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01-23-2023 Agenda and PacketAGENDA CHANHASSEN CITY COUNCIL MONDAY, JANUARY 23, 2023 CITY COUNCIL CHAMBERS, 7700 MARKET BOULEVARD A. 5:30 P.M. - WORK SESSION Note: Unless otherwise noted, work sessions are held in the Fountain Conference Room in the lower level of City Hall and are open to the public. If the City Council does not complete the work session items in the time allotted, the remaining items will be considered after the regular agenda. A.1 Avienda Recreational Facility Discussion A.2 Civic Campus Update A.3 Utility Rate Study Discussion A.4 Future Work Session Schedule B. 7:00 P.M. - CALL TO ORDER (Pledge of Allegiance) C. OATH OF OFFICE CA Oath of Office - Josh Kimber D. PUBLIC ANNOUNCEMENTS D.1 Invitation to February Festival E. CONSENT AGENDA All items listed under the Consent Agenda are considered to be routine by the city council and will be considered as one motion. There will be no separate discussion of these items. If discussion is desired, that item will be removed from the Consent Agenda and considered separately. City council action is based on the staff recommendation for each item. Refer to the council packet for each staff report. EA Approve City Council Minutes dated January 9, 2023 E.2 Approve City Council Special Meeting Minutes dated January 18, 2023 1 E.3 Receive Environmental Commission Minutes dated December 14, 2022 EA Receive Economic Development Commission Minutes dated December 14, 2022 E.5 Receive Planning Commission Minutes dated December 6, 2022 E.6 Approve Claims Paid January 23, 2023 E.7 Resolution 2023-XX: Authorize 2023 Fleet Purchases E.8 Resolution 2023-XX: Approve a Cooperative Construction Agreement with MnDOT for the TH41 Improvement Project E.9 Resolution 2023-XX: Accept Feasibility Study and Call Public Improvement Hearing for the 2023 City Pavement Rehabilitation Project No. 23-01 E.10 Resolution 2023-XX: Accept Feasibility Study and Call Public Hearing for 2023 City Mill & Overlay Project No. 23-04 F. VISITOR PRESENTATIONS Visitor Presentations requesting a response or action from the City Council must complete and submit the Citizen Action Request Form (see VISITOR GUIDELINES at the end of this agenda). G. FIRE DEPARTMENT/LAW ENFORCEMENT UPDATE G.1 Monthly Fire Department Update G.2 Law Enforcement Update H. PUBLIC HEARINGS H.1 Approval of Small Brewer Off -Sale and On -Sale Brewer Taproom Liquor Licenses for Hackamore Brewing Company located at 18651 Lake Drive East H.2 Resolution 2023-XX: Consider a Request for Approval of a Metes and Bounds Subdivision at 6730 Golden Court I. GENERAL BUSINESS I.1 Ordinance XXX: Establishing City Fees and Charges for 2023 I.2 Resolution 2023-XX: Supporting the Authority to Hold a Referendum to Impose a Local Sales Tax to Fund Specific Capital Improvements Providing Regional Benefit J. COUNCIL PRESENTATIONS K. ADMINISTRATIVE PRESENTATIONS L. CORRESPONDENCE DISCUSSION L.1 Business Retention & Expansion Program Intro Letter K L.2 Rotary Club of Chanhassen Certificate of Appreciation - End Polio Now M. ADJOURNMENT GUIDELINES FOR VISITOR PRESENTATIONS Welcome to the Chanhassen City Council Meeting. In the interest of open communications, the Chanhassen City Council wishes to provide an opportunity for the public to address the City Council. That opportunity is provided at every regular City Council meeting during Visitor Presentations. • Anyone seeking a response or action from the City Council following their presentation is required to complete and submit a Citizen Action Request Form. An online form is available at https://www.chanhassemmn.gov/action or paper forms are available in the city council chambers prior to the meeting. • Anyone indicating a desire to speak during Visitor Presentations will be acknowledged by the Mayor. When called upon to speak, state your name, address, and topic. All remarks shall be addressed to the City Council as a whole, not to any specific member(s) or to any person who is not a member of the City Council. • If there are a number of individuals present to speak on the same topic, please designate a spokesperson that can summarize the issue. • Limit your comments to five minutes. Additional time may be granted at the discretion of the Mayor. If you have written comments, provide a copy to the Council. • During Visitor Presentations, the Council and staff listen to comments and will not engage in discussion. Council members or the City Manager may ask questions of you in order to gain a thorough understanding of your concern, suggestion or request. • Please be aware that disrespectful comments or comments of a personal nature, directed at an individual either by name or inference, will not be allowed. Personnel concerns should be directed to the City Manager. Members of the City Council and some staff members may gather at Tequila Butcher, 590 West 79th Street in Chanhassen immediately after the meeting for a purely social event. All members of the public are welcome. 3 City Council Item January 23, 2023 Item Avienda Recreational Facility Discussion File No. Item No: A.1 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Laurie Hokkanen, City Manager Reviewed By SUGGESTED ACTION N/A Motion Type N/A Strategic N/A Priority SUMMARY The city is in discussions with the owners of Avienda to partner on a recreational facility at Avienda, to include 2-3 sheets of ice, a walking track, meeting rooms and more. Level 7 Development representative Mark Nordland will join us virtually to discuss the project. BACKGROUND DISCUSSION BUDGET RECOMMENDATION 4 ATTACHMENTS City Council Item January 23, 2023 Item Civic Campus Update File No. Item No: A.2 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Laurie Hokkanen, City Manager Reviewed By SUGGESTED ACTION N/A Motion Type N/A Strategic Development & Redevelopment Priority SUMMARY BACKGROUND On September 13, 2022 the city hosted hosted a Design Workshop with the City Council, staff, all commission members, and Park Referendum Task Force members invited to share feedback on the proposed Civic Campus. The Design Workshop was a result of the Facility Study completed by Snow Kreilich Architects and Kraus Anderson in 2021-22. The study helps us understand the condition and projected needs of our public buildings. The complete study and materials are available here: https://www. chanhassemmn.gov/government/proj ects/2022-city-of-chanhassen-facilities-study In particular, the study helped the City Council understand the costs of refurbishing or replacing City Hall. City Hall was built in 1980, with significant projects in 1988, 1996, and 2004. Based on the cost differentials and ability to benefit the community, the City Council decided to explore opportunities to 6 build a new Civic Campus that would include a new City Hall and park amenities to create a new community focal point. Potential elements could include an inclusive playground, a restaurant, a performance stage, a splash pad, an art walk, an ice ribbon, and other ideas. Hoisington Koegler Group, a planning and landscape architecture firm, presented five concepts for a reimagined City Hall area at the workshop. Commission members were able to review and provide feedback on the concepts. At this meeting, HKGI staff will share feedback received at the Design Workshop and look for additional input from the City Council as we work towards a preferred concept. DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Civic Campus Concept Presentation Civic Campus Concept Boards 7 A Ll I ! FAL%245 Ll N N LVJ I �i hFil JA I P DESIGN WORKSHOP SEPTEMBER 13, 2022 FUK � i8 AGENDA 1. Welcome/ Overview (5 min.) 2. Presentation Followed by General Question and Answers (25 min.) 3. Board Review + Post -in Notes Comments + Group Discussion + Scorecard (60 m r) 4. Recap on Board Review (30 min,) 5. Next Steps (5 min.) CONTEXT W VILLAGE RU LUNDS & BYERLYS FUTURE NEW SCHOOL BUILDING.- . •-= :................... •�_'' POTENTIAL o NEW FIELDS ELEMENTARY m SCHOOL Y FESTIVAL AREA •: I r— I — — — — — — — — — — — — — — — — — — n l I FIRE STATION I � CHAR VIEW I r --- I — CITY HALL CHAN VIEW JwE ••--•• •--... POST ... I OFFICE I � - PROJECT AREA I I J I a I W I CHANHASSEN OLD NATIONAL I I LIBRARY I I I I BANK L- - - - - - - - - - - - - - - � x 0 W 76TH ST CHAN VIEW ti ol EXISTING CONDITIONS EXISTING TRAIL r LUNDS & BYERLYS ENTRANCE .r EXISTING CITY HALL FOOTPRINT .ate 2 ICE RINK SKATE PARK F Y ONE WAY DRIVE PFFACE PARKING+_.••— --- �- — STRUCTURED ,_ �Illtllo PARKING SURFACE CHAN VIEW PARKING r CITY HALL ti LOWER LEVEL - --d"`�"■ �- • w� sI� !! PARKING r' ACCESS L SURFACE PARKING SCULPTURE WATER ' 'DROP FEATURE OFF CHANHASSEN LIBRARY L�1,» �►l ��1 �1:1 I r S m VETERAN'S --I MEMORIAL c v PLAZA TH ST POTENTIAL PROGRAM SHIFT IF M r} u. A J G7 m r LUNDS & BYERLYS „ ENTRANCE WEST 78TH ST asr-------� 0 0 zem 0, a .. ■ LU CHAN VIEW SITE PROGRAMMING • No Change Library >> Vet's Memorial • On -Site Relocation City Hall Parking (Surface and or Structured) Skate Park Hockey Plaza Space PO • Potential Off -Site Relocation Hockey P,,O,O > Skate Park • New Program Elements Stand Alone Community Room / Vending Space High Density Residential Universal Play Ground Farmers Market Ice Skating Ribbon/ Loop Art Walk Outdoor Seating Fountain 201 7 DOWNTOWN VISION PLAN Guiding Principles ENHANCED STREETSCAPE/PUBLIC REALM ': \, �_1 ENHANCED PEDESTRIAN INTERSECTION CROSSINGS BUILD COMMUNITY Chanhassen's downtown is a focus of the community's culture. Constructing a downtown provides opportunities to build a commitment to Chanhassen "the place," to reinforce the traditions of the community and to strengthen the ties between its citizens CREATE A CITY COMMONS A public open space for celebrating community life should be a highlight of the downtown, creating a center of activity and a focus for the downtown. CONNECT TO THE NEIGHBORHOODS Surrounding downtown neighborhoods should be linked, strengthening the relationship between the downtown and the community it serves DEFINE THE PEDESTRIAN NETWORK Some areas within the downtown should be dedicated solely to pedestrian use. They should be clearly defined, safe and provide convenient access too variety of destinations. Larger outdoor rooms should be linked to the pedestrian network, allowing for planned community gatherings, informal activities or quiet retreat from the more active uses of the downtown. MARK THE DOWNTOWN The downtown's entry points and edges should be defined, making them distinct and identifiable. The distinguishing features of the larger Chanhassen landscape should be reflected throughout the downtown. MIX USES IN NEW DEVELOPMENT Uses within the downtown should be mixed, encouraging people to visit at different times and for a variety ofpurposes. ELEVATE THE PEDESTRIAN REALM Users of the downtown should be able to walk conveniently and comfortably between destinations safely, thereby enlivening the public space and reducing automobile traffic. ANTICIPATE THE FUTURE The downtown should keep pace with technological change and readily adapt to the opportunities of the future. -ENHANCE CONNECTIONS FROM STREETS TO LOCAL BUSINESSES i POTENTIAL LONG-TERM CROSSING UNDER HIGHWAYS LEGEND Enhanced 5tre bt pe I Pu9ic Realm Entry1lieyln1er fion / Ekivirg Sft emfA[[ Medlan Exuti g Sid—lk ••� POMn[i�l 5id[walk Conrla[Ilon — Excting Trail ........ •• PotentlalhaHConnKtlon �o r:.— J Y� 1 / r I j\ EXISTING HIGHWAY r S OVERPASS \ _ _ \ IMPROVED PEDESTRIAN —�CROSSING OF HIGHWAY S 1 Dewnterm Mkeed U.04h O-NtyArhiPMtm, Iknf&ntW-Offs. ee UPperU-W _ j RL m..lal Neal (r'urgef dAr fm Feddenllol lntegmrlon) CONCEPT i r .s LUNDS & BYERLYS ENTRANCE t; 4 4r CA171 PrIou SURFACE PARKING + STRUCTURED PARKING ` v .r kill EXISTING CITY HALL FOOTPRINT I . r.ITV MAI I nN MARKFT RI vn ■ KEY FEATURES New City Hall Building relocated to Market Blvd. with new visitor parking for to north and staff parking under building • New central park spaces with small park building/ community room/vending space opportunity with o= outdoor dining/ gathering, water feature and play lawn. y• New larger, upper park area for larger gatherings/ L a festivals Existing plaza area to the south remains • Existing parking on Kerber Blvd. remains • Hockey and Skate Park remain in current configuration DEVELOPMENT EXISTING TRAIL I UPPER PARK 'D - {FESTIVAL SPACE} '•J I it OMMUNI �� rf ROOM/ VENDING IN , SPACE +1 4,000 SF ■ mole �TAI STAIRS PLAZA / OPEN LAWN WATER + FEATURE CIl SENI STAIRS• VETERAN'S A+�L MEMORIAL CHANHASSEN LIBRARY EXISTING PLAZA L:M-TH 5T 1 City Hall + Senior Center - 2 Story +/-14,300 SFPer Floor Community Room/Vending Space +/- 4,000 SF PARKING Existing Parking Structure - 93 Spaces Upper Level Existing Parking Structure - 26 Spaces Lower Level Proposed Parking Under City Hall 48 Spaces Proposed Surface Parking for 70 Spaces City Hall M 1 Calculated Parking Need: 137 for City Hall + 76 for Library (213 Total) I 0 It I ON kyj I 4j CHANHASSEN CIVIC CAMPUS CITY COUNCIL WORK SESSION 9.13.2022 I %w�L pn- f .......... Aa.. A:A . o"lift-w VFW- --w000r' -Now-- -A, CONCEPT 2 - CITY HALL TO NORTHEAST + SR HOUSING CROSSWALK LUNDS &'dW6" BYERLYS , ALIGNED ENTRANCE "RIVE • EXISTING CITY HALL FOOTPRINT KEY FEATURES EXISTING TRAIL w _FOR W GRADE CESS II } OPEN LAWN ZZ�o LLIUJo� �LLJ + = aC PAVILION'. N FSENIOR CENTER PLAZA 1 �, +1- 3,750 SF SEATING AREA L ` L0 . f CHANHASSEN LIBRARY VETERAN'S MEMORIAL CHAN VIEW • New City Hall Building relocated to northeast (hockey/ skate park area) with new visitor parking on north, east and south sides of building - no under building parking • New central park spaces with small park pavilion for gathering separating an upper park lawn area and a lower plaza space with a linear water feature �* New skate plaza and small splash pad area on the lower plaza level with a new universal playground • New Senior High Density Housing + Senior Center located on former parking lot site. Parking for Senior Center, Library and Housing included on this site • Hockey relocated off site and Skate Park relocated to plaza area DEVELOPMENT City Hall - 2 Story +/-17,000 SF Per Floor ilk +/- Senior HDR - 4 Story (+/- 70 units) 14,800 SFPer Floor Senior Center +/-3,750 SF PARKING City Hall - North 36 Spaces City Hall - East 65 Spaces City Hall - South 36 Spaces Library / Senior Center 70 Spaces Subtotal (Civic Campus) 207 Spaces Senior HDR - Surface 38 Spaces Senior HDR - Underground 42 Spaces Subtotal (Senior HDR) otal 80 Spaces • Spaces Calculated Parking Need: 137 for City Hall + 76 for Library (213 Total) 0 . W-ltm L m-A —m —Eff 7 •,Epp Gl- lei L. - Iv¢X , jv *ot :.owe's 4 ra . . . . . . . . . . . . . 94 ab CHANHASSEN CIVIC CAMPUS CITY COUNCIL WORK SESSION 9.13.2022 me[MIN CONCEPT 3 r ' e CROSSWALK LUNDS & BYERLYS . ALIGNED ENTRANCE DRIVE EXISTING CITY HALL FOOTPRINT - CITY HALL TO NORTH KEY FEATURES EXISTING TRAIL '�- New City Hall Building relocate to the north with under CITY HALL + SENIOR CENTER 2 STORY +r- 17,000 SF OMMUNI ROOMI VENDING SPACE +►- 3,000 SF OUTDOOR SEATING VENDING 1 MARKET OPPORTUNITY a _ � SCi�LPTIJRE W7 li TREE GROVE 1 SEATING AREA CHANHASSEN LIBRARY } OPEN LAWN EXISTING PLAZA L:M-TH ST ICE RINK CHAN VIEW building parking Expanded parking ramp on west side of City Hall to accommodate City Hall and Library parking Pedestrian promenade with vending/ market ° opportunity connects east to west c� y Larger park space with expanded skate park, open lawn a area and small gathering pavilion. Tree grove seating area and sculpture plaza between City Hall and Library • Additional parking capacity for expanded public _ program (vending space, senior center, etc.) DEVELOPMENT +/-17,000 SF City Hall + Senior Center - 2 Story Per Floor POSI Community Room/Vending Space +/- 3,000 SF OFFIC - -_ PARKING Parking Structure - Lower Level 93 Spaces Parking Structure - Upper Level 93 Spaces City Hall - Under Building 60 Spaces Calculated Parking Need: 137 for City Hall + 76 for Library (213 Total) ITY M5, MOM=== i� 40 JAI LU 7N, Ok , lmlll� c' 'pt:. - 7l It CHANHASSEN CIVIC CAMPUS CITY COUNCIL WORK SESSION 9.13.2022 [MIN we CONCEPT 4 -CITY HALL TO WEST EXISTING TRAIL J d' LiJ y Gn LU CROSSWALK LUNDS &'+W6" BYERLYS n ALIGNED ENTRANCE DRIVE z + OPEN LAWN N VETERAN'S MEMORIAL CHANHASSEN v GROVE IART WALK EXISTING CITY FOOTPRINT CHAN VIEW KEY FEATURES • New City Hall Building relocated to west of existing (requires construction of new surface parking to north to support existing building program) with Senior Center on lower level • New pleasure skate rink on upper park terrace 00 New park and plaza features throughout park area h Skate park expanded slightly to the west LU a Hockey relocated off site DEVELOPMENT City Hall + Senior Center - 3 Story +/-11 , 100 SFPer Floor PARKING Calculated Parking Need: 137 for City Hall + 76 for Library (213 Total) Ir sit -• a ; 77, iy ry .. ,...".."'iil` •�^e i� �13 _ .: �.; R40 ":•aw� 1'.r + 1 ! + r f Mika diY ; 6 40 N. r i "fin f + _ x>• CHANHASSEN CIVIC CAMPUS CITY COUNCIL WORK SESSION 9.13.2022 MoM13 CONCEPT 5 - CITY HAI F TO MARKET BLVD. & W 78TH ST CORNER m CROSSWALK LUNDS &-dW6 + BYERLYS . ALIGNED ENTRANCE DRIVE EXISTING CITY HALL FOOTPRINT HIGH DENSITY RESIDENTIAL 3 STORY +1- 16,200 SF 1 FLOOR PLAZA �•� CHANHASSEN LIBRARY SKATE PARK `- .!