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2016.09.20 Council Meeting Packet Posted: Sept. 16, 2016 City Council Meeting Schedule Sept. 20, 2016 Time Type of meeting Location 6 p.m. Citizen Input Time Conference Room A 6:30 p.m. First Council work session to discuss: • Presentation by Blue Line Project office on visual screening and Traction Power Sub-Station (TPSS) location Conference Room A 7 p.m. City Council meeting Council Chambers Immediately following the regular City Council meeting Second Council work session to discuss: • Review proposed amendments to City Code Chapter 4 (City Code Review Task Force recommendations) • Constituent issues update • City Manager monthly check-in • New business • Announcements Conference Room A 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: Sept. 16, 2016 City Council First Work Session Agenda Sept. 20, 2016 6:30 p.m. Conference Room A Pursuant to due call and notice given in the manner prescribed by Section 3.01 of the City Charter, the first work session of the Crystal City Council was held at ______ p.m. on Sept. 20, 2016 in Conference Room A at City Hall, 4141 Douglas Dr. N., Crystal, Minnesota. I. Attendance Council members Staff ____ Deshler ____ Norris ____ Kolb ____ Therres ____ Libby ____ Ray ____ Parsons ____ Revering ____ Peak ____ Sutter ____ Adams ____ Gilchrist ____ Dahl II. Agenda The purpose of the work session is to discuss the following agenda item: 1. Presentation by Blue Line Project office on visual screening and Traction Power Sub-Station (TPSS) location. III. Adjournment The work session adjourned at ______ p.m. 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 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Like &A, Crystal City Council Work Session September 20, 2016 L ©MetroTransit ® IrrTi'f4ment 5p Today's Topics Visual Screening TPSS utiUNE 14 �CN m Visual Screening C LINEIFN �m 3 Visual Screening — Context Community feedback: 36 households surveyed, near -unanimous consent for fence as screening Questions that needed to be addressed from previous open house: Height? Location? Maintenance? Visual Screening ----..-------------------- ------- ------------------------ --------- --------- A--------- ------------ D AI`T-WORK ---- -- ORAPT-WORN IN PROCESS 421-MIX BLUE LINE LRT EXTENSION p RevO Kimley>»Horn WR nhrd—iddw gb TYPICAL ELEVATION 08/18/2016 OI„OU L EVE HEIGHT STUDY Visual Screening 631d Ave — Location #1, 180 ft m Visual Screening Visual Screening 631d Ave —Location #2, 180 ft m Visual Screening M 9 631d Ave — Location #2, 155 ft Visual Screening - Recommendation 8 foot fence Composite material (similar to that at 63rd Ave park- and-ride) Fence located on private property Owned and maintained by property owners Metro Transit responsible for graffiti removal on side facing railroad LINE F"rT TF � N m 10 Visual Screening - Next Steps Follow-up public meeting Monday, October 17, Becker Park (time TBD) Present results of follow-up survey with recommendation for fence design Refine design for inclusion in 60% plans 19 TPSS 12 m�J7 LINEFT M F 1 rG ': N W O z g LINE C o, Locating Systems Elements Review Location review looked at parcel ownership and followed the following order in determination of the optimal sites 1. Met Council property 2. Hennepin County Railroad Authority property 3. Other public agency property (MnDOT, County, City) 4. Private property acquired as part of the LRT project 5. Vacant private property 13 TPSS Examples Prior Ave a Stadium Village (w/ Signal House) 14 I��E uNE F+r F ,: Z LINE N N_ w o M TPSS - West Broadway p /°l" �- �{'` W BROADWAY AVE (� - 11 E BLUE LINE LRT EXTENSION CITY OF CRYSTAL 09115/2016 Kimley»)Horn bwsPImm— TRACTION POWER SUBSTATION TPSS-BL407 SITE LOCATION TPSS - West Broadway :Y --- - �,-- -- 1 o marosm rv,tt (ml L{ �J, 31:6 r _--'T--------�- - -- ----- .----- ----- F r,mur i T— D MFT•WOPo(IN PROCEBB E6NE BLUE LINE LRT EXTENSION crn OF CRYSTAL 09115/2016 Kimley )Hornw5P l- » TRACTION POWER SUBSTATION TPSSSL4D7 SITE PLAN M E'Ll�OPOU7 LSI TPSS - Bass Lake Road Station BASS LAKE ROA TPSS - Bass Lake Road Station 18 TPSS - 60th Ave I \ r , b oo� - -- - - eom AVE s \ a aG , if n - , a --� BLUE LINE LRT EXTENSION k F CRYSTAL l Kmley)))Horn ION POWER T TPSSSITE LOCATION CITY TRACTb P� MtoC�POI.ISAN TPSS - 60th Ave _ r — -- --- --- — ------ -- — -4-, 7j b —J d > n BLUE LINE LRT EXTENSION Kimley WSPi ,✓+F CITY OF CRYSTAL 09/OBf2018 ® ) F TRACTIONPOWER SUBSTATION �i ))Horn i TPSS-SLd09 SITE PLAN { M oTRO n061TAN TPSS - Next Steps Refine site designs for 60 and 90% plans Orientation Screening Surrounding site and vegetation ve LINE IO �.�z■ 21 More Information .o. COMMUNITIES .r. PARKS a TRANSPORTATION WASTEWATER&WATER .,t HOUSING .a PLANNING A1L71t01'OLIT'AN LSI Website: BlueLineExt.org Email: BlueLineExt@metrotransit.org Twitter: BlueLineExt tit �J0 LINf EI-T�Zn ®zi 22 METRO BLUE LINE EXTENSION Route The METRO Blue Line Extension LRT) vnll operate northwest from downtovm Minneapolis through north Minneapolis. Golden Valley, Robbinsdale. Crystal and Brooklyn Park, drawing riders northwest of Brooklyn Park. The proposed Stations alignment is pnmarly at -grade and v,ill have up to 1 t new stations m addition to Target Field Station and about 13 miles double track. The line :vill intedine+lith the METRO Blue Line and connect Minneapolis and the region's northwest EOVeortmental suburbs with existing LRT on the METRO Green Line. future LRT on the METRO Green Line Extension. bus rapid transit on the METRO Red Line. the Northstar commuter rail line and local and express bus routes. Timeline LatestNews Route Project Partners Feds Met Counod can berm desionintl METRO Blue Line Extension Cfck on the man below for in—ifs—lit Website: BlueLineExt.org Email: BlueLineExt@metrotransit.org Twitter: BlueLineExt tit �J0 LINf EI-T�Zn ®zi 22 City Council Meeting Agenda Sept. 20, 2016 7 p.m. Council Chambers 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. Appearances 3.1 Chief Revering will be recognizing Officer Mason Barland who was recently awarded as Traffic Officer of the Year for Hennepin County by the Traffic Advisory Group. 4. City Council Meeting Minutes The Council will consider the minutes from the following meetings in a single motion: 4.1 The regular City Council meeting from Sept. 6, 2016. 4.2 The regular City Council work sessions from Sept. 6, 2016. 4.3 The regular City Council work session from Sept. 8, 2016. 5. Consent Agenda The Council will consider the following items, which are routine and non-controversial in nature, in a single motion: 5.1 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. 5.2 Approval of a resolution accepting the following donations: a. $100.00 from Brice Skarnes Insurance Agency, Inc. for Crystal Police Chaplain Fund. b. $500 from Crystal Frolics Committee for Crystal Police Explorers. c. $1,000 from Crystal Lions for Crystal Airport Open House. d. $10,000 from West Metro Fire-Rescue Relief Association for Crystal Frolics. 5.3 Approval of a resolution calling for a public hearing on Senior Living Revenue Bonds issued by the city of Apple Valley. 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Crystal City Council Meeting Agenda Sept. 20, 2016 Page 2 of 6 5.4 Approval of three solicitor licenses for John Cooley, Hunter Johnson and Jake Weiss of Custom Remodelers, Inc. to go door-to-door in Crystal from Sept. 21 – Dec. 31, 2016, offering free estimates and scheduling appointments for home improvement projects. 5.5 Approval of a special meeting on November 15, 2016 at 5:45 p.m. to canvass the general elections returns.* 6. 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.) 7. Public Hearing 7.1 The Mayor will open a public hearing to receive comment on vacation of a sanitary sewer easement in Schaefer’s Lake Side Grove for the plat of Bottineau Gardens, followed by Council consideration of a vacation resolution. This easement is no longer needed due to the re-platting of the property as recommended by the Planning Commission (see item 8.4). A separate City Council public hearing is required to vacant the easement before the plat may proceed. Recommend adoption of the vacation resolution. 8. Regular Agenda 8.1 The Council will consider approval of disbursements over $25,000 submitted by the finance director to the city council, a list that is on file in the office of the finance director. Recommend approval of disbursements over $25,000. 8.2 The Council will consider a resolution approving a variance for a detached garage at 5565 Welcome Avenue North. The owner of the property at 5565 Welcome Avenue North is requesting a variance to enlarge or replace a detached garage that is closer to the street Crystal City Council Meeting Agenda Sept. 20, 2016 Page 3 of 6 than the existing home, and is located 6 feet closer to the front property line than the required 30 feet. At its September 12 meeting the Planning Commission held a public hearing on the application and recommended approval of the variance, contingent on the findings and conditions included in the staff report. 8.3 The Council will consider a resolution approving a variance for an attached garage at 5440 Twin Lake Terrace. The owner of the property at 5440 Twin Lake Terrace is requesting a variance to construct a garage addition to the front of the existing home that would be located 12 feet from the front property line rather than the required 30 feet. At its September 12 meeting, the Planning Commission held a public hearing on the application and recommended approval of the variance, contingent on the findings and conditions included in the staff report. 8.4 The Council will consider a resolution approving a plat of Bottineau Gardens (vacant Hennepin County land at 4816-4834 Lakeland and 5205 49th). Hennepin County is proposing a preliminary and final plat application to replat three lots for new single-family homes on an approximately 0.9 acre parcel. The plat is located near the intersection of Lakeland and 49th Avenues North, north of Lakeside Avenue North. At its September 12 meeting the Planning Commission held a public hearing on the plat and recommended approval of the plat subject to conditions outlined in the staff report. 8.5 The Council will consider a resolution for Shingle Creek Watershed Memorandum of Understanding for North Lions Park pond. Work at North Lions Park is being done through the Shingle Creek Watershed but before the work can be done, a Memorandum of Understanding (MOU) needs to be executed. Recommend approval of the resolution authorizing execution of this MOU. 8.6 The Council will consider a resolution for a Professional Services Agreement for Becker Park Storm Water Project. As the Council is aware, Crystal has received grant funds for a storm water project at Becker Park. Prior to completing the actual improvements, pre- design and preliminary engineering work is required. A grant from the Board Crystal City Council Meeting Agenda Sept. 20, 2016 Page 4 of 6 of Water and Soil Resources (BWSR) will pay for this work. Recommend approval of the resolution authorizing a professional services agreement with Wenck & Association for the Becker Park storm water project. 8.7 The Council will consider a resolution for accepting the feasibility report and calling for a public improvement hearing for Phase 16. As discussed at the last work session, the feasibility report for next year’s street reconstruction project (Phase 16, Skyway neighborhood) is complete. In order to keep moving forward with the project, recommend approval of the resolution accepting the feasibility report and calling for a public hearing on the project for October 18. 8.8 The Council will consider a resolution declaring the amount to be assessed, ordering preparation of assessment roll and setting the date for a public hearing for the 2016 Alley Project. It is time to schedule the public hearing for this year’s alley reconstruction project. Recommend approval of the resolution declaring the amount to be assessed and ordering preparation of the assessment roll and setting the date for the public hearing for these assessments for October 18. 8.9 The Council will consider a resolution declaring the amount to be assessed, ordering preparation of assessment roll and setting the date for a public hearing for Phase 15 private driveway and sanitary sewer participants. As part of the street reconstruction projects, residents have the option of private driveway replacement or sanitary sewer work. Recommend approval of the resolution declaring the amount to be assessed, ordering preparation of the assessment roll and setting the date for the public hearing on these assessments for October 18. 8.10 The Council will consider a resolution approving the 2017 fee schedule (excluding utilities). As discussed at the September 8 work session, recommend approval of the 2017 fee schedule (excluding utilities.) Crystal City Council Meeting Agenda Sept. 20, 2016 Page 5 of 6 8.11 The Council will consider a resolution adopting proposed tax levies payable in 2017. The City Council needs to adopt preliminary 2017 levies prior to September 30. The general fund preliminary levy is the highest it can be but it can be reduced prior to the final budget and levy adoption in December. Recommend approval of the resolution adopting proposed tax levies payable in 2017. 9. Announcements a. September Helping Us Grow (HUG) Diaper Drive is at Crystal Community Center through September 30. b. Crystal Business Association meets Sept. 21 at 8:30 a.m. in the Community Room at Crystal City Hall, 4141 Douglas Drive. c. Quad Communities Beyond the Yellow Ribbon is hosting its second annual Glow Golf Tournament on Thursday, Sept. 22 at 6 p.m. at the New Hope Golf Course. d. Absentee voting for the General Election starts Friday, Sept. 23 by mail or in person at City Hall. e. The second annual Run for Rocco is Sat., Sept 24 at Basset Creek Park. f. A community open house for the 2035 Crystal Airport Long-Term Comprehensive Plan is Sept. 27 from 5 – 7 p.m. at Crystal Community Center, 4800 Douglas Dr. N. g. The annual Kids Garage Sale is Oct. 1, 8:30 – Noon at Crystal Community Center Game Room. h. Fire Prevention Week is Oct. 9-15. i. The next city council meeting is Wednesday, Oct. 5 at 7 p.m. in the Council Chambers at City Hall. The next Citizen Input Time is Oct. 18 at 6 p.m. in Conference Room A at City Hall. j. Special Materials Drop Off Day is Oct. 8, 8 a.m. – 3 p.m. at Brooklyn Park Operations and Maintenance Facility. k. The public is encouraged to attend a meeting regarding body worn cameras on Monday, Oct. 10 from 6:30 – 8:30 p.m. at the Neighborhood Outreach Office, 227 Willow Bend. Police department representatives will be there to answer questions, solicit feedback and discuss the camera policy. Crystal City Council Meeting Agenda Sept. 20, 2016 Page 6 of 6 l. Domestic Violence and Juvenile Crime class is Oct. 11 from 6:30 – 8 p.m. at the Neighborhood Outreach Office. m. Girl and Boy Scout troops are invited to lead the pledge at city council meetings. Troops that are interested may contact city staff for information. n. 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 10. Adjournment 11. Sept. 20, 2016 Meeting Schedule Time Type of meeting Location 6 p.m. Citizen Input Time Conference Room A 6:30 p.m. First council work session to discuss: • Presentation by Blue Line Project office on visual screening and Traction Power Sub-Station (TPSS) location Conference Room A 7 p.m. City Council meeting Council Chambers Immediately following the regular City Council meeting Second council work session to discuss: • Review proposed amendments to City Code Chapter 4 (City Code Review Task Force recommendations) • Constituent issues update • City Manager monthly check-in • New business* • Announcements* Conference Room A * Denotes no supporting information included in the packet. Have a great weekend; see you at Tuesday’s meeting. CCCRRRYYYSSSTTTAAALLL PPPOOOLLLIIICCCEEE DDDEEEPPPAAARRRTTTMMMEEENNNTTT “Service with Compassion and Integrity” TO: Mayor and Council Members FROM: Stephanie K. Revering, Chief of Police CC: Anne Norris, City Manager DATE: September 9, 2016 SUBJECT: RECOGNITION ___________________________________________________________________________ MMEEMMOORRAANNDDUUMM Officer Mason Barland was awarded the Traffic Officer of the Year for Hennepin County and was recognized recently at the Hennepin Chiefs of Police Association meeting this month. On September 20, 2016 we would like to present this award to Officer Barland with your recognition. Thank you. As always, please let me know if you have any questions. 3.1 City Council Meeting Minutes Sept. 6, 2016 Page 1 of 5 1. Call to Order, Roll Call and Pledge of Allegiance Pursuant to due call and notice thereof, the regular meeting of the Crystal City Council was held on Sept. 6, 2016 at 7 p.m. in the Council Chambers at City Hall, 4141 Douglas Dr. N. in Crystal, Minnesota. 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: City Council members present: Dahl, Deshler, Kolb, Libby, Peak and Adams. Absent: Parsons. City staff present: City Manager A. Norris, Assistant City Manager/Human Resources Manager K. Therres, City Attorney T. Gilchrist, Public Works Director/City Engineer M. Ray, Community Development Director J. Sutter and Police Chief S. Revering. 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 Kolb and seconded by Council Member Peak to approve the agenda. Motion carried. 3. Appearances 3.1 Presentation by Robbinsdale Area Redesign Program Director Melodie Hanson regarding the Helping Us Grow (HUG) Diaper Drive. 4. City Council Meeting Minutes The Council considered the minutes from the following meetings in a single motion: 4.1 The regular City Council meeting from Aug. 16, 2016. 4.2 The regular Council work session from Aug. 16, 2016. 4.3 The budget City Council work sessions from Aug. 15, 18 and 31, 2016. Moved by Council Member Peak and seconded by Council Member Deshler to approve the above minutes in a single motion. Motion carried. 4141 Douglas Dr. N., Crystal, MN 55422-1696 763-531-1000 • Fax: 763-531-1188 • www.crystalmn.gov 4.1 City Council Meeting Minutes Sept. 6, 2016 Page 2 of 5 5. Consent Agenda The Council considered the following items, which are routine and non-controversial in nature, in a single motion: 5.1 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. 5.2 Approval of a temporary on-sale liquor permit for a church festival on Sept. 24, 2016, submitted by the Church of St. Raphael located at 7301 56th Ave. N. 5.3 Approval of three solicitor licenses for Marc Faulhammer, Arnold Ingram and Jason Sack of Window Concepts of Minnesota, Inc. to go door-to-door in Crystal from Sept. 7 – Dec. 31, 2016, offering free estimates and scheduling appointments for home improvement projects. 5.4 Approval of Resolution No. 2016-107, accepting $250.91 from various donation boxes for Crystal K-9 Unit. Moved by Council Member Deshler and seconded by Council Member Peak to approve the consent agenda. Motion carried. 6. Open Forum No public comment was given during open forum. 7. Regular Agenda 7.1 The Council considered approval of disbursements over $25,000 submitted by the finance director to the City Council, a list that is on file in the office of the finance director. Moved by Council Member Deshler and seconded by Council Member Kolb to approve the list of disbursements over $25,000. Voting aye: Dahl, Deshler, Kolb, Libby, Peak and Adams. Absent, not voting: Parsons. Motion carried. 7.2 The Council considered the second reading and adoption of an updated floodplain ordinance. Community Development Director J. Sutter addressed the Council. Moved by Council Member Deshler and seconded by Council Member Peak to adopt the following ordinance: 4.1 City Council Meeting Minutes Sept. 6, 2016 Page 3 of 5 ORDINANCE NO. 2016 – 04 AN ORDINANCE AMENDING SECTION 515.61 OF THE CRYSTAL CITY CODE REGARDING FLOODPLAIN REGULATIONS And further, that this is the second and final reading. Voting aye: Dahl, Deshler, Kolb, Libby, Peak and Adams. Absent, not voting: Parsons. Motion carried. Moved by Council Member Deshler and seconded by Council Member Dahl to adopt the following resolution, the reading of which was dispensed with by unanimous consent: RESOLUTION NO. 2016 – 108 RESOLUTION APPROVING SUMMARY LANGUAGE FOR PUBLICATION OF ORDINANCE #2016 - 04 Voting aye: Dahl, Deshler, Kolb, Libby, Peak and Adams. Absent, not voting: Parsons. Motion carried, resolution declared adopted. 7.3 The Council considered a resolution awarding the Bassett Creek Bank Stabilization Project. Public Works Director/City Engineer M. Ray addressed the Council. Moved by Council Member Kolb and seconded by Council Member Peak to adopt the following resolution, the reading of which was dispensed with by unanimous consent: RESOLUTION NO. 2016 – 109 AUTHORIZING THE CONTRACT WITH MINNESOTA NATIVE LANDSCAPES FOR THE BASSETT CREEK STREAM BANK STABILIZATION PROJECT Voting aye: Dahl, Deshler, Kolb, Libby, Peak and Adams. Absent, not voting: Parsons. Motion carried, resolution declared adopted. 7.4 The Council considered a resolution for reduction in the Gardendale Letter of Credit. Public Works Director/City Engineer M. Ray addressed the Council. 4.1 City Council Meeting Minutes Sept. 6, 2016 Page 4 of 5 Moved by Council Member Peak and seconded by Council Member Deshler to adopt the following resolution, the reading of which was dispensed with by unanimous consent: RESOLUTION NO. 2016 – 110 AUTHORIZING THE REDUCTION IN THE LETTER OF CREDIT FOR SVK DEVELOPMENT LLC Voting aye: Dahl, Deshler, Kolb, Libby, Peak and Adams. Absent, not voting: Parsons. Motion carried, resolution declared adopted. 7.5 The Council considered a resolution adopting a proposed EDA (HRA) tax levy payable in 2017. City Manager A. Norris addressed the Council. Moved by Council Member Deshler and seconded by Council Member Dahl to adopt the following resolution, the reading of which was dispensed with by unanimous consent: RESOLUTION NO. 2016 – 111 A RESOLUTION ADOPTING A PROPOSED ECONOMIC DEVELOPMENT AUTHORITY PROPERTY TAX LEVY PAYABLE IN 2017 Voting aye: Dahl, Deshler, Kolb, Libby, Peak and Adams. Absent, not voting: Parsons. Motion carried, resolution declared adopted. 7.6 The Council considered setting the date for discussion, public input and adoption of the final 2017 budget and tax levy. City Manager A. Norris addressed the Council. Moved by Council Member Kolb and seconded by Mayor Adams to set the date of December 6, 2016 for discussion, public input and adoption of the final 2017 levy. Voting aye: Dahl, Deshler, Kolb, Libby, Peak and Adams. Absent, not voting: Parsons. Motion carried. 8. Announcements The Council made several announcements about upcoming events. 4.1 City Council Meeting Minutes Sept. 6, 2016 Page 5 of 5 9. Adjournment Moved by Council Member Dahl and seconded by Council Member Peak to adjourn the meeting. Motion carried. The meeting adjourned at 7:33 p.m. ____________________________ Jim Adams, Mayor ATTEST: _____________________________ Kim Therres Assistant City Manager/Human Resources Manager 4.1 City Council first work session minutes Sept. 6, 2016 Pursuant to due call and notice given in the manner prescribed by Section 3.01 of the City Charter, the first work session of the Crystal City Council was held at 6:24 p.m. on Sept. 6, 2016 in Conference Room A at City Hall, 4141 Douglas Dr. N., Crystal, Minnesota. Mayor Adams called the meeting to order. I. Attendance The assistant city manager/human resources manager recorded the attendance for City Council members, staff and other representatives: City Council members present: Dahl, Deshler, Kolb, Libby, Peak and Adams. Absent: Parsons. City staff present: City Manager A. Norris, Assistant City Manager/Human Resources Manager K. Therres, Public Works Director/City Engineer M. Ray, Police Chief S. Revering and City Attorneys T. Gilchrist, P. MacMillan and M. Wallace. II. Agenda The Council and staff discussed the following agenda item: 1. Legal services update III. Adjournment The work session adjourned at 6:39 p.m. ________________________________ Jim Adams, Mayor ATTEST: Kimberly Therres Assistant City Manager/Human Resources Manager 4141 Douglas Dr. N., Crystal, MN 55422-1696 763-531-1000 • Fax: 763-531-1188 • www.crystalmn.gov 4.2 City Council second work session minutes Sept. 6, 2016 Pursuant to due call and notice given in the manner prescribed by Section 3.01 of the City Charter, the second work session of the Crystal City Council was held at 7:42 p.m. on Sept. 6, 2016 in Conference Room A at City Hall, 4141 Douglas Dr. N., Crystal, Minnesota. Mayor Adams called the meeting to order. I. Attendance The assistant city manager/human resources manager recorded the attendance for City Council members, staff and other representatives: City Council members present: Dahl, Deshler, Kolb, Libby, Peak and Adams. Absent: Parsons. City staff present: City Manager A. Norris, Assistant City Manager/Human Resources Manager K. Therres, Public Works Director/City Engineer M. Ray, Community Development Director J. Sutter, Police Chief S. Revering and City Attorney T. Gilchrist. Others present: Short Elliott Hendrickson Inc. (SEH®) Project Manager Aaron Ditzler II. Agenda The Council and staff discussed the following agenda items: 1. Phase 16 Feasibility 2. Constituent issues update 3. New business 4. Announcements III. Adjournment The work session adjourned at 8:21 p.m. ________________________________ Jim Adams, Mayor ATTEST: Kimberly Therres Assistant City Manager/Human Resources Manager 4141 Douglas Dr. N., Crystal, MN 55422-1696 763-531-1000 • Fax: 763-531-1188 • www.crystalmn.gov 4.2 City Council work session minutes Sept. 8, 2016 Page 1 of 1 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 6:32 p.m. on Sept. 8, 2016 in Conference Room A at City Hall, 4141 Douglas Dr. N., Crystal, Minnesota. Mayor Adams called the meeting to order. I. Attendance The assistant city manager/human resources manager recorded the following attendance: City Council members present: Dahl, Deshler, Kolb, Peak and Adams. Absent: Libby and Parsons. City staff present: City Manager A. Norris, Assistant City Manager/Human Resources Manager K. Therres, Recreation Director J. Elholm, Finance Director C. Hansen, Fire Chief S. Larson, Public Works Director/City Engineer M. Ray, Police Chief S. Revering and Community Development Director J. Sutter. Others present: Metropolitan Airports Commission staff: D. Nelson, N. Ralston and B. Rief. II. Agenda The Council and staff discussed the following agenda items: 1. MAC presentation on a Long Term Comprehensive Plan Update for the Crystal Airport 2. Review 2017 fee schedule 3. Review 2017 Debt Service Funds 4. 2017 Budget recap – discuss preliminary levy III. Adjournment The work session adjourned at 9:29 p.m. ________________________________ Jim Adams, Mayor ATTEST: Kimberly Therres Assistant City Manager/Human Resources Manager 4141 Douglas Dr. N., Crystal, MN 55422-1696 763-531-1000 • Fax: 763-531-1188 • www.crystalmn.gov 4.3 5.1 Page 1 of 2 Applications for City License September 20, 2016 Gas Installer Metro Gas Installers 685 141st Lane NW Andover, MN 55304 Philos Mechanical 26106 Newton Circle #6 Elko, MN 55020 Plumber City Master Co 2541 210th Ave St Croix Falls, WI 54024 Doug’s Plumbing 4908 Williston Rd Minnetonka, MN 55345 Madetzke & Gust Plumbing 2263 McKnight Rd North St Paul, MN 55109 Riverside Plumbing 7837 Mississippi Lane Brooklyn Park, MN 55444 Refuse Vehicle ACE Solid Waste 6601 McKinley St NW Ramsey, MN 55303 Allied Waste Services 8661 Rendova St NE Circle Pines, MN 55014 Aspen Waste Systems Inc 2951 Weeks Ave SE Minneapolis, MN 55414 Curbside Waste Inc 5232 Hanson Ct N Crystal, MN 55429 Darling Ingredients Inc 9000 382nd Ave Blue Earth, MN 56013 Dick’s Sanitation Services 8984 215th Street W Lakeville, MN 55044 Farmers Union/Midwest Grease P O Box 26 Redwood Falls, MN 56283 GarbageMan of Twin Cities Inc 13895 Industrial Park Blvd #100 Plymouth, MN 55441 Lepage & Sons Inc 23602 University Ave NW Bethel, MN 55005 Randy’s Sanitation P O Box 169 Delano, MN 55328 Walters Recycling & Refuse P O Box 67 Circle Pines, MN 55014 Waste Management 10050 Naples St NE Blaine, MN 55449 Rental - New 5020 Angeline Ave N – Premobowei Ogun (Conditional) 4367 Colorado Ave N – Restart Inc (Conditional) 2761 Douglas Dr N – Reese Pfeiffer 3337 Nevada Ave N 3701 – Thomas Schutte (Conditional) 5311 50th Ave N – Jeffrey Roehl (Conditional) 6324 61st Ave N – Ignacio Ruiz Ruiz (Conditional) Rental - Renewal 3321 Adair Ave N – Lucien and Lisa Truong (Conditional) 4354 Adair Ave N – Adam Ahmed (Conditional) 2701 Brunswick Ave N – Granite Cliffs LLC (Conditional) 5021 Corvallis Ave N – William Hagelstad II 3041 Douglas Dr N – Barbara Freund (Conditional) 4224 Edgewood Ave N – Matthew Selden (Conditional) 5237 Florida Ave N – Advanced Home Exteriors Inc 4824 Idaho Ave N – Eleasah Crooks 2959 Jersey Ave N – Roxanne Elfering 3933 Kentucky Ave N – Eugene and Beverly Enderlein (Conditional) 4950 Lakeland Ave N – Todd R Haugan & Associates LTD (Conditional) 5.1 Page 2 of 2 3501 Louisiana Ave N – Cambridge Apartments (Conditional) 5817 Orchard Ave N – JDA Group LLC (Conditional) 3425 Quail Ave N – Jeff and Michelle Petersen 5940 Rhode Island Ave N – Stephen and Cynthia Sylvers (Conditional) 5222 Unity Ct N – Sivanandam Mariyappan (Conditional) 6718 Valley Pl N – Jessica Witt (Conditional) 3041 Virginia Ave N – Sarah Edstrom 3309 Welcome Ave N – Home Guard Properties LLC 5656 Welcome Ave N – Matthew A. Mayotte (Conditional) 3109 Winnetka Ave N – M T and M Tjosvold 3224 Xenia Ave N – Kevin and Julie Matzek 3703 Zane Ave N – Mark Butler 5316 35th Ave N – Jared Schmillen and Leanna Wagerin Schmillen Sign Hanger All Cities Sign Inc 7619 161st Ave NE Forest Lake, MN 55025 City of Crystal Resolution No. 2016 - RESOLUTION ACCEPTING DONATIONS FROM BRICE SKARNES INSURANCE AGENCY, INC., CRYSTAL FROLICS COMMITTEE, CRYSTAL LIONS AND WEST METRO FIRE-RESCUE RELIEF ASSOCIATION 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: Donor Purpose Amount Brice Skarnes Insurance Agency, Inc. Crystal Police Chaplain Fund $100 Crystal Frolics Committee Crystal Police Explorers $500 Crystal Lions Crystal Airport Open House $1,000 West Metro Fire-Rescue Relief Association Crystal Frolics $10,000 And BE IT FURTHER RESOLVED that the Crystal City Council sincerely thanks the above-named for their generous donations. Dated: September 20, 2016 By:__________________________ Jim Adams, Mayor ATTEST: _________ Kim Therres Assistant City Manager 5.2 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 MEMORANDUM DATE: September 15, 2016 TO: Crystal City Council City Manager Anne Norris FROM: Administrative Services Coordinator Trudy Tassoni SUBJECT: Solicitation licenses for Custom Remodelers, Inc. Custom Remodelers, Inc. is requesting three solicitor licenses for John Cooley, Hunter Johnson and Jake Weiss to go door-to-door in Crystal through December 31, 2016, offering free estimates and scheduling appointments for home improvement projects. All applicants passed a criminal history background check conducted by the Police Department. Council Action Requested As part of the Consent Agenda, approve solicitation licenses for the above-named individuals to go door-to-door in Crystal through December 31, 2016, offering free estimates and scheduling appointments for home improvement projects. Their applications are available for review in the city clerk’s office. COUNCIL STAFF REPORT Consent Agenda: Solicitor Licenses September 20, 2016 Council Meeting 5.4 7.1 7.1 7.1 7.1 7.1 7.1 7.1 8.1 8.2 8.2 8.2 8.2 8.2 8.2 Matthew Detloff  5565 Welcome Avenue North, Crystal, Minnesota 55429  Phone: 612-807-2928 E-Mail: Mpdetloff66@gmail.com Monday, July 11th, 2016 Dan Olson, Planning Commission, & Crystal City Council Request for variance to update existing garage at 5565 Welcome Avenue North City of Crystal 4141 Douglas Drive North Crystal, Minnesota 55422 Dear City Official: My name is Matthew Detloff, I was born and raised in Robbinsdale, Minnesota and attended Sacred Heart Catholic School where I recently married my wife Jaycee, who is a native of Lakeville, Minnesota, graduate of the University of St. Thomas, and working in the communications technology industry. I attended DeLaSalle High School and have furthered my career as a teacher at Maple Grove Senior High School with an undergraduate degree from St. John’s University and a master’s degree from Saint Mary’s University. In June of 2015, Jaycee and I became residents of Crystal when we purchased our first home and we could not be happier with our property, neighborhood, and greater community. As I have known Crystal my whole life and have fell more in love with it now that I live here, we have decided that we would like to begin to make preparations to raise our family here. With that being said our current garage does not function properly for the two of us alone much less when we choose to have children. Therefore this is a written request explaining the need my wife and I have for a variance to update our existing garage at 5565 Welcome Avenue North. The plans that are attached were designed by former City of Crystal Community Development Director John Sutter and have been reviewed by City Planner Dan Olson. Before I go into greater detail on the efforts I have made to be a good neighbor in this project, let me explain why a variance is necessary. To do this a brief history of the property is necessary. Please see Appendix 1 for a current layout of the 5565 Welcome Avenue North. In 1918, the property was built facing North towards what is today Bass Lake Road. At that time the garage was in the backyard or the southern portion of the lot. Welcome Avenue was built to the East of the property. In 1966, the owner subdivided the property into 4 lots in 1973 the lot closest to Bass Lake Road (or the original property’s “front” yard) was built into what is today 5573 Welcome Avenue North. Therefore, the East facing side of the original property and garage now became the front yard. The point being that neither the original owner or I intended to have a garage closer to the Welcome Avenue than the house. According to John Sutter “based on the history of the lot and house, and the fact that the garage was made nonconforming by the sub-developments around it, there is a strong case to be made for a variance that would allow the current garage to be updated and expanded in a way that does not make it closer to Welcome Avenue.” As I will explain this is exactly what I am asking for, a variance to add on to the south and west sides of the garage but not the east. 8.2 2 Appendix 2 shows the purposed garage and its dimensions. Note that the current garage is 24’ from the eastern property line on Welcome Avenue. The purposed garage would maintain this distance and expand only to the south and west of what is already there (i.e. new structure would begin where eastern wall of current structure is and expand towards southern and western property lines, space currently part of the “side yard”). The purpose of this two-car garage would be to have a safe place to store both our vehicles with a small workshop and storage area in the back for our lawn mower, snow blower and other miscellaneous storage. The peak of this garage would be no more than 15’, which is shorter than our current garage that has an attic above it. Please see Appendix 3 for dimensions and specifics. The other reason this is the best option for my family and I, is that financially we cannot afford to demolish and remove our current driveway to install a new garage in the northwest corner of our lot. We have received estimates of $6000-$10000 in concrete alone. These numbers do not include removal of current black top, new curb being cut, and removal of three of the largest trees on our street. To place another garage anywhere else on the property would result in not only the dissatisfaction of removing massive trees from the neighborhood but extremely large financial burdens that are unnecessary through a variance. It should be noted that countless homes in the Twin Oaks neighborhood have garages that are closer to the primary street then their front doors; the only difference is many of these are that these garages are attached. In order for us to add an attached garage it would involve removing our deck and substantial removal and installation of new driveway. Besides the stated financial concerns, we believe that removing trees and or having two garages would disturb the appeal of the neighborhood more than renovating and expanding the existing garage All of these things are burdens that we believe can reasonably be avoided through your support and approval of a variance to expand the footprint of the current garage. I would like to thank you for taking the time to consider this request. I am a young family man that has chosen Crystal as the place I want to raise my family. I am simply trying to invest in my property and add to the neighborhood. I am a blue-collar teacher who wants a place to park my vehicles and tinker with my mower so I can keep my yard groomed, my family, and neighbors pleased. I appreciate you approving our variance and making a positive recommendation to support our investment in the City of Crystal. Sincerely, Matthew Detloff Property Owner 8.2 8.2 Attachment F 8.2 8.2 8.2 8.2 8.2 8.2 8.3 8.3 8.3 Attachment A 8.3 Attachment B 8.3 Attachment C8.3 Attachment D8.3 O v e r h e a d W i r e s O v e r h e a d W i r e s P o r c h W a l l W a l l B l o c k B l o c k S t e p C o n c r e t e 33.3 6.6 4 . 5 B i t u m i n o u sTwin Lake TerraceS 08°49'59" W 72.93 N 8 9 ° 5 8 ' 2 7 " E 1 1 5 . 0 0 E A S T 1 1 5 . 1 5 S 08°42'49 " W 7 2 . 9 7 3 0 . 1 6 2 4 . 5 1 C o n c r e t eD r i v e w a y Twin Lake 30.0 57 5 . 0 0 12.122'0"22'0"32.1 5 5 2 0 . 0 22.0 6 . 0 6 . 0 13.0 22.5 47.0 1 2 . 0 15.5 3 2 . 0 2'0" jog (foundat i o n ) 20'0" A C R e s i d e n c e N o . 5 4 4 0 Power / lightPole Concrete & Overhang g a s m e t e r elec met e r e l e c m e t e r c h i m n e y R e s i d e n c e N o . 5 4 3 2 1 2 " c m p guy anchor CatchBasin chain link fencewire fencewood f e n c e 12"cmpPropo s e d Additi o n A p p r o x i m a t e l o c a t i o n o f s t o r m s e w e r manhole S u r v e y l i n e Utility Easement S t o r m S e w e r E a s e m e n t p e r d o c . n o . 2 8 9 6 7 8 0 to footing SEE DETAIL 22'0"22'0"20'0"2'0" jog Lot LineEXTERIOR WALL OF BLOCK 4" FOOTING LINEto foundation 5" EAVE LINEDetail1"=10'5.185.28 DISTANCE TO FOOTING DISTANCE TO EAVE F i l e N a m e D r a w n B y R e v S i g n e d T L T - 1 - 2 f b 1 0 8 9 3 7 i n v 8 5 4 5 8 . d w g T h e o n l y e a s e m e n t s s h o w n a r e f r o m p l a t s o f r e c o r d o r i n f o r m a t i o n p r o v i d e d b y c l i e n t . I c e r t i f y t h a t t h i s p l a n , s p e c i f i c a t i o n , o r r e p o r t w a s p r e p a r e d b y m e o r u n d e r m y d i r e c t s u p e r v i s i o n a n d t h a t I a m a d u l y L i c e n s e d l a n d S u r v e y o r u n d e r t h e l a w s o f t h e S t a t e o f M i n n e s o t a G r e g o r y R . P r a s c h , M i n n . R e g . N o . 2 4 9 9 2 B a s i s f o r b e a r i n g s i s a s s u m e d R E G I S T E R E D U N D E R T H E L A W S O F S T A T E O F M I N N E S O T A L A N D S U R V E Y O R S L O T S U R V E Y S C O M P A N Y E s t a b l i s h e d i n 1 9 6 2 7 6 0 1 7 3 r d A v e n u e N o r t h M i n n e a p o l i s , M i n n e s o t a 5 5 4 2 8 ( 7 6 3 ) 5 6 0 - 3 0 9 3 F a x N o . 5 6 0 - 3 5 2 2 S u r v e y o r s C e r t i f i c a t e d . b . a . T h e G r e g o r y G r o u p , I n c . 0 0 0 . 0 x 0 0 0 . 0 S C A L E : 1 " = F . B . N O . I N V O I C E N O . D e n o t e s W o o d H u b S e t f o r e x c a v a t i o n o n l y D e n o t e s E x i s t i n g E l e v a t i o n D e n o t e s P r o p o s e d E l e v a t i o n D e n o t e s S u r f a c e D r a i n a g e D e n o t e s I r o n M o n u m e n t D e n o t e s F o u n d I r o n M o n u m e n t D e n o t e s E x i s t i n g C o n t o u r s D e n o t e s P r o p o s e d C o n t o u r s P r o p e r t y A d d r e s s : 5 4 4 0 T w i n L a k e T e r r a c e C r y s t a l M N 8 5 4 5 8 1 0 8 9 - 3 7 2 0 ' S u r v e y e d t h i s 4 t h d a y o f A u g u s t 2 0 1 6 . G R E G O R Y S T A P L E S L o t 1 , B l o c k 2 , T W I N L A K E T E R R A C E H e n n e p i n C o u n t y , M i n n e s o t a P r o p e r t y l o c a t e d i n S e c t i o n 3 , T o w n s h i p 1 1 8 , R a n g e 2 1 , H e n n e p i n C o u n t y , M i n n e s o t a . P r o p o s e d B u i l d i n g A d d i t i o n S u r v e y F o r : 8 - 1 2 - 1 6 g a r a g e d i m ' s 8 - 2 5 - 1 6 e a s e m e n t & s h i f t e d p r o p g a r . A t t a c h m e n t E 8 . 3 Proposed garage addition Street pavement to be removed and replaced with new driveway curb cut up to 22' in width. 8.3 8.3 8.3 8.3 8.3 8.4 8.4 8.4 8.4 Attachment A8.4 Attachment B8.4 Attachment C 8.4 Attachment D 8.4 Attachment E8.4 8.4 8.4 8.4 8.4 8.4 8.4 Memorandum DATE: September 20, 2016 TO: City Council FROM: Mark Ray, PE, Public Works Director SUBJECT: Memorandum of Understanding with Shingle Creek Watershed Management Commission Background As part of the Shingle Creek Watershed Management Commission’s efforts to improve water quality in the natural water bodies in the watershed they are working with the University of Minnesota on an iron-enhanced pond filter bench concept that will help reduce the amount of bacteria and dissolved phosphorus entering the main water bodies. These pilot project filter benches are proposed in a number of Cities in the watershed, including Crystal. The proposed project in Crystal will be on the north side of North Lions Park. The work will include the removal of some of the volunteer trees and other vegetation along a portion of the north side of the pond. While the design has not been finalized at this time, it is requested that the Memorandum of Understanding move forward with the intent of trying to get the project constructed this year. The Commission received a grant through the Minnesota Pollution Control Agency for a portion of the pilot project cost and the Commission will pick up the remaining portion. Once the filtration bench is in the Commission will continue to monitor how the benches are performing for two years. Attachments • Memorandum of Understanding with the Shingle Creek Watershed Management Commission Recommended Action Motion to approve the Resolution authorizing the Memorandum of Understanding with the Shingle Creek Watershed Management Commission. 