\2327180200_E-03.DWG PLOT SCALE: 1:2 PLOT DATE: 10/15/2021 1:41 PMCLIENT AGENCY BID CONSTRUCTION RECORD 09/15/21------ ------- ---11/02/21--- ------- ------- A B C 0 1 2 3 MOUNTED IN CONTROL PANELFIELD MOUNTED CONT'D UPPER RIGHT CONT'D FROM LOWER LEFT 1. MODIFY SCHEMATICS AS REQUIRED FOR UL508 LABEL AT NO ADDITIONAL COST TO THE OWNER. 2. ORGANIZE & LACE ALL WIRING USING NYLON CABLE TIES. CONTROL PANEL GENERAL NOTES: SYMBOL LEGEND DESCRIPTION EXISTING EQUIP. & CIRCUITRY NEW EQUIP. & CIRCUITRY UNDER THIS CONTRACT H N NO SCALE TYPICAL LIFT STATION CONTROL SCHEMATIC 001 002 003 004 005 006 007 008 009 010 011 012 013 014 015 016 017 018 019 020 021 022 023 024 025 026 027 028 029 030 031 032 033 034 035 036 037 038 039 040 041 042 043 044 045 046 047 048 049 050 051 052 053 054 055 056 057 058 059 060 061 062 063 064 065 066 067 068 069 070 071 072 073 074 075 076 077 078 079 080 081 082 083 084 085 086 087 088 089 090 091 092 093 094 095 096 097 098 099 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 CONT'D NEXT SHEET E-04 GFCI RECEPTACLE THERMOSTAT HEATER PANEL LIGHT W/ INTEGRAL DOOR SWITCHES YARD LIGHT COMPUTER GRADE SURGE SUPPRESSOR 15A 15A 15A 15A 15A INDUSTRIAL ETHERNET SWITCH LABEL "UPS" POWER DOUBLE- DUPLEX RECEPTACLE PROGRAMMABLE LOGIC CONTROLLER (PLC) POWER SUPPLY, PROCESSOR, I/O RACK ETC. 120VAC OUTPUT UNINTERRUPTIBLE POWER SUPPLY PROVIDE CORDS AND RECEPTACLES SO UPS CAN BE BYPASSED 100 MB/SEC ETHERNET CABLES RP RU RU RU RU RU ETHERNET PORT FRONT PANEL RJ45 BULKHEAD RECEPTACLE W/ HINGED COVER DC POWER SUPPLY UPS ALARM CONTROL POWER FAIL UPS POWER FAIL UPS ALARM CONTACTS RP RU OPERATOR INTERFACE UNIT SPARE SPARE H H N N H N H N H N 24VDC + - C NH H N + - PUMP 1 SEAL FAIL RA PUMP 1 OVERTEMP RB PUMP 2 SEAL FAIL RC PUMP 2 OVERTEMP RD SPARE SPARE PHASE FAILURE Ø FAILURE C L1 L2 N 120V POWER, SEE SHEET E-06 20A 20A 2-1/C-#12+1-#12G IN 1" SCH. 80 PVC GFI RECEPTACLES (MAIN ROOM) INTERIOR & EXTERIOR BLDG LIGHTS 2-1/C-#12+1-#12G IN 1" SCH. 80 PVC NH TO PUMP PROTECTION RELAYS. SEE E-04 20A EFI 1/2 HP RATED CONTACTS EXHAUST FAN NEMA SIZE 1 MANUAL MOTOR STARTER W/ OL (SERVES AS LOCAL DISCONNECT) 2-1/C-#12+1-#12G IN 3/4" SCH. 80 PVC DAMPER OPERATOR WETWELL LIGHT 15A 2-1/C-#12+1-#12G IN 2" SCH. 80 PVC BOTH PUMPS RUNNING RTM M2 OL2 M2M1 PM OT RD OFF R2 LLS R5 5 SEC PM RB OT AUTO RUN OFF R2 LLS R4 R3 RTM M1 OL1 PUMP 1 PILOT G G RTM R1 R3 R3 TD1 0 TO 120 SEC R9 RESET PUMP 2 PILOT R TD3 WETWELL FLOAT