� kqm KEY FEATURES _ City Hall Building relocated the southwest corner with surface and below grade parking TNew • Extension of Chan View Street to west, doubles as a festival street for events • New surface parking for library and shared parking with City o Hall _ New residential development at hockey and skate park area Q ? as well as at existing parking ramp for current City Hall y New open lawn area for large festivals on upper terrace, a new skate park and plaza area on central terrace north of the street extension DEVELOPMENT City Hall +Senior Center - 3 Story +/-9,600 SFPer Floor West HDR - 3 Story (+/- 57 Units) +/-16,200 SF Per Floor East HDR - 4 Story (+/- 73 Units) +/- 15,600 SFMW Per Floor PARKING City Street Parking 41 Spaces Library Surface Parking 26 Spaces City Hall - Upper Level 82 Spaces City Hall - Lower Level 82 Spaces Subtotal (Civic Campus) 231 Spaces West HDR - Surface 32 Spaces West HDR - Underground East HDR - Surface 54 Spaces 55 Spaces East HDR - Underground 50 Spaces Subtotal (HDR) Total 191 Spaces 231 Spaces Calculated Parking Need: 137 for City Hall + 76 for Library (213 Total) 1 i1lmIIlJAlA: r j. n 4r �� Y • A4 low . Cr. :..?P ✓1 IF Ag CHANHASSEN CIVIC CAMPUS CITY COUNCIL WORK SESSION 9.13.20 2 2 CONCEPT r% - CITY HALL TO MARKET BLVD. & W 78TH C.ORNER -Lj, r UPPER PARR c.. ICE RINK SKATE A PARR W F N SURFACE _ PARKING+ _ STRUCTURED :, _ b .•.�_��_ PARKING SURFACE PARKING .r CITY HALL •mow h . SURFACE Anu �.... r......+'-+.' i PARKING low, AIM CHANHASSEN LIBRARY EXISTING WEST 7STH ST 6 Ir-v ___... . Los on rt RLYS . MINCE xk wW h CONCEPT! venom. I� • amvnw,e WEST 7STH ST �.- EXISTING PLAZA r UPPER PARR Y x srnus yueei,� ICE RINK SKATE V' PARK f x as 6 SURFAACE PARNING+ �j cR�KI STRUCTURED PARKING _. Los a RLYS LANCE' �� rw� z*M% ' vrrrn �roa P rn.r`;... OF f} o rrAms CITY HALL + _ SENIOR CENTER CHANHASSEN 3 LIBRARY EXISTING r PLAZA rCONCEPT. 1 pgST7STH ST Jr� - I is +� l x IDS RLYS IANCE 6 I• CHANHASSE14 LIBRARY ipl T. COWEPT 4 L ' EXISTING, • � PLAZA WEST7STHST' RaG .�h .; �* it aemarrw[ jl I RLYS WSCE O1tl°' II CONCEPT caa ` Los war RLYS . MINCE fl, • .J WEST 7ETH ST :CONCEPT 5 WEST 78TH ST w. a EXISTING PLAZA -, - CHAN V1Ea - . CONCEPT COMPARISON HIGHER PROJECT COST CONSIDERATIONS LOWER PROJECT COST CONSIDERATION PROGRAM CONSIDERATIONS SITE DESIGN CONSIDERATIONS CONCEPT 1 - CITY HALL ON MARKET BLVD. • Under building parking for City Hall (+/-48) • Existing parking lot & structure retained • Smallest footprint for overall improvements • No change to skate park or hockey rink • Restaurant tenant and long- term viability CONCEPT 2 - CITY HALL TO NORTHEAST + SENIOR HOUSING • Expanded project area • Additional amenities (pavilion, water feature, playground, etc.) • Structured parking (+/-70 spaces) • All surface parking for City Hall site • Recapture of additional value from land sale/ tax revenue on Sr. Housing development • Public Private Partnership with Sr. Housing and Sr. Center and Library parking • Relocation of hockey program off -site • Smaller skate plaza New universal/ destination playground Parking directly associated ' • with City Hall short based on identified need Prominent building location • for City Hall Phasing of parking improvements for the Library Realignment of intersection at Byerly's "Top of Hill" location for City Hall CONCEPT 3- CONCEPT 4- CITY HALL TO NORTH CITY HALL TO WEST • Structured + under building parking (+/- 246) • Structured + under building parking (+/- 120) • Additional phasing for parking • Refrigerated skating loop CONCEPT 5 - CITY HALL TO MARKET BLVD & W 78TH ST CORNER `� 4L• 1 Vq • Structured parking (+/- 164) • New public street • Simplified park amenities Mix of structured and Recapture of additional (open lawn, skate park, surface parking value from land sale/ hockey) tax revenue on HDR developments • Integrated restaurant space with public building • Retains hockey and expands skate park program • Open lawn program for festivals • Promenade street for festivals/ vending • Phasing of parking improvements for the Library • Realignment of intersection at Byerly's • All vehicular access to City Hall / Library off of Kerber Blvd. • Relocation of hockey I • Relocation of hockey program off -site program off -site • Phasing of parking improvements for the Library • Realignment of intersection at Byerly's • All vehicular access to City Hall / Library off of Kerber Blvd. • Shared parking between City Hall and Library (structured) • Reduced plaza space around Veteran's Memorial • Prominent building location for City Hall NF '%,W- S' IPSMMM TONIGHT Q uestions/cl a rifi cations i 7 0 minutes; • Review boards (60 minutes) »Provide sticky note comments »Fill out scorecard/survey »OR fill out online survey a t a later time • General reactions/summary PO r%unutes AFTER THIS EVENING • Online survey available for two weeks • Summarize concepts and set preferred direction • Council work session to review (Oct -Nov) i1► FI;la'LI CHANHASSEN CIVIC CAMPUS CITY COUNCIL WORK SESSION 9.13.2022 MEM13 r LUNDS & BYERLYS ,. ENTRANCE i KI MWr J .................. EXISTING CITY HALL .................. FOOTPRINT EXISTING SURFACE PARKING +► STRUCTURED PARKING n ,� OAk PEN EXISTING TRAIL UPPER PARK (FESTIVAL SPACE) dWA = = A PLAZA / WATER FEATURE i STAI MM s � � VETERAN'S MEMORIAL .a � WEST 78TH ST ICE RINK CITY HALL + SENIOR CENTER 2-STORY +1- 14,300 SF / FLOOR EXISTING PLAZA _ - UPPER LEVEL PLAZA WITH WATER FEATURE --L 0 J EKING CESS IN', i v �odi SKATE ;IN Z% PARK Wa -J LL CHAN VIEW POST OFFICI 0 40 Feet KEY FEATURES • New City Hall Building relocated to Market Blvd. with new visitor parking for to north and staff parking under building • New central park spaces with small park building/ community room/ vending space opportunity with outdoor dining/ gathering, water feature and play lawn. • New larger, upper park area for larger gatherings/ festivals • Existing plaza area to the south remains • Existing parking on Kerber Blvd. remains • Hockey and Skate Park remain in current configuration DEVELOPMENT City Hall + Senior Center - 2 Story I - ICommunity Room/Vending Space PARKING Existing Parking Structure - Upper Level Existing Parking Structure - Lower Level Proposed Parking Under City Hall Proposed Surface Parking for City Hall kil 11 dL Calculated Parking Need: 137 for City Hall + 76 for Library (213 Total) TELL US WHAT YOU THINK! Share thoughts/comments or ideas on stic •/-14,300 SF Per Floor + - 41000 SF yj spaces 26 Spaces 48 Spaces 70 Spaces _1► I:/��+`�+y A �kl 914 kT/ I�I�1�1►�i I11�•'�I11►y[ll��►��[�1:�:�.y:[�li'n[Ct►ll del R-GRADE FOR BELOW GRADE ACCESS 11 � J �a z~ z �o UjWo 0 7 CD W . + CHANHASSEN EXISTING TRAIL OPEN LAWN PAVILION s- PLAZA 1 SEATING AREA % VETERAN'S MEMORIAL Alla,- -r 6 L 1 B RAI1Y EXISTING oil PLAZA . log - — Fr WEST 78TH ST . .............. EXISTING CITY HALL ILLLl - FOOTPRINT �� ` ��A I aim PLAYGROUND �00 Uj POS OFFIC 0 0 40 Feet KEY FEATURES • New City Hall Building relocated to northeast (hockey/ skate park area) with new visitor parking on north, east and south sides of building — no under building parking • New central park spaces with small park pavilion for gathering separating an upper park lawn area and a lower plaza space with a linear water feature • New skate plaza and small splash pad area on the lower plaza level with a new universal playground • New Senior High Density Housing + Senior Center located on former parking lot site. Parking for Senior Center, Library and Housing included on this site • Hockey relocated off site and Skate Park relocated to plaza area DEVELOPMENT City Hall - 2 Story Senior HDR - 4 Story (+/- 70 units) i Senior Center ' PARKING 171000 SF Per Floor +/- 141800 SF Per Floor +/-3.750 SF City Hall - North City Hall - East City Hall - South Library / Senior Center Subtotal (Civic Campus) � Senior HDR - Surface Senior HDR - Underground Subtotal (Senior HDR) Calculated Parking Need: 137 for City Hall + 76 for Library (213 Total) T 11 US WHAT YOU THINK! IShare thoughts/comments or ideas on sticky notes and place he 36 Spaces 65 Spaces 36 Spaces 70 Spaces !07 Spaces 38 Spaces 42 Spaces 80 Spaces _1► I:/��•`�+y � ► [y 1�/ [�I�1�1►�i 111�•'�I11►y[ll►�►��[�1:�:�.y:[�li'�K�►ll r 6!'i000 VYHLR LUNDS & BYERLYS ALIGNED ENTRANCE DRIVE I KI MMr J .................. EXISTING CITY HALL .................. FOOTPRINT EXISTING TRAIL CITY HALL + SENIOR CENTER 2 STORY +/- 171-000 SF LOO T G SF r OUTDOOR SEATING + CB SCOLPTURE + ._, A TREE GROVE / + + SEATING AREA MV A WEST 78TH ST VETERAN'S ,MEMORIAL K" VENDING / MARKET OPPORTUNITY OPEN LAWN PAVILION e EXISTING PLAZA _ _ ICE RINK CHAN VIEW o I— ZK% W a 6L POST OFFICI 0 40 Feet KEY FEATURES • New City Hall Building relocate to the north with under building parking • Expanded parking ramp on west side of City Hall to accommodate City Hall and Library parking • Pedestrian promenade with vending/ market opportunity connects east to west • Larger park space with expanded skate park, open lawn area and small gathering pavilion. • Tree grove seating area and sculpture plaza between City Hall and Library • Additional parking capacity for expanded public program (vending space, senior center, etc.) DEVELOPMENT City Hall + Senior Center - 2 Story Community Room/Vending Space PARKING Parking Structure - Lower Level Parking Structure - Upper Level City Hall - Under Building Calculated Parking Need: 137 for City Hall + 76 for Library (213 Total) � L US WHAT YOU THINK! Share thoughts/comments or ideas on slit 171000 SF Per Floor +/- 3,000 SF 93 Spaces 93 Spaces 60 Spaces ��•`�+y � ► [y 1�1 [�I�1�1►�i 111I•'�I11►y[ll►�►��[�1:�:�.y:[�li'�[C�►ll 6 t wo h JIF CROSSWALK . _ LUNDS & BYERLYS ALIGNED ENTRANCE DRIVE � II 4 low �; �. ,� - .................. EXISTING CITY HALL FOOTPRINT .................. EXISTING TRAIL ICE RIBBON _ PAVILION i WEST 78TH ST GROVE / ART WALK r,1-mb. VA CHAN VIEW L* i00 W o� POST OFFIC it 0 40 Feet y F+06 F F t .10 �F bilk— KEY FEATURES • New City Hall Building relocated to west of existing (requires construction of new surface parking to north to support existing building program) with Senior Center on lower level • New pleasure skate rink on upper park terrace • New park and plaza features throughout park area • Skate park expanded slightly to the west • Hockey relocated off site DEVELOPMENT City Hall + Senior Center - 3 Story PARKING City Hall - Surface City Hall - Upper Level City Hall - Lower Level + Under Building Calculated Parking Need: 137 for City Hall + 76 for Library (213 Total) +/-11,100 SF Per 1=1,^#%r 9 I bpaces An or%,%nnn Hsu spaces im01=W0�� :20MWRVAIrmi 1 I I•' � Il z►y [!I ► �►��[�1:�:�.y: [�l i'� [C�►ll fRL 9 .................. EXISTING CITY HALL FOOTPRINT .................. del MOM• iL�_ EXISTING TRAIL G C+ OPEN LAWN C+ C+ � SKATE PARK HIGH DENSITY PLAZA - RESIDENTIAL '+ + , 3 STORY +/- 16,200 SF / FLOOR rL I V "riff7 0 f WEST 78TH ST CITY HALL + SENIOR CENTER 3 STORY +/- 9,600 SF / FLOOR rl� r,1-o" VA CHAN VIEW L* POST OFFIC it 0 40 Feet Cal Ji F A Ilk I A :8 r :i AEI I jW 'Y2 TIT&I: KEY FEATURES • New City Hall Building relocated the southwest corner with surface and below grade parking • Extension of Chan View Street to west, doubles as a festival street for events • New surface parking for library and shared parking with City Hall • New residential development at hockey and skate park area as well as at existing parking ramp for current City Hall • New open lawn area for large festivals on upper terrace, new skate park and plaza area on central terrace north of the street extension DEVELOPMENT City Hall + Senior Center - 3 Story West HDR - 3 Story (+/- 57 Units) East HDR - 4 Story (+/- 73 Units) PARKING City Street Parking Library Surface Parking City Hall - Upper Level City Hall - Lower Level Subtotal (Civic Campus) West HDR - Surface West HDR - Underground East HDR - Surface East HDR - Underground Subtotal (HDR) Calculated Parking Need: 137 for City Hall + 76 for Library (213 Total) +/-9,600 SF Per Floor +/- 16,200 SF Per Floor +/- 151600 SF Per Floor 41 Spaces 26 Spaces 82 Spaces 82 Spaces 231 Spaces 32 Spaces 54 Spaces 55 Spaces 50 Spaces 191 Spaces TELL US WHAT YOU THINK! Share thoughts/comments or ideas on sticky notes and place here! _1► I:/��•`�+y � ► [y 1�/ [�I�1�1►�i 111�•'�I11►`l[ll►�►��[�1:�:�.y:[�li'�K�►ll City Council Item January 23, 2023 Item Utility Rate Study Discussion File No. Item No: A.3 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Kelly Grinnell, Finance Director Reviewed By Laurie Hokkanen SUGGESTED ACTION Briefly review the results of the Utility Rate Study and decide on 2023 rates and fees. Motion Type N/A Strategic N/A Priority SUMMARY Ehlers and Associates presented the results of the utility rate study at the work session on January 9, 2023. The rate study showed that significant rate increases are necessary beginning in 2024 to cover operating expenses and pay for planned capital improvements. The rate study presumed that utility rates would increase modestly in 2023. Council requested that Ehlers and staff research how a larger increase in 2023 could help offset rate increases in 2024 and beyond. Ehlers will review the revised 2023 rate recommendations at the work session in anticipation of setting utility rates for 2023 at the council meeting later that night. The attached worksheet compares quarterly residential utility bills as presented on January 9 versus bills with higher sewer and stormwater rates starting in 2023. BACKGROUND DISCUSSION 33 BUDGET RECOMMENDATION Staff recommends that the council discuss and approve the increased 2023 utility rates to be adopted at the council meeting. ATTACHMENTS Rate Comparison 34 Residential Utility Bills - Quarterly Rates Comparison From January 9 Work Session 2022 2023 2024 2025 2026 2027 Water $ 89.73 $ 94.22 $ 98.93 $ 103.87 $ 109.07 $ 114.52 Sewer $ 72.57 $ 76.45 $ 83.72 $ 91.67 $ 100.38 $ 109.91 Storm Water $ 22.53 $ 23.88 $ 29.85 $ 35.82 $ 41.20 $ 44.80 Total Quarterly Bill $Increase % Increase Proposed for January 23 Water Sewer Storm Water Total Quarterly Bill $Increase Increase $ 184.83 $ 194.55 $ 212.50 $ 231.36 $ 250.65 $ 269.23 $ 9.72 $ 17.95 $ 18.86 $ 19.29 $ 18.58 5.3% 9.2% 8.9% 8.3% 7.4% 2022 2023 2024 2025 2026 2027 $ 89.73 $ 94.22 $ 98.93 $ 103.87 $ 109.07 $ 114.52 $ 72.57 $ 78.74 $ 85.43 $ 92.69 $ 100.57 $ 109.12 $ 22.53 $ 25.91 $ 29.80 $ 34.27 $ 39.06 $ 42.29 $ 184.83 $ 198.87 $ 214.16 $ 230.83 $ 248.70 $ 265.93 $ 14.04 $ 15.29 $ 16.67 $ 17.87 $ 17.23 7.6% 7.7% 7.8% 7.7% 6.9% 35 City Council Item January 23, 2023 Item Future Work Session Schedule File No. Item No: A.4 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Kim Meuwissen, City Clerk Reviewed By Laurie Hokkanen SUGGESTED ACTION N/A Motion Type N/A Strategic N/A Priority SUMMARY The City Council is tentatively scheduled to hold the following work sessions: February 13, 2023 Carver County Environmental Services Discussion Civic Campus Discussion Avienda Recreational Partnership February 27, 2023 Commission Interviews March 13, 2023 Commission Interviews BACKGROUND 36 Staff or the City Council may suggest topics for work sessions. Dates are tentative until the meeting agenda is published. Work sessions are typically held at 5:30 pm on the second and fourth Monday of each month in conjunction with the regular City Council meeting, but may be scheduled for other times as needed. DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 37 CITY OF CHANHA33VQEN Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow OATH OF OFFICE I, Josh Kimber, do solemnly swear that I will support the Constitution of the United States, the Constitution of the State of Minnesota, and that I will faithfully; justly, and impartially discharge the duties of the office of City Council for the City of Chanhassen, Minnesota to the best of my judgment and ability. So help me, God. Subscribed and sworn to before me this day of January, 2023. Notary Public Josh Kimber PH 952.227.1100 • www.ci.chanhassen.mmus • FX 952.227.1110 7700 MARKET BOULEVARD - PO BOX 147 • CHANHASSEN • MINNESOTA 55317 38 City Council Item January 23, 2023 Item Invitation to February Festival File No. Item No: D.1 Agenda Section PUBLIC ANNOUNCEMENTS Prepared By Priya Tandon, Recreation Manager Reviewed By SUGGESTED ACTION N/A Motion Type N/A Strategic Communications Priority SUMMARY The City of Chanhassen is proud to announce the first community event of 2023 - the 30th Annual February Festival! FebFest will be held on Saturday, February 4th from 12-3pm on Lake Ann. We invite area residents, their families, and friends to join us for horse-drawn wagon rides, kicksledding, snowshoeing, bonfires, door prizes, ice fishing contest, hot concessions, and a Medallion Hunt that begins next Monday, January 30th. For more information on February Festival and to register for the ice fishing contest, visit the city's website at chanhassemmm.gov/febfest. February Festival is the first in a year -long series of special events that are sponsored by the City of Chanhassen, local service organizations, and the local business community. Special thanks to the Rotary Club of Chanhassen for their extensive support of February Festival annually! BACKGROUND DISCUSSION 39 BUDGET RECOMMENDATION ATTACHMENTS February Festival 2023 40 THE CITY OF CHANHASSEN'S 30TH ANNUAL FebFest Saturday, Feb. 4 12:00 - 3:00 p.m. Lake Ann Park Ice Fishing contest 1:00 -3:00 p.m. Lake Ann Q*ER�E� ceF�Sh��Jc° e top 601 a `eort'�p comet. Rotary Club of Chanhassen February Festival would not be a success without the help and support from our community sponsors. Aspecial thankyou to the Rotary Club of Chanhassen for drilling the holes and providing concessions for our FebFest Fishing Contest. 