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 RESOLUTION NO. 2016- _____ APPROVING THE MEMORANDUM OF UNDERSTANDING WITH THE SHINGLE CREEK WATERSHED MANAGEMENT COMMISSION WHEREAS, the Shingle Creek Watershed Management Commission covers over 67 square miles in east-central Hennepin County which includes the northern portion of the City of Crystal; and WHEREAS, the Shingle Creek Watershed Management Commission is committed to improving water quality and managing rate control of storm water in the watershed; and WHEREAS, the pond at North Lions Park is well situated for a pilot study project to remove bacteria from storm water using a bio-char material; and WHEREAS; the Shingle Creek Watershed Management Commission has obtained grant funding and committed Watershed funds to a pilot bio-char project at North Lions Park; and WHEREAS, the Shingle Creek Watershed Management Commission and City desire to cooperate to facilitate the construction of this project to try to identify ways to remove bacteria from storm water; and WHEREAS, the Shingle Creek Watershed Management Commission will be solely responsible for the installation and maintenance of this project; NOW, THEREFORE, BE IT RESOLVED that the Crystal City Council hereby approves the Memorandum of Understanding with the Shingle Creek Watershed Management Commission and authorizes the Mayor and City Manager to sign the agreement. Adopted by the Crystal City Council this 20th day of September, 2016. Jim Adams, Mayor ATTEST: Kim Therres Assistant City Manager 8.5 Memorandum DATE: September 20, 2016 TO: City Council FROM: Mark Ray, PE, Public Works Director SUBJECT: Becker Park Storm Water Infiltration Project Proposal Background The east baseball field at Becker Park has a major storm water pipe running under it from south to north. This storm water pipe carries water from the area to the south and west of Becker Park. In all, 147 acres, which is 51% impervious, drains to the pipe under Becker Park. This water travels north to Bass Lake Road and then east to Twin Lake. The proposed project will install an underground infiltration underneath a large grass area (may be a field or just open space) at Becker Park and will be able to hold up to one million gallons of water and infiltrate this water into the sandy soils below. This will have signficiant beenfits for both water quality and reducing localized flooding. The project will also be coordinated with a potential re-design of Becker Park. Project Design The proposal from Wenck Associates, Inc. covers the entire design process from verifying the feasibility report through construction observation. However, the design process is broken down into four phases that are proposed to start this fall and continue through 2019. Due to the complexity in funding for this project, as well as the coordination with the Becker Park Re- design, the City Council will be asked to approve each of the design Phases. Design Phase 1 The purpose of Phase 1 is to gather additional data and confirm that infiltration is feasible for the site. Soil borings will be taken around the entire Becker Park area to a depth of approximately 30 feet to confirm soil conditions. Existing utilities in the area will also be mapped to idenfiy potential conflicts. Finally, an Environmental Phase 1 investigation will be completed to try an identify if there are any contaminated soils or other issues from previous uses at the site. The findings from the Phase 1 design work will be useful for both the storm water project and the potential park redesign effort. Project Funding This project is such a good project for addressing both water quality and localized flooding concerns that the City and Shingle Creek Watershed are applying for various grants in order to raise capital for the project. So far one grant application has been submitted to the Minnesota 8.6 Board of Water & Soil Resources (BWSR). The project scored so well in that program that BWSR approved the project for the requested amount of $725,000. This is the largest grant that this BWSR program has ever given out. The Shingle Creek Watershed has committed to contributing $200,000 to the project. Because the project is not scheduled until 2019, the City and Watershed Commission will be applying for more grants in the coming years. A portion of the BWSR grant will be used to fund the Phase 1 portion of the design process. Attachment • Proposal from Wenck Associates, Inc. Requested Action Motion to approve the Resolution authorizing the professional services agreement with Wenck Associates, Inc for the Becker Park storm water project 8.6 Wenck Associates, Inc. | 7500 Olson Memorial Highway | Suite 300 | Golden Valley, MN 55427 Toll Free 800-472-2232 Main 763-252-6800 Email wenckmp@wenck.com Web wenck.com August 29, 2016 Mark Ray, PE Public Works Director/City Engineer City of Crystal, MN Via: email RE: Proposal for Professional Services Related to Becker Park Storm Water Improvements Dear Mr. Ray: Thank you for this opportunity to present this proposal for professional services related to Becker Park storm water improvements. This proposal is based on our August 24th, 2016 meeting regarding the storm water improvements planned at Becker Park. It is proposed that the work be separated into the following phases: • Phase 1 - Compile additional data and analyze it in an effort to confirm the feasibility study for infiltration at the site. • Phase 2 - Preliminary engineering (assuming Phase 1 results are acceptable and approved by the City). • Phase 3 - Detailed plans and specifications necessary to construct the project. • Phase 4 – Construction observation. The following gives the background for the project and provides a scope, schedule, and budget for the proposed work. Background The Crystal Shopping Center Area Stormwater Management Plan completed July 2015, proposed practical stormwater control measures for construction throughout the Crystal Shopping Center Area. The study evaluated reducing pollutant loads discharging to the impaired Upper Twin Lake and Shingle Creek and reducing runoff volumes to help alleviate strain on the existing storm sewer which currently causes localized flooding on Bass Lake Road and Highway 81. The study identified a cost effective stormwater control measure in Becker Park. The concept diverted flow from the trunk sewer line running through Becker Park into an underground infiltration area. The infiltration area planning and construction would be ideally coordinated with planned park improvements. Existing Conditions Approximately 147 acres of mixed residential and commercial property currently drains to the trunk sewer line running through Becker Park as shown in Figure 1. This storm sewer ultimately discharges to Twin Lake and then to Shingle Creek. Twin Lake is impaired for nutrients, namely phosphorus. 8.6 Mark Ray, PE Public Works Director/ City Engineer August 29, 2016 Page 2 of 6 2 G:\Council Executive Summaries\2016\Council Meetings\9.20.16\Becker Park Wenck proposal attachment.docx A previous study estimated that the Becker Park storm sewer receives 40,700 pounds of total suspended solids (TSS) per year and 139 pounds of total phosphorus (TP) per year from runoff. That pollutant load is discharged downstream to impaired Twin Lake and Shingle Creek. Proposed Infiltration Area The proposed project includes installing the infiltration system, fitting a new manhole and storm sewer to divert flow from the trunk line, upgrading the existing sidewalks to allow cleanout access, and restoring the park site and impacted amenities. All of this construction is proposed to occur in 2019 as part of a larger park renovation project. A configuration of the conceptual infiltration area as presented in the earlier feasibility study is shown in Figure 2. The size of the infiltration area is limited by infiltrating retained runoff in 48 hours and the amount of space available. For those reasons, the infiltration area is designed to fit the landscape rather than rainfall intensity. The system has a footprint of approximately 43,000 square feet with a retention volume of 140,000 cubic feet. The design as conceptually planned is capable of infiltrating runoff from a 0.5 inch rainfall event within 48 hours. The infiltration area conceptually planned will reduce TSS loads by 38,400 pounds (94%), TP loads by 118 pounds (85%), and runoff volumes by an estimated 4.7 million cubic feet (59%) annually. The project cost estimate is $2.5 million including engineering design fees. Scope of Work The scope of work is separated into three phases as described below. Wenck will continue to monitor grant opportunities as volume reduction, water quality and water reuse benefits become clearer as the project progresses through the design phases. Phase 1 Phase 1 will begin with a project kick-off meeting to introduce the team members, review the initial steps, gather any existing data that may apply, and establish points of contact. Additional data is needed to confirm the feasibility study. The following tasks are proposed: • Collect geotechnical data - approximately 8 borings (~30 feet average depth) throughout the park area. o Determine stratigraphy. o Groundwater levels - include approximately three piezometers to log water levels over several months and leave in place to demonstrate that groundwater levels off the property are not adversely affected by the project. o Infiltration capacities - conduct tests at levels where infiltration is proposed. This would be accomplished by slug tests, adding water to a piezometer and monitoring the drop in head with time. • Locate utilities o Check if utility bedding may conduct groundwater. o Note conflicts. • Survey 8.6 Mark Ray, PE Public Works Director/ City Engineer August 29, 2016 Page 3 of 6 3 G:\Council Executive Summaries\2016\Council Meetings\9.20.16\Becker Park Wenck proposal attachment.docx o Topography. o Property boundary (It is assumed this information is available from the City). • Environmental Phase 1 investigation to identify if there were previous uses of the site that would warrant further investigation. These data will be used as input for geotechnical investigations to determine the potential for settling and groundwater modeling to determine the extent of groundwater mounding as a result of the infiltration. The groundwater modeling will also be used to determine if there is a concern for increased groundwater levels near surrounding basement and below grade parking levels. The results of Phase 1 will be a technical report that will include: • A presentation of the additional data collected, • The findings of the analyses performed: o Geotechnical, o Groundwater modeling, and o An updated water quality improvement estimate. • A Phase 1 environmental report. Phase 2 If the results of the above analysis confirm the feasibility study and the City approves Phase 2, preliminary plans (30% design) will be prepared for the infiltration system. The preliminary plans will include: • Connection plan with the existing storm sewer. • Consideration of a system bypass if groundwater levels get too high. • Layout of the proposed infiltration system (considering two or three potential suppliers). The Phase 2 deliverable will be preliminary plans and an updated construction cost estimate. Phase 3 The scope of work for this phase of the project is to provide the bidding documents for the project. We anticipate the following tasks: • Prepare the final plans – add additional detail to the preliminary engineering drawings. Drawings to include – existing conditions, removals, site grading and drainage, utility plan, detail sheets, erosion and sediment control, and the storm water and pollution prevention plan (SWPPP). • Prepare technical specifications. • Prepare bidding documents. It is anticipated that the general conditions and supplementary conditions will be similar to previous documents we have prepared for the City. • Provide edits to plans and specifications as necessary (two rounds are assumed). • Prepare engineer’s construction cost estimate. • Address questions that may arise during the bidding process. 8.6 Mark Ray, PE Public Works Director/ City Engineer August 29, 2016 Page 4 of 6 4 G:\Council Executive Summaries\2016\Council Meetings\9.20.16\Becker Park Wenck proposal attachment.docx Phase 4 Phase 4 services include construction observation to address issues that may arise during construction and see that design concerns are met. Schedule and Budget We are prepared to begin this work as soon as the City provides us notice to proceed. As you suggested, soil borings, geotechnical evaluations, and groundwater investigations can be completed this fall. We anticipate that Phase 1 work will be completed by the end of the year. Our understanding of the overall schedule is provided in the table below. Schedule Related to Becker Park Improvements Date Event 2016 4Q Phase 1 work – collect additional data to verify feasibility report. 2017 1-2Q Becker Park Master Planning Process 2017 3Q Final Master Plan, include specific elements in 2018 budget/PIR 2017 4Q Start Phase 2 - preliminary design of storm water improvements. 2018 1Q City review of plans. 2018 2Q Finalize all plans – Phase 3. 2018 3Q Bidding for construction. 2018 4Q Award construction. 2019 Construction – Phase 4. We propose to complete the work on a time and expense basis. Our estimated fees are $60,000 dollars for Phase 1. If the results of Phase 1 confirm the feasibility study and the City approves, Phase 2 work, preliminary plans and specifications, is estimated to be $35,000. Phase 3, final plans and specifications, is estimated to be $70,000. Phase 4 is estimated as five percent of construction or $125,000. We anticipate our standard terms and conditions that we have used for past work with the City will apply. If this proposal is acceptable, please let me know how you would like to proceed with establishing an agreement. Let me know if you have any questions, or need additional information. Thanks for this possibility of working with you on this project. Sincerely, Wenck Associates, Inc. Joel Toso, PE Ed Matthiesen, PE Senior Engineer Principal 763-252-6831 763-252-6851 8.6 RESOLUTION NO. 2016- _____ AUTHORIZING THE PROFESSIONAL SERVICES AGREEMENT FOR THE BECKER PARK STORM WATER PROJECT WHEREAS, storm water management is a very important issue for the City of Crystal; and WHEREAS, Becker Park is in the area managed by the Shingle Creek Watershed Management Organization; and WHEREAS, the Shingle Creek Watershed Management Organization has completed a sub- watershed assessment for the Crystal Shopping Center Area; and WHEREAS, this sub-watershed assessment identified the opportunity for a significant amount of storm water infiltration at Becker Park that would both improve rate control and water quality; and WHEREAS, the findings of the sub-watershed assessment have been used to successfully obtain grant funding from the Minnesota Board of Water and Soil Resources; and WHEREAS, a portion of the grant from Minnesota Board of Water and Soil Resources can be used to cover design costs; and WHEREAS, the project funding has also been allocated in the Utility CIP for 2019; and WHEREAS, the City has starting planning for a re-design of Becker Park in coordination with this storm water project; and WHEREAS, Wenck Associates, Inc. is the company that conducted the sub-watershed assessment and has significant storm water management experience, has worked with the agencies and groups involved in this project, and is familiar with the overall watershed; WHEREAS, the Wenck Associates, Inc. proposal is divided into four phases which will occur over the next four years covering all the steps from confirmation of the feasibility report through construction; NOW, THEREFORE, BE IT RESOLVED that the Crystal City Council hereby accepts the proposal from Wenck Associates, Inc. and authorizes the City Manager to sign an Agreement with Wenck Associates, Inc. for design and construction services for the Becker Park Storm Water Project. BE IT RESOLVED that the Crystal City Council hereby authorizes the City Engineer to proceed with Phase 1 of the work scope with Wenck Associates, Inc. Due to the variety of funding sources used, each Phase of the work scope will be approved by the City Council before starting. Adopted by the Crystal City Council this 20th day of September, 2016. Jim Adams, Mayor ATTEST: Kim Therres Assistant City Manager 8.6 Memorandum DATE: September 20, 2016 TO: City Council FROM: Mark Ray, PE, Public Works Director SUBJECT: Phase 16 Reconstruction – Accept Feasibility Report and Order Improvement Hearing Summary Phase 16 is proposed to take place in 2017. Street reconstruction projects last around two years from design to final project closeout. At the meeting the Council will consider all the information in the Feasibility Report and any other information necessary for Council deliberation. Approving the feasibility report item will be the second of six Council meetings, over the next year, where project items will come to the Council for consideration and proposed action. At the Improvement Hearing interested persons may voice their concerns, whether or not they are in the proposed assessment area. If the Council rejects the project, it may not reconsider that same project unless another hearing is held following the required notice. The purpose of this hearing is for the City Council to discuss a specific local improvement before ordering it done. Opportunities for public input have and will continue to occur throughout the project. · A questionnaire was mailed out to properties in the project area earlier this summer. · The questionnaire will again be mailed to all properties that did not return their questionnaire. · Neighborhood meetings will occur on October 6 and another one in early winter 2017. · Public hearings will occur in the fall of 2016, spring 2017, and fall 2017. · Residents may contact City staff assigned to the project anytime. · Both City staff and consultant staff will be in the field during construction. Feasibility Report Key Project Aspects Utility issues are the primary project aspects. The sanitary sewer on a portion of Regent Avenue will need to be replaced. Due to the depth and width of the excavation needed for that work, the water main and storm sewer will be replaced as well as they will be impacted by the size of the excavation. Storm water drainage in the area of 61st and Douglas Dr is a major existing challenge. During high precipitation events there is localized flooding in this area and while it does not impact properties, the roads are impassable. Due to the volume of water that is causing the flooding a 8.7 number of alternatives are being explored to try and address the issue. If an underground infiltration system is installed, the water main will need to be relocated to the west side of Douglas Drive. The existing storm water pipe under 57th Avenue east of Yates Ave N is also in poor condition and will be replaced as part of this project. Due to the very flat street grades in the project area, the plan currently calls for all the existing curb to be removed and replaced. However, this decision is not final until the detailed survey work for the area is completed and reviewed. Feasibility Report Key Topics for Discussion As with previous projects, it is proposed that the local streets with either no curb or existing curb to be removed be rebuilt to a width of 28 feet. The Municipal State Aid (MSA) streets will be 32 feet in width with parking allowed on only one side. Over the past few months individual properties have been contacted for input on a variety of topics. The topics and decisions are as follows: 1) Sidewalks – no new sidewalks will be included as part of this project. 2) Streets to no where – The dead end streets with two driveways will be rebuilt 22 feet wide and the streets to one property will be 16 feet wide. 3) 60th Avenue between Quail Ave and the airport- Will be removed and not be rebuilt. Turn arounds will be constructed at the end of each street. 4) Bump out at 56th Place N and Perry Ave N – The existing bump out in the curve will be put back in the same general location (minor modifications may occur). A portion of the section of road on the east side just north of the bump out will be altered a bit to reduce the impervious area. Project Funding The main funding mechanisms for the Street Reconstruction Project are street assessments, storm water utility fund, and MSA funds. After using the established processes for determining how much each of these mechanisms will provide in funding the cost of the project still exceeds the revenue identified. The Street Reconstruction Fund is then used after applying the proposed street and curb Assessment amounts; the Street Reconstruction Fund is then used to close the gap between the estimated project cost and revenue identified through existing mechanisms. Attachments · Phase 16 Location Map · Phase 16 Project Process Schedule · Phase 16 Project Cost Summary · Phase 16 Feasibility Report Recommended Action Motion to Accept the Phase 16 Feasibility Report and Call for an Improvement Hearing 8.7 56TH AVENUE HA M P S H I R E A V E N U E 60TH AVENUE 62ND AVENUE L A K E L A N D A V E N U E B N S F R A I L R O A D 8 1 60TH AVENUE 58TH PLACE 61ST AVENUE QU A I L A V E N U E 58TH AVENUE 62NDAVENUE 57TH AVENUE 60TH AVENUE YA T E S A V E N U E 59TH AVENUE 57TH AVENUE PE R R Y A V E N U E 56THAVENUE O RCHAR DAVENUE W E S T B R O A D W A Y AD A I R A V E N U E LOMBARDY LANE 59TH AVENUE LOMBARDY LANE Q U A I L A V E N U E CLOVERDALEAVENUE 57TH AVENUE CRYSTAL AIRPORT ROAD B A S S L A K E R O A D RE G E N T A V E N U E XE N I A A V E N U E WE L C O M E A V E N U E 56TH PLACE ZANE PLACE 57TH AVENUE 60TH AVENUE FL O R I D A A V E N U E ID A H O A V E N U E 61ST AVENUE WILLOW B E N D TO L E D O A V E N U E A D A I R A V E N U E UN I T Y A V E N U E PE R R Y A V E N U E LA K E L A N D A V E N U E CLOVERDALE AVENUE 58TH AVENUE DUDLEY AVENUE WE L C O M E A V E N U E XE N I A A V E N U E 61ST AVENUE MA J O R A V E N U E OR C H A R D A V E N U E 8 1 CLOVERDALE AVENUE BRENTWOOD AVENUE C O U N T Y R O A D 8 1 OR C H A R D A V E N U E DO U G L A S D R I V E BR U N S W I C K A V E N U E VE R A C R U Z A V E N U E HA M P S H I R E AV E N U E E L M H U R S T A V E N U E C OLORADO AVENUE ZA N E A V E N U E S H E R B U R N E A V E N U E S C O T T A V E N U E 58TH AVENUE TW I N L A K E T E R R A C E B N S F R a i l r o a d Becker Park CrystalShoppingCenter CRYSTAL AIRPORT BASS LAKE ROAD North Bass Lake Park Skyway Park Crystal Airport Ci t y o f B r o o k l y n C e n t e r City of Brooklyn Park Twin Lake Twin Oaks Park 63 0 5 63 1 5 63 2 3 63 2 9 64 0 5 64 0 9 64 1 5 65 0 1 65 0 7 65 1 5 65 2 3 66 0 1 61 0 5 63 0 6 63 1 2 63 1 8 63 2 4 64 0 0 64 0 6 64 1 2 64 1 8 63 0 1 63 0 7 63 1 3 63 1 9 63 2 5 64 0 1 64 0 7 64 1 3 64 1 9 63 0 0 63 0 8 63 1 6 63 2 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CRYST137726 FIGURE 1 PHASE 16PHASE 16 LOCATION MAPLOCATION MAP Pa t h : P : \ A E \ C \ C r y s t \ 1 3 7 7 2 6 \ G I S \ M a p s \ F i g u r e 1 L o c a t i o n M a p . m x d Da t e : 8 / 1 8 / 2 0 1 6 Legend Project Limits Citylimits City of Brooklyn Center City of Brooklyn Park Area Not in Study 8.7 2016 – Phase 16 Skyway Street Reconstruction Project Process (2016-16) 429 process: Minnesota State Statute 429 outlines the process for assessments for public improvements. Rev.5/4/16 Date Project Step Purpose of Step Council Action Staff Action May 17, 2016 Council work session on Feasibility Report Discuss Phase 16 project and first steps of starting design. June 7, 2016 Order preparation of Feasibility Report Ordering the Feasibility Report is a required step in the 429 process. Resolution 2016 September 6, 2016 Council Work session Update Provide the Council with information on the Feasibility Report and the next required steps. September 20, 2016 Accept Feasibility Report and Call for Improvement Hearing The engineer will present the Feasibility Report, the proposed project, an initial cost estimate and potential assessments. As part of the meeting the City Council will also set the date and time for the Improvement Hearing as required by the 429 process. Resolution 2016 October 6, 2016 Neighborhood Meeting Provide a brief overview of the proposed project. Gather resident input on concerns or questions they have about the project. Meeting will be in the Community Room from 6pm to 8pm. Mail Notices late September 2016 October 18, 2016 Improvement Hearing The purpose of this hearing is for the City Council to discuss a specific local improvement before ordering it done. The Council considers all the information in the Feasibility Report and any other information necessary for Council deliberation. At the Improvement Hearing interested persons may voice their concerns, whether or not they are in the proposed assessment area. A reasonable estimate of the total amount to be assessed and a description of the methodology used to calculate individual assessments for affected parcels must be available at the hearing. If the Council rejects the project, it may not reconsider that same project unless another hearing is held following the required notice. Public Hearing Mail notice: late September 2016 Ad in paper: Last week in September and first week in October October 18, 2016 Order Improvement and Preparation of Plans and Specifications The project may be ordered any time within 6 months after the Improvement Hearing. It is not advisable to change project parameters after ordering the improvement. Upon ordering the improvement construction drawings and specifications are prepared. Any changes to the project scope after this point will require redesign effort with additional cost and staff time as a result. This also has the potential to delay the project. Resolution 2016 January 12, 2017 Neighborhood Meeting Present plans and specifications to the neighborhood. Gather resident input on concerns or questions they have about the project. Mail notice: Late December 2016 February 7, 2017 Approve Plans and Order Advertisement for Bids This step is a requirement of the 429 process. Resolution 2017 Mid February 2017 Publish Ad for Bid in Sun Post News Paper A step in the bidding process. The project will also be advertised on Quest CDN website Publish Ad for Bid March 16, 2017 Bid Opening – 11:00 A.M. Final step in the bidding process. Bids are opened by staff and tabulated. From here staff will make a recommendation to the City Council for award. Open Bids March 21, 2017 Declare Amount to be assessed Order Preparation of Assessment Roll and Call for Assessment Hearing The City Council will set the date and time for the Assessment Hearing as required by the 429 process. Resolution 2017 April 4, 2017 Council work session on Phase 16 Discuss Phase 16 assessments, bids, and construction process 8.7 Date Project Step Purpose of Step Council Action Staff Action April 18, 2017 Assessment Hearing The purpose of this hearing is to give property owners an opportunity to express concerns about the actual special assessment. At the Assessment Hearing the City Council shall hear and consider all objections to the proposed assessment, whether presented orally or in writing. This is a required step in the 429 process. Public Hearing Mail notice: Early April Ad in paper: Early April April 18, 2017 Adopt Assessments City Council must, by resolution, adopt the same as the special assessment against the lands named in the assessment roll. This step is a requirement of the 429 process and allows for the project to move forward with beginning the actual construction process. Once the assessment roll is adopted the assessments are set and become liens against the properties listed. Resolution 2017 Mail notice of adoption on April 19, 2017 April 18, 2017 Accept Bids and Award Contracts City Council approves all the project construction-related contracts. This step is required in the 429 process and allows for the project to move forward with starting the actual construction process. Resolution 2017 Late April – Early November 2017 Construction Once the project is awarded staff manages the day-to-day contract execution. Resident Project Representative is on-site to make sure the project is constructed in accordance to the plans and specifications. Communications between the contractor and city is primarily through the City Engineer, Project Manager and Resident Project Representative. Significant changes will be brought to the City Council for approval prior to the work being executed. Minor changes and field directives are authorized by the City Engineer in advance to maintain the project schedule. Adjustments to estimated quantities occur during the final acceptance of the improvements. Manage project October 17, 2017 Conduct Private Driveway and Sewer Service Repair Assessment Hearing and Adopt Assessment This hearing is only for the properties that chose to participate in the optional driveway and/or sewer program. Properties that went ahead with the work did agree to waive their right to appeal the assessment. The purpose of this hearing is to give property owners an opportunity to express concerns about the actual special assessment. At the Assessment Hearing the City Council shall hear and consider all objections to the proposed assessment, whether presented orally or in writing. Resolution 2017 / Public Hearing November 21, 2017 Assessments Certified to Hennepin County Assessments Certified June 2018 Final Layer of asphalt placed Construction Completion The City Engineer will determine when the project specifications have been met and final payment should be made to the Contractor. Project closed out 8.7 CRYSTAL, MINNESOTA 2017 - PHASE 16 SKYWAY PARK STREET RECONSTRUCTION CITY PROJECT NO. 2016-16 SEH NO. CRYST 137726 Summary of Project Costs and Funding Sources - Feasibility Report Date: August 23, 2016 Revised Date: August 25, 2016 P:\AE\C\Cryst\137726\4-prelim-dsgn-rprts\43.54-Qtys\[Opinion Cost & Financing Ph 16 Feasibility Report.xlsx]Sum Project Costs AB C Line No Description Amount 1 Bid Documents Engineers Estimate - Total Construction Cost Anticipated March 2017 3 Opinion of Probable Cost - Total Construction Cost $7,583,002.01 4 Less Private Driveways $480,885.94 5 Less Private Utility Work $277,548.27 6 Opinion of Probable Cost - Total Construction Cost without Private Costs or Admin $6,824,567.80 7 Total Project Cost = Apparent low bid less Private Work plus 20% admin)$8,189,481.36 8 Less Public Sanitary Sewer & Water Utility Work $1,334,292.66 9 Less Crystal Storm Sewer Work $1,086,009.08 10 Less Other Community Storm Sewer Work $0.00 11 Total Street Project Cost including Admin $5,769,179.62 12 13 MSA Street Project Cost - Opinion of Probable Cost $521,558.73 14 Total Cost to be Assessed $4,557,186.00 15 Street Reconstruction Fund $598,331.96 16 Surrounding Community Receiving Benefit $92,102.94 17 Total Over / Under Run $0.00 19 Opinion of Probable Cost - Crystal Storm Sewer Project Cost $1,086,009.08 20 21 MSA Storm Project Cost - Opinion of Probable Cost $156,569.09 22 Storm Drain Utility Remaining Project Cost $929,439.99 23 Storm Drain Utility Fund Allocation (2016 CIP)$856,000.00 24 Total Over / Under Run $73,439.99 STREET STORM SEWER 8.7 Report on Feasibility 2017 - Phase 16 Skyway Park Street Reconstruction Crystal, Minnesota City Project No. 2016-16 SEH No. CRYST 137726 40.00 September 14, 2016 8.7 Engineers | Architects | Planners | Scientists Short Elliott Hendrickson Inc., 10901 Red Circle Drive, Suite 300, Minnetonka, MN 55343-9302 SEH is 100% employee-owned | sehinc.com | 952.912.2600 | 800.734.6757 | 888.908.8166 fax September 14, 2016 RE: 2017 - Phase 16 Skyway Park Street Reconstruction Report on Feasibility Crystal, Minnesota City Project No. 2016-16 SEH No. CRYST 137726 Honorable Mayor and City Council City of Crystal 4141 Douglas Drive North Crystal, MN 55422-1609 Attn: Mark Ray, City Engineer: Short Elliott Hendrickson Inc. (SEH) is enclosing the result of our study of the improvement necessary to reconstruct the streets in the Phase 16 Skyway Park neighborhood in Crystal. A portion of the study is based on parameters and guidelines set forth in the Overall Study for Crystal’s Local Street Reconstruction Program dated March 10, 2003, the Update to the 2003 Overall Study for Crystal Local Street Reconstruction Program dated May 31, 2007, and construction and management experiences of Phases 1 through 15. The remainder of the study is based on site specific geotechnical investigation, our site observations of the Phase 16 area, and input received from the City Council at the September 6 work session and Phase 16 property owners (36%) of the residents returned their questionnaires). We appreciate the time and effort you and your staff have given assembling a tremendous amount of very relevant historical and existing data used in this analysis. We will be available at your convenience to discuss and present the contents of this report. Sincerely, Aaron T. Ditzler, PE Project Manager atd p:\ae\c\cryst\137726\4-prelim-dsgn-rprts\40-report\final\phase 16 report final.docx 8.7 2017 - Phase 16 Skyway Park Street Reconstruction Report on Feasibility Crystal, Minnesota City Project No. 2016-16 SEH No. CRYST 137726 September 14, 2016 I hereby certify that this 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. Aaron T. Ditzler, PE Project Manager Date: September 14, 2016 Lic. No.: 42003 Short Elliott Hendrickson Inc. 10901 Red Circle Drive, Suite 300 Minnetonka, MN 55343-9302 952.912.2600 8.7 Distribution List No. of Copies Sent to 7 Honorable Mayor and City Council City of Crystal 4141 Douglas Drive Crystal, MN 55422 6 Mark Ray, City Engineer City of Crystal 4141 Douglas Drive Crystal, MN 55422 1 Anne Norris, City Manager City of Crystal 4141 Douglas Drive Crystal, MN 55422 1 Charles Hanson, Finance Director City of Crystal 4141 Douglas Drive Crystal, MN 55422 8.7 Report on Feasibility CRYST 137726 ES-1 Executive Summary Conclusions Based on parameters and guidelines set forth in the Overall Study for Crystal’s Local Street Reconstruction Program dated March 10, 2003 (Overall Study), the Update to the 2003 Overall Study for Crystal Local Street Reconstruction Program dated May 31, 2007 (2007 Update), construction and management experiences of Phases 1 through 15, site specific geotechnical investigation, site observations of the Phase 16 area, and input received from the City Council and Phase 16 property owners, it is concluded that: 1. The streets have outlived their useful life due to age, soil conditions, traffic volume growth, and natural weathering factors. 2. The streets should be designed for a 20-year life that can be extended to 35 years with proper maintenance, which may include milling and overlaying. 3. The improvements are necessary, cost-effective and feasible from an engineering standpoint. 4. Phase 16 streets on Crystal’s MSA system are: a. 58th Avenue between Regent and Orchard Avenues, and b. Regent Avenue between Bass Lake Road and Regent Avenue. 5. Subgrade soils in the project area are primarily sand mixed with silt. 6. Existing concrete sidewalks is present along the perimeter of the project area along: a. Bass Lake Road, and b. County Road 81. 7. Six locations exist within the project area where the right-of-way (ROW) width is less than the City- standard 60 foot width. 8. 85% of the streets were built without any curb. 9. 15% of the streets were built with City standard B618 curb. A majority of the existing B618 curb was found to be in need of replacement. 10. Sixteen retaining walls will likely need adjustment to make room for street reconstruction activities. 11. Up to sixty trees may be impacted to make room for street reconstruction activities. 12. One resident reports that runoff pools in their rear yard or side yards. The drainage problems continue to be investigated. 13. Ten residents report that they have an operating sump pump. 14. The storm sewer systems flow to either: a. Bass Lake Road and eventually drains to Twin Lakes in the Shingle Creek Watershed District. b. 58th Avenue, 58th Place, or Twin Lake Terrace directly into Twin Lakes. 15. At some locations, the existing storm sewer pipe network is unable to convey all of the runoff from the City’s standard 2-year design storm. However, some of the runoff problems are due to the existing storm sewer pipe network connected to the Bass Lake Road storm sewer network which is over capacity during heavy rainfall events. 16. The subgrade soils appear to be favorable to construct rain gardens in the project area. 8.7 Executive Summary (Continued) CRYST 137726 Report on Feasibility ES-2 17. There is a significant deficiency in the sanitary sewer main pipe along Regent Avenue between Bass Lake Road and 58th Avenue in the project area. 18. There are no known significant deficiencies in the water main pipe networks in the project area. 19. If any additional significant deficiencies in the sanitary sewer and water main pipe networks are discovered, they will be repaired prior to the start of the project or as part of the project. 20. Steel gas mains and services are buried under the street pavement and in the boulevards. 21. CenterPoint Energy may begin to upgrade their steel gas mains in October 2016. During street reconstruction, CenterPoint Energy will upgrade the remainder of their steel gas mains and all services in the Skyway Park neighborhood. 22. Electric, telephone, and cable TV lines in the study areas are all overhead or buried mostly outside of the street pavement areas. 23. Staff at the City of Crystal continues to develop a schedule of Public Improvement Hearings and neighborhood meetings that will facilitate the needs of the residents and Phase 16 as a whole. Recommendations It is recommended that: 1. Local streets in the study areas be reconstructed as proposed in this report on feasibility. 2. The report be reviewed by the City Council, staff, and financial advisors. 3. MSA streets 58th and Regent Avenues are proposed at 32 feet wide consisting of two 11-foot traffic lanes, a 2-foot reaction area on one side, and an 8-foot parking lane on the opposite side. The street crown is proposed to be located at the lane line between traffic lanes. 4. Along MSA streets 58th and Regent Avenues, the centerline of the street be constructed at or near the center of the ROW. The parking lanes are proposed along the south and west sides of the street, respectively. 5. The 58th and Regent Avenue MSA streets have a pavement section that will consist of excavation and replacement with 8 inches of class 5 aggregate base, 3 ½ inches of bituminous surfacing and B618 concrete curb and gutter. 6. Meetings with residents be held to discuss pavement width and parking/no parking details for MSA streets 58th and Regent Avenues. 7. No sidewalks are proposed in the project area. 8. The local non MSA streets are proposed at 28 feet wide consisting of two 12-foot traffic lanes and a 2-foot reaction area on each side. The street crown is proposed at the line between the traffic lanes. Construction will be on or near the center of the right-of-way. Exceptions to the 28 feet wide local non MSA streets are: a. Douglas Drive, proposed at 26-foot. b. 57th Avenue between 270 feet west of Regent Avenue and Regent Avenue, proposed at 22-foot. c. 58th Avenue between 270 feet west of Regent Avenue and Regent Avenue, proposed at 22-foot. d. 59th Avenue between 270 feet west of Regent Avenue and Regent Avenue, proposed at 22-foot. e. 58th Avenue between Brunswick Avenue and 130 feet east of Yates Avenue, proposed at 18-foot. 8.7 Executive Summary (Continued) Report on Feasibility CRYST 137726 ES-3 f. Vera Cruz Avenue between 57th Avenue and 150 feet north of 57th Avenue, proposed at 16-foot. g. 60th Avenue between 270 feet west of Regent and Quail Avenue, proposed to be permanently closed, with the exception of access to the ball field. 9. Full-depth reclaimed aggregate base construction be used along local non MSA streets. 10. On the Crystal local non MSA streets the reclaimed aggregate base be placed to a thickness of 6 inches and covered with 3 ½ inches of bituminous surfacing. 11. A 3% street crown be used along all reconstructed streets. A 2% crown is being considered due to storm water drainage considerations. The final decision has not been made at this time. 12. Due to narrow ROW, temporary construction rights of entry may be necessary. 13. B618 curb be added to streets where none exists today to bring those streets up to City standards. 14. Existing B618 curb be repaired, or removed and replaced, as necessary. 15. Meetings with site specific residents be held to explain the impact street reconstruction activities might have on their boulevard retaining walls, trees, and landscaping. 16. Before removing a tree, attempt to either adjust the alignment of the proposed street and/or install the curb by hand rather than machine to avoid the removal of the tree. Ash trees in the way of street reconstruction will be removed. Removal of additional select ash trees continue to be evaluated. 17. The existing storm sewer system will be replaced and expanded where practical and feasible. 18. Catch basins be added on the MSA streets 58th and Regent Avenues to satisfy the MSA design requirements. 19. Replace storm sewer pipe south of 57th Avenue due to replacement of the 10-inch VC and CI main line pipe, 20. Extend storm sewer pipe from 57th and Perry Avenues to 5701 Perry Avenue to reduce standing water along the edge of pavement along 57th Avenue. 21. Extend storm sewer pipe from 57th Avenue and Twin Lake Terrace to 5608 Twin Lake Terrace to reduce standing water along the edge of pavement along Twin Lake Terrace. 22. Replace deteriorated storm sewer pipe along 57th Avenue from Yates Avenue to Vera Cruz Avenue. 23. Extend storm sewer pipe from 58th and Adair Avenues to 57th and Zane Avenues to reduce standing water at the intersection. 24. Extend storm sewer pipe from 58th and Quail Avenues to 5841 Quail Avenue to reduce standing water along the edge of pavement along Quail Avenue. 25. Extend storm sewer pipe from 58th and Regent Avenues to 5841 Regent Avenue to reduce standing water along the edge of pavement along Regent Avenue. 26. Extend storm sewer pipe from 58th and Regent Avenues to 5715 Regent Avenue to reduce standing water along the edge of pavement along Regent Avenue. 27. Extend storm sewer pipe from 61st Avenue and Douglas Drive to 6401 61st Avenue to reduce standing water along the edge of pavement along 61st Avenue. 28. Potentially add an underground infiltration system along Douglas Drive to reduce standing water at the intersection of 61st Avenue and Douglas Drive. 8.7 Executive Summary (Continued) CRYST 137726 Report on Feasibility ES-4 29. Catch basins be replaced as necessary when widening the existing street width to the proposed street width. 30. Concrete valley gutters be installed to convey storm water runoff through intersections without catch basins to intersections with catch basins. Potential valley gutter locations may be installed at the locations of existing bituminous valley gutters. 31. The City consider constructing rain gardens to better manage runoff in areas with favorable topography. 32. Sump pump boxes connected to the proposed drain tile network be installed in the boulevards on an as needed basis where practical and feasible to as many residents as possible that reported owning sump pumps. 33. Regent Avenue sanitary sewer main and services be replaced south of 58th Avenue due to offset joints 34. The following 8-inch cast iron mains, hydrants and services be replaced: a. Regent Avenue south of 58th Avenue due to replacement of the sanitary sewer main replacement below the water main. b. Douglas Drive to allow infiltration improvements due to significant ponding near the intersection of 61st Avenue and Douglas Drive. 