BACKUP MODE RH R3 RJ TD3 5 SECR2 RF RE RH RH RJ TD1 RJ RG RE R3 ALARM BEACON (MOUNTED ON SIDE OF BLDG) M1 M2 RK RK AUTO RUN S1 BELOW S2 BELOWPILOT CIRCUIT INTERLOCKS TO PREVENT OPERATION OF BOTH PUMPS AT SAME TIME DUE TO UNDERSIZED DOWN STREAM PIPE SIZE. INTERLOCKS TO BE REMOVED/ BYPASSED ONCE PIPE UPGRADE PROJECT IS COMPLETE. PILOT CIRCUIT INTERLOCKS TO PREVENT OPERATION OF BOTH PUMPS AT SAME TIME DUE TO UNDERSIZED DOWN STREAM PIPE SIZE. INTERLOCKS TO BE REMOVED/ BYPASSED ONCE PIPE UPGRADE PROJECT IS COMPLETE. 11/02/20210 ISSUED FOR BIDZMNMEZNAO TX RX NEW FIBER OPTIC SERVICE BY OWNER 7.3 REVISION DESCRIPTIONDATEAPP.BYNO. CHK. TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Suite 200 4300 MARKETPOINTE DRIVE BARR ENGINEERING CO. Fax: (952) 832-2601 www.barr.com Ph: 1-800-632-2277 Project Office: PRINTED NAME MINNEAPOLIS, MN 55435 AS SHOWN 11/02/2021 CML2 ZMN NAO ZMN CITY OF CRYSTAL CRYSTAL, MINNESOTA CENTRAL CORE STORMWATER PROJECT CRYSTAL, MINNESOTA LIFT STATION CONTROL SCHEMATIC 23/27-1802.00 S088 E-04 0 11/02/2021 22509 ISSUED FOR BID MARK E. ZIEMER CADD USER: PATRICK E. BROCKAMP FILE: M:\DESIGN\23271802.00\2327180200_E-04.DWG PLOT SCALE: 1:2 PLOT DATE: 10/15/2021 1:41 PMCLIENT AGENCY BID CONSTRUCTION RECORD 09/15/21------ ------- ---11/02/21--- ------- ------- A B C 0 1 2 3 NO SCALE TYPICAL LIFT STATION CONTROL SCHEMATIC CONT'D UPPER RIGHT CONT'D FROM LOWER LEFT 1. MODIFY SCHEMATICS AS REQUIRED FOR UL508 LABEL AT NO ADDITIONAL COST TO THE OWNER. 2. ORGANIZE & LACE ALL WIRING USING NYLON CABLE TIES. 3. PUMP CONTROL MODULE IS BASED ON FLYGHT. ALTERNATE SYSTEMS SHALL INCLUDE PUMP OVERTEMPERATURE AND LEAK DETECTION CIRCUITS WITH CONTROL MODIFICATIONS AS REQUIRED/ CONTROL PANEL GENERAL NOTES: SYMBOL LEGEND DESCRIPTION EXISTING EQUIP. & CIRCUITRY NEW EQUIP. & CIRCUITRY UNDER THIS CONTRACT 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 H N + - HAND OFF AUTO S1 CONT'D FROM PREVIOUS SHEET E-03 CH H N + - PUMP 1 PUMP 1 IN HAND PUMP 1 IN AUTO HAND OFF AUTO S2 PUMP 2 PUMP 2 IN HAND PUMP 2 IN AUTO MAIN DOOR OPEN ENTRY ACKNOWLEDGE SWITCH HIGH LEVEL INTRINSICALLY SAFE BARRIER TYPICAL WETWELL HIGH LEVEL FLOAT R1 TEST ANALOG LOOP I.S. BARRIER RADAR LEVEL TRANSMITTER WETWELL LEVEL SPARE SPARE H N + - NC NC NC NC N + - TEMP SEAL FAIL RB RA 1/2A MAIN ROOM DOOR ENTRY SWITCH 2-1/C-#14-3/4"C FROM MOTOR PROTECTION SENSORS TEMP SEAL FAIL RD RC FROM MOTOR PROTECTION SENSORS H N 120V POWER FROM SHEET E-06 