0 30th Annual FebFestm Feb.4th 1. ONLINE at chanhassenMN.govlfebfest 2. AT THE EVENT starting at 10:30 a.m. One ticket per fishing hole with a limit of two tickets for each person fishing. Prizes awarded to the 50 largest fish by weight of any legal species. Pursuant to DNR regulations, largemouth bass of any length and northern pike between 24"-36" in length are NOT eligible for the contest. If caught, these fish must be released immediately. No fish house sheds or enclosures allowed, full contest rules online. For a complete list of FebFest Rules & Regulations, visit chanhassenMN.gov/febfest 1. Vexilar FLX-20 Pro Pack II Fishing System/ Automotive Unlimited 2. Strikemaster Lithium 24V Ice Auger (used to drill contest holes) 3. Kenai Pro Thermal Fish House 4. DeWALT 20V 4-Tool Combo Kit/Merlin's Ace Hardware 5. $250 Gift Certificate/The Mustard Seed Landscaping & Garden Center 6. Craftsman 308-Pc. Mechanic's Tool Set/Merlin's Ace Hardware 7. $100 Gift CertificatelLunds & Byerlys Chanhassen 8. Mr. Heater Big Buddy 9. Craftsman 1/2" Hammer Drill Kit/Merlin's Ace Hardware 10. Dinner & Show for 2/Chanhassen Dinner Theatres 11. Clam Trophy Thermal Tip -Up & Dinner for 4/ Chick-fil-A Chanhassen 12. $50 Gift Certificate/Automotive Unlimited 13. DeWALT Laser Measurer & Chan Parks Hoodie/ Merlin's Ace Hardware 14. 10 Hours Lake Ann Watercraft Rental 15. Craftsman 63-Pc. Mechanic's Tool Set/Merlin's Ace Hardware 16. $50 Gift CertificatelPizzaioli 17. Apollo Household Tool Kit/Merlin's Ace Hardware 18. 13 Fishing Tickle Stick 19. Dinner for 10/Chick-fil-A Chanhassen 20. $50 Gift Certificate/ Lund s & Byerlys Chanhassen 21. UV Selfclean Water Bottle & Chan Parks Teel Merlin's Ace Hardware 22. $100 Gift Certificate/The Mustard Seed Landscaping & Garden Center 23. $20 Gift Certificate & Chan Parks Hoodie/Cabin Fever Sporting Goods 24. Vexilar Glo-Ring 25. $50 Gift Certificate/Automotive Unlimited , 26. Yeti Camino Carryall/Premier Pool & Spa 27. Clam 360 Fish House 28. $50 Gift Certificate/Lunds & Byerlys Chanhassen 29. iFish Pro 30. Craftsman 20-Pc. Mechanic's Tool Set/Merlin's Ace Hardware 31. FebFest Hoodie & $25 Gift Certificate/Leeann Chin 32. 5 Hours Lake Ann Watercraft Rental 33. Clam Trophy Thermal Tip -Up & Dinner for 41 Chick-fil-A Chanhassen 34. $50 Gift Certificate/Houlihan's Restaurant & Bar 35. FebFest Crew & $25 Gift CertificatelLunds & Byerlys Chanhassen 36. Craftsman 14-Pc. Screwdriver Set/Merlin's Ace Hardware 37. FebFest Hoodie & $25 Gift Certificate/Pizzaioli 38. DeWALT 1/4" Impact Driver Kit/Merlin's Ace Hardware 39. FebFest Hoodie & $25 Gift Certificate/ The Mustard Seed Landscaping & Garden Center 40. $50 Gift CertificatelLunds & Byerlys Chanhassen 41. FebFest Crew & $25 Gift Certificate/ Houlihan's Restaurant & Bar 42. Trophy Angler 8-Rod Ice Bag 43. FebFest Hoodie & $25 Gift CertificatelLunds & Byerlys Chanhassen 44. $50 Gift Certificate/The Mustard Seed Landscaping & Garden Center 45. Ace 6-Pc. Screwdriver Set/Merlin's Ace Hardware 46. $50 Gift CertificatelPizzaioli 47. Hi -Tech Fishing Tackle Tote 48. Dinner & Show for 21Chanhassen Dinner Theatres 49. $250 Gift Certificate/The Mustard Seed Landscaping & Garden Center 50. Strikemaster Lithium 24V Ice Auger (used to drill contest holes) 41 FAT t�� Vr■ -- PROVIDED BV MICHAELS CVCLES PROV r LAM VEXILAR &C _00126 Arm FeNest Saturday FebAth 12PM-3PM LAKE ANN Ice Fishing Contest 1-3PM Medallion Hunt Sponsored by Nicolet NATIONAL BANK $500 Prize Package Begins Monday, January 30 Find clues and contest rules online at chanhassenMN.gov/medallion Events schedule 10:30 a.m. -1:00 p.m. Door Prize Tickets FREE! Over $3,000 in prizes! Drawings begin at 1 p.m. MUST BE PRESENT TO WIN. 12:00 -3:00 p.m. Snowshoeing FREE! Provided by Riley Purgatory Bluff Creek Watershed District Ice Fishing & Product Demos FREE! Prodded by Pewlarand Clara Horse-drawn Wagon Rides FREE! Fat -Tire Bike Demos FREE! Provided by Michaels Cycles Open Ice Skating FREE! Bringyourown skatesandskate the loop at Lake Ann S'mores Cookout Simres kits for sale Sponsored by the boys andgirls of scout Troop #330 Concession/Beer Sales Sponsored by the Rotary Club of Chanhassen LIVe Bait for Sale Sponsored by the boys andglrls of Scout Troop #330 1:00 -3:00 p.m. Ice Fishing Contest $10 per ticket, two tickets per person maximum one ticket to a hole. Prizes awarded to the top 50 fish by weight. - !Jsp WE ;!--A . .1 __ PURGATORY f PURGATORY wnnnsx o sEn c E SHD SNO� LUFF CREEK URGA�OR' TRIC1 FROM RIWNIERSHED D - puvR 1—f0� st .__- MUNITV EVENT SPONSOR PROVIDED BV COM �1r �► S ..- - -E Bpi, BOIS AND GIRLS FOR SOF SCOU, TROOP #330 %OW._— R Sp`c� g OF R CHANHASSEN OTARV CLU FROM THE City Council Item January 23, 2023 Item Approve City Council Minutes dated January 9, 2023 File No. Item No: E.1 Agenda Section CONSENT AGENDA Prepared By Kim Meuwissen, City Clerk Reviewed By SUGGESTED ACTION "The Chanhassen City Council approves the City Council minutes dated January 9, 2023." Motion Type Simple Majority Vote of members present Strategic N/A Priority SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS City Council Work Session Minutes dated January 9, 2023 43 City Council Regular Meeting Minutes dated January 9, 2023 44 CHANHASSEN CITY COUNCIL WORK SESSION MINUTES JANUARY 9, 2023 COUNCIL MEMBERS PRESENT: Mayor Ryan, Councilman McDonald, Councilwoman Schubert, and Councilman von Oven. COUNCIL MEMBERS ABSENT: None. STAFF PRESENT: Laurie Hokkanen, City Manager; Matt Unmacht, Assistant City Manager; Charlie Howley, City Engineer/Public Works Director; Kelly Grinnell, Finance Director; Jerry Ruegemer, Park & Recreation Director; Rick Rice, IT Manager; Ari Lyksett, Communications Manager; and Kim Meuwissen, City Clerk. PUBLIC PRESENT: Jessica Cook, Ehlers Public Finance Advisors Kyle Sawyer, Ehlers Public Finance Advisors Bill Maloney, 7211 Frontier Trail Mayor Ryan called the Work Session to order at 5:30 p.m. UTILITY RATE STUDY PRESENTATION Public Works Director/City Engineer Charlie Howley introduced Jessica Cook and Kyle Sawyer from Ehlers Public Finance Advisors. Ms. Cook has worked with the city for the past 20 years conducting the rate study annually and the city has followed recommendations which kept the city in a really good financial position. This year there have been some changes as a result of the city desiring to accomplish more road projects, which also includes more utilities. Ms. Cook shared a PowerPoint presentation and stated that the purpose of utility rate study is to fund road projects, ensure utilities are self-sufficient, model Avienda development, and estimate bill impacts. She reviewed the 2020 rate study recommendations and outlined what has changed since then. The Capital Improvement Plan has increased mostly due to road projects, and staff costs have been studied and reallocated from the general fund to utilities according to time spent, with the biggest impact being to the Storm Water Fund. Growth assumptions were updated and two growth scenarios were analyzed, with and without SAC units in the Avienda development. Ms. Cook shared a slide showing the impact of growth assumptions to hook-up fees and user revenues. Growth generates hook-up fees to pay for expanding infrastructure and water treatment plant debt service, and more user revenues are generated with new customers. Higher revenues from growth lessens rate increases and also impacts debt needed to finance capital projects. Other key assumptions included a 6% annual increase in Metropolitan Council Environmental Services (MCES) charges, a personnel cost increase of 5% annually, and an increase to non -personal operating costs of 3% annually. This analysis did not review the current water rate structure, just inflationary increases only as the current rate structure is consistent with industry standards. Ms. Cook shared Ehlers' rate recommendations for the water, sanitary sewer, and storm water utility rate increases and provided graphs showing projected year end cash balances for each. Sample residential and commercial utility bills were also presented showing what charges would be with and without the Avienda development. Proposed 2023 hook-up fees were presented as well as future annual increases of 3.5% for water and sewer. A community comparison was also shared for hook-up fees. 45 City Council Work Session Minutes — January 9, 2023 Following her presentation, Ms. Cook outlined the following next steps: • Obtain council feedback on the proposed rates. • Adopt the proposed 2023 rate increases. • Refine the rate study based upon council direction and schedule a future meeting to review rates for 2024 and beyond. Council asked questions and discussed the results of the utility rate study. City Manager Laurie Hokkanen mentioned that adoption of an ordinance establishing the 2023 city fee schedule is currently scheduled on the January 23, 2023 city council agenda. The council requested staff present comparisons of different cost options to the utility rate study for council to review at the January 23 city council work session prior to adopting the 2023 fee schedule ordinance. DISCUSS LEGISLATIVE REOUESTS AND PROCESS City Manager Laurie Hokkanen stated that the city has hired Lockridge, Grindal, Nauen to represent Chanhassen at the legislature on the following legislative priorities: Local Option Sales Tax (LOST) to fund a public -private partnership for a recreational facility at Avienda. The next steps include: o Adopt a resolution on January 23, 2023 o Developer Mark Nordland to attend the January 23 work session to discuss the Avienda project o Consider adopting LOST resolution on January 23 o F1ashVote survey on desired amenities Seek sales tax exemption on construction materials for the civic campus project. The League of Minnesota Cities is currently seeking a local government sales tax exemption for construction materials and are optimistic for approval this year. Bonding bill request for possible state capital contribution to the Avienda recreational facility. Ms. Hokkanen provided a list of 21 cities that had sales tax ballot questions in 2022. Voters approved 18 of the 21 projects. DISCUSS CITY COUNCIL VACANCY Mayor Ryan explained the selection process to fill the current city council vacancy created by former Councilmember Lucy Rehm being elected to the house of representatives. A total of 11 applications were received. Mayor Ryan polled the council on their top candidates. Council selected the following candidates to be interviewed at a special city council meeting on January 18 starting at 6:00 p.m. in the Fountain Conference room: • Mark Randall • Josh Kimber • Luke Bame • Kelsey Alto Ms. Hokkanen stated she would contact the applicants selected to be interviewed and schedule the 30- minute interviews on January 18. She will also contact the remaining applicants. Interview questions 46 City Council Work Session Minutes — January 9, 2023 will be provided for council review prior to January 18. Appointment will occur at the January 23 city council meeting. FUTURE WORK SESSION SCHEDULE Date Item January 23 • Avienda Recreational Facility Discussion • Civic Campus Update • Utility Rate Study Discussion February 13 • February 27 • Commission Interviews March 13 • Commission Interviews March 20 • The work session adjourned at 7:35 p.m. Submitted by Laurie Hokkanen City Manager Prepared by Kim Meuwissen City Clerk E,VA CHANHASSEN CITY COUNCIL REGULAR MEETING MINUTES JANUARY 9, 2023 Mayor Ryan called the meeting to order at 7:00 p.m. The meeting was opened with the Pledge of Allegiance. COUNCIL MEMBERS PRESENT: Mayor Ryan, Councilman McDonald, Councilwoman Schubert, and Councilman Mark von Oven. COUNCIL MEMBERS ABSENT: None. STAFF PRESENT: Laurie Hokkanen, City Manager; Matt Unmacht, Assistant City Manager; Charlie Howley, City Engineer/Public Works Director; Jerry Ruegemer, Park & Recreation Director; Ari Lyksett, Communications Manager; Andrea McDowell Poehler, City Attorney; and Kim Meuwissen, City Clerk. PUBLIC PRESENT: Family members of Councilmembers McDonald and von Oven, and Mayor Ryan were present for their Oaths of Office. Mayor Ryan asked the City Council if there were any modifications or additions to the agenda. There were no changes to the published agenda. OATHS OF OFFICE: 1. Administer Oaths of Office City Attorney Andrea McDowell Poehler administered the Oaths of Office to Mayor Elise Ryan, Councilmember Jerry McDonald, and Councilmember Mark von Oven. Councilmember McDonald thanked residents for his re-election, he will do his best to represent all citizens of the city. Anytime someone wants to talk with him, he encouraged them to reach out. Councilmember von Oven thanked those who encouraged him to get involved in working with the city, those who elected him, and his wife and children. Mayor Ryan thanked the residents, her family, fellow Councilmembers, and city staff. She shared about her guiding principles or "five C's" as Mayor of the city: Community, Communication, Collaboration, Commitment to Excellence, and Chanhassen. Mayor Ryan spoke about the various ways the city has grown and evolved in each category in recent years noting she looks forward to the future with pride and optimism. She shared about future changes in the city including the Avienda development and a downtown civic campus, noting serving the residents will always come first. Mayor Ryan thanked the residents for allowing her another four years to serve. 48 City Council Minutes — January 9, 2023 PUBLIC ANNOUNCEMENTS: 1. Commission Vacancies Mayor Ryan noted the city has 13 vacancies: 2 on Economic Development Commission, • 2 on Planning Commission, • 3 on Park and Recreation Commission, • 2 on Environmental Commission, 4 on the Commission on Aging. Applications for vacancies are available on the city website and the deadline to apply is noon on Friday, January 27, 2023. Mayor Ryan thanked the City's Public Works team for their hard work with the recent snowy days. The city appreciates their long hours and hard work to keep streets clear. She noted today is also National Law Enforcement Day and the Mayor thanked law enforcement officers across the city, state, and country for their service. CONSENT AGENDA: Councilman McDonald moved, Councilwoman Schubert seconded that the City Council approve the following consent agenda items pursuant to the City Manager's recommendations: 1. Approve City Council Minutes dated December 12, 2022 2. Receive Park & Recreation Commission Minutes dated November 22, 2022 3. Receive Commission on Aging Minutes dated November 18, 2022 4. Receive Environmental Commission Minutes dated November 9, 2022 5. Receive Planning Commission Minutes dated November 1, 2022 6. Receive Economic Development Commission Minutes dated October 11, 2022 7. Approve Claims Paid January 9, 2023 8. Appoint Acting Mayor 9. Designate Official Newspaper 10. Adopt 2023 Legislative Priorities 11. Appointments to the SouthWest Transit Commission 12. Appointments to the Fire Relief Association Board of Trustees 13. Item Deleted 14. Resolution 2023-01: Authorization of Electronic Transfer of Funds 49 City Council Minutes — January 9, 2023 15. Resolution 2023-02: Approve a Delegated Contract Process Agreement with MnDOT 16. Resolution 2023-03: Appoint the Water Resources Engineer to serve on the Wetland Technical Evaluation Panel (TEP) and to serve as the City's Wetland Conservation Act (WCA) Agent 17. Resolution 2023-04: Approve Contract for 2023 City Tree Contractor with Shadywood Tree Experts 18. Resolution 2023-05: Designating Official Authorized to Declare Official Intent Under Reimbursement Bond Regulations 19. Resolution 2023-06: Declaring Official Depositories for City Funds 20. Approve Professional Services Agreement with HKGI for Design and Permitting of the Lake Ann Park Preserve All voted in favor and the motion carried unanimously with a vote of 4 to 0. VISITOR PRESENTATIONS. None. PUBLIC HEARINGS. None. GENERAL BUSINESS. None. COUNCIL PRESENTATIONS. None. ADMINISTRATIVE PRESENTATIONS. None. CORRESPONDENCE DISCUSSION. 1. 2022 Building Permit Activity Councilwoman Schubert moved, Councilman McDonald seconded to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 4 to 0. The City Council meeting was adjourned at 7:24 p.m. Submitted by Laurie Hokkanen City Manager Prepared by Kim Meuwissen City Clerk 50 City Council Item January 23, 2023 Item Approve City Council Special Meeting Minutes dated January 18, 2023 File No. Item No: E.2 Agenda Section CONSENT AGENDA Prepared By Kim Meuwissen, City Clerk Reviewed By SUGGESTED ACTION "The Chanhassen City Council approves the City Council Special Meeting minutes dated January 18, 2023." Motion Type I Simple Majority Vote of members present Strategic N/A Priority SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 51 City Council Special Meeting Minutes dated January 18, 2023 52 CHANHASSEN CITY COUNCIL SPECIAL MEETING MINUTES JANUARY 18, 2023 COUNCIL MEMBERS PRESENT: Mayor Ryan, Councilman McDonald, Councilwoman Schubert, and Councilman von Oven. COUNCIL MEMBERS ABSENT: None. STAFF PRESENT: Laurie Hokkanen, City Manager. PUBLIC PRESENT: Josh Kimber, 7050 Lucy Ridge Lane Luke Bame, 294 Shoreview Court Kelsey Alto, 750 Preakness Lane Chris Alto, 750 Preakness Lane Becky Varone, 661 Bighorn Drive Mayor Ryan called the Special Meeting to order at 6:00 p.m. CITY COUNCIL INTERVIEWS The City Council interviewed Josh Kimber from 5:56 p.m. to 6:18 p.m., Luke Bame from 6:25 p.m. to 6:55 p.m., and Kelsey Alto from 6:58 p.m. to 7:19 p.m. Each candidate was asked the following questions: • Please share an opening statement of five minutes or so that recaps your application and expresses your interest in the position • City Councilmembers sometimes take positions that their friends and neighbors disagree with. How have you prepared yourself for this aspect of the role? • If you were to launch a public election campaign tomorrow for this office, what would be your #1 platform pillar? Did you consider running for City Council in this last election? Why or why not? • Through our Strategic Plan, the City Council is dedicated to investing in the community, its infrastructure and amenities in a fiscally responsible manner. How would you balance these two goals? • Why should we appoint YOU to the Chanhassen City Council? The City Council discussed candidates, including Mark Randall who was interviewed by Mayor Elise Ryan and Councilmember Haley Schubert virtually on Monday, January 16, with the recording shared with Councilmember McDonald and Councilmember von Oven prior to the meeting. The City Council discussed candidates for about forty minutes. Councilwoman Schubert moved, Councilman von Oven seconded to appoint Josh Kimber to the City Council vacancy for a term to expire on December 31, 2024. All voted in favor and the motion carried unanimously with a vote of 4 to 0. 