35. The program to repair sanitary sewer services and reconstruct private driveways be offered to property owners in Phase 16 as it was in Phases 1 through 15. 36. The City continue discussing with CenterPoint Energy reconstructing a portion of their gas main in the Phase 16 study area during fall 2016. 37. Reconstruction of the streets in Phase 16 proceed at an estimated total cost of $6,938,719. 38. The City continues budgeting funds to finance future street maintenance costs. The project be financed with a combination of MSA funds, special assessments, the Storm Drain Utility Fund, and the application of the City’s Street Reconstruction Fund balance. The financial analysis is based upon the following: Table 1 Summary of Funding Sources – Skyway Park Funding Source Rate/Amount Benefit Total Single Family/Duplex Property Street Assessment Rate $6,735 /Lot 493.0 Lots $3,320,355 “Commercial/Non-Profit” Property Street Assessment Rate $120.79 /Front Foot 1,890.58 Front Feet $228,363 Concrete Curb and Gutter Assessment · Install City Standard B618 Concrete Curb & Gutter $25.86 /Front Foot 34,070.23 Front Feet $881,056 8.7 Executive Summary (Continued) Report on Feasibility CRYST 137726 ES-5 Funding Source Rate/Amount Benefit Total · Remove D Curb & Replace with City Standard B618 Concrete Curb & Gutter $25.86 /Front Foot 0.00 Front Feet $0 · Reconstruct B618 Curb $12.93 /Front Foot 9,853.96 Front Feet $127,412 · Reincorporate B618 Curb $6.73 /Front Foot 0.00 Front Feet $0 Total Cost to be Assessed $4,557,185 MSA Pledged Construction Funds $890,914 MSA Maintenance Funds $0 Storm Drain Utility Fund $856,000 Net Unfunded Amount $542,517 Surrounding Community Receiving Benefit $92,103 TOTAL OF FUNDING SOURCES $6,938,719 8.7 SEH is a registered trademark of Short Elliott Hendrickson Inc. Report on Feasibility CRYST 137726 Page i Table of Contents Letter of Transmittal Certification Page Title Page Distribution List Executive Summary Table of Contents Page 1.0 Introduction ................................................................................................................1 2.0 Existing Conditions ...................................................................................................2 2.1 Pavement and Subgrade Soils ......................................................................................... 2 2.2 Sidewalks ......................................................................................................................... 3 2.3 Right-of Way and Easements ........................................................................................... 3 2.4 Concrete Curb and Gutter ................................................................................................ 3 2.4.1 No Curb ............................................................................................................... 3 2.4.2 Existing B618 Curb .............................................................................................. 3 2.5 Retaining Walls ................................................................................................................. 4 2.6 Boulevard Trees ............................................................................................................... 4 2.7 Drainage ........................................................................................................................... 4 2.7.1 Surface Water Runoff .......................................................................................... 4 2.7.2 Groundwater Flows ............................................................................................. 5 2.8 Utilities .............................................................................................................................. 5 2.8.1 Public Utilities ...................................................................................................... 5 2.8.1.1 Sanitary Sewer Trunk Pipe ................................................................ 5 2.8.1.2 Sanitary Sewer Services ................................................................... 5 2.8.1.3 Water Main ........................................................................................ 6 2.8.2 Private Utilities ..................................................................................................... 6 3.0 Criteria for Investigation ...........................................................................................6 3.1 Criteria .............................................................................................................................. 6 3.2 Permits ............................................................................................................................. 6 4.0 Proposed Improvements ...........................................................................................7 4.1 Pavements ........................................................................................................................ 7 4.1.1 MSA Street Alternatives ...................................................................................... 7 4.1.1.1 Width and Parking ............................................................................. 7 4.1.1.1.1 58th Avenue between Regent and Orchard Avenues, and Regent Avenue between Bass Lake Road and 58th Avenue ........................................................................... 7 4.1.1.2 Sidewalks .......................................................................................... 7 4.2 Local non MSA Street Width and Parking ........................................................................ 8 4.2.1 Street width .......................................................................................................... 8 4.2.2 Parking ................................................................................................................ 8 4.2.3 Sidewalk .............................................................................................................. 8 4.3 Street and Sidewalk Pavement Sections ......................................................................... 8 4.3.1 MSA Streets ........................................................................................................ 8 8.7 Table of Contents (Continued) CRYST 137726 Report on Feasibility Page ii 4.3.1.1 58th Avenue ....................................................................................... 8 4.3.1.2 Regent Avenue .................................................................................. 9 4.3.1.3 Local non MSA Streets ...................................................................... 9 4.3.2 Sidewalks ............................................................................................................ 9 4.3.3 Street Crown ........................................................................................................ 9 4.4 Right-of-Ways and Rights of Entry ................................................................................. 10 4.5 Concrete Curb and Gutter .............................................................................................. 10 4.5.1 No Curb ............................................................................................................. 10 4.5.2 Existing B618 Curb ............................................................................................ 10 4.6 Retaining Walls ............................................................................................................... 10 4.7 Boulevard Trees ............................................................................................................. 10 4.8 Private Driveway Reconstruction ................................................................................... 11 4.9 Drainage ......................................................................................................................... 11 4.9.1 MSA Streets ...................................................................................................... 11 4.9.1.1 58th and Regent Avenues ................................................................ 11 4.9.2 Local non MSA Streets ...................................................................................... 11 4.9.2.1 Maintenance Issues ........................................................................ 12 4.9.2.2 Concrete Valley Gutters .................................................................. 12 4.9.2.3 Area Drainage Concerns ................................................................. 12 4.10 Rain Gardens ................................................................................................................. 12 4.10.1 Runoff Management .......................................................................................... 12 4.10.2 Background Information .................................................................................... 13 4.10.3 Proposed Locations ........................................................................................... 13 4.10.4 Maintenance ...................................................................................................... 13 4.11 Drain Tile ........................................................................................................................ 14 4.11.1 Turf Restoration ................................................................................................. 14 4.12 Utilities ............................................................................................................................ 14 4.12.1 Public Utilities .................................................................................................... 14 4.12.1.1 Sanitary Sewer Trunk Pipe .............................................................. 14 4.12.1.2 Sanitary Sewer Services ................................................................. 14 4.12.1.3 Water Main ...................................................................................... 15 4.12.2 Private Utilities ................................................................................................... 15 5.0 Implementation ........................................................................................................15 5.1 Estimated Project Costs ................................................................................................. 15 5.2 Preliminary Opinion of Property Benefit ......................................................................... 16 5.3 Proposed Financing ........................................................................................................ 16 5.4 Assessments .................................................................................................................. 17 5.5 Street Assessments ........................................................................................................ 17 5.5.1 Concrete Curb and Gutter Assessments .......................................................... 19 5.5.1.1 No Curb ........................................................................................... 19 5.5.1.2 Existing B618 Curb .......................................................................... 19 5.6 Future Maintenance........................................................................................................ 20 6.0 Schedule ...................................................................................................................20 6.1 Project Schedule ............................................................................................................ 20 8.7 Table of Contents (Continued) Report on Feasibility CRYST 137726 Page iii List of Tables Table 1 Summary of Funding Sources – Skyway Park ................................................................. ES - 4 Table 2 Breakout of Total Estimated Project Cost .............................................................................. 16 Table 3 Net Cost for Street Assessment ............................................................................................. 17 Table 4 Cost Splits 18 Table 5 Single Family/Duplex Street Assessment Rate ...................................................................... 18 Table 6 “Commercial and Non-profit” Property Street Assessment Rate ........................................... 18 Table 7 Curb and Gutter Assessment ................................................................................................. 19 Table 8 Phase 16 Project Schedule .................................................................................................... 20 List of Figures Figure 1 – Phase 16 Location Map Figure 2 – Phase 16 Street Summary Figure 3 – Phase 16 Typical Section - Municipal State Aid Street Reconstruction Figure 4 – Phase 16 Typical Section - Local Street Reconstruction Figure 5 – Phase 16 Fall 2016 Gas Main Replacement Figure 6 – Phase 16 Curb Summary Figure 7 – Phase 16 Utilities Figure 8 – Phase 16 Drain Tile/Rain Gardens Figure 9 – Phase 16 Private Driveway Replacement Program Figure 10 – Phase 16 Private Sanitary Sewer Service Replacement Program List of Appendices Appendix A List of Figures Appendix B Estimated Project Costs Appendix C Estimated Assessment Rate Calculation for B618 Curb – Phase 16 Appendix D Mock Assessment Roll – Phase 16 Appendix E Summary of Fund Sources Appendix F Street Reconstruction Unit Costs Comparison Per Phase Potential Future Single Family Duplex Assessment Rate Comparison: Current Assessment Rate Trends vs. Projected Construction Cost Trends Appendix G Crystal Finance Department Street Reconstruction Fund Expenditures Crystal Finance Department Street Reconstruction Funding Sources Appendix H Storm Water Runoff Management and the Use of Rain Gardens Flyer 8.7 September 2016 CRYST 137726 Page 1 Report on Feasibility 2017 - Phase 16 Skyway Park Street Reconstruction Prepared for the City of Crystal 1.0 Introduction A report on feasibility for improvements to reconstruct the streets for Phase 16 was ordered by the Crystal City Council on June 7, 2016. Parameters and guidelines established in the Overall Study, the 2007 Update, construction and management experiences of Phases 1 through 15, and our current studies and investigations in the study areas contain the basis for the general conclusions and recommendations found herein. The 2007 Update defined the boundaries of the Phase 16 improvement to include the area bounded by 62nd Avenue and the Brooklyn Park corporate limits on the north, County Road 81 on the west, Bass Lake Road on the south and Twin Lake and the Brooklyn Center corporate limits on the east. The study area is shown on Figure No. 1. The work components analyzed are: 1. Reconstruction method involving recycling strategies for local non MSA streets. 2. Examination of street width, parking, striping, and sidewalk options for the following streets: a. 58th Avenue, and b. Regent Avenue. 3. Impacts that reconstruction activities have on boulevard retaining walls, trees, and landscape improvements. 4. Complete the construction of B618 curb on all streets to city standards. 5. Repair or remove and replace failed existing City standard B618 curb. 6. Replacement and extension of the trunk storm sewer system. 7. Installation of rain gardens and drain tile systems to serve areas where needed and feasible. 8. Repair of sanitary sewer services and replacement of private driveways. 9. Scattered sanitary sewer and water main repairs. The report figures are located at the end of this report. 8.7 CRYST 137726 Report on Feasibility Page 2 2.0 Existing Conditions 2.1 Pavement and Subgrade Soils The majority of the streets were originally constructed in the mid-1950s along with the sanitary sewer. Later in the mid-1960s, water main and storm sewer was constructed. Only portions of the existing pavements were removed and reconstructed to allow water main and storm sewer installation. Since then, the work done to the streets includes seal coating once every eight years through 2001 and miscellaneous patching and overlays. The pavement surfaces show signs of moderate to severe distresses that cause their deterioration. The 2007 Update documented the criteria used for the measurement of these distresses along all of the City’s local streets north of 42nd Avenue (with the exception of the Forest South neighborhood). Furthermore, the 2007 Update used the City’s Cartegraph PAVEMENTview PLUS (PVP) pavement management computer software program to establish those local streets north of 42nd Avenue (with the exception of the Forest South neighborhood) in the most immediate need of reconstruction from a cost/benefit point of view. When the additional data collected during the preparation of this Report on Feasibility is applied against the criteria documented in the 2007 Update, the following is revealed: 1. Bituminous pavement lasts 25 to 35 years based on initial construction and maintenance procedures used in Crystal, which may include milling and overlaying. 2. Extensive pavement repairs, or patches likely replacing cracked areas, were noted throughout the study areas. The type of cracking indicating the most severe distress – alligator cracking – was observed on the majority of the streets. Alligator cracking is the sign of imminent structural failure and the last step prior to a pothole development. 3. 20 soil borings were taken study area wide in August 2016. From these borings, a determination of soil conditions under the Phase 16 street pavements is made. 4. The borings indicate that the subgrade soils are primarily sandy mixed with silt. Soils that contain sand shed moisture and are less frost sensitive. Subsequently, they are structurally stronger. 5. The streets have settled at many sanitary sewer and water service locations resulting in birdbaths. In addition, the crown of the street is gone in many areas that do not have curb and gutter allowing surface water runoff to flow randomly down the street and not in the gutter or along the edge of bituminous pavement. Both of these conditions have contributed to more water soaking into the underlying soils through cracks in the surface. The water weakens the soil which leads to structural failure when driven upon. 6. Increased traffic volumes and weathering are other factors contributing to the conclusion that the streets in Phase 16 need reconstruction. 7. Local streets in the study areas with existing curb and gutter were constructed to a 30-foot width. Those streets with curb and gutter on one side were constructed approximately 28 feet wide and those streets with no curb and gutter were constructed approximately 28 feet wide. 8. The following pavements are approximately centered in a right-of-way (ROW) less than 60 feet: a. 58th Avenue between Brunswick Avenue and 130 feet east of Yates Avenue (20 feet wide, ROW width 30 feet). 8.7 Report on Feasibility CRYST 137726 Page 3 b. 60th Avenue between 130 feet west of Regent Avenue and Quail Avenue (16 feet wide, ROW width 30 feet). c. Florida Avenue between Lombardy Lane and 130 feet south of 61st Avenue (27 feet wide, ROW width 50 feet). d. Twin Lake Terrace between 56th Avenue and 140 feet south of 57th Avenue (29 feet wide, ROW width 50 feet). e. 5613, 5619 and 5625 Vera Cruz Avenues (30 feet wide, ROW width 30 feet). f. Vera Cruz Avenue north of 57th Avenue (29 feet wide, ROW width 30 feet). 2.2 Sidewalks Concrete sidewalk is not present within the Phase 16 project area. Concrete sidewalk exists along the perimeter of the project area on County Road 81 and Bass Lake Road as shown in Figure 2. The condition of these sidewalks is generally satisfactory. 2.3 Right-of Way and Easements The streets within the study areas are built approximately in the center of the right-of-way (ROW). The ROW width within the project areas are at least 60-feet wide, except on: 1. 58th Avenue between Brunswick Avenue and 130 feet east of Yates Avenue, 2. 60th Avenue between 130 feet west of Regent Avenue and Quail Avenue, 3. Florida Avenue between Lombardy Lane and 130 feet south of 61st Avenue, 4. Twin Lake Terrace between 56th Avenue and 140 feet south of 57th Avenue, 5. 5613, 5619 and 5625 Vera Cruz Avenues, and 6. Vera Cruz Avenue north of 57th Avenue. Street easements exists at: 1. Florida Avenue between Lombardy Lane and 130 feet south of 61st Avenue, 2. Portions of Twin Lake Terrace between 56th Avenue and 140 feet south of 57th Avenue, and 3. Vera Cruz Avenue north of 57th Avenue. A utility easement exists at 5630 Twin Lake Terrace. 2.4 Concrete Curb and Gutter Figure 6 shows the locations of the two concrete curb conditions in the study area: No Curb and existing B618 Curb. 2.4.1 No Curb 85% of the streets were built without any curb. At the time the initial street construction occurred approximately 50 years ago, concrete curb and gutter was not a City standard but was left up to the developers to install at their option. 2.4.2 Existing B618 Curb 15% of the streets were built with City standard B618 curb with a 6-inch high face. 8.7 CRYST 137726 Report on Feasibility Page 4 A detailed field review of the existing B618 curb condition was performed. The following criteria were used to determine unacceptable curb needing complete removal and replacement. 1. The curb section needs removal and replacement if one major defect was found on it, e.g., a faulted crack. 2. The curb section needs removal and replacement if three or more minor defects were found on it, e.g., several tight cracks, settlement, a scaled and spalled curb face, or scalped top. 3. The curb section or sections need removal and replacement if there are significant drainage problems due to flat curb slopes. A majority of the existing B618 curb was found to be in need of replacement. 2.5 Retaining Walls Figure No. 2 shows the locations of 16 retaining walls inside the ROW. The walls were privately constructed. The City performs no maintenance on them. The walls are constructed of timber or masonry blocks. While the walls are mostly in satisfactory condition all of them are along the edges of driveways. They leave no room for the installation of proposed B618 curb and gutter. 2.6 Boulevard Trees Many trees are located within the ROW. The trees range in size between 4 and 60 inches in diameter. 2.7 Drainage Two types of drainage have an impact in the study areas. The first type – surface water runoff – results from rainfall or snow melt. The second type is groundwater flow. 2.7.1 Surface Water Runoff Much of the areas rely upon surface grading to transport runoff to the street. Once in the street, runoff flows approximately 500 feet to the nearest storm sewer inlet which is the maximum recommended distance. Additionally, some of the areas rely upon long swales running in backyards to transport runoff to storm sewer. Figure 7 shows the extent of the existing storm sewer collection systems. While some of the runoff has to travel a considerable distance in the street before entering a storm sewer inlet, the runoff in most cases reach those inlets despite the flat terrain. The storm sewer systems in the Skyway Park Neighborhood flow to either: 1. Bass Lake Road and eventually drains to Twin Lakes in the Shingle Creek Watershed District. 2. 58th Avenue, 58th Place, or Twin Lake Terrace directly into Twin Lakes. Consultation with city staff, questionnaire responses, and field investigation identified the following specific locations where runoff pools in the street. 1. 56th Place and Quail Avenue intersection, 2. 57th and Adair Avenue intersection, 3. 57th and Vera Cruz Avenue intersection, 8.7 Report on Feasibility CRYST 137726 Page 5 4. 57th and Welcome Avenue intersection, 5. 57th and Yates Avenue intersection, 6. 58th and Adair Avenue intersection, 7. 58th and Orchard Avenue intersection, 8. 58th and Quail Avenue intersection, 9. 59th and Quail Avenue intersection, 10. 59th and Regent Avenue intersection, 11. 60th and Perry Avenue intersection, 12. 60th and Quail Avenue intersection, 13. 60th and Regent Avenue intersection, 14. 61st Avenue and Douglas Drive intersection, 15. 5642 Adair Avenue, 16. 5701 Orchard Avenue, 17. 5957 Quail Avenue, 18. 5600 Twin Lake Terrace, 19. 5601 Twin Lake Terrace, and 20. 5631 Vera Cruz Avenue. Of the 21 Phase 16 residents shown in Figure 8 that reported surface or ground water problems in their questionnaire responses, 1 of those residents indicated that runoff pools in their rear yard or side yard. These drainage problems continue to be investigated. According to the City’s Utility Department the majority of the catch basin structures in the study areas are precast concrete structures. 2.7.2 Groundwater Flows When sandy clay subgrade soils exist, there are usually horizontal layers of sandier porous soils. Groundwater accumulates within these layers. The outlet for a portion of this accumulated groundwater has been basements of homes and sanitary sewers through cracks in the pipes. Typically homes with sump pumps exist in areas with sandy clay subgrade soils. Because the subgrade soils are generally sandy with silt, groundwater flows present fewer problems in that area. 2.8 Utilities 2.8.1 Public Utilities 2.8.1.1 Sanitary Sewer Trunk Pipe The majority of the sanitary sewer trunk pipe was installed during the mid to late 1950’s. There are significant deficiencies in the sanitary sewer trunk pipe along Regent Avenue south of 58th Avenue. 2.8.1.2 Sanitary Sewer Services As demonstrated during service pipe repairs in Phases 1 - 15, many of these service pipes have deteriorated and need to be repaired by the homeowner. 8.7 CRYST 137726 Report on Feasibility Page 6 2.8.1.3 Water Main Water main pipe was installed during the mid-1960’s. There are no known significant deficiencies in the water main pipe network in the project areas. 2.8.2 Private Utilities Steel gas mains and services are buried under the street pavement and in the boulevards in the majority of the project areas. Electric, telephone, and cable TV lines in the study areas are all overhead or buried mostly outside of the street pavement areas. 3.0 Criteria for Investigation 3.1 Criteria The criteria for improvements proposed in this report include: 1. City of Crystal standards for street and utility construction. 2. Minnesota Department of Transportation (MnDOT) State Aid street standards. 3. City of Crystal Storm Sewer Study and Preliminary Report for Storm Sewer Improvements dated 1968. 4. City of Crystal Overall Study for the Phase 1 through 4 areas dated March 31, 1993, the Supplemental Report dated May 18, 1994. 5. City of Crystal Overall Study for Crystal’s Local Street Reconstruction Program dated March 10, 2003. 6. City of Crystal Update to the 2003 Overall Study for Crystal’s Local Street Reconstruction Program dated May 31, 2007. 7. City construction and management experiences of Phases 1 through 15. 8. Input received from the City Council at the September 6 work session. 9. Input received from the property owners in Phase 16. 10. Input received from Brooklyn Park, Brooklyn Center and Hennepin County staff. 11. City of Crystal standard assessment policies. 3.2 Permits The improvements proposed in this report will require review and permit approval from the following agencies: 1. Minnesota Pollution Control Agency and Watershed District for grading and drainage. 2. MnDOT Metro State Aid. 3. Hennepin County Highway Department for grading, paving and drainage work within their Bass Lake Road and County Road 81 ROW. 4. Metropolitan Airports Commission for grading, paving and drainage work adjacent to the Crystal Airport. 5. Minnesota Pollution Control Agency for sanitary sewer improvements. 6. Minnesota Department of Health for water system improvements. 7. Minnesota Department of Natural Resources for utility improvements. 8.7 Report on Feasibility CRYST 137726 Page 7 4.0 Proposed Improvements 4.1 Pavements 4.1.1 MSA Street Alternatives Phase 16 streets on Crystal’s MSA system are: 1. 58th Avenue between Regent and Orchard Avenues, and 2. Regent Avenue between Bass Lake Road and 58th Avenue. They have average daily traffic counts of: 1. 249 along 58th Avenue, and 2. 557 along Regent Avenue. MSA standards describe these MSA streets as low density collectors. For the purpose of pavement design along these proposed MSA streets, the average daily traffic volume is projected to grow at 2.0% annually during the 20-year design life of the pavement. 4.1.1.1 Width and Parking MnDOT has established minimum standard alternatives for the design and construction of MSA streets that must be met to be eligible for funding. The minimum width and parking alternatives, taking into account the projected traffic, applicable to the projected MSA streets in the study area include: 1. 26-feet wide with no parking either side 2. 32-feet wide with parking one side 3. 38-feet wide with parking both sides 4.1.1.1.1 58th Avenue between Regent and Orchard Avenues, and Regent Avenue between Bass Lake Road and 58th Avenue Based on parameters and guidelines set forth in the 2007 Update and construction and management experience gained in Phases 1 - 15, Alternative 2, a 32-feet wide street with parking along one side is proposed because it: 1. Provides for on-street parking. 2. Provides an improved area for safer pedestrian travel in the parking lane. 3. Is consistent with the reconstruction of other MSA streets in Phases 1 through 15 that increases familiarity of use among motorists. 4.1.1.2 Sidewalks Sidewalks and trails are not required by MSA standards but are eligible for MSA funding if included. The 2007 Update states that the City should consider adding a concrete sidewalk along one side of the MSA streets. Based on the lack of amenities adjacent to the MSA streets and lack of approval via a questionnaire from property owners along MSA streets, it is not proposed to add the sidewalk adjacent to the parking lane along MSA streets 58th and Regent Avenues in the project area. 8.7 CRYST 137726 Report on Feasibility Page 8 4.2 Local non MSA Street Width and Parking 4.2.1 Street width As shown on Figure No. 4, Phase 16 streets with no existing curb and gutter would be constructed with new B618 curb to a width of 28 feet face-to-face of the curb. The resulting Phase 16 total section width would be the same width on each side wherever curb and gutter is added. Exceptions to the proposed 28-foot street due to the existing narrow ROW or proximity to the Crystal Airport are: 1. Douglas Drive, proposed at 26-foot. 2. 57th Avenue between 270 feet west of Regent Avenue and Regent Avenue, proposed at 22-foot. 3. 58th Avenue between 270 feet west of Regent Avenue and Regent Avenue, proposed at 22-foot. 4. 59th Avenue between 270 feet west of Regent Avenue and Regent Avenue, proposed at 22-foot. 5. 58th Avenue between Brunswick Avenue and 130 feet east of Yates Avenue, proposed at 18-foot. 6. Vera Cruz Avenue between 57th Avenue and 150 feet north of 57th Avenue, proposed at 16-foot. 7. 60th Avenue between 270 feet west of Regent and Quail Avenue, proposed to be permanently closed, with the exception of access to the ball field. 4.2.2 Parking Parking would be available on either side of Phase 16 streets and regulated by current city parking ordinances. 4.2.3 Sidewalk No sidewalk is proposed along local non MSA Phase 16 streets. 4.3 Street and Sidewalk Pavement Sections 4.3.1 MSA Streets The final MSA street section will be discussed with residents living along the MSA streets at neighborhood meetings later this Fall. The meetings will coincide with the preparation of final bidding documents. The MSA street and pavement sections are shown on Figure No. 3 for: 1. 58th Avenue and 2. Regent Avenue 4.3.1.1 58th Avenue The street is proposed at 32 feet wide consisting of two 11-foot traffic lanes, a 2-foot reaction area on one side, and an 8-foot parking lane on the opposite side. The street crown is proposed to be located at the lane line between traffic lanes. The centerline of the street will be constructed at or near the center of the ROW. 8.7 Report on Feasibility CRYST 137726 Page 9 The parking lane is proposed along the south side of the street because it will minimize storm sewer catch basins needed to protect the driving lane from flooding caused by a 3-year design storm. The pavement section consists of excavation and replacement with 8 inches of class 5 aggregate base, 3 ½ inches of bituminous surfacing and B618 concrete curb. 4.3.1.2 Regent Avenue The street is proposed at 32 feet wide consisting of two 11-foot traffic lanes, a 2-foot reaction area on one side, and an 8-foot parking lane on the opposite side. The street crown is proposed to be located at the lane line between traffic lanes. The centerline of the street will be constructed at or near the center of the ROW. The parking lane is proposed along the west side of the street because there is more parking availability on the west side. The pavement section consists of excavation and replacement with 8 inches of class 5 aggregate base, 3 ½ inches of bituminous surfacing and B618 concrete curb and gutter. 4.3.1.3 Local non MSA Streets The Phase 16 local non MSA street and pavement section is shown on Figure No. 4. The proposed 28-foot street would consist of two 12-foot traffic lanes and a 2-foot reaction area on each side. The street crown is proposed at the line between the traffic lanes. Construction will be on or near the center of the rights-of-way or located to minimize impacts to existing trees, sidewalks, fences, retaining walls and other ROW features. Full-depth reclaimed aggregate base construction will be used in Phase 16. The method involves grinding together the existing bituminous and gravel base. The resulting product is a remanufactured gravel base. This new gravel base would be placed to a thickness of 6 inches and covered with 3 ½ inches of bituminous surfacing. This method will result in a street system with a 20 year design life, extending to 35 useful years with appropriate maintenance, which may include milling and overlaying. Soil borings indicate that thin existing pavement sections may restrict the production of reclaimed aggregate base at many locations in the study area to amounts less than that needed to reconstruct the streets in those areas. Therefore, it is assumed that the streets in those areas will be reconstructed using both the reclaimed and imported class 5 aggregate bases. Such streets will require the contractor to not only reclaim, but also excavate and haul off-site enough street subgrade material to construct the local street section with the combination of imported and reclaimed aggregate bases. 4.3.2 Sidewalks No new sidewalks are proposed along the MSA streets. 4.3.3 Street Crown One way to extend a local street’s life is to remove the storm water runoff from the street’s surface before it can soak through surface cracks into the street’s subgrade soils. This is particularly true where there is a reliance on long overland flow routes along the street’s edge to convey runoff to storm sewer catch basins. A local street’s crown, or cross slope, can efficiently direct the runoff to the gutter. 8.7 CRYST 137726 Report on Feasibility Page 10 Due to the reliance on long overland flow routes along the street’s edge, a 3% crown is proposed along all streets in the study areas. However, a 2% crown is being considered as part of the overall storm water management in the area. A final decision will be made at a later time. 4.4 Right-of-Ways and Rights of Entry ROW is sufficiently wide for the street reconstruction work on the majority of the streets. Due to narrow right-of-way at the following locations, temporary construction rights of entry may be necessary: 1. 58th Avenue between Brunswick Avenue and 130 feet east of Yates Avenue, 2. 60th Avenue between 130 feet west of Regent Avenue and Quail Avenue, 3. Florida Avenue between Lombardy Lane and 130 feet south of 61st Avenue, 4. Twin Lake Terrace between 56th Avenue and 140 feet south of 57th Avenue, 5. 5613, 5619 and 5625 Vera Cruz Avenues, and 6. Vera Cruz Avenue north of 57th Avenue. Rights of Entry (ROE) may also be needed in areas with steep driveways or boulevards to restore these boulevards and driveways after street reconstruction. 4.5 Concrete Curb and Gutter Figure No. 6 shows locations of the two concrete curb conditions in the study areas: No Curb and Existing B618 Curb. 4.5.1 No Curb Streets without curb will be upgraded to City standard B618 curb. The proposed curb and gutter will significantly improve drainage flow, provide a structural support to reduce edge deterioration, and protect boulevards from traffic and snow plowing. 4.5.2 Existing B618 Curb Today a majority of the existing B618 curb needs replacement due to deterioration, flat street grades or new road geometry. If the existing B618 curb is repaired and not reconstructed, it will pose a long term maintenance burden and contribute to a shortened life for the new street. Therefore, it is proposed to reconstruct the existing B618 curb. 4.6 Retaining Walls The walls shown in Figure No. 2 are along the edges of Phase 16 driveways and will need adjustment near the street to fit them to the alignment of the proposed back of the curb. No modular block walls are proposed to be constructed due to street reconstruction. 4.7 Boulevard Trees When boulevard trees interfere with street reconstruction activities, as shown in Figure No. 2, the tree will be removed and replaced with a nursery stock tree. Before removing a tree, attempts will be made to either adjust the alignment of the proposed street and/or install the curb by hand rather than machine to avoid the removal of the tree. Figure No. 2 shows where improvements may trigger boulevard tree removal in front of homes. In all situations involving trees impacted by street reconstruction activities, the impacted resident will be contacted and involved with the design details. 8.7 Report on Feasibility CRYST 137726 Page 11 4.8 Private Driveway Reconstruction A private driveway reconstruction program similar to that offered in Phase 15 is proposed in Phase 16. Figure No. 9 shows that 92 residents respectively are interested in reconstructing their private driveway. Due to the large number of residents expressing apparent interest in reconstructing their driveway, City staff will again turn the administration of the program to the contractor. In particular, the contractor will prepare the quotes and schedule the reconstruction. City staff will continue to review each proposed driveway improvement and quote. 4.9 Drainage The proposed storm sewer collection systems are shown in Figure No. 7. The systems are consistent with Crystal’s 1968 Storm Sewer Study. Typically, storm sewer consists of a main line with branches and catch basins. Where applicable, 4-inch services will be extended to the abutting properties with a sump box on the end. This will provide property owners with a reliable outlet for their sump pumps. This system has two main components, MSA street and local non MSA street. Shingle Creek Watershed District will review the bidding documents for water quality treatment conformance. Runoff problems occur with the existing storm sewer pipe network connected to the Bass Lake Road storm sewer network which is over capacity during heavy rainfall events. The system does not redirect runoff to a pond, creek, or existing storm sewer pipe different from the one it ultimately arrives at today. 4.9.1 MSA Streets For the MSA streets within the project area, MSA design requires that driving lanes be protected from flooding caused by a 3-year design storm. If necessary, catch basins will be located at intersections along the expansion to reduce both cross gutter drainage flows and standing water in the intersections. 4.9.1.1 58th and Regent Avenues XP-SWMMTM storm system hydraulic study results indicate that the existing 58th and Regent Avenue systems are adequate to handle the MSA 3-year design storm. Due to the proposed street width of 32 feet, which is more than the 29 foot width of the existing street, the storm sewer catch basins will need to be replaced. The 18-inch storm sewer south of 57th will need to be replaced due to replacement of the 10- inch VC and CI main line pipe. 4.9.2 Local non MSA Streets At some locations, the existing storm sewer pipe network is unable to convey all of the runoff from the standard 2-year design storm. Some of the runoff problems are due to the existing storm sewer pipe network connected to the Bass Lake Road storm sewer network which is over capacity during heavy rainfall events. However, combining street valley gutters with the existing storm sewer pipe network generally satisfies the drainage needs of the study area. We are continuing our investigation of extending, upgrading and replacing storm sewer at various locations due to flat street grades or undersized or deteriorated pipes. Some of the options being investigated are: 8.7 CRYST 137726 Report on Feasibility Page 12  Extend storm sewer pipe from 57th and Perry Avenues to 5701 Perry Avenue to reduce standing water along the edge of pavement along 57th Avenue.  Extend storm sewer pipe from 57th Avenue and Twin Lake Terrace to 5608 Twin Lake Terrace to reduce standing water along the edge of pavement along Twin Lake Terrace.  Replace deteriorated storm sewer pipe along 57th Avenue from Yates Avenue to Vera Cruz Avenue.  Extend storm sewer pipe from 58th and Adair Avenues to 57th and Zane Avenues to reduce standing water at the intersection.  Extend storm sewer pipe from 58th and Quail Avenues to 5841 Quail Avenue to reduce standing water along the edge of pavement along Quail Avenue.  Extend storm sewer pipe from 58th and Regent Avenues to 5841 Regent Avenue to reduce standing water along the edge of pavement along Regent Avenue.  Extend storm sewer pipe from 58th and Regent Avenues to 5715 Regent Avenue to reduce standing water along the edge of pavement along Regent Avenue.  Extend storm sewer pipe from 61st Avenue and Douglas Drive to 6401 61st Avenue to reduce standing water along the edge of pavement along 61st Avenue.  Add an underground infiltration system along Douglas Drive to reduce standing water at the intersection of 61st Avenue and Douglas Drive. 4.9.2.1 Maintenance Issues All block and mortar catch basins will be replaced with new precast concrete catch basins. Additionally, catch basins will be replaced as necessary when widening the existing street width to the proposed street width. 4.9.2.2 Concrete Valley Gutters The system may also include a series of proposed concrete valley gutters (gutters). These are similar in style and function to the gutters installed in Phases 5 through 15. The gutters will convey storm water runoff through intersections without catch basins to intersections with catch basins. 4.9.2.3 Area Drainage Concerns Proposed storm sewer pipe, the installation of concrete valley gutters, concrete curb and gutter, an infiltration system and rain gardens will mitigate the problems causing runoff to pool along the edge of the street at the 20 locations given in section 2.7.1 of this report. 4.10 Rain Gardens As part of local street reconstruction in the Skyway Park neighborhood, City staff will offer rain gardens to better manage storm water runoff for consideration by the neighborhood’s residents. 