TEMPERATURE SENSOR 1/2A BUILDING TEMPERATURE 1-2/C-SIG-3/4"C VENTILATED AIR BREAK AND TERMINAL JUNCTION BOX 1-2/C-SIG-1"C 4-1/C-#14-3/4"C 4-1/C-#14-3/4"C MFG. SUPPLIED CABLE SEAL FAIL TEMP SEAL FAIL TEMP PUMP 1 PROTECTION MODULE PUMP 2 PROTECTION MODULE LOW LEVEL WETWELL LOW LEVEL FLOAT R2 ALL STOP WETWELL ALL STOP FLOAT RE C START LEAD WETWELL START LEAD FLOAT START LAG WETWELL START LAG FLOAT RF RG HIGH LEVEL MANHOLE HIGH LEVEL FLOAT RK LOW LEVEL RL MANHOLE LOW LEVEL FLOAT SPARE SPARE SPARE ANALOG LOOP I.S. BARRIER SUBMERSIBLE LEVEL TRANSDUCER MANHOLE LEVEL 1-2/C-SIG-1"C PUMP 1 VFD RUNNING ALARM REQUIRED M1 PUMP 2 VFD RUNNING ALARM REQUIRED M2 SPEED SELECT RH SPEED SELECT RJ PUMP 1 SPEED CONTROL PUMP 1 SPEED SPEED CONTROL 4-20mA INPUT SPEED CONTROL 4-20mA OUTPUT PUMP 2 SPEED CONTROL PUMP 2 SPEED SPEED CONTROL 4-20mA INPUT SPEED CONTROL 4-20mA OUTPUT PUMP 1 RUNNING PUMP 1 ALARM PUMP 2 RUNNING PUMP 2 ALARM CONT'D ON SHEET E-06 11/02/20210 ISSUED FOR BIDZMNMEZNAO 7.3 REVISION DESCRIPTIONDATEAPP.BYNO. CHK. TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Suite 200 4300 MARKETPOINTE DRIVE BARR ENGINEERING CO. Fax: (952) 832-2601 www.barr.com Ph: 1-800-632-2277 Project Office: PRINTED NAME MINNEAPOLIS, MN 55435 AS SHOWN 08/03/2021 CML2 ZMN NAO MEZ CITY OF CRYSTAL CRYSTAL, MINNESOTA CENTRAL CORE STORMWATER PROJECT CRYSTAL, MINNESOTA LIFT STATION CONTROL SCHEMATIC 23/27-1802.00 S088 E-05 0 11/02/2021 22509 ISSUED FOR BID MARK E. ZIEMER CADD USER: PATRICK E. BROCKAMP FILE: M:\DESIGN\23271802.00\2327180200_E-05.DWG PLOT SCALE: 1:2 PLOT DATE: 10/15/2021 1:41 PMCLIENT AGENCY BID CONSTRUCTION RECORD 09/15/21------ ------- ---11/02/21--- ------- ------- A B C 0 1 2 3 NO SCALE TYPICAL LIFT STATION CONTROL SCHEMATIC 1. MODIFY SCHEMATICS AS REQUIRED FOR UL508 LABEL AT NO ADDITIONAL COST TO THE OWNER. 2. ORGANIZE & LACE ALL WIRING USING NYLON CABLE TIES. 3. PUMP CONTROL MODULE IS BASED ON FLYGHT. ALTERNATE SYSTEMS SHALL INCLUDE PUMP OVERTEMPERATURE AND LEAK DETECTION CIRCUITS WITH CONTROL MODIFICATIONS AS REQUIRED/ CONTROL PANEL GENERAL NOTES: SYMBOL LEGEND DESCRIPTION EXISTING EQUIP. & CIRCUITRY NEW EQUIP. & CIRCUITRY UNDER THIS CONTRACT 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 CONT'D FROM PREVIOUS SHEET E-05 H H N + - N + - H HIGH LEVEL ALARM LOW LEVEL ALARM PUMP NO. 1 OVERTEMP ALARM PUMP NO. 1 SEAL FAIL ALARM EXHAUST FAN RUN PUMP NO. 2 OVERTEMP ALARM PUMP NO. 2 SEAL FAIL ALARM EF1 AUTO HAND