53 City Council Special Meeting Minutes — January 18, 2023 ADJOURNMENT Councilwoman Schubert moved, Councilman McDonald seconded to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 4 to 0. The Special City Council meeting was adjourned at 8:02 p.m. Submitted by Laurie Hokkanen City Manager Prepared by Kim Meuwissen City Clerk 2 54 City Council Item January 23, 2023 Item Receive Environmental Commission Minutes dated December 14, 2022 File No. Item No: E.3 Agenda Section CONSENT AGENDA Prepared By Jenny Potter, Sr. Admin Support Specialist Reviewed By SUGGESTED ACTION "The Chanhassen City Council receives the Environmental Commission Minutes dated December 14, 2022." Motion Type I Simple Majority Vote of members present Strategic N/A Priority SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 61.1 Environmental Commission Minutes dated December 14, 2022 56 Chanhassen Environmental Commission (EC) Chanhassen City Hall, Fountain Conference Room 6:00 pm December 14, 2022 Members Present: Kristin Fulkerson, Leslie Elhadi, Scot Lacek, Julia Adams, Markus Fischer, and Scott Grefe, Greg Hawks, Kaisa Buckholz Members Absent: Staff Present: Jill Sinclair, Environmental Resources Specialist Visitors: none Minutes: November minutes were approved. Finalize 2023 Media Calendar: The commission reviewed the calendar for 2023 and no changes were made. Jill made note that some commissioners are assigned topics after their terms expire, but commissioners said they would submit the posts prior to their terms ending. The approved calendar is as follows. JAN: natural FEB: MAR: Home APR: MAY: JUN: home cleaning, Appliances, energy Laundry, Energy Composting, Kristin Scott efficiency, Leslie efficient Markus Greg gardens, Scot JULY: AUG: SEPT: OCT: NOV: Food DEC: Gift Sustainable Alternative Clothing, Home/Holiday waste, Leslie giving ideas, travel/staycations, energy Julia waste, Kaisa Kristin Kaisa sources, Markus Spring/Summer Connection Article: Julie offered to write the article focused on a sustainability topic. The article is due to Jill by 1/3/23. Winter Environmental Trivia Event: Kristin asked the commission to decide on the 5 categories for the event. After a discussion the commission settled on Sustainable Home, Sustainable Travel, Alternative Energy, Carver County Environmental Center and Chan -Happening as well as a Tiebreaker category. The following commissioners agreed to write 5 trivia question for the categories as listed: Leslie, Kaisa, Scot, Jill, and Kristin. Questions are due to Kristin by 1/9/23. Updates will be made to the scoring and answer sheets. Prizes Chanhassen Environmental Academy: Jill updated the commission that the site visits have been confirmed with the staff at the site. The order of the presentations was changed to: 1 57 Aug.17 — Forestry workshop on current diseases and pests of trees Sept. 21 — tour of Carver County Environmental Center Oct. 19 — tour of West Water Treatment Plant Finalize 2023 Work Plan: The commission did a final review of the work plan, making some changes, additions and deletions. The commission approved the final plan. Commissioner Updates: Greg didn't attend the last watershed meeting. Julia reported that the Chanhassen HS Environmental Club met today. They made ornaments from recycling materials. There were about 15 students attending. Idea for future: Partner with Buy Chanhassen to promote events like Trivia Night. Meeting adjourned at 7:35p Minutes prepared by Jill Sinclair 2 58 City Council Item January 23, 2023 Item Receive Economic Development Commission Minutes dated December 14, 2022 File No. Item No: EA Agenda Section CONSENT AGENDA Prepared By Amy Weidman, Admin Support Specialist Reviewed By SUGGESTED ACTION "The Chanhassen City Council receives the Economic Development Commission minutes dated December 14, 2022." Motion Type N/A Strategic N/A Priority SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION 59 ATTACHMENTS Economic Development Commission minutes dated December 14, 2022 60 CHANHASSEN ECONOMIC DEVELOPMENT COMMISSION REGULAR MEETING DECEMBER 14, 2022 Acting Chair Duke Zurek called the meeting to order at 5:34 p.m. MEMBERS PRESENT: Commissioners Duke Zurek, Chris Freeman, and Stacy Goff. MEMBERS ABSENT: Chair Eric Anderson. STAFF PRESENT: Samantha DiMaggio, Economic Development Manager; MacKenzie Young -Walters, Associate City Planner; Bob Generous, Senior Planner. PUBLIC PRESENT: None. Member Goff moved; Member Freeman seconded to approve the agenda. All voted in favor and the motion carried unanimously with a vote of 3 to 0. APPROVAL OF MINUTES: APPROVE ECONOMIC DEVELOPMENT COMMISSION MINUTES DATED OCTOBER 11, 2022 Member Freeman moved, Member Goff seconded to approve the Minutes of the Economic Development Commission meeting dated October 11, 2022, as presented. All voted in favor and the motion carried unanimously with a vote of 3 to 0. DISCUSSION/GENERAL BUSINESS ITEMS: 1. DISCUSS PROPOSED SIGN CODE UPDATE Associate City Planner Young -Walters gave history noting the Code was updated in the mid- 1990s. Since that time there have been changes in businesses and business climate with retailers as well as a Supreme Court case which guided municipalities' ability to regulate signage. High- level changes include making the Code comply with the court decision, standardizing treatment of temporary signage, and reevaluating some historic problems. He shared examples on screen of residential and business signage. The Commissioners discussed the reasons and issues for a sign ordinance with Mr. Young - Walters including safety, aesthetics, standards, cohesion, and ability of businesses to advertise and be successful. They then discussed the history of the Supreme Court case, signage that may be considered offensive, sign setbacks, and feather signs. 61 Economic Development Commission — December 14, 2022 Mr. Young -Walters showed examples of signage on screen and walked the Commission through current business signage. The Commissioners discussed making sure businesses receive adequate signage allowances for advertising, regulation, flat signs versus the City's %2 inch standard, and non -conforming signs within the City. Mr. Young -Walters spoke about the 30% logo rule giving examples of U.S. Bank, Lund's, and Chanhassen Brewing, the careful math required to hit the 30% requirement, and asked what the City is gaining by enforcing a strict 30%. He would like to loosen that standard a bit and noted the Planning Commission liked the idea of 50%. The Commissioners agreed with the 50% and with the 1/2 inch raised letter standard. They also agreed with the proposed panel and awning sign standards. The Commissioners discussed painted signs, artwork versus logos, upkeep, and regulating maintenance on awnings or painted signs. Mr. Young -Walters shared about requiring permits for signage to be able to monitor so it meets Code. Staff is not looking to be punitive but wants to make sure signage is where it is supposed to be. 2. BUSINESS RETENTION AND EXPANSION (BR&E) PROGRAM IMPLEMENTATION Economic Development Manager DiMaggio shared this is an easy and low-cost program with the goal of getting to know businesses within the city and whether there are things the City can help with. She has a list of Chanhassen businesses and highlighted manufacturers, then sent a letter introducing herself and talking about the program. She noted it will be confidential and she can share about a business without giving the name of the business. Ms. DiMaggio stated the hope is that she will receive a survey from the businesses, she will visit the business, then put that information into the new Customer Relationship Management (CRM). She shared about succession planning training, the knowledge that will come from knowing more about businesses within the City and being able to bring that information to the City Council to help businesses in areas where other funds or aid may be missing. Another benefit of the program is building relationships with the businesses and helping businesses understand what programs may be available for them. The Commissioners discussed digitizing the survey, getting contact information and email addresses for business owners, and the importance of building the CRM. 2 62 Economic Development Commission — December 14, 2022 NEW BUSINESS: None. ADMINISTRATIVE PRESENTATION: None. CORRESPONDENCE DISCUSSION: None. ADJOURNMENT: Member Freeman moved; Member Goff seconded to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 3 to 0. The Economic Development Commission meeting was adjourned the meeting at 7:12 p.m. Submitted by Samantha DiMaggio Economic Development Manager Prepared by Amy Weidman Administrative Support Specialist 63 City Council Item January 23, 2023 Item Receive Planning Commission Minutes dated December 6, 2022 File No. Item No: E.5 Agenda Section CONSENT AGENDA Prepared By Jenny Potter, Sr. Admin Support Specialist Reviewed By SUGGESTED ACTION "The Chanhassen City Council Receives the Planning Commission Minutes dated December 6, 2022." Motion Type I Simple Majority Vote of members present Strategic Operational Excellence Priority SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 64 Planning Commission Minutes dated December 6, 2022 65 CHANHASSEN PLANNING COMMISSION REGULAR MEETING MINUTES DECEMBER 6, 2022 CALL TO ORDER: Chairman von Oven called the meeting to order at 7:00 p.m. MEMBERS PRESENT: Eric Noyes, Mark von Oven, Erik Johnson, Perry Schwartz, Ryan Soller, Edward Goff, and Kelsey Alto. MEMBERS ABSENT: None. STAFF PRESENT: Kate Aanenson, Community Development Director; MacKenzie Young - Walters, Associate Planner; Joe Seidl, Water Resources Engineer. PUBLIC PRESENT: None. PUBLIC HEARINGS 1. ANNUAL PUBLIC HEARING FOR THE CITY'S MS4 PERMIT AND SWPPP Water Resources Engineer Seidl gave a presentation on the item, noting a requirement from the MS4 permit is to provide a minimum of one opportunity per year for the public to provide input on adequacy of the SWPPP (Stormwater Pollution Prevention Plan). He explained the collecting and conveying of stormwater through the MS4 with the goal to reduce the amount of sediment and other pollutants entering state waters from stormwater systems. Mr. Seidl gave an example of waste load allocations regarding sediment and shared about the six MCM's (Minimum Control Measures) and the city's plans and purposes under each category. The six categories include Public Education and Outreach, Public Participation and Involvement, Illicit Discharge Detection and Elimination, Construction Site Stormwater Control, Post Construction Stormwater Management, and Pollution Prevention/Good Housekeeping. Mr. Seidl noted the city is working to increase communication including the website and creating digestible content and will be engaging an engineering firm to do an audit of Chanhassen's MS4 program. He hopes the city will move within the next year from a "C student" to a `B student" regarding the program. The Commissioners discussed communication and notification to the public regarding the MS4 and the adopt -a -drain program. Commissioner Schwartz shared about his homeowners' association which thought they owned a stormwater pond and hired an outside company to discharge chemicals and hook up bubblers into the pond. They then realized that City Code prohibits this action. He noted any communication, especially to HOAs, will be beneficial in case others are doing the same thing. 66 Planning Commission Minutes — December 6, 2022 Commissioner Alto asked about grant programs the city could leverage for rain gardens and similar programs. Mr. Seidl shared the Watershed Districts have programs that cost match. Mr. Young -Walters spoke about Master Water Stewards which also has cost match programs. The Commissioners discussed ways to increase communication regarding stormwater and the MS4 including Facebook, mailings or stuffers included with a water bill, and QR Codes for more information. Chairman von Oven opened the public hearing. There were no public comments Chairman von Oven closed the public hearing. GENERAL BUSINESS 2. DISCUSS PROPOSED SIGN CODE UPDATE Associate Planner Young -Walters gave a presentation noting staff is looking for feedback and this item will go before the Economic Development Commission (EDC) in December. After the City Council has looked it over and local businesses have given feedback, he believes the Sign Code re -write would come back for a formal public hearing. The city's current Sign Code was first established in 1995; since then, the business climate has changed and there has been a major court case. In 2015, the Supreme Court (Reed v. Gilbert) had a ruling that significantly altered how cities can regulate signage. The City Council asked staff to begin digging into the Sign Code which is why they are discussing it tonight. Mr. Young -Walters shared high level changes including temporary signage, accommodating trends in signage, evaluating historically problematic requirements (logo ratio, dimensioned letters, and one sign per frontage), improving readability by standardizing formatting and language, and eliminating unnecessary levels of review. Mr. Young -Walters spoke about types of signage within the city and shared photo examples on screen. The Commissioners discussed informational and residential signage including a cumulative maximum size standard in the 12-16 square foot range, setbacks, political signage, lighted signs, and exemptions for holiday decorations. Mr. Young -Walters shared about business signage and showed photo examples including multiple signs on one wall of a business. The Commissioners discussed multiple signs on one wall and regulating by capping the total wall area percentage that can be covered.. Mr. Young -Walters shared about logo -to -letter ratio, noting many companies have corporate branding standards that prescribe what they want the ratio sizes to see. Chanhassen's current standard has a 30% ratio and he shared examples on screen of non -conformities, signs that met the ratio, and signs such as which were unable to meet the standard. He asked if 30% is over - prescriptive and noted he has proposed raising it to 50% to allow flexibility. Mr. Young -Walters 2 67 Planning Commission Minutes — December 6, 2022 noted the city also has a one-half inch dimensioned letter requirement, which requires that letters must pop -out one-half inch to avoid flat signage and contrasted those signs against other flat signage in the area. He noted that he added language to the Code regarding projecting signs and awning signs. The Commissioners discussed the need for careful verbiage regarding flat signs, a percentage for overhang or awning signage, and upkeep standards for any type of business signs. They supported retaining the'/2" standard and applying it to projecting signage as well. Mr. Young -Walters showed examples of development, pick-up, and directional signage within the city, and spoke about introducing permit and standardizing these types of signs. The Commissioners discussed safety requirements, footings for signs, permits, and sight lines within parking lot areas and roadways. The Commission supported requiring permits for these signs. Mr. Young -Walters spoke about level of decision -making and asked if the Planning Commission should be able to approve sign variances. The Commissioners discussed variances, guidance from staff regarding signage if they did start seeing sign variances, feather signs and height limits, and inflatable signs. They expressed a preference to have deviations from the sign code appear before the Planning Commission, and a general opposition to permitting feather signs. Mr. Young -Walters will type the Planning Commission's comments for the EDC agenda packet; he stated the EDC will see the same presentation and discuss the content. APPROVAL OF MINUTES APPROVAL OF PLANNING COMMISSION MINUTES DATED NOVEMBER 1, 2022 Commissioner Alto noted the summary Minutes of the Planning Commission meeting dated November 1, 2022 as presented. COMMISSION PRESENTATIONS ADMINISTRATIVE PRESENTATIONS CORRESPONDENCE DISCUSSION 2022 HOUSING POLICY AND PRODUCTION SURVEY REPORT OPEN DISCUSSION 1. City Council Action Update 68 Planning Commission Minutes — December 6, 2022 Community Development Director Aanenson gave an update noting the Avienda Townhome final plat was approved, Fox Hill received three lots, and the variance extension was approved (on a case -by -case basis). ADJOURNMENT: Commissioner Soller moved to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 7 to 0. The Planning Commission meeting was adjourned at 9:03 p.m. Submitted by Kate Aanenson Community Development Director .19 69 City Council Item January 23, 2023 Item Approve Claims Paid January 23, 2023 File No. Item No: E.6 Agenda Section CONSENT AGENDA Prepared By Danielle Washburn, Assistant Finance Director Reviewed By Kelly Grinnell SUGGESTED ACTION "The Chanhassen City Council Approves Claims Paid dated January 23, 2023." Motion Type Simple Majority Vote of members present Strategic Financial Sustainability Priority SUMMARY BACKGROUND DISCUSSION The following claims are submitted for review and approval on January 23, 2023: Check Numbers Amounts 179030 - 179089 $439,437.02 ACH Payments $537,368.86 Total All Claims $976,805.88 70 BUDGET RECOMMENDATION ATTACHMENTS Check Summary Check Summary ACH Check Detail Check Detail ACH 71 Accounts Payable Checks by Date - Summary by Check Number User: dwashburn Printed: 1/17/2023 2:39 PM Check No Vendor No Vendor Name Check Date Void Checks Check Amount 179030 CABFEV CABIN FEVER SPORTING GOODS O1/05/2023 0.00 1,919.00 179031 EmbMinn CENTURYLINK O1/05/2023 0.00 1,823.23 179032 C1eSol Cleaning Solutions Services 01/05/2023 0.00 7,620.00 179033 CustFir Customized Fire Rescue Training Inc 01/05/2023 0.00 6,900.00 179034 CUTABO CUT ABOVE INC O1/05/2023 0.00 900.00 179035 DatPrac Data Practices Office 01/05/2023 0.00 125.00 179036 DELTOO DELEGARD TOOL COMPANY O1/05/2023 0.00 3,450.18 179037 EdgTit Edgewater Title Group 01/05/2023 0.00 20.49 179038 GOGYMN Go Gymnastics 01/05/2023 0.00 1,452.00 179039 IndSig Indigo Signs 01/05/2023 0.00 95.00 179040 LawPro Lawson Products, Inc. 01/05/2023 0.00 221.13 179041 LEAINS LEAGUE OF MN CITIES INS TRUST O1/05/2023 0.00 52,716.00 179042 MCKMED McKesson Medical -Surgical Inc 01/05/2023 0.00 344.52 179043 MEFIRE METRO CHIEF FIRE OFFICERS ASSN O1/05/2023 0.00 100.00 179044 MinuPre Minuteman Press 01/05/2023 0.00 29.00 179045 MSFCA MN STATE FIRE CHIEFS ASSOC. 