4.10.1 Runoff Management Poor runoff management results in adverse downstream impacts such as, but not limited to, flooding, erosion, and poor water quality in nearby lakes and streams. The City is required to submit a permit to the MPCA outlining their plan to better manage its runoff. Constructing ponds in established neighborhoods like Skyway Park is not possible without acquiring property. Subsequently, the City must consider other tools to show the MPCA it is better managing its runoff in its established neighborhoods. 8.7 Report on Feasibility CRYST 137726 Page 13 4.10.2 Background Information A rain garden is a landscaped area located in the City-owned boulevard. The area is slightly depressed to soak up some of the runoff before it can enter the storm sewer pipe network (network). This decreases the amount of runoff carried by the network to nearby lakes and streams. When plants in the rain garden mature, the rain garden should be disguised as an aesthetic addition to the neighborhood. The plants can also help runoff reach into deeper subgrade soils and recharge nearby groundwater aquifers. The plants also aerate the garden’s soil to maintain its infiltration characteristics. Rain garden plants can handle extended periods of wet conditions. Potential standing water in the rain garden will be designed to dissipate quickly. 4.10.3 Proposed Locations Rain gardens work best in relatively flat boulevards with sandy, well-draining subgrade soils beneath them. The subgrade soils appear to be favorable to construct rain gardens. Some boulevards cannot accommodate rain gardens due to steep slopes, or not enough space between the edge of the street’s pavement and the ROW line. The more rain gardens installed means less runoff carried by the network to nearby lakes and streams. Space is limited in the City-owned boulevard for locating a rain garden. The best place for a rain garden is close to driveway to ensure good drainage off of and away from the driveway. It is discouraged to locate rain gardens over gas, sewer, or water service pipes. Rain gardens should be placed so as to not interfere with existing trees, shrubs, or existing underground lawn irrigation or pet containment systems. Considering these factors, not much flexibility is available to locate a rain garden. Rain gardens have been effectively constructed on some gentle slopes to capture runoff before it enters the street. From the returned questionnaires, Figure No. 8 shows that 30 residents expressed an interest in having a rain garden in their boulevard. If favorable topography allows, and the City’s maintenance guidelines as noted in Section 4.8.4 are agreed upon, the residents can have a rain garden installed in the boulevard in front of their home. However, too many rain gardens consolidated in a small area will reduce the amount of storm water runoff received by each rain garden and may unfavorably impact the plantings. Engineering staff along with assistance from SEH will determine the optimum locations for rain gardens. Favorable locations for rain gardens on City owned property are limited in the Skyway Park neighborhood. However, installing boulevard grass depressions without plantings at select locations may also be considered to better manage storm water runoff. 4.10.4 Maintenance Rain garden plantings will be selected for low maintenance, which is not to say that they are maintenance free. Yearly maintenance for weeding, mulching, and plant replacement will be conducted by the City for a period of two years after the initial rain garden installation/planting. Individual homeowners will be responsible for weeding, mulching, and plant replacement after the two year City maintenance period, as necessary. Furthermore, individual homeowners will be responsible for watering immediately following the initial rain garden planting. 8.7 CRYST 137726 Report on Feasibility Page 14 4.11 Drain Tile The proposed drain tile improvements are shown on Figure No. 8. The drain tile system proposed would intercept groundwater entering under the pavement and provide a dependable outlet to which property owners could connect their sump pump discharge piping. The drain tile system would consist of a 4-inch perforated polyethylene pipe with drainage sock embedded in granular material installed behind the proposed curb and/or in front of the existing curb approximately three feet deep. Lateral services would be extended to adjoining properties as necessary with a sump box at the end. The system is proposed where feasible in those locations where problems have been identified. Drain tile is not proposed on both sides of local streets except where existing ground water problems warrant it. 4.11.1 Turf Restoration During final design, bidding restoration in the project area by both sod and hydroseed methods will be evaluated. 4.12 Utilities 4.12.1 Public Utilities 4.12.1.1 Sanitary Sewer Trunk Pipe The sanitary sewer trunk pipe has been inspected by television cameras. Any necessary pipe repairs will be completed before street reconstruction begins. The 10-inch VC and CI main line pipe on Regent Avenue south of 58th Avenue will be replaced due to offset joints. 4.12.1.2 Sanitary Sewer Services City policy states that it is the property owner’s responsibility for the sewer service from the main to the house. If repairs are needed, the property owner would pay 100 percent of the cost including street resurfacing. During Phases 1 through 15, in conjunction with local street reconstruction activities, numerous sanitary sewer service repairs were made at the property owner’s request. In most cases, the connection of the 4-inch service pipe to the 6-inch service pipe was usually open and had sagged. This allowed tree roots to enter and debris to flow into the pipe compounding the problem. Materials used years ago for constructing sewer services have a history of failing at the joints allowing tree roots to grow into the service pipe causing a blockage. Even though the roots can be cut, they become increasingly larger and a more frequent problem. The only permanent correction is to replace the pipe with new materials having watertight joints. From the returned questionnaires, Figure No. 10 shows that 88 residents respectively indicated they are interested in repairing their sanitary sewer service. This number is expected to increase as the City completes its existing sanitary sewer televising inspections. A bid item to repair the service line will again be included in the final design documents. The Phase 16 property owners can elect to have the City’s contractor perform the work at the bid price or solicit bids from other contractors. In either case, the work would be done in conjunction with the street work, thus saving the property owner the cost of street repair. The cost of the work would then be separately assessed to each property having the work performed. The service pipes on Regent Avenue south of 58th Avenue will be replaced in conjunction with the sewer main replacement. 8.7 Report on Feasibility CRYST 137726 Page 15 4.12.1.3 Water Main Any necessary pipe repairs will be completed before street reconstruction begins. The following 8-inch cast iron mains, hydrants and services will likely be replaced along: 1. Regent Avenue south of 58th Avenue due to the replacement of the 10-inch VC and CI sanitary sewer main below the water main. 2. Douglas Drive to allow infiltration improvements due to significant ponding near the intersection of 61st Avenue and Douglas Drive. 4.12.2 Private Utilities The providers of natural gas, electric, telephone, and cable TV service within the Phase 16 study area were made aware of this project by letter in June 2016. At the time this report was prepared, only the natural gas provider, CenterPoint Energy had responded that they would upgrading their steel gas mains and services during street reconstruction activities. In Phases 1 through 15, gas mains and services were replaced at the gas company expense. To allow the City’s Phase 16 street reconstruction contractor to begin their work in spring 2017 with little interference, the City will consider authorizing CenterPoint Energy to begin reconstructing their gas mains in approximately 25% of the Phase 16 study area as shown in Figure 5 during fall 2016. CenterPoint Energy would finish their work during spring 2017. The City continues to discuss this potential fall gas main reconstruction option with CenterPoint Energy. Utilities located on poles are mostly along rear lot lines in the study areas. However, at street crossings, there are some poles adjacent to the edge of the streets, and poles at some intersections with streetlights. Coordination with the owners of these poles will be necessary in the event street reconstruction necessitates their being braced or relocated to fit the alignment of the proposed streets. Additionally, coordination with the owners of underground utilities will be necessary if street reconstruction requires their being relocated to fit the vertical alignment of the proposed streets. 5.0 Implementation 5.1 Estimated Project Costs The estimated project costs are separated into categories for ease of calculating proposed assessments. Indirect costs, which include engineering, legal costs, administrative expenses, and interim financing were estimated at 26% during local street reconstruction Phases 1 through 8. However, the indirect costs have been decreased to an estimated 20% based on experience from Phases 6 through 15. Because average bid costs from previous projects were used rather than low bid costs, the project costs do not include a contingency. The total estimated project costs calculated by this report are $6,938,719 as shown in Table 2. The 2007 Update estimated that the total project cost of the Phase 16 Skyway Park neighborhood would be $6,128,501 in 2008 dollars. The average annual increase in street reconstruction construction unit costs comparison per phase was 4.23% between Phase 1 in 1995 and Phase 16 in 2017. When adjusted for 4.23% inflation to 2017 dollars, the 2007 Update estimated the cost of Phase 16 Skyway Park project to be $8,897,928. This $1,959,209 change in the estimated cost is due to: 8.7 CRYST 137726 Report on Feasibility Page 16 1. A reduction of street centerline from the project area due to the County Road 81 reconstruction project in 2010, 2. A reduction in indirect costs from 22 to 20 percent, and 3. The lack of sidewalk along the MSA streets. Table 2 Breakout of Total Estimated Project Cost Item Estimated Project Cost City of Crystal Portion MSA Streets · 58th and Regent Avenues $544,235 Local non MSA Streets $3,906,539 Local and MSA Storm Sewer $1,387,375 Concrete Curb and Gutter $1,008,468 City of Crystal Subtotal $6,846,616 City of Brooklyn Park Portion Local Streets $92,103 Local Storm Sewer $0 City of Brooklyn Park Subtotal $92,103 Total Estimated Project Cost $6,938,719 A detailed estimated project cost is included in Appendix B. 5.2 Preliminary Opinion of Property Benefit Past city practices and policies can be utilized to determine benefit for benefiting properties as follows: 1. Each single family/duplex lot will be assessed as one unit for their share of the cost of the Phase 16 street and storm sewer improvements. All commercial and non-profit properties, with the exception of City-owned property, will be assessed by the front- foot method for these same costs. a. Any single family/duplex lot with one side frontage along a proposed street improvement and the other along a county road or state highway will be counted as one-half a unit, except when such a unit’s driveway is along the proposed street improvement. Such a unit will still be considered a full unit. 2. For concrete curb and gutter assessment purposes, the front-foot method will apply to all benefiting properties. Property location identification is included in the Appendix D as part of the mock assessment role. 5.3 Proposed Financing The cornerstone of the City’s financing strategy in Phases 1 through 5 was the City’s pledge of MSA funds equal to 1/3rd of the total project cost. This strategy yielded equitable assessment rates. As in Phases 6 through 15, the smaller amount of MSA designated streets in Phases 15 through 16 generate insufficient reimbursable MSA construction costs to fund 1/3rd of the total project cost. Additional funding sources are necessary in Phase 16 to continue the strategy. 8.7 Report on Feasibility CRYST 137726 Page 17 The additional funding sources are the Street Reconstruction Fund and revenue from the Storm Drain Utility Fund for storm sewer improvements. The use of these additional funding sources along with MSA funds is consistent with the strategy developed during Phases 1 through 15. The proportion of the total estimated project cost to be assessed for streets is calculated as shown in Table 3: Table 3 Net Cost for Street Assessment Total Estimated Project Cost $6,938,719 Less City of Brooklyn Park Cost $92,103 Less Concrete Curb and Gutter $1,008,468 Less Storm Drain Utility Fund (1) $856,000 (1) Net Cost for Street Assessment (2) $4,982,149 (2) (1) Based on the City’s 2017 CIP. (2) Before MSA deductions. The 2007 Update recommended that neighborhoods in Phases 15 -16 be grouped together as a single project for financing purposes. The result of this recommendation was given on Page 2 of 2 Combination 1: Alternate Funding Sources in Appendix B of the 2007 Update. This result was updated by this report per Phase for each Phase 15 and Phase 16. The update is titled Summary of Fund Sources – Without Sanitary and Watermain Improvements revised August 29, 2016 (SFS) and is located in Appendix E of this report. Appendix G of this report shows both the Crystal Finance Department Street Reconstruction Fund Expenditures and Funding Sources, which reports costs in constant dollars for each Phase. The funding sources show a cumulative surplus of $1,060,835 in 2018 following Phase 16, assuming the City does not take any years off from street reconstruction between 2016 and 2017. This analysis is based on street reconstruction project costs increasing annually at 4.23% and assessment rates increasing annually at 7.5% per year based on the Phase 14 rate. Appendix F shows historical street reconstruction project costs and assessment rates and are titled “Potential Future Single Family Duplex Assessment Rate Comparison: Current Assessment Rate Trends vs. Projected Construction Cost Trends”. 5.4 Assessments 5.5 Street Assessments The net cost to be assessed for streets on the remainder of the project is $4,719,819 before MSA funds and Street Reconstruction Fund deductions are deducted. The net cost must be split between single family/duplex properties and the commercial and non-profit properties. We recommend the split be proportional to the total front footage (FF) in each study area. There are 51,759 FF in the study area of which 49,868.42 FF are single family/duplex property and 1,890.58 FF are “commercial and non-profit” property. Therefore, the cost splits are shown in Table 4. 8.7 CRYST 137726 Report on Feasibility Page 18 Table 4 Cost Splits The Single Family/Duplex property category street assessment rate is calculated in Table 5. Table 5 Single Family/Duplex Street Assessment Rate Net Cost $4,800,300 Less MSA Construction Funds Generated (1) $890,914 Less MSA Maintenance Allotment (4) $0 Less Unfunded Amount $589,032 (2) Cost to be Assessed $3,320,355 Total Equivalent Single Family/Duplex Lots 493.0 (3) Proposed Single Family/Duplex Assessment Rate $6,735 Notes: (1) Phase 16 share of the MSA Construction Funds generated by Phases 15 and 16. The allotment is based on number of Single Family/Duplex Lots in each of Phases 15 and 16 divided by the total number of Single Family/Duplex Lots in Phases 15 and 16. (2) Decreased from $573,000 in cell 7N of the document titled Funding Summary revised 4/27/07 found in Appendix B of the 2007 Update to compensate for the addition of State Aid funds between Phase 16 and the 2007 Update. (3) There are 6 lots included in the total that are counted as one-half a unit for calculating the street assessment rate. (4) Beginning in 2012, the Maintenance Allotment will be transferred to the Street Maintenance fund. The “Commercial and Non-profit” property category street assessment rate is calculated in Table 6. Table 6 “Commercial and Non-profit” Property Street Assessment Rate Single Family/Duplex Property $4,982,149 x 96.35% $4,800,300 “Commercial and Non-profit” Property $4,982,149 x 3.65% $181,848 Net Cost $181,848 Less Unfunded Amount ($46,515) Assessable Front Footage (FF) 1,890.58 Proposed “Commercial and Non-profit” Property Street Assessment Rate $120.79 8.7 Report on Feasibility CRYST 137726 Page 19 5.5.1 Concrete Curb and Gutter Assessments The total estimated cost for B618 concrete curb and gutter includes streets with No Curb and Existing B618 Curb. 5.5.1.1 No Curb Properties benefiting from having proposed B618 curb installed along their street frontage will be assessed by the front foot at a rate of $25.86 per front foot. 5.5.1.2 Existing B618 Curb Properties with B618 curb along their street frontage reincorporated into the project will be assessed for its necessary removal and replacement. Since 1994 the cost to repair, or remove and replace, the curb prior to reincorporating it into the project was spread across the single family/duplex and other property categories assessment rates. Reincorporation costs were small enough to be considered a benefit to the entire neighborhood. However, since that policy began in 1994, the B618 curb in Phase 16 will have aged 24 more years when construction begins in spring 2017. Anticipating higher costs than were incurred in 1994 to reincorporate the B618 curb into the study area, it is proposed to assess a portion of the cost of the repairs, or removal and replacement, only to properties associated with the work. This is property that has existing B618 curb along all, or part of, their frontage, excluding City owned parcels. The assessment rate for properties benefiting from having existing B618 curb removed and replaced along their street frontage will be credited for the useful life remaining in the B618 curb. The proposed credit will result in a front foot rate that is one-half of the rate applied to those properties receiving B618 concrete curb and gutter for the first time. The proposed 50% rate is $12.93 per front foot as shown in Appendix C. The concrete curb and gutter assessment calculation is based on the information given in Table 7. Table 7 Curb and Gutter Assessment Proposed B618 Curb Total Assessable Front Footage Properties with No Curb 34,070.23 Properties with Existing "D" Curb 0.00 Proposed Assessment Rates Properties with No Curb $25.86 Properties with Existing "D" Curb $25.86 Subtotal Estimated Proposed B618 Curb Cost to be Assessed $881,056 Reconstructed B618 Curb Total Assessable Front Footage 9,853.96 Proposed Assessment Rate $12.93 Subtotal Estimated Proposed Reconstructed B618 Curb Cost to be Assessed $127,412 8.7 CRYST 137726 Report on Feasibility Page 20 Reincorporated B618 Curb Total Assessable Front Footage 0.00 Proposed Assessment Rate $6.73 Subtotal Estimated Proposed Reincorporated B618 Curb Cost to be Assessed $0 Total Estimated Curb and Gutter Cost to be Assessed $1,008,468 The mock assessment roll is in Appendix D. 5.6 Future Maintenance Future maintenance along the Phase 16 streets will be paid for out of the street maintenance fund. 6.0 Schedule 6.1 Project Schedule The following schedule has been developed to allow the construction of improvements described herein to be completed during 2017. There is some flexibility built into the schedule. The schedule should be reviewed and updated at each of the future City Council authorizations. Table 8 Phase 16 Project Schedule Item Council Accepts Report and Orders Public Improvement Hearing Neighborhood Meeting Council Considers Approval of the Project and Authorization of Preparation of Plans and Specifications Prepare Plans and Specifications Overall Neighborhood Meeting at 90% Completion of Plans and Specifications Council Considers Acceptance of Final Plans and Specifications and Authorization of Advertisement for Bids Council Considers Accepting Bid, Awarding the Contract to the Low Bidder and Adopting the Assessment Roll PotentialCenterPoint Energy Gas Main and Service Pipe Reconstruction Construction Council Considers Adopting the Assessment Roll for Private Sanitary Sewer Service Repairs and Driveway Reconstruction 2016 2017 Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov 8.7 Appendix A List of Figures Figure 1 – Phase 16 Location Map Figure 2 – Phase 16 Street Summary Figure 3 – Phase 16 Typical Section Municipal State Aid Street Reconstruction Figure 4 – Phase 16 Typical Section - Local Street Reconstruction Figure 5 – Phase 16 Fall 2016 Gas Main Replacement Figure 6 – Phase 16 Curb Summary Figure 7– Phase 16 Utilities Figure 8 – Phase 16 Drain Tile/Rain Gardens Figure 9 – Phase 16 Private Driveway Replacement Program Figure 10 – Phase 16 Private Sanitary Sewer Service Replacement Program 8.7 56TH AVENUE HA M P S H I R E A V E N U E 60TH AVENUE 62ND AVENUE L A K E L A N D A V E N U E B N S F R A I L R O A D 8 1 60TH AVENUE 58TH PLACE 61ST AVENUE QU A I L A V E N U E 58TH AVENUE 62NDAVENUE 57TH AVENUE 60TH AVENUE YA T E S A V E N U E 59TH AVENUE 57TH AVENUE PE R R Y A V E N U E 56THAVENUE O RCHAR DAVENUE W E S T B R O A D W A Y AD A I R A V E N U E LOMBARDY LANE 59TH AVENUE LOMBARDY LANE Q U A I L A V E N U E CLOVERDALEAVENUE 57TH AVENUE CRYSTAL AIRPORT ROAD B A S S L A K E R O A D RE G E N T A V E N U E XE N I A A V E N U E WE L C O M E A V E N U E 56TH PLACE ZANE PLACE 57TH AVENUE 60TH AVENUE FL O R I D A A V E N U E ID A H O A V E N U E 61ST AVENUE WILLOW B E N D TO L E D O A V E N U E A D A I R A V E N U E UN I T Y A V E N U E PE R R Y A V E N U E LA K E L A N D A V E N U E CLOVERDALE AVENUE 58TH AVENUE DUDLEY AVENUE WE L C O M E A V E N U E XE N I A A V E N U E 61ST AVENUE MA J O R A V E N U E OR C H A R D A V E N U E 8 1 CLOVERDALE AVENUE BRENTWOOD AVENUE C O U N T Y R O A D 8 1 OR C H A R D A V E N U E DO U G L A S D R I V E BR U N S W I C K A V E N U E VE R A C R U Z A V E N U E HA M P S H I R E AV E N U E E L M H U R S T A V E N U E C OLORADO AVENUE ZA N E A V E N U E S H E R B U R N E A V E N U E S C O T T A V E N U E 58TH AVENUE TW I N L A K E T E R R A C E B N S F R a i l r o a d Becker Park CrystalShoppingCenter CRYSTAL AIRPORT BASS LAKE ROAD North Bass Lake Park Skyway Park Crystal Airport Ci t y o f B r o o k l y n C e n t e r City of Brooklyn Park Twin Lake Twin Oaks Park 63 0 5 63 1 5 63 2 3 63 2 9 64 0 5 64 0 9 64 1 5 65 0 1 65 0 7 65 1 5 65 2 3 66 0 1 61 0 5 63 0 6 63 1 2 63 1 8 63 2 4 64 0 0 64 0 6 64 1 2 64 1 8 63 0 1 63 0 7 63 1 3 63 1 9 63 2 5 64 0 1 64 0 7 64 1 3 64 1 9 63 0 0 63 0 8 63 1 6 63 2 4 64 0 0 64 1 6 64 2 0 64 2 4 63 0 5 63 1 3 63 2 1 63 2 9 63 3 3 64 0 1 63 0 0 63 0 4 63 2 0 63 2 8 63 3 4 64 0 0 64 0 6 49 0 0 49 0 8 49 1 6 60 0 0 48 0 8 48 1 6 48 2 4 55 0 2 55 0 8 55 1 4 55 2 0 55 2 6 56 0 2 56 0 8 56 1 4 56 2 0 56 2 6 57 0 0 57 0 8 57 1 4 49 0 1 49 1 7 49 2 5 49 3 3 49 4 1 50 0 1 50 1 1 50 1 9 49 0 9 61546801 6148 614861456142614061366139 6130 61326133 6124 61246127 611661216108 6110 610261016722680468106816 61066056 6050 6044 604767156721680168076815 6038 60486032 6706671468166720672668046810 6026 6020 6701670767136719680168076813 6016 6012 6008 6712 6706 6700671868006810 6004 6000 471047104710471047104710471047104710594447104710595559545955 4710 5954 4710 4710 4710471047104710471047104710471047104710471047104710 59455944 4710 47104710 47104710471047104710593647105949594859495948 47104710471047104710471059435942471059435942 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CRYST137726 FIGURE 1 PHASE 16PHASE 16 LOCATION MAPLOCATION MAP Pa t h : P : \ A E \ C \ C r y s t \ 1 3 7 7 2 6 \ G I S \ M a p s \ F i g u r e 1 L o c a t i o n M a p . m x d Da t e : 9 / 1 3 / 2 0 1 6 Legend Project Limits Citylimits City of Brooklyn Center City of Brooklyn Park Area Not in Study 8.7 56TH AVENUE HA M P S H I R E A V E N U E 60TH AVENUE 62ND AVENUE L A K E L A N D A V E N U E B N S F R A I L R O A D 8 1 60TH AVENUE 58TH PLACE 61ST AVENUE QU A I L A V E N U E 58TH AVENUE 62NDAVENUE 57TH AVENUE 60TH AVENUE YA T E S A V E N U E 59TH AVENUE 57TH AVENUE PE R R Y A V E N U E 56THAVENUE O RCHAR DAVENUE W E S T B R O A D W A Y AD A I R A V E N U E LOMBARDY LANE 59TH AVENUE LOMBARDY LANE Q U A I L A V E N U E CLOVERDALEAVENUE 57TH AVENUE CRYSTAL AIRPORT ROAD B A S S L A K E R O A D RE G E N T A V E N U E XE N I A A V E N U E WE L C O M E A V E N U E 56TH PLACE ZANE PLACE 57TH AVENUE 60TH AVENUE FL O R I D A A V E N U E ID A H O A V E N U E 61ST AVENUE WILLOW B E N D TO L E D O A V E N U E A D A I R A V E N U E UN I T Y A V E N U E PE R R Y A V E N U E LA K E L A N D A V E N U E CLOVERDALE AVENUE 58TH AVENUE DUDLEY AVENUE WE L C O M E A V E N U E XE N I A A V E N U E 61ST AVENUE MA J O R A V E N U E OR C H A R D A V E N U E 8 1 CLOVERDALE AVENUE BRENTWOOD AVENUE C O U N T Y R O A D 8 1 OR C H A R D A V E N U E DO U G L A S D R I V E BR U N S W I C K A V E N U E VE R A C R U Z A V E N U E HA M P S H I R E AV E N U E E L M H U R S T A V E N U E C OLORADO AVENUE ZA N E A V E N U E S H E R B U R N E A V E N U E S C O T T A V E N U E 58TH AVENUE TW I N L A K E T E R R A C E B N S F R a i l r o a d Becker Park CrystalShoppingCenter CRYSTAL AIRPORT BASS LAKE ROAD North Bass Lake Park Skyway Park Crystal Airport Ci t y o f B r o o k l y n C e n t e r City of Brooklyn Park Twin Lake Twin Oaks Park 63 0 5 63 1 5 63 2 3 63 2 9 64 0 5 64 0 9 64 1 5 65 0 1 65 0 7 65 1 5 65 2 3 66 0 1 61 0 5 63 0 6 63 1 2 63 1 8 63 2 4 64 0 0 64 0 6 64 1 2 64 1 8 63 0 1 63 0 7 63 1 3 63 1 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CRYST137726 FIGURE 2 PHASE 16PHASE 16 STREET SUMMARYSTREET SUMMARY Pa t h : P : \ A E \ C \ C r y s t \ 1 3 7 7 2 6 \ G I S \ M a p s \ F i g u r e 2 S t r e e t S u m m a r y . m x d Da t e : 9 / 1 3 / 2 0 1 6 Legend Existing Sidewalk Remove and Replace Retaining Wall Remove Boulevard Trees / Shrubs Full Street Assessment Rate Half Street Assessment Rate No Street Assessment Rate Permanent Road Closure MSA Full Street Reconstruction Project Limits Citylimits City of Brooklyn Center City of Brooklyn Park Area Not in Study 8.7 8.7 · · · · · · · 8.7 56TH AVENUE HA M P S H I R E A V E N U E 60TH AVENUE 62ND AVENUE L A K E L A N D A V E N U E B N S F R A I L R O A D 8 1 60TH AVENUE 58TH PLACE 61ST AVENUE QU A I L A V E N U E 58TH AVENUE 62NDAVENUE 57TH AVENUE 60TH AVENUE YA T E S A V E N U E 59TH AVENUE 57TH AVENUE PE R R Y A V E N U E 56THAVENUE O RCHAR DAVENUE W E S T B R O A D W A Y AD A I R A V E N U E LOMBARDY LANE 59TH AVENUE LOMBARDY LANE Q U A I L A V E N U E CLOVERDALEAVENUE 57TH AVENUE CRYSTAL AIRPORT ROAD B A S S L A K E R O A D RE G E N T A V E N U E XE N I A A V E N U E WE L C O M E A V E N U E 56TH PLACE ZANE PLACE 57TH AVENUE 60TH AVENUE FL O R I D A A V E N U E ID A H O A V E N U E 61ST AVENUE WILLOW B E N D TO L E D O A V E N U E A D A I R A V E N U E UN I T Y A V E N U E PE R R Y A V E N U E LA K E L A N D A V E N U E CLOVERDALE AVENUE 58TH AVENUE DUDLEY AVENUE WE L C O M E A V E N U E XE N I A A V E N U E 61ST AVENUE MA J O R A V E N U E OR C H A R D A V E N U E 8 1 CLOVERDALE AVENUE BRENTWOOD AVENUE C O U N T Y R O A D 8 1 OR C H A R D A V E N U E DO U G L A S D R I V E BR U N S W I C K A V E N U E VE R A C R U Z A V E N U E HA M P S H I R E AV E N U E E L M H U R S T A V E N U E C OLORADO AVENUE ZA N E A V E N U E S H E R B U R N E A V E N U E S C O T T A V E N U E 58TH AVENUE TW I N L A K E T E R R A C E B N S F R a i l r o a d Becker Park CrystalShoppingCenter CRYSTAL AIRPORT BASS LAKE ROAD North Bass Lake Park Skyway Park Crystal Airport Ci t y o f B r o o k l y n C e n t e r City of Brooklyn Park Twin Lake Twin Oaks Park 63 0 5 63 1 5 63 2 3 63 2 9 64 0 5 64 0 9 64 1 5 65 0 1 65 0 7 65 1 5 65 2 3 66 0 1 61 0 5 63 0 6 63 1 2 63 1 8 63 2 4 64 0 0 64 0 6 64 1 2 64 1 8 63 0 1 63 0 7 63 1 3 63 1 9 63 2 5 64 0 1 64 0 7 64 1 3 64 1 9 63 0 0 63 0 8 63 1 6 63 2 4 64 0 0 64 1 6 64 2 0 64 2 4 63 0 5 63 1 3 63 2 1 63 2 9 63 3 3 64 0 1 63 0 0 63 0 4 63 2 0 63 2 8 63 3 4 64 0 0 64 0 6 49 0 0 49 0 8 49 1 6 60 0 0 48 0 8 48 1 6 48 2 4 55 0 2 55 0 8 55 1 4 55 2 0 55 2 6 56 0 2 56 0 8 56 1 4 56 2 0 56 2 6 57 0 0 57 0 8 57 1 4 49 0 1 49 1 7 49 2 5 49 3 3 49 4 1 50 0 1 50 1 1 50 1 9 49 0 9 61546801 6148 614861456142614061366139 6130 61326133 6124 61246127 611661216108 6110 610261016722680468106816 61066056 6050 6044 604767156721680168076815 6038 60486032 6706671468166720672668046810 6026 6020 6701670767136719680168076813 6016 6012 6008 6712 6706 6700671868006810 6004 6000 471047104710471047104710471047104710594447104710595559545955 4710 5954 4710 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CRYST137726 FIGURE 5 PHASE 16PHASE 16 FALL 2016 GAS MAIN REPLACEMENTFALL 2016 GAS MAIN REPLACEMENT Pa t h : P : \ A E \ C \ C r y s t \ 1 3 7 7 2 6 \ G I S \ M a p s \ F i g u r e 5 G a s M a i n . m x d Da t e : 9 / 1 3 / 2 0 1 6 Legend Project Limits Citylimits Fall 2016 Gas Main Replacement City of Brooklyn Center City of Brooklyn Park Area Not in Study 8.7 56TH AVENUE HA M P S H I R E A V E N U E 60TH AVENUE 62ND AVENUE L A K E L A N D A V E N U E B N S F R A I L R O A D 8 1 60TH AVENUE 58TH PLACE 61ST AVENUE QU A I L A V E N U E 58TH AVENUE 62NDAVENUE 57TH AVENUE 60TH AVENUE YA T E S A V E N U E 59TH AVENUE 57TH AVENUE PE R R Y A V E N U E 56THAVENUE O RCHAR DAVENUE W E S T B R O A D W A Y AD A I R A V E N U E LOMBARDY LANE 59TH AVENUE LOMBARDY LANE Q U A I L A V E N U E CLOVERDALEAVENUE 57TH AVENUE CRYSTAL AIRPORT ROAD B A S S L A K E R O A D RE G E N T A V E N U E XE N I A A V E N U E WE L C O M E A V E N U E 56TH PLACE ZANE PLACE 57TH AVENUE 60TH AVENUE FL O R I D A A V E N U E ID A H O A V E N U E 61ST AVENUE WILLOW B E N D TO L E D O A V E N U E A D A I R A V E N U E UN I T Y A V E N U E PE R R Y A V E N U E LA K E L A N D A V E N U E CLOVERDALE AVENUE 58TH AVENUE DUDLEY AVENUE WE L C O M E A V E N U E XE N I A A V E N U E 61ST AVENUE MA J O R A V E N U E OR C H A R D A V E N U E 8 1 CLOVERDALE AVENUE BRENTWOOD AVENUE C O U N T Y R O A D 8 1 OR C H A R D A V E N U E DO U G L A S D R I V E BR U N S W I C K A V E N U E VE R A C R U Z A V E N U E HA M P S H I R E AV E N U E E L M H U R S T A V E N U E C OLORADO AVENUE ZA N E A V E N U E S H E R B U R N E A V E N U E S C O T T A V E N U E 58TH AVENUE TW I N L A K E T E R R A C E B N S F R a i l r o a d Becker Park CrystalShoppingCenter CRYSTAL AIRPORT BASS LAKE ROAD North Bass Lake Park Skyway Park Crystal Airport Ci t y o f B r o o k l y n C e n t e r City of Brooklyn Park Twin Lake Twin Oaks Park 63 0 5 63 1 5 63 2 3 63 2 9 64 0 5 64 0 9 64 1 5 65 0 1 65 0 7 65 1 5 65 2 3 66 0 1 61 0 5 63 0 6 63 1 2 63 1 8 63 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CRYST137726 FIGURE 6 PHASE 16PHASE 16 CURB SUMMARYCURB SUMMARY Pa t h : P : \ A E \ C \ C r y s t \ 1 3 7 7 2 6 \ G I S \ M a p s \ F i g u r e 6 C u r b S u m m a r y 2 . m x d Da t e : 9 / 1 3 / 2 0 1 6 Legend Street with No Existing Curb Street with Existing B618 Curb to be Reconstructed (Replaced) Street with Existing B618 Curb to be Reincorporated (Saved) $6.73 Per Front Foot Curb Assessment $12.93 Per Front Foot Curb Assessment $25.86 Per Front Foot Curb Assessment No Curb Assessment Project Limits Area Not in Study City of Brooklyn Center City of Brooklyn Park Citylimits 8.7 !( !( !( !( !(!(") ")")") !(!( !( !( !( !( !(!( ") !(!( ") !( !( !( ") ")") !( !(")") !( !(!( ")") ")") ")") !(!( ")")")!(!( ")") ")") ")") ") !( !(")") !( !( !(")") ")")!( ")") ")")!( ") ") !( !( !(") !( ") !( !(!(!( ") ") ") ") ")") ")") ")") ") !(") !( ") ") ")") ")")")") ")") ")") ") ")") ") ") ") ") ") !( ")")")") !( !( !(!(!( ") ") ")")") ") ")")") ")")")") ") ") ")!( ") ")")") ") ")")") ")") ") ") ") 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E A V E N U E 60TH AVENUE 62ND AVENUE L A K E L A N D A V E N U E B N S F R A I L R O A D 8 1 60TH AVENUE 58TH PLACE 61ST AVENUE QU A I L A V E N U E 58TH AVENUE 62NDAVENUE 57TH AVENUE 60TH AVENUE YA T E S A V E N U E 59TH AVENUE 57TH AVENUE PE R R Y A V E N U E 56THAVENUE O RCHAR DAVENUE W E S T B R O A D W A Y AD A I R A V E N U E LOMBARDY LANE 59TH AVENUE LOMBARDY LANE Q U A I L A V E N U E CLOVERDALEAVENUE 57TH AVENUE CRYSTAL AIRPORT ROAD B A S S L A K E R O A D RE G E N T A V E N U E XE N I A A V E N U E WE L C O M E A V E N U E 56TH PLACE ZANE PLACE 57TH AVENUE 60TH AVENUE FL O R I D A A V E N U E ID A H O A V E N U E 61ST AVENUE WILLOW B E N D TO L E D O A V E N U E A D A I R A V E N U E UN I T Y A V E N U E PE R R Y A V E N U E LA K E L A N D A V E N U E CLOVERDALE AVENUE 58TH AVENUE DUDLEY AVENUE WE L C O M E A V E N U E XE N I A A V E N U E 61ST AVENUE MA J O R A V E N U E OR C H A R D A V E N U E 8 1 CLOVERDALE AVENUE BRENTWOOD AVENUE C O U N T Y R O A D 8 1 OR C H A R D A V E N U E DO U G L A S D R I V E BR U N S W I C K A V E N U E VE R A C R U Z A V E N U E HA M P S H I R E AV E N U E E L M H U R S T A V E N U E C OLORADO AVENUE ZA N E A V E N U E S H E R B U R N E A V E N U E S C O T T A V E N U E 58TH AVENUE TW I N L A K E T E R R A C E B N S F R a i l r o a d Becker Park CrystalShoppingCenter CRYSTAL AIRPORT BASS LAKE ROAD North Bass Lake Park Skyway Park Crystal Airport Ci t y o f B r o o k l y n C e n t e r City of Brooklyn Park Twin Lake Twin Oaks Park 63 0 5 63 1 5 63 2 3 63 2 9 64 0 5 64 0 9 64 1 5 65 0 1 65 0 7 65 1 5 65 2 3 66 0 1 61 0 5 63 0 6 63 1 2 63 1 8 63 2 4 64 0 0 64 0 6 64 1 2 64 1 8 63 0 1 63 0 7 63 1 3 63 1 9 63 2 5 64 0 1 64 0 7 64 1 3 64 1 9 63 0 0 63 0 8 63 1 6 63 2 4 64 0 0 64 1 6 64 2 0 64 2 4 63 0 5 63 1 3 63 2 1 63 2 9 63 3 3 64 0 1 63 0 0 63 0 4 63 2 0 63 2 8 63 3 4 64 0 0 64 0 6 49 0 0 49 0 8 49 1 6 60 0 0 48 0 8 48 1 6 48 2 4 55 0 2 55 0 8 55 1 4 55 2 0 55 2 6 56 0 2 56 0 8 56 1 4 56 2 0 56 2 6 57 0 0 57 0 8 57 1 4 49 0 1 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CRYST137726 FIGURE 7 PHASE 16PHASE 16 UTILITIESUTILITIES Pa t h : P : \ A E \ C \ C r y s t \ 1 3 7 7 2 6 \ G I S \ M a p s \ F i g u r e 7 S t o r m S e w e r . m x d Da t e : 9 / 1 3 / 2 0 1 6 Legend ")Existing Catch Basin !(Existing Manhole Proposed Infilitration System Sanitary Sewer to be Replaced Water Main to be Replaced Proposed Storm Sewer Existing Storm Sewer Project Limits Citylimits City of Brooklyn Center City of Brooklyn Park Area Not in Study 8.7 56TH AVENUE HA M P S H I R E A V E N U E 60TH AVENUE 62ND AVENUE L A K E L A N D A V E N U E B N S F R A I L R O A D 8 1 60TH AVENUE 58TH PLACE 61ST AVENUE QU A I L A V E N U E 58TH AVENUE 62NDAVENUE 57TH AVENUE 60TH AVENUE YA T E S A V E N U E 59TH AVENUE 57TH AVENUE PE R R Y A V E N U E 56THAVENUE O RCHAR DAVENUE W E S T B R O A D W A Y AD A I R A V E N U E LOMBARDY LANE 59TH AVENUE LOMBARDY LANE Q U A I L A V E N U E CLOVERDALEAVENUE 57TH AVENUE CRYSTAL AIRPORT ROAD B A S S L A K E R O A D RE G E N T A V E N U E XE N I A A V E N U E WE L C O M E A V E N U E 56TH PLACE ZANE PLACE 57TH AVENUE 60TH AVENUE FL O R I D A A V E N U E ID A H O A V E N U E 61ST AVENUE WILLOW B E N D TO L E D O A V E N U E A D A I R A V E N U E UN I T Y A V E N U E PE R R Y A V E N U E LA K E L A N D A V E N U E CLOVERDALE AVENUE 58TH AVENUE DUDLEY AVENUE WE L C O M E A V E N U E XE N I A A V E N U E 61ST AVENUE MA J O R A V E N U E OR C H A R D A V E N U E 8 1 CLOVERDALE AVENUE BRENTWOOD AVENUE C O U N T Y R O A D 8 1 OR C H A R D A V E N U E DO U G L A S D R I V E BR U N S W I C K A V E N U E VE R A C R U Z A V E N U E HA M P S H I R E AV E N U E E L M H U R S T A V E N U E C OLORADO AVENUE ZA N E A V E N U E S H E R B U R N E A V E N U E S C O T T A V E N U E 58TH AVENUE TW I N L A K E T E R R A C E B N S F R a i l r o a d Becker Park CrystalShoppingCenter CRYSTAL AIRPORT BASS LAKE ROAD North Bass Lake Park Skyway Park Crystal Airport Ci t y o f B r o o k l y n C e n t e r City of Brooklyn Park Twin Lake Twin Oaks Park S S S S S 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CRYST137726 FIGURE 8 PHASE 16PHASE 16 DRAIN TILE / RAIN GARDENSDRAIN TILE / RAIN GARDENS Pa t h : P : \ A E \ C \ C r y s t \ 1 3 7 7 2 6 \ G I S \ M a p s \ F i g u r e 8 D r a i n T i l e . m x d Da t e : 9 / 1 3 / 2 0 1 6 Legend Houses Reporting Storm or Ground Water Problems Residents interested in Rain Gardens Proposed Drain Tile Existing and Proposed Storm Sewer Project Limits Citylimits City of Brooklyn Center City of Brooklyn Park Area Not in Study 8.7 56TH AVENUE HA M P S H I R E A V E N U E 60TH AVENUE 62ND AVENUE L A K E L A N D A V E N U E B N S F R A I L R O A D 8 1 60TH AVENUE 58TH PLACE 61ST AVENUE QU A I L A V E N U E 58TH AVENUE 62NDAVENUE 57TH AVENUE 60TH AVENUE YA T E S A V E N U E 59TH AVENUE 57TH AVENUE PE R R Y A V E N U E 56THAVENUE O RCHAR DAVENUE W E S T B R O A D W A Y AD A I R A V E N U E LOMBARDY LANE 59TH AVENUE LOMBARDY LANE Q U A I L A V E N U E CLOVERDALEAVENUE 57TH AVENUE CRYSTAL AIRPORT ROAD B A S S L A K E R O A D RE G E N T A V E N U E XE N I A A V E N U E WE L C O M E A V E N U E 56TH PLACE ZANE PLACE 57TH AVENUE 60TH AVENUE FL O R I D A A V E N U E ID A H O A V E N U E 61ST AVENUE WILLOW B E N D TO L E D O A V E N U E A D A I R A V E N U E UN I T Y A V E N U E PE R R Y A V E N U E LA K E L A N D A V E N U E CLOVERDALE AVENUE 58TH AVENUE DUDLEY AVENUE WE L C O M E A V E N U E XE N I A A V E N U E 61ST AVENUE MA J O R A V E N U E OR C H A R D A V E N U E 8 1 CLOVERDALE AVENUE BRENTWOOD AVENUE C O U N T Y R O A D 8 1 OR C H A R D A V E N U E DO U G L A S D R I V E BR U N S W I C K A V E N U E VE R A C R U Z A V E N U E HA M P S H I R E AV E N U E E L M H U R S T A V E N U E C OLORADO AVENUE ZA N E A V E N U E S H E R B U R N E A V E N U E S C O T T A V E N U E 58TH AVENUE TW I N L A K E T E R R A C E B N S F R a i l r o a d Becker Park CrystalShoppingCenter CRYSTAL AIRPORT BASS LAKE ROAD North Bass Lake Park Skyway Park Crystal Airport Ci t y o f B r o o k l y n C e n t e r City of Brooklyn Park Twin Lake Twin Oaks Park 63 0 5 63 1 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CRYST137726 FIGURE 9 PHASE 16PHASE 16 PRIVATE DRIVEWAY REPLACEMENT PROGRAMPRIVATE DRIVEWAY REPLACEMENT PROGRAM Pa t h : P : \ A E \ C \ C r y s t \ 1 3 7 7 2 6 \ G I S \ M a p s \ F i g u r e 9 P r i v a t e D r i v e w a y . m x d Da t e : 9 / 1 3 / 2 0 1 6 Legend Residents Interested in a Driveway Replacement Project Limits Citylimits City of Brooklyn Center City of Brooklyn Park Area Not in Study 8.7 56TH AVENUE HA M P S H I R E A V E N U E 60TH AVENUE 62ND AVENUE L A K E L A N D A V E N U E B N S F R A I L R O A D 8 1 60TH AVENUE 58TH PLACE 61ST AVENUE QU A I L A V E N U E 58TH AVENUE 62NDAVENUE 57TH AVENUE 60TH AVENUE YA T E S A V E N U E 59TH AVENUE 57TH AVENUE PE R R Y A V E N U E 56THAVENUE O RCHAR DAVENUE W E S T B R O A D W A Y AD A I R A V E N U E LOMBARDY LANE 59TH AVENUE LOMBARDY LANE Q U A I L A V E N U E CLOVERDALEAVENUE 57TH AVENUE CRYSTAL AIRPORT ROAD B A S S L A K E R O A D RE G E N T A V E N U E XE N I A A V E N U E WE L C O M E A V E N U E 56TH PLACE ZANE PLACE 57TH AVENUE 60TH AVENUE FL O R I D A A V E N U E ID A H O A V E N U E 61ST AVENUE WILLOW B E N D TO L E D O A V E N U E A D A I R A V E N U E UN I T Y A V E N U E PE R R Y A V E N U E LA K E L A N D A V E N U E CLOVERDALE AVENUE 58TH AVENUE DUDLEY AVENUE WE L C O M E A V E N U E XE N I A A V E N U E 61ST AVENUE MA J O R A V E N U E OR C H A R D A V E N U E 8 1 CLOVERDALE AVENUE BRENTWOOD AVENUE C O U N T Y R O A D 8 1 OR C H A R D A V E N U E DO U G L A S D R I V E BR U N S W I C K A V E N U E VE R A C R U Z A V E N U E HA M P S H I R E AV E N U E E L M H U R S T A V E N U E C OLORADO AVENUE ZA N E A V E N U E S H E R B U R N E A V E N U E S C O T T A V E N U E 58TH AVENUE TW I N L A K E T E R R A C E B N S F R a i l r o a d Becker Park CrystalShoppingCenter CRYSTAL AIRPORT BASS LAKE ROAD North Bass Lake Park Skyway Park Crystal Airport Ci t y o f B r o o k l y n C e n t e r City of Brooklyn Park Twin Lake Twin Oaks Park 63 0 5 63 1 5 63 2 3 63 2 9 64 0 5 64 0 9 64 1 5 65 0 1 65 0 7 65 1 5 65 2 3 66 0 1 61 0 5 63 0 6 63 1 2 63 1 8 63 2 4 64 0 0 64 0 6 64 1 2 64 1 8 63 0 1 63 0 7 63 1 3 63 1 9 63 2 5 64 0 1 64 0 7 64 1 3 64 1 9 63 0 0 63 0 8 63 1 6 63 2 4 64 0 0 64 1 6 64 2 0 64 2 4 63 0 5 63 1 3 63 2 1 63 2 9 63 3 3 64 0 1 63 0 0 63 0 4 63 2 0 63 2 8 63 3 4 64 0 0 64 0 6 49 0 0 49 0 8 49 1 6 60 0 0 48 0 8 48 1 6 48 2 4 55 0 2 55 0 8 55 1 4 55 2 0 55 2 6 56 0 2 56 0 8 56 1 4 56 2 0 56 2 6 57 0 0 57 0 8 57 1 4 49 0 1 49 1 7 49 2 5 49 3 3 49 4 1 50 0 1 50 1 1 50 1 9 49 0 9 61546801 6148 614861456142614061366139 6130 61326133 6124 61246127 611661216108 6110 610261016722680468106816 61066056 6050 6044 604767156721680168076815 6038 60486032 6706671468166720672668046810 6026 6020 6701670767136719680168076813 6016 6012 6008 6712 6706 6700671868006810 6004 6000 471047104710471047104710471047104710594447104710595559545955 4710 5954 4710 4710 4710471047104710471047104710471047104710471047104710 59455944 4710 47104710 47104710471047104710593647105949594859495948 47104710471047104710471059435942471059435942 47105930471047104710471047104710471047105937593659375936 47104710593359324710471059244710471047104710471047105931593059315930 4710 47105927592647105918592459245925592559215920 59125918591959185919 59155914 59065913591259125913 65266602660866146620 59005907590759065906 5850 5900 5901 59015900 5846 6625 584766176609660165276721671558516727680967336815 58405845 5836583967146720583367286810651868166526660066086616662458305833 5824 58185825 6721 67156809672768216815 5818 581765196527660166096617 58125817 58065809 58056510651865266600681866086812680667306722671466165806 58005801 5764 5756 576257566427650365116519652766016609661766255725 671567216727680568116817 5748 5749 574857175742 5740 57416418642865026510651865266600660866166624 5740573667046706671267206804681268205732573357325734 5724 5725 5724 5724 5724 6621 6613 6605 6531 6523 6515 6507 6433 6425 5725 5716 57176125 57165712 67016709671767256809 5720 5708 5709 5710 5712 57085714 570564166424643265066514652265306604661266205700 5707 5700 5704 5701 566057015708 5663 5652 5650 5651570056566533652565176509650164296421641364055655 564956445648 5630 5640 6200 5641 5647 5640564363246404641264206428650065086516652465325640 56325629 563156255624 5600 562463096321632964076415642364316505651365216529 5617 6800 5618 570457086000 5611 5612 560056105618641866006520640664086320592664026324 5609 560752125120 5568570157095719 580158095817 5573 5517 60016017 5502 56055114550555665562 5565 5565 493050125020501455685417 4924 5551 55675565 4824 5560 5556 556655595562 5558 4912 53015555 52215557 4800 5557 5554 5550 5534 55535554 55585558555755495549 5103 51015549 5540 55505548554055465547555055415550554755495542 5017 5549 5521 55555537 5550554255415542554255365541 555155355542554155365536 554655395534 55415532552955345538553355335534554155285540553355315530 550855415525553255275533 55365526552655255526552555335525 5570 6817 55595557 139 101 99129 109 133 127 203 135 5590 5582 5564 5560 5550 5546 5542 5540 55265524 5510 5502135 5510 4912 491249124912 5101510151015101 55005500550055005500550055005500550055005500550055005500550055005500550055005500550055005500550055005500550055005500550055005500550055005500550055005500550055005500550055005500550055005500550055005500 5540554055405540 6001600160016001600160016001600160016001600160016001600160016001 6017601760176017601760176017601760176017601760176017601760176017 6140 6720 590159015901 5501 5734 5529 0 0 5620 6522 6226 6244 6316631863226326640465286414641264106332633063286400 641864186418641865286420 123 5640 6200 5632 5639 5640 5620 5625 56005608 5602 6600 6522 5901 5509 5531 141 137 124 119 134 131 125 123 109 5570 55225512 5508 5434 5580 4650 6528 6520 5596 125 109 5603 61606158 61526151 6141 6131 6121 61156111 6101 6057 6051 6030 64116014 6000 595759565957 5949 59495948 594059415941594059415940 593259335932593359325933 592459255925592459255924 5917 59175916 59175916 5916 5909 5909590959085908 5901 5901590059015900 58564801585658575857585658575856 58505849584858495849584858495848 58445841584058415841584058405841 583658365833583258335833583258325833 4700 58305824582558255825582458245825582458175816581758175812581658175816580958085807580958085809580858005801580058015800580158005801 5764576347095757481948255757575657575748 5756 57575757575657565757575757565757 57495750575157505751 5748575057495748 5756574957495748 5755573957435744574557445745574457405741574057415740 574857415740 57475737573557385739573857395738 5732 5732573357325733573357325731 5740 5733 57325733573257335732 573957245725572457255724572557265727572657295725572457275726 5732573157205721572057215720571657155717571657175716572557175716 57245719571457155714571557145708570957085709570657095709570857095708571657095708 570957015700570157005701570057015701570057025703570257035702 570857014718570056575656565756565657565256575655565656555656566056555656565756565657565656575656 56495648564956495648 5664 5649 56485648 5649 5648564856495649564856495646564956445643 56595642472756435642564356425643564256435642564156405640 565656405641564156415638563756365637563756365636563556365637563656325633 565256315630563156315630563056515634563756305629562956305633563056315630562556245627562856245625562956245623562456255645564456195618562256215617562056215618561756185619 5810 563956135611 5724 56165614 5607 563656115615561256125613 5802 5610 5633560856065607560559005608 5630 56055601 5604560056035607 56275605522256215606 5622 5104 56155602 5614 56095600 5608 5601 5600 55204710 4711 5643 5800 5626 6043 4800 O0500250Feet FILE NO. CRYST137726 FIGURE 10 PHASE 16PHASE 16 PRIVATE SANITARY SEWER SERVICEPRIVATE SANITARY SEWER SERVICE REPLACEMENT PROGRAM REPLACEMENT PROGRAM Pa t h : P : \ A E \ C \ C r y s t \ 1 3 7 7 2 6 \ G I S \ M a p s \ F i g u r e 1 0 S a n i t a r y . m x d Da t e : 9 / 1 3 / 2 0 1 6 Legend Residents Interested in a Sanitary Sewer Service Replacement Project Limits Citylimits City of Brooklyn Center City of Brooklyn Park Area Not in Study 8.7 Appendix B Estimated Project Costs 8.7 CR Y S T A L , M I N N E S O T A 20 1 6 - P H A S E 1 5 T W I N O A K S P A R K S T R E E T R E C O N S T R U C T I O N CI T Y P R O J E C T N O . 