MCB2 AUX MCB1 AUX H RETURN TO PLC R5 R6 PUMP 1 REQUIRED R4 PUMP 2 REQUIRED SPARE R7 SPARE R8 11/02/20210 ISSUED FOR BIDZMNMEZNAO 7.3 REVISION DESCRIPTIONDATEAPP.BYNO. CHK. TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Suite 200 4300 MARKETPOINTE DRIVE BARR ENGINEERING CO. Fax: (952) 832-2601 www.barr.com Ph: 1-800-632-2277 Project Office: PRINTED NAME MINNEAPOLIS, MN 55435 AS SHOWN 11/02/2021 CML2 ZMN NAO MEZ CITY OF CRYSTAL CRYSTAL, MINNESOTA CENTRAL CORE STORMWATER PROJECT CRYSTAL, MINNESOTA ELECTRICAL DETAILS AND ONE-LINE DIAGRAM 23/27-1802.00 S088 E-06 0 11/02/2021 22509 ISSUED FOR BID MARK E. ZIEMER CADD USER: PATRICK E. BROCKAMP FILE: M:\DESIGN\23271802.00\2327180200_E-06.DWG PLOT SCALE: 1:2 PLOT DATE: 10/15/2021 1:41 PMCLIENT AGENCY BID CONSTRUCTION RECORD 09/15/21------ ------- ---11/02/21--- ------- ------- A B C 0 1 2 3 5' EXTRA EACH CABLE. TYPICAL. SCHEDULE 80 PVC CONDUITS. SEE PLAN. BELL ENDS CABLE HOLDER BY HATCH MFR PUMP, LEVEL SENSOR, AND FLOAT SWITCH CABLES. STAINLESS STEEL VENTILATED ENCLOSURE. VENTILATION LOUVERS TO BE 12"x24" (MINIMUM) ON FRONT PANEL W/ LOUVER BLADES IN A DOWNWARD & OUTWARD DIRECTION & INSECT SCREEN INSIDE ENCLOSURE. CROUSE-HINDS TYPE CGB CONNECTORS. ONE PER CABLE. SIZE PER CABLE O.D. NOTE: SEE GENERAL DRAWINGS FOR PLAN LAYOUT AND EQUIPMENT LOCATIONS. LIFT STATION CONTROL PANEL CONCRETE PAD. SEE STRUCTURAL. SCADA ANTENNA. ORIENT TOWARDS MASTER FOR OPTIMUM RECEPTION. WEATHERPROOF CORD-GRIP TYPE CABLE FITTING SIZED FOR CABLE O.D. (OR WEATHERHEAD TOP). PROVIDE 12" LONG x 1 1/2" GRS CONDUIT MAST IN TENON AND MOUNT ANTENNA BRACKET TO MAST WITH STAINLESS STEEL U-BOLTS, NUTS, WASHERS & LOCK WASHERS. DRILL TENON/ MAST & FASTEN WITH TWO 3/8"x 3" STAINLESS STEEL BOLTS, NUTS, WASHERS AND LOCK WASHERS. SEAL BETWEEN TENON & MAST CONDUIT WITH SILICONE CAULK. GROUND ANTENNA/ COAX CABLE PER MFR RECOMMENDATIONS. ROUTE ANTENNA CABLE AND #6 BARE STRANDED GROUND UP THROUGH POLE. PROVIDE AND INSTALL ANTENNA MAST: DIRECT-BURIAL, ROUND, TAPERED FIBERGLASS MAST WITH 2 3/8" O.D. TENON TOP. INSTALL PER MANUFACTURER'S INSTRUCTIONS. WHATLEY, OR EQUAL. ASSUME 20' HIGH FOR BIDDING PURPOSES, CONTRACTOR TO PERFORM SIGNAL PATH STUDY TO CONFIRM EXACT REQUIREMNETS. SEE SPECIFICATIONS. PROVIDE TWO (2) BAGS QUICK-SET CONCRETE MIX AROUND POLE BASE.30"CONDUIT PER PLAN: 1-2" ANTENNA CABLE 1-1" LIGHT (AS REQUIRED)4'GRADE #6 AWG BARE STRANDED COPPER GROUND 5/8"x 10' COPPER-CLAD STEEL GROUND