01/05/2023 0.00 280.00 179046 MorSara Sara Morlock 01/05/2023 0.00 100.00 179047 PinPes Pinnacle Pest Control 01/05/2023 0.00 1,125.00 179048 PulEle Pulse Electric 01/05/2023 0.00 1,461.00 179049 RobHal Robert Half International, Inc. 01/05/2023 0.00 192.38 179050 schcom Schwickert Company 01/05/2023 0.00 3,580.00 179051 SEH SEH O1/05/2023 0.00 7,212.38 179052 SHATRE Shadywood Tree Experts and Landscaping 01/05/2023 0.00 5,355.00 179053 SnoKre Snow Kreilich Architects 01/05/2023 0.00 6,300.00 179054 VERIZO VERIZON WIRELESS O1/05/2023 0.00 250.20 179055 WESENG WESTECH ENGINEERING INC O1/05/2023 0.00 2,091.46 179056 4pawsAn 4 Paws Animal Control 01/05/2023 0.00 175.00 179057 ARAMAR ARAMARK Refreshment Services, LLC O1/05/2023 0.00 63.87 179058 ArmRob Roberta Armstrong 01/05/2023 0.00 80.21 179059 ASPEQU Aspen Equipment 01/05/2023 0.00 310.32 179060 BCATRA BCA O1/05/2023 0.00 33.25 179061 BOUMED BOUND TREE MEDICAL LLC O1/05/2023 0.00 199.08 179062 Nyha Ascensus 01/12/2023 0.00 1,450.00 179063 BecAre Becker Arena Products Inc 01/12/2023 0.00 12,064.60 179064 BranRyan Ryan Brant 01/12/2023 0.00 47.99 179065 BurTitl Burnet Title 01/12/2023 0.00 55.23 179066 CENENE CENTERPOINT ENERGY MINNEGAS0 01/12/2023 0.00 15,578.38 179067 CenLin CenturyLink 01/12/2023 0.00 64.00 179068 CUBFOO CUB FOODS O1/12/2023 0.00 66.00 179069 GREMEA GREEN MEADOWS INC O1/12/2023 0.00 3,149.00 179070 IH3Pro Ih3 Property Minnesota LP O1/12/2023 0.00 22.61 179071 INFSEN InfoSense Inc 01/12/2023 0.00 995.00 179072 InTSof InTech Software Solutions, Inc 01/12/2023 0.00 6,680.00 179073 Loc49 IUOE Local #49 01/12/2023 0.00 700.00 179074 JonAlex Alex Jones 01/12/2023 0.00 100.00 179075 metcit Metro Cities 01/12/2023 0.00 8,350.00 179076 MetHol Metronet Holdings, LLC O1/12/2023 0.00 55.69 AP Checks by Date - Summary by Check Number (1/17/2023 2:39 PM) Page 1 41� Check No Vendor No Vendor Name Check Date Void Checks Check Amount 179077 METCO2 METROPOLITAN COUNCIL O1/12/2023 0.00 209,343.98 179078 MNNAT MN DEPT OF NATURAL RESOURCES O1/12/2023 0.00 18,512.21 179079 NCPERS MN NCPERS LIFE INSURANCE O1/12/2023 0.00 128.00 179080 MSFCA MN STATE FIRE CHIEFS ASSOC. 01/12/2023 0.00 915.00 179081 NOVSOL NOVEL SOLAR THREE, LLC O1/12/2023 0.00 5,699.92 179082 QurAla Alan & Ellen Qureshi 01/12/2023 0.00 80.12 179083 schcom Schwickert Company 01/12/2023 0.00 3,978.00 179084 SEH SEH O1/12/2023 0.00 3,621.71 179085 SAFEGU Solv - Business Solutions, Connected 01/12/2023 0.00 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Saferite Solutions 12/16/2022 0.00 484.35 ACH z-samclu Sam's Club 12/16/2022 0.00 350.08 ACH z-sche Scheels 12/16/2022 0.00 323.91 ACH z-senlan Sensible Land Use Coalition 12/16/2022 0.00 10.00 ACH z-SouMet Southwest Metro Chamber of Commerce 12/16/2022 0.00 160.00 ACH z-spring Springbrook Software 12/16/2022 0.00 900.00 ACH z-statri Star Tribune 12/16/2022 0.00 -0.42 ACH z-Sunbel Sunbelt Rentals 12/16/2022 0.00 1,312.31 ACH z-target Target 12/16/2022 0.00 904.63 ACH z-teqbut TEQUILA BUTCHER 12/16/2022 0.00 37.14 ACH z-terdep Terminal Depot 12/16/2022 0.00 70.59 ACH z-turmak TurfMaker Corp 12/16/2022 0.00 106.00 ACH z-usablu USAB1ueBook 12/16/2022 0.00 567.42 ACH z-walmar Wal-Mart 12/16/2022 0.00 81.82 ACH z-zoom Zoom 12/16/2022 0.00 85.90 ACH z-Zortoo Zoro Tools Inc 12/16/2022 0.00 117.47 ACH ALEAIR ALEX AIR APPARATUS INC 01/05/2023 0.00 342.00 ACH AFLAC American Family Life Assurance Company of Columbus 01/05/2023 0.00 39.78 ACH BarEng Barr Engineering Company 01/05/2023 0.00 2,207.00 ACH CARSWC CARVER SWCD 01/05/2023 0.00 1,402.50 ACH FASCOM FASTENAL COMPANY 01/05/2023 0.00 261.93 ACH GOPSTA GOPHER STATE ONE -CALL INC 01/05/2023 0.00 183.60 ACH INDLAN Indoor Landscapes Inc 01/05/2023 0.00 187.00 ACH InnOff Innovative Office Solutions LLC 01/05/2023 0.00 276.47 ACH KENGRA KENNEDY & GRAVEN, CHARTERED 01/05/2023 0.00 5,667.53 ACH KIMHOR KIMLEY HORN AND ASSOCIATES INC 01/05/2023 0.00 1,305.00 ACH LAKPRO LAKESIDE PROMOTIONS LLC 01/05/2023 0.00 249.00 ACH MERACE MERLINS ACE HARDWARE 01/05/2023 0.00 298.40 ACH MVEC MN VALLEY ELECTRIC COOP 01/05/2023 0.00 7,085.03 ACH MobMin Mobile Mini, Inc 01/05/2023 0.00 1,914.00 ACH NAPA NAPA AUTO & TRUCK PARTS 01/05/2023 0.00 99.60 ACH OREAUT O'Reilly Automotive Inc 01/05/2023 0.00 19.63 ACH ProTec Pro-Tec Design, Inc. 01/05/2023 0.00 491.00 Page 2 of 3 75 Check No Vendor No Vendor Name Check Date Void Checks Check Amount ACH SanCre Sand Creek EAP, LLC. 01/05/2023 0.00 3,500.00 ACH Uhlcom UHL Company Inc 01/05/2023 0.00 622.50 ACH WSB WSB & ASSOCIATES INC 01/05/2023 0.00 67,372.24 ACH XCEL XCEL ENERGY INC 01/05/2023 0.00 28,517.11 ACH BOLMEN BOLTON & MENK INC 01/12/2023 0.00 22,386.00 ACH carcou Carver County 01/12/2023 0.00 159,626.70 ACH CCPNIM CCP NI MASTER TENANT 4 LLC 01/12/2023 0.00 2,458.62 ACH C1eGov C1earGov Inc 01/12/2023 0.00 25,302.50 ACH Co1Fun Colliers Funding, LLC 01/12/2023 0.00 132,659.62 ACH DOLLIF DOLLIFF INC. INSURANCE 01/12/2023 0.00 239.00 ACH InnOff Innovative Office Solutions LLC 01/12/2023 0.00 111.74 ACH MausKerr Kerry Maus 01/12/2023 0.00 457.50 ACH LAKPRO LAKESIDE PROMOTIONS LLC 01/12/2023 0.00 58.00 ACH Marco Marco Inc 01/12/2023 0.00 1,010.00 ACH MobMin Mobile Mini, Inc 01/12/2023 0.00 957.00 ACH MUNLEG MUNICIPAL LEGISLATIVE COMMISSION 01/12/2023 0.00 6,486.75 ACH PotMN Potentia MN Solar 01/12/2023 0.00 4,667.14 ACH MINCON SUMMIT COMPANIES 01/12/2023 0.00 1,202.00 ACH SunLif Sun Life Financial 01/12/2023 0.00 2,095.91 ACH XCEL XCEL ENERGY INC 01/12/2023 0.00 6,490.32 Report Total: 537,368.86 Page 3 of 3 76 AP Check Detail -Checks User: dwashburn Printed: 1/17/2023 2:44:21 PM Last Name Acct 1 Amount Check Date Description 4 Paws Animal Control 101-1260-4300 175.00 1/5/2023 Animal Control - December, 2022 175.00 1/5/2023 4 Paws Animal Control 175.00 ARAMARK Refreshment Services, LLC 101-1170-4110 63.87 1/5/2023 Bronze Water Filter 63.87 1/5/2023 ARAMARK Refreshment Services, LLC 63.87 Armstrong Roberta 701-0000-2020 36.06 1/5/2023 Utility Refund Armstrong Roberta 700-0000-2020 27.81 1/5/2023 Utility Refund Armstrong Roberta 720-0000-2020 16.34 1/5/2023 Utility Refund 80.21 1/5/2023 Armstrong Roberta 80.21 Ascensus 101-1130-4301 1,450.00 1/12/2023 GASB 75 OPEB Report 1,450.00 1/12/2023 Ascensus 1,450.00 Aspen Equipment 101-1320-4120 310.32 1/5/2023 80295 HD CE/Curb KI AP - Check Detail -Checks (1/17/2023) Page 1 of 12 77 Last Name Acct 1 Amount Check Date 310.32 1/5/2023 Aspen Equipment 310.32 BCA 101-1220-4352 33.25 1/5/2023 33.25 1/5/2023 BCA 33.25 Becker Arena Products Inc 401-0000-4706 12,064.60 1/12/2023 12,064.60 1/12/2023 Becker Arena Products Inc 12,064.60 BOUND TREE MEDICAL LLC 101-1220-4142 199.08 1/5/2023 199.08 1/5/2023 BOUND TREE MEDICAL LLC 199.08 Brant Ryan 101-1320-4240 47.99 1/12/2023 47.99 1/12/2023 Brant Ryan 47.99 Burnet Title 720-0000-2020 5.33 1/12/2023 Burnet Title 700-0000-2020 23.04 1/12/2023 Burnet Title 701-0000-2020 26.86 1/12/2023 55.23 1/12/2023 Burnet Title 55.23 Description Background Investigation Install - North Lotus Lake Park Suction Adapter Tip, Nasophartyngeal Airway, Gloves Jacket Reimbursement Utility Refund - 8162 Stone Creek Dr Utility Refund - 8162 Stone Creek Dr Utility Refund - 8162 Stone Creek Dr AP - Check Detail -Checks (1/17/2023) Page 2 of 12 78 Last Name Acct 1 Amount Check Date Description CABIN FEVER SPORTING GOODS 101-1611-4129 1,919.00 1/5/2023 FebFest Prizes - Rod, Gift Card, Clam Fishhouse, Shovel 1,919.00 1/5/2023 CABIN FEVER SPORTING GOODS 1,919.00 CENTERPOINT ENERGY MINNEGASCO 701-0000-4321 26.74 1/12/2023 Monthly Service - 3900 Highway 7 CENTERPOINT ENERGY MINNEGASCO 101-1190-4321 3,599.00 1/12/2023 Monthly Service - 7711 Kerber Blvd CENTERPOINT ENERGY MINNEGASCO 700-0000-4321 166.36 1/12/2023 Monthly Service - 2323 Lake Lucy Rd CENTERPOINT ENERGY MINNEGASCO 101-1170-4321 2,276.89 1/12/2023 Monthly Service - 7700 Market Blvd CENTERPOINT ENERGY MINNEGASCO 700-7019-4321 816.44 1/12/2023 Monthly Service - 201 W 79th St CENTERPOINT ENERGY MINNEGASCO 701-0000-4321 576.29 1/12/2023 Monthly Service - 7901 Park PI CENTERPOINT ENERGY MINNEGASCO 101-1550-4321 761.38 1/12/2023 Monthly Service - 1456 W 78th St CENTERPOINT ENERGY MINNEGASCO 101-1600-4321 28.00 1/12/2023 Monthly Service - 6930 Minnewashta Pkwy CENTERPOINT ENERGY MINNEGASCO 101-1312-4321 4,610.27 1/12/2023 Monthly Service - 7901 Park PI CENTERPOINT ENERGY MINNEGASCO 700-7043-4321 2,140.72 1/12/2023 Monthly Service - 2100 Lake Harrison Rd CENTERP01NT ENERGY MINNEGASCO 700-0000-4321 576.29 1/12/2023 Monthly Service - 7901 Park PI 15,578.38 1/12/2023 CENTERPOINT ENERGY MINNEGASCO 15,578.38 CENTURYLINK 101-1220-4310 33.04 1/5/2023 Monthly Service - Dec 21 to Jan 20 CENTURYLINK 101-1170-4310 830.57 1/5/2023 Monthly Service - Dec 21 to Jan 20 CENTURYLINK 700-0000-4310 6.01 1/5/2023 Monthly Service - Dec 21 to Jan 20 CENTURYLINK 101-1160-4325 250.00 1/5/2023 Monthly Service - Dec 21 to Jan 20 CENTURYLINK 101-1550-4310 30.04 1/5/2023 Monthly Service - Dec 21 to Jan 20 CENTURYLINK 101-1190-4310 123.80 1/5/2023 Monthly Service - Dec 21 to Jan 20 CENTURYLINK 101-1312-4310 48.06 1/5/2023 Monthly Service - Dec 21 to Jan 20 CENTURYLINK 700-7019-4310 217.55 1/5/2023 Monthly Service - Dec 21 to Jan 20 CENTURYLINK 101-1160-4325 125.00 1/5/2023 Monthly Service - Dec 21 to Jan 20 CENTURYLINK 101-1540-4310 92.85 1/5/2023 Monthly Service - Dec 21 to Jan 20 CENTURYLINK 701-0000-4310 6.01 1/5/2023 Monthly Service - Dec 21 to Jan 20 CENTURYLINK 701-0000-4310 15.13 1/5/2023 Monthly Service - Dec 21 to Jan 20 CENTURYLINK 101-1350-4310 30.04 1/5/2023 Monthly Service - Dec 21 to Jan 20 CENTURYLINK 700-0000-4310 15.13 1/5/2023 Monthly Service - Dec 21 to Jan 20 CenturyLink CenturyLink AP - Check Detail -Checks (1/17/2023) 1,823.23 1/5/2023 700-0000-4310 32.00 1/12/2023 701-0000-4310 32.00 1/12/2023 Monthly Service - 01/01/23 - 01/31/23 Monthly Service - 01/01/23 - 01/31/23 Page 3 of 12 W, Last Name Acct 1 Amount Check Date 64.00 1/12/2023 CenturyLink 1,887.23 Cleaning Solutions Services 701-0000-4511 60.00 1/5/2023 Cleaning Solutions Services 101-1220-4511 240.00 1/5/2023 Cleaning Solutions Services 101-1190-4511 3,780.00 1/5/2023 Cleaning Solutions Services 700-0000-4511 60.00 1/5/2023 Cleaning Solutions Services 101-1312-4511 480.00 1/5/2023 Cleaning Solutions Services 101-1170-4511 3,000.00 1/5/2023 7,620.00 1/5/2023 Cleaning Solutions Services 7,620.00 CUB FOODS 101-1560-4112 66.00 1/12/2023 66.00 1/12/2023 CUB FOODS 66.00 Customized Fire Rescue Training Inc 101-1220-4370 6,900.00 1/5/2023 6,900.00 1/5/2023 Customized Fire Rescue Training Inc 6,900.00 CUT ABOVE INC 720-7202-4300 900.00 1/5/2023 900.00 1/5/2023 CUT ABOVE INC 900.00 Data Practices Office 101-1120-4370 125.00 1/5/2023 125.00 1/5/2023 AP - Check Detail -Checks (1/17/2023) Description Cleaning - Public Works Cleaning - Fire Station # 1 Cleaning - Library Cleaning - Public Works Cleaning - Public Works Cleaning - City Hall Chocolate Santas, Cookie, Juice NFPA 1001 166 Hour Course Frontier Trl Tree Removal Introduction to Data Practices - Amy Weidman Page 4 of 12 80 Last Name Acct 1 Amount Check Date Data Practices Office 125.00 DELEGARD TOOL COMPANY 101-1370-4260 3,450.18 1/5/2023 3,450.18 1/5/2023 DELEGARD TOOL COMPANY 3,450.18 Edgewater Title Group 720-0000-2020 1.41 1/5/2023 Edgewater Title Group 701-0000-2020 12.12 1/5/2023 Edgewater Title Group 700-0000-2020 6.96 1/5/2023 20.49 1/5/2023 Edgewater Title Group 20.49 Go Gymnastics 101-1538-4343 480.00 1/5/2023 Go Gymnastics 101-1537-4343 972.00 1/5/2023 1,452.00 1/5/2023 Go Gymnastics 1,452.00 GREEN MEADOWS INC 101-1550-1193 3,149.00 1/12/2023 3,149.00 1/12/2023 GREEN MEADOWS INC 3,149.00 Ih3 Property Minnesota LP 700-0000-2020 6.44 1/12/2023 Ih3 Property Minnesota LP 720-0000-2020 6.87 1/12/2023 Ih3 Property Minnesota LP 701-0000-2020 9.30 1/12/2023 22.61 1/12/2023 Ih3 Property Minnesota LP 22.61 Description Mah Acx 2150 Utility Refund - 2166 Baneberry Way Utility Refund - 2166 Baneberry Way Utility Refund - 2166 Baneberry Way 5 Week Little Sessions 5 Week Mini, Tiny Sessions 470 W 78th St Utility Refund - 205 West 77th Street Utility Refund - 205 West 77th Street Utility Refund - 205 West 77th Street AP - Check Detail -Checks (1/17/2023) Page 5 of 12 81 Last Name Acct 1 Amount Check Date Description Indigo Signs 101-1170-4110 95.00 1/5/2023 95.00 1/5/2023 Indigo Signs 95.00 InfoSense Inc 701-0000-4300 995.00 1/12/2023 995.00 1/12/2023 InfoSense Inc 995.00 InTech Software Solutions, Inc 101-1180-4300 6,680.00 1/12/2023 6,680.00 1/12/2023 InTech Software Solutions, Inc 6,680.00 IUOE Local #49 700-0000-2004 139.38 1/12/2023 IUOE Local #49 101-0000-2004 497.26 1/12/2023 IUOE Local #49 701-0000-2004 63.36 1/12/2023 700.00 1/12/2023 IUOE Local #49 700.00 Jones Alex 700-7204-4901 100.00 1/12/2023 100.00 1/12/2023 Jones Alex 100.00 Lawson Products, Inc. 101-1320-4120 221.13 1/5/2023 221.13 1/5/2023 AP - Check Detail -Checks (1/17/2023) Name Plate Dog Portal License Modus Election Management Subscription PR Batch 00409.01.2023 Local 49 dues PR Batch 00409.01.2023 Local 49 dues PR Batch 00409.01.2023 Local 49 dues Waterwise Rebate - Dishwasher Hex Cap Screw, Nylon Insert Lock, Hammerlock Cotter Pin Page 6 of 12 82 Last Name Acct 1 Amount Check Date Description Lawson Products, Inc. 221.13 LEAGUE OF MN CITIES INS TRUST 101-0000-2017 52,716.00 1/5/2023 Workers Comp 52,716.00 1/5/2023 LEAGUE OF MN CITIES INS TRUST 52,716.00 McKesson Medical -Surgical Inc 101-1220-4142 344.52 1/5/2023 Device, Impedance Threshold 344.52 1/5/2023 McKesson Medical -Surgical Inc 344.52 METRO CHIEF FIRE OFFICERS ASSN 101-1220-4360 100.00 1/5/2023 Membership - Don Johnson 100.00 1/5/2023 METRO CHIEF FIRE OFFICERS ASSN 100.00 Metro Cities 101-1110-4360 8,350.00 1/12/2023 2023 Metro Cities Membership Dues 8,350.00 1/12/2023 Metro Cities 8,350.00 Metronet Holdings, LLC 700-7043-4310 55.69 1/12/2023 Monthly Service - 01/O1/23 - 01/31/23 55.69 1/12/2023 Metronet Holdings, LLC 55.69 METROPOLITAN COUNCIL 701-0000-4509 209,343.98 1/12/2023 Waste Water Services 209,343.98 1/12/2023 AP - Check Detail -Checks (1/17/2023) Page 7 of 12 83 Last Name Acct 1 Amount Check Date Description METROPOLITAN COUNCIL 209,343.98 Minuteman Press 101-1170-4110 29.00 1/5/2023 Business Cards - Keogh 29.00 1/5/2023 Minuteman Press 29.00 MN DEPT OF NATURAL RESOURCES 700-0000-4509 18,512.21 1/12/2023 Water Use, Summer Surcharge 18,512.21 1/12/2023 MN DEPT OF NATURAL RESOURCES 18,512.21 MN NCPERS LIFE INSURANCE 101-0000-2037 112.00 1/12/2023 PR Batch 00409.01.2023 NCPERS-Life Insurance MN NCPERS LIFE INSURANCE 700-0000-2037 7.98 1/12/2023 PR Batch 00409.01.2023 NCPERS-Life Insurance MN NCPERS LIFE INSURANCE 701-0000-2037 8.02 1/12/2023 PR Batch 00409.01.2023 NCPERS-Life Insurance 128.00 1/12/2023 MN NCPERS LIFE INSURANCE 128.00 MN STATE FIRE CHIEFS ASSOC. 101-1220-4360 280.00 1/5/2023 Membership - D Johnson, D Nutter, R Weidman, B White 280.00 1/5/2023 MN STATE FIRE CHIEFS ASSOC. 101-1220-4370 855.00 1/12/2023 FOTOS Attendee - K Geske, A Bartels, A Boote MN STATE FIRE CHIEFS ASSOC. 101-1220-4360 60.00 1/12/2023 Membership Renewal - R Rindahl 915.00 1/12/2023 MN STATE FIRE CHIEFS ASSOC. 