2 0 1 6 - 1 6 SE H N O . C R Y S T 1 3 7 7 2 6 do n o t s h o w t h e s e c o l u m n s d u r i n g f e a s i b i l i t y do not show these columns during feasibility Op i n i o n o f P r o b a b l e C o s t co m b i n e M S A w / l o c a l combineMSA w/ local Da t e : Re v i s e d D a t e : A u g u s t 24 , 2 0 1 6 ; A ug u s t 29 , 2 0 1 6 ; S e p t e m b e r 1 2 , 2 0 1 6 P: \ A E \ C \ C r y s t \ 1 3 7 7 2 6 \ 4 - p r e l i m - d s g n - r p r t s \ 43 . 5 4 - Q t y s \ [ O p i n i o n C o s t & F i n a n c i n g P h 1 6 F e a s i b i l i t y R e p o r t . x l s x ] O p i n i o n C o s t ES T C O S T E S T C O S T E S T C O S T E S T C O S T E S T C O S T E S T C O S T 1 2 0 2 1 . 5 0 1 M O B I L I Z A T I O N LS 1 $4 7 6 , 3 1 2 . 4 5 $4 7 6 , 3 1 2 . 4 5 0 . 0 3 $ 1 4 , 2 8 9 0 . 0 1 $ 4 , 7 6 3 0 . 0 4 $ 1 9 , 0 5 2 0 . 0 1 $ 4 , 7 6 3 0 . 0 1 $ 4 , 7 6 3 2 2 1 0 1 . 5 0 2 C L E A R I N G TR E E 61 $2 1 6 . 9 6 $1 3 , 2 8 3 . 9 8 2 $ 5 1 7 3 $ 7 4 3 1 $217 3 2 1 0 1 . 5 0 2 C L E A R I N G - - S P E C I A L - - H A N D F O R M TR E E 23 $4 1 4 . 1 7 $9 , 7 2 3 . 6 8 1 $414 4 2 1 0 1 . 5 0 7 G R U B B I N G TR E E 61 $1 2 7 . 8 7 $7 , 8 2 9 . 2 0 2 $ 3 0 5 3 $ 4 3 8 1 $128 5 2 1 0 1 . 5 0 7 G R U B B I N G - - S P E C I A L - - H A N D F O R M TR E E 23 $3 5 6 . 1 9 $8 , 3 6 2 . 4 6 1 $356 6 2 1 0 1 . 6 0 4 C L E A R A N D G R U B B R U S H SQ Y D 18 0 $1 2 . 9 4 $2 , 3 3 4 . 0 0 4 $53 7 2 1 0 4 . 5 0 1 R E M O V E C O N C R E T E C U R B A N D G U T T E R LI N F T 9, 2 9 0 $2 . 6 9 $2 4 , 9 9 0 . 2 6 32 7 $ 8 8 0 8 2 1 0 4 . 5 0 1 R E M O V E P I P E S T O R M S E W E R LI N F T 2, 9 2 0 $9 . 8 9 $2 8 , 8 7 8 . 8 0 34 8 $ 3 , 4 4 2 616 $6,092 9 2 1 0 4 . 5 0 1 R E M O V E S A N I T A R Y S E W E R P I P E LI N F T 1, 7 7 4 $7 . 8 5 $1 3 , 9 2 5 . 9 0 10 2 1 0 4 . 5 0 1 R E M O V E S A N I T A R Y S E R V I C E P I P E LI N F T 93 0 $5 . 2 6 $4 , 8 9 1 . 8 0 11 2 1 0 4 . 5 0 1 R E M O V E W A T E R S E R V I C E P I P E LI N F T 1, 0 5 0 $5 . 9 2 $6 , 2 1 6 . 0 0 12 2 1 0 4 . 5 0 1 R E M O V E W A T E R M A I N LI N F T 3, 0 7 4 $5 . 2 5 $1 6 , 1 3 8 . 4 0 13 2 1 0 4 . 5 0 3 R E M O V E R E T A I N I N G W A L L SQ F T 95 $7 . 9 8 $7 5 5 . 2 4 14 2 1 0 4 . 5 0 3 R E M O V E C O N C R E T E W A L K SQ F T 25 0 $0 . 6 0 $1 5 0 . 0 0 15 2 1 0 4 . 5 0 5 R E M O V E C O N C R E T E D R I V E W A Y A P R O N SQ Y D 1, 2 1 2 $6 . 4 1 $7 , 7 6 8 . 9 2 89 $ 5 7 0 16 2 1 0 4 . 5 0 5 R E M O V E C O N C R E T E D R I V E W A Y P A V E M E N T SQ Y D 5, 3 0 7 $6 . 4 1 $3 4 , 0 1 7 . 8 7 8 0 $ 5 1 3 48 0 $ 3 , 0 7 7 17 2 1 0 4 . 5 0 5 R E M O V E B I T U M I N O U S D R I V E W A Y P A V E M E N T SQ Y D 8, 0 9 7 $3 . 8 1 $3 0 , 8 4 9 . 5 7 1 3 3 $ 5 0 7 40 1 $ 1 , 5 2 8 42 $160 18 2 1 0 4 . 5 0 9 R E M O V E D R A I N A G E S T R U C T U R E EA C H 70 $4 5 2 . 5 5 $3 1 , 6 7 8 . 5 0 15 $ 6 , 7 8 8 3 $1,358 19 2 1 0 4 . 5 0 9 R E M O V E M A N H O L E EA C H 6 $7 0 0 . 0 0 $4 , 2 0 0 . 0 0 20 2 1 0 4 . 5 0 9 R E M O V E S A N I T A R Y C L E A N O U T EA C H 12 $7 5 . 0 0 $9 0 0 . 0 0 21 2 1 0 4 . 5 0 9 R E M O V E S A N I T A R Y C H I M N E Y EA C H 12 $3 5 0 . 0 0 $4 , 2 0 0 . 0 0 22 2 1 0 4 . 5 0 9 R E M O V E C I S T E R N EA C H 1 $8 0 8 . 8 0 $8 0 8 . 8 0 23 2 1 0 4 . 5 0 9 R E M O V E H Y D R A N T A N D G A T E V A L V E A S S E M B L Y EA C H 10 $4 9 8 . 1 9 $4 , 9 8 1 . 9 0 24 21 0 4 . 5 0 9 RE M O VE G A T E V A L V E & B O X EA C H 10 $1 2 5 . 0 0 $1 , 2 5 0 . 0 0 25 2 1 0 4 . 5 0 9 R E M O V E C U R B S T O P & B O X EA C H 37 $7 5 . 0 0 $2 , 7 7 5 . 0 0 26 2 1 0 4 . 5 1 1 S A W I N G C O N C R E T E P A V E M E N T ( F U L L D E P T H ) LI N F T 3, 1 8 4 $3 . 0 8 $9 , 8 0 6 . 7 2 4 8 $ 1 4 8 28 8 $ 8 8 7 27 2 1 0 4 . 5 1 3 S A W I N G B I T U M I N O U S P A V E M E N T ( F U L L D E P T H ) LI N F T 5, 3 4 5 $2 . 0 1 $1 0 , 7 4 3 . 4 5 8 8 $ 1 7 7 26 5 $ 5 3 3 28 $56 28 2 1 0 4 . 5 2 1 S A L V A G E S P L I T R A I L F E N C E LI N F T 59 $1 3 . 6 1 $8 0 5 . 0 5 29 2 1 0 4 . 5 2 1 S A L V A G E C H A I N L I N K F E N C E LI N F T 18 9 $5 . 2 2 $9 8 8 . 0 6 30 2 1 0 4 . 5 2 1 S A L V A G E W O O D F E N C E LI N F T 59 $9 . 3 2 $5 5 1 . 2 9 31 2 1 0 4 . 5 2 3 S A L V A G E M A I L B O X EA C H 12 $6 2 . 1 3 $7 4 5 . 5 6 32 2 1 0 4 . 5 2 3 S A L V A G E C A S T I N G EA C H 70 $5 2 . 2 0 $3 , 6 5 4 . 0 0 15 $ 7 8 3 3 $157 33 2 1 0 4 . 5 2 3 S A L V A G E S I G N S - T Y P E S P E C I A L EA C H 51 $2 5 . 8 8 $1 , 3 1 1 . 7 8 1 $26 34 2 1 0 4 . 5 2 3 S A L V A G E S I G N , T Y P E " C " EA C H 97 $2 5 . 8 8 $2 , 5 0 5 . 8 4 1 $26 35 2 1 0 4 . 6 0 3 A B A N D O N S T O R M S E W E R LI N F T 80 0 $1 8 . 1 2 $1 4 , 4 9 6 . 0 0 36 2 1 0 4 . 6 0 3 R E M O V E A N D R E P L A C E C O N C R E T E C U R B A N D GU T T E R D E S I G N B 6 1 8 LI N F T $2 4 . 0 5 37 2 1 0 4 . 6 0 4 R E M O V E A N D R E P L A C E C O N C R E T E A P R O N SQ Y D $5 2 . 7 2 38 2 1 0 4 . 6 1 8 S A L V A G E B R I C K P A V E R S SQ F T 63 9 $5 . 8 7 $3 , 7 4 9 . 9 6 39 2 1 0 4 . 6 1 8 R E M O V E A N D R E P L A C E C O N C R E T E W A L K SQ F T 56 0 $5 . 9 3 $3 , 3 2 0 . 8 0 4 0 $ 2 3 7 40 2 1 0 5 . 5 0 1 C O M M O N E X C A V A T I O N ( E V ) ( P ) CU Y D 33 , 4 6 1 $1 2 . 9 7 $4 3 3 , 9 8 8 . 7 3 1 , 2 8 4 $ 1 6 , 6 5 2 1, 8 4 3 $ 2 3 , 9 0 1 689 $8,934 41 2 1 0 5 . 5 0 1 C O M M O N E X C A V A T I O N - R A I N G A R D E N S CU Y D 27 2 $2 8 . 1 3 $7 , 6 5 4 . 0 7 42 2 1 0 5 . 5 0 1 P R I V A T E D R I V E W A Y W I D E N I N G E X C A V A T I O N CU Y D 30 4 $2 8 . 8 8 $8 , 7 8 0 . 6 2 43 2 1 0 5 . 5 0 7 S U B G R A D E E X C A V A T I O N CU Y D 3, 4 6 6 $1 . 1 9 $4 , 1 2 4 . 5 4 1 4 1 $ 1 6 8 20 3 $ 2 4 2 73 $87 44 2 1 0 5 . 5 2 2 S E L E C T G R A N U L A R B O R R O W ( C V ) CU Y D 3, 1 2 3 $0 . 8 0 $2 , 4 9 8 . 4 0 1 2 7 $ 1 0 2 18 3 $ 1 4 6 66 $53 45 2 1 0 5 . 5 2 3 C O M M O N B O R R O W ( C V ) ( P ) CU Y D 1, 0 3 6 $0 . 7 8 $8 0 8 . 4 6 7 7 $ 6 0 11 0 $ 8 6 19 $15 46 2 1 0 5 . 5 4 3 S T A B I L I Z I N G A G G R E G A T E TO N 30 $3 8 . 3 8 $1 , 1 3 5 . 1 1 47 2 1 0 5 . 6 0 1 D E W A T E R I N G LS 1 $9 4 , 7 3 3 . 9 8 $1 1 2 , 0 7 2 . 8 7 48 2 1 0 5 . 6 0 2 P O T H O L E E X I S T I N G U T I L I T I E S EA C H 12 $4 4 0 . 9 3 $5 , 2 9 1 . 1 6 49 2 1 0 5 . 6 0 7 P R I V A T E D R I V E W A Y S U B G R A D E C O R R E C T I O N CU Y D 11 8 $3 5 . 83 $4 , 2 3 8 . 79 50 21 1 1 . 5 0 1 T E S T R O L L I N G RD S T A 32 8 $1 0 . 2 0 $3 , 3 4 2 . 0 4 1 0 $ 1 0 4 15 $ 1 5 0 7 $71MSACRYSTALREGENT AVENUE S.A.P. 116-326-___STREET STORM Au g u s t 23 , 2 0 1 6 ST R E E T ST O R M S . A . P . 1 1 6 - 3 3 8 - _ _ _ 58 T H A V E N U E MS A CR Y S T A L UN I T C O S T LI N E NO . TO T A L ES T I M A T E D CO S T IT E M N O . UN I T IT E M D E S C R I P T I O N TO T A L PR O J E C T QU A N T I T I E S LOCAL BROOKLYN PARK 62ND AVENUE STREET STORM Pa g e 1 o f 1 0 8.7 ES T C O S T E S T C O S T E S T C O S T E S T C O S T E S T C O S T E S T C O S T MSA CRYSTAL REGENT AVENUE S.A.P. 116-326-___STREET STORM ST R E E T ST O R M S . A . P . 1 1 6 - 3 3 8 - _ _ _ 58 T H A V E N U E MS A CR Y S T A L UN I T C O S T LI N E NO . TO T A L ES T I M A T E D CO S T IT E M N O . UN I T IT E M D E S C R I P T I O N TO T A L PR O J E C T QU A N T I T I E S LOCAL BROOKLYN PARK 62ND AVENUE STREET STORM 51 2 1 2 3 . 5 0 1 C O M M O N L A B O R E R S HO U R 96 $6 7 . 1 3 $6 , 4 2 0 . 4 6 1 $67 52 2 1 2 3 . 5 0 7 3 . 0 C U Y D S H O V E L HO U R 25 $1 6 4 . 4 8 $4 , 0 5 6 . 1 7 1 $164 53 2 1 2 3 . 6 0 4 T I L L B O U L E V A R D S U B G R A D E SQ Y D 35 5 $2 . 5 9 $9 1 9 . 2 1 54 2 1 2 3 . 6 1 0 S T R E E T S W E E P E R ( W I T H P I C K U P B R O O M ) HO U R 17 0 $1 2 6 . 5 5 $2 1 , 5 4 3 . 9 3 5 $ 6 4 7 7 $ 9 2 8 4 $506 55 2 1 3 0 . 5 0 1 W A T E R F O R D U S T C O N T R O L M G A L S 1, 8 0 3 $2 5 . 3 7 $4 5 , 7 3 1 . 8 3 4 4 $ 1 , 1 2 4 64 $ 1 , 6 1 3 38 $976 56 2 2 1 1 . 5 0 1 A G G R E G A T E B A S E , C L A S S 5 TO N 14 , 7 7 6 $1 3 . 1 4 $1 9 4 , 1 5 6 . 6 4 1 , 9 8 7 $ 2 6 , 1 0 9 2, 8 5 4 $ 3 7 , 5 0 2 227 $2,983 57 2 2 1 1 . 6 0 1 A G G R E G A T E B A S E H A N D L I N G , C L A S S 7 LS 1 $5 4 , 1 3 7 . 1 0 $5 4 , 1 3 7 . 1 0 0 . 0 3 $ 1 , 6 2 4 0. 0 6 $ 3 , 2 4 8 0.01 $541 58 2 2 1 1 . 6 0 7 A G G R E G A T E B A S E P L A C E D , C L A S S 7 ( C V ) CU Y D 11 , 1 0 1 $4 . 1 1 $4 5 , 6 2 5 . 1 1 230 $947 59 2 2 3 1 . 6 0 4 B I T U M I N O U S P A V E M E N T B R E A K U P R E P A I R SQ Y D 40 2 $5 1 . 0 2 $2 0 , 5 2 1 . 7 4 60 2 2 3 2 . 5 0 1 M I L L B I T U M I N O U S S U R F A C E ( 1 . 5 " ) SQ Y D 72 8 $4 . 7 2 $3 , 4 3 3 . 8 9 17 $78 61 2 2 3 2 . 5 0 1 M I L L B I T U M I N O U S S U R F A C E ( 2 . 0 " ) SQ Y D 1, 5 0 0 $0 . 9 0 $1 , 3 5 0 . 0 0 62 2 3 0 1 . 5 3 8 T I E B A R EA C H 33 8 $9 . 4 5 $3 , 1 9 5 . 5 5 5 7 $ 5 4 1 82 $ 7 7 6 63 2 3 0 1 . 6 0 4 P R I V A T E D R I V E W A Y C O N C R E T E P A V I N G SQ Y D 5, 9 1 5 $5 6 . 9 2 $3 3 6 , 6 8 9 . 5 3 64 2 3 3 1 . 6 0 3 S A W A N D S E A L T R A N S V E R S E C R A C K C O N T R O L JO I N T S LI N F T 23 , 3 4 1 $2 . 4 8 $5 7 , 8 8 6 . 8 7 8 8 6 $ 2 , 1 9 7 1, 2 7 2 $ 3 , 1 5 4 481 $1,193 65 2 3 3 1 . 6 0 4 A G G R E G A T E B A S E , C L A S S 7 , F U L L D E P T H R E C Y C L E D PR O D U C T I O N SQ Y D 91 , 7 2 3 $1 . 2 2 $1 1 1 , 9 0 2 . 0 6 3 , 4 7 9 $ 4 , 2 4 4 4, 9 5 0 $ 6 , 0 3 9 1,996 $2,435 66 2 3 5 7 . 5 0 2 B I T U M I N O U S M A T E R I A L F O R T A C K C O A T GA L S 4, 5 9 4 $2 . 9 6 $1 3 , 5 9 8 . 2 4 1 9 3 $ 5 7 1 27 7 $ 8 2 0 97 $287 67 2 3 6 0 . 5 0 1 T Y P E S P W E B 2 4 0 C W E A R I N G C O U R S E M I X T U R E TO N 9, 2 2 4 $5 8 . 8 9 $5 4 3 , 2 0 1 . 3 6 7 8 2 $ 4 6 , 0 5 2 1, 1 2 1 $ 6 6 , 0 1 6 169 $9,952 68 2 3 6 0 . 5 0 2 T Y P E L V N W 3 5 0 3 0 B N O N W E A R I N G C O U R S E M I X T U R E T O N 9, 5 0 9 $4 8 . 3 0 $4 5 9 , 2 8 4 . 7 0 224 $10,819 69 2 3 6 0 . 5 0 3 2 . 5 I N . W E A R I N G C O U R S E M I X T U R E F O R D R I V E W A Y S S Q Y D 8, 9 0 7 $2 6 . 1 6 $2 3 2 , 9 9 9 . 2 7 1 4 6 $ 3 , 8 2 7 44 1 $ 1 1 , 5 3 9 46 $1,209 70 2 3 6 0 . 5 0 3 P R I V A T E D R I V E W A Y B I T U M I N O U S P A V I N G SQ Y D 2, 9 5 8 $3 5 . 7 4 $1 0 5 , 7 0 3 . 4 8 71 2 4 0 2 . 6 0 3 S T E E L H A N D R A I L LI N F T 35 $1 6 3 . 1 7 $5 , 7 9 1 . 0 4 72 2 4 1 1 . 6 0 3 C O N C R E T E S T E P S LI N F T 59 $4 8 . 3 6 $2 , 8 6 0 . 5 6 73 2 4 1 1 . 6 1 8 M O D U L A R B L O C K R E T A I N I N G W A L L SQ F T 47 $4 6 . 9 3 $2 , 2 2 0 . 7 8 74 2 4 1 1 . 6 1 8 A D J U S T R E T A I N I N G W A L L SQ F T 46 1 $1 8 . 77 $8 , 6 6 0 . 11 75 24 5 1 . 6 0 7 R E P L A C E M E N T B A C K F I L L ( M n / D O T 3 1 4 9 . 2 D ) ( C V ) CU Y D 15 9 $2 0 . 4 9 $3 , 2 6 1 . 0 1 76 2 4 5 1 . 6 0 9 C R U S H E D R O C K P I P E F O U N D A T I O N TO N 33 9 $3 8 . 7 2 $1 3 , 1 3 1 . 9 4 77 2 4 5 2 . 6 0 1 S T E E L S H E E T P I L I N G LS 1 $7 5 , 0 0 0 . 0 0 $7 5 , 0 0 0 . 0 0 78 2 5 0 2 . 5 2 1 4 - I N C H P V C S D R 3 5 C R O S S I N G LI N F T 59 $1 2 . 9 9 $7 6 8 . 3 8 79 25 0 2 . 5 4 1 24 " P E R F P E P I P E D R A I N ( S M O O T H ) - T Y P E D E E P IN F I L T R A T I O N - T R I T O N S Y S T E M LI N F T 1, 2 0 0 $8 9 . 2 1 $1 0 7 , 0 5 2 . 0 0 80 2 5 0 2 . 5 4 1 4 - I N C H P E C O R R U G A T E D P E R F O R A T E D P I P E D R A I N WI T H S O C K LI N F T 2, 6 5 0 $7 . 7 9 $2 0 , 6 4 3 . 5 0 1 0 0 $ 7 7 9 10 0 $ 7 7 9 81 2 5 0 2 . 6 0 2 P E S U M P B O X EA C H 16 $1 8 6 . 3 6 $2 , 9 7 6 . 3 3 82 2 5 0 2 . 6 0 2 C O N N E C T 4 - I N C H P V C O R P E R F P E T O S T O R M S E W E R E A C H 11 $1 1 3 . 8 6 $1 , 2 1 9 . 3 2 1 $5 8 1 $84 83 2 5 0 3 . 5 4 1 1 2 - I N C H R C P I P E S E W E R , D E S I G N 3 0 0 6 , C L A S S V LI N F T 2, 3 9 7 $3 4 . 2 8 $8 2 , 1 6 9 . 1 6 48 0 $ 1 6 , 4 5 4 667 $22,865 84 2 5 0 3 . 5 4 1 1 5 - I N C H R C P I P E S E W E R , D E S I G N 3 0 0 6 , C L A S S V LI N F T 4, 1 7 5 $3 6 . 0 5 $1 5 0 , 5 0 8 . 7 5 16 $ 5 7 7 85 2 5 0 3 . 5 4 1 1 8 - I N C H R C P I P E S E W E R , D E S I G N 3 0 0 6 , C L A S S V LI N F T 65 8 $3 8 . 0 0 $2 5 , 0 0 4 . 0 0 554 $21,052 86 2 5 0 3 . 5 4 1 2 1 - I N C H R C P I P E S E W E R , D E S I G N 3 0 0 6 , C L A S S I I I LI N F T $3 8 . 6 3 87 2 5 0 3 . 5 4 1 2 4 - I N C H R C P I P E S E W E R , D E S I G N 3 0 0 6 , C L A S S I I I LI N F T 80 6 $3 9 . 5 8 $3 1 , 9 0 1 . 4 8 88 2 5 0 3 . 5 4 1 2 7 - I N C H R C P I P E S E W E R , D E S I G N 3 0 0 6 , C L A S S I I I LI N F T 72 $4 5 . 6 0 $3 , 2 8 3 . 2 0 40 $ 1 , 8 2 4 89 2 5 0 3 . 5 4 1 3 0 - I N C H R C P I P E S E W E R , D E S I G N 3 0 0 6 , C L A S S I I I LI N F T $5 1 . 4 8 90 2 5 0 3 . 5 4 1 1 2 - I N C H S T O R M S E W E R P I P E LI N F T 1, 0 0 0 $3 0 . 6 9 $3 0 , 6 9 0 . 0 0 91 2 5 0 3 . 5 4 1 1 5 - I N C H S T O R M S E W E R P I P E LI N F T 10 $3 2 . 2 1 $3 2 2 . 1 0 92 2 5 0 3 . 5 4 1 1 8 - I N C H S T O R M S E W E R P I P E LI N F T 20 0 $3 5 . 6 4 $7 , 1 2 8 . 0 0 93 2 5 0 3 . 5 4 1 2 1 - I N C H S T O R M S E W E R P I P E LI N F T 10 0 $3 9 . 8 9 $3 , 9 8 9 . 0 0 94 2 5 0 3 . 5 4 1 2 4 - I N C H S T O R M S E W E R P I P E LI N F T 30 0 $4 0 . 0 7 $1 2 , 0 2 1 . 0 0 95 2 5 0 3 . 5 4 1 2 7 - I N C H S T O R M S E W E R P I P E LI N F T 50 $4 8 . 7 6 $2 , 4 3 8 . 0 0 96 2 5 0 3 . 5 4 1 3 0 - I N C H S T O R M S E W E R P I P E LI N F T 50 $5 3 . 9 5 $2 , 6 9 7 . 5 0 97 2 5 0 3 . 6 0 1 T E M P O R A R Y C O N V E Y A N C E O F W A S T E W A T E R LS 1 $1 0 0 , 0 0 0 . 0 0 $1 0 0 , 0 0 0 . 0 0 98 2 5 0 3 . 6 0 2 B U L K H E A D P I P E / S T R U C T U R E EA C H 5 $3 1 6 . 0 8 $1 , 5 8 0 . 4 0 1 $316 99 2 5 0 3 . 6 0 2 C O N N E C T T O E X I S T I N G S T O R M S E W E R EA C H 49 $7 1 5 . 4 1 $3 5 , 0 5 5 . 0 9 6 $ 4 , 2 9 2 4 $2,862 10 0 2 5 0 3 . 6 0 2 C O N N E C T T O E X I S T I N G S A N I T A R Y S E W E R EA C H 4 $5 9 8 . 9 9 $2 , 3 9 5 . 9 6 10 1 2 5 0 3 . 6 0 2 C O N N E C T T O E X I S T I N G S A N I T A R Y S E W E R M A N H O L E E A C H 1 $1 , 0 9 7 . 5 4 $1 , 0 9 7 . 5 4 10 2 2 5 0 3 . 6 0 2 E X P O S E & R E P A I R 4 " S A N I T A R Y S E W E R S E R V I C E CO N N E C T I O N ( < 1 3 ' D E P T H ) EA C H 10 5 $1 , 9 0 6 . 5 8 $2 0 0 , 7 4 2 . 6 9 10 3 2 5 0 3 . 6 0 2 E X P O S E & R E P A I R 4 " S A N I T A R Y S E W E R S E R V I C E CO N N E C T I O N ( ≥ 1 3 ' D E P T H ) EA C H 18 $2 , 2 3 1 . 15 $3 9 , 59 2 . 6 7 10 4 2 5 0 3 . 6 0 2 E X P O S E & R E P A I R 6 " S A N I T A R Y S E W E R S E R V I C E CO N N E C T I O N ( < 1 3 ' D E P T H ) EA C H 2 $2 , 0 1 0 . 1 7 $4 , 7 5 6 . 1 7 Pa g e 2 o f 1 0 8.7 ES T C O S T E S T C O S T E S T C O S T E S T C O S T E S T C O S T E S T C O S T MSA CRYSTAL REGENT AVENUE S.A.P. 116-326-___STREET STORM ST R E E T ST O R M S . A . P . 1 1 6 - 3 3 8 - _ _ _ 58 T H A V E N U E MS A CR Y S T A L UN I T C O S T LI N E NO . TO T A L ES T I M A T E D CO S T IT E M N O . UN I T IT E M D E S C R I P T I O N TO T A L PR O J E C T QU A N T I T I E S LOCAL BROOKLYN PARK 62ND AVENUE STREET STORM 10 5 2 5 0 3 . 6 0 2 E X P O S E & R E P A I R 6 " S A N I T A R Y S E W E R S E R V I C E CO N N E C T I O N ( ≥ 1 3 ' D E P T H ) EA C H 2 $2 , 1 4 4 . 7 8 $5 , 0 7 4 . 6 7 10 6 2 5 0 3 . 6 0 2 E X P O S E & R E P A I R S A N I T A R Y S E W E R S E R V I C E W I T H EX I S T I N G P V C S L E E V E EA C H 5 $1 , 5 6 6 . 7 7 $7 , 4 1 4 . 1 3 10 7 2 5 0 3 . 6 0 2 E X P O S E & R E P A I R S A N I T A R Y S E W E R S E R V I C E W Y E E A C H 15 $9 8 0 . 7 3 $1 5 , 0 8 2 . 9 9 10 8 2 5 0 3 . 6 0 2 E X P O S E & R E P A I R D O U B L E S A N I T A R Y S E W E R SE R V I C E C O N N E C T I O N W I T H S A D D L E EA C H 2 $2 , 7 3 6 . 0 9 $6 , 4 7 3 . 7 4 10 9 2 5 0 3 . 6 0 2 E X P O S E & R E P A I R S A N I T A R Y S E W E R S E R V I C E CO N N E C T I O N F R O M E X I S T I N G C H I M N E Y EA C H 12 $2 , 1 0 4 . 4 9 $2 4 , 8 9 6 . 6 9 11 0 2 5 0 3 . 6 0 2 A D J U S T S A N I T A R Y S E W ER S E R V I C E C L E A N O U T EA C H 5 $2 0 7 . 0 8 $9 7 9 . 9 3 11 1 2 5 0 3 . 6 0 2 1 0 " x 4 " P V C W Y E , S C H E D U L E 4 0 EA C H 31 $1 9 6 . 2 6 $6 , 0 8 4 . 0 6 11 2 2 5 0 3 . 6 0 2 1 0 " x 6 " P V C W Y E , S C H E D U L E 4 0 EA C H 2 $2 4 7 . 3 3 $5 8 5 . 2 0 11 3 2 5 0 3 . 6 0 2 8 " x 6 " P V C D O U B L E C O M B I N A T I O N W Y E , S C H E D U L E 4 0 E A C H 2 $5 4 1 . 0 1 $1 , 2 8 0 . 0 6 11 4 2 5 0 3 . 6 0 2 6 " C L E A N - O U T A S S E M B L Y EA C H 4 $6 0 0 . 0 0 $2 , 4 0 0 . 0 0 11 5 2 5 0 3 . 6 0 2 C O N N E C T T O E X I S T I N G S A N I T A R Y S E W E R S E R V I C E E A C H 31 $1 2 5 . 0 0 $3 , 8 7 5 . 0 0 11 6 2 5 0 3 . 6 0 3 8 " P V C S A N I T A R Y S E W E R P I P E S D R 2 6 LI N F T 15 0 $4 0 . 0 0 $6 , 0 0 0 . 0 0 11 7 2 5 0 3 . 6 0 3 1 0 " P V C S A N I T A R Y S E W E R P I P E S D R 2 6 LI N F T 1, 6 5 3 $4 5 . 0 0 $7 4 , 3 8 5 . 0 0 11 8 2 5 0 3 . 6 0 3 L I N I N G S E W E R P I P E 1 0 " LI N F T 50 $1 2 5 . 0 0 $6 , 2 5 0 . 0 0 11 9 2 5 0 3 . 6 0 3 4 " S A N I T A R Y S E R V I C E P I P E S C H 4 0 LI N F T 93 0 $3 3 . 2 8 $3 0 , 9 5 0 . 4 0 12 0 2 5 0 3 . 6 0 3 6 " S A N I T A R Y S E R V I C E P I P E S C H 4 0 LI N F T 60 $3 0 . 6 2 $1 , 8 3 7 . 2 0 12 1 2 5 0 3 . 6 0 3 R E M O V E & R E P L A C E 4 I N C H S A N I T A R Y S E W E R SE R V I C E P I P E LI N F T 71 $4 3 . 8 4 $3 , 1 1 1 . 8 3 12 2 2 5 0 3 . 6 0 3 R E M O V E & R E P L A C E 6 I N C H S A N I T A R Y S E W E R SE R V I C E P I P E LI N F T 35 $4 9 . 9 6 $1 , 7 7 3 . 1 2 12 3 2 5 0 3 . 6 0 4 2 - I N C H R I G I D I N S U L A T I O N SQ Y D 17 7 $3 0 . 2 9 $5 , 3 7 5 . 0 8 12 4 2 5 0 4 . 6 0 1 T E M P O R A R Y W A T E R S E R V I C E LS 1 $2 7 , 0 9 9 . 0 4 $3 2 , 0 5 8 . 9 0 12 5 2 5 0 4 . 6 0 2 O F F S E T E X I S T I N G W A T E R M A I N EA C H 1 $3 , 9 4 4 . 9 4 $3 , 9 4 4 . 9 4 12 6 2 5 0 4 . 6 0 2 R E L O C A T E H Y D R A N T EA C H 5 $7 , 4 6 6 . 9 1 $3 5 , 33 4 . 2 3 12 7 25 0 4 . 60 2 I N S T A L L H Y D R A N T , G A T E V A L V E A N D 6 - I N C H D I P C L 5 2 AS S E M B L Y EA C H 12 $7 , 4 8 4 . 5 1 $8 9 , 8 1 4 . 1 2 12 8 2 5 0 4 . 6 0 2 6 " G A T E V A L V E & B O X EA C H 3 $1 , 8 5 0 . 0 0 $5 , 5 5 0 . 0 0 12 9 2 5 0 4 . 6 0 2 8 " G A T E V A L V E & B O X EA C H 10 $2 , 5 0 0 . 0 0 $2 5 , 0 0 0 . 0 0 13 0 2 5 0 4 . 6 0 2 1 " C O R P O R A T I O N S T O P EA C H 37 $3 5 0 . 0 0 $1 2 , 9 5 0 . 0 0 13 1 2 5 0 4 . 6 0 2 2 " C O R P O R A T I O N S T O P EA C H 1 $6 8 6 . 9 9 $8 1 2 . 7 3 13 2 2 5 0 4 . 6 0 2 1 " C U R B S T O P A N D B O X EA C H 37 $3 7 5 . 0 0 $1 3 , 8 7 5 . 0 0 13 3 2 5 0 4 . 6 0 2 2 " C U R B S T O P A N D B O X EA C H 1 $7 7 3 . 9 7 $9 1 5 . 6 3 13 4 2 5 0 4 . 6 0 2 A D J U S T G A T E V A L V E B O X EA C H 91 $3 2 5 . 6 4 $2 9 , 6 6 9 . 0 1 3 $ 1 , 1 1 0 5 $ 1 , 5 9 3 13 5 2 5 0 4 . 6 0 2 A D J U S T C U R B S T O P B O X EA C H 7 $1 1 3 . 2 4 $8 0 3 . 8 0 13 6 2 5 0 4 . 6 0 2 R E P A I R G A T E V A L V E A N D B O X EA C H 7 $7 0 9 . 3 9 $5 , 0 3 5 . 3 7 13 7 2 5 0 4 . 6 0 2 R E P A I R G A T E V A L V E - B O X O N L Y EA C H 41 $5 1 8 . 8 5 $2 1 , 4 8 3 . 4 8 13 8 2 5 0 4 . 6 0 2 R E P L A C E C U R B S T O P B O X EA C H 2 $4 5 7 . 6 5 $1 , 0 8 2 . 8 2 13 9 2 5 0 4 . 6 0 2 R E P A I R C U R B S T O P B O X EA C H 7 $3 8 3 . 5 0 $2 , 7 2 2 . 1 5 14 0 2 5 0 4 . 6 0 2 C O N N E C T T O E X I S T I N G W A T E R M A I N EA C H 5 $1 , 2 0 0 . 0 0 $6 , 0 0 0 . 0 0 14 1 2 5 0 4 . 6 0 3 W A T E R M A I N S E R V I C E I N S U L A T I O N LI N F T 59 $3 7 . 4 4 $2 , 2 1 4 . 6 3 14 2 2 5 0 4 . 6 0 3 H Y D R A N T R I S E R LI N F T 5 $6 4 2 . 1 3 $3 , 0 3 8 . 6 3 14 3 2 5 0 4 . 6 0 3 1 " T Y P E K C O P P E R S E R V I C E P I P E LI N F T 1, 0 5 0 $2 9 . 1 7 $3 0 , 6 2 8 . 5 0 14 4 2 5 0 4 . 6 0 3 2 " T Y P E K C O P P E R S E R V I C E P I P E LI N F T 30 $3 8 . 1 6 $1 , 1 2 8 . 6 1 14 5 2 5 0 4 . 6 0 3 6 " W A T E R M A I N D U C T I L E I R O N C L 5 2 LI N F T 71 $4 1 . 0 0 $2 , 9 1 0 . 2 5 14 6 2 5 0 4 . 6 0 3 8 " W A T E R M A I N D U C T I L E I R O N C L 5 2 LI N F T 3, 0 0 3 $4 6 . 0 0 $1 3 8 , 1 3 8 . 0 0 14 7 2 5 0 4 . 6 0 8 D U C T I L E I R O N F I T T I N G S LI N F T 1, 0 0 1 $6 . 0 0 $6 , 0 0 6 . 0 0 14 8 2 5 0 6 . 5 0 1 C O N S T R U C T D R A I N A G E S T R U C T U R E , D E S I G N B LI N F T 97 . 0 $3 7 4 . 2 2 $3 6 , 2 9 9 . 3 4 8. 0 $ 2 , 9 9 4 16.0 $5,988 14 9 2 5 0 6 . 5 0 1 C O N S T R U C T D R A I N A G E S T R U C T U R E , D E S I G N C LI N F T 11 1 . 0 $4 9 0 . 3 6 $5 4 , 4 2 9 . 9 6 47 . 0 $ 2 3 , 0 4 7 15 0 2 5 0 6 . 5 0 1 C O N S T R U C T D R A I N A G E S T R U C T U R E , D E S I G N D LI N F T 10 . 0 $6 2 8 . 1 2 $6 , 2 8 1 . 2 0 15 1 2 5 0 6 . 5 0 1 C O N S T R U C T D R A I N A G E S T R U C T U R E , D E S I G N E LI N F T 10 . 0 $7 0 9 . 78 $7 , 0 9 7 . 80 15 2 25 0 6 . 5 0 1 C O N S T R U C T D R A I N A G E S T R U C T U R E , D E S I G N X LI N F T 25 6 . 4 $ 2 6 5 . 5 7 $ 6 8 , 0 9 2 . 1 5 3 0 . 4 $ 8 , 0 7 3 1 5 . 2 $ 4 , 0 3 7 15 3 2 5 0 6 . 5 0 1 C O N S T R U C T D R A I N A G E S T R U C T U R E , D E S I G N Y L I N F T 15 8 . 2 $3 9 1 . 2 1 $6 1 , 8 8 9 . 4 2 3 0 . 4 $ 1 1 , 8 9 3 7 . 6 $ 2 , 9 7 3 15 4 2 5 0 6 . 5 1 6 C A S T I N G A S S E M B L Y R - 1 7 3 3 E A C H 48 $1 , 0 6 6 . 8 1 $5 1 , 2 0 6 . 8 8 4 $ 4 , 2 6 7 3 $ 3 , 2 0 0 15 5 2 5 0 6 . 5 1 6 C A S T I N G A S S E M B L Y R - 1 7 3 3 - 1 ( S E L F S E A L L I D ) E A C H 17 $1 , 0 9 9 . 7 0 $1 8 , 2 1 3 . 6 5 15 6 2 5 0 6 . 5 1 6 C A S T I N G A S S E M B L Y R - 3 0 6 7 - V E A C H 14 6 $5 8 6 . 9 6 $8 5 , 6 9 6 . 1 6 1 6 $ 9 , 3 9 1 4 $ 2 , 3 4 8 15 7 2 5 0 6 . 5 1 6 C A S T I N G A S S E M B L Y R - 3 2 9 0 A E A C H 1 $6 6 7 . 6 9 $6 6 7 . 6 9 15 8 2 5 0 6 . 5 2 2 A D J U S T F R A M E A N D R I N G C A S T I N G E A C H 97 $1 , 1 0 8 . 9 4 $1 0 7 , 1 8 8 . 9 4 3 $ 3 , 7 7 8 5 $ 5 , 4 2 3 15 9 2 5 0 6 . 6 0 1 I N F I L T R A T I O N S Y S T E M L S 1 $1 0 0 , 0 0 0 . 0 0 $1 0 0 , 0 0 0 . 0 0 16 0 2 5 0 6 . 6 0 2 R E C O N S T R U C T M A N H O L E E A C H 20 $1 , 6 6 6 . 8 1 $3 3 , 1 3 8 . 7 8 1 $ 2 , 2 7 2 2 $ 3 , 2 6 1 16 1 2 5 0 6 . 6 0 2 C O N S T R U C T S A N I T A R Y S E W E R M A N H O L E E A C H 6 $2 , 5 0 0 . 0 0 $1 5 , 0 0 0 . 0 0 Pa g e 3 o f 1 0 8.7 ES T C O S T E S T C O S T E S T C O S T E S T C O S T E S T C O S T E S T C O S T MSA CRYSTAL REGENT AVENUE S.A.P. 116-326-___STREET STORM ST R E E T ST O R M S . A . P . 1 1 6 - 3 3 8 - _ _ _ 58 T H A V E N U E MS A CR Y S T A L UN I T C O S T LI N E NO . TO T A L ES T I M A T E D CO S T IT E M N O . UN I T IT E M D E S C R I P T I O N TO T A L PR O J E C T QU A N T I T I E S LOCAL BROOKLYN PARK 62ND AVENUE STREET STORM 16 2 2 5 0 6 . 6 0 3 C O N S T R U C T S A N I T A R Y S E W E R M A N H O L E ( E X T R A L I N F T 70 $3 0 0 . 0 0 $2 1 , 0 0 0 . 0 0 16 3 2 5 0 6 . 6 0 3 C O N S T R U C T 1 0 " O U T S I D E D R O P L I N F T 10 $1 0 0 . 0 0 $1 , 0 0 0 . 0 0 16 4 2 5 1 1 . 5 1 5 G E O T E X T I L E F I L T E R T Y P E V ( W O V E N ) S Q Y D 1, 0 3 6 $1 . 4 6 $1 , 5 1 2 . 5 6 4 2 $ 6 1 6 1 $ 8 9 2 2 $ 3 2 16 5 2 5 1 1 . 5 1 5 G E O T E X T I L E F I L T E R T Y P E V I ( M O D I F I E D ) S Q Y D 59 $7 . 9 0 $4 6 7 . 3 0 16 6 2 5 2 1 . 5 0 1 4 - I N C H C O N C R E T E W A L K S Q F T $ 3 . 4 7 16 7 2 5 2 1 . 5 0 1 6 - I N C H C O N C R E T E W A L K - PE D E S T R I A N C U R B R A M P S S Q F T 1, 0 5 0 $7 . 9 8 $8 , 3 7 9 . 0 0 1 5 0 $ 1 , 1 9 7 15 0 $ 1 , 1 9 7 16 8 2 5 2 1 . 5 1 1 3 . 0 " B I T U M I N O U S T R A I L SQ Y D 17 $4 3 . 8 9 $7 3 1 . 5 0 17 $732 16 9 2 5 3 1 . 5 0 1 C O N C R E T E C U R B A N D G U T T E R , D E S I G N B 6 1 8 LI N F T 60 , 5 2 2 $9 . 9 4 $6 0 1 , 5 8 9 . 8 7 2 , 1 8 2 $ 2 1 , 6 8 9 3, 1 3 2 $ 3 1 , 1 3 2 1,276 $12,683 17 0 2 5 3 1 . 5 0 1 C O N C R E T E C U R B A N D G U T T E R , D E S I G N B 6 1 8 - H A N D FO R M LI N F T 47 7 $1 7 . 6 0 $8 , 3 8 8 . 0 1 7 $ 1 2 0 10 $ 1 7 2 10 $184 17 1 2 5 3 1 . 5 0 7 6 - I N C H C O N C R E T E D R I V E W A Y P A V E M E N T SQ Y D 4, 7 7 6 $4 6 . 6 5 $2 2 2 , 8 1 4 . 4 0 7 2 $ 3 , 3 5 9 43 2 $ 2 0 , 1 5 3 17 2 2 5 3 1 . 5 0 7 8 - I N C H C O N C R E T E D R I V E W A Y P A V E M E N T SQ Y D 26 $6 0 . 3 0 $1 , 5 6 9 . 4 0 17 3 2 5 3 1 . 6 0 3 S U R F A C E T R E A T M E N T - E X I S T I N G C O N C R E T E C U R B AN D G U T T E R LI N F T $0 . 5 3 17 4 2 5 3 1 . 6 0 4 7 - I N C H C O N C R E T E V A L L E Y G U T T E R SQ Y D 29 8 $6 4 . 2 2 $1 9 , 1 4 5 . 4 5 17 5 2 5 3 1 . 6 1 8 T R U N C A T E D D O M E S SQ F T 84 $4 4 . 6 4 $3 , 7 4 9 . 7 6 1 2 $ 5 3 6 12 $ 5 3 6 17 6 2 5 4 0 . 6 0 2 I N S T A L L S A L V A G E D M A I L B O X EA C H 12 $4 1 . 4 2 $4 9 7 . 0 4 17 7 2 5 4 0 . 6 1 8 I N S T A L L S A L V A G E D B R I C K P A V E R S SQ F T 63 9 $1 0 . 4 3 $6 , 6 6 3 . 0 5 17 8 2 5 5 7 . 6 0 3 I N S T A L L S A L V A G E D S P L I T R A I L F E N C E LI N F T 59 $1 6 . 5 7 $9 8 0 . 1 4 17 9 2 5 5 7 . 6 0 3 I N S T A L L S A L V A G E D C H A I N L I N K F E N C E LI N F T 18 9 $1 2 . 4 3 $2 , 3 5 2 . 8 0 18 0 2 5 5 7 . 6 0 3 I N S T A L L S A L V A G E D W O O D F E N C E LI N F T 59 $2 4 . 3 3 $1 , 4 3 9 . 1 5 18 1 2 5 6 3 . 6 0 1 T R A F F I C C O N T R O L LS 1 $1 6 , 4 6 3 . 1 2 $1 6 , 4 6 3 . 1 2 0 . 0 3 $ 4 9 4 0 . 0 1 $ 1 6 5 0 . 0 4 $ 6 5 9 0 . 0 1 $ 1 6 5 0 . 0 1 $ 1 6 5 18 2 2 5 6 4 . 5 3 1 F U R N I S H A N D I N S T A L L S I G N P A N E L S , T Y P E " C " SQ F T 30 4 . 7 1 $3 1 . 0 6 $9 , 4 6 4 . 3 9 1 7 . 0 4 $ 5 2 9 24 . 4 5 $ 7 6 0 18 3 2 5 6 4 . 5 3 7 I N S T A L L S A L V A G E D S I G N S , T Y P E " C " EA C H 20 $1 0 3 . 5 5 $2 , 0 6 3 . 5 9 1 $104 18 4 2 5 6 4 . 6 0 2 F U R N I S H A N D I N S T A L L S I G N P A N E L S , T Y P E S P E C I A L DE S I G N A EA C H 39 $2 3 2 . 9 6 $9 , 0 9 4 . 7 3 18 5 2 5 6 4 . 6 0 2 F U R N I S H A N D I N S T A L L S I G N P A N E L S , T Y P E S P E C I A L DE S I G N B EA C H 12 $2 5 8 . 8 6 $3 , 0 6 2 . 3 8 18 6 25 7 1 . 5 0 2 AU T UM N G O L D G I N K G O 2 - I N C H B A N D B TR E E 5 $4 1 5 . 5 2 $1 , 9 6 6 . 2 9 18 7 2 5 7 1 . 5 0 2 A U T U M N S P L E N D O R B U C K E Y E 2 - I N C H B A N D B TR E E 6 $4 1 5 . 5 2 $2 , 4 5 7 . 8 6 18 8 2 5 7 1 . 5 0 2 R E D O A K 2 - I N C H B A N D B TR E E 5 $4 1 5 . 5 2 $1 , 9 6 6 . 2 9 18 9 2 5 7 1 . 5 0 2 B U R O A K 2 - I N C H B A N D B TR E E 6 $4 1 5 . 5 2 $2 , 4 5 7 . 8 6 19 0 2 5 7 1 . 5 0 2 C O M M O N H A C K B E R R Y 2 - I N C H B A N D B TR E E 5 $4 1 5 . 5 2 $1 , 9 6 6 . 2 9 19 1 2 5 7 1 . 5 0 2 K E N T U C K Y C O F F E E T R E E 2 - I N C H B A N D B TR E E 6 $4 1 5 . 5 2 $2 , 4 5 7 . 8 6 19 2 2 5 7 1 . 5 0 2 S I L V E R L I N D E N 2 - I N C H B A N D B TR E E 5 $4 1 5 . 5 2 $1 , 9 6 6 . 2 9 19 3 2 5 7 1 . 5 0 2 T R I U M P H E L M 2 - I N C H B A N D B TR E E 6 $4 1 5 . 5 2 $2 , 4 5 7 . 8 6 19 4 2 5 7 1 . 5 0 5 S H R U B R E S I D E N T I A L R A I N G A R D E N SH R U B 59 $5 0 . 0 4 $2 , 9 5 9 . 9 3 19 5 2 5 7 1 . 5 0 7 P E R E N N I A L S D A Y L I L Y ( 1 Y E A R , C O N T A I N E R ) PL A N T 24 $1 4 . 3 6 $3 3 9 . 7 7 19 6 2 5 7 1 . 5 0 7 P E R E N N I A L S R E S I D E N T I A L R A I N G A R D E N PL A N T 1, 9 0 5 $1 3 . 9 7 $2 6 , 6 0 8 . 2 9 19 7 2 5 7 1 . 5 0 7 P E R E N N I A L S R E S I D E N T I A L R A I N G A R D E N - F U R N I S H E D ON L Y PL A N T 16 6 $1 0 . 3 1 $1 , 7 0 7 . 5 8 19 8 2 5 7 3 . 5 0 2 S I L T F E N C E - S T A N D A R D M A C H I N E S L I C E D LI N F T 1, 6 2 5 $5 . 3 1 $8 , 6 2 8 . 7 5 175 $929 19 9 2 5 7 3 . 5 3 0 I N L E T P R O T E C T I O N - T Y P E A EA C H 16 6 $1 0 9 . 7 5 $1 8 , 2 1 8 . 5 0 16 $ 1 , 7 5 6 4 $439 20 0 2 5 7 3 . 5 3 0 I N L E T P R O T E C T I O N - T Y P E B EA C H 16 6 $1 0 9 . 7 5 $1 8 , 2 1 8 . 5 0 16 $ 1 , 7 5 6 4 $439 20 1 2 5 7 4 . 5 0 8 C O M M E R C I A L F E R T I L I Z E R , A N A L Y S I S 1 2 - 0 - 1 2 LB 11 2 $1 . 1 9 $1 3 3 . 2 0 6 $7 8 $10 2 $2 20 2 2 5 7 4 . 5 2 5 T O P S O I L B O R R O W ( L V ) CU Y D 15 , 1 9 9 $2 6 . 5 8 $4 0 3 , 9 8 9 . 4 2 5 1 0 $ 1 3 , 5 5 6 63 7 $ 1 6 , 9 3 1 359 $9,542 20 3 2 5 7 5 . 5 0 5 S O D D I N G , T Y P E L A W N SQ Y D 93 , 2 9 8 $2 . 1 2 $1 9 7 , 7 9 1 . 7 6 3 , 0 6 0 $ 6 , 4 8 7 3, 8 1 7 $ 8 , 0 9 2 2,156 $4,571 20 4 2 5 7 5 . 5 1 3 M U L C H M A T E R I A L , T Y P E 6 CU Y D 84 $5 4 . 7 9 $4 , 5 8 2 . 0 3 2 $110 20 5 2 5 7 5 . 5 2 3 E R O S I O N C O N T R O L B L A N K E T , C A T E G O R Y 3 SQ Y D 50 $3 . 1 3 $1 5 6 . 5 0 20 6 2 5 7 5 . 5 3 5 P O S T W A R R A N T Y S O D W A T E R I N G M G A L S 94 6 $1 8 . 2 5 $1 7 , 2 7 2 . 2 0 20 7 2 5 7 5 . 6 0 1 E R O S I O N C O N T R O L LS 1. 0 0 $1 0 , 5 6 1 . 2 5 $1 0 , 5 6 1 . 2 5 0 . 0 3 $ 3 1 7 0 . 0 1 $ 1 0 6 0 . 0 4 $ 4 2 2 0 . 0 1 $ 1 0 6 0 . 0 1 $ 1 0 6 20 8 2 5 7 5 . 6 0 4 P R I V A T E D R I V E W A Y R E S T O R A T I O N SQ Y D 3, 2 5 3 $7 . 8 3 $2 5 , 4 7 3 . 5 3 20 9 2 5 7 5 . 6 0 5 H Y D R O S E E D I N G AC R E 0. 7 $5 , 0 1 1 . 4 2 $3 , 7 5 2 . 3 6 0 . 0 3 $ 1 7 1 0. 0 5 $ 2 4 5 0.02 $76 21 0 2 5 7 5 . 6 0 7 P L A N T I N G S O I L ( C V ) CU Y D 27 2 $4 5 . 56 $1 2 , 3 9 6 . 70 21 1 25 8 2 . 5 0 2 4 " S O L I D L I N E - E P O X Y LI N F T 96 0 $0 . 9 0 $8 6 4 . 0 0 21 2 2 5 8 2 . 5 0 2 2 4 " S T O P L I N E - P A I N T LI N F T 16 $4 . 9 1 $7 8 . 5 6 16 $ 7 9 21 3 2 5 8 2 . 5 0 2 2 4 " S T O P L I N E - E P O X Y LI N F T 16 $1 0 . 6 2 $1 6 9 . 9 2 16 $ 1 7 0 21 4 2 5 8 2 . 5 0 3 Z E B R A C R O S S W A L K - E P O X Y SQ F T 21 6 $5 . 9 5 $1 , 2 8 5 . 2 0 10 8 $ 6 4 3 Pa g e 4 o f 1 0 8.7 ES T C O S T E S T C O S T E S T C O S T E S T C O S T E S T C O S T E S T C O S T MSA CRYSTAL REGENT AVENUE S.A.P. 116-326-___STREET STORM ST R E E T ST O R M S . A . P . 1 1 6 - 3 3 8 - _ _ _ 58 T H A V E N U E MS A CR Y S T A L UN I T C O S T LI N E NO . TO T A L ES T I M A T E D CO S T IT E M N O . UN I T IT E M D E S C R I P T I O N TO T A L PR O J E C T QU A N T I T I E S LOCAL BROOKLYN PARK 62ND AVENUE STREET STORM OP I N I O N O F P R O B A B L E C O S T TO T A L E S T I M A T E D C O S T $7 , 6 5 2 , 6 1 1 $ 1 7 7 , 2 3 4 $ 1 0 2 , 3 7 1 $ 2 7 6 , 2 9 5 $ 7 9 , 1 5 8 $ 7 6 , 7 5 2 LE S S P R I V A T E C O S T S ($ 7 5 8 , 4 3 4 ) TO T A L E S T I M A T E D C O N S T R U C T I O N C O S T $6 , 8 9 4 , 1 7 7 $ 1 7 7 , 2 3 4 $ 1 0 2 , 3 7 1 $ 2 7 6 , 2 9 5 $ 7 9 , 1 5 8 $ 7 6 , 7 5 2 20 % L E G A L , A D M I N I S T R A T I V E , E N G I N E E R I N G $ 1 , 3 7 8 , 8 3 5 $ 3 5 , 4 4 7 $ 2 0 , 4 7 4 $ 5 5 , 2 5 9 $ 1 5 , 8 3 2 $ 1 5 , 3 5 0 TO T A L P R O J E C T C O S T $8 , 2 7 3 , 0 1 2 $ 2 1 2 , 6 8 1 $ 1 2 2 , 8 4 6 $ 3 3 1 , 5 5 4 $ 9 4 , 9 9 0 $ 9 2 , 1 0 3 LE S S S A N I T A R Y S E W E R C O S T S ( I NC L C R Y S T A L + 2 0 % L , A , E ) ($ 7 2 6 , 6 4 2 ) LE S S W A T E R M A I N C O S T S ( I N C L C R Y S T A L + 2 0 % L , A , E ) ($ 6 0 7 , 6 5 1 ) SA N I T A R Y S E W E R A N D W A T E R M A I N I M P R O V E M E N T S FO R F I N A N C I N G P U R P O S E S $6 , 9 3 8 , 7 1 9 $ 2 1 2 , 6 8 1 $ 1 2 2 , 8 4 6 $ 3 3 1 , 5 5 4 $ 9 4 , 9 9 0 $ 9 2 , 1 0 3 TO T A L L E N G T H 3 0 , 7 5 3 1 , 0 9 1 1 , 0 9 1 1 , 5 6 6 1 , 5 6 6 6 3 8 6 3 8 PH A S E 1 6 E S T I M A T E D C O N S T R U C T I O N C O S T / L F EX C L U D I N G P R I V A T E C O S T & I N C L U D I N G S A N I T A R Y SE W E R & W A T E R M A I N I M P R O V E M E N T S $ 2 2 4 . 1 8 $ 1 6 2 . 4 5 $ 9 3 . 8 3 $ 1 7 6 . 4 3 $ 5 0 . 5 5 $ 1 2 0 . 3 0 PH A S E 1 5 L O W B I D C O N S T R U C T I O N C O S T / L F EX C L U D I N G P R I V A T E C O S T & I N C L U D I N G S A N I T A R Y SE W E R & W A T E R M A I N I M P R O V E M E N T S $1 8 6 . 3 3 Co m p a r e t o W i l s h i r e Bl v d $1 7 5 . 4 0 Co m p a r e t o W i l s h i r e Bl v d $8 9 . 2 6 Co m p a r e t o W i l s h i r e Bl v d $175.40Compare to Wilshire Blvd $89.26Compare to Crystal Local Ph 15 $139.62Compare to Crystal Local Ph 15 $22.85 PH A S E 1 6 v s . P H A S E 1 5 % C H A N G E C O N S T R U C T I O N CO S T / L F E X C L U D I N G P R I V A T E C O S T & I N C L U D I N G SA N I T A R Y S E W E R & W A T E R M A I N I M P R O V E M E N T S 20 . 3 % -7 . 4 % 5. 1 % 0.6%-43.4%-13.8%-100.0% PH A S E 1 6 E S T I M A T E D P R O J E C T C O S T / L F E X C L U D I N G PR I V A T E , S A N I T A R Y S E W E R & W A T E R M A I N IM P R O V E M E N T S $2 2 5 . 6 3 $1 9 4 . 9 4 $1 1 2 . 6 0 $211.72 $60.66 $144.36 PH A S E 1 5 P R O J E C T C O S T / L F E X C L U D I N G P R I V A T E , SA N I T A R Y S E W E R & W A T E R M A I N I M P R O V E M E N T S $2 0 9 . 9 2 Co m p a r e t o Wi l s h i r e Bl v d $2 1 0 . 4 7 Co m p a r e t o Wi l s h i r e Bl v d $1 0 7 . 1 1 Co m p a r e t o Wi l s h i r e Bl v d $210.47Compare to Wilshire Blvd $107.11Compare to Crystal Local Ph 15 $167.55Compare to Crystal Local Ph 15 $27.42 PH A S E 1 6 v s . P H A S E 1 5 % C H A N G E P R O J E C T C O S T / L F EX C L U D I N G P R I V A T E , S A N I T A R Y S E W E R & W A T E R MA I N I M P R O V E M E N T S 7. 5 % -7 . 4 % 5. 1 % 0.6%-43.4%-13.8%-100.0% Pa g e 5 o f 1 0 8.7 CR Y S T A L , M I N N E S O T A 20 1 6 - P H A S E 1 5 T W I N O A K S P A R K S T R E E T R E C O N S T R U C T I O N CI T Y P R O J E C T N O . 2 0 1 6 - 1 6 SE H N O . C R Y S T 1 3 7 7 2 6 Op i n i o n o f P r o b a b l e C o s t Da t e : Re v i s e d D a t e : A u g u s t 24 , 2 0 1 6 ; A ug u s t 29 , 2 0 1 6 ; S e p t e m b e r 1 2 , 2 0 1 6 P: \ A E \ C \ C r y s t \ 1 3 7 7 2 6 \ 4 - p r e l i m - d s g n - r p r t s \ 43 . 5 4 - Q t y s \ [ O p i n i o n C o s t & F i n a n c i n g P h 1 6 F e a s i b i l i t y R e p o r t . x l s x ] O p i n i o n C o s t 1 2 0 2 1 . 5 0 1 M O B I L I Z A T I O N L S 1 $4 7 6 , 3 1 2 . 4 5 $4 7 6 , 3 1 2 . 4 5 2 2 1 0 1 . 5 0 2 C L E A R I N G T R E E 61 $2 1 6 . 9 6 $1 3 , 2 8 3 . 9 8 3 2 1 0 1 . 5 0 2 C L E A R I N G - - S P E C I A L - - H A N D F O R M T R E E 23 $4 1 4 . 1 7 $9 , 7 2 3 . 6 8 4 2 1 0 1 . 5 0 7 G R U B B I N G T R E E 61 $1 2 7 . 8 7 $7 , 8 2 9 . 2 0 5 2 1 0 1 . 5 0 7 G R U B B I N G - - S P E C I A L - - H A N D F O R M T R E E 23 $3 5 6 . 1 9 $8 , 3 6 2 . 4 6 6 2 1 0 1 . 6 0 4 C L E A R A N D G R U B B R U S H S Q Y D 18 0 $1 2 . 9 4 $2 , 3 3 4 . 0 0 7 2 1 0 4 . 5 0 1 R E M O V E C O N C R E T E C U R B A N D G U T T E R L I N F T 9, 2 9 0 $2 . 6 9 $2 4 , 9 9 0 . 2 6 8 2 1 0 4 . 5 0 1 R E M O V E P I P E S T O R M S E W E R L I N F T 2, 9 2 0 $9 . 8 9 $2 8 , 8 7 8 . 8 0 9 2 1 0 4 . 5 0 1 R E M O V E S A N I T A R Y S E W E R P I P E L I N F T 1, 7 7 4 $7 . 8 5 $1 3 , 9 2 5 . 9 0 10 2 1 0 4 . 5 0 1 R E M O V E S A N I T A R Y S E R V I C E P I P E L I N F T 93 0 $5 . 2 6 $4 , 8 9 1 . 8 0 11 2 1 0 4 . 5 0 1 R E M O V E W A T E R S E R V I C E P I P E L I N F T 1, 0 5 0 $5 . 9 2 $6 , 2 1 6 . 0 0 12 2 1 0 4 . 5 0 1 R E M O V E W A T E R M A I N L I N F T 3, 0 7 4 $5 . 2 5 $1 6 , 1 3 8 . 4 0 13 2 1 0 4 . 5 0 3 R E M O V E R E T A I N I N G W A L L S Q F T 95 $7 . 9 8 $7 5 5 . 2 4 14 2 1 0 4 . 5 0 3 R E M O V E C O N C R E T E W A L K S Q F T 25 0 $0 . 6 0 $1 5 0 . 0 0 15 2 1 0 4 . 5 0 5 R E M O V E C O N C R E T E D R I V E W A Y A P R O N S Q Y D 1, 2 1 2 $6 . 4 1 $7 , 7 6 8 . 9 2 16 2 1 0 4 . 5 0 5 R E M O V E C O N C R E T E D R I V E W A Y P A V E M E N T S Q Y D 5, 3 0 7 $6 . 4 1 $3 4 , 0 1 7 . 8 7 17 2 1 0 4 . 5 0 5 R E M O V E B I T U M I N O U S D R I V E W A Y P A V E M E N T S Q Y D 8, 0 9 7 $3 . 8 1 $3 0 , 8 4 9 . 5 7 18 2 1 0 4 . 5 0 9 R E M O V E D R A I N A G E S T R U C T U R E E A C H 70 $4 5 2 . 5 5 $3 1 , 6 7 8 . 5 0 19 2 1 0 4 . 5 0 9 R E M O V E M A N H O L E E A C H 6 $7 0 0 . 0 0 $4 , 2 0 0 . 0 0 20 2 1 0 4 . 5 0 9 R E M O V E S A N I T A R Y C L E A N O U T E A C H 12 $7 5 . 0 0 $9 0 0 . 0 0 21 2 1 0 4 . 5 0 9 R E M O V E S A N I T A R Y C H I M N E Y E A C H 12 $3 5 0 . 0 0 $4 , 2 0 0 . 0 0 22 2 1 0 4 . 5 0 9 R E M O V E C I S T E R N E A C H 1 $8 0 8 . 8 0 $8 0 8 . 8 0 23 2 1 0 4 . 5 0 9 R E M O V E H Y D R A N T A N D G A T E V A L V E A S S E M B L Y E A C H 10 $4 9 8 . 1 9 $4 , 9 8 1 . 9 0 24 2 1 0 4 . 5 0 9 R E M O V E G A T E V A L V E & B O X E A C H 10 $1 2 5 . 0 0 $1 , 25 0 . 0 0 25 21 0 4 . 50 9 R E M O V E C U R B S T O P & B O X EA C H 37 $7 5 . 0 0 $2 , 7 7 5 . 0 0 26 2 1 0 4 . 5 1 1 S A W I N G C O N C R E T E P A V E M E N T ( F U L L D E P T H ) LI N F T 3, 1 8 4 $3 . 0 8 $9 , 8 0 6 . 7 2 27 2 1 0 4 . 5 1 3 S A W I N G B I T U M I N O U S P A V E M E N T ( F U L L D E P T H ) LI N F T 5, 3 4 5 $2 . 0 1 $1 0 , 7 4 3 . 4 5 28 2 1 0 4 . 5 2 1 S A L V A G E S P L I T R A I L F E N C E LI N F T 59 $1 3 . 6 1 $8 0 5 . 0 5 29 2 1 0 4 . 5 2 1 S A L V A G E C H A I N L I N K F E N C E LI N F T 18 9 $5 . 2 2 $9 8 8 . 0 6 30 2 1 0 4 . 5 2 1 S A L V A G E W O O D F E N C E LI N F T 59 $9 . 3 2 $5 5 1 . 2 9 31 2 1 0 4 . 5 2 3 S A L V A G E M A I L B O X EA C H 12 $6 2 . 1 3 $7 4 5 . 5 6 32 2 1 0 4 . 5 2 3 S A L V A G E C A S T I N G EA C H 70 $5 2 . 2 0 $3 , 6 5 4 . 0 0 33 2 1 0 4 . 5 2 3 S A L V A G E S I G N S - T Y P E S P E C I A L EA C H 51 $2 5 . 8 8 $1 , 3 1 1 . 7 8 34 2 1 0 4 . 5 2 3 S A L V A G E S I G N , T Y P E " C " EA C H 97 $2 5 . 8 8 $2 , 5 0 5 . 8 4 35 2 1 0 4 . 6 0 3 A B A N D O N S T O R M S E W E R LI N F T 80 0 $1 8 . 1 2 $1 4 , 4 9 6 . 0 0 36 2 1 0 4 . 6 0 3 R E M O V E A N D R E P L A C E C O N C R E T E C U R B A N D GU T T E R D E S I G N B 6 1 8 LI N F T $2 4 . 0 5 37 2 1 0 4 . 6 0 4 R E M O V E A N D R E P L A C E C O N C R E T E A P R O N SQ Y D $5 2 . 7 2 38 2 1 0 4 . 6 1 8 S A L V A G E B R I C K P A V E R S SQ F T 63 9 $5 . 8 7 $3 , 7 4 9 . 9 6 39 2 1 0 4 . 6 1 8 R E M O V E A N D R E P L A C E C O N C R E T E W A L K SQ F T 56 0 $5 . 9 3 $3 , 3 2 0 . 8 0 40 2 1 0 5 . 5 0 1 C O M M O N E X C A V A T I O N ( E V ) ( P ) CU Y D 33 , 4 6 1 $1 2 . 9 7 $4 3 3 , 9 8 8 . 7 3 41 2 1 0 5 . 5 0 1 C O M M O N E X C A V A T I O N - R A I N G A R D E N S CU Y D 27 2 $2 8 . 1 3 $7 , 6 5 4 . 0 7 42 2 1 0 5 . 5 0 1 P R I V A T E D R I V E W A Y W I D E N I N G E X C A V A T I O N CU Y D 30 4 $2 8 . 8 8 $8 , 7 8 0 . 6 2 43 2 1 0 5 . 5 0 7 S U B G R A D E E X C A V A T I O N CU Y D 3, 4 6 6 $1 . 1 9 $4 , 1 2 4 . 5 4 44 2 1 0 5 . 5 2 2 S E L E C T G R A N U L A R B O R R O W ( C V ) CU Y D 3, 1 2 3 $0 . 8 0 $2 , 4 9 8 . 4 0 45 2 1 0 5 . 5 2 3 C O M M O N B O R R O W ( C V ) ( P ) CU Y D 1, 0 3 6 $0 . 7 8 $8 0 8 . 4 6 46 2 1 0 5 . 5 4 3 S T A B I L I Z I N G A G G R E G A T E TO N 30 $3 8 . 3 8 $1 , 1 3 5 . 1 1 47 2 1 0 5 . 6 0 1 D E W A T E R I N G LS 1 $9 4 , 7 3 3 . 9 8 $1 1 2 , 0 7 2 . 8 7 48 2 1 0 5 . 6 0 2 P O T H O L E E X I S T I N G U T I L I T I E S EA C H 12 $4 4 0 . 9 3 $5 , 2 9 1 . 1 6 49 2 1 0 5 . 6 0 7 P R I V A T E D R I V E W A Y S U B G R A D E C O R R E C T I O N CU Y D 11 8 $3 5 . 8 3 $4 , 2 3 8 . 7 9 50 2 1 1 1 . 5 0 1 T E S T R O L L I N G RD S T A 32 8 $1 0 . 20 $3 , 3 4 2 . 0 4 A ug u s t 23 , 2 0 1 6 UN I T C O S T LI N E NO . TO T A L ES T I M A T E D CO S T IT E M N O . UN I T IT E M D E S C R I P T I O N TO T A L PR O J E C T QU A N T I T I E S do n o t s h o w t h e s e c o l u m n s d u r i n g f e a s i b i l i t y co m b i n e M S A w / l o c a l ES T C O S T E S T C O S T E S T C O S T E S T C O S T 0. 6 3 $ 3 0 0 , 0 7 7 0 . 1 1 $ 5 2 , 3 9 4 0 . 0 5 $ 2 3 , 8 1 6 0 . 1 1 $ 5 2 , 3 9 4 54 $ 1 1 , 8 0 7 22 $ 9 , 3 1 0 54 $ 6 , 9 5 9 22 $ 8 , 0 0 6 17 6 $ 2 , 2 8 1 8, 9 6 3 $ 2 4 , 1 1 1 1, 9 5 6 $ 1 9 , 3 4 5 1,774 $13,926 930 $4,892 1,050 $6,216 3,074 $16,138 95 $7 5 5 25 0 $1 5 0 1, 1 2 3 $ 7 , 1 9 8 4, 7 4 7 $ 3 0 , 4 2 8 7, 5 2 1 $ 2 8 , 6 5 5 52 $ 2 3 , 5 3 3 6 $4,200 12 $900 12 $4,200 1 $ 8 0 9 10 $4,982 10 $1,250 37 $2,775 2, 8 4 8 $ 8 , 7 7 2 4, 9 6 4 $ 9 , 9 7 8 59 $8 0 5 18 9 $9 8 8 59 $5 5 1 12 $7 4 6 52 $ 2 , 7 1 4 50 $1 , 2 8 6 96 $2 , 4 8 0 80 0 $ 1 4 , 4 9 6 63 9 $ 3 , 7 5 0 52 0 $ 3 , 0 8 4 29 , 6 4 5 $ 3 8 4 , 5 0 2 27 2 $ 7 , 6 5 4 30 4 $ 8 , 7 8 1 3, 0 4 9 $ 3 , 6 2 8 2, 7 4 7 $ 2 , 1 9 8 83 0 $6 4 8 30 $1 , 1 3 5 1 $112,073 12 $ 5 , 2 9 1 11 8 $ 4 , 2 3 9 29 6 $ 3 , 0 1 7 SANITARY SEWER CR Y S T A L LO C A L WATER MAIN ST O R M S E W E R - L O C A L ON L Y ST R E E T Pa g e 6 o f 1 0 8.7 UN I T C O S T LI N E NO . TO T A L ES T I M A T E D CO S T IT E M N O . UN I T IT E M D E S C R I P T I O N TO T A L PR O J E C T QU A N T I T I E S 51 2 1 2 3 . 5 0 1 C O M M O N L A B O R E R S HO U R 96 $6 7 . 1 3 $6 , 4 2 0 . 4 6 52 2 1 2 3 . 5 0 7 3 . 0 C U Y D S H O V E L HO U R 25 $1 6 4 . 4 8 $4 , 0 5 6 . 1 7 53 2 1 2 3 . 6 0 4 T I L L B O U L E V A R D S U B G R A D E SQ Y D 35 5 $2 . 5 9 $9 1 9 . 2 1 54 2 1 2 3 . 6 1 0 S T R E E T S W E E P E R ( W I T H P I C K U P B R O O M ) HO U R 17 0 $1 2 6 . 5 5 $2 1 , 5 4 3 . 9 3 55 2 1 3 0 . 5 0 1 W A T E R F O R D U S T C O N T R O L M G A L S 1, 8 0 3 $2 5 . 3 7 $4 5 , 7 3 1 . 8 3 56 2 2 1 1 . 5 0 1 A G G R E G A T E B A S E , C L A S S 5 TO N 14 , 7 7 6 $1 3 . 1 4 $1 9 4 , 1 5 6 . 6 4 57 2 2 1 1 . 6 0 1 A G G R E G A T E B A S E H A N D L I N G , C L A S S 7 LS 1 $5 4 , 1 3 7 . 1 0 $5 4 , 1 3 7 . 1 0 58 2 2 1 1 . 6 0 7 A G G R E G A T E B A S E P L A C E D , C L A S S 7 ( C V ) CU Y D 11 , 1 0 1 $4 . 1 1 $4 5 , 6 2 5 . 1 1 59 2 2 3 1 . 6 0 4 B I T U M I N O U S P A V E M E N T B R E A K U P R E P A I R SQ Y D 40 2 $5 1 . 