ROD. WITH TOP AT 18" BELOW GRADE NOT TO SCALE SCADA ANTENNA DETAIL NO SCALE LIFT STATION SECTION2 - 1 - LIFT STATION BUILDING SEAL CONDUITS WITH 1/4" SILICONE CAULK PUMP AND LEVEL SENSOR CABLES. TYPICAL. PROVIDE 24 POINT, 600VAC BARRIER TYPE TERMINAL BLOCK TO CONNECT PUMP & FLOAT SWITCH CABLES. LABEL ALL TERMINALS & TAG ALL CONDUCTORS PER MFRS. DRAWINGS. SIZE TERMINALS FOR CONDUCTORS. SECURE ENCLOSURE TO BUILDING USING ALL STAINLESS STEEL HARDWARE. CABLE AND CONDUIT PER ONE-LINE DIAGRAM AND SCHEMATICS. SEAL CONDUITS WITH DUCTSEAL. STAINLESS STEEL 30"H x 24"W x 10"D NEMA 4X ENCLOSURE W/ SCREW-CLAMP COVER & PAD-LOCK HASP. HOFFMAN #A-30H2410SSLP, OR EQUAL. STAINLESS STEEL MOUNTING STRAP RADAR LEVEL SENSOR CORE DRILL OPENINGS AND PATCH WITH NON-SHRINK GROUT20'PROVIDE AND INSTALL POLE- MOUNTED FIXTURE: HUBBELL CL1-A-30L-U-4K-4-DB-RPA3. CONFIRM ORIENTATION PER PLAN. LIFT STATION ONE-LINE DIAGRAM NO SCALE 60A/3P MCB W/AUX CONTACTS PUMP 130A/2P PUMP 220A/3P CABLE AND CONDUIT SCHEDULE NAME PHASE/NEUTRAL CONDUCTORS EQUIPMENT GROUNDING CONDUCTOR CONDUIT SIZE A B C D 3-1/C-#3/0 3-1/C-#3/0 3-1/C-#8 3-1/C-#12 1-#6 1-#10 1-#12 3" 3" 3/4" 3/4" 200A/3P MAIN CIRCUIT BREAKER W/ U.L. SERVICE ENTRANCE LABEL NEMA 1 GROUND RODS #1/0 BARE STRANDED COPPER GROUND CONDUCTOR GND BUS 200A GENERATOR RECEPTACLE. CROUSE-HINDS #AR2042-S4-S22 W/ SPRING COVER 200A 3-POLE DOUBLE THROW SWITCH WHM NEMA 3R UTILITY APPROVED METER UTILITY SERVICE 480Y/277V, 3P, 4W SERVICE A A B B 30A/3P SPD D 25HP 32A CABLE BY MFG. 3" SCH. 80 PVC CONDUITS C C 5kW ELECTRICUNITHEATERDVENTILATED AIR BREAK AND TERMINAL JUNCTION BOX TO CONTROL AND SCADA EQUIPMENT. SEE SCHEMATIC, SHEETS E-03, E-04 AND E-05 LIFT STATION POWER AND CONTROL PANEL NEMA 12 B VARIABLE FREQUENCY DRIVE VARIABLE FREQUENCY DRIVE NEMA 1 25HP 32A 60A/3P MCB W/AUX CONTACTS CT CT PHASE FAILURE RELAY MCB'S FOR PUMPS SHALL BE PROVIDED WITH TWO SETS OF AUXILIARY CONTACTS EACH. PROVIDE CURRENT TRANSDUCERS FOR EACH PHASE OF VFD OUTPUTS, ACUAMP #ACT R050-42L-S OR EQUAL. SEE CONTROL SCHEMATIC FOR CONNECTIONS. 7.5kVA 480:120/240V 1Ø, 3W 11/02/20210 ISSUED FOR BIDZMNMEZNAO NO SCALE TRANSFORMER PAD DETAIL3 - 7.3 SPEC. 01 22 00 ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST EXTENSION 1.06.A MOBILIZATION/DEMOBILIZATION LS 1 112,000.00$ 112,000.00$ 1.06.B CONSTRUCTION SAFETY FENCE - ORANGE LF 500 4.00$ 2,000.00$ 1.06.C CONTROL OF WATER/DEWATERING LS 1 10,000.00$ 10,000.00$ 1.06.D ROCK CONSTRUCTION