1,195.00 Morlock Sara 700-7204-4901 100.00 1/5/2023 Waterwise Rebate - Dishwasher 100.00 1/5/2023 AP - Check Detail -Checks (1/17/2023) Page 8 of 12 84 Last Name Acct 1 Amount Check Date Description Morlock Sara 100.00 NOVEL SOLAR THREE, LLC 701-0000-4320 1,888.81 1/12/2023 Monthly Utilities - 11/01/22 - 11/30/22 NOVEL SOLAR THREE, LLC 700-0000-4320 3,720.52 1/12/2023 Monthly Utilities - 11/01/22 - 11/30/22 NOVEL SOLAR THREE, LLC 101-1350-4320 90.59 1/12/2023 Monthly Utilities - 11/01/22 - 11/30/22 5,699.92 1/12/2023 NOVEL SOLAR THREE, LLC 5,699.92 Pinnacle Pest Control 101-1370-4300 250.00 1/5/2023 Public Works Pinnacle Pest Control 101-1190-4300 225.00 1/5/2023 Library Pinnacle Pest Control 700-7043-4300 125.00 1/5/2023 West Water Treatment Plant Pinnacle Pest Control 101-1170-4300 200.00 1/5/2023 City Hall Pinnacle Pest Control 101-1220-4300 200.00 1/5/2023 Fire Station Pinnacle Pest Control 700-7019-4300 125.00 1/5/2023 East Water Treatment Plant 1,125.00 1/5/2023 Pinnacle Pest Control 1,125.00 Pulse Electric 101-1170-4530 1,461.00 1/5/2023 New Receptacles 1,461.00 1/5/2023 Pulse Electric 1,461.00 Qureshi Alan & Ellen 700-0000-2020 23.99 1/12/2023 Utility Refund - 6474 Murray Hill Road Qureshi Alan & Ellen 701-0000-2020 43.31 1/12/2023 Utility Refund - 6474 Murray Hill Road Qureshi Alan & Ellen 720-0000-2020 12.82 1/12/2023 Utility Refund - 6474 Murray Hill Road 80.12 1/12/2023 Qureshi Alan & Ellen 80.12 Robert Half International, Inc. 101-1120-4300 192.38 1/5/2023 Temp - Pearson, Marie AP - Check Detail -Checks (1/17/2023) Page 9 of 12 85 Last Name Acct 1 Amount Check Date Robert Half International, Inc Schwickert Company Schwickert Company Schwickert Company Schwickert Company Schwickert Company Schwickert Company Schwickert Company SEH SEH SEH SEH Shadywood Tree Experts and Landscaping Shadywood Tree Experts and Landscaping Snow Kreilich Architects 700-7043-4530 101-1220-4530 101-1190-4530 101-1220-4530 101-1312-4530 101-1190-4530 700-0000-4300 410-4410-4300 410-4410-4300 720-7202-4300 402-4003-4300 192.38 1/5/2023 192.38 1,025.00 1/5/2023 1,110.00 1/5/2023 865.00 1/5/2023 580.00 1/5/2023 3,580.00 1/5/2023 1,455.00 1/12/2023 2,523.00 1/12/2023 3,978.00 1/12/2023 7,558.00 7,212.38 1/5/2023 7,212.38 1/5/2023 2,672.98 1/12/2023 948.73 1/12/2023 3,621.71 1/12/2023 10,834.09 5,355.00 1/5/2023 5,355.00 1/5/2023 5,355.00 6,300.00 1/5/2023 Description Replace VFD Install Sensors Set Up & Test System Eval - Misc Issues - Boiler System Eval - Replace Belts, Adjust Tension Cleaning Flame Sensor, Inspection Replace Seal Kit, Replace Pump Couplers Water Model Update & Cal Lake Ann Wetland Delineation Lake Ann Wetland Delineation Carver Beach Rd Ash Removal Schematic Design AP - Check Detail -Checks (1/17/2023) Page 10 of 12 86 Last Name Acct 1 Amount Check Date Snow Kreilich Architects Solv - Business Solutions, Connected Solv - Business Solutions, Connected Strickland Renee Strickland Renee TFORCE FINAL MILE TFORCE FINAL MILE Timesaver Off Site Secretarial, Inc Timesaver Off Site Secretarial, Inc VERIZON WIRELESS VERIZON WIRELESS VERIZON WIRELESS Visu-Sewer Inc 6,300.00 1/5/2023 6,300.00 101-1130-4111 288.20 1/12/2023 288.20 1/12/2023 605-6502-4701 32,910.00 1/12/2023 32,910.00 1/12/2023 32,910.00 400-0000-1155 67.14 1/12/2023 67.14 1/12/2023 67.14 210-0000-4300 571.50 1/12/2023 571.50 1/12/2023 571.50 701-0000-4310 125.10 1/5/2023 700-0000-4310 125.10 1/5/2023 250.20 1/5/2023 250.20 701-7057-4751 7,418.04 1/12/2023 Description Laser 1096 Transmittal Sheet Settlement - PCH Development, LLC Delivery Service - Avienda City Council Meeting, Park & Rec Commission, EDC Meeting Minutes Monthly Service - Acct # 342004716-00002 Monthly Service - Acct # 342004716-00002 2022 Sanitary Sewer I&I project AP - Check Detail -Checks (1/17/2023) Page 11 of 12 87 Last Name Visu-Sewer Inc WESTECH ENGINEERING INC WESTECH ENGINEERING INC AP - Check Detail -Checks (1/17/2023) Acct 1 700-7043-4550 Amount Check Date 7,418.04 1/12/2023 7,418.04 2,091.46 1/5/2023 2,091.46 1 /5/2023 2,091.46 439,437.02 Description Atomerator Aloxite Tube Assembly, Cap, Gasket, Pipe, nut Page 12 of 12 88 AP Check Detail-ACH User: dwashburn Printed: 1/17/2023 3:08:35 PM Last Name Acct 1 Amount Check Date Description 1 st Street Ramp 101-1123-4381 9.00 12/16/2022 Parking - L of MN Cities - DEI Event 9.00 12/16/2022 1 st Street Ramp 9.00 Ace Hardware Corporation 101-1560-4120 80.63 12/16/2022 18 qt Roaster for large events 80.63 12/16/2022 Ace Hardware Corporation 80.63 Ads 101-1530-4375 25.00 12/16/2022 Advertising for Rec Center 25.00 12/16/2022 Ads 25.00 ALDI 101-1614-4130 131.61 12/16/2022 Spk Spkw Swf Grab Bag ALDI 101-1614-4130 57.86 12/16/2022 Apple Juice Water Spaghetti Sqsh 189.47 12/16/2022 ALDI 189.47 ALEX AIR APPARATUS INC 101-1220-4120 342.00 1/5/2023 Calibration Gas 342.00 1/5/2023 AP - Check Detail-ACH (1/17/2023) Page 1 of 25 89 Last Name Acct 1 Amount Check Date Description ALEX AIR APPARATUS INC 342.00 Amazon 101-1170-4110 46.61 12/16/2022 markers sympathy cards birthday cards Amazon 101-1180-4110 24.81 12/16/2022 Regular Coffee for Election Judges Amazon 101-1170-4110 41.98 12/16/2022 2023 Planner Stacy l 1x17 Lamination Sheets Amazon 101-1170-4110 10.19 12/16/2022 mechanical pencils Amazon 101-1530-4150 67.28 12/16/2022 Wipes for fitness center Amazon 101-1160-4131 1,347.00 12/16/2022 iPads for Council Members Amazon 701-0000-4551 48.88 12/16/2022 Uni-ball power tank retractable ballpoint pens Amazon 101-1160-4530 9.86 12/16/2022 Screen protectors for Jason Koehnen & Jacob Casebeer cell phones Amazon 101-1160-4132 16.99 12/16/2022 USB-C power adapters for cell phones Amazon 101-1160-4207 7.83 12/16/2022 Sewer Televising Video Access Fee - Oct Amazon 101-1160-4135 1,280.97 12/16/2022 TVs for building inspectors Amazon 101-1220-4260 16.82 12/16/2022 Battery Mount Holder for Dewalt Batteries Amazon 101-1160-4131 449.00 12/16/2022 iPad for Council member Amazon 101-1160-4530 106.99 12/16/2022 RAM for Sarah Thiessen's Laptop Amazon 101-1170-4110 21.40 12/16/2022 cleaning wipes Amazon 700-0000-4150 9.65 12/16/2022 BM USB Camera Adapter for Meter Reading Amazon 101-1110-4372 26.20 12/16/2022 Chips snack pack popchips popcorners quaker Amazon 101-1160-4132 93.84 12/16/2022 Stylus Ingenico CC Terminals Amazon 101-1170-4110 29.96 12/16/2022 Letter Sized Lamination Sheets Amazon 101-1160-4134 50.46 12/16/2022 network cat 6 cables for switches Amazon 101-1180-4110 55.98 12/16/2022 KCup Coffee for Election Judges Amazon 101-1170-4110 24.99 12/16/2022 5mil Lamination Sheets Rec Center Punch Cards Amazon 101-1220-4142 18.19 12/16/2022 Trash Bags for Decon Amazon 101-1320-4340 33.13 12/16/2022 AA Laminating Pouches for Snow Plow Route Books Amazon 101-1320-4340 10.73 12/16/2022 AA Binding Coils for Snow Plow Route Books Amazon 101-1160-4135 171.34 12/16/2022 CABLES / MOUNTS / tvs BUILDING Amazon 101-1170-4110 13.39 12/16/2022 power strip Amazon 101-1160-4132 24.95 12/16/2022 Cell Phone case for maintenance assistant Amazon 101-1170-4110 66.23 12/16/2022 Batteries Supply Room Amazon 700-7019-4150 37.12 12/16/2022 Spears 836 Series PVC Pipe fitting adapter Amazon 101-1530-4150 14.49 12/16/2022 Spray bottles for fitness center Amazon 701-0000-4551 37.43 12/16/2022 Kevlar Cord Ballpoint Pens Amazon 101-1220-4260 78.21 12/16/2022 Lanyard for TIC Amazon 700-7019-4510 19.98 12/16/2022 Command Small Wire Toggle Hooks Amazon 101-1180-4110 36.77 12/16/2022 Blue Tape Election Precincts Amazon 101-1170-4110 61.07 12/16/2022 Finance File Jackets Amazon 101-1110-4372 16.35 12/16/2022 Council Snacks Fountain Conference Room 4,427.07 12/16/2022 AP - Check Detail-ACH (1/17/2023) Page 2 of 25 90 Last Name Acct 1 Amount Check Date Amazon American Family Life Assurance Company of Columbus American Family Life Assurance Company of Columbus American Planning Association American Planning Association Aomei Technology Aomei Technology Apple.com Apple.com Apple.com Apple.com Barr Engineering Company Barr Engineering Company Best Buy 4,427.07 101-0000-2008 39.78 1/5/2023 39.78 1/5/2023 39.78 101-1420-4360 473.00 12/16/2022 473.00 12/16/2022 473.00 101-1160-4207 159.24 12/16/2022 159.24 12/16/2022 159.24 701-0000-4310 0.49 12/16/2022 700-0000-4310 0.50 12/16/2022 101-1220-4310 0.99 12/16/2022 1.98 12/16/2022 1.98 700-7025-4300 2,207.00 1/5/2023 2,207.00 1/5/2023 2,207.00 101-1160-4132 199.96 12/16/2022 Description December, 2022 Payable APA Membership-Sharmeen Al-Jaff partition assistant software for file server BM iCloud Storage Photo Memory BM iCloud Storage Photo Memory Apple Storage Well Rehabilitation Project ZAGG Keyboard iPad cases for council members AP - Check Detail-ACH (1/17/2023) Page 3 of 25 91 Last Name Acct 1 Amount Check Date 199.96 12/16/2022 Best Buy 199.96 Bitly, Inc 101-1125-4360 35.00 12/16/2022 35.00 12/16/2022 Bitly, Inc 35.00 BOLTON & MENK INC 601-6051-4300 17,904.00 1/12/2023 BOLTON & MENK INC 601-6048-4300 4,482.00 1/12/2023 22,386.00 1/12/2023 BOLTON & MENK INC 22,386.00 Caribou Coffee 101-1120-4381 5.68 12/16/2022 Caribou Coffee 101-1125-4381 11.04 12/16/2022 Caribou Coffee 101-1123-4381 4.50 12/16/2022 Caribou Coffee 101-1123-4381 5.04 12/16/2022 26.26 12/16/2022 Caribou Coffee 26.26 Carver County 101-1150-4300 159,626.70 1/12/2023 159,626.70 1/12/2023 Carver County 159,626.70 CARVER SWCD 400-0000-1155 1,402.50 1/5/2023 1,402.50 1/5/2023 AP - Check Detail-ACH (1/17/2023) Description Online subscription for short URLs Chanhassen/2023 Street Rehab Chanhassen/Crimson Bay Rd Improvements Coffee with F1ashVote LH Coffee with F1ashVote DZ and AL Meeting with Marcus Hubbard from Platinum Cinemas Meeting with Nick Moonen from Carver County Abstract 2022 Assessment Contract CSEC Monitoring/Inspections Page 4 of 25 92 Last Name Acct 1 Amount Check Date Description CARVER SWCD 1,402.50 CCP NI MASTER TENANT 4 LLC 101-1220-4320 41.23 1/12/2023 December, 2022 CCP NI MASTER TENANT 4 LLC 700-7019-4320 604.05 1/12/2023 December, 2022 CCP NI MASTER TENANT 4 LLC 700-0000-4320 38.15 1/12/2023 December, 2022 CCP NI MASTER TENANT 4 LLC 701-0000-4320 439.11 1/12/2023 December, 2022 CCP NI MASTER TENANT 4 LLC 101-1540-4320 121.11 1/12/2023 December, 2022 CCP NI MASTER TENANT 4 LLC 101-1600-4320 9.89 1/12/2023 December, 2022 CCP NI MASTER TENANT 4 LLC 101-1550-4320 129.16 1/12/2023 December, 2022 CCP NI MASTER TENANT 4 LLC 101-1350-4320 1,075.92 1/12/2023 December, 2022 2,458.62 1/12/2023 CCP NI MASTER TENANT 4 LLC 2,458.62 Chick-Fil-A 101-1180-4372 183.50 12/16/2022 Election PreTest and Public Accuracy Test Lunch Chick-Fil-A 101-1180-4372 363.79 12/16/2022 Precincts 3 and 5 Election Judges Lunch ChickFilA Chick-Fil-A 101-1180-4372 183.50 12/16/2022 Precinct 4 Election Judges Lunch ChickFilA Chick-Fil-A 101-1180-4372 184.61 12/16/2022 Precinct 2 Election Judges Lunch ChickFilA Chick-Fil-A 101-1180-4372 183.50 12/16/2022 Precinct 6 Chickfila Election Judges Lunch Chick-Fil-A 101-1180-4372 183.50 12/16/2022 Precinct 1 ChickfilA Election Judges Meal 1,282.40 12/16/2022 Chick-Fil-A 1,282.40 Chipotle Mexican Grill 101-1110-4372 190.82 12/16/2022 10-24-22 City Council Meal Chipotle 190.82 12/16/2022 Chipotle Mexican Grill 190.82 City Market 101-1600-4381 7.79 12/16/2022 LMC Workshop Lunch City Market 101-1123-4381 10.90 12/16/2022 Lunch - L of MN Cities - DEI Event Rochester City Market 101-1125-4381 9.46 12/16/2022 LMC Workshop Lunch 28.15 12/16/2022 AP - Check Detail-ACH (1/17/2023) Page 5 of 25 93 Last Name Acct I Amount Check Date Description City Market 28.15 CleanitSupply.com 101-1530-4150 107.89 12/16/2022 Wipes for fitness center 107.89 12/16/2022 CleanitSupply.com 107.89 C1earGov Inc 101-1160-4228 25,302.50 1/12/2023 Renewal for 2023 25,302.50 1/12/2023 C1earGov Inc 25,302.50 Colliers Funding, LLC 480-0000-4804 132,659.62 1/12/2023 Tax Increment 132,659.62 1/12/2023 Colliers Funding, LLC 132,659.62 Costeo Wholesale 101-1220-4375 32.87 12/16/2022 Cookies 24ct Mini Cookie Choc Pepbark Costeo Wholesale 101-1120-4300 69.78 12/16/2022 Personal charge on city credit card - LH 102.65 12/16/2022 Costco Wholesale 102.65 Craftcuts 101-1550-4120 53.91 12/16/2022 GB Tree Lighting Mailbox Addition 53.91 12/16/2022 Craftcuts 53.91 Craguns Lodge and Golf Resort 720-0000-4370 -0.02 12/16/2022 Conference Craguns Lodge and Golf Resort 720-0000-4370 0.04 12/16/2022 Conference Craguns Lodge and Golf Resort 720-0000-4370 -0.01 12/16/2022 Conference AP - Check Detail-ACH (1/17/2023) Page 6 of 25 94 Last Name Acct 1 Amount Check Date 0.01 12/16/2022 Craguns Lodge and Golf Resort 0.01 Cub Foods 101-1537-4130 13.96 12/16/2022 Cub Foods 101-1560-4112 11.23 12/16/2022 Cub Foods 101-1537-4130 30.27 12/16/2022 Cub Foods 101-1320-4372 32.45 12/16/2022 87.91 12/16/2022 Cub Foods 87.91 Cuzzy's Brickhouse 101-1120-4381 20.65 12/16/2022 20.65 12/16/2022 Cuzzy's Brickhouse 20.65 CVS 101-1220-4142 74.30 12/16/2022 74.30 12/16/2022 CVS 74.30 Dandy Lion LLC 101-1123-4381 8.48 12/16/2022 8.48 12/16/2022 Dandy Lion LLC 8.48 Dell 101-1160-4132 118.00 12/16/2022 118.00 12/16/2022 AP - Check Detail-ACH (1/17/2023) Description Pumpkins for painting Fruit for Vets Day Bfkst event cookies and pumpkins for painting CB Food for PW Annual Snow Meeting Monthly County Administrators Lunch Meeting LH Naloxone Meeting with Angie Herder from America Family Insurance Touch screen Pens for Dell laptops - Rick & Melissa Page 7 of 25 95 Last Name Acct 1 Amount Check Date Description Dell 118.00 DOLLIFF INC. INSURANCE 101-1170-4483 239.00 1/12/2023 Insurance - Crime - Renewal 239.00 1/12/2023 DOLLIFF INC. INSURANCE 239.00 Domino's Pizza 101-1120-4300 88.85 12/16/2022 Food for interview panels (external staff) Domino's Pizza 101-1320-4372 194.05 12/16/2022 CB Food for PW Annual Snow Meeting Domino's Pizza 101-1614-4130 167.26 12/16/2022 pizza for volunteers 450.16 12/16/2022 Domino's Pizza 450.16 Doordash 101-1110-4372 184.75 12/16/2022 Council Dinner 11-14-22 TAZA platter 184.75 12/16/2022 Doordash 184.75 Ebay 101-1160-4530 21.49 12/16/2022 Part for HP Printer 21.49 12/16/2022 Ebay 21.49 Economic Development Assn of MN 101-1123-4370 40.00 12/16/2022 EDAM Holiday Party 40.00 12/16/2022 Economic Development Assn of MN 40.00 Electric Motor Repair 700-0000-4530 65.00 12/16/2022 Robin Generator Repair AP - Check Detail-ACH (1/17/2023) Page 8 of 25 96 Last Name Acct 1 Amount Check Date 65.00 12/16/2022 Electric Motor Repair 65.00 Facebook 101-1600-4340 8.09 12/16/2022 8.09 12/16/2022 Facebook 8.09 FASTENAL COMPANY 101-1320-4240 233.52 1/5/2023 FASTENAL COMPANY 101-1320-4150 28.41 1/5/2023 261.93 1/5/2023 FASTENAL COMPANY 261.93 Frontier Truck Parts Inc 701-7025-4704 595.00 12/16/2022 Frontier Truck Parts Inc 700-7025-4704 595.00 12/16/2022 1,190.00 12/16/2022 Frontier Truck Parts Inc 1,190.00 Gertens 101-1550-4120 389.90 12/16/2022 389.90 12/16/2022 Gertens 389.90 GOPHER STATE ONE -CALL INC 701-0000-4300 91.80 1/5/2023 GOPHER STATE ONE -CALL INC 700-0000-4300 91.80 1/5/2023 183.60 1/5/2023 AP - Check Detail-ACH (1/17/2023) Description Advertising for Park Department Grip Nylon Glove 18 Nylock Z CS #122 Generator Truck Fuel Tank CS #122 Generator Truck Fuel Tank AB Pole Saw Service calls - December, 2022 Service calls - December, 2022 Page 9 of 25 97 Last Name Acct 1 Amount Check Date Description GOPHER STATE ONE -CALL INC 183.60 Grainger 101-1170-4510 15.68 12/16/2022 Hollow Wall Anchor Grainger 701-0000-4551 28.94 12/16/2022 JJ Fuse for Lift Station #5 44.62 12/16/2022 Grainger 44.62 Grandma's Saloon and Grill 101-1220-4381 48.06 12/16/2022 per diem meals for Fatturi and Nutter (food only) 48.06 12/16/2022 Grandma's Saloon and Grill 48.06 Guthrie Theater 101-1560-4342 51.00 12/16/2022 tickets - trip to A Christmas Carol on Dec 14 Guthrie Theater 101-1560-4342 1,036.10 12/16/2022 tickets - trip to A Christmas Carol on Dec 14 1,087.10 12/16/2022 Guthrie Theater 1,087.10 Hello Flowers 101-1120-4300 118.21 12/16/2022 Flowers for Stephanie Smith's child's funeral 118.21 12/16/2022 Hello Flowers 118.21 Home Depot 101-1550-4150 65.00 12/16/2022 GB Furnance Filters for Warming Houses (Restock) & Mulch for Corn Home Depot 700-0000-4260 202.90 12/16/2022 Bi-Metal Set lOpc Fuel Hackzall Home Depot 101-1550-4150 219.02 12/16/2022 GB Paint Rollers & Paver Sealer (Repairs) Home Depot 101-1170-4260 202.91 12/16/2022 Bi-Metal Set lOpc Fuel Hackzall Home Depot 700-0000-4550 128.76 12/16/2022 Gal Coupling Gal Nipple Home Depot 101-1170-4510 49.81 12/16/2022 Mudpan Contour Quick Mix Taping knife Home Depot 101-1170-4510 54.22 12/16/2022 Fliptoggle knit poly roller Hollow wall anchor homer bucket Home Depot 700-7019-4120 138.66 12/16/2022 Brushless Drill Liner AP - Check Detail-ACH (1/17/2023) Page 10 of 25 98 Last Name Acct 1 Amount Check Date Home Depot HP Services HP Services Indian Springs MFG Co Indian Springs MFG Co Indoor Landscapes Inc Indoor Landscapes Inc Inn on Lake Superior Inn on Lake Superior Inn on Lake Superior Inn on Lake Superior Inn on Lake Superior Innovative Office Solutions LLC Innovative Office Solutions LLC Innovative Office Solutions LLC 101-1160-4530 700-7043-4120 101-1170-4300 101-1220-4381 101-1220-4381 101-1220-4381 101-1220-4381 101-1170-4110 101-1170-4110 101-1170-4110 1,061.28 12/16/2022 1,061.28 107.64 12/16/2022 107.64 12/16/2022 399.26 12/16/2022 399.26 12/16/2022 399.26 187.00 1/5/2023 187.00 1/5/2023 187.00 210.44 12/16/2022 635.66 12/16/2022 597.00 12/16/2022 720.54 12/16/2022 2,163.64 12/16/2022 2,163.64 232.24 1/5/2023 44.23 1/5/2023 276.47 1/5/2023 111.74 1/12/2023 Description Part for HP Printer MW Vent Valve Cap & Gasket Ton Turning Wrench January Plant Service Chaplain Anderson Room for assist to MSFCA Conference hotel room Nutter MN Chief s Conference hotel room for Fatturi for MN Chiefs Conference Chiefs Conference Lodging Pencil, Binder Clip, Paper Binder Clip, Ink Pen Facial Tissue, Sanitzer, Pad AP - Check Detail-ACH (1/17/2023) Page 11 of 25 99 Last Name Acct 1 Amount Check Date 111.74 1/12/2023 Innovative Office Solutions LLC 388.21 Jamf Software, LLC 101-1160-4207 140.00 12/16/2022 140.00 12/16/2022 Jamf Software, LLC 140.00 Jimmy Johns 101-1220-4381 67.88 12/16/2022 Jimmy Johns 101-1220-4381 60.02 12/16/2022 127.90 12/16/2022 Jimmy Johns 127.90 KENNEDY & GRAVEN, CHARTERED 605-6502-4300 5,667.53 1/5/2023 5,667.53 1/5/2023 KENNEDY & GRAVEN, CHARTERED 5,667.53 KIMLEY HORN AND ASSOCIATES INC 400-0000-1155 1,305.00 1/5/2023 1,305.00 1/5/2023 KIMLEY HORN AND ASSOCIATES INC 1,305.00 Kum & Go 101-1222-4381 3.41 12/16/2022 Kum & Go 101-1222-4381 47.70 12/16/2022 