0 2 $2 0 , 5 2 1 . 7 4 60 2 2 3 2 . 5 0 1 M I L L B I T U M I N O U S S U R F A C E ( 1 . 5 " ) SQ Y D 72 8 $4 . 7 2 $3 , 4 3 3 . 8 9 61 2 2 3 2 . 5 0 1 M I L L B I T U M I N O U S S U R F A C E ( 2 . 0 " ) SQ Y D 1, 5 0 0 $0 . 9 0 $1 , 3 5 0 . 0 0 62 2 3 0 1 . 5 3 8 T I E B A R EA C H 33 8 $9 . 4 5 $3 , 1 9 5 . 5 5 63 2 3 0 1 . 6 0 4 P R I V A T E D R I V E W A Y C O N C R E T E P A V I N G SQ Y D 5, 9 1 5 $5 6 . 9 2 $3 3 6 , 6 8 9 . 5 3 64 2 3 3 1 . 6 0 3 S A W A N D S E A L T R A N S V E R S E C R A C K C O N T R O L JO I N T S LI N F T 23 , 3 4 1 $2 . 4 8 $5 7 , 8 8 6 . 8 7 65 2 3 3 1 . 6 0 4 A G G R E G A T E B A S E , C L A S S 7 , F U L L D E P T H R E C Y C L E D PR O D U C T I O N SQ Y D 91 , 7 2 3 $1 . 2 2 $1 1 1 , 9 0 2 . 0 6 66 2 3 5 7 . 5 0 2 B I T U M I N O U S M A T E R I A L F O R T A C K C O A T GA L S 4, 5 9 4 $2 . 9 6 $1 3 , 5 9 8 . 2 4 67 2 3 6 0 . 5 0 1 T Y P E S P W E B 2 4 0 C W E A R I N G C O U R S E M I X T U R E TO N 9, 2 2 4 $5 8 . 8 9 $5 4 3 , 2 0 1 . 3 6 68 2 3 6 0 . 5 0 2 T Y P E L V N W 3 5 0 3 0 B N O N W E A R I N G C O U R S E M I X T U R E T O N 9, 5 0 9 $4 8 . 3 0 $4 5 9 , 2 8 4 . 7 0 69 2 3 6 0 . 5 0 3 2 . 5 I N . W E A R I N G C O U R S E M I X T U R E F O R D R I V E W A Y S S Q Y D 8, 9 0 7 $2 6 . 1 6 $2 3 2 , 9 9 9 . 2 7 70 2 3 6 0 . 5 0 3 P R I V A T E D R I V E W A Y B I T U M I N O U S P A V I N G SQ Y D 2, 9 5 8 $3 5 . 7 4 $1 0 5 , 7 0 3 . 4 8 71 2 4 0 2 . 6 0 3 S T E E L H A N D R A I L LI N F T 35 $1 6 3 . 1 7 $5 , 7 9 1 . 0 4 72 2 4 1 1 . 6 0 3 C O N C R E T E S T E P S LI N F T 59 $4 8 . 3 6 $2 , 8 6 0 . 5 6 73 2 4 1 1 . 6 1 8 M O D U L A R B L O C K R E T A I N I N G W A L L SQ F T 47 $4 6 . 9 3 $2 , 2 2 0 . 7 8 74 2 4 1 1 . 6 1 8 A D J U S T R E T A I N I N G W A L L SQ F T 46 1 $1 8 . 7 7 $8 , 6 6 0 . 1 1 75 2 4 5 1 . 6 0 7 R E P L A C E M E N T B A C K F I L L ( M n / D O T 3 1 4 9 . 2 D ) ( C V ) CU Y D 15 9 $2 0 . 49 $3 , 2 6 1 . 01 76 24 5 1 . 6 0 9 C R U S H E D R O C K P I P E F O U N D A T I O N TO N 33 9 $3 8 . 7 2 $1 3 , 1 3 1 . 9 4 77 2 4 5 2 . 6 0 1 S T E E L S H E E T P I L I N G LS 1 $7 5 , 0 0 0 . 0 0 $7 5 , 0 0 0 . 0 0 78 2 5 0 2 . 5 2 1 4 - I N C H P V C S D R 3 5 C R O S S I N G LI N F T 59 $1 2 . 9 9 $7 6 8 . 3 8 79 25 0 2 . 5 4 1 24 " P E R F P E P I P E D R A I N ( S M O O T H ) - T Y P E D E E P IN F I L T R A T I O N - T R I T O N S Y S T E M LI N F T 1, 2 0 0 $8 9 . 2 1 $1 0 7 , 0 5 2 . 0 0 80 2 5 0 2 . 5 4 1 4 - I N C H P E C O R R U G A T E D P E R F O R A T E D P I P E D R A I N WI T H S O C K LI N F T 2, 6 5 0 $7 . 7 9 $2 0 , 6 4 3 . 5 0 81 2 5 0 2 . 6 0 2 P E S U M P B O X EA C H 16 $1 8 6 . 3 6 $2 , 9 7 6 . 3 3 82 2 5 0 2 . 6 0 2 C O N N E C T 4 - I N C H P V C O R P E R F P E T O S T O R M S E W E R E A C H 11 $1 1 3 . 8 6 $1 , 2 1 9 . 3 2 83 2 5 0 3 . 5 4 1 1 2 - I N C H R C P I P E S E W E R , D E S I G N 3 0 0 6 , C L A S S V LI N F T 2, 3 9 7 $3 4 . 2 8 $8 2 , 1 6 9 . 1 6 84 2 5 0 3 . 5 4 1 1 5 - I N C H R C P I P E S E W E R , D E S I G N 3 0 0 6 , C L A S S V LI N F T 4, 1 7 5 $3 6 . 0 5 $1 5 0 , 5 0 8 . 7 5 85 2 5 0 3 . 5 4 1 1 8 - I N C H R C P I P E S E W E R , D E S I G N 3 0 0 6 , C L A S S V LI N F T 65 8 $3 8 . 0 0 $2 5 , 0 0 4 . 0 0 86 2 5 0 3 . 5 4 1 2 1 - I N C H R C P I P E S E W E R , D E S I G N 3 0 0 6 , C L A S S I I I LI N F T $3 8 . 6 3 87 2 5 0 3 . 5 4 1 2 4 - I N C H R C P I P E S E W E R , D E S I G N 3 0 0 6 , C L A S S I I I LI N F T 80 6 $3 9 . 5 8 $3 1 , 9 0 1 . 4 8 88 2 5 0 3 . 5 4 1 2 7 - I N C H R C P I P E S E W E R , D E S I G N 3 0 0 6 , C L A S S I I I LI N F T 72 $4 5 . 6 0 $3 , 2 8 3 . 2 0 89 2 5 0 3 . 5 4 1 3 0 - I N C H R C P I P E S E W E R , D E S I G N 3 0 0 6 , C L A S S I I I LI N F T $5 1 . 4 8 90 2 5 0 3 . 5 4 1 1 2 - I N C H S T O R M S E W E R P I P E LI N F T 1, 0 0 0 $3 0 . 6 9 $3 0 , 6 9 0 . 0 0 91 2 5 0 3 . 5 4 1 1 5 - I N C H S T O R M S E W E R P I P E LI N F T 10 $3 2 . 2 1 $3 2 2 . 1 0 92 2 5 0 3 . 5 4 1 1 8 - I N C H S T O R M S E W E R P I P E LI N F T 20 0 $3 5 . 6 4 $7 , 1 2 8 . 0 0 93 2 5 0 3 . 5 4 1 2 1 - I N C H S T O R M S E W E R P I P E LI N F T 10 0 $3 9 . 8 9 $3 , 9 8 9 . 0 0 94 2 5 0 3 . 5 4 1 2 4 - I N C H S T O R M S E W E R P I P E LI N F T 30 0 $4 0 . 0 7 $1 2 , 0 2 1 . 0 0 95 2 5 0 3 . 5 4 1 2 7 - I N C H S T O R M S E W E R P I P E LI N F T 50 $4 8 . 7 6 $2 , 4 3 8 . 0 0 96 2 5 0 3 . 5 4 1 3 0 - I N C H S T O R M S E W E R P I P E LI N F T 50 $5 3 . 9 5 $2 , 6 9 7 . 5 0 97 2 5 0 3 . 6 0 1 T E M P O R A R Y C O N V E Y A N C E O F W A S T E W A T E R LS 1 $1 0 0 , 0 0 0 . 0 0 $1 0 0 , 0 0 0 . 0 0 98 2 5 0 3 . 6 0 2 B U L K H E A D P I P E / S T R U C T U R E EA C H 5 $3 1 6 . 0 8 $1 , 5 8 0 . 4 0 99 2 5 0 3 . 6 0 2 C O N N E C T T O E X I S T I N G S T O R M S E W E R EA C H 49 $7 1 5 . 4 1 $3 5 , 0 5 5 . 0 9 10 0 2 5 0 3 . 6 0 2 C O N N E C T T O E X I S T I N G S A N I T A R Y S E W E R EA C H 4 $5 9 8 . 9 9 $2 , 3 9 5 . 9 6 10 1 2 5 0 3 . 6 0 2 C O N N E C T T O E X I S T I N G S A N I T A R Y S E W E R M A N H O L E E A C H 1 $1 , 0 9 7 . 5 4 $1 , 0 9 7 . 5 4 10 2 2 5 0 3 . 6 0 2 E X P O S E & R E P A I R 4 " S A N I T A R Y S E W E R S E R V I C E CO N N E C T I O N ( < 1 3 ' D E P T H ) EA C H 10 5 $1 , 9 0 6 . 5 8 $2 0 0 , 7 4 2 . 6 9 10 3 2 5 0 3 . 6 0 2 E X P O S E & R E P A I R 4 " S A N I T A R Y S E W E R S E R V I C E CO N N E C T I O N ( ≥ 1 3 ' D E P T H ) EA C H 18 $2 , 23 1 . 1 5 $3 9 , 5 9 2 . 67 10 4 2 5 0 3 . 6 0 2 E X P O S E & R E P A I R 6 " S A N I T A R Y S E W E R S E R V I C E CO N N E C T I O N ( < 1 3 ' D E P T H ) EA C H 2 $2 , 0 1 0 . 1 7 $4 , 7 5 6 . 1 7 ES T C O S T E S T C O S T E S T C O S T E S T C O S T SANITARY SEWER CR Y S T A L LO C A L WATER MAIN ST O R M S E W E R - L O C A L ON L Y ST R E E T 95 $6 , 3 5 3 24 $3 , 8 9 2 35 5 $9 1 9 15 4 $ 1 9 , 4 6 3 1, 6 5 6 $ 4 2 , 0 1 9 9, 7 0 8 $ 1 2 7 , 5 6 3 0. 9 0 $ 4 8 , 7 2 3 10 , 8 7 1 $ 4 4 , 6 7 9 40 2 $ 2 0 , 5 2 2 71 1 $ 3 , 3 5 6 1, 5 0 0 $ 1 , 3 5 0 19 9 $ 1 , 8 7 8 5, 9 1 5 $ 3 3 6 , 6 9 0 20 , 7 0 3 $ 5 1 , 3 4 3 81 , 2 9 8 $ 9 9 , 1 8 4 4, 0 2 7 $ 1 1 , 9 2 0 7, 1 5 2 $ 4 2 1 , 1 8 1 9, 2 8 5 $ 4 4 8 , 4 6 6 8, 2 7 3 $ 2 1 6 , 4 2 4 2, 9 5 8 $ 1 0 5 , 7 0 3 35 $5 , 7 9 1 59 $2 , 8 6 1 47 $2 , 2 2 1 46 1 $ 8 , 6 6 0 59 $1 , 2 1 2 1 0 0 $ 2 , 0 4 9 59 $2 , 2 9 0 180 $6,970 100 $3,872 1 $75,000 59 $7 6 8 1, 2 0 0 $ 1 0 7 , 0 5 2 2, 4 5 0 $ 1 9 , 0 8 6 16 $2 , 9 7 6 9 $1 , 0 7 8 1, 2 5 0 $ 4 2 , 8 5 0 4, 1 5 9 $ 1 4 9 , 9 3 2 10 4 $ 3 , 9 5 2 80 6 $ 3 1 , 9 0 1 32 $ 1 , 4 5 9 1, 0 0 0 $ 3 0 , 6 9 0 10 $ 3 2 2 20 0 $ 7 , 1 2 8 10 0 $ 3 , 9 8 9 30 0 $ 1 2 , 0 2 1 50 $ 2 , 4 3 8 50 $ 2 , 6 9 8 1 $100,000 4 $ 1 , 2 6 4 39 $ 2 7 , 9 0 1 4 $2,396 1 $1,098 105 $200,743 18 $39,593 2 $4,756 Pa g e 7 o f 1 0 8.7 UN I T C O S T LI N E NO . TO T A L ES T I M A T E D CO S T IT E M N O . UN I T IT E M D E S C R I P T I O N TO T A L PR O J E C T QU A N T I T I E S 10 5 2 5 0 3 . 6 0 2 E X P O S E & R E P A I R 6 " S A N I T A R Y S E W E R S E R V I C E CO N N E C T I O N ( ≥ 1 3 ' D E P T H ) EA C H 2 $2 , 1 4 4 . 7 8 $5 , 0 7 4 . 6 7 10 6 2 5 0 3 . 6 0 2 E X P O S E & R E P A I R S A N I T A R Y S E W E R S E R V I C E W I T H EX I S T I N G P V C S L E E V E EA C H 5 $1 , 5 6 6 . 7 7 $7 , 4 1 4 . 1 3 10 7 2 5 0 3 . 6 0 2 E X P O S E & R E P A I R S A N I T A R Y S E W E R S E R V I C E W Y E E A C H 15 $9 8 0 . 7 3 $1 5 , 0 8 2 . 9 9 10 8 2 5 0 3 . 6 0 2 E X P O S E & R E P A I R D O U B L E S A N I T A R Y S E W E R SE R V I C E C O N N E C T I O N W I T H S A D D L E EA C H 2 $2 , 7 3 6 . 0 9 $6 , 4 7 3 . 7 4 10 9 2 5 0 3 . 6 0 2 E X P O S E & R E P A I R S A N I T A R Y S E W E R S E R V I C E CO N N E C T I O N F R O M E X I S T I N G C H I M N E Y EA C H 12 $2 , 1 0 4 . 4 9 $2 4 , 8 9 6 . 6 9 11 0 2 5 0 3 . 6 0 2 A D J U S T S A N I T A R Y S E W ER S E R V I C E C L E A N O U T EA C H 5 $2 0 7 . 0 8 $9 7 9 . 9 3 11 1 2 5 0 3 . 6 0 2 1 0 " x 4 " P V C W Y E , S C H E D U L E 4 0 EA C H 31 $1 9 6 . 2 6 $6 , 0 8 4 . 0 6 11 2 2 5 0 3 . 6 0 2 1 0 " x 6 " P V C W Y E , S C H E D U L E 4 0 EA C H 2 $2 4 7 . 3 3 $5 8 5 . 2 0 11 3 2 5 0 3 . 6 0 2 8 " x 6 " P V C D O U B L E C O M B I N A T I O N W Y E , S C H E D U L E 4 0 E A C H 2 $5 4 1 . 0 1 $1 , 2 8 0 . 0 6 11 4 2 5 0 3 . 6 0 2 6 " C L E A N - O U T A S S E M B L Y EA C H 4 $6 0 0 . 0 0 $2 , 4 0 0 . 0 0 11 5 2 5 0 3 . 6 0 2 C O N N E C T T O E X I S T I N G S A N I T A R Y S E W E R S E R V I C E E A C H 31 $1 2 5 . 0 0 $3 , 8 7 5 . 0 0 11 6 2 5 0 3 . 6 0 3 8 " P V C S A N I T A R Y S E W E R P I P E S D R 2 6 LI N F T 15 0 $4 0 . 0 0 $6 , 0 0 0 . 0 0 11 7 2 5 0 3 . 6 0 3 1 0 " P V C S A N I T A R Y S E W E R P I P E S D R 2 6 LI N F T 1, 6 5 3 $4 5 . 0 0 $7 4 , 3 8 5 . 0 0 11 8 2 5 0 3 . 6 0 3 L I N I N G S E W E R P I P E 1 0 " LI N F T 50 $1 2 5 . 0 0 $6 , 2 5 0 . 0 0 11 9 2 5 0 3 . 6 0 3 4 " S A N I T A R Y S E R V I C E P I P E S C H 4 0 LI N F T 93 0 $3 3 . 2 8 $3 0 , 9 5 0 . 4 0 12 0 2 5 0 3 . 6 0 3 6 " S A N I T A R Y S E R V I C E P I P E S C H 4 0 LI N F T 60 $3 0 . 6 2 $1 , 8 3 7 . 2 0 12 1 2 5 0 3 . 6 0 3 R E M O V E & R E P L A C E 4 I N C H S A N I T A R Y S E W E R SE R V I C E P I P E LI N F T 71 $4 3 . 8 4 $3 , 1 1 1 . 8 3 12 2 2 5 0 3 . 6 0 3 R E M O V E & R E P L A C E 6 I N C H S A N I T A R Y S E W E R SE R V I C E P I P E LI N F T 35 $4 9 . 9 6 $1 , 7 7 3 . 1 2 12 3 2 5 0 3 . 6 0 4 2 - I N C H R I G I D I N S U L A T I O N SQ Y D 17 7 $3 0 . 2 9 $5 , 3 7 5 . 0 8 12 4 2 5 0 4 . 6 0 1 T E M P O R A R Y W A T E R S E R V I C E LS 1 $2 7 , 0 9 9 . 0 4 $3 2 , 0 5 8 . 9 0 12 5 2 5 0 4 . 6 0 2 O F F S E T E X I S T I N G W A T E R M A I N EA C H 1 $3 , 9 4 4 . 9 4 $3 , 9 4 4 . 9 4 12 6 2 5 0 4 . 6 0 2 R E L O C A T E H Y D R A N T EA C H 5 $7 , 4 6 6 . 9 1 $3 5 , 33 4 . 2 3 12 7 25 0 4 . 60 2 I N S T A L L H Y D R A N T , G A T E V A L V E A N D 6 - I N C H D I P C L 5 2 AS S E M B L Y EA C H 12 $7 , 4 8 4 . 5 1 $8 9 , 8 1 4 . 1 2 12 8 2 5 0 4 . 6 0 2 6 " G A T E V A L V E & B O X EA C H 3 $1 , 8 5 0 . 0 0 $5 , 5 5 0 . 0 0 12 9 2 5 0 4 . 6 0 2 8 " G A T E V A L V E & B O X EA C H 10 $2 , 5 0 0 . 0 0 $2 5 , 0 0 0 . 0 0 13 0 2 5 0 4 . 6 0 2 1 " C O R P O R A T I O N S T O P EA C H 37 $3 5 0 . 0 0 $1 2 , 9 5 0 . 0 0 13 1 2 5 0 4 . 6 0 2 2 " C O R P O R A T I O N S T O P EA C H 1 $6 8 6 . 9 9 $8 1 2 . 7 3 13 2 2 5 0 4 . 6 0 2 1 " C U R B S T O P A N D B O X EA C H 37 $3 7 5 . 0 0 $1 3 , 8 7 5 . 0 0 13 3 2 5 0 4 . 6 0 2 2 " C U R B S T O P A N D B O X EA C H 1 $7 7 3 . 9 7 $9 1 5 . 6 3 13 4 2 5 0 4 . 6 0 2 A D J U S T G A T E V A L V E B O X EA C H 91 $3 2 5 . 6 4 $2 9 , 6 6 9 . 0 1 13 5 2 5 0 4 . 6 0 2 A D J U S T C U R B S T O P B O X EA C H 7 $1 1 3 . 2 4 $8 0 3 . 8 0 13 6 2 5 0 4 . 6 0 2 R E P A I R G A T E V A L V E A N D B O X EA C H 7 $7 0 9 . 3 9 $5 , 0 3 5 . 3 7 13 7 2 5 0 4 . 6 0 2 R E P A I R G A T E V A L V E - B O X O N L Y EA C H 41 $5 1 8 . 8 5 $2 1 , 4 8 3 . 4 8 13 8 2 5 0 4 . 6 0 2 R E P L A C E C U R B S T O P B O X EA C H 2 $4 5 7 . 6 5 $1 , 0 8 2 . 8 2 13 9 2 5 0 4 . 6 0 2 R E P A I R C U R B S T O P B O X EA C H 7 $3 8 3 . 5 0 $2 , 7 2 2 . 1 5 14 0 2 5 0 4 . 6 0 2 C O N N E C T T O E X I S T I N G W A T E R M A I N EA C H 5 $1 , 2 0 0 . 0 0 $6 , 0 0 0 . 0 0 14 1 2 5 0 4 . 6 0 3 W A T E R M A I N S E R V I C E I N S U L A T I O N LI N F T 59 $3 7 . 4 4 $2 , 2 1 4 . 6 3 14 2 2 5 0 4 . 6 0 3 H Y D R A N T R I S E R LI N F T 5 $6 4 2 . 1 3 $3 , 0 3 8 . 6 3 14 3 2 5 0 4 . 6 0 3 1 " T Y P E K C O P P E R S E R V I C E P I P E LI N F T 1, 0 5 0 $2 9 . 1 7 $3 0 , 6 2 8 . 5 0 14 4 2 5 0 4 . 6 0 3 2 " T Y P E K C O P P E R S E R V I C E P I P E LI N F T 30 $3 8 . 1 6 $1 , 1 2 8 . 6 1 14 5 2 5 0 4 . 6 0 3 6 " W A T E R M A I N D U C T I L E I R O N C L 5 2 LI N F T 71 $4 1 . 0 0 $2 , 9 1 0 . 2 5 14 6 2 5 0 4 . 6 0 3 8 " W A T E R M A I N D U C T I L E I R O N C L 5 2 LI N F T 3, 0 0 3 $4 6 . 0 0 $1 3 8 , 1 3 8 . 0 0 14 7 2 5 0 4 . 6 0 8 D U C T I L E I R O N F I T T I N G S LI N F T 1, 0 0 1 $6 . 0 0 $6 , 0 0 6 . 0 0 14 8 2 5 0 6 . 5 0 1 C O N S T R U C T D R A I N A G E S T R U C T U R E , D E S I G N B LI N F T 97 . 0 $3 7 4 . 2 2 $3 6 , 2 9 9 . 3 4 14 9 2 5 0 6 . 5 0 1 C O N S T R U C T D R A I N A G E S T R U C T U R E , D E S I G N C LI N F T 11 1 . 0 $4 9 0 . 3 6 $5 4 , 4 2 9 . 9 6 15 0 2 5 0 6 . 5 0 1 C O N S T R U C T D R A I N A G E S T R U C T U R E , D E S I G N D LI N F T 10 . 0 $6 2 8 . 1 2 $6 , 2 8 1 . 2 0 15 1 2 5 0 6 . 5 0 1 C O N S T R U C T D R A I N A G E S T R U C T U R E , D E S I G N E LI N F T 10 . 0 $7 0 9 . 78 $7 , 0 9 7 . 80 15 2 25 0 6 . 5 0 1 C O N S T R U C T D R A I N A G E S T R U C T U R E , D E S I G N X LI N F T 25 6 . 4 $ 2 6 5 . 5 7 $ 6 8 , 0 9 2 . 1 5 15 3 2 5 0 6 . 5 0 1 C O N S T R U C T D R A I N A G E S T R U C T U R E , D E S I G N Y L I N F T 15 8 . 2 $3 9 1 . 2 1 $6 1 , 8 8 9 . 4 2 15 4 2 5 0 6 . 5 1 6 C A S T I N G A S S E M B L Y R - 1 7 3 3 E A C H 48 $1 , 0 6 6 . 8 1 $5 1 , 2 0 6 . 8 8 15 5 2 5 0 6 . 5 1 6 C A S T I N G A S S E M B L Y R - 1 7 3 3 - 1 ( S E L F S E A L L I D ) E A C H 17 $1 , 0 9 9 . 7 0 $1 8 , 2 1 3 . 6 5 15 6 2 5 0 6 . 5 1 6 C A S T I N G A S S E M B L Y R - 3 0 6 7 - V E A C H 14 6 $5 8 6 . 9 6 $8 5 , 6 9 6 . 1 6 15 7 2 5 0 6 . 5 1 6 C A S T I N G A S S E M B L Y R - 3 2 9 0 A E A C H 1 $6 6 7 . 6 9 $6 6 7 . 6 9 15 8 2 5 0 6 . 5 2 2 A D J U S T F R A M E A N D R I N G C A S T I N G E A C H 97 $1 , 1 0 8 . 9 4 $1 0 7 , 1 8 8 . 9 4 15 9 2 5 0 6 . 6 0 1 I N F I L T R A T I O N S Y S T E M L S 1 $1 0 0 , 0 0 0 . 0 0 $1 0 0 , 0 0 0 . 0 0 16 0 2 5 0 6 . 6 0 2 R E C O N S T R U C T M A N H O L E E A C H 20 $1 , 6 6 6 . 8 1 $3 3 , 1 3 8 . 7 8 16 1 2 5 0 6 . 6 0 2 C O N S T R U C T S A N I T A R Y S E W E R M A N H O L E E A C H 6 $2 , 5 0 0 . 0 0 $1 5 , 0 0 0 . 0 0 ES T C O S T E S T C O S T E S T C O S T E S T C O S T SANITARY SEWER CR Y S T A L LO C A L WATER MAIN ST O R M S E W E R - L O C A L ON L Y ST R E E T 2 $5,075 5 $7,414 15 $15,083 2 $6,474 12 $24,897 5 $980 31 $6,084 2 $585 2 $1,280 4 $2,400 31 $3,875 150 $6,000 1,653 $74,385 50 $6,250 930 $30,950 60 $1,837 71 $3,112 35 $1,773 177 $5,375 1 $32,059 1 $ 3 , 9 4 5 5 $35,334 12 $89,814 3 $5,550 10 $25,000 37 $12,950 1 $813 37 $13,875 1 $916 83 $ 2 6 , 9 6 7 7 $804 7 $5,035 41 $21,483 2 $1,083 7 $2,722 5 $6,000 59 $2,215 5 $3,039 1,050 $30,629 30 $1,129 71 $2,910 3,003 $138,138 1,001 $6,006 73 . 0 $ 2 7 , 3 1 8 64 . 0 $ 3 1 , 3 8 3 10 . 0 $ 6 , 2 8 1 10 . 0 $ 7 , 0 9 8 21 0 . 8 $ 5 5 , 9 8 2 12 0 . 2 $ 4 7 , 0 2 3 35 $ 3 7 , 3 3 8 6 $ 6 , 4 0 1 17 $18,214 12 6 $ 7 3 , 9 5 7 1 $ 6 6 8 86 $ 9 5 , 7 6 9 2 $ 2 , 2 1 8 1 $ 1 0 0 , 0 0 0 17 $ 2 7 , 6 0 6 6 $15,000 Pa g e 8 o f 1 0 8.7 UN I T C O S T LI N E NO . TO T A L ES T I M A T E D CO S T IT E M N O . UN I T IT E M D E S C R I P T I O N TO T A L PR O J E C T QU A N T I T I E S 16 2 2 5 0 6 . 6 0 3 C O N S T R U C T S A N I T A R Y S E W E R M A N H O L E ( E X T R A L I N F T 70 $3 0 0 . 0 0 $2 1 , 0 0 0 . 0 0 16 3 2 5 0 6 . 6 0 3 C O N S T R U C T 1 0 " O U T S I D E D R O P L I N F T 10 $1 0 0 . 0 0 $1 , 0 0 0 . 0 0 16 4 2 5 1 1 . 5 1 5 G E O T E X T I L E F I L T E R T Y P E V ( W O V E N ) S Q Y D 1, 0 3 6 $1 . 4 6 $1 , 5 1 2 . 5 6 16 5 2 5 1 1 . 5 1 5 G E O T E X T I L E F I L T E R T Y P E V I ( M O D I F I E D ) S Q Y D 59 $7 . 9 0 $4 6 7 . 3 0 16 6 2 5 2 1 . 5 0 1 4 - I N C H C O N C R E T E W A L K S Q F T $ 3 . 4 7 16 7 2 5 2 1 . 5 0 1 6 - I N C H C O N C R E T E W A L K - PE D E S T R I A N C U R B R A M P S S Q F T 1, 0 5 0 $7 . 9 8 $8 , 3 7 9 . 0 0 16 8 2 5 2 1 . 5 1 1 3 . 0 " B I T U M I N O U S T R A I L S Q Y D 17 $4 3 . 8 9 $7 3 1 . 5 0 16 9 2 5 3 1 . 5 0 1 C O N C R E T E C U R B A N D G U T T E R , D E S I G N B 6 1 8 L I N F T 60 , 5 2 2 $9 . 9 4 $6 0 1 , 5 8 9 . 8 7 17 0 2 5 3 1 . 5 0 1 C O N C R E T E C U R B A N D G U T T E R , D E S I G N B 6 1 8 - H A N D FO R M LI N F T 47 7 $1 7 . 6 0 $8 , 3 8 8 . 0 1 17 1 2 5 3 1 . 5 0 7 6 - I N C H C O N C R E T E D R I V E W A Y P A V E M E N T S Q Y D 4, 7 7 6 $4 6 . 6 5 $2 2 2 , 8 1 4 . 4 0 17 2 2 5 3 1 . 5 0 7 8 - I N C H C O N C R E T E D R I V E W A Y P A V E M E N T S Q Y D 26 $6 0 . 3 0 $1 , 5 6 9 . 4 0 17 3 2 5 3 1 . 6 0 3 S U R F A C E T R E A T M E N T - E X I S T I N G C O N C R E T E C U R B AN D G U T T E R LI N F T $0 . 5 3 17 4 2 5 3 1 . 6 0 4 7 - I N C H C O N C R E T E V A L L E Y G U T T E R S Q Y D 29 8 $6 4 . 2 2 $1 9 , 1 4 5 . 4 5 17 5 2 5 3 1 . 6 1 8 T R U N C A T E D D O M E S S Q F T 84 $4 4 . 6 4 $3 , 7 4 9 . 7 6 17 6 2 5 4 0 . 6 0 2 I N S T A L L S A L V A G E D M A I L B O X E A C H 12 $4 1 . 4 2 $4 9 7 . 0 4 17 7 2 5 4 0 . 6 1 8 I N S T A L L S A L V A G E D B R I C K P A V E R S S Q F T 63 9 $1 0 . 4 3 $6 , 6 6 3 . 0 5 17 8 2 5 5 7 . 6 0 3 I N S T A L L S A L V A G E D S P L I T R A I L F E N C E L I N F T 59 $1 6 . 5 7 $9 8 0 . 1 4 17 9 2 5 5 7 . 6 0 3 I N S T A L L S A L V A G E D C H A I N L I N K F E N C E L I N F T 18 9 $1 2 . 4 3 $2 , 3 5 2 . 8 0 18 0 2 5 5 7 . 6 0 3 I N S T A L L S A L V A G E D W O O D F E N C E L I N F T 59 $2 4 . 3 3 $1 , 4 3 9 . 1 5 18 1 2 5 6 3 . 6 0 1 T R A F F I C C O N T R O L L S 1 $1 6 , 4 6 3 . 1 2 $1 6 , 4 6 3 . 1 2 18 2 2 5 6 4 . 5 3 1 F U R N I S H A N D I N S T A L L S I G N P A N E L S , T Y P E " C " S Q F T 30 4 . 7 1 $3 1 . 0 6 $9 , 4 6 4 . 3 9 18 3 2 5 6 4 . 5 3 7 I N S T A L L S A L V A G E D S I G N S , T Y P E " C " E A C H 20 $1 0 3 . 5 5 $2 , 0 6 3 . 5 9 18 4 2 5 6 4 . 6 0 2 F U R N I S H A N D I N S T A L L S I G N P A N E L S , T Y P E S P E C I A L DE S I G N A EA C H 39 $2 3 2 . 9 6 $9 , 0 9 4 . 7 3 18 5 2 5 6 4 . 6 0 2 F U R N I S H A N D I N S T A L L S I G N P A N E L S , T Y P E S P E C I A L DE S I G N B EA C H 12 $2 5 8 . 8 6 $3 , 0 6 2 . 3 8 18 6 2 5 7 1 . 5 0 2 A U T U M N G O L D G I N K G O 2 - I N C H B A N D B TR E E 5 $4 1 5 . 52 $1 , 9 6 6 . 29 18 7 25 7 1 . 5 0 2 A U T U M N S P L E N D O R B U C K E Y E 2 - I N C H B A N D B TR E E 6 $4 1 5 . 5 2 $2 , 4 5 7 . 8 6 18 8 2 5 7 1 . 5 0 2 R E D O A K 2 - I N C H B A N D B TR E E 5 $4 1 5 . 5 2 $1 , 9 6 6 . 2 9 18 9 2 5 7 1 . 5 0 2 B U R O A K 2 - I N C H B A N D B TR E E 6 $4 1 5 . 5 2 $2 , 4 5 7 . 8 6 19 0 2 5 7 1 . 5 0 2 C O M M O N H A C K B E R R Y 2 - I N C H B A N D B TR E E 5 $4 1 5 . 5 2 $1 , 9 6 6 . 2 9 19 1 2 5 7 1 . 5 0 2 K E N T U C K Y C O F F E E T R E E 2 - I N C H B A N D B TR E E 6 $4 1 5 . 5 2 $2 , 4 5 7 . 8 6 19 2 2 5 7 1 . 5 0 2 S I L V E R L I N D E N 2 - I N C H B A N D B TR E E 5 $4 1 5 . 5 2 $1 , 9 6 6 . 2 9 19 3 2 5 7 1 . 5 0 2 T R I U M P H E L M 2 - I N C H B A N D B TR E E 6 $4 1 5 . 5 2 $2 , 4 5 7 . 8 6 19 4 2 5 7 1 . 5 0 5 S H R U B R E S I D E N T I A L R A I N G A R D E N SH R U B 59 $5 0 . 0 4 $2 , 9 5 9 . 9 3 19 5 2 5 7 1 . 5 0 7 P E R E N N I A L S D A Y L I L Y ( 1 Y E A R , C O N T A I N E R ) PL A N T 24 $1 4 . 3 6 $3 3 9 . 7 7 19 6 2 5 7 1 . 5 0 7 P E R E N N I A L S R E S I D E N T I A L R A I N G A R D E N PL A N T 1, 9 0 5 $1 3 . 9 7 $2 6 , 6 0 8 . 2 9 19 7 2 5 7 1 . 5 0 7 P E R E N N I A L S R E S I D E N T I A L R A I N G A R D E N - F U R N I S H E D ON L Y PL A N T 16 6 $1 0 . 3 1 $1 , 7 0 7 . 5 8 19 8 2 5 7 3 . 5 0 2 S I L T F E N C E - S T A N D A R D M A C H I N E S L I C E D LI N F T 1, 6 2 5 $5 . 3 1 $8 , 6 2 8 . 7 5 19 9 2 5 7 3 . 5 3 0 I N L E T P R O T E C T I O N - T Y P E A EA C H 16 6 $1 0 9 . 7 5 $1 8 , 2 1 8 . 5 0 20 0 2 5 7 3 . 5 3 0 I N L E T P R O T E C T I O N - T Y P E B EA C H 16 6 $1 0 9 . 7 5 $1 8 , 2 1 8 . 5 0 20 1 2 5 7 4 . 5 0 8 C O M M E R C I A L F E R T I L I Z E R , A N A L Y S I S 1 2 - 0 - 1 2 LB 11 2 $1 . 1 9 $1 3 3 . 2 0 20 2 2 5 7 4 . 5 2 5 T O P S O I L B O R R O W ( L V ) CU Y D 15 , 1 9 9 $2 6 . 5 8 $4 0 3 , 9 8 9 . 4 2 20 3 2 5 7 5 . 5 0 5 S O D D I N G , T Y P E L A W N SQ Y D 93 , 2 9 8 $2 . 1 2 $1 9 7 , 7 9 1 . 7 6 20 4 2 5 7 5 . 5 1 3 M U L C H M A T E R I A L , T Y P E 6 CU Y D 84 $5 4 . 7 9 $4 , 5 8 2 . 0 3 20 5 2 5 7 5 . 5 2 3 E R O S I O N C O N T R O L B L A N K E T , C A T E G O R Y 3 SQ Y D 50 $3 . 1 3 $1 5 6 . 5 0 20 6 2 5 7 5 . 5 3 5 P O S T W A R R A N T Y S O D W A T E R I N G M G A L S 94 6 $1 8 . 2 5 $1 7 , 2 7 2 . 2 0 20 7 2 5 7 5 . 6 0 1 E R O S I O N C O N T R O L LS 1. 0 0 $1 0 , 5 6 1 . 2 5 $1 0 , 5 6 1 . 2 5 20 8 2 5 7 5 . 6 0 4 P R I V A T E D R I V E W A Y R E S T O R A T I O N SQ Y D 3, 2 5 3 $7 . 8 3 $2 5 , 4 7 3 . 5 3 20 9 2 5 7 5 . 6 0 5 H Y D R O S E E D I N G AC R E 0. 7 $5 , 0 1 1 . 4 2 $3 , 7 5 2 . 3 6 21 0 2 5 7 5 . 6 0 7 P L A N T I N G S O I L ( C V ) CU Y D 27 2 $4 5 . 5 6 $1 2 , 3 9 6 . 7 0 21 1 2 5 8 2 . 5 0 2 4 " S O L I D L I N E - E P O X Y LI N F T 96 0 $0 . 90 $8 6 4 . 0 0 21 2 25 8 2 . 50 2 2 4 " S T O P L I N E - P A I N T LI N F T 16 $4 . 9 1 $7 8 . 5 6 21 3 2 5 8 2 . 5 0 2 2 4 " S T O P L I N E - E P O X Y LI N F T 16 $1 0 . 6 2 $1 6 9 . 9 2 21 4 2 5 8 2 . 5 0 3 Z E B R A C R O S S W A L K - E P O X Y SQ F T 21 6 $5 . 9 5 $1 , 2 8 5 . 2 0 ES T C O S T E S T C O S T E S T C O S T E S T C O S T SANITARY SEWER CR Y S T A L LO C A L WATER MAIN ST O R M S E W E R - L O C A L ON L Y ST R E E T 70 $21,000 10 $1,000 91 1 $ 1 , 3 3 0 59 $ 4 6 7 75 0 $ 5 , 9 8 5 53 , 9 3 2 $ 5 3 6 , 0 8 5 45 0 $ 7 , 9 1 2 4, 2 7 2 $ 1 9 9 , 3 0 3 26 $ 1 , 5 6 9 29 8 $ 1 9 , 1 4 5 60 $ 2 , 6 7 8 12 $ 4 9 7 63 9 $ 6 , 6 6 3 59 $ 9 8 0 18 9 $ 2 , 3 5 3 59 $ 1 , 4 3 9 0. 6 3 $ 1 0 , 3 7 2 0 . 1 1 $ 1 , 8 1 1 0 . 0 5 $ 8 2 3 0 . 1 1 $ 1 , 8 1 1 26 3 . 2 2 $ 8 , 1 7 6 19 $ 1 , 9 6 0 39 $ 9 , 0 9 5 12 $ 3 , 0 6 2 5 $ 1 , 9 6 6 6 $ 2 , 4 5 8 5 $ 1 , 9 6 6 6 $ 2 , 4 5 8 5 $ 1 , 9 6 6 6 $ 2 , 4 5 8 5 $ 1 , 9 6 6 6 $ 2 , 4 5 8 59 $ 2 , 9 6 0 24 $ 3 4 0 1, 9 0 5 $ 2 6 , 6 0 8 16 6 $ 1 , 7 0 8 1, 4 5 0 $ 7 , 7 0 0 14 6 $ 1 6 , 0 2 4 14 6 $ 1 6 , 0 2 4 96 $ 1 1 4 13 , 6 9 3 $ 3 6 3 , 9 6 0 84 , 2 6 5 $ 1 7 8 , 6 4 2 82 $ 4 , 4 7 2 50 $ 1 5 7 94 6 $ 1 7 , 2 7 2 0. 6 3 $ 6 , 6 5 4 0 . 1 1 $ 1 , 1 6 2 0 . 0 5 $ 5 2 8 0 . 1 1 $ 1 , 1 6 2 3, 2 5 3 $ 2 5 , 4 7 4 0. 6 5 $ 3 , 2 6 1 27 2 $ 1 2 , 3 9 7 96 0 $ 8 6 4 10 8 $ 6 4 3 Pa g e 9 o f 1 0 8.7 UN I T C O S T LI N E NO . TO T A L ES T I M A T E D CO S T IT E M N O . UN I T IT E M D E S C R I P T I O N TO T A L PR O J E C T QU A N T I T I E S OP I N I O N O F P R O B A B L E C O S T TO T A L E S T I M A T E D C O S T $7 , 6 5 2 , 6 1 1 LE S S P R I V A T E C O S T S ($ 7 5 8 , 4 3 4 ) TO T A L E S T I M A T E D C O N S T R U C T I O N C O S T $6 , 8 9 4 , 1 7 7 20 % L E G A L , A D M I N I S T R A T I V E , E N G I N E E R I N G $ 1 , 3 7 8 , 8 3 5 TO T A L P R O J E C T C O S T $8 , 2 7 3 , 0 1 2 LE S S S A N I T A R Y S E W E R C O S T S ( I NC L C R Y S T A L + 2 0 % L , A , E ) ($ 7 2 6 , 6 4 2 ) LE S S W A T E R M A I N C O S T S ( I N C L C R Y S T A L + 2 0 % L , A , E ) ($ 6 0 7 , 6 5 1 ) SA N I T A R Y S E W E R A N D W A T E R M A I N I M P R O V E M E N T S FO R F I N A N C I N G P U R P O S E S $6 , 9 3 8 , 7 1 9 TO T A L L E N G T H 3 0 , 7 5 3 PH A S E 1 6 E S T I M A T E D C O N S T R U C T I O N C O S T / L F EX C L U D I N G P R I V A T E C O S T & I N C L U D I N G S A N I T A R Y SE W E R & W A T E R M A I N I M P R O V E M E N T S $ 2 2 4 . 1 8 PH A S E 1 5 L O W B I D C O N S T R U C T I O N C O S T / L F EX C L U D I N G P R I V A T E C O S T & I N C L U D I N G S A N I T A R Y SE W E R & W A T E R M A I N I M P R O V E M E N T S $1 8 6 . 3 3 PH A S E 1 6 v s . P H A S E 1 5 % C H A N G E C O N S T R U C T I O N CO S T / L F E X C L U D I N G P R I V A T E C O S T & I N C L U D I N G SA N I T A R Y S E W E R & W A T E R M A I N I M P R O V E M E N T S 20 . 3 % PH A S E 1 6 E S T I M A T E D P R O J E C T C O S T / L F E X C L U D I N G PR I V A T E , S A N I T A R Y S E W E R & W A T E R M A I N IM P R O V E M E N T S $2 2 5 . 6 3 PH A S E 1 5 P R O J E C T C O S T / L F E X C L U D I N G P R I V A T E , SA N I T A R Y S E W E R & W A T E R M A I N I M P R O V E M E N T S $2 0 9 . 9 2 PH A S E 1 6 v s . P H A S E 1 5 % C H A N G E P R O J E C T C O S T / L F EX C L U D I N G P R I V A T E , S A N I T A R Y S E W E R & W A T E R MA I N I M P R O V E M E N T S 7. 5 % ES T C O S T E S T C O S T E S T C O S T E S T C O S T SANITARY SEWER CR Y S T A L LO C A L WATER MAIN ST O R M S E W E R - L O C A L ON L Y ST R E E T $4 , 5 7 6 , 7 2 4 $9 7 4 , 6 1 6 $506,376 $883,083 ($ 4 8 0 , 8 8 6 ) ($277,548) $4 , 0 9 5 , 8 3 9 $9 7 4 , 6 1 6 $506,376 $605,535 $8 1 9 , 1 6 8 $1 9 4 , 9 2 3 $101,275 $121,107 $4 , 9 1 5 , 0 0 6 $1 , 1 6 9 , 5 4 0 $607,651 $726,642 ($726,642)($607,651) $4 , 9 1 5 , 0 0 6 $ 1 , 1 6 9 , 5 4 0 27 , 4 5 8 27 , 4 5 8 27,458 27,458 $1 4 9 . 1 7 $3 5 . 4 9 $18.44 $22.05 Co m p a r e t o Cr y s t a l Lo c a l P h 1 5 $1 3 9 . 6 2 Co m p a r e t o Cr y s t a l Lo c a l P h 1 5 $2 2 . 8 5 Co m p a r e t o Crystal Lo c a l P h 1 5 $4.81Compare to Crystal Local Ph 15 $8.16 6. 8 % 55 . 3 % 283.4%170.3% $1 7 9 . 0 0 $4 2 . 5 9 Co m p a r e t o Cr y s t a l Lo c a l P h 1 5 $1 6 7 . 5 5 Co m p a r e t o Cr y s t a l Lo c a l P h 1 5 $2 7 . 4 2 6. 8 % 55 . 3 % Pa g e 1 0 o f 1 0 8.7 Appendix C Estimated Assessment Rate Calculation for B618 Curb – Phase 16 8.7 CRYSTAL, MINNESOTA 2017 - PHASE 16 SKYWAY PARK STREET RECONSTRUCTION CITY PROJECT NO. 2016-16 Estimated B618 Curb Assessment Rate and Unfunded Amount Calculation SEH NO. CRYST 137726 Date: August 19, 2016 Revised Date: August 25, 2016 P:\AE\C\Cryst\137726\4-prelim-dsgn-rprts\43.54-Qtys\[Opinion Cost & Financing Ph 16 Feasibility Report.xlsx]Opinion Cost Item Quantity Unit Cost Cost Remove Concrete Curb and Gutter (LF) 9,290 (1)$2.69 $24,990.26 Concrete Curb and Gutter, Design B618 (LF) 9,290 (1)$9.94 $92,343.20 Remove and Replace Existing Curb (LF)0 (2)$24.05 $0.00 Surface Treatment - Existing Concrete Curb & Gutter (LF)0 (2)$0.53 $0.00 $117,333.46 9,853.96 Estimated assessment rate per ASSESSABLE front foot of existing "B" Curb (LF) Reconstructed $12.93 0.00 Estimated assessment rate per ASSESSABLE front foot of existing "B" Curb (LF) Reincorporated $6.73 Total Estimated Cost to be Assessed $127,411.64 Total B618 Curb Reconstruction / Repair Unfunded Amount ($10,078.18) Estimated Cost to Reconstruct / Repair B618 Curb Total Existing B618 Curb Assessable Front Footage (LF) Reincorporated (1) Along the streets shown in blue on Figure 6 in Appendix A Total Existing B618 Curb Assessable Front Footage (LF) Reconstructed 8.7 Appendix D Mock Assessment Roll – Phase 16 8.7 Preliminary Cr y s t a l , M i n n e s o t a 20 1 7 - P h a s e 1 6 S k y w a y P a r k S t r e e t R e c o n s t r u c t i o n Ci t y N o : 2 0 1 6 - 1 6 Mo c k A s s e s s m e n t R o l l Da t e : S e p t e m b e r 1 2 , 2 0 1 6 Re v i s i o n s : P: \ A E \ C \ C r y s t \ 1 3 7 7 2 6 \ 4 - p r e l i m - d s g n - r p r t s \ 4 3 - P r e l i m A s s e s s m e n t \ [ A s s e s s R o l l P h a s e 1 6 . x l s x ] A s s e s s R o l l 20 1 3 2 5 . 8 6 12 . 9 3 6 7 3 5 . 0 0 1 2 0 . 7 9 PI D N u m b e r Pr o p e r t y No . P r o p e r t y S t r e e t Ta y p a y e r N a m e As s e s s a b l e Fr o n t Fo o t a g e No C u r b A r e a ($ 2 5 . 8 6 / F F ) B6 1 8 C u r b Re p l a c e m e n t Ar e a ( $ 1 2 . 9 3 / F F ) Si n g l e F a m i l y / Du p l e x Commercial/ Non Profit Property ($120.79/FF)Total Phase 16 Street & Curb Assessment 04 1 1 8 2 1 4 4 0 0 6 1 47 1 0 5 6 T H A V E N AN D R E W N E S S 58 . 5 1 $ 1 , 5 1 3 . 0 7 $3 , 3 6 7 . 5 0 $4,880.57 (2) 04 1 1 8 2 1 4 3 0 0 0 8 51 0 4 5 6 T H A V E N DO N A L D E D W A R D R H O DE S 15 0 . 0 0 $ 3 , 8 7 9 . 0 0 $6 , 7 3 5 . 0 0 $10,614.00 04 1 1 8 2 1 4 2 0 0 0 1 52 1 8 5 6 T H A V E N ME T R O A I R P O R T C O M M I S S I O N 21 5 . 0 0 $ 5 , 5 5 9 . 9 0 $25,969.85 $31,529.75 04 1 1 8 2 1 4 3 0 0 1 0 52 2 2 5 6 T H A V E N C R K N A E B L E P O S T H O L D I N G C O 75 . 4 7 $ 1 , 9 5 1 . 6 5 $9,116.02 $11,067.67 04 1 1 8 2 1 3 1 0 1 0 7 57 2 4 5 6 T H A V E N HE L E N & A D E Y E M I O S O N O S O 18 1 . 2 0 $2 , 3 4 2 . 9 2 $ 6 , 7 3 5 . 0 0 $9,077.92 04 1 1 8 2 1 3 1 0 0 2 1 58 0 2 5 6 T H A V E N O J G E R M U N D S O N 12 1 . 2 0 $1 , 5 6 7 . 1 2 $ 3 , 3 6 7 . 5 0 $4,934.62 04 1 1 8 2 1 3 1 0 1 1 0 58 1 0 5 6 T H A V E N BR A D L E Y & A N I T A G A L L 20 1 . 2 0 $ 5 , 2 0 3 . 0 3 $6 , 7 3 5 . 0 0 $11,938.03 04 1 1 8 2 1 3 2 0 0 8 7 59 0 0 5 6 T H A V E N SH O U A Y A N G & M A H E R 62 . 0 0 $ 1 , 6 0 3 . 3 2 $7,488.98 $9,092.30 04 1 1 8 2 1 4 4 0 0 5 0 49 0 1 5 6 T H P L N RO G E R A D E N N Y / C A N D Y J D E N N Y 57 . 2 7 $7 4 0 . 5 0 $ 6 , 7 3 5 . 0 0 $7,475.50 04 1 1 8 2 1 4 4 0 0 5 1 49 0 9 5 6 T H P L N MI C H E L L E M M E I E R 65 . 9 6 $8 5 2 . 8 6 $ 6 , 7 3 5 . 0 0 $7,587.86 04 1 1 8 2 1 4 4 0 0 5 2 49 1 7 5 6 T H P L N JE F F R E Y & K A T H L E E N N E L S O N 67 . 2 9 $8 7 0 . 0 6 $ 6 , 7 3 5 . 0 0 $7,605.06 04 1 1 8 2 1 4 4 0 0 5 3 49 2 5 5 6 T H P L N IG O R G R A D 66 . 4 5 $8 5 9 . 2 0 $ 6 , 7 3 5 . 0 0 $7,594.20 04 1 1 8 2 1 4 4 0 0 5 4 49 3 3 5 6 T H P L N MI C H E L L E M ME Y E R 61 . 2 6 $7 9 2 . 0 9 $6 , 7 3 5 . 0 0 $7,527.09 04 1 1 8 2 1 4 4 0 1 0 7 49 4 1 5 6 T H P L N GA R Y J C A S P E R S 74 . 0 0 $9 5 6 . 82 $ 6 , 7 3 5 . 0 0 $7,691.82 04 1 1 8 2 1 4 4 0 1 0 8 50 0 1 5 6 T H P L N AL L E N R & S A R A H L M E S S E R 77 . 2 3 $9 9 8 . 5 8 $ 6 , 7 3 5 . 0 0 $7,733.58 04 1 1 8 2 1 4 4 0 0 4 6 50 1 1 5 6 T H P L N MA R Y R A R C H A M B A U L T 73 . 6 4 $9 5 2 . 1 7 $ 6 , 7 3 5 . 0 0 $7,687.17 04 1 1 8 2 1 4 4 0 0 4 7 50 1 9 5 6 T H P L N KU R T D B I E D E R M A N 73 . 6 4 $9 5 2 . 1 7 $ 6 , 7 3 5 . 0 0 $7,687.17 04 1 1 8 2 1 4 1 0 1 1 2 47 1 8 5 7 T H A V E N NI C K O B E R M I L L E R / J O R D A N C R O S S 10 0 . 0 0 $ 2 , 5 8 6 . 0 0 $6 , 7 3 5 . 0 0 $9,321.00 04 1 1 8 2 1 4 1 0 1 2 2 47 2 7 5 7 T H A V E N HA N S O N B R O S I N V E S T M T G R P L L C 95 . 0 0 $ 2 , 4 5 6 . 7 0 $6 , 7 3 5 . 0 0 $9,191.70 04 1 1 8 2 1 3 1 0 0 6 5 55 0 2 5 7 T H A V E N KA T H Y S N O R E N / J E N N I F E R O L S O N 12 9 . 0 7 $ 3 , 3 3 7 . 7 5 $6 , 7 3 5 . 0 0 $10,072.75 04 1 1 8 2 1 3 1 0 0 6 6 55 0 8 5 7 T H A V E N W I L L I A M S C H A F E R 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 3 1 0 0 6 7 55 1 4 5 7 T H A V E N BR I T T O N A T O E N S I N G 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 3 1 0 0 6 8 55 2 0 5 7 T H A V E N DA V I D J O H N S O N & M A R Y Z U I K E R - J O H N S O N 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 3 1 0 0 6 9 55 2 6 5 7 T H A V E N DI A N E L E E D O R F F 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 3 1 0 0 7 0 56 0 2 5 7 T H A V E N AN D R E A & B R A N D O N C R O S S 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 3 1 0 0 7 1 56 0 8 5 7 T H A V E N KA R A L E E E V A N S O N 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 3 1 0 0 7 2 56 1 4 5 7 T H A V E N VE R O N I C A M E R M E L S H T A Y N & M A T T H E W O G L E 6 0 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 3 1 0 0 7 3 56 2 0 5 7 T H A V E N LE E M P A R K E R J R 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 3 1 0 0 7 4 56 2 6 5 7 T H A V E N DE R E K K O V A L E S K I 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 3 1 0 0 7 5 57 0 0 5 7 T H A V E N GE R A L D R Z I E M I E C K I 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 3 1 0 0 7 6 57 0 8 5 7 T H A V E N BR U C E & J A C K I E P O D T B U R G 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 3 1 0 0 7 7 57 1 4 5 7 T H A V E N MA R L E N R I V A S 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 1 4 0 0 9 7 47 0 0 5 8 T H A V E N DA N I E L C W I L L I A M S 13 6 . 5 2 $ 3 , 5 3 0 . 4 1 $6 , 7 3 5 . 0 0 $10,265.41 04 1 1 8 2 1 4 1 0 1 2 0 47 0 9 5 8 T H A V E N MA P I N V E S T M E N T S L L C 10 8 . 4 0 $ 2 , 8 0 3 . 2 2 $6 , 7 3 5 . 0 0 $9,538.22 04 1 1 8 2 1 4 1 0 1 3 0 48 1 9 5 8 T H A V E N AA R O N W S C H E LL 12 7 . 0 0 $ 3 , 2 8 4 . 2 2 $6 , 7 3 5 . 0 0 $10,019.22 04 1 1 8 2 1 4 1 0 0 5 7 48 2 5 5 8 T H A V E N KE N N E T H M & Z E L E T T A G S M I T H 17 6 . 5 3 $ 4 , 5 6 5 . 0 7 $6 , 7 3 5 . 0 0 $11,300.07 04 1 1 8 2 1 1 4 0 0 3 3 48 0 1 5 9 T H A V E N TH O M A S & M A R Y J O F E R N E L I U S 16 1 . 5 8 $ 4 , 1 7 8 . 4 6 $6 , 7 3 5 . 0 0 $10,913.46 04 1 1 8 2 1 1 4 0 0 6 2 48 0 8 5 9 T H A V E N RI C H A R D A & C H R I S T Y L L A R S O N 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 4 0 0 6 3 48 1 6 5 9 T H A V E N JO S E P H T H O M A S M I C H A L 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 St r e e t A s s e s s m e n t Cu r b A s s e s s m e n t Pa g e 1 o f 1 1 8.7 Preliminary PI D N u m b e r Pr o p e r t y No . P r o p e r t y S t r e e t Ta y p a y e r N a m e As s e s s a b l e Fr o n t Fo o t a g e No C u r b A r e a ($ 2 5 . 8 6 / F F ) B6 1 8 C u r b Re p l a c e m e n t Ar e a ( $ 1 2 . 9 3 / F F ) Si n g l e F a m i l y / Du p l e x Commercial/ Non Profit Property ($120.79/FF)Total Phase 16 Street & Curb Assessment 04 1 1 8 2 1 1 4 0 0 6 4 48 2 4 5 9 T H A V E N CA R O L E M D A V I S / K A R L S D A V I S 12 0 . 0 0 $ 3 , 1 0 3 . 2 0 $6 , 7 3 5 . 0 0 $9,838.20 04 1 1 8 2 1 1 4 0 0 8 2 49 0 0 6 0 T H A V E N JO S E P H R A N D E R S O N 90 . 0 0 $ 2 , 3 2 7 . 4 0 $6 , 7 3 5 . 0 0 $9,062.40 04 1 1 8 2 1 1 4 0 0 8 1 49 0 8 6 0 T H A V E N JU A N & A M A N D A M B E L L I D O 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 4 0 0 8 0 49 1 6 6 0 T H A V E N SH A N E E S I L B A U G H 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 05 1 1 8 2 1 1 1 0 0 3 6 63 0 0 6 0 T H A V E N AR N O L D B J O R G E 13 3 . 0 0 $ 3 , 4 3 9 . 3 8 $6 , 7 3 5 . 0 0 $10,174.38 05 1 1 8 2 1 1 1 0 0 3 5 63 0 4 6 0 T H A V E N VI N C E N T O L S O N / R O S E S C H R E I B E R 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 05 1 1 8 2 1 1 1 0 0 3 4 63 2 0 6 0 T H A V E N DA R R E L L A B J O R G E 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 05 1 1 8 2 1 1 1 0 0 3 3 63 2 8 6 0 T H A V E N CU R T I S J H I L L 61 . 2 0 $ 1 , 5 8 2 . 6 3 $6 , 7 3 5 . 0 0 $8,317.63 05 1 1 8 2 1 1 1 0 1 0 1 63 3 4 6 0 T H A V E N KH A N E & K H A M P H E N G S A N E H A 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 05 1 1 8 2 1 1 1 0 1 0 0 64 0 0 6 0 T H A V E N PA O & I A B T H A O 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 05 1 1 8 2 1 1 1 0 0 9 9 64 0 6 6 0 T H A V E N LO R I O P I T Z 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 05 1 1 8 2 1 1 1 0 0 5 2 63 0 1 6 1 S T A V E N JO S H U A D H A N D E L A ND 11 4 . 6 1 $1 , 4 8 1 . 9 1 $ 6 , 7 3 5 . 0 0 $8,216.91 05 1 1 8 2 1 1 1 0 0 7 3 63 0 6 6 1 S T A V E N C R B O N A F I E L D / S J B O N A F I E L D 65 . 0 0 $8 4 0 . 4 5 $ 6 , 7 3 5 . 0 0 $7,575.45 05 1 1 8 2 1 1 1 0 0 5 3 63 0 7 6 1 S T A V E N DA R R E L L & K A R E N W I N C E K 63 . 0 0 $8 1 4 . 5 9 $ 6 , 7 3 5 . 0 0 $7,549.59 05 1 1 8 2 1 1 1 0 0 7 4 63 1 2 6 1 S T A V E N KR I S T O P F E R G W E S T E R B U R 65 . 0 0 $8 4 0 . 4 5 $ 6 , 7 3 5 . 0 0 $7,575.45 05 1 1 8 2 1 1 1 0 0 5 4 63 1 3 6 1 S T A V E N FR E D E R I C K D D O S S 63 . 0 0 $8 1 4 . 5 9 $ 6 , 7 3 5 . 0 0 $7,549.59 05 1 1 8 2 1 1 1 0 0 7 5 63 1 8 6 1 S T A V E N DO U G L A S & N A O M I G O E D E R T 65 . 0 0 $8 4 0 . 4 5 $ 6 , 7 3 5 . 0 0 $7,575.45 05 1 1 8 2 1 1 1 0 0 5 5 63 1 9 6 1 S T A V E N RO B E R T L & L I N D A M E I S C H 63 . 0 0 $8 1 4 . 5 9 $ 6 , 7 3 5 . 0 0 $7,549.59 05 1 1 8 2 1 1 1 0 0 7 6 63 2 4 6 1 S T A V E N RI C H A R D E M C C O M A S 65 . 0 0 $8 4 0 . 4 5 $ 6 , 7 3 5 . 0 0 $7,575.45 05 1 1 8 2 1 1 1 0 0 5 6 63 2 5 6 1 S T A V E N LE E M W I N B U S H 63 . 0 0 $8 1 4 . 5 9 $ 6 , 7 3 5 . 0 0 $7,549.59 05 1 1 8 2 1 1 1 0 0 7 7 64 0 0 6 1 S T A V E N PH I L I P M S T E M A N 65 . 0 0 $8 4 0 . 4 5 $ 6 , 7 3 5 . 0 0 $7,575.45 05 1 1 8 2 1 1 1 0 0 5 7 64 0 1 6 1 S T A V E N CO L E T T E D U R R 70 . 0 0 $9 0 5 . 1 0 $ 6 , 7 3 5 . 0 0 $7,640.10 05 1 1 8 2 1 1 1 0 0 7 8 64 0 6 6 1 S T A V E N AL L E N A T I M M E R S 65 . 0 0 $8 4 0 . 4 5 $ 6 , 7 3 5 . 0 0 $7,575.45 05 1 1 8 2 1 1 1 0 0 5 8 64 0 7 6 1 S T A V E N HE L E N D E N G E L S T A D 63 . 0 0 $8 1 4 . 5 9 $ 6 , 7 3 5 . 0 0 $7,549.59 05 1 1 8 2 1 1 1 0 0 7 9 64 1 2 6 1 S T A V E N MA R I L Y N D A L S E T H 65 . 0 0 $8 4 0 . 4 5 $ 6 , 7 3 5 . 0 0 $7,575.45 05 1 1 8 2 1 1 1 0 0 5 9 64 1 3 6 1 S T A V E N E L S T E V E N S & F L S T E V E N S 63 . 0 0 $8 1 4 . 5 9 $ 6 , 7 3 5 . 0 0 $7,549.59 05 1 1 8 2 1 1 1 0 0 8 0 64 1 8 6 1 S T A V E N GO D I V A P R O P E R T I E S L L C 39 . 9 1 $5 1 6 . 0 4 $ 6 , 7 3 5 . 0 0 $7,251.04 05 1 1 8 2 1 1 1 0 0 6 0 64 1 9 6 1 S T A V E N BR E T T H A G G A R 40 . 7 1 $5 2 6 . 3 8 $ 6 , 7 3 5 . 0 0 $7,261.38 05 1 1 8 2 1 1 1 0 0 9 1 63 0 5 6 2 N D A V E N TH O M A S E & J U L I E B A M U N D S O N 15 4 . 0 0 $ 3 , 9 8 2 . 4 4 $6 , 7 3 5 . 0 0 $10,717.44 05 1 1 8 2 1 1 1 0 0 0 2 63 1 5 6 2 N D A V E N JO S E F R A Y G O Z A I S I O R D I A 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 05 1 1 8 2 1 1 1 0 0 0 4 63 2 3 6 2 N D A V E N SH I R L E Y E L L I N G B O E 91 . 9 0 $ 2 , 3 7 6 . 5 3 $6 , 7 3 5 . 0 0 $9,111.53 05 1 1 8 2 1 1 1 0 0 0 5 63 2 9 6 2 N D A V E N ST E P H A N M A R K W A L K E R 10 0 . 0 0 $ 2 , 5 8 6 . 0 0 $6 , 7 3 5 . 0 0 $9,321.00 05 1 1 8 2 1 1 1 0 0 0 6 64 0 5 6 2 N D A V E N MA T T H E W G L U N Z 72 . 0 0 $ 1 , 8 6 1 . 9 2 $6 , 7 3 5 . 0 0 $8,596.92 05 1 1 8 2 1 1 1 0 0 0 7 64 0 9 6 2 N D A V E N TR O Y R C R O O K 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 05 1 1 8 2 1 1 1 0 0 0 8 64 1 5 6 2 N D A V E N KI M & M E L V I N A C L A R K 66 . 0 0 $ 1 , 7 0 6 . 7 6 $6 , 7 3 5 . 0 0 $8,441.76 05 1 1 8 2 1 1 1 0 0 4 7 65 0 1 6 2 N D A V E N MT V P R O P E R T I E S L L C 10 8 . 9 4 $1 , 4 0 8 . 5 9 $ 6 , 7 3 5 . 0 0 $8,143.59 05 1 1 8 2 1 1 1 0 0 4 8 65 0 7 6 2 N D A V E N DA N I E L M A R C I N I AK 72 . 5 0 $ 1 , 8 7 4 . 8 5 $6 , 7 3 5 . 0 0 $8,609.85 05 1 1 8 2 1 1 1 0 0 3 8 65 1 5 6 2 N D A V E N RA N D Y V B E R G S T R O M 64 . 0 0 $ 1 , 6 5 5 . 0 4 $6 , 7 3 5 . 0 0 $8,390.04 05 1 1 8 2 1 1 1 0 0 3 9 65 2 3 6 2 N D A V E N KA T H E R I N E L M A R C I N I A K 91 . 0 0 $ 2 , 3 5 3 . 2 6 $6 , 7 3 5 . 0 0 $9,088.26 05 1 1 8 2 1 1 1 0 0 4 0 66 0 1 6 2 N D A V E N KA T H E R I N E R H I T C H C O C K 62 . 0 0 $ 1 , 6 0 3 . 3 2 $6 , 7 3 5 . 0 0 $8,338.32 04 1 1 8 2 1 3 2 0 0 9 2 56 3 0 A D A I R A V E N ST E V E N & S U S A N M O H N 65 . 0 0 $ 1 , 6 8 0 . 9 0 $6 , 7 3 5 . 0 0 $8,415.90 04 1 1 8 2 1 3 2 0 0 4 7 56 3 3 A D A I R A V E N RA Y M O N D V R I O N I 73 . 0 0 $ 1 , 8 8 7 . 7 8 $6 , 7 3 5 . 0 0 $8,622.78 04 1 1 8 2 1 3 2 0 0 9 3 56 3 6 A D A I R A V E N CH A R L E S W N O R T H W A Y 65 . 0 0 $ 1 , 6 8 0 . 9 0 $6 , 7 3 5 . 0 0 $8,415.90 04 1 1 8 2 1 3 2 0 0 4 6 56 4 1 A D A I R A V E N AN T H O N Y R B E C K S T R O M 73 . 0 0 $ 1 , 8 8 7 . 7 8 $6 , 7 3 5 . 0 0 $8,622.78 04 1 1 8 2 1 3 2 0 0 9 4 56 4 2 A D A I R AV E N SA R A H J O Y C O S T E L L O F E D J E / B E N J A M I N C F E D 65 . 0 0 $ 1 , 6 8 0 . 9 0 $6 , 7 3 5 . 0 0 $8,415.90 04 1 1 8 2 1 3 2 0 0 9 5 56 4 8 A D A I R A V E N IA S I S I V L L C 65 . 0 0 $ 1 , 6 8 0 . 9 0 $6 , 7 3 5 . 0 0 $8,415.90 04 1 1 8 2 1 3 2 0 0 4 5 56 4 9 A D A I R A V E N AL E X M A S L A K O W 73 . 0 0 $ 1 , 8 8 7 . 7 8 $6 , 7 3 5 . 0 0 $8,622.78 04 1 1 8 2 1 3 2 0 0 9 6 56 5 6 A D A I R A V E N VE L O C I T Y P R O P E R T Y L L C 10 9 . 9 4 $ 2 , 8 4 3 . 0 5 $6 , 7 3 5 . 0 0 $9,578.05 04 1 1 8 2 1 3 2 0 0 4 4 56 5 7 A D A I R A V E N NA I M A B A S H I R 11 8 . 9 5 $ 3 , 0 7 6 . 0 5 $6 , 7 3 5 . 0 0 $9,811.05 04 1 1 8 2 1 3 2 0 0 3 5 57 0 1 A D A I R A V E N JD A G R O U P L L C 12 2 . 6 1 $ 3 , 1 7 0 . 6 9 $6 , 7 3 5 . 0 0 $9,905.69 04 1 1 8 2 1 3 2 0 0 6 9 57 0 2 A D A I R A V E N BE T T E J E A S T M A N 10 4 . 6 1 $ 2 , 7 0 5 . 2 1 $6 , 7 3 5 . 0 0 $9,440.21 04 1 1 8 2 1 3 2 0 0 7 0 57 0 8 A D A I R A V E N MA R I A & T I M O T H Y S T A N L E Y 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 Pa g e 2 o f 1 1 8.7 Preliminary PI D N u m b e r Pr o p e r t y No . P r o p e r t y S t r e e t Ta y p a y e r N a m e As s e s s a b l e Fr o n t Fo o t a g e No C u r b A r e a ($ 2 5 . 8 6 / F F ) B6 1 8 C u r b Re p l a c e m e n t Ar e a ( $ 1 2 . 9 3 / F F ) Si n g l e F a m i l y / Du p l e x Commercial/ Non Profit Property ($120.79/FF)Total Phase 16 Street & Curb Assessment 04 1 1 8 2 1 3 2 0 0 3 4 57 0 9 A D A I R A V E N JA C K I E M L U Z O V I C H 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 3 2 0 0 7 1 57 1 4 A D A I R A V E N SC O T T K U H N 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 3 2 0 0 3 3 57 1 7 A D A I R A V E N GR E G O R Y C N I C H O L S 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 3 2 0 0 7 2 57 2 0 A D A I R A V E N IH 3 P R O P E R T Y M I N N E S O T A L P 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 3 2 0 0 3 2 57 2 5 A D A I R A V E N JD A G R O U P L L C 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 3 2 0 0 7 3 57 2 6 A D A I R A V E N EL A S H O T & E L I Z A B E T H H A L I 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 3 2 0 0 7 4 57 3 2 A D A I R A V E N DE N I S E C & E R I C A S I L N E S 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 3 2 0 0 3 1 57 3 3 A D A I R A V E N JE R E M Y S T R A D L I N G 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 3 2 0 0 7 5 57 3 8 A D A I R A V E N JA M E L E H A R R I S 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 3 2 0 0 3 0 57 4 1 A D A I R A V E N BU R T O N O W I L L I A M S J R 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 3 2 0 0 7 6 57 4 4 A D A I R AV E N KA T E L Y N C O L L V E R KE I T H & J U L I E C O L L V E R 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 3 2 0 0 2 9 57 4 9 A D A I R AV E N GE N E R B A K K E / R O B E R T A J B A K K E 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 3 2 0 0 7 7 57 5 0 A D A I R A V E N RU T H M A R I E R U D O L P H 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 3 2 0 0 7 8 57 5 6 A D A I R AV E N KE V I N T & D E B R A S B A U D E R 11 2 . 8 7 $ 2 , 9 1 8 . 8 2 $6 , 7 3 5 . 0 0 $9,653.82 04 1 1 8 2 1 3 2 0 0 2 8 57 5 7 A D A I R A V E N 20 1 4 - 3 I H B O R R O W E R L P C/ O I N V I T A T I O N H O M E S 12 4 . 8 9 $ 3 , 2 2 9 . 6 6 $6 , 7 3 5 . 0 0 $9,964.66 04 1 1 8 2 1 3 2 0 0 5 8 56 5 6 B R U N S W I C K A V E N JA S O N R & C A R R I E J B R A D L E Y 44 . 6 1 $ 1 , 1 5 3 . 6 1 $3 , 3 6 7 . 5 0 $4,521.11 (7) 04 1 1 8 2 1 3 2 0 0 3 6 57 0 0 B R U N S W I C K A V E N DE B O L S O N 44 . 6 1 $ 1 , 1 5 3 . 6 1 $3 , 3 6 7 . 5 0 $4,521.11 (6) 04 1 1 8 2 1 3 2 0 0 3 8 57 1 6 B R U N S W I C K A V E N CH R I ST O P H E R L D A V I S & J O D Y L F R I S K 25 . 0 0 $ 6 4 6 . 5 0 $3 , 3 6 7 . 5 0 $4,014.00 (5) 04 1 1 8 2 1 3 2 0 0 3 9 57 2 4 B R U N S W I C K A V E N MI CH A E L S R A D E L 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 3 2 0 0 1 0 57 2 5 B R U N S W I C K A V E N MI C H A E L P & R O Z I N A M B R I N K 35 . 0 0 $ 9 0 5 . 1 0 $905.10 (4) 04 1 1 8 2 1 3 2 0 0 0 8 57 2 9 B R U N S W I C K A V E N DU W AN N A S C H W A R T Z 70 . 0 0 $ 1 , 8 1 0 . 2 0 $6 , 7 3 5 . 0 0 $8,545.20 04 1 1 8 2 1 3 2 0 0 4 0 57 3 2 B R U N S W I C K A V E N DO N A L D C H A M B E R L I N 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 3 2 0 0 0 7 57 3 3 B R U N S W I C K A V E N AN G E L A S W I E S N E R 62 . 0 0 $ 1 , 6 0 3 . 3 2 $6 , 7 3 5 . 0 0 $8,338.32 04 1 1 8 2 1 3 2 0 0 0 4 57 3 5 B R U N S W I C K A V E N IN E Z J B A U M A N 66 . 0 0 $ 1 , 7 0 6 . 7 6 $3 , 3 6 7 . 5 0 $5,074.26 (3) 04 1 1 8 2 1 3 2 0 1 0 2 57 3 9 B R U N S W I C K A V E N ME L O D I E K B O M B E C K 66 . 0 0 $ 1 , 7 0 6 . 7 6 $6 , 7 3 5 . 0 0 $8,441.76 04 1 1 8 2 1 3 2 0 0 4 1 57 4 0 B R U N S W I C K A V E N GE N O & L I S A F A R A C I 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 3 2 0 0 4 2 57 4 8 B R U N S W I C K A V E N RA M O N A & C O N N I E S M A R C O S 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 3 2 0 0 4 3 57 5 6 B R U N S W I C K A V E N MI C H A E L G M O H I N A N I 12 4 . 8 8 $ 3 , 2 2 9 . 4 0 $6 , 7 3 5 . 