ENTRANCE EACH 2 2,000.00$ 4,000.00$ 1.06.E INLET PROTECTION EACH 1.06.F CLEARING AND GRUBBING ACRE 0.7 12,000.00$ 8,400.00$ 1.06.G SAWCUT PAVEMENT LF 100 4.00$ 400.00$ 1.06.H BULKHEAD STORM SEWER EACH 2 450.00$ 900.00$ 1.06.I CORE DRILLING AND CONNECT TO EXISTING WING WALL EACH 2 2,000.00$ 4,000.00$ 1.06.J REMOVE STORM SEWER PIPING - 8" DIP LF 3 15.00$ 45.00$ 1.06.J REMOVE STORM SEWER PIPING - 10" DIP LF 170 15.00$ 2,550.00$ 1.06.J REMOVE STORM SEWER PIPING - 12" DIP LF 10 15.00$ 150.00$ 1.06.J REMOVE STORM SEWER PIPING - 15" CPEP LF 80 15.00$ 1,200.00$ 1.06.J REMOVE STORM SEWER PIPING - 36" RCP & FES LF 36 25.00$ 900.00$ 1.06.J REMOVE STORM SEWER PIPING - 11X18" CMPA LF 10 20.00$ 200.00$ 1.06.K REMOVE GATE VALVE AND RISER LS 1 300.00$ 300.00$ 1.06.L REMOVE BAFFLE BOX STRUCTURE AT WING WALL LS 1 650.00$ 650.00$ 1.06.M REMOVE RAILING LS 1 500.00$ 500.00$ 1.06.N REMOVE MANHOLE - 48" EACH 2 500.00$ 1,000.00$ 1.06.N REMOVE MANHOLE - 108" EACH 1 5,000.00$ 5,000.00$ 1.06.O REMOVE INTERNAL LIFT STATION COMPONENTS LS 1 5,500.00$ 5,500.00$ 1.06.P REMOVE PAVEMENT - CONCRETE WALK SY 12 10.00$ 120.00$ 1.06.P REMOVE PAVEMENT - BITUMINOUS SY 210 5.00$ 1,050.00$ 1.06.Q REMOVE CHAIN LINK FENCE LF 415 4.00$ 1,660.00$ 1.06.R SALVAGE AND REINSTALL VINYL COATED CHAIN LINK FENCE LS 1 1,300.00$ 1,300.00$ 1.06.S SALVAGE AND REINSTALL GATE LS 1 800.00$ 800.00$ 1.06.T INSTALL CHAIN LINK FENCE LF 400 14.00$ 5,600.00$ 1.06.U TOPSOIL SALVAGE AND REINSTALL CY 300 8.00$ 2,400.00$ 1.06.V TOPSOIL IMPORT CY 300 30.00$ 9,000.00$ 1.06.W COMMON EXCAVATION (P) CY 2,000 15.00$ 30,000.00$ 1.06.X POND DREDGING OF MPCA DREDGED MATERIAL LEVEL 1 REMOVAL AND DISPOSAL (P)CY 16,000 45.00$ 720,000.00$ 1.06.Y CLASS 5 AGGREGATE TON 300 23.00$ 6,900.00$ 1.06.Z RIPRAP - CLASS III TON 130 50.00$ 6,512.00$ 1.06.AA BITUMINOUS PAVEMENT SY 300 35.00$ 10,500.00$ 1.06.BB CONCRETE CURB AND GUTTER - B612 LF 368 32.00$ 11,776.00$ 1.06.CC CONCRETE WALK SY 12 62.00$ 744.00$ 1.06.DD CONCRETE WING WALL EXTENSIONS LS 1 7,500.00$ 7,500.00$ 1.06.EE ELECTRICAL CONTROLS BUILDING LS 1 50,000.00$ 50,000.00$ 1.06.FF ELECTRICAL SITE WORK LS 1 90,000.00$ 90,000.00$ 1.06.GG ELECTRICAL ALLOWANCE ALW 1 10,000.00$ 10,000.00$ 1.06.HH LIFT STATION SUBMERSIBLE PUMPS AND APPURTANANCES LS 1 130,000.00$ 130,000.00$ 1.06.II FORCE MAIN PIPING - 14" DIP (FLANGED)LF 80 200.00$ 16,000.00$ 1.06.JJ FORCE MAIN PIPING - DIRECTIONALLY DRILLED - 18" HDPE SDR 17 LF 590 175.00$ 103,250.00$ 