51.11 12/16/2022 Kum & Go 51.11 Description Monthly MDM for ipads Mini Jimmy - Captains Testing Night Food for those helping with FF Interviews Acquisition of Right of Way CR 101 Private Dev Field - Avienda Development Food for Travel Day Fuel AP - Check Detail-ACH (1/17/2023) Page 12 of 25 100 Last Name Acct 1 Amount Check Date Kwik Trip 101-1220-4381 19.47 12/16/2022 19.47 12/16/2022 Kwik Trip 19.47 LAKESIDE PROMOTIONS LLC 101-1766-4129 249.00 1/5/2023 249.00 1/5/2023 LAKESIDE PROMOTIONS LLC 101-1600-4240 58.00 1/12/2023 58.00 1/12/2023 LAKESIDE PROMOTIONS LLC 307.00 Lasercrafting 101-1170-4110 11.50 12/16/2022 11.50 12/16/2022 Lasercrafting 11.50 Little Angies Cantina 101-1220-4381 46.87 12/16/2022 46.87 12/16/2022 Little Angies Cantina 46.87 LogMeIn Inc 101-1160-4207 375.80 12/16/2022 375.80 12/16/2022 LogMeIn Inc 375.80 Lowes 101-1180-4110 19.28 12/16/2022 19.28 12/16/2022 AP - Check Detail-ACH (1/17/2023) Description Cookie Ice Shortbread Chocolate Chip Brownie Apparel Apparel Priya Council Chamber Nameplate New Title per diem meals for Fatturi and Nutter (food only) GoToMyPC Annual Renewal 5 count 3 gallon plastic storage -bag Page 13 of 25 101 Last Name Acct 1 Amount Check Date Lowes 19.28 Lunds & Byerly's 101-1537-4130 15.96 12/16/2022 Lunds & Byerly's 101-1537-4130 10.99 12/16/2022 26.95 12/16/2022 Lunds & Byerly's 26.95 Mackenthun's 101-1560-4112 159.69 12/16/2022 159.69 12/16/2022 Mackenthun's 159.69 Main Street Ale House 720-0000-4381 37.21 12/16/2022 37.21 12/16/2022 Main Street Ale House 37.21 Marco Inc 720-0000-4410 50.50 1/12/2023 Marco Inc 101-1170-4410 757.50 1/12/2023 Marco Inc 701-0000-4410 101.00 1/12/2023 Marco Inc 700-0000-4410 101.00 1/12/2023 1,010.00 1/12/2023 Marco Inc 1,010.00 Maus Kerry 101-1539-4343 457.50 1/12/2023 457.50 1/12/2023 Maus Kerry 457.50 Menards 700-7019-4150 152.56 12/16/2022 AP - Check Detail-ACH (1/17/2023) Description Pumpkin Painting pumpkins Pumpkin painting apple cider Food / meats for Octoberfest Luncheon Conference Meal Copier Rental Copier Rental Copier Rental Copier Rental Line Dancing Instruction Channellock Groove Joint Jaw Plier Tube Brush mallet Page 14 of 25 102 Last Name Acct 1 Amount Check Date Description Menards 700-7043-4120 69.71 12/16/2022 Earmuff Thermostat Plier hardhat Menards 701-0000-4551 559.95 12/16/2022 JJ Galvanized Steel Pipe Schedule 40 for Lift Station #21 782.22 12/16/2022 Menards 782.22 Merlins Ace Hardware 701-0000-4140 32.60 12/16/2022 Coup]. glv bsh quick coupler nozzle Merlins Ace Hardware 101-1170-4510 65.22 12/16/2022 Lock -in Paint cup Lock -in Paint brush flat brush Angle paintshie Merlins Ace Hardware 101-1170-4510 35.97 12/16/2022 Coaxial Cable Block Coax Mounting tape Merlins Ace Hardware 101-1170-4510 45.48 12/16/2022 Philips #2 bit Wallboard AC Kit Rivet Backup Holder magnetic Bul Merlins Ace Hardware 700-0000-4550 8.48 12/16/2022 GF Fastners for Well #2 187.75 12/16/2022 MERLINS ACE HARDWARE 700-7043-4150 51.96 1/5/2023 Battery Alkaline MERLINS ACE HARDWARE 101-1550-4120 114.48 1/5/2023 Staple 1/4, Jmbo Ktr, Caulk, Film Poly MERLINS ACE HARDWARE 101-1530-4150 67.98 1/5/2023 Faucet LAV 1H, Silcone II MERLINS ACE HARDWARE 101-1350-4120 63.98 1/5/2023 LED Hilm A23 E26 298.40 1/5/2023 MERLINS ACE HARDWARE 486.15 Metropolitan Council Enviromental Services 701-0000-4509 20,000.00 12/16/2022 MCES-WW Services Dec 2022 20,000.00 12/16/2022 Metropolitan Council Enviromental Services 20,000.00 Minnesota State Fire Chiefs Association 101-1220-4381 40.00 12/16/2022 Conference Banquet 40.00 12/16/2022 Minnesota State Fire Chiefs Association 40.00 MN Dept of Labor and Industry 101-1250-4370 45.00 12/16/2022 Training - Dave Ding MN Dept of Labor and Industry 101-1250-4370 45.00 12/16/2022 Training - Jeff Keogh MN Dept of Labor and Industry 101-1250-4370 85.00 12/16/2022 Training - Eric Tessman AP - Check Detail-ACH (1/17/2023) Page 15 of 25 103 Last Name Acct 1 Amount Check Date Description 175.00 12/16/2022 MN Dept of Labor and Industry 175.00 MN VALLEY ELECTRIC COOP 101-1350-4320 256.86 1/5/2023 Monthly Service - Bluff Crk Blvd Lights MN VALLEY ELECTRIC COOP 101-1350-4320 30.73 1/5/2023 Monthly Service - Bluff Crk & Audubon Rd MN VALLEY ELECTRIC COOP 101-1350-4320 110.27 1/5/2023 Monthly Service - 2151 Lyman Blvd MN VALLEY ELECTRIC COOP 101-1350-4320 5,948.41 1/5/2023 Monthly Service - Hwy 101/Pionr Trl Sign]. MN VALLEY ELECTRIC COOP 101-1350-4320 43.37 1/5/2023 Monthly Service - 96th St & St Hwy 101 Lights MN VALLEY ELECTRIC COOP 101-1600-4320 32.81 1/5/2023 Monthly Service - Hwy 101/Pionr Trl Sign]. MN VALLEY ELECTRIC COOP 700-0000-4320 179.19 1/5/2023 Monthly Service - Hwy 101/Pionr Trl Signl MN VALLEY ELECTRIC COOP 701-0000-4320 483.39 1/5/2023 Monthly Service - Hwy 101/Pionr Trl Signl 7,085.03 1/5/2023 MN VALLEY ELECTRIC COOP 7,085.03 Mobile Mini, Inc 101-1617-4400 957.00 1/5/2023 40 Open Bay Office Mobile Mini, Inc 101-1617-4400 957.00 1/5/2023 40 Open Bay Office 1,914.00 1/5/2023 Mobile Mini, Inc 101-1617-4400 957.00 1/12/2023 Warming Houses 957.00 1/12/2023 Mobile Mini, Inc 2,871.00 MUNICIPAL LEGISLATIVE COMMISSION 101-1110-4360 6,486.75 1/12/2023 2023 MLC Member Dues 6,486.75 1/12/2023 MUNICIPAL LEGISLATIVE COMMISSION 6,486.75 NAPA AUTO & TRUCK PARTS 101-1320-4120 99.60 1/5/2023 Boxed Capsules, Oil Filter, Air Filter 99.60 1/5/2023 AP - Check Detail-ACH (1/17/2023) Page 16 of 25 104 Last Name Acct 1 Amount Check Date Description NAPA AUTO & TRUCK PARTS 99.60 NoveltyLights.com 101-1550-4120 1,736.79 12/16/2022 GB Holiday Lights for Tree Lighting (Additions Replacements) 1,736.79 12/16/2022 NoveltyLights.com 1,736.79 Office Max/Office Depot 101-1160-4530 59.03 12/16/2022 SD Card AV Room Power Strip Building move Office Max/Office Depot 101-1220-4290 44.01 12/16/2022 Tape Office Max/Office Depot 701-0000-4150 644.21 12/16/2022 JJ Telemetry Maintenance - APC Back ups 500va Tower 747.25 12/16/2022 Office Max/Office Depot 747.25 O'Reilly Automotive Inc 101-1550-4140 -171.17 1/5/2023 Fuel Filter, Asas Sensor - Return O'Reilly Automotive Inc 101-1320-4120 20.56 1/5/2023 3.5 oz Gasket O'Reilly Automotive Inc 101-1550-4120 7.34 1/5/2023 76 oz Silicn O'Reilly Automotive Inc 701-0000-4140 5.42 1/5/2023 Capsule O'Reilly Automotive Inc 700-0000-4140 5.41 1/5/2023 Capsule O'Reilly Automotive Inc 101-1320-4120 46.92 1/5/2023 10oz Deicer O'Reilly Automotive Inc 101-1550-4140 79.55 1/5/2023 New MAF O'Reilly Automotive Inc 101-1550-4140 25.60 1/5/2023 Fuel Filter 19.63 1/5/2023 O'Reilly Automotive Inc 19.63 Panera Bread 101-1120-4381 102.87 12/16/2022 Westwood Church and city Leadership meeting 102.87 12/16/2022 Panera Bread 102.87 Parry City 101-1614-4130 12.35 12/16/2022 Blk Mtl Curtain Blk Plastic Party City 101-1220-4290 27.38 12/16/2022 gift wrap for Toys for Tots collection boxes Parry City 101-1614-4130 6.98 12/16/2022 Halloween party tablecloths AP - Check Detail-ACH (1/17/2023) Page 17 of 25 105 Last Name Acct 1 Amount Check Date Description Parry City 101-1530-4130 21.48 12/16/2022 Plastic table cover roll 68.19 12/16/2022 Parry City 68.19 PayPal 101-1310-4120 120.15 12/16/2022 Count Buddy Nozzle Caps 120.15 12/16/2022 PayPal 120.15 PC World Magazine 101-1160-4210 19.97 12/16/2022 PC World Subscription Renewal 19.97 12/16/2022 PC World Magazine 19.97 Pizzaioli 101-1310-4372 39.49 12/16/2022 Working lunch 39.49 12/16/2022 Pizzaioli 39.49 Polimorphic, Inc 101-1123-4300 2,597.70 12/16/2022 CRM software 2,597.70 12/16/2022 Polimorphic, Inc 2,597.70 Postmaster 101-1160-4530 6.00 12/16/2022 Postage/Tracking for HP Store return part Postmaster 101-1220-4330 60.00 12/16/2022 Stamps Postmaster 700-0000-4330 5.40 12/16/2022 AA Mail Water Sample 71.40 12/16/2022 AP - Check Detail-ACH (1/17/2023) Pagge 18 of 25 106 Last Name Acct 1 Amount Check Date Description Postmaster 71.40 Potbelly Sandwich Shop 101-1180-4372 136.16 12/16/2022 Precinct 1 Election Judges Dinner Potbelly Potbelly Sandwich Shop 101-1180-4372 136.16 12/16/2022 Precinct 6 Election Judges Dinner Potbelly Potbelly Sandwich Shop 101-1180-4372 272.33 12/16/2022 Precincts 3 and 5 Election Judges Dinner Potbelly Potbelly Sandwich Shop 101-1180-4372 124.83 12/16/2022 Precinct 2 Election Judges Dinner Potbelly Potbelly Sandwich Shop 101-1180-4372 136.16 12/16/2022 Precinct 4 Election Judges Dinner Potbelly 805.64 12/16/2022 Potbelly Sandwich Shop 805.64 Potentia MN Solar 700-0000-4320 1,070.52 1/12/2023 Monthly Service - 11/01/22 - 11/30/22 Potentia MN Solar 101-1170-4320 1,571.03 1/12/2023 Monthly Service - 11/01/22 - 11/30/22 Potentia MN Solar 101-1190-4320 2,025.59 1/12/2023 Monthly Service - 11/01/22 - 11/30/22 4,667.14 1/12/2023 Potentia MN Solar 4,667.14 Pro-Tec Design, Inc. 101-1160-4136 491.00 1/5/2023 Proximity Cards - Access Control System 491.00 1/5/2023 Pro-Tec Design, Inc. 491.00 Rey Azteca 101-1123-4381 16.36 12/16/2022 Mccting with Virginia Rutter from Clean Energy Economy MN 16.36 12/16/2022 Rey Azteca 16.36 Saferite Solutions 720-7207-4150 -43.12 12/16/2022 "Stretch Shock Absorbing 6"" Lanyard Tongue Buckle Belt with Flo Saferite Solutions 101-1320-4120 -43.13 12/16/2022 "Stretch Shock Absorbing 6"" Lanyard Tongue Buckle Belt with Flo Saferite Solutions 101-1320-4120 285.30 12/16/2022 "Stretch Shock Absorbing 6"" Lanyard Tongue Buckle Belt with Flo Saferite Solutions 720-7207-4150 285.30 12/16/2022 "Stretch Shock Absorbing 6"" Lanyard Tongue Buckle Belt with Flo AP - Check Detail-ACH (1/17/2023) Page 19 of 25 107 Last Name Acct 1 Amount Check Date Description 484.35 12/16/2022 Saferite Solutions 484.35 Sam's Club 101-1560-4112 140.75 12/16/2022 Food and supplies for Annual Veteran's Day Breakfast Sam's Club 101-1560-4112 209.33 12/16/2022 Pancake mix variety pack apple juice half & half french vanilla 350.08 12/16/2022 Sam's Club 350.08 Sand Creek EAP, LLC. 101-1120-4040 156.25 1/5/2023 Employee Assistance Program Sand Creek EAP, LLC. 101-1310-4040 187.50 1/5/2023 Employee Assistance Program Sand Creek EAP, LLC. 101-1600-4040 62.50 1/5/2023 Employee Assistance Program Sand Creek EAP, LLC. 101-1550-4040 250.00 1/5/2023 Employee Assistance Program Sand Creek EAP, LLC. 101-1560-4040 31.25 1/5/2023 Employee Assistance Program Sand Creek EAP, LLC. 101-1170-4040 31.25 1/5/2023 Employee Assistance Program Sand Creek EAP, LLC. 720-0000-4040 62.50 1/5/2023 Employee Assistance Program Sand Creek EAP, LLC. 101-1320-4040 250.00 1/5/2023 Employee Assistance Program Sand Creek EAP, LLC. 101-1130-4040 156.25 1/5/2023 Employee Assistance Program Sand Creek EAP, LLC. 101-1250-4040 218.75 1/5/2023 Employee Assistance Program Sand Creek EAP, LLC. 101-1220-4483 906.25 1/5/2023 Employee Assistance Program Sand Creek EAP, LLC. 101-1311-4040 31.25 1/5/2023 Employee Assistance Program Sand Creek EAP, LLC. 101-1220-4040 281.25 1/5/2023 Employee Assistance Program Sand Creek EAP, LLC. 101-1160-4040 93.75 1/5/2023 Employee Assistance Program Sand Creek EAP, LLC. 700-0000-4040 171.88 1/5/2023 Employee Assistance Program Sand Creek EAP, LLC. 101-1420-4040 125.00 1/5/2023 Employee Assistance Program Sand Creek EAP, LLC. 101-1123-4040 31.25 1/5/2023 Employee Assistance Program Sand Creek EAP, LLC. 701-0000-4040 109.37 1/5/2023 Employee Assistance Program Sand Creek EAP, LLC. 101-1530-4040 31.25 1/5/2023 Employee Assistance Program Sand Creek EAP, LLC. 720-7201-4040 15.63 1/5/2023 Employee Assistance Program Sand Creek EAP, LLC. 101-1370-4040 93.75 1/5/2023 Employee Assistance Program Sand Creek EAP, LLC. 720-7202-4040 15.62 1/5/2023 Employee Assistance Program Sand Creek EAP, LLC. 101-1125-4040 93.75 1/5/2023 Employee Assistance Program Sand Creek EAP, LLC. 101-1312-4040 62.50 1/5/2023 Employee Assistance Program Sand Creek EAP, LLC. 101-1520-4040 31.25 1/5/2023 Employee Assistance Program 3,500.00 1/5/2023 AP - Check Detail-ACH (1/17/2023) Page 20 of 25 108 Last Name Acct 1 Amount Check Date Description Sand Creek EAP, LLC. 3,500.00 Scheels 101-1550-4240 323.91 12/16/2022 GB Winter Gloves for Staff (Restock) 323.91 12/16/2022 Scheels 323.91 Sensible Land Use Coalition 101-1420-4370 10.00 12/16/2022 training - 40th Anniversary Celebration 10.00 12/16/2022 Sensible Land Use Coalition 10.00 Southwest Metro Chamber of Commerce 101-1120-4372 40.00 12/16/2022 SW Chamber Mayors Luncheon MU Southwest Metro Chamber of Commerce 101-1110-4372 40.00 12/16/2022 SW Chamber Mayors Luncheon JM Southwest Metro Chamber of Commerce 101-1125-4372 40.00 12/16/2022 SW Chamber Mayors Luncheon SD Southwest Metro Chamber of Commerce 101-1120-4372 40.00 12/16/2022 SW Chamber Mayors Luncheon for LH 160.00 12/16/2022 Southwest Metro Chamber of Commerce 160.00 Springbrook Software 101-1130-4370 900.00 12/16/2022 Springbrook-New Finance Director Training 900.00 12/16/2022 Springbrook Software 900.00 Star Tribune 101-1220-4144 49.27 12/16/2022 This was changed without my consent there will be a refund in t Star Tribune 101-1220-4144 -49.69 12/16/2022 refund for unauthorized charge -0.42 12/16/2022 Star Tribune -0.42 SUMMIT COMPANIES 101-1170-4300 440.00 1/12/2023 Annual UL Fire Alarm Inspection AP - Check Detail-ACH (1/17/2023) Pagge 21 of 25 109 Last Name Acct 1 Amount Check Date Description SUMMIT COMPANIES 700-7043-4300 762.00 1/12/2023 Monitoring - 01/01/2023 - 12/31/2023 1,202.00 1/12/2023 SUMMIT COMPANIES 1,202.00 Sun Life Financial 701-0000-2011 28.92 1/12/2023 January, 2023 Sun Life Financial 701-0000-2037 158.64 1/12/2023 January, 2023 Sun Life Financial 101-0000-2037 1,033.60 1/12/2023 January, 2023 Sun Life Financial 700-0000-2037 158.64 1/12/2023 January, 2023 Sun Life Financial 720-0000-2011 26.83 1/12/2023 January, 2023 Sun Life Financial 700-0000-2011 45.13 1/12/2023 January, 2023 Sun Life Financial 101-0000-2011 627.12 1/12/2023 January, 2023 Sun Life Financial 101-0000-2011 17.03 1/12/2023 January, 2023 - Cobra 2,095.91 1/12/2023 Sun Life Financial 2,095.91 Sunbelt Rentals 701-0000-4410 121.81 12/16/2022 JJ Electric Sewer Jet for 206 Chan View Sunbelt Rentals 700-0000-4410 1,190.50 12/16/2022 BM Water Main Repair - Trench Roller 1,312.31 12/16/2022 Sunbelt Rentals 1,312.31 Target 101-1220-4381 6.00 12/16/2022 Powerade Target 101-1614-4130 153.84 12/16/2022 H&E Cookies FD Cookies Target 101-1615-4130 32.21 12/16/2022 Tree Lighting Ceremony candy canes Target 701-0000-4310 9.12 12/16/2022 Philips - JJ Computer Target 700-0000-4310 9.12 12/16/2022 Philips - JJ Computer Target 101-1614-4130 694.34 12/16/2022 Smarties Mars Wrigley childs play dumdums hershey's 904.63 12/16/2022 Target 904.63 TEQUILA BUTCHER 101-1120-4381 18.57 12/16/2022 Laurie lunch with Megan B from Krauss Anderson TEQUILA BUTCHER 101-1123-4381 18.57 12/16/2022 Samantha lunch with Megan B from Krauss Anderson AP - Check Detail-ACH (1/17/2023) Page 22 of 25 110 Last Name Acct 1 Amount Check Date 37.14 12/16/2022 TEQUILA BUTCHER 37.14 Terminal Depot 101-1160-4132 70.59 12/16/2022 70.59 12/16/2022 Terminal Depot 70.59 TurfMaker Corp 101-1320-4120 106.00 12/16/2022 106.00 12/16/2022 TurfMaker Corp 106.00 UHL Company Inc 101-1190-4530 622.50 1/5/2023 622.50 1/5/2023 UHL Company Inc 622.50 USAB1ueBook 700-7043-4160 184.91 12/16/2022 USAB1ueBook 700-7019-4160 382.51 12/16/2022 567.42 12/16/2022 USAB1ueBook 567.42 Wal-Mart 101-1560-4112 81.82 12/16/2022 81.82 12/16/2022 Wal-Mart 81.82 WSB & ASSOCIATES INC 720-0000-4300 1,715.50 1/5/2023 AP - Check Detail-ACH (1/17/2023) Description Stylus (3) Credit Card Terminals RL Nozzle for Hydro Mulcher Public Library- Service work Ammonia Chemkey JC Hach Total Amonia Chemkey Mt Olive Pickle Kraut Cheese Dip and Sauce - Octoberfest luncheo 1811 Lake Lucy Ln Wetland Violation Page 23 of 25 111 Last Name Acct I Amount Check Date Description WSB & ASSOCIATES INC 101-1311-4306 5,084.00 1/5/2023 2022 GIS/AMS Support Services WSB & ASSOCIATES INC 720-7025-4300 23,897.48 1/5/2023 2022 Pond Maintenance Project WSB & ASSOCIATES INC 601-6040-4300 32,962.76 1/5/2023 Galpin Blvd Improvement Project WSB & ASSOCIATES INC 720-7025-4300 246.00 1/5/2023 2021 Pond Maintenance Pond WSB & ASSOCIATES INC 700-0000-4300 721.00 1/5/2023 WTP Radon & Humidity Mitigation Study WSB & ASSOCIATES INC 720-0000-4300 2,745.50 1/5/2023 2022 Water Resources Support Services 67,372.24 1/5/2023 WSB & ASSOCIATES INC 67,372.24 XCEL ENERGY INC 101-1350-4320 54.46 1/5/2023 Monthly Service - 9000 Audubon Rd unit signal XCEL ENERGY INC 101-1600-4320 68.51 1/5/2023 Monthly Service - 7599 Minnewashta Pkwy XCEL ENERGY INC 101-1350-4320 27.60 1/5/2023 Monthly Service - Pedestrian Flashers XCEL ENERGY INC 101-1600-4320 109.15 1/5/2023 Monthly Service - Parks XCEL ENERGY INC 101-1350-4320 268.95 1/5/2023 Monthly Service - Service Walk Bridge, 500 Market St XCEL ENERGY INC 101-1540-4320 906.71 1/5/2023 Monthly Service - Parks XCEL ENERGY INC 101-1600-4320 227.53 1/5/2023 Monthly Service- 7598 Laredo Dr, 6950 Minnewashta Pkwy XCEL ENERGY INC 101-1350-4320 26,320.50 1/5/2023 Monthly Service - Signals/Lights XCEL ENERGY INC 101-1550-4320 243.78 1/5/2023 Monthly Service - Parks XCEL ENERGY INC 101-1350-4320 27.60 1/5/2023 Monthly Service - Pedestrian Flashers XCEL ENERGY INC 101-1350-4320 36.33 1/5/2023 Monthly Service- 1178 Lake Lucy Rd XCEL ENERGY INC 700-0000-4320 191.24 1/5/2023 Monthly Service - 6431 Hazeltine Blvd XCEL ENERGY INC 101-1350-4320 34.75 1/5/2023 Monthly Service - 1532 Lyman Blvd 28,517.11 1/5/2023 XCEL ENERGY INC 700-7043-4320 6,490.32 1/12/2023 Monthly Service - 2100 Lake Harrison Rd 6,490.32 1/12/2023 XCEL ENERGY INC 35,007.43 Zoom 101-1160-4207 85.90 12/16/2022 monthly zoom webinar charge 85.90 12/16/2022 Zoom 85.90 Zero Tools Inc 700-7019-4510 117.47 12/16/2022 Motor 1/20 HP OEM Replacement AP - Check Detail-ACH (1/17/2023) Page 24 of 25 112 Last Name Zoro Tools Inc AP - Check Detail-ACH (1/17/2023) Acct