0 0 $9,964.40 04 1 1 8 2 1 3 2 0 0 0 3 57 5 7 B R U N S W I C K A V E N TH O M A S & A N G E L A J O Y C E 10 3 . 1 5 $ 2 , 6 6 7 . 4 6 $6 , 7 3 5 . 0 0 $9,402.46 (8) 04 1 1 8 2 1 1 1 0 0 0 1 58 0 0 CR Y S T A L A I R P O R T R D ME T R O A I R P O R T C O M M I S S I O N 13 8 9 . 6 0 $ 3 5 , 9 3 5 . 0 6 $6 , 7 3 5 . 0 0 $42,670.06 05 1 1 8 2 1 1 1 0 0 7 2 61 0 5 D O U G L A S D R N AL I S S A A T H O M A S 11 9 . 8 1 $1 , 5 4 9 . 1 4 $ 6 , 7 3 5 . 0 0 $8,284.14 05 1 1 8 2 1 1 1 0 0 1 6 61 1 5 D O U G L A S D R N KE N N E T H A K U T Z L E R 70 . 0 0 $9 0 5 . 1 0 $ 6 , 7 3 5 . 0 0 $7,640.10 05 1 1 8 2 1 1 1 0 1 0 4 60 4 3 F L O R I D A A V E N AP A R T A U T O I N C 83 . 9 8 $1 , 0 8 5 . 8 6 $ 6 , 7 3 5 . 0 0 $7,820.86 05 1 1 8 2 1 1 1 0 1 0 5 60 5 1 F L O R I D A A V E N JE R E M Y B & N I C O L E L H A G E N 86 . 0 0 $1 , 1 1 1 . 9 8 $ 6 , 7 3 5 . 0 0 $7,846.98 05 1 1 8 2 1 1 1 0 0 8 8 60 5 7 F L O R I D A A V E N VI C T O R I A T H A O & T O N G H A N G 66 . 0 0 $8 5 3 . 3 8 $ 6 , 7 3 5 . 0 0 $7,588.38 05 1 1 8 2 1 1 1 0 0 5 1 61 0 1 F L O R I D A A V E N SH A N D R I C H & S H A L O N A E A S L E Y 94 . 8 6 $1 , 2 2 6 . 5 4 $ 6 , 7 3 5 . 0 0 $7,961.54 05 1 1 8 2 1 1 1 0 0 8 6 61 1 1 F L O R I D A A V E N MI C H A E L W D A Y E 94 . 8 6 $1 , 2 2 6 . 5 4 $ 6 , 7 3 5 . 0 0 $7,961.54 05 1 1 8 2 1 1 1 0 0 8 2 61 2 1 F L O R I D A A V E N J US T I N W O O D 83 . 2 0 $1 , 0 7 5 . 7 8 $ 6 , 7 3 5 . 0 0 $7,810.78 05 1 1 8 2 1 1 1 0 0 4 5 61 3 1 F L O R I D A A V E N VA N G K O U V U E & M A I K A V A N G 77 . 4 7 $1 , 0 0 1 . 6 9 $ 6 , 7 3 5 . 0 0 $7,736.69 05 1 1 8 2 1 1 1 0 0 4 6 61 4 1 F L O R I D A A V E N M IC H E A L K A P P E S 73 . 0 0 $9 4 3 . 8 9 $ 6 , 7 3 5 . 0 0 $7,678.89 05 1 1 8 2 1 1 1 0 0 4 9 61 5 1 F L O R I D A A V E N TI M O T H Y O & T A R A L M C N A L L Y 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 05 1 1 8 2 1 1 1 0 0 9 5 61 5 2 F L O R I D A A V E N ED W A R D A J A C O B S O N 74 . 0 0 $9 5 6 . 8 2 $ 6 , 7 3 5 . 0 0 $7,691.82 05 1 1 8 2 1 1 1 0 0 9 4 61 6 0 F L O R I D A A V E N CL I N T E & J E N N I F E R L S C H U M A N N 12 3 . 0 0 $1 , 5 9 0 . 3 9 $ 6 , 7 3 5 . 0 0 $8,325.39 05 1 1 8 2 1 1 4 0 0 0 1 59 0 0 L A K E L A N D A V E N ME T R O A I R P O R T C O M M I S S I O N 67 2 . 2 5 $ 1 7 , 3 8 4 . 3 9 $81,201.08 $98,585.47 05 1 1 8 2 1 1 1 0 0 9 8 60 0 0 L A K E L A N D A V E N VA S U I N C 20 4 . 3 0 $2 , 6 4 1 . 6 0 $24,677.40 $27,319.00 05 1 1 8 2 1 1 1 0 0 9 6 60 1 4 L A K E L A N D A V E N RI C H A R D C & B R E N D A D R O S T A M O 28 3 . 0 0 $3 , 6 5 9 . 1 9 $34,183.57 $37,842.76 05 1 1 8 2 1 1 1 0 0 3 7 60 3 0 L A K E L A N D A V E N AP A R T A U T O I N C 19 6 . 9 8 $2 , 5 4 6 . 9 5 $23,793.21 $26,340.16 05 1 1 8 2 1 1 1 0 0 4 1 61 5 8 L A K E L A N D A V E N ST E P H A N F D O U G L A S 24 1 . 5 0 $ 6 , 2 4 5 . 1 9 $6 , 7 3 5 . 0 0 $12,980.19 05 1 1 8 2 1 1 1 0 0 1 9 63 0 0 L O M B A R D Y L A DU A N E W B A L T U S 21 5 . 1 4 $ 5 , 5 6 3 . 5 2 $6 , 7 3 5 . 0 0 $12,298.52 05 1 1 8 2 1 1 1 0 0 2 7 63 0 5 L O M B A R D Y L A SC O T T M & A N D R E A J T A Z E L A A R 13 5 . 5 0 $ 3 , 5 0 4 . 0 3 $6 , 7 3 5 . 0 0 $10,239.03 05 1 1 8 2 1 1 1 0 0 2 0 63 0 8 L O M B A R D Y L A TE R R E N C E E T A Y L O R 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 Pa g e 3 o f 1 1 8.7 Preliminary PI D N u m b e r Pr o p e r t y No . P r o p e r t y S t r e e t Ta y p a y e r N a m e As s e s s a b l e Fr o n t Fo o t a g e No C u r b A r e a ($ 2 5 . 8 6 / F F ) B6 1 8 C u r b Re p l a c e m e n t Ar e a ( $ 1 2 . 9 3 / F F ) Si n g l e F a m i l y / Du p l e x Commercial/ Non Profit Property ($120.79/FF)Total Phase 16 Street & Curb Assessment 05 1 1 8 2 1 1 1 0 0 2 8 63 1 3 L O M B A R D Y L A PA T R I C I A A N D E R S O N 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 05 1 1 8 2 1 1 1 0 0 2 1 63 1 6 L O M B A R D Y L A NI C O L A S J & B E T T Y J H E G E R 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 05 1 1 8 2 1 1 1 0 0 2 9 63 2 1 L O M B A R D Y L A DO N A L D R H E I N E N 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 05 1 1 8 2 1 1 1 0 0 2 2 63 2 4 L O M B A R D Y L A CH A D W I C K L A M O N T E T R O U P 86 . 9 0 $ 2 , 2 4 7 . 2 3 $6 , 7 3 5 . 0 0 $8,982.23 05 1 1 8 2 1 1 1 0 0 3 0 63 2 9 L O M B A R D Y L A LA R R Y A / C H R I S T I N E D H O W I E S O N 60 . 2 0 $ 1 , 5 5 6 . 7 7 $6 , 7 3 5 . 0 0 $8,291.77 05 1 1 8 2 1 1 1 0 0 8 3 63 3 3 L O M B A R D Y L A KU R T I S A H E N N I N G 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 05 1 1 8 2 1 1 1 0 0 2 3 64 0 0 L O M B A R D Y L A AL A N N A B G I B B S 95 . 0 0 $ 2 , 4 5 6 . 7 0 $6 , 7 3 5 . 0 0 $9,191.70 05 1 1 8 2 1 1 1 0 0 8 4 64 0 1 L O M B A R D Y L A RI C H A R D D E U T S C H E R & P A T R I C I A D E U T S C H E R 6 0 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 05 1 1 8 2 1 1 1 0 0 9 7 64 1 1 L O M B A R D Y L A TI M O T H Y J H E R L O F S K Y 12 0 . 0 0 $ 3 , 1 0 3 . 2 0 $6 , 7 3 5 . 0 0 $9,838.20 05 1 1 8 2 1 1 1 0 0 2 4 64 1 6 L O M B A R D Y LA JE S S E A P F A N N E N S T E I N 70 . 00 $ 1 , 8 1 0 . 2 0 $6 , 7 3 5 . 0 0 $8,545.20 05 1 1 8 2 1 1 1 0 0 2 5 64 2 0 L O M B A R D Y L A MO H A M E D O M A R S H A R I E F 70 . 0 0 $ 1 , 8 1 0 . 2 0 $6 , 7 3 5 . 0 0 $8,545.20 05 1 1 8 2 1 1 1 0 0 2 6 64 2 4 L O M B A R D Y L A RO G E R J & S H A R O N L T H O E N N E S 15 1 . 0 0 $1 , 9 5 2 . 4 3 $ 6 , 7 3 5 . 0 0 $8,687.43 04 1 1 8 2 1 4 1 0 0 9 8 56 5 7 O R C H A R D A V E N MA R Y L A N D E R S O N 19 1 . 2 2 $ 4 , 9 4 4 . 9 5 $6 , 7 3 5 . 0 0 $11,679.95 04 1 1 8 2 1 4 1 0 0 4 9 57 0 1 O R C H A R D A V E N ME L V I N L S L E T T E H A U G H 18 4 . 4 0 $ 4 , 7 6 8 . 5 8 $6 , 7 3 5 . 0 0 $11,503.58 04 1 1 8 2 1 4 1 0 1 3 1 57 5 7 O R C H A R D A V E N KE L L Y A M A I J A L A 12 8 . 6 8 $ 3 , 3 2 7 . 6 6 $6 , 7 3 5 . 0 0 $10,062.66 04 1 1 8 2 1 1 4 0 1 0 1 58 0 0 O R C H A R D A V E N JE S S I C A G R A H A M 13 3 . 4 3 $ 3 , 4 5 0 . 5 0 $6 , 7 3 5 . 0 0 $10,185.50 04 1 1 8 2 1 1 4 0 0 2 6 58 0 1 O R C H A R D A V E N PA L M E R C G R A P H E N T E E N 12 0 . 3 5 $ 3 , 1 1 2 . 2 5 $6 , 7 3 5 . 0 0 $9,847.25 04 1 1 8 2 1 1 4 0 0 2 7 58 0 9 O R C H A R D A V E N LI S A J M C C O M A S 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 4 0 1 0 0 58 1 6 O R C H A R D A V E N IH 3 P R O P E R T Y M N L P 70 . 0 1 $ 1 , 8 1 0 . 4 6 $6 , 7 3 5 . 0 0 $8,545.46 04 1 1 8 2 1 1 4 0 0 2 8 58 1 7 O R C H A R D A V E N JD A G R O U P L L C 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 4 0 0 9 9 58 2 4 O R C H A R D A V E N KO N G P H E N G G O W I N G & S E N G K H A M G O W I N G 6 0 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 1 4 0 0 2 9 58 2 5 O R C H A R D A V E N JO H N H O Y & O L G A D O V G O P O L A 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 4 0 0 9 8 58 3 0 O R C H A R D A V E N DE A N W M U R R A Y / S H A N N O N E B E R G 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 1 4 0 0 3 0 58 3 3 O R C H A R D A V E N JO A N N E E S E G N E R 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 4 0 0 8 6 58 3 6 O R C H A R D A V E N PH Y L L I S L H A A S 68 . 5 0 $ 1 , 7 7 1 . 4 1 $6 , 7 3 5 . 0 0 $8,506.41 04 1 1 8 2 1 1 4 0 0 3 1 58 4 1 O R C H A R D A V E N JA M E S E E H L E N 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 4 0 0 8 5 58 4 4 O R C H A R D A V E N LI B M A N B R O S LL C 68 . 5 0 $ 1 , 7 7 1 . 4 1 $6 , 7 3 5 . 0 0 $8,506.41 04 1 1 8 2 1 1 4 0 0 3 2 58 4 9 O R C H A R D A V E N JE F F E R S O N W & K E L S E Y L M A S O N 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 4 0 0 8 4 58 5 0 O R C H A R D A V E N RI C H A R D S F A I R B A N K S 68 . 5 0 $ 1 , 7 7 1 . 4 1 $6 , 7 3 5 . 0 0 $8,506.41 04 1 1 8 2 1 1 4 0 0 8 3 58 5 6 O R C H A R D A V E N CH R I S T I N E A T R A M O N T I N 17 9 . 9 1 $ 4 , 6 5 2 . 4 7 $6 , 7 3 5 . 0 0 $11,387.47 04 1 1 8 2 1 4 1 0 0 3 2 56 0 4 P E R R Y A V E N JO H N GR A V E S & L Y N N G R A V E S 76 . 7 1 $9 9 1 . 8 6 $ 6 , 7 3 5 . 0 0 $7,726.86 04 1 1 8 2 1 4 1 0 0 2 1 56 0 7 P E R R Y A V E N AN T H O N Y D & D O N N A M S M I T H 10 3 . 5 9 $1 , 3 3 9 . 4 2 $ 6 , 7 3 5 . 0 0 $8,074.42 04 1 1 8 2 1 4 1 0 0 3 1 56 1 0 P E R R Y AV E N TH A N A S A K S U E B L I N V O N G 63 . 7 2 $8 2 3 . 9 0 $ 6 , 7 3 5 . 0 0 $7,558.90 04 1 1 8 2 1 4 1 0 0 2 0 56 1 5 P E R R Y A V E N EU G E N I A C H I N Y E R E A N A H 69 . 5 6 $8 9 9 . 4 1 $ 6 , 7 3 5 . 0 0 $7,634.41 04 1 1 8 2 1 4 1 0 0 3 0 56 1 6 P E R R Y A V E N PA T R I C K B R E C Z I N S K I 66 . 0 0 $8 5 3 . 3 8 $ 6 , 7 3 5 . 0 0 $7,588.38 04 1 1 8 2 1 4 1 0 0 1 9 56 2 1 P E R R Y A V E N LA N C E P N O R D I N & J U L I E T C M A C H L E R 70 . 0 0 $9 0 5 . 1 0 $ 6 , 7 3 5 . 0 0 $7,640.10 04 1 1 8 2 1 4 1 0 0 2 9 56 2 2 P E R R Y AV E N W E N D A L L R & J A N E T K H U F F M A N 61 . 0 0 $7 8 8 . 7 3 $ 6 , 7 3 5 . 0 0 $7,523.73 04 1 1 8 2 1 4 1 0 0 2 8 56 2 8 P E R R Y A V E N NA J A J A C K S O N 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 4 1 0 0 1 8 56 2 9 P E R R Y A V E N DA N I E L A M O S 70 . 0 0 $9 0 5 . 1 0 $ 6 , 7 3 5 . 0 0 $7,640.10 04 1 1 8 2 1 4 1 0 0 2 7 56 3 4 P E R R Y A V E N JO H N & N Y U N G A N Y O N G K A H 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 4 1 0 0 1 7 56 3 7 P E R R Y A V E N MI C H A E L A N T H O N Y W I N T H E I S E R 70 . 0 0 $9 0 5 . 1 0 $ 6 , 7 3 5 . 0 0 $7,640.10 04 1 1 8 2 1 4 1 0 1 0 1 56 4 0 P E R R Y A V E N 20 1 5 - 2 I H 2 B O R R O W E R L P 10 3 . 9 0 $ 2 , 6 8 6 . 8 5 $6 , 7 3 5 . 0 0 $9,421.85 04 1 1 8 2 1 4 1 0 0 9 4 56 4 1 P E R R Y A V E N PA R K A V E H O M E S L L C 10 3 . 9 0 $ 2 , 6 8 6 . 8 5 $6 , 7 3 5 . 0 0 $9,421.85 04 1 1 8 2 1 4 1 0 1 0 2 56 4 8 P E R R Y A V E N RO S A S E R R A N O 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 4 1 0 0 9 3 56 4 9 P E R R Y A V E N JA S O N C C O Y L E 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 4 1 0 1 0 3 56 5 6 P E R R Y A V E N CL I N T C G U D I M 12 0 . 4 2 $ 3 , 1 1 4 . 0 6 $6 , 7 3 5 . 0 0 $9,849.06 04 1 1 8 2 1 4 1 0 0 9 2 56 5 7 P E R R Y AV E N RO G E R E K E S K E 12 0 . 4 2 $ 3 , 11 4 . 0 6 $6 , 7 3 5 . 0 0 $9,849.06 04 1 1 8 2 1 4 1 0 0 5 0 57 0 0 P E R R Y AV E N SH A W N J M A R K H A M & K A T H R Y N R F E R N H O L Z 1 3 5 . 0 0 $ 3 , 4 9 1 . 1 0 $6 , 7 3 5 . 0 0 $10,226.10 04 1 1 8 2 1 4 1 0 1 2 9 57 0 1 P E R R Y AV E N KA T H E R I N E E J O H N S O N 12 0 . 4 1 $ 3 , 1 1 3 . 8 0 $6 , 7 3 5 . 0 0 $9,848.80 04 1 1 8 2 1 4 1 0 0 5 1 57 0 8 P E R R Y A V E N NI C O L E F I N K E 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 4 1 0 1 2 8 57 0 9 P E R R Y A V E N LI S A C O L S O N 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 4 1 0 0 5 2 57 1 6 P E R R Y A V E N JU L I A N J G O N Z A G A 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 4 1 0 0 6 3 57 1 7 P E R R Y A V E N EL I A S G & S A R A H E D A V I L A 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 Pa g e 4 o f 1 1 8.7 Preliminary PI D N u m b e r Pr o p e r t y No . P r o p e r t y S t r e e t Ta y p a y e r N a m e As s e s s a b l e Fr o n t Fo o t a g e No C u r b A r e a ($ 2 5 . 8 6 / F F ) B6 1 8 C u r b Re p l a c e m e n t Ar e a ( $ 1 2 . 9 3 / F F ) Si n g l e F a m i l y / Du p l e x Commercial/ Non Profit Property ($120.79/FF)Total Phase 16 Street & Curb Assessment 04 1 1 8 2 1 4 1 0 0 5 3 57 2 4 P E R R Y A V E N AB D U L K A D I R J A M A & A H W A G I A M A 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 4 1 0 0 6 2 57 2 5 P E R R Y A V E N CR A I G B O J A N & C A R M E N B O J A N 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 4 1 0 0 5 4 57 3 2 P E R R Y A V E N MI C H A E L P U N D L I N 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 4 1 0 0 6 1 57 3 3 P E R R Y A V E N DA R I N C P E T E R S O N 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 4 1 0 0 5 5 57 4 0 P E R R Y A V E N GI N G E R S H A N K 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 4 1 0 0 6 0 57 4 1 P E R R Y A V E N JA N I C E K K U R T Z 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 4 1 0 0 5 6 57 4 8 P E R R Y A V E N KY L E R B A U M A N 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 4 1 0 0 5 9 57 4 9 P E R R Y A V E N SA R A H J H A L D E R 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 4 1 0 0 5 8 57 5 7 P E R R Y A V E N LE E S H A D F I T Z G E R A L D 12 4 . 9 5 $ 3 , 2 3 1 . 2 1 $6 , 7 3 5 . 0 0 $9,966.21 04 1 1 8 2 1 1 4 0 0 0 9 58 0 0 P E R R Y A V E N MA T T H E W R M E T T L E R 12 0 . 3 5 $ 3 , 1 1 2 . 2 5 $6 , 7 3 5 . 0 0 $9,847.25 04 1 1 8 2 1 1 4 0 0 1 3 58 0 1 P E R R Y AV E N JE F F R E Y J & S H A R O N P E T E R S O N 12 0 . 3 5 $ 3 , 1 1 2 . 2 5 $6 , 7 3 5 . 0 0 $9,847.25 04 1 1 8 2 1 1 4 0 0 1 2 58 0 7 P E R R Y A V E N RA C H E L A K H A N 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 4 0 0 0 8 58 0 8 P E R R Y A V E N AR I E L G A R C I A & L U C E R O M D A G I O 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 4 0 0 0 7 58 1 6 P E R R Y A V E N RY A N C S T O C K M A N 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 4 0 0 1 1 58 1 7 P E R R Y A V E N GE R A L D I N E H H A N D B E R G 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 4 0 0 0 6 58 2 4 P E R R Y A V E N W A N D A C B O D I N 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 4 0 0 1 0 58 2 5 P E R R Y A V E N DA N N Y V O & C H R I S T I N A D U O N G 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 4 0 0 3 7 58 3 2 P E R R Y A V E N GR E G O R Y S P O U L S O N 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 4 0 0 3 8 58 3 3 P E R R Y A V E N PH O U T H O N E P H O U T H A S A C K 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 4 0 0 3 6 58 4 0 P E R R Y AV E N NE I L M B O E H L K E & M E G A N A T H O M P S O N 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 4 0 0 3 9 58 4 1 P E R R Y A V E N MA I A N G E L T H O R 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 4 0 0 3 5 58 4 8 P E R R Y A V E N TO N I E H E R B S T 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 4 0 0 4 0 58 4 9 P E R R Y A V E N DA V I D & S H A R O N E R I C K S O N 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 4 0 0 3 4 58 5 6 P E R R Y A V E N JE R O M E H C H R I S T I A N S O N 12 3 . 9 5 $ 3 , 2 0 5 . 3 5 $6 , 7 3 5 . 0 0 $9,940.35 04 1 1 8 2 1 1 4 0 0 4 1 58 5 7 P E R R Y A V E N JA M E S P W I R T H 12 3 . 9 2 $ 3 , 2 0 4 . 5 7 $6 , 7 3 5 . 0 0 $9,939.57 04 1 1 8 2 1 1 4 0 0 7 2 59 0 1 P E R R Y A V E N JE R E M Y S C H M I T Z 11 8 . 2 7 $ 3 , 0 5 8 . 4 6 $6 , 7 3 5 . 0 0 $9,793.46 04 1 1 8 2 1 1 4 0 0 7 1 59 0 9 P E R R Y A V E N BE C K Y A T R A C E Y 73 . 0 0 $ 1 , 8 8 7 . 7 8 $6 , 7 3 5 . 0 0 $8,622.78 04 1 1 8 2 1 1 4 0 0 6 5 59 1 6 P E R R Y A V E N JU L I E M O R A L E S 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 4 0 0 7 0 59 1 7 P E R R Y A V E N NA T H A N R S C H M I D T 73 . 0 0 $ 1 , 8 8 7 . 7 8 $6 , 7 3 5 . 0 0 $8,622.78 04 1 1 8 2 1 1 4 0 0 6 6 59 2 4 P E R R Y A V E N KA T I E H E F T Y 80 . 0 0 $ 2 , 0 6 8 . 8 0 $6 , 7 3 5 . 0 0 $8,803.80 04 1 1 8 2 1 1 4 0 0 6 9 59 2 5 P E R R Y A V E N AR T H U R B M O G A 73 . 0 0 $ 1 , 8 8 7 . 7 8 $6 , 7 3 5 . 0 0 $8,622.78 04 1 1 8 2 1 1 4 0 0 9 6 59 3 2 P E R R Y A V E N GE N E W K A L I S C H 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 4 0 0 6 8 59 3 3 P E R R Y A V E N JE F F R E Y W B E C K M A N 73 . 0 0 $ 1 , 8 8 7 . 7 8 $6 , 7 3 5 . 0 0 $8,622.78 04 1 1 8 2 1 1 4 0 0 9 5 59 4 0 P E R R Y A V E N SH A N N O N H A U S E R 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 4 0 0 6 7 59 4 1 P E R R Y AV E N CA R O L J & E M E R Y A V R E D E N B U R G 45 . 2 2 $ 1 , 1 6 9 . 3 9 $6 , 7 3 5 . 0 0 $7,904.39 04 1 1 8 2 1 4 1 0 0 3 3 56 0 5 Q U A I L A V E N GR E G O R Y S J O D A H L 91 . 1 7 $1 , 1 7 8 . 8 3 $ 6 , 7 3 5 . 0 0 $7,913.83 04 1 1 8 2 1 4 1 0 0 2 2 56 0 6 Q U A I L A V E N DO U G L A S H & F A Y E L E R B E C K 45 . 6 3 $5 9 0 . 0 0 $ 6 , 7 3 5 . 0 0 $7,325.00 04 1 1 8 2 1 4 1 0 0 0 9 56 1 1 Q U A I L A V E N SL A W K O P . B E S T I L N Y 70 . 0 0 $9 0 5 . 1 0 $ 6 , 7 3 5 . 0 0 $7,640.10 04 1 1 8 2 1 4 1 0 0 0 5 56 1 2 Q U A I L A V E N CR A I G A L A N G U S T A F S O N 70 . 0 0 $9 0 5 . 1 0 $ 6 , 7 3 5 . 0 0 $7,640.10 04 1 1 8 2 1 4 1 0 0 0 8 56 1 7 Q U A I L A V E N JE F F R E Y D A C K E R M A N 70 . 0 0 $9 0 5 . 1 0 $ 6 , 7 3 5 . 0 0 $7,640.10 04 1 1 8 2 1 4 1 0 0 0 4 56 1 8 Q U A I L A V E N KE I T H W P E R S O N I U S 70 . 0 0 $9 0 5 . 1 0 $ 6 , 7 3 5 . 0 0 $7,640.10 04 1 1 8 2 1 4 1 0 0 0 7 56 2 3 Q U A I L A V E N C OL L E E N K H OO G E S T R A A T 70 . 0 0 $9 0 5 . 1 0 $ 6 , 7 3 5 . 0 0 $7,640.10 04 1 1 8 2 1 4 1 0 0 0 3 56 2 4 Q U A I L A V E N JU D I T H A W I L K I N S O N & E M I L Y W I L K I N S O N 70 . 0 0 $9 0 5 . 1 0 $ 6 , 7 3 5 . 0 0 $7,640.10 04 1 1 8 2 1 4 1 0 0 0 6 56 2 9 Q U A I L A V E N SA R A M I N O R 70 . 0 0 $9 0 5 . 1 0 $ 6 , 7 3 5 . 0 0 $7,640.10 04 1 1 8 2 1 4 1 0 0 0 2 56 3 0 Q U A I L A V E N WA Y N E J R E M E R 70 . 0 0 $9 0 5 . 1 0 $ 6 , 7 3 5 . 0 0 $7,640.10 04 1 1 8 2 1 4 1 0 0 9 5 56 4 0 Q U A I L A V E N DA N I E L G & S H A R O N M B Y E 10 3 . 8 0 $ 2 , 6 8 4 . 2 7 $6 , 7 3 5 . 0 0 $9,419.27 04 1 1 8 2 1 4 1 0 0 8 9 56 4 1 Q U A I L A V E N MA R J O R I E L Y N N K E I T H 10 3 . 8 0 $ 2 , 6 8 4 . 2 7 $6 , 7 3 5 . 0 0 $9,419.27 04 1 1 8 2 1 4 1 0 0 9 6 56 4 8 Q U A I L A V E N RA E L Y N N D U F F Y 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 4 1 0 0 8 8 56 4 9 Q U A I L A V E N J AM E S B L A P O I N T & S H E I L A D A N U R A H A R D J A 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 4 1 0 0 9 7 56 5 6 Q U A I L A V E N PA T R I C E D I A N N E J O H N S O N 12 0 . 4 2 $ 3 , 1 1 4 . 0 6 $6 , 7 3 5 . 0 0 $9,849.06 04 1 1 8 2 1 4 1 0 0 8 7 56 5 7 Q U A I L A V E N AN D R E W M D O W N S & A N D R E A L F L A H E R T Y 12 0 . 4 2 $ 3 , 1 1 4 . 0 6 $6 , 7 3 5 . 0 0 $9,849.06 04 1 1 8 2 1 4 1 0 0 6 6 57 0 0 Q U A I L A V E N HA R O L D P R I C E 12 0 . 4 1 $ 3 , 1 1 3 . 8 0 $6 , 7 3 5 . 0 0 $9,848.80 04 1 1 8 2 1 4 1 0 0 8 1 57 0 1 Q U A I L A V E N TR A N G T H I X U A N C A N 12 0 . 4 1 $ 3 , 1 1 3 . 8 0 $6 , 7 3 5 . 0 0 $9,848.80 Pa g e 5 o f 1 1 8.7 Preliminary PI D N u m b e r Pr o p e r t y No . P r o p e r t y S t r e e t Ta y p a y e r N a m e As s e s s a b l e Fr o n t Fo o t a g e No C u r b A r e a ($ 2 5 . 8 6 / F F ) B6 1 8 C u r b Re p l a c e m e n t Ar e a ( $ 1 2 . 9 3 / F F ) Si n g l e F a m i l y / Du p l e x Commercial/ Non Profit Property ($120.79/FF)Total Phase 16 Street & Curb Assessment 04 1 1 8 2 1 4 1 0 0 6 7 57 0 8 Q U A I L A V E N MI C H A E L O W E N 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 4 1 0 0 8 0 57 0 9 Q U A I L A V E N JE A N E T T A M B A R H O R S T 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 4 1 0 0 6 8 57 1 6 Q U A I L A V E N JA Y A S D A R A 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 4 1 0 0 7 9 57 1 7 Q U A I L A V E N MA R K W S K R O V E 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 4 1 0 0 6 9 57 2 4 Q U A I L A V E N RO A N N E C H O P K I N S 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 4 1 0 0 7 8 57 2 5 Q U A I L A V E N BR U C E AL B E R T S E V E R S O N 75 . 0 0 $ 1 , 93 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 4 1 0 0 7 0 57 3 2 Q U A I L A V E N T ER R E N C E L E E & M E L A N I E L E E 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 4 1 0 0 7 7 57 3 3 Q U A I L A V E N D E & G R P E R K I N S 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 4 1 0 0 7 1 57 4 0 Q U A I L A V E N MI C H A E L K O R S T A D & E L I Z A B E T H B E N E D I C K 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 4 1 0 0 7 6 57 4 1 Q U A I L A V E N GI L M E R R G U L B R A N S O N 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 4 1 0 0 7 2 57 4 8 Q U A I L A V E N NI C O L E L B E R G S T R E S S E R 75 . 0 0 $ 1 , 93 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 4 1 0 0 7 5 57 4 9 Q U A I L A V E N KE I T H K H A R R I S 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 4 1 0 0 7 3 57 5 6 Q U A I L A V E N YE E V U E 12 5 . 0 5 $ 3 , 2 3 3 . 7 9 $6 , 7 3 5 . 0 0 $9,968.79 04 1 1 8 2 1 4 1 0 0 7 4 57 5 7 Q U A I L A V E N MA R Y B K R M P O T I C H & P A T R I C K M K I E N I T Z 12 5 . 0 5 $ 3 , 2 3 3 . 7 9 $6 , 7 3 5 . 0 0 $9,968.79 04 1 1 8 2 1 1 4 0 0 1 4 58 0 0 Q U A I L A V E N JO D I R B A R E S 12 0 . 3 4 $ 3 , 1 1 1 . 9 9 $6 , 7 3 5 . 0 0 $9,846.99 04 1 1 8 2 1 1 4 0 0 2 1 58 0 1 Q U A I L A V E N RA Y C & J U D Y E P O N T I U S 12 0 . 3 4 $ 3 , 1 1 1 . 9 9 $6 , 7 3 5 . 0 0 $9,846.99 04 1 1 8 2 1 1 4 0 0 1 5 58 0 8 Q U A I L A V E N BR E N T K I L I F F 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 4 0 0 2 0 58 0 9 Q U A I L A V E N DO N N A P O N T I U S 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 4 0 0 1 6 58 1 2 Q U A I L A V E N DW A Y N E G M E I E R 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 4 0 0 1 9 58 1 7 Q U A I L A V E N DA N I E L G S C H W A N K L 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 4 0 0 1 7 58 2 4 Q U A I L A V E N CH E R Y L L M A T T I S O N 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 4 0 0 1 8 58 2 5 Q U A I L A V E N MA R K R & L O R I A A N D E R S O N 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 4 0 0 4 5 58 3 2 Q U A I L A V E N LA U R A A T O R K E L S O N 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 4 0 0 5 7 58 3 3 Q U A I L A V E N RO S E M A R Y K O D E T 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 4 0 0 4 4 58 4 0 Q U A I L A V E N DE B R A L D A B E R K O W - W R I G H T & L E N A R D W R I G H 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 4 0 0 5 6 58 4 1 Q U A I L A V E N LI N D A O K O K P U J I E 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 4 0 0 4 3 58 4 8 Q U A I L A V E N FL O R E N C E J R I E S G R A F 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 4 0 0 5 5 58 4 9 Q U A I L A V E N 20 1 5 - 2 I H 2 B O R R O W E R L P 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 4 0 0 4 2 58 5 6 Q U A I L A V E N JO S E P H C E I L E R 12 3 . 6 8 $ 3 , 1 9 8 . 3 6 $6 , 7 3 5 . 0 0 $9,933.36 04 1 1 8 2 1 1 4 0 0 5 4 58 5 7 Q U A I L A V E N PA T R I C I A J L E R O H L 12 3 . 6 0 $ 3 , 1 9 6 . 3 0 $6 , 7 3 5 . 0 0 $9,931.30 04 1 1 8 2 1 1 4 0 0 7 3 59 0 0 Q U A I L A V E N MA T T H E W S A A R I 11 8 . 2 7 $ 3 , 0 5 8 . 4 6 $6 , 7 3 5 . 0 0 $9,793.46 04 1 1 8 2 1 1 4 0 0 5 3 59 0 1 Q U A I L A V E N BE T T Y M F O S S 12 0 . 2 7 $ 3 , 1 1 0 . 1 8 $6 , 7 3 5 . 0 0 $9,845.18 04 1 1 8 2 1 1 4 0 0 7 4 59 0 8 Q U A I L A V E N LA R R Y C P I N K 73 . 0 0 $ 1 , 8 8 7 . 7 8 $6 , 7 3 5 . 0 0 $8,622.78 04 1 1 8 2 1 1 4 0 0 5 2 59 0 9 Q U A I L A V E N AA H O M E S L L C 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 4 0 0 7 5 59 1 6 Q U A I L A V E N JA M E S C S W A N S O N 73 . 0 0 $ 1 , 8 8 7 . 7 8 $6 , 7 3 5 . 0 0 $8,622.78 04 1 1 8 2 1 1 4 0 0 5 1 59 1 7 Q U A I L A V E N W A N D A R A E H A W K I N S 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 4 0 0 7 6 59 2 4 Q U A I L A V E N HA R O L D L E M K E 73 . 0 0 $ 1 , 8 8 7 . 7 8 $6 , 7 3 5 . 0 0 $8,622.78 04 1 1 8 2 1 1 4 0 0 5 0 59 2 5 Q U A I L A V E N RO L A N D B C R U S E 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 4 0 0 7 7 59 3 2 Q U A I L A V E N ME G A N J N E S I U S 73 . 0 0 $ 1 , 8 8 7 . 7 8 $6 , 7 3 5 . 0 0 $8,622.78 04 1 1 8 2 1 1 4 0 0 9 4 59 3 3 Q U A I L A V E N LA W R E N C E L I N D B E R G 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 4 0 0 7 8 59 4 0 Q U A I L A V E N AN S E L K D O M I N G U E Z G E N I S 12 1 . 7 4 $ 3 , 1 4 8 . 2 0 $6 , 7 3 5 . 0 0 $9,883.20 04 1 1 8 2 1 1 4 0 0 9 3 59 4 1 Q U A I L A V E N JA N I C E K S K A T T E R 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 4 0 0 9 2 59 4 9 Q U A I L A V E N BO Y D & D E B R A R O H R E R 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 4 0 0 9 1 59 5 7 Q U A I L A V E N JA M E E C A M E R O N 79 . 6 0 $ 2 , 0 5 8 . 4 6 $6 , 7 3 5 . 0 0 $8,793.46 04 1 1 8 2 1 1 4 0 0 7 9 60 0 0 Q U A I L A V E N ST O N E Y J A C K S O N & M A R S H A M C M U R D O 12 0 . 0 0 $ 3 , 1 0 3 . 2 0 $6 , 7 3 5 . 0 0 $9,838.20 04 1 1 8 2 1 4 4 0 0 1 5 56 0 0 R E G E N T A V E N SH O L A W E A H & K O O N E N L A Y W E A H 72 . 4 0 $ 1 , 8 7 2 . 2 6 $6 , 7 3 5 . 0 0 $8,607.26 04 1 1 8 2 1 4 4 0 0 1 4 56 0 2 R E G E N T A V E N JA R E D J F I N D E L L 80 . 0 0 $ 2 , 0 6 8 . 8 0 $6 , 7 3 5 . 0 0 $8,803.80 04 1 1 8 2 1 4 3 0 0 0 7 56 0 5 R E G E N T AV E N DA V I D & J E N N I F E R L E N A R T DE N N I S L E N A R T 10 0 . 0 0 $ 2 , 5 8 6 . 0 0 $6 , 7 3 5 . 0 0 $9,321.00 04 1 1 8 2 1 4 4 0 0 1 3 56 0 6 R E G E N T A V E N JE S S E J O H N N E L S O N 10 9 . 8 7 $ 2 , 06 8 . 8 0 $ 3 8 6 . 2 2 $ 6 , 7 3 5 . 0 0 $9,190.02 04 1 1 8 2 1 4 2 0 0 0 9 56 0 7 R E G E N T A V E N HE R M A N C A P I T A L P A R T N E R S I I I 16 9 . 4 0 $ 4 , 3 8 0 . 6 8 $6 , 7 3 5 . 0 0 $11,115.68 04 1 1 8 2 1 4 1 0 0 0 1 56 0 8 R E G E N T A V E N MO N A L I S A O U A J E 10 6 . 1 6 $ 1 , 9 7 3 . 8 9 $ 3 8 5 . 7 0 $ 6 , 7 3 5 . 0 0 $9,094.59 04 1 1 8 2 1 4 1 0 0 1 0 56 1 2 R E G E N T A V E N RO B E R T J O H N S O N 70 . 0 0 $ 1 , 8 1 0 . 2 0 $6 , 7 3 5 . 0 0 $8,545.20 Pa g e 6 o f 1 1 8.7 Preliminary PI D N u m b e r Pr o p e r t y No . P r o p e r t y S t r e e t Ta y p a y e r N a m e As s e s s a b l e Fr o n t Fo o t a g e No C u r b A r e a ($ 2 5 . 8 6 / F F ) B6 1 8 C u r b Re p l a c e m e n t Ar e a ( $ 1 2 . 9 3 / F F ) Si n g l e F a m i l y / Du p l e x Commercial/ Non Profit Property ($120.79/FF)Total Phase 16 Street & Curb Assessment 04 1 1 8 2 1 4 1 0 0 1 1 56 1 8 R E G E N T A V E N PA T R I C I A L M O S S 70 . 0 0 $ 1 , 8 1 0 . 2 0 $6 , 7 3 5 . 0 0 $8,545.20 04 1 1 8 2 1 4 2 0 0 0 8 56 2 1 R E G E N T A V E N JA C O B & T O N K O R K O L L I E 70 . 2 0 $ 1 , 8 1 5 . 3 7 $6 , 7 3 5 . 0 0 $8,550.37 04 1 1 8 2 1 4 1 0 0 1 2 56 2 4 R E G E N T A V E N MR C L I F F O R D A S I M P S O N 70 . 0 0 $ 1 , 8 1 0 . 2 0 $6 , 7 3 5 . 0 0 $8,545.20 04 1 1 8 2 1 4 2 0 0 0 7 56 2 7 R E G E N T A V E N KE I T H T & S U S A N M W E I M A N 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 4 1 0 0 1 3 56 3 0 R E G E N T A V E N JU L I E A F U J A N 70 . 0 0 $ 1 , 8 1 0 . 2 0 $6 , 7 3 5 . 0 0 $8,545.20 04 1 1 8 2 1 4 2 0 0 0 6 56 3 3 R E G E N T A V E N KE N N E T H R I C E 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 4 1 0 0 9 0 56 4 0 R E G E N T A V E N KE V I N G M A A S 10 3 . 7 0 $ 2 , 6 8 1 . 6 8 $6 , 7 3 5 . 0 0 $9,416.68 04 1 1 8 2 1 4 2 0 0 4 1 56 4 1 R E G E N T A V E N CH A R L E S J & E D W A R D J K L I N G 10 3 . 7 0 $ 2 , 6 8 1 . 6 8 $6 , 7 3 5 . 0 0 $9,416.68 04 1 1 8 2 1 4 1 0 1 2 7 56 4 6 R E G E N T A V E N SO N T H A N H N G U Y E N 70 . 0 0 $ 1 , 8 1 0 . 2 0 $6 , 7 3 5 . 0 0 $8,545.20 04 1 1 8 2 1 4 2 0 0 4 0 56 4 9 R E G E N T A V E N DE B O R A H A W E N Z E L 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 4 1 0 1 2 6 56 5 2 R E G E N T A V E N AD A M U T Y I F R U 12 5 . 4 2 $ 3 , 2 4 3 . 3 6 $6 , 7 3 5 . 0 0 $9,978.36 04 1 1 8 2 1 4 2 0 0 3 9 56 5 7 R E G E N T A V E N GE N E V I E V E S C O T T N O R D S T R O M 12 0 . 4 2 $ 3 , 1 1 4 . 0 6 $6 , 7 3 5 . 0 0 $9,849.06 04 1 1 8 2 1 4 1 0 0 8 3 57 0 0 R E G E N T A V E N MI C H A E L S U N D Q U I S T / D A R L E N E S U N D Q U I S T 1 2 0 . 4 1 $ 3 , 1 1 3 . 8 0 $6 , 7 3 5 . 0 0 $9,848.80 04 1 1 8 2 1 4 2 0 0 3 2 57 0 1 R E G E N T A V E N NI C H O L A S W R I C H A R D 12 0 . 4 1 $ 3 , 1 1 3 . 8 0 $6 , 7 3 5 . 0 0 $9,848.80 04 1 1 8 2 1 4 1 0 0 8 2 57 0 6 R E G E N T A V E N JO H N B S T A S K I V I G E 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 4 2 0 0 3 3 57 0 9 R E G E N T A V E N DE N I C E L C O M P T O N 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 4 2 0 0 3 0 57 1 5 R E G E N T A V E N SA R A H E R I C K S O N 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 4 1 0 0 8 4 57 1 6 R E G E N T A V E N AU R A L E A L L E I N U M 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 4 1 0 0 8 5 57 2 4 R E G E N T A V E N ST E P H E N J L E E 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 4 2 0 0 3 1 57 2 5 R E G E N T A V E N TO D D O W E N S & J E R I K A O W E N S 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 4 2 0 0 1 7 57 3 1 R E G E N T A V E N TH O M A S L R U E N 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 4 1 0 0 3 8 57 3 2 R E G E N T A V E N DA N I E L L E M A C H E S K Y 80 . 0 0 $ 2 , 0 6 8 . 8 0 $6 , 7 3 5 . 0 0 $8,803.80 04 1 1 8 2 1 4 2 0 0 1 6 57 3 7 R E G E N T A V E N A LL A R E A M A N A G E M E N T AL I S H E R H A M R A K U L O V 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 4 1 0 0 3 7 57 4 0 R E G E N T A V E N DA N A J C O N L A N 70 . 0 0 $ 1 , 8 1 0 . 2 0 $6 , 7 3 5 . 0 0 $8,545.20 04 1 1 8 2 1 4 2 0 0 1 5 57 4 3 R E G E N T A V E N DA V I D E & P A T R I C A M K R O U L I K 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 4 1 0 0 8 6 57 4 8 R E G E N T A V E N TH E O D O R E W I N S T E A D 20 0 . 1 5 $ 5 , 1 7 5 . 8 8 $6 , 7 3 5 . 0 0 $11,910.88 04 1 1 8 2 1 4 2 0 0 1 4 57 4 9 R E G E N T A V E N ST E P H A N I E N D U T T O N 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 4 2 0 0 1 3 57 5 7 R E G E N T A V E N KE V I N & K A T H L E E N F I T Z H E N R Y 11 0 . 1 5 $1 , 4 2 4 . 2 4 $ 6 , 7 3 5 . 0 0 $8,159.24 04 1 1 8 2 1 1 4 0 0 2 2 58 0 0 R E G E N T A V E N DA R R E L C B U R KS T R A N D 12 0 . 3 4 $ 3 , 1 1 1 . 9 9 $6 , 7 3 5 . 0 0 $9,846.99 04 1 1 8 2 1 1 3 0 0 1 7 58 0 1 R E G E N T A V E N ED N A E K U G L I N 12 1 . 0 0 $ 3 , 1 2 9 . 0 6 $6 , 7 3 5 . 0 0 $9,864.06 04 1 1 8 2 1 1 4 0 0 2 3 58 0 8 R E G E N T A V E N AS H L E Y F O N G S A M O U T H 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 3 0 0 1 8 58 0 9 R E G E N T A V E N GE N E A B A R T Z 75 . 7 0 $ 1 , 9 5 7 . 6 0 $6 , 7 3 5 . 0 0 $8,692.60 04 1 1 8 2 1 1 4 0 0 2 4 58 1 6 R E G E N T A V E N J L & M L F A UT S C H 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 3 0 0 1 9 58 1 7 R E G E N T A V E N AN T H O N Y A P E R R A 75 . 7 0 $ 1 , 9 5 7 . 6 0 $6 , 7 3 5 . 0 0 $8,692.60 04 1 1 8 2 1 1 4 0 0 2 5 58 2 4 R E G E N T A V E N BR I A N L O J A 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 3 0 0 2 0 58 2 5 R E G E N T A V E N CO R E Y G M C N E A L 75 . 7 0 $ 1 , 9 5 7 . 6 0 $6 , 7 3 5 . 0 0 $8,692.60 04 1 1 8 2 1 1 4 0 0 5 8 58 3 2 R E G E N T A V E N JA M E S S H E S S 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 3 0 0 2 1 58 3 3 R E G E N T A V E N BO N N I E A N D E R S O N 75 . 7 0 $ 1 , 9 5 7 . 6 0 $6 , 7 3 5 . 0 0 $8,692.60 04 1 1 8 2 1 1 4 0 0 5 9 58 4 0 R E G E N T A V E N RO G E R J L A Y C O C K 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 3 0 0 2 2 58 4 1 R E G E N T A V E N CR I S T O B A L J A M B R I Z & L I A N N A L A M B R I Z 75 . 7 0 $ 1 , 9 5 7 . 6 0 $6 , 7 3 5 . 0 0 $8,692.60 04 1 1 8 2 1 1 4 0 0 6 0 58 4 8 R E G E N T A V E N AN D R E W P I R V I N G 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 3 0 0 2 3 58 4 9 R E G E N T A V E N RU S S E L L C H A R L E S L I N D 75 . 7 0 $ 1 , 9 5 7 . 6 0 $6 , 7 3 5 . 0 0 $8,692.60 04 1 1 8 2 1 1 4 0 0 6 1 58 5 6 R E G E N T A V E N JO Y C E E H E L D 12 3 . 4 1 $ 3 , 1 9 1 . 3 8 $6 , 7 3 5 . 0 0 $9,926.38 04 1 1 8 2 1 1 3 0 0 2 4 58 5 7 R E G E N T A V E N JO S E R E F U G I O M A G U I L A R 12 1 . 5 0 $ 3 , 1 4 1 . 9 9 $6 , 7 3 5 . 0 0 $9,876.99 04 1 1 8 2 1 1 4 0 0 4 6 59 0 0 R E G E N T A V E N JE S S I C A L I N N 12 0 . 2 7 $ 3 , 1 1 0 . 1 8 $6 , 7 3 5 . 0 0 $9,845.18 04 1 1 8 2 1 1 3 0 0 0 9 59 0 1 R E G E N T A V E N TH O M A S I & J E N N I F E R L W O J A C K 12 0 . 6 0 $ 3 , 1 1 8 . 7 2 $6 , 7 3 5 . 0 0 $9,853.72 04 1 1 8 2 1 1 4 0 0 4 7 59 0 8 R E G E N T A V E N NI K O L U S H I L D R E T H & T A N Y A C O D E R E 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 3 0 0 1 0 59 0 9 R E G E N T A V E N SE T H P J O H N S O N 75 . 3 0 $ 1 , 9 4 7 . 2 6 $6 , 7 3 5 . 0 0 $8,682.26 04 1 1 8 2 1 1 4 0 0 4 8 59 1 6 R E G E N T A V E N LA R R Y A & P A M E L A A A R I T T 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 3 0 0 1 1 59 1 7 R E G E N T A V E N JA M E S & R O N D A H E L D 75 . 3 0 $ 1 , 9 4 7 . 2 6 $6 , 7 3 5 . 0 0 $8,682.26 04 1 1 8 2 1 1 4 0 0 4 9 59 2 4 R E G E N T A V E N W I L L I A M R H A N S E N 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 3 0 0 1 2 59 2 5 R E G E N T A V E N SE C Y H S G & U R B A N D E V E L 75 . 3 0 $ 1 , 9 4 7 . 2 6 $6 , 7 3 5 . 0 0 $8,682.26 Pa g e 7 o f 1 1 8.7 Preliminary PI D N u m b e r Pr o p e r t y No . P r o p e r t y S t r e e t Ta y p a y e r N a m e As s e s s a b l e Fr o n t Fo o t a g e No C u r b A r e a ($ 2 5 . 8 6 / F F ) B6 1 8 C u r b Re p l a c e m e n t Ar e a ( $ 1 2 . 9 3 / F F ) Si n g l e F a m i l y / Du p l e x Commercial/ Non Profit Property ($120.79/FF)Total Phase 16 Street & Curb Assessment 04 1 1 8 2 1 1 4 0 0 8 7 59 3 2 R E G E N T A V E N TH O M A S J W I L L I A M S 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 3 0 0 1 3 59 3 3 R E G E N T A V E N DU A N E K & T A M M I E H A R M A N 75 . 3 0 $ 1 , 9 4 7 . 2 6 $6 , 7 3 5 . 0 0 $8,682.26 04 1 1 8 2 1 1 4 0 0 8 8 59 4 0 R E G E N T A V E N LE O J & S H E R R I L T O M P E R I 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 3 0 0 1 4 59 4 1 R E G E N T A V E N NA T H A N T C A S P E R S 75 . 3 0 $1 , 9 4 7 . 2 6 $6 , 7 3 5 . 0 0 $8,682.26 04 1 1 8 2 1 1 4 0 0 8 9 59 4 8 R E G E N T A V E N ED W AR D F B R I N I G 75 . 0 0 $ 1 , 9 3 9 . 5 0 $6 , 7 3 5 . 0 0 $8,674.50 04 1 1 8 2 1 1 3 0 0 1 5 59 4 9 R E G E N T A V E N JA M E S C & D O R L E N E L C O T T E W 75 . 3 0 $ 1 , 9 4 7 . 2 6 $6 , 7 3 5 . 0 0 $8,682.26 04 1 1 8 2 1 1 4 0 0 9 0 59 5 6 R E G E N T A V E N RA Y M O N D C O W A N & M O N I C A H I N Z 80 . 4 4 $ 2 , 0 8 0 . 1 8 $6 , 7 3 5 . 0 0 $8,815.18 04 1 1 8 2 1 1 3 0 0 1 6 59 5 7 R E G E N T A V E N KA R E N L H A R T N E C K 75 . 6 7 $ 1 , 9 5 6 . 8 3 $6 , 7 3 5 . 0 0 $8,691.83 04 1 1 8 2 1 4 4 0 0 6 2 55 2 0 T W I N L A K E T E R DR E W G & T E R R I L K A B A N U K 11 7 . 8 0 $ 3 , 0 4 6 . 3 1 $6 , 7 3 5 . 0 0 $9,781.31 04 1 1 8 2 1 4 4 0 0 0 2 56 0 0 T W I N L A K E T E R SC O T T A O L S O N 10 1 . 1 9 $ 2 , 6 1 6 . 7 7 $6 , 7 3 5 . 0 0 $9,351.77 04 1 1 8 2 1 4 4 0 0 0 1 56 0 1 T W I N L A K E T E R MA T T H E W & J A Y D E W I E S E R 14 2 . 4 0 $ 3 , 6 8 2 . 4 6 $6 , 7 3 5 . 0 0 $10,417.46 (1) 04 1 1 8 2 1 4 4 0 0 0 4 56 0 8 T W I N L A K E T E R CI N D Y R S P I E L M A N 10 1 . 9 0 $ 2 , 6 3 5 . 1 3 $6 , 7 3 5 . 0 0 $9,370.13 04 1 1 8 2 1 4 4 0 0 0 3 56 0 9 T W I N L A K E T E R LA U R I E A K O W A L S K I 10 1 . 9 0 $ 2 , 6 3 5 . 1 3 $6 , 7 3 5 . 0 0 $9,370.13 04 1 1 8 2 1 4 4 0 0 1 9 56 1 4 T W I N L A K E T E R JU S T I N S T R A H A N 71 . 9 6 $ 1 , 8 6 0 . 8 9 $6 , 7 3 5 . 0 0 $8,595.89 04 1 1 8 2 1 4 4 0 0 1 7 56 1 5 T W I N L A K E T E R H H H A R M S E N J R 74 . 6 0 $ 1 , 9 2 9 . 1 6 $6 , 7 3 5 . 0 0 $8,664.16 04 1 1 8 2 1 4 4 0 0 1 6 56 2 1 T W I N L A K E T E R P & N P R O P E R T I E S L L C 74 . 0 3 $ 1 , 9 1 4 . 4 2 $6 , 7 3 5 . 0 0 $8,649.42 04 1 1 8 2 1 4 4 0 0 1 8 56 2 2 T W I N L A K E TE R KA V E H & K A R A R A H I M I 71 . 74 $ 1 , 8 5 5 . 2 0 $6 , 7 3 5 . 0 0 $8,590.20 04 1 1 8 2 1 4 1 0 0 1 5 56 2 7 T W I N L A K E T E R RI C K Y J & D O N N A L M A D S E N 74 . 6 0 $ 1 , 9 2 9 . 1 6 $6 , 7 3 5 . 0 0 $8,664.16 04 1 1 8 2 1 4 1 0 0 1 6 56 3 0 T W I N L A K E T E R JO S E P H M C H E N E Y 14 3 . 4 9 $ 3 , 7 1 0 . 6 5 $6 , 7 3 5 . 0 0 $10,445.65 04 1 1 8 2 1 4 1 0 0 1 4 56 3 3 T W I N L A K E T E R TI M O T H Y O L S O N & P A U L A O L S O N 74 . 5 9 $ 1 , 9 2 8 . 9 0 $6 , 7 3 5 . 0 0 $8,663.90 04 1 1 8 2 1 4 1 0 0 3 6 56 3 6 T W I N L A K E T E R JO H N D & L I N D A C R I C H A R D S O N 97 . 6 1 $ 2 , 5 2 4 . 1 9 $6 , 7 3 5 . 0 0 $9,259.19 04 1 1 8 2 1 4 1 0 0 3 5 56 3 9 T W I N L A K E T E R KR I S T I N M CO T T O R 87 . 0 6 $ 2 , 2 5 1 . 3 7 $6 , 7 3 5 . 0 0 $8,986.37 04 1 1 8 2 1 4 1 0 1 2 5 56 4 4 T W I N L A K E T E R JO Y C E A A G N E S S 96 . 1 1 $ 2 , 4 8 5 . 4 0 $6 , 7 3 5 . 0 0 $9,220.40 04 1 1 8 2 1 4 1 0 0 4 0 56 4 5 T W I N L A K E T E R GA Y L E E A L B E R T 99 . 5 3 $ 2 , 5 7 3 . 8 5 $6 , 7 3 5 . 0 0 $9,308.85 04 1 1 8 2 1 4 1 0 1 0 4 56 5 1 T W I N L A K E T E R BR A D L EY J & M O L L Y S A N D E R S O N 99 . 8 8 $ 2 , 5 8 2 . 9 0 $6 , 7 3 5 . 0 0 $9,317.90 04 1 1 8 2 1 4 1 0 1 0 5 56 5 2 T W I N L A K E T E R NI C H O L A S J E L L E R I N G 10 8 . 1 0 $ 2 , 7 9 5 . 4 7 $6 , 7 3 5 . 0 0 $9,530.47 03 1 1 8 2 1 3 2 0 0 2 3 56 5 6 T W I N L A K E T E R LU T H E R A & J I L L I A N D B E L L 96 . 9 3 $ 2 , 5 0 6 . 6 1 $6 , 7 3 5 . 0 0 $9,241.61 04 1 1 8 2 1 4 1 0 1 2 1 56 5 9 T W I N L A K E T E R MY R O N B G R E E N & A N N A T G R E E N 14 0 . 2 2 $ 3 , 6 2 6 . 0 9 $6 , 7 3 5 . 0 0 $10,361.09 03 1 1 8 2 1 3 2 0 0 1 8 56 6 4 T W I N L A K E T E R TH O M A S G F R E N Z E L 85 . 0 0 $ 2 , 1 9 8 . 1 0 $6 , 7 3 5 . 0 0 $8,933.10 03 1 1 8 2 1 3 2 0 0 1 7 57 0 0 T W I N L A K E T E R DA L E K M E L B Y 85 . 0 0 $ 2 , 1 9 8 . 1 0 $6 , 7 3 5 . 0 0 $8,933.10 04 1 1 8 2 1 4 1 0 1 1 1 57 0 1 T W I N L A K E T E R RO B I N & M I C H A E L G O N Z Z L E S 12 0 . 2 7 $ 3 , 1 1 0 . 1 8 $6 , 7 3 5 . 0 0 $9,845.18 03 1 1 8 2 1 3 2 0 0 1 6 57 0 8 T W I N L A K E T E R JA M E S P A V L I K & O L E N A P A V L I K 85 . 0 0 $ 2 , 1 9 8 . 1 0 $6 , 7 3 5 . 0 0 $8,933.10 04 1 1 8 2 1 4 1 0 1 1 0 57 0 9 T W I N L A K E T E R SA M A N T H A J O A N N E L S O N 90 . 7 9 $ 2 , 3 4 7 . 8 3 $6 , 7 3 5 . 0 0 $9,082.83 03 1 1 8 2 1 3 2 0 0 1 5 57 1 6 T W I N L A K E T E R NE W O I L C H R I S T I A N C E N T E R 85 . 0 0 $ 2 , 1 9 8 . 1 0 $6 , 7 3 5 . 0 0 $8,933.10 04 1 1 8 2 1 4 1 0 1 2 4 57 1 9 T W I N L A K E T E R SA M U E L L R O U S S E 10 0 . 0 0 $ 2 , 5 8 6 . 0 0 $6 , 7 3 5 . 0 0 $9,321.00 03 1 1 8 2 1 3 2 0 0 1 4 57 2 4 T W I N L A K E T E R DE A N R L A R S O N 85 . 0 0 $ 2 , 1 9 8 . 1 0 $6 , 7 3 5 . 0 0 $8,933.10 04 1 1 8 2 1 4 1 0 1 2 3 57 3 1 T W I N L A K E T E R HE A T H E R L H A N S O N & H A R T E D Q U I M B Y 95 . 0 0 $ 2 , 4 5 6 . 7 0 $6 , 7 3 5 . 0 0 $9,191.70 03 1 1 8 2 1 3 2 0 0 1 3 57 3 2 T W I N L A K E T E R GA R Y & S A N D R A D V A U G H N 85 . 0 0 $ 2 , 1 9 8 . 1 0 $6 , 7 3 5 . 0 0 $8,933.10 03 1 1 8 2 1 3 2 0 0 0 8 57 3 9 T W I N L A K E T E R TH O M A S R & D O N N A L H O W A R D 80 . 0 0 $ 2 , 0 6 8 . 8 0 $6 , 7 3 5 . 0 0 $8,803.80 03 1 1 8 2 1 3 2 0 0 1 2 57 4 0 T W I N L A K E T E R JA Y W M A R T I N & M E R R I L L A M A R T I N 85 . 0 0 $ 2 , 1 9 8 . 1 0 $6 , 7 3 5 . 0 0 $8,933.10 03 1 1 8 2 1 3 2 0 0 2 4 57 4 7 T W I N L A K E T E R JE N N I F E R J K I S H 80 . 0 0 $ 2 , 0 6 8 . 8 0 $6 , 7 3 5 . 0 0 $8,803.80 03 1 1 8 2 1 3 2 0 0 1 1 57 4 8 T W I N L A K E T E R GA Y L E R D L I E D E R 85 . 0 0 $ 2 , 1 9 8 . 1 0 $6 , 7 3 5 . 0 0 $8,933.10 03 1 1 8 2 1 3 2 0 0 2 2 57 5 5 T W I N L A K E T E R LA U R E N E A R I C K 80 . 0 0 $ 2 , 0 6 8 . 8 0 $6 , 7 3 5 . 0 0 $8,803.80 03 1 1 8 2 1 3 2 0 0 1 0 57 5 6 T W I N L A K E T E R KI N D I S S M S T I L L E R 85 . 0 0 $ 2 , 1 9 8 . 1 0 $6 , 7 3 5 . 0 0 $8,933.10 03 1 1 8 2 1 3 2 0 0 2 1 57 6 3 T W I N L A K E T E R TO D D R & F A I T H J R E K O W S K I 12 1 . 7 7 $ 3 , 1 4 8 . 9 7 $6 , 7 3 5 . 0 0 $9,883.97 03 1 1 8 2 1 3 2 0 0 0 9 57 6 4 T W I N L A K E T E R LO I S A S C H O E P K E E T A L 86 . 0 7 $2 , 2 2 5 . 7 7 $6 , 7 3 5 . 0 0 $8,960.77 04 1 1 8 2 1 4 2 0 0 2 4 56 0 0 V E R A C R U Z A V E N MN S F T 2 S P E L L C 70 . 1 8 $ 1 , 8 1 4 . 8 5 $6 , 7 3 5 . 0 0 $8,549.85 04 1 1 8 2 1 3 1 0 1 1 3 56 0 1 V E R A C R U Z AV E N OR L A D D A V O N G K A Y S O N E 45 . 4 0 $5 8 6 . 9 6 $5,483.26 $6,070.22 04 1 1 8 2 1 3 1 0 1 1 4 56 0 3 V E R A C R U Z A V E N KA T H R Y N N P E T E R S O N 45 . 4 0 $5 8 6 . 9 6 $5,483.26 $6,070.22 04 1 1 8 2 1 3 1 0 1 1 5 56 0 5 V E R A C R U Z AV E N TH O M A S G P & J A N E T R B O I E S 45 . 4 0 $5 8 6 . 9 6 $5,483.26 $6,070.22 04 1 1 8 2 1 3 1 0 1 1 6 56 0 7 V E R A C R U Z A V E N KE N N E T H E M E T Z G E R 45 . 4 0 $5 8 6 . 9 6 $5,483.26 $6,070.22 04 1 1 8 2 1 4 2 0 0 2 3 56 0 8 V E R A C R U Z A V E N CH R I S T O P H E R C V I N E Y 66 . 0 0 $ 1 , 7 0 6 . 7 6 $6 , 7 3 5 . 0 0 $8,441.76 04 1 1 8 2 1 3 1 0 0 0 4 56 1 3 V E R A C R U Z A V E N ER I C A M A R K S 94 . 1 5 $ 2 , 4 3 4 . 7 2 $6 , 7 3 5 . 0 0 $9,169.72 Pa g e 8 o f 1 1 8.7 Preliminary PI D N u m b e r Pr o p e r t y No . P r o p e r t y S t r e e t Ta y p a y e r N a m e As s e s s a b l e Fr o n t Fo o t a g e No C u r b A r e a ($ 2 5 . 8 6 / F F ) B6 1 8 C u r b Re p l a c e m e n t Ar e a ( $ 1 2 . 9 3 / F F ) Si n g l e F a m i l y / Du p l e x Commercial/ Non Profit Property ($120.79/FF)Total Phase 16 Street & Curb Assessment 04 1 1 8 2 1 4 2 0 0 2 2 56 1 4 V E R A C R U Z A V E N AA R O N C R O U F S 66 . 0 0 $ 1 , 7 0 6 . 7 6 $6 , 7 3 5 . 0 0 $8,441.76 04 1 1 8 2 1 3 1 0 0 0 3 56 1 9 V E R A C R U Z A V E N SO U T H F A C E I N V E S T M E N T S L L C 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 4 2 0 0 2 1 56 2 0 V E R A C R U Z A V E N ST E V E N W B L A N C H A R D 66 . 0 0 $ 1 , 7 0 6 . 7 6 $6 , 7 3 5 . 0 0 $8,441.76 04 1 1 8 2 1 3 1 0 0 0 2 56 2 5 V E R A C R U Z A V E N TR O Y J E N S E N & M O L L Y Q U I N 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 4 2 0 0 2 0 56 2 6 V E R A C R U Z A V E N CA M A R R A & M E L V I N W I N T E R S 66 . 0 0 $ 1 , 7 0 6 . 7 6 $6 , 7 3 5 . 0 0 $8,441.76 04 1 1 8 2 1 3 1 0 0 8 2 56 3 1 V E R A C R U Z A V E N RI C K A & M O N I C E L M A R T E L L 64 . 1 4 $ 1 , 6 5 8 . 6 6 $6 , 7 3 5 . 0 0 $8,393.66 04 1 1 8 2 1 4 2 0 0 2 7 56 3 2 V E R A C R U Z A V E N BR E T T E E A N D E R S O N 83 . 0 0 $ 2 , 1 4 6 . 3 8 $6 , 7 3 5 . 0 0 $8,881.38 04 1 1 8 2 1 3 1 0 0 8 1 56 3 7 V E R A C R U Z A V E N ST E V E N A & M A R Y K F O R T 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 4 2 0 0 2 6 56 3 8 V E R A C R U Z AV E N DA W I T D E M E K E & B A M B I D E M E K E 58 . 7 5 $ 1 , 5 1 9 . 2 8 $6 , 7 3 5 . 0 0 $8,254.28 04 1 1 8 2 1 3 1 0 0 8 0 56 4 3 V E R A C R U Z A V E N MA R I E T T A A G A T H A W I L S O N 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 4 2 0 0 2 5 56 4 4 V E R A C R U Z AV E N RI C A R D O E & Y E S E N I A B B A T R E S 58 . 7 5 $ 1 , 5 1 9 . 2 8 $6 , 7 3 5 . 0 0 $8,254.28 04 1 1 8 2 1 3 1 0 0 7 9 56 4 9 V E R A C R U Z A V E N JA S O N T V I O L E T T E 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 3 1 0 0 7 8 56 5 5 V E R A C R U Z A V E N R H W E N L U N D 10 4 . 6 1 $ 2 , 7 0 5 . 2 1 $6 , 7 3 5 . 0 0 $9,440.21 04 1 1 8 2 1 4 2 0 0 0 2 56 6 0 V E R A C R U Z A V E N RI C H A R D R S T E U C K 10 3 . 6 0 $ 2 , 6 7 9 . 1 0 $6 , 7 3 5 . 0 0 $9,414.10 04 1 1 8 2 1 3 1 0 0 8 3 56 3 0 W E L C O M E A V E N AR T U R O D R I N C O N CO N C E P C I O N S O T O S O S A 54 . 9 7 $ 1 , 4 2 1 . 5 2 $6 , 7 3 5 . 0 0 $8,156.52 04 1 1 8 2 1 3 1 0 0 9 2 56 3 1 W E L C O M E A V E N BR I A N J H A N F & A N G E L A M H A N F 52 . 6 8 $ 1 , 3 6 2 . 3 0 $6 , 7 3 5 . 0 0 $8,097.30 04 1 1 8 2 1 3 1 0 0 8 4 56 3 6 W E L C O M E A V E N VU E X I O N G & N O N G L Y 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 3 1 0 0 9 1 56 3 7 W E L C O M E A V E N KA Y L G R O N G 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 3 1 0 0 8 5 56 4 2 W E L C O M E A V E N EL I Z A B E T H A N N T I E R N E Y 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 3 1 0 0 9 0 56 4 3 W E L C O M E A V E N DE I H E N R B I X L E R 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 3 1 0 0 8 6 56 4 8 W E L C O M E A V E N SA L L Y J B E N T S O N 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 3 1 0 0 8 9 56 4 9 W E L C O M E A V E N SH E R R Y L T O R G E R S O N 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 3 1 0 0 8 8 56 5 5 W E L C O M E A V E N EL W O O D & E U N I C E W I N G 10 4 . 