1.06.KK CHECK VALVE - 14"EACH 2 9,500.00$ 19,000.00$ CITY OF CRYSTAL CENTRAL CORE STORMWATER PROJECT ENGINEERS OPINION OF PROBABLE COST DATED OCTOBER 15, 2021 GAULKE POND IMPROVEMENTS 1 of 2 7.3 SPEC. 01 22 00 ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST EXTENSION 1.06.LL GATE VALVE - 14" EACH 2 7,800.00$ 15,600.00$ 1.06.MM STORM SEWER PIPE - 15" RCP LF 52 70.00$ 3,640.00$ 1.06.MM STORM SEWER PIPE - 30" RCP LF 26 105.00$ 2,730.00$ 1.06.MM STORM SEWER PIPE - 36" RCP LF 160 130.00$ 20,800.00$ 1.06.MM STORM SEWER PIPE - 42" RCP LF 56 250.00$ 14,000.00$ 1.06.NN FLARED END SECTION - 42" RCP EACH 1 2,000.00$ 2,000.00$ 1.06.OO PRECAST CONCRETE MANHOLE - 48" CB (GP-01)EACH 1 2,500.00$ 2,500.00$ 1.06.OO PRECAST CONCRETE MANHOLE - 48" MH (GP-06)EACH 1 3,500.00$ 3,500.00$ 1.06.OO PRECAST CONCRETE MANHOLE - 72" OUTLET STRUCTURE (GP-03) EACH 1 7,500.00$ 7,500.00$ 1.06.OO PRECAST CONCRETE MANHOLE - 84" MH (GP-02)EACH 1 18,000.00$ 18,000.00$ 1.06.OO PRECASTCONCRETE MANHOLE - 96" VALVE MH (GP-05)EACH 1 16,800.00$ 16,800.00$ 1.06.OO PRECAST CONCRETE MANHOLE - 120" MH (GP-04) - LIFT STATION EACH 1 45,000.00$ 45,000.00$ 1.06.PP SAFL BAFFLE EACH 1 17,000.00$ 17,000.00$ 1.06.QQ TRASH RACK - INTAKE PIPE EACH 2 5,000.00$ 10,000.00$ 1.06.QQ TRASH RACK - OVERFLOW MH EACH 1 4,000.00$ 4,000.00$ 1.06.RR RAILING LS 1 5,700.00$ 5,700.00$ 1.06.SS REPAIR WOODEN BAFFLE BOX LS 1 1,000.00$ 1,000.00$ 1.06.TT SEEDING - SEED MIX 1 ACRE 0.3 3,000.00$ 900.00$ 1.06.TT SEEDING - SEED MIX 2 ACRE 0.7 2,500.00$ 1,750.00$ 1.06.TT SEEDING - SEED MIX 3 ACRE 0.5 2,500.00$ 1,250.00$ 1.06.UU EROSION CONTROL BLANKET SY 1,170 2.50$ 2,925.00$ 1.06.VV SEDIMENT CONTROL LOG LF 500 5.00$ 2,500.00$ 1.06.WW HYDROMULCH SY 2,360 2.00$ 4,720.00$ 1,597,622.00$ (1,438,000.00)$ 1,838,000.00$ P:\Mpls\23 MN\27\23271802 Central Core Stormwater\WorkFiles\Cost Estimate\[Central Core Cost Estimate.xlsx]100% OPC - WORKING ENGINEERS OPINION OF PROBABLE COST CONTINGENCY LOW RANGE (-10%) CONTINGENCY HIGH RANGE (+15%) 2 of 2 7.3 RESOLUTION NO. 2021 - ______ APPROVING PLANS AND SPECIFICATIONS CENTRAL CORE STORM WATER PROJECT WHEREAS, the Crystal City Council is committed to providing and maintaining quality infrastructure that is essential for everyday residential, commercial, industrial, and recreational activities in the City; and WHEREAS, the City has completed extensive storm water management analysis through the Central Core of the City; and WHEREAS, the 2021 Storm Water Utility long term plan allocated funds for the Gaulke Pond storm water project; and WHEREAS, Barr Engineering has completed plans and specifications for the Central Core Storm Water Project; NOW, THEREFORE, BE IT RESOLVED that the Crystal City Council hereby approves the plans and specifications for the Central Core Storm Water Project. Adopted by the Crystal City Council this 2nd day of November, 2021. Jim Adams, Mayor ATTEST: ____________________________ Chrissy Serres, City Clerk 7.3 RESOLUTION NO. 2021 - ______ ORDERING ADVERTISEMENT FOR BIDS CENTRAL CORE STORM WATER PROJECT WHEREAS, the Crystal City Council is committed to providing and maintaining quality infrastructure that is essential for everyday residential, commercial, industrial, and recreational activities in the City; and WHEREAS, the City has completed extensive storm water management analysis through the Central Core of the City; and WHEREAS, the 2021 Storm Water Utility long term plan allocated funds for the Gaulke Pond storm water project; and WHEREAS, Barr Engineering has completed plans and specifications for the Central Core Storm Water Project; and WHEREAS, the City Council approved the plans and specifications on November 2, 2021. NOW, THEREFORE, BE IT RESOLVED that the Crystal City Council hereby orders the advertisement for bids for the Central Core Storm Water Project. Adopted by the Crystal City Council this 2nd day of November, 2021. Jim Adams, Mayor ATTEST: ____________________________ Chrissy Serres, City Clerk 7.3 O TN'� rlease hand this Corm to the City Clerk before the meeting begins. To provide ample opportunity for all, speaking time is limited to three minutes and topic discussion is limited to 10 minutes. (Information provided on this form is open to the public) (please print clearly). The topic I wish to address is: Name: v rJ� Address: Zip Code: Dater (� /Z 1 7-4 ---- Day Phone (optional):. Email (optional): �� r-6 Thank you for your attendance and participation. rlease hand this torm to h City Clerk before the meeting begins. To provide ample opportunity for all, speaking time is limited to three minutes and topic discussion is limited to 10 minutes. (Information provided on this form is open to the public) (please print clearly) The topic I wish to address is: Name: Address: � r — Zip Code:~ 4, agate: -- Day Phone (optional): Email (optional): Thank you for your attendance and participation.