6 1 $ 2 , 7 0 5 . 2 1 $6 , 7 3 5 . 0 0 $9,440.21 04 1 1 8 2 1 3 1 0 0 8 7 56 5 6 W E L C O M E A V E N MA T T H E W A M A Y O T T E 10 4 . 6 1 $ 2 , 7 0 5 . 2 1 $6 , 7 3 5 . 0 0 $9,440.21 04 1 1 8 2 1 3 1 0 0 9 3 56 3 0 X E N I A A V E N ST E V E N B O H O & C H R I S T Y B I X B Y 54 . 7 5 $ 1 , 4 1 5 . 8 4 $6 , 7 3 5 . 0 0 $8,150.84 04 1 1 8 2 1 3 1 0 1 0 2 56 3 1 X E N I A A V E N RU S S E L L P M I N G O 53 . 4 1 $ 1 , 3 8 1 . 1 8 $6 , 7 3 5 . 0 0 $8,116.18 04 1 1 8 2 1 3 1 0 0 9 4 56 3 6 X E N I A A V E N JO N D P F A N N E N S T E I N 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 3 1 0 1 0 1 56 3 7 X E N I A A V E N JE S S E J J E N N I N G S 60 . 0 0 $1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 3 1 0 0 9 5 56 4 2 X E N I A A V E N AL B E R T O T E R A N 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 3 1 0 1 0 0 56 4 3 X E N I A A V E N PA U L & M A R G A R E T L A R S O N 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 3 1 0 0 9 6 56 4 8 X E N I A A V E N NA O M I A S W A N S O N 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 3 1 0 0 9 9 56 4 9 X E N I A A V E N ST E V E & L I S A Z E M A N 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 3 1 0 0 9 8 56 5 5 X E N I A A V E N GA R R E T T A B O T H U N 10 4 . 6 1 $ 2 , 7 0 5 . 2 1 $6 , 7 3 5 . 0 0 $9,440.21 04 1 1 8 2 1 3 1 0 0 9 7 56 5 6 X E N I A A V E N CA R L R & K E L L Y A L A R S O N 10 4 . 6 1 $ 2 , 7 0 5 . 2 1 $6 , 7 3 5 . 0 0 $9,440.21 04 1 1 8 2 1 3 1 0 0 2 0 56 1 1 Y A T E S A V E N DE N N I S W G A F F E R 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 3 1 0 1 0 9 56 1 7 Y A T E S A V E N CA R L W E R M A N 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 3 1 0 1 0 4 56 1 8 Y A T E S AV E N MA R K U S J C A R L S O N 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 3 1 0 1 0 3 56 2 4 Y A T E S A V E N BR I A N F & L I N D A R D A R M E R 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 3 1 0 1 0 8 56 2 5 Y A T E S A V E N YE E M U N L E O N G 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 3 1 0 0 1 7 56 2 9 Y A T E S AV E N MI C H A E L & C R I S T I N A J A N S S O N 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 3 1 0 0 5 4 56 3 0 Y A T E S A V E N SO N Y A K I T H 64 . 0 5 $8 2 8 . 1 7 $ 6 , 7 3 5 . 0 0 $7,563.17 04 1 1 8 2 1 3 1 0 0 1 6 56 3 5 Y A T E S A V E N JU S T I N Z E M K E & K R I S T I N R I D E R 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 3 1 0 0 5 3 56 3 6 Y A T E S A V E N JO D Y L J O H N S O N 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 3 1 0 0 5 2 56 4 2 Y A T E S AV E N KR I S T I N V A N D E N H E U V E L 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 3 1 0 0 4 7 56 4 3 Y A T E S A V E N SH E L D O N J M O N S O N 64 . 0 5 $8 2 8 . 1 7 $ 6 , 7 3 5 . 0 0 $7,563.17 04 1 1 8 2 1 3 1 0 0 5 1 56 4 8 Y A T E S AV E N D H M U E N Z H U B E R & S L S C H E E L 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 3 1 0 0 4 8 56 4 9 Y A T E S AV E N RU S S E L L S / T H E R E S A M S K O V E R A 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 3 1 0 0 5 0 56 5 6 Y A T E S A V E N DE A N D S C H W A R Z 10 4 . 6 1 $1 , 3 5 2 . 6 1 $ 6 , 7 3 5 . 0 0 $8,087.61 04 1 1 8 2 1 3 1 0 0 4 9 56 5 7 Y A T E S A V E N SU S A N E H O A G L A N D 10 4 . 6 2 $1 , 3 5 2 . 7 4 $ 6 , 7 3 5 . 0 0 $8,087.74 04 1 1 8 2 1 3 1 0 0 6 4 57 0 2 Y A T E S A V E N JE F F R E Y S M O N T R E U I L 10 4 . 6 1 $1 , 3 5 2 . 6 1 $ 6 , 7 3 5 . 0 0 $8,087.61 04 1 1 8 2 1 3 1 0 0 3 4 57 0 3 Y A T E S A V E N DA V I D H O E F E R 10 4 . 6 1 $1 , 3 5 2 . 6 1 $ 6 , 7 3 5 . 0 0 $8,087.61 04 1 1 8 2 1 3 1 0 0 6 3 57 0 8 Y A T E S AV E N JA M E S R S T E I N B E R G 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 Pa g e 9 o f 1 1 8.7 Preliminary PI D N u m b e r Pr o p e r t y No . P r o p e r t y S t r e e t Ta y p a y e r N a m e As s e s s a b l e Fr o n t Fo o t a g e No C u r b A r e a ($ 2 5 . 8 6 / F F ) B6 1 8 C u r b Re p l a c e m e n t Ar e a ( $ 1 2 . 9 3 / F F ) Si n g l e F a m i l y / Du p l e x Commercial/ Non Profit Property ($120.79/FF)Total Phase 16 Street & Curb Assessment 04 1 1 8 2 1 3 1 0 0 3 5 57 0 9 Y A T E S AV E N LO R E N E J H A R B E R T S 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 3 1 0 0 6 2 57 1 4 Y A T E S A V E N BR I A N & J E N N I F E R L E O N A R D 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 3 1 0 0 3 6 57 1 5 Y A T E S AV E N GA R Y K A T H M A N 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 3 1 0 0 6 1 57 2 0 Y A T E S AV E N MA R K J & M I C H E L L E J C A M E R O N 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 3 1 0 0 3 7 57 2 1 Y A T E S AV E N JA S O N & T A B I T H A W E S T P H A L 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 3 1 0 0 6 0 57 2 6 Y A T E S AV E N TR O Y F I E D L E R & J O D I F I E L D E R 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 3 1 0 0 3 8 57 2 7 Y A T E S A V E N AR T H U R T S O R E N S O N 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 3 1 0 0 5 9 57 3 2 Y A T E S A V E N NI C H O L E B M O O R E 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 3 1 0 0 3 9 57 3 3 Y A T E S AV E N JE S S E R C L A R K & A M Y C L A R K 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 3 1 0 0 5 8 57 3 8 Y A T E S AV E N JA M E S A B U S S E Y 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 3 1 0 0 4 0 57 3 9 Y A T E S A V E N LI S A N Y E N 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 3 1 0 0 5 7 57 4 4 Y A T E S AV E N MA R Y J O E N N I S S 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 3 1 0 0 4 1 57 4 5 Y A T E S A V E N KE L L Y R G I L L I S 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 3 1 0 0 5 6 57 5 0 Y A T E S A V E N MN S F T 2 S P E L L C 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 3 1 0 0 4 2 57 5 1 Y A T E S A V E N GA R Y A D O W 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 3 1 0 0 5 5 57 5 6 Y A T E S AV E N KA T H E R I N E A K N U T S O N 11 2 . 9 0 $1 , 4 5 9 . 8 0 $ 6 , 7 3 5 . 0 0 $8,194.80 04 1 1 8 2 1 3 1 0 0 4 3 57 5 7 Y A T E S A V E N EL I Z A B E T H M C H R I S T E N S E N 11 2 . 9 0 $1 , 4 5 9 . 8 0 $ 6 , 7 3 5 . 0 0 $8,194.80 04 1 1 8 2 1 3 2 0 0 8 6 56 1 3 Z A N E A V E N ED U A R D O Q U I N T A NA V A Q U E Z & A L I C I A O R O Z C O 70 . 0 0 $ 1 , 8 1 0 . 2 0 $6 , 7 3 5 . 0 0 $8,545.20 04 1 1 8 2 1 3 2 0 0 8 5 56 1 9 Z A N E A V E N R EE S E P F E I F F E R & M I C H A E L B F R U E N 65 . 0 0 $ 1 , 6 8 0 . 9 0 $6 , 7 3 5 . 0 0 $8,415.90 04 1 1 8 2 1 3 1 0 1 1 1 56 2 4 Z A N E A V E N W A N D A H E A T H 10 0 . 0 0 $ 2 , 5 8 6 . 0 0 $6 , 7 3 5 . 0 0 $9,321.00 04 1 1 8 2 1 3 2 0 0 8 4 56 2 5 Z A N E A V E N FU E T H A O 65 . 0 0 $ 1 , 6 8 0 . 9 0 $6 , 7 3 5 . 0 0 $8,415.90 04 1 1 8 2 1 3 1 0 0 1 8 56 3 0 Z A N E A V E N JO H N B & H E L E N R S T R A I G H T 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 3 2 0 0 8 3 56 3 1 Z A N E A V E N TI M O T H Y & D O R O T H Y L O G A N 65 . 0 0 $ 1 , 6 8 0 . 9 0 $6 , 7 3 5 . 0 0 $8,415.90 04 1 1 8 2 1 3 1 0 0 1 9 56 3 6 Z A N E A V E N DA V I D M M O U G I N 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 3 2 0 0 8 2 56 3 7 Z A N E A V E N JE A N N E M E R I C K S O N 65 . 0 0 $ 1 , 6 8 0 . 9 0 $6 , 7 3 5 . 0 0 $8,415.90 04 1 1 8 2 1 3 1 0 0 4 6 56 4 2 Z A N E A V E N SA R A J D O D D S 64 . 0 5 $ 1 , 6 5 6 . 3 3 $6 , 7 3 5 . 0 0 $8,391.33 04 1 1 8 2 1 3 2 0 0 8 1 56 4 3 Z A N E A V E N JU L I E D E S H L E R 65 . 0 0 $ 1 , 6 8 0 . 9 0 $6 , 7 3 5 . 0 0 $8,415.90 04 1 1 8 2 1 3 1 0 0 4 5 56 4 8 Z A N E A V E N KE V I N A N D E R S O N 60 . 0 0 $ 1 , 5 5 1 . 6 0 $6 , 7 3 5 . 0 0 $8,286.60 04 1 1 8 2 1 3 2 0 0 8 0 56 4 9 Z A N E A V E N DE R E K R D A H L 65 . 0 0 $ 1 , 6 8 0 . 9 0 $6 , 7 3 5 . 0 0 $8,415.90 04 1 1 8 2 1 3 1 0 0 4 4 56 5 6 Z A N E A V E N MA R K S H E R I D A N 10 4 . 6 2 $ 2 , 7 0 5 . 4 7 $6 , 7 3 5 . 0 0 $9,440.47 04 1 1 8 2 1 3 2 0 0 7 9 56 5 7 Z A N E A V E N NG O C B I C H T H I DI N H 10 9 . 9 7 $ 2 , 8 4 3 . 8 2 $6 , 7 3 5 . 0 0 $9,578.82 04 1 1 8 2 1 3 1 0 0 3 3 57 0 2 Z A N E A V E N BE T H L Y N K A Y M C C A L L U M 10 4 . 6 1 $1 , 3 5 2 . 6 1 $ 6 , 7 3 5 . 0 0 $8,087.61 04 1 1 8 2 1 3 2 0 0 6 8 57 0 3 Z A N E A V E N TI M O T H Y J H U K R I E D E 10 4 . 6 1 $1 , 3 5 2 . 6 1 $ 6 , 7 3 5 . 0 0 $8,087.61 04 1 1 8 2 1 3 1 0 0 3 2 57 0 8 Z A N E A V E N SH A N N O N D O N O V A N 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 3 2 0 0 6 7 57 0 9 Z A N E A V E N AR T H U R K E A S T M A N 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 3 1 0 0 3 1 57 1 4 Z A N E A V E N BR A D M T H O R P E 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 3 2 0 0 6 6 57 1 5 Z A N E A V E N RY A N G H A L L 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 3 1 0 0 3 0 57 2 0 Z A N E A V E N MA R T Y V C O L L I N S 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 3 2 0 0 6 5 57 2 1 Z A N E A V E N DA V I D & D O N N A S W E E N E Y 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 3 1 0 0 2 9 57 2 6 Z A N E A V E N JI L L M & M A T T H E W U L N E S S 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 3 2 0 0 6 4 57 2 7 Z A N E A V E N SI M O N G A M L IG O 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 3 1 0 0 2 8 57 3 2 Z A N E A V E N RY A N T O R K E L S O N 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 3 2 0 0 6 3 57 3 3 Z A N E A V E N D S C H W E N G L E R 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 3 1 0 0 2 7 57 3 8 Z A N E A V E N KH R YS T I N A N O R T H R O P - D A Y & N O L A N C A U T H E N 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 3 2 0 0 6 2 57 3 9 Z A N E A V E N RE B E C C A S M I T H 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 3 1 0 0 2 6 57 4 4 Z A N E A V E N DO N A L D O A N D E R S O N 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 3 2 0 0 6 1 57 4 5 Z A N E A V E N AN D R E W D O N A L D NI C H O L S 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 3 1 0 0 2 5 57 5 0 Z A N E A V E N KA T H R Y N L E I G H C R U S E 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 3 2 0 0 6 0 57 5 1 Z A N E A V E N DA N I E L L & D A R C E L K V A N N E V E L 60 . 0 0 $7 7 5 . 8 0 $ 6 , 7 3 5 . 0 0 $7,510.80 04 1 1 8 2 1 3 1 0 0 2 4 57 5 6 Z A N E A V E N ST E P H E N E S K R O & M E G A N E S K R O 11 2 . 9 0 $1 , 4 5 9 . 8 0 $ 6 , 7 3 5 . 0 0 $8,194.80 04 1 1 8 2 1 3 2 0 0 5 9 57 5 7 Z A N E A V E N RO B E R T L & D E B R A L S I M O N 11 2 . 9 0 $1 , 4 5 9 . 8 0 $ 6 , 7 3 5 . 0 0 $8,194.80 43 9 2 4 . 1 8 $ 8 8 1 , 0 5 6 . 0 6 $ 1 2 7 , 4 1 1 . 6 4 $ 3 , 3 2 0 , 3 5 5 . 0 0 $ 2 2 8 , 3 6 3 . 1 5 $ 4 , 5 5 7 , 1 8 5 . 8 5 Pa g e 1 0 o f 1 1 8.7 Preliminary No t e s : (1 ) 56 0 1 T w i n L a k e T e r r a c e w i l l N O T b e a s s e s s e d f o r P h a s e 1 5 . F u l l a s s e s s m e n t f o r P h a s e 1 6 (2 ) (3 ) 2 s i d e s D r i v e w a y f a c e s B r u n s w i c k H a l f S t r e e t A s s e s s m e n t - t h e r e s t w i l l b e a s s e s s e d i n P h a s e 1 6 S k y w a y ( 2 2 ' - 2 0 1 0 A s s e s s m e n t a nd 6 6 ' i n P h a s e 1 6 S k y w a y ) (4 ) Ph a s e 1 6 S k y w a y - A s s e s s 2 5 ' ; H a l f S t r e e t A s s e s s m e n t (5 ) As s e s s e a s t s i d e o n l y . (6 ) As s e s s s h o r t s i d e o n l y - i m p r o v e m e n t s o n l y o n B r u n s w i c k a n d n o t 5 7 t h A v e ; P h a s e 1 6 S k y w a y - ( 1 3 3 . 8 2 / 3 = 4 4 . 6 0 ) ; H a l f A s s e s s m e n t (7 ) As s e s s s h o r t s i d e o n l y - i m p r o v e m e n t s o n l y o n B r u n s w i c k a n d n o t 5 7 t h A v e ( 1 3 3 . 8 3 / 3 = 4 4 . 6 1 ) - P h a s e 1 6 S k y w a y ; H a l f A s s e s s m e n t (8 ) A s s e s s e a s t s i d e o n l y n o s t r e e t a c c e s s t o t h e n o r t h Ta x p a y e r - C i t y o f C r y s t a l 04 1 1 8 2 1 3 1 0 0 2 2 5 6 2 5 X E N I A A V E N C IT Y O F C R Y S T A L 04 1 1 8 2 1 3 1 0 0 1 1 5 6 2 5 X E N I A A V E N C IT Y O F C R Y S T A L 04 1 1 8 2 1 3 1 0 0 1 0 5 6 2 5 X E N I A A V E N C IT Y O F C R Y S T A L 04 1 1 8 2 1 3 1 0 0 0 9 5 6 2 5 X E N I A A V E N C IT Y O F C R Y S T A L 04 1 1 8 2 1 3 1 0 1 0 5 5 6 2 5 X E N I A A V E N C IT Y O F C R Y S T A L 05 1 1 8 2 1 1 1 0 0 9 3 6 1 1 2 F L O R I D A A V E N C IT Y O F C R Y S T A L No L o c a l S t r e e t F r o n t a g e ; t h e r e f o r e n o a s s e s s m e n t . 04 1 1 8 2 1 4 4 0 0 0 5 5 6 0 8 T W I N L A K E T E R C IN D Y R S P I E L M A N 04 1 1 8 2 1 4 2 0 0 2 8 5 6 4 4 V E R A C R U Z AV E N RI C A R D O E & Y E S E N I A B B A T R E S No a s s e s s m e n t - n o t b u i l d a b l e 04 1 1 8 2 1 1 4 0 0 0 2 48 0 0 5 9 T H A V E N YS O L I NA E H I R S C H F I E L D Ta x p a y e r - M E T R O A I R P O R T C O M M I S S I O N - t h e s e p r o p e r t i e s w il l n o t b e as s e s s e d 04 1 1 8 2 1 4 2 0 0 1 8 52 1 8 5 6 T H A V E N ME T R O AI R P O R T C O M M I S S I O N 04 1 1 8 2 1 4 2 0 0 1 9 52 1 8 5 6 T H A V E N ME T R O AI R P O R T C O M M I S S I O N 04 1 1 8 2 1 4 2 0 0 2 9 52 1 8 5 6 T H A V E N ME T R O AI R P O R T C O M M I S S I O N 04 1 1 8 2 1 4 2 0 0 4 3 56 5 2 S C O T T A V E N ME T R O A I R P O R T C O M M I S S I O N 04 1 1 8 2 1 4 2 0 0 3 4 57 0 0 S C O T T A V E N ME T R O A I R P O R T C O M M I S S I O N 04 1 1 8 2 1 4 2 0 0 3 5 57 2 0 S C O T T A V E N ME T R O A I R P O R T C O M M I S S I O N 04 1 1 8 2 1 4 2 0 0 3 6 57 3 4 S C O T T A V E N ME T R O A I R P O R T C O M M I S S I O N 04 1 1 8 2 1 4 2 0 0 3 7 57 4 0 S C O T T A V E N ME T R O A I R P O R T C O M M I S S I O N 04 1 1 8 2 1 4 2 0 0 3 8 57 5 2 S C O T T A V E N ME T R O A I R P O R T C O M M I S S I O N 04 1 1 8 2 1 3 1 0 0 0 1 57 1 5 V E R A C R U Z A V E N ME T R O A I R P O R T C O M M I S S I O N 47 1 0 5 6 t h A v e N w i l l h a v e t h e f o o t a g e a l o n g O r c h a r d a s s e s s e d p l u s h a l f o f t h e f l a t r a t e p a r t o f t h e a s s e s s m e n t . I n P h a s e 1 6 t h e f o o t a g e a l o n g 5 6 t h w i l l b e a s s e s s e d ( w i t h t h e 1 / 3 c a l c u l a t i o n ) a n d t h e n ½ o f th e f l a t r a t e p a r t . ( p e r e m a i l 3 / 2 / 1 6 ) Pa g e 1 1 o f 1 1 8.7 Appendix E Summary of Fund Sources 8.7 CRYSTAL, MINNESOTA 2017 - PHASE 16 SKYWAY PARK STREET RECONSTRUCTION CITY PROJECT NO. 2016-16 SUMMARY OF FUND SOURCES - WITHOUT SANITARY AND WATER MAIN IMPROVEMENTS $6,735 Per Lot Single Family/Duplex Property Assessment Rate (7.5% Annual Increase from Phase 14) SEH NO. CRYST 137726 Date: August 23, 2016 Revised Date: August 25, 2016 ; August 29, 2016 ; September 12, 2016 P:\AE\C\Cryst\137726\4-prelim-dsgn-rprts\43.54-Qtys\[Opinion Cost & Financing Ph 16 Feasibility Report.xlsx]SumFS 15 (1)16 (21)15-16 (21) A Total Estimated Project Cost $5,512,939 (12)$6,938,719 (2)(21) B Less Other Community Cost (3)$0 (12)$92,103 (2)(21) C Less Concrete Curb and Gutter $749,755 (11)1,008,468$ (4)(5) D Less Storm Drain Utility $526,947 (6a)$856,000 (6b) Net Cost for Street Assessment E (Before MSA deduction)$4,236,237 $4,982,149 F Net Cost for Street Assessment $4,236,237 $4,982,149 G Single Family/Duplex Property Front Footage (/LF)44,867.26 (11)49,868.42 (7) H "Commercial & Non-Profit" Property Front Footage (/LF)1,678.73 (11)1,890.58 (7) I Total Front Footage (/LF)46,545.99 (11)51,759 (7) J Single Family %96.39% 96.35% K Commercial & Non-Profit Property %3.61% 3.65% L Single Family/Duplex Property (Net Cost X Single Family %)$4,083,309 $4,800,300 M "Commercial & Non-Profit" Property (Net Cost X Commercial & Non- Profit Property %)$152,928 $181,848 Single Family/Duplex Street Assessment: N Estimated Cost $4,083,309 $4,800,300 O Less MSA Funds Pledged (8)$891,222 (13)$890,914 (14)$1,804,417 (15) P Less Funds to reach assessment rate $106,418 $589,032 $695,450 S Less Street Reconstruction Surplus $0 (9)$0 (9) T Less Maintenance Allotment $0 (10)$0 (10) U Cost to be Assessed $3,085,668 $3,320,355 $6,483,165 (16) V Total Equivalent Single Family/Duplex Lots 505.5 (11)493.0 (7) W Proposed Single Family/Duplex Assessment Rate (PER LOT)$6,104.19 (11)$6,735 (7) “Commercial & Non-Profit” Property Street Assessment: X Estimated Cost $152,928 $181,848 Y Less Funds to reach assessment rate ($35,694) ($46,515) Z Cost to be Assessed $188,622 (11)$228,363 (7) AA Assessable Front Footage (FF)1,678.73 (11)1,890.58 (7) BB Proposed “Commercial & Non-Profit” Property Assessment Rate (PER FRONT FOOT)$112.36 (11)$120.79 (7) $91.10 $96.19 CC Total Net Unfunded Amount (17)$70,724 $542,517 $615,010 (18) DD Total Cost to be Assessed (19)$4,024,046 $4,557,185 NOTE: (1) COSTS ARE IN 2016 DOLLARS (2) INCLUDES 0% CONSTRUCTION CONTINGENCY AND 20% LEGAL, ADMINISTRATIVE, ENGINEERING (3) INCLUDING OTHER COMMUNITY FUNDS (4) BASED ON 34,070.23 , 0.00 , 9,853.96 , & 0.00 FRONT FEET WITHOUT CURB, WITH D CURB, WITH B CURB TO BE RECONSTRUCTED OR WITH B CURB TO BE REINCORPORATED RESPECTIVELY FOR PROPERTIES WITHOUT CURB, WITH D CURB, B CURB TO BE RECONSTRUCTED OR WITH B CURB TO BE REINCORPORATED RESPECTIVELY (5) BASED ON A CONCRETE CURB AND GUTTER ASSESSMENT OF $25.86 , $25.86 , $12.93 , & $6.73 PER FRONT FOOT (6a) BASED ON CITY CIP DATED 8/20/15 (6b) BASED ON 2016 CITY CIP (7) BASED ON MOCK ASSESSMENT ROLL (8) ALLOTMENT IS BASED ON NUMBER OF SINGLE FAMILY/DUPLEX LOTS IN EACH OF PHASES 15-16 DIVIDED BY TOTAL NUMBER OF SINGLE FAMILY/DUPLEX LOTS IN PHASES 15-16 (9) NO LONGER USED (10) BEGINNING IN 2012, MAINTENANCE ALLOTMENT WILL BE TRANSFERRED TO THE STREET MAINTENANCE FUND. (11) BASED ON ACTUAL ASSESSMENT DATA (12) BASED ON AWARDED CONSTRUCTION COSTS PLUS 20% LEGAL, ADMINISTRATIVE, ENGINEERING (13) FORMULA CALCULATION EQUALS $1,760,406 x 505.5 / 998.5 = $891,222 (14) FORMULA CALCULATION EQUALS ( $1,760,406 x 1.025 ^1) x 493.0 / 998.5 = $890,914 (15) FORMULA CALCULATION EQUALS ( $890,914 x 1.025 ^1) x + $891,222 = $1,804,417 (16) FORMULA CALCULATION EQUALS ( $3,320,355 x 1.025 ^1) x + $3,085,668 = $6,483,165 (17) ROW "CC" = ROW "Y"+"S"+"P" (18) FORMULA CALCULATION EQUALS ( $542,517 x 1.025 ^1) x + $70,724 = $615,010 (19) ROW "DD" = ROW "C"+"U"+"Z" (20) ASSUMES 50% OF THE PROPOSED STORM SEWER IS ELIGIBLE FOR STATE AID REIMBURSEMENT (21) COSTS ARE IN 2017 DOLLARS PHASE MSA COSTS (1)LOTS 15 $847,436 (1)$1,016,923 (1)(12)$1,016,923 (12)505.5 $891,222 (1) 16 $635,059 (21)$762,070 (20)(21)$743,483 (2)493.0 $890,914 (21) TOTAL $1,760,406 998.5 MSA COSTS +20% L, A, E FUNDS PLEDGED TABLE 1 POTENTIAL MSA FUNDS PLEDGED PHASE 8.7 Appendix F Street Reconstruction Unit Costs Comparison Per Phase Potential Future Single Family Duplex Assessment Rate Comparison: Current Assessment Rate Trends vs. Projected Construction Cost Trends 8.7 CRYSTAL, MINNESOTA 2017 - SKYWAY PARK STREET RECONSTRUCTION CITY PROJECT NO. 2016-16 Street Reconstruction Construction Unit Costs Comparison Per Phase Date: March 19, 2007 Revised: March 27, 2007; September 4, 2008; September 11, 2008; September 15, 2008 Revised: August 31, 2010; September 7, 2010; September 15, 2010; March 28, 2011; May 23, 2011 Revised: August 24, 2011; August 31, 2011; September 2, 2011; September 12, 2011; March 30, 2012 Revised: August 23, 2012; April 9, 2013; August 22, 2014; August 27, 2014; March 12, 2015 Revised: June 8, 2015; August 26, 2015; September 8, 2015; March 10, 2016; August 29, 2016 Revised: September 12, 2016 P:\AE\C\Cryst\137726\4-prelim-dsgn-rprts\43.54-Qtys\[phase 1 thru 16 unit cost comparison Ph 16 report.xlsx]Unit Cost Infl Yr 3 in a row 12 345 6 A Phase Total Construction Costs (1)(2) Total Linear Footage Cost Per Foot Year Percentage Change between Phase (6) B 1 $1,910,682.00 26,000 $73.49 1995 N/A C 2 $2,146,070.00 26,001 $82.54 1996 12.31% D 3 $2,955,272.32 34,496 $85.67 1997 3.79% E 4 $1,983,572.00 22,340 $88.79 1998 3.64% F 1999 G 2000 H 5 $1,833,244.82 15,928 $115.10 2001 29.63% J 2002 K 2003 L 6 $3,497,617.15 31,420 $111.32 2004 -3.28% M 7 $2,430,629.35 21,261 $114.32 2005 2.69% N 8 $3,754,632.48 29,645 $126.65 2006 10.79% O 2007 P 9 $3,909,687.00 25,456 $153.59 2008 21.27% Q 10 $5,880,116.00 41,785 $140.72 2009 -8.38% R 2010 S 11 $2,834,538.00 19,885 $142.55 2011 1.30% T 12 $5,139,067.15 32,240 $159.40 2012 11.82% U 13 $5,069,105.00 29,789 $170.17 2013 6.76% V 2014 W 14 $5,125,339.65 26,990 $189.90 2015 11.59% (8) X 15 $4,594,115.00 26,262 $174.93 2016 -7.88% (8) Y 16 $5,705,514.00 30,753 $185.53 2017 6.06% (7) (1) Costs without Sanitary, Watermain, and Private Costs (2) Costs are in year the project was built (Phases 1-15) (3) Not Used (4) Not Used (5) 16 Projects over 22 years (6) Cell Formula equal to C4/B4 -1, etc. (7) Based on average annual increase in construction cost between Phase 1 and 15 (8) Based on Awarded Bid Construction Cost $7 3 . 4 9 $8 2 . 5 4 $8 5 . 6 7 $8 8 . 7 9 $1 1 5 . 1 0 $1 1 1 . 3 2 $1 1 4 . 3 2 $1 2 6 . 6 5 $1 5 3 . 5 9 $1 4 0 . 7 2 $1 4 2 . 5 5 $1 5 9 . 4 0 $1 7 0 . 1 7 $1 8 9 . 9 0 $1 7 4 . 9 3 $1 8 5 . 5 3 $25.00 $50.00 $75.00 $100.00 $125.00 $150.00 $175.00 $200.00 $225.00 $250.00 19 9 5 19 9 6 19 9 7 19 9 8 19 9 9 20 0 0 20 0 1 20 0 2 20 0 3 20 0 4 20 0 5 20 0 6 20 0 7 20 0 8 20 0 9 20 1 0 20 1 1 20 1 2 20 1 3 20 1 4 20 1 5 20 1 6 20 1 7 20 1 8 Co s t P e r L i n e a r F o o t Year Street Reconstruction Construction Unit Costs Comparison Per Phase AVERAGE ANNUAL INCREASE IN CONSTRUCTION COST BETWEEN PHASE 1 AND 16: 4.3% (5) 8.7 CRYSTAL, MINNESOTA 2017 - SKYWAY PARK STREET RECONSTRUCTION CITY PROJECT NO. 2016-16 Single Family/Duplex Assessment Rate Per Phase Date: September 11, 2008 Revised: September 15, 2009; September 2, 2010; September 7, 2010 Revised: September 15, 2010; March 28, 2011; August 24, 2011 Revised: August 31, 2011; September 2, 2011; September 12, 2011 Revised: March 30, 2012; August 23, 2012 ; August 27, 2012; March 14, 2013 Revised: August 22, 2014; August 27, 2014; March 12, 2015; April 2, 2015 Revised: August 26, 2015 ; September 9, 2015 ; September 2, 2015 ; Revised: September 12, 2016 12 3 4 56 A Phase Year of Construction Single Family/ Duplex Assessment Rate (PER LOT) (1) Hypothetical Single Family/ Duplex Assessment Rate (PER LOT) (2) Year to Year Difference Number of Years between Projects B 1 1995 $2,782 $2,782 $0 N/A C 2 1996 $2,860 $2,902 $42 1 D 3 1997 $3,097 $3,026 ($71)1 E 4 1998 $3,190 $3,157 ($33)1 F 5 2001 $3,385 $3,581 $196 3 G 6 2004 $4,124 $4,064 ($60)3 H 7 2005 $4,248 $4,238 ($10)1 J 8 2006 $4,248 $4,421 $173 1 K 9 2008 $4,683 $4,809 $126 2 L 10 2009 $4,683 $5,016 $333 1 M 11 2011 $4,917 $5,456 $539 2 N 12 2012 $4,917 $5,691 $774 1 O 13 2013 $5,286 $5,936 $650 1 P 14 2015 $5,828 $6,457 $629 2 Q 15 2016 $6,104 $6,735 $631 1 R 16 2017 $6,735 $7,024 $289 1 (3) (1) Actual costs are in year the project was built (Phases 1-15) (2) Based on $2,782 Assessment in 1995 Dollars increased per the average annual increase in construction cost between phase 1 and 16. (3) Proposed Assessment Rate P:\AE\C\Cryst\137726\4-prelim-dsgn-rprts\43.54-Qtys\[phase 1 thru 16 unit cost comparison Ph 16 report.xlsx]Assess Analysis Ph 15 8.7 Appendix G Crystal Finance Department Street Reconstruction Fund Expenditures Crystal Finance Department Street Reconstruction Funding Sources 8.7 8.7 8.7 Appendix H Storm Water Runoff Management and the Use of Rain Gardens Flyer 8.7 Storm Water Runoff Management and the Use of Rain Gardens: As part of possible local street reconstruction in the Skyway Park neighborhood, City of Crystal staff will present rain gardens for consideration by both the neighborhood’s residents and the City Council. This flyer explains both runoff management and rain gardens as a list of frequently asked questions and their answers. What is runoff management? The process of managing runoff as a resource rather than a waste product. Runoff has historically been managed by “draining it away” as soon as possible. Management by “draining it away” ASAP results in adverse down stream impacts such as, but not limited to, flooding, erosion, and poor water quality in nearby lakes and streams. Crystal is required to submit a permit to the Minnesota Pollution Control Agency (MPCA) outlining their plan to better manage its runoff. Part of Crystal’s plan is that new subdivisions feature ponds that both regulate and treat runoff. However, pond construction in established neighborhoods like Skyway Park is difficult. Crystal must consider other tools to show the MPCA it is better managing its runoff in its established neighborhoods. If the subgrade soils are right, rain gardens are a tool that the City can apply in established neighborhoods to better manage runoff. We will not know if the subgrade soils are right until soil samples in Skyway Park are analyzed during the summer of 2016. What is a rain garden? A rain garden is a landscaped area located in the City-owned boulevard. As the photo to the right shows, the area is slightly depressed to soak up some of the runoff before it can enter the storm sewer pipe network. This decreases the amount of runoff carried by the network to nearby lakes and streams. When plants in the rain garden mature, the rain garden should be disguised as an aesthetic addition to the neighborhood. The plants can also help runoff reach into deeper subgrade soils and recharge nearby groundwater aquifers. The plants also aerate the garden’s soil to maintain its infiltration characteristics. Rain garden plants can handle extended periods of wet conditions. Potential standing water in the rain garden will be designed to dissipate quickly. Why are rain gardens needed? Because of the many impervious surfaces such as streets, driveways and rooftops, it is important to have rain gardens within our cities. Storm water carries pollutants such as fertilizers, pesticides, yard and animal waste, oil and grease, etc. The contaminated water flows from storm drains into local streams, lakes, rivers, and watersheds, and often leads to costly municipal improvements like stormwater treatment structures. Upper and Lower Twin Lakes, where the majority of Crystal’s storm water ends its travels, is listed as “Impaired” by the Minnesota Pollution Control Agency. While an individual rain garden may seem like a small thing, collectively they produce substantial environmental benefits. 8.7 Who should consider adding a rain garden in the City-owned boulevard in front of their home? Rain gardens work best in relatively flat boulevards with sandy, well-draining subgrade soils beneath them. Some boulevards cannot accommodate rain gardens due to poor subgrade soils, steep slopes, or not enough space between the edge of the street’s pavement and the right-of-way line. The more rain gardens installed means less runoff carried by the network to nearby lakes and streams. Property owners of corner lots may wish to consider more than one rain garden in the City-owned boulevard. Who maintains these rain gardens in the City-owned boulevard? Rain garden plantings will be selected for low maintenance, which is not to say that they are maintenance free. Only for the first two years after installation, yearly maintenance for weeding, mulching, and plant replacement will be conducted by the City. After the first two years, individual homeowners will be responsible for weeding, mulching, and plant replacement. Furthermore, individual homeowners will be responsible for watering immediately following the initial rain garden installation/planting. If I choose to have a rain garden, will my assessment be more than those without rain gardens? No. Selecting this work does not add to your individual assessment. The cost of any rain gardens that could be built as part of this project will be passed along to the entire neighborhood because the entire neighborhood will benefit from the rain gardens. What if I just do not want to have a rain garden? If you do not want a rain garden, do not like gardening, or do not wish to add to the landscaping of the City-owned boulevard in front of your home, maybe a rain garden is not for you. Keep in mind: whether you have a rain garden or not, drainage could still be directed to flatter areas located in the City-owned boulevard area next to the street. As with the rain garden, water will pool for short periods of time in these areas until it is able to soak into the ground. Such existing low areas will still function well; however it will not have the same infiltration capabilities as a rain garden can have. During heavy rain events, rainwater in most cases will overflow these areas and spill into the street. How do I notify the City of my interest in having a rain garden or not? Please express your interest by completing the rain garden section of the Property Owner Questionnaire insert and mail it back to Karen Anderson with Short Elliott Hendrickson no later than July 15, 2016. How can I find out more information about rain gardens? The City’s website contains a thorough listing of articles regarding rain gardens in street reconstruction projects. If you want more information, we encourage you to type it into your favorite internet browser and review the rain garden articles it contains. http://www.crystalmn.gov/city_departments/rain_gardens.php For more information on rain gardens in general, please contact:  Hennepin County Environmental Services, 612-348-3777  Minnesota Pollution Control Agency, 651-296-6300  University of Minnesota Yard and Garden Line, 612-624-4771 We suggest that you visit the Phase 12 Forest North and Phase 13 Becker Park project areas shown in the location map on page 3 of the newsletter to see examples of the rain gardens. If you have questions about rain gardens after reading this flyer, or the information at Crystal’s website, please contact one of the people listed on page 4 of the newsletter that came with this flyer. 8.7 RESOLUTION NO. 2016 - ______ ACCEPTING FEASIBILITY REPORT AND CALL FOR IMPROVEMENT HEARING PHASE 16 STREET RECONSTRUCTION PROJECT #2016-16 WHEREAS, the City has completed Phases 1 through 14 of the Street Reconstruction Program; and WHEREAS, Street Reconstruction Phase 15 is underway; and WHEREAS, Street Reconstruction Phase 16 remains to be completed; and WHEREAS, the City Council ordered the preparation of the Feasibility Report on June 7, 2016 for Phase 16 in accordance with Minnesota State Statute 429 requirements; and 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. NOW, THEREFORE, BE IT RESOLVED that the Crystal City Council hereby accepts the feasibility report for the Phase 16 Street Reconstruction Project, Project #2016-16. BE IT FURTHER RESOLVED that the Crystal City Council hereby calls for an Public Improvement Hearing for the Phase 15 Street Reconstruction Project at the October 18, 2016 City Council meeting. Adopted by the Crystal City Council this 20th day of September, 2016. Jim Adams, Mayor ATTEST: ____________________________ Kim Therres Assistant City Manager 8.7 Memorandum DATE: September 20, 2016 TO: City Council FROM: Mark Ray, PE, Public Works Director SUBJECT: Declare the Amount to be Assessed, Order Preparation of Assessment Roll, and Set Date for Public Hearing, 2016 Alley Construction Project #2016-07 Background The 2016 Alley Project (#2016-07), including the private driveway and sanitary sewer replacement work, has been completed and is ready to be assessed. Council is being asked to declare the amount to be assessed, order the preparation of the assessment roll, and set the date for the public hearing. Discussion Of the 40 parcels, 5 participated in the private driveway program and 1 participated in the sanitary sewer service repair program. The value of the private work totaled $15,010.75. The final cost for the 2016 Alley Project (including the private work) is as follows: Total Project Cost $135,644.00 Total Private Work Cost $15,010.75 Less Storm Utility Contribution - $60,000.00 Total Project Assessed Cost $90,654.75 Less Total Private Work Cost -$15,010.75 Total Amount Single Family & Duplex to be Assessed $75,644.00 Total Units (Single & Duplex) 40 Cost Per Unit $1,891.10 The final cost represents a decrease of $ 125.90 from the $2,017 amount originally proposed in the initial public notice. The 2015 project rate was $1,693.95. The project is assessed to property owners abutting the reconstructed alleys. RECOMMENDATION Motion approving the resolution declaring the amount to be assessed, ordering the preparation of the assessment roll, and setting the date for the public hearing for October 18, 2016. 8.88.8 RESOLUTION NO. 2016- _____ DECLARING THE AMOUNT TO BE ASSESSED, ORDERING PREPARATION OF ASSESSMENT ROLL AND SETTING DATE FOR PUBLIC HEARING FOR 2016 ALLEY AND PRIVATE DRIVEWAY AND SEWER SERVICES CONSTRUCTION PROJECT #2016-07 WHEREAS, the 2016 Alley and Driveway Improvement Project #2016-07 involves special assessments pursuant to Minnesota Statutes, Chapter 429; and WHEREAS, the Crystal City Council ordered the feasibility report for the project on January 19, 2016; and WHEREAS, the Crystal City Council accepted the feasibility report and called for a public improvement hearing on February 5, 2016; and WHEREAS, the Crystal City Council held a public improvement hearing and authorized the preparation of construction plans and specifications by Crystal Engineering Department on March 15, 2016; and WHEREAS, the Crystal City Council approved construction plans and specifications and authorized solicitation of public bids for said construction on April 5, 2016; and WHEREAS, the Crystal City Council awarded the project contract on May 17, 2016; and WHEREAS, that work is now completed and is ready to be assessed. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF CRYSTAL, MINNESOTA: 1) Declares the amount to be assessed against the benefited property owners to be $90,654.75 ($75,644.00 alley, $15,010.75 private driveways and sewers). 2) Orders the preparation of the assessment roll. 3) Calls for a public assessment hearing for said project to be held on the 18th day of October 2016 in the City Hall Council Chambers, 4141 Douglas Drive, Crystal, at 7:00 p.m., or as soon thereafter as the matter may be heard. Adopted by the Crystal City Council this 20th day of September, 2016. Jim Adams, Mayor ATTEST: Kim Therres Assistant City Manager 8.8 8.98.9 RESOLUTION NO. 2016 -____ DECLARING AMOUNT TO BE ASSESSED, ORDERING PREPARATION OF ASSESSMENT ROLL AND SETTING DATE FOR PUBLIC HEARING TWIN OAKS PARK PHASE 15 PRIVATE DRIVEWAYS AND SEWER SERVICES WHEREAS, the 2016 Phase 15 Street Reconstruction project is being constructed in accordance with Minnesota State Statute 429 requirements; and WHEREAS, the City Council ordered preparation of the feasibility report on June 16, 2015; and WHEREAS, the City Council accepted the feasibility report and called for a public improvement hearing on September 16, 2015; and WHERAS, the City Council held the public improvement hearing and ordered preparation of the plans and specifications on October 6, 2015; and WHEREAS, the City Council approved the project plans and specifications and ordered the ad for bid on February 5, 2016; and WHEREAS, the City Council awarded the contract on April 19, 2016; and WHEREAS, as part of the project residents were able to participate in the private driveway and sanitary sewer repair program and costs for this work have been calculated. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF CRYSTAL, MINNESOTA: 1) Declares the amount to be assessed against the benefited property owners to be $ 846,612.21 ($635,538.85 driveway, $211,073.36 sanitary sewer). 2) Orders the preparation of the assessment roll. 3) Calls for a public assessment hearing for said project to be held on the 18th day of October 2016 in the City Hall Council Chambers, 4141 Douglas Drive, Crystal, at 7:00 p.m., or as soon thereafter as the matter may be heard. Adopted by the Crystal City Council this 20th day of September, 2016. Jim Adams, Mayor ATTEST: Kim Therres Assistant City Manager 8.9 8.10 RESOLUTION NO. 2016- RESOLUTION ADOPTING APPENDIX IV OF THE CRYSTAL CITY CODE RELATING TO THE 2017 FEE SCHEDULE – MAIN SECTION WHEREAS, the City of Crystal conducts an annual review of fees charged for services and products; and WHEREAS, the attached fee schedule lists proposed charges for 2017 for various licenses, permits, services and products provided by the City of Crystal. NOW, THEREFORE, BE IT RESOLVED by the Crystal City Council that the attached fee schedule is adopted and incorporated into the Crystal City Code as Appendix IV. Adopted by the Crystal City Council this 20th day of September, 2016. ______________________________ Jim Adams, Mayor ATTEST: _________________________ Kim Therres Assistant City Manager 8.10 8.10 8.10 8.10 8.10 8.10 8.10 8.10 8.10 8.10 8.10 8.10 8.10 8.10 8.10 8.10 8.10 8.10 8.10 8.10 8.10 8.10 8.118.11 8.118.11 8.118.11 RESOLUTION NO. 2016 - ___ A RESOLUTION ADOPTING PROPOSED TAX LEVIES PAYABLE IN 2017 WHEREAS, State Law requires the certification of a proposed budget and proposed tax levies no later than September 30, 2016, and; WHEREAS, the City Council has met and discussed the proposed budget and tax levy, and: NOW, THEREFORE BE IT RESOLVED that there is hereby levied upon all taxable property located within the City of Crystal the following amounts: General Tax Levy $8,657,000 Pool bonds debt service Fund $212,000 Capital Improvement Funds $1,141,620 Housing and Redevelopment Authority Tax Levy $277,200* * Not to exceed a levy of .0185% upon the estimated market value of all property located within the City of Crystal. BE IT FURTHER RESOLVED that the City Clerk shall certify to the Hennepin County Auditor the 2017 property tax levies for the City of Crystal. BE IT FURTHER RESOLVED that the property tax levy for the General Obligation Improvement Bonds Series 2015A is cancelled since there will be sufficient special assessment revenue to make the debt service payments. Adopted by the Crystal City Council this 20th day of September, 2016. Jim Adams, Mayor ATTEST: Kim Therres Assistant City Manager 8.11 Posted: Sept. 16, 2016 City Council Second Work Session Agenda Sept. 20, 2016 Immediately following the regular City Council meeting Conference Room A Pursuant to due call and notice given in the manner prescribed by Section 3.01 of the City Charter, the second work session of the Crystal City Council was held at ______ p.m. on Sept. 20, 2016 in Conference Room A at City Hall, 4141 Douglas Dr. N., Crystal, Minnesota. I. Attendance Council members Staff ____ Deshler ____ Norris ____ Kolb ____ Therres ____ Libby ____ Ray ____ Parsons ____ Revering ____ Peak ____ Sutter ____ Adams ____ Gilchrist ____ Dahl II. Agenda The purpose of the work session is to discuss the following agenda items: 1. Review proposed amendments to City Code Chapter 4 (City Code Review Task Force recommendations) 2. Constituent issues update 3. City Manager monthly check-in 4. New business* 5. Announcements* * Denotes no supporting information included in the packet. III. Adjournment The work session adjourned at ______ p.m. 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 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov CITY MANAGER WORK PLAN MONTHLY CHECK IN – SEPTEMBER Goals: - Enhance and ensure timely, appropriate, efficient customer service and communications with the community, staff and Council o Monthly check in with Council o Constituent Issues – prompt response and resolution – on-going o Rental licensing changes – August 16 Council discussion - Implementation of City Council Vision/Goals o Final goals shared with Senior Staff  Thriving Business Climate  City Code Review Task Force  EDA levy approved for 2017 streetscape/beautification efforts  Crystal Learning Center open  Fiscally Sound and Stable Financial Policies and Practices  2017 budget discussions  Create Strong Neighborhoods  CCPB – “We Care” signs  Community Outreach Task Force  Becker Park survey  Bassett Creek regional bike trail in progress - Long Range Financial Plan o Developing 2017 budget  Overhauled General Fund presentation and department goals  No “gimmicks” in 2017 budget – all staffing accounted for all year, operational costs in operations budget OTo create a thriving business climate. 41 To develop fiscally sound and stable financial policies and practices. QTo create strong neighborhoods. CITY of CRYSTAL -d What Does the City Do? MAYOR & COUNCIL I ADMINISTRATION Administration HUMAN RESOURCES ASSESSING LEGAL I ELECTIONS FINANCE Public Safety POLICES FIRE Community PLANNING AND CODE ENFORCEMENT Development p BUILDING INSPECTIONS HOUSING INSPECTIONS ENVIRONMENTAL HEALTH Public Works ENGINEERING STREETS i PARK MAINTENANCE FORESTRY I CITY BUILDINGS Recreation RECREATION I COMMUNITY CENTER WATERSLIDE/POOL CITY of CRYSTAL meanfor 0 Thriving Business Climate - City Code changes to reduce "red tape" - Upgrade appearance of commercial areas Fiscally Sound and Stable - No more street assessments for mill & overlay projects - Fully accounting for police staffing and aerial fire truck lease - Operational costs regarding landscaping/facility maintenance moved from capital to operations - Seeking long-term efficiencies (electronic records, space needs) 0 Strong neighborhoods - Park improvements and recreation programs - Highly responsive police and fire protection - Home improvement assistance and code enforcement 1-wa.r w . v rw v w w v■ ■_ v %..0 V V ■ V■■ Fund 2014 Actual 2015 Actual 2016i Adopted 9/8 Work Session $8,757,014 Change $741,074 Change 9.25 General Fund $8,238,974 $8,262,652 $8,015,940 Pool Bonds Debt Service 208,991 208,849 210,600 212,000 1,400 0.66 County Rd. 81 Debt Serv. 561,698 566,245 - - - - Capital Improvement Funds - - 1,119,160 1,141,620 22,460 2.01 Total General and Debt Service $9,009,663 $9,037,746 $9,345,700 $10,010,634 $764,934 8.18 EDA 208,206 237,577 246,200 277,200 31,000 12.59 Total Tax Levy $9,217,869 $9,275,323 $9,591,900 $10,387,834 $795,934 8.30 C AL Levy mitigated by $100,000 FERF fund transfer . Actual Actual Adopted $8,015,940 Alternate Proposal $8,657,000 % Change Change $641,060 8.00 General Fund $8,238,974 $8,262,652 Pool Bonds Debt Service 208,991 208,849 210,600 212,000 1,400 0.66 County Rd. 81 Debt Serv. 561,698 566,245 - - - - Capital Improvement Funds - - 1,119,160 1,141,620 22,460 2.01 Total General and Debt Service $9,009,663 $9,037,746 $9,345,700 $10,010,620 $664,934 7.11 EDA 208,206 237,577 246,200 277,200 31,000 12.59 Total Tax Levy $9,217,869 $9,275,323 $9,591,900 $10,287,820 $695,920 7.26 CITY of CRYSTAL 0 West Metro Fire Rescue District has moved from purchasing to leasing trucks so the Fire Equipment Revolving Fund (FERF) is no longer needed. 0 The FERF has a balance of approximately $650,000. $100,000 of the FERF would be used to mitigate the 2017 General Fund levy via fund transfer. 0 The remaining balance of the FERF would be used to pay off the 2005 Pool Bonds in February 2017. 0 The $212,000 pool bond levy could then be redirected to other needs in 2017. Budget Timeline Aug. 15 Work session to review of general fund, EDA budgets and fee schedule. Aug. 18 Work session to review capital budgets (PIR and PERF). Aug. 31 Work session to review utilities, operating and capital budgets. Sept. 6 Adopt EDA 2017 budget and EDA/HRA levy. Sept. 8 Work session to review fee schedule. Sept. 20 Adopt preliminary 2017 operating budgets and preliminary tax levy. Adopt 2017 fee schedule, exclusive of utilities section. Oct. 18 Opportunity for public input. Dec. 6 Review and adopt final 2017 property tax levy and budget. Questions and Answers CITY of