I Amount Check Date Description 117.47 12/16/2022 117.47 537,368.86 Page 25 of 25 113 City Council Item January 23, 2023 Item Resolution 2023-XX: Authorize 2023 Fleet Purchases File No. N/A Item No: E.7 Agenda Section CONSENT AGENDA Prepared By Charlie Howley, Director of Public Works/City Engineer Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council adopts a resolution authorizing 2023 Fleet purchases." Motion Type Simple Majority Vote of members present Strategic Asset Management Priority SUMMARY The city annually considers replacement of various vehicles and pieces of equipment in the city fleet that need replacement or are new additions to support our desired Level of Service to the public. The fleet must remain reliable and be the right tools for the job to maintain said Levels of Service. All of these purchases are outlined in the Capital Improvement Plan (CIP). Due to supply chain issues, some of these purchases such as the Street Sweeper and Plow Truck will be more than a year away from production. This approval request is to authorize the ordering of the vehicles/equipment, not actual payment. A summary of the 2023 purchases are shown in the following table: Item CIP # Budget Actual Delta 15,000 lbs Trailer - Replacement F-01A $10,000.00 $14,962.16 ($4,962.16) Asphalt Hot Box - Replacement F-158 $50,000.00 $46,676.00 $3,324.00 114 Item CIP # Budget Actual Delta Bobcat Toolcat - Replacement F-471 $90,000.00 $80,948.01 $99051.99 Parks Mower - Replacement F-450 $117,000.00 $116,782.38 $217.62 Track Mats & Grappler - New SWMP-062 $28,000.00 $25,557.60 $29442.40 Parks Garbage Truck & Dumpster Unit - New F-431 & 432 $77,000.00 $80,815.00 ($3,815.00) Plow Truck - Replacement F-128 $255,000.00 $273,904.00 ($18,904.00) Street Sweeper - Replacement F-136 $350,000.00 $354,396.75 ($4,396.75) TOTAL $977,000.00 $994 041.90 ' ($17,041.90) 1.7% over BACKGROUND N/A DISCUSSION N/A BUDGET The actual quotes received versus the budgeted amounts differ from item to item. As a total, the actual costs are within a reasonable degree of the budget (1.7%). Inflationary conditions have driven costs up differently for various products. Some items such as the Sweeper and Plow Truck have had material surcharges added by the manufacturers due to market conditions that were not accounted for. Each piece of equipment shown as a replacement will be sold at auction with proceeds returned as revenue. This offset revenue is not included in the budgeted amounts shown and will more than cover the identified shortage. Fund balance is large enough to absorb the cash flow required for these purchases. RECOMMENDATION Staff recommends approval of the fleet purchases for 2023. ATTACHMENTS Resolution Quotes 115 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: January 23, 2022 RESOLUTION NO: 2023-XX MOTION BY: SECONDED BY: A RESOLUTION AUTHORIZING PURCHASES OF THE SCHEDULED YEAR 2023 VEHICLES AND EQUIPMENT WHEREAS, the city manages a fleet of vehicles and equipment; and WHEREAS, the approved 2023 Capital Improvement Plan includes the purchase of various new and/or replacement vehicles and pieces of equipment; and and WHEREAS, the city obtained quotes from reputable dealers of the vehicle and equipment; WHEREAS, the quotes received are reasonably within the budgeted amounts. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby authorizes the purchases of the planned 2023 fleet and equipment. PASSED AND ADOPTED by the Chanhassen City Council this 23rd day of January, 2023. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 116 MacQueen Equipment 1125 7th Street E MACQUEEN �A� MACQUEEN �i`� EQUIPMENT r EMERGENCY Ship To: Chanhassen 2023 Elgin Broom Bear 1.16.23 Invoice To: CITY OF CHANHASSEN 7901 Park Place Chanhassen MN 55313 St Paul, MN 55106 651-645-5726 • 800-832-6417 Branch 01 - ST PAUL MN Date Time Page 01/17/2023 13:18:50 (0) 1 Account No Phone No Est No 00 �02869 CHANH001 9522271140 Ship Via Purchase Order PURCHASE ORDER Tax ID No Salesperson AARON WINDSETH 171 EQUIPMENT ESTIMATE - NOT AN INVOICE Description ** Q U 0 T E ** EXPIRY DATE: 02/15/2023 Amount NEW 2023 ELGIN BROOM BEAR WITH 2O23 FREIGHTLINER CHASSIS 354396.75 PER SOURCEWELL "ELGIN SWEEPER" CONTRACT #093021-ELG/ CITY OF CHANHASSEN SOURCEWELL MEMBER ID ID# 25666 TO INCLUDE ALL STANDARD OPTIONS AND THE FOLLOWING ADDITIONAL OPTIONS: * 2023 Elgin Broom Bear Single Engine With 2023 Freightliner Chassis $349,356.75 * Chassis Battery Disconnect Mirrors, West Coast type with 12" convex inserts ,one each side Standard Electric Horn In Cab Air Restriction Gauge for Chassis Strip Main Broom (URB) Hydraulic Sidebroom With Hydraulic Mainbroom Suspension Hydraulic Float Mainbroom Suspension Sidebroom Tilt Option Left Hand Inluding Indicator Sidebroom Tilt Option Right Hand Inluding Indicator Air Purge for Water System In -Cab Function Control for Sidebroom Water Rubber Dirt Shoes Hydraulic Oil Temperature Display Hopper Full Indicator (volumetric) Midwest Autolube Sweeper Only Package 6 : Dual Rear/Single Hopper Beacon; LED with Guard & Arrowstick Package A : LED Stop/Tail/Turn Lights Package C : (2) Rear Low Mounted Oval Amber LED Flashers Package D : (2) Rear High Mounted Oval Amber LED Flashers Cameras - (1) Rear and (2) Front Slow Moving Vehicle Sign Chassis Mounting Charge * Non -Contract Items: VisitUs0n/ine www. macqueengroup. com 117 AA /► /'� ccA, MacQueen Equipment MACQUEEN MACQUEEN 1125 7th Street E 40 EQUIPMENT EMERGENCY StPaul, MN 55106 651-645-5726 • 800-832-6417 Ship To: Chanhassen 2023 Elgin Broom Bear 1.16.23 Invoice To: CITY OF CHANHASSEN 7901 Park Place Chanhassen MN 55313 Branch 01 - ST PAUL MN Date Time Page 01/17/2023 13:18:50 (0) 2 Account No Phone No Est No 00 CHANH001 9522271140 Q02869 Ship Via Purchase Order PURCHASE ORDER Tax ID No Salesperson AARON WINDSETH 171 EQUIPMENT ESTIMATE - NOT AN INVOICE Description ** Q U O T E ** EXPIRY DATE: 02/15/2023 Amount Freight to MN $2,075.00 PDI $1,200.00 Training 2 Days $1,600.00 Delivery to Chanhassen $165.00 * Price includes Sourcewell Discount of $6,878.25 Authorization: Subtotal: 354396.75 Quote Total: 354396.75 QUOTED PRICES ARE BASED ON CURRENT COSTS AND THEREFORE SUBJECT TO CHANGE WITH WRITTEN NOTICE TO ACCOUNT FOR PRICING CHANGES BEYOND SELLER'S CONTROL VisitUs0n/ine www. macqueengroup. com 118 4 9 CITY OF CHANHASSEN Purchase Order No. use empid 7700 MARKET BLVD" PO BOX 147 MY I OF CHANHASSEN, MN 55317 CAAMSSEN 952-227-1140 fax 952-227-1170 ' - PURCHASE ORDER Vendor SLp ip To [Address me �..�gY�ocr�r,_h�F- _ _ St _ZIP St ZIP ne ty Units r Description �r 1 lc,r Unit Price ! TOTAL 14ci I I � I 1 -- - -- SubTotal i r ayine'" LJC LG115 OO Check O Cash O Account No. O Credit Card Name CC # Exp Date BUDGET CODE # rApproval Department Head Signature City Manager Signature NoteSIRPnIark-- Order No Sales Rep Date Ship Via Shipping & Handling I Taxes State i TOTAL 119 .LLI� ` FELLING TRAILERS, INC. 1525 Main Street South, Sauk Centre, MN 56378 Phone: 800-245-2809—www.fellin .com 609MCar�s90aetlh�*+• W8ElIMM�lEXPBIIS•201974 ATTENTIO Juston Lano Shio To: Phone: Minnesota State Contract T-603-206478 FAX: City of Chanhassen 01/16/2023 Quote Shipping Nr certified WBENC 1000-F waxErrs wsuVcss�aemsc Quote Valid for 7 Days Reference No: 244578JDM MN State Contract Notes City of Chanhassen State contract cost of 244577JDM Bill to: Minnesota State Contract T-603- 206478 Lano Equipment Inc. 3021 West 133rd Shakopee, Minnesota 55379 Jacob Meyer 12% • 0% Net Due 30 Days Drawing No: Copy No: Part No: MRP No: Smart No: 51824 Customer Unit/Stock: Phone: FAX: 69 (weeks) FT-16 I Drop Deck- Ramp OVL Length 24 Appx Wgt + 4,400 Ibs item Type Options Desc-"pt"" Add Qty Unit Total Qtyqw-- Total Amt Base Trailer FT-16 I Each 0 $12,767.00 Deck Add Deck Length Feet 18 $0.00 Length Frame Type ,/ 3" Angle Lip Down on Each Side of Trailer Opt 1 $136.00 Deck Type White Oak 2" Nom Std 1 $0.00 Ramps; ✓ 60" Overall, Split Full Width Mesh Top (Exp Metal Pair 1 $1,265.00 Rear 3.14#) Spring Assist with Tread Plate Approach Plate Ramps, Acc Full Width Ramp Rod Std 1 $0.00 Appx Deck ✓ 23" Loaded, 26" Unloaded (Torsion) Inches 1 $0.00 Width 102" OD, 83" ID Std 1 50.00 Tie Downs •/ D-Rings, 5/8" Straight 2 Std 10 $102.00 Tie Downs ,/ Rub Rail & Stake Pockets Feet 18 $468.00 Brakes Electric, FSA (Fwd Self Adj) On All Axles Std 1 $0.00 Axles 8K Oil Bath Drop Stcl 2 $0.00 Suspension ,/ Rubber Torsion, 42" Spread Opt 1 $297.00 Tires & Wheels Hitch Length Hitch Height 215/75R 17.5 H, 8 Bolt [17.5 x 6.75] Plate Wheel Center of Coupler to Headboard, Appx Approximate Adjustment Hitch Range 14.5" to 23.5" (23" to 28" if Hyd) Each Feet Std 4 5 1 $0.00 $0.00 $0.00 Hitch Type •r 2 5/16" Ball Adjustable, [B] 25,000lb Plate Mount Opt 1 $150.00 Jack 12K w/ Spring Loaded Drop Leg, Side Wind Std 1 $0.00 Plug 7 Pole RV Std 1 $0.00 Lights LED,4 tail light system, Sealed Wiring Harness Std 1 $0.00 Trailer Color Felling Black # CCA945378 (White Felling Decal) Std 1 $0.00 Standard 3/8" Safety Chains, Grade 70 Std 1 $0.00 Standard Document Holder Std 1 $0.00 Option Toolbox, Steel, Large 57" w x 28" 1 x 13", Bolt on with Opt 1 $674.00 Lockable Cover, 9 CU ft Option GVWR Pallet Fork Holders Mounted 36" O.D. of tubes with Fork Securement Chains 18,400 Ibs Page 1 '"x Completion Date Subject to Engineering Review Model Web Page: https://www.felling.comitrailers/construction dro - deck -trailer/ Pair 1 $598.00 Std 1 $0.00 01/16/2023 Ref. No: 244578JDM 120 ='A=1Mr1W1W/JV490 FELLING TRAILERS, INC. 1525 Main Street South, Sauk Centre, MN 56378 Phone: 800-245-2809 — www.felling.com 09001CNlfl W0MmWddS0IR'WWMNNREITIETWBiEXPHITS•S1 I974 MSO's are not released until AI� Payment Received **FOB IF NO FREIGHT charged** ** FET Tax may apply on 26,000 lb GVWR and above ** Please sign and date your acceptance of this quote: certified WBENC 1000-F wo rcs ausmcss[xrtawase l Standard List Price: $16,457.00 Dealer Discount: $1,974.84 Sub Total: $14,482.16 Tier Discount: $0.00 Sub Total after Tier: $14,482.16 Net Cost: $14,482.26 Freight: $480.00 Market Adjustment: $0.00 Other Charge (see above): $0.00 Sales Tax: $0.00 License Fees: $0.00 FET TAX (Less Tire Deduct): $0.00 TOTAL U.S.D. $14,962.26 "PRICING MAY BE SUBJECT TO MARKET ADJUSTMENT AT TIME OF INVOICE" Page 2 a—c Completion Date Subject to Engineering Review 01/16/2023 Ref. No: 244578JDM Model Web Page: httys:l/www.fellink.com/`trailerslconstruction/drop- deck-trailer 121 4 9 CITY OF C HAN HA S S E N Purchase Order No. use emp id 7700 MARKET BLVD., PO BOX 147 CHANHASSEN, MN 55317 C$Eff 952-227-1140fax 952-227-1170 PURCHASE ORDER — f-- Vendor Ship To Name AfS f 4h cou n4- r r.e E,1A Name, Address Address City St_ ZIP City St ZIP Phone Phone Qty Units ; Description ► Unit Price -!TOTAL I ,aoaq 6^C 5irrrq 3506 HD 0.5 S eC:'P;f-d Truc<< -Far PtrAc;�►5 I 1 arui—, --IAZ — Check O Cash O Account No. O Credit Card Name CC # Exp Date BUDGET CODE # Annrnval Department Head Signature City Manager Signature NntB3IRPlnarkC Order No Sales Rep Date Ship Via SubTotal ! I Shipping & Handling i I Taxes State i TOTAL 122 NORTH COUNTRY GM BOB OHARA 1 218-262-3881 1 rwohara0l@aol.com CITY OF CHAN HASSEN Prepared For: CHARLIE Vehicle: [Fleet] 2023 GMC Sierra 350OHD (TK30903) 4WD Reg Cab 142" Pro Yt. y 123 r NORTH COUNTRY GM BOB OHARA 1 218-262-3881 1 rwohara0l@aol.com Vehicle: (Fleet] 2023 GMC Sierra 350OHD (TK30903) 4WD Reg Cab 142" Pro ( Complete) Quote Worksheet Base Price Dest Charge Total Options BID ASSIST 2024 MODEL YEAR PRICE ADJUSTMENT Less Customer Discount Trade-in Sales Tax Subtotal Pre -Tax Adjustments Subtotal Discount Subtotal Trade -In Taxable Price Subtotal Taxes Subtotal Post -Tax Adjustments Total Sales Price Dealer Signature / Date Selected Model and Options MODEL CODE MODEL TK30903 2023 GMC Sierra 350OHD 4WD Reg Cab 142" Pro COLORS CODE GAZ DESCRIPTION Summit White Customer Signature / Date MSRP $46,200.00 $1,895.00 $3,725.00 $51,820.00 ($2,400 $2,000.00 /5400.001, ($4,000.00)' j $0.00 $47,420.00 $0.00 $0.00 $0.00 $47,420.00 MSRP $46,200.00 BODY CODE CODE DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT E63 Pickup bed includes bed assist step (STD) 0.00 Ibs 0.00 Ibs $0.00 This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer's input is subject to the accuracy of the input provided. Data Version: 18321. Data Updated: Dec 29, 2022 6:38:00 PM PST. Dec 30, 2022 Page 2 124 NORTH COUNTRY GM BOB OHARA I 218-262-3881 1 rwohara0l@aol.com Vehicle: [Fleet] 2023 GMC Sierra 350OHD (TK30903) 4WD Reg Cab 142" Pro ( 'Complete) REAR WHEEL CONFIGURATION CODE DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT SRW Single Rear Wheels (STD) -47.00 Ibs -144.00 Ibs $0.00 EMISSIONS CODE DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT FE9 Emissions, Federal requirements 0.00 Ibs 0.00 Ibs $0.00 ENGINE CODE DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT L8T Engine, 6.6L V8 with Direct Injection and Variable Valve Timing, 0.00 Ibs 0.00 Ibs $0.00 gasoline (401 hp [299 kW] @ 5200 rpm, 464 lb-ft of torque [629 N- m] @ 4000 rpm) (STD) TRANSMISSION CODE DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT MYD Transmission, 6-speed automatic, heavy-duty (STD) 0.00 Ibs 0.00 Ibs $0.00 GVWR CODE DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT JFN GVWR, 11,100 lbs. (5035 kg) with single rear wheels (STD) 0.00 Ibs 0.00 Ibs Inc. (Included and only available with TC30953 or TK30903 model with (L8T) 6.61- V8 gas engine. Requires single rear wheels.) r-11VII11111d CODE DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT GT4 Rear axle, 3.73 ratio (Requires (L8T) 6.61L V8 gas engine.) 0.00 Ibs 0.00 Ibs $0.00 PREFERRED EQUIPMENT GROUP CODE DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT 1SA Pro Preferred Equipment Group includes standard equipment 0.00 Ibs 0.00 Ibs $0.00 This document contains information considered Confidential between GM and Its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer's input is subject to the accuracy of the input provided. Data Version: 18321. Data Updated: Dec 29, 2022 6:38:00 PM PST. Dec 30, 2022 Page 3 125 NORTH COUNTRY GM BOB OHARA 1 218-262-3881 1 rwohara0l@aol.com Vehicle: [Fleet] 2023 GMC Sierra 350OHD (TK30903) 4WD Reg Cab 142" Pro ( complete) WHEELS CODE PYT TIRES CODE QF6 SPARE TIRE CODE ZYG PAINT CODE GAZ SEAT TYPE CODE AE7 SEAT TRIM CODE H1T DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT Wheels, 18" (45.7 cm) 8-spoke painted steel, Silver Extended 6.00 Ibs -76.00 Ibs $0.00 (STD) (Requires single rear wheels.) DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT Tires, LT275/70R18E all -terrain, blackwall (STD) (Requires single 24.00 Ibs -63.00 lbs $0.00 rear wheels.) DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT Tire, spare LT275/70R18 all -terrain, blackwall (STD) (Included and 0.00 Ibs 16.00 Ibs $0.00 only available with (QF6) LT275/70R18E all -terrain, blackwall tires with (E63) pickup bed single rear wheel models. Available to order when (ZW9) pickup bed delete and (QF6) LT275/70R18E all - terrain, blackwall tires are ordered with single rear wheel models.) DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT Summit White 0.00 Ibs 0.00 Ibs $0.00 DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT Seats, front 40/20/40 split -bench with upper covered armrest 4.00 Ibs 2.00 Ibs $0.00 storage with fixed lumbar (STD) DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT Jet Black, Cloth seat trim -1.00 Ibs -1.00 Ibs $0.00 This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer's input is subject to the accuracy of the input provided. Data Version: 18321. Data Updated: Dec 29, 2022 6:38:00 PM PST. Dec 30, 2022 Page 4 126 kA NORTH COUNTRY GM BOB OHARA 1 218-262-3881 1 rwohara0l@aol.com Vehicle: [Fleet] 2023 GMC Sierra 350OHD (TK30903) 4WD Reg Cab 142" Pro (d Complete) RADIO CODE DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT IOR Audio system, GMC Infotainment System with 7 diagonal color 0.00 Ibs touchscreen, AM/FM stereo with seek -and -scan and digital clock, includes Bluetooth streaming audio for music and select phones; featuring wired Android Auto and Apple CarPlay capability for compatible phones (STD) ADDITIONAL EQUIPMENT - PACKAGE CODE DESCRIPTION 0.00lbs $0.00 FRONT REAR MSRP WEIGHT WEIGHT VYU Snow Plow Prep/Camper Package includes (KW5) 220-amp 1.00 Ibs alternator, includes increased front GAWR on Heavy Duty models, (NZZ) skid plates (transfer case and oil pan), pass through dash grommet hole and roof emergency light provisions. Contact GM Upfitter Integration at www.gmupfiitter.com for plow installation details and assistance. Note: if ordered for Camper usage, recommend ordering (UY2) Trailering wiring provisions. (Requires 4WD model and includes (KW5) 220-amp alternator and is upgradeable to (KHF) Dual alternators (220-amp primary, 170-amp auxiliary). Not available with (F60) Heavy Duty Front Spring/Camper Package.) 0.00 Ibs ZLQ Fleet Convenience Package includes (AQQ) Remote Keyless 0.00 Ibs 0.00 Ibs Entry, (K34) cruise control, (QT5) EZ Lift power lock and release tailgate and (DBG) outside power -adjustable vertical trailering with heated upper glass, (AXG) power windows, express up/down driver, (AED) power windows, express down passenger and (AU3) power door locks (Not available with (PCI) Convenience Package. $300.00 $1,400.00 This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer's input is subject to the accuracy of the input provided. Data Version: 16321. Data Updated: Dec 29, 2022 6:38:00 PM PST. Dec 30, 2022 Page 5 127 I-M NORTH COUNTRY GM BOB OHARA 1 218-262-3881 1 rwohara0l@aol.com Vehicle: (Fleet] 2023 GMC Sierra 350OHD (TK30903) 4WD Reg Cab 142" Pro (-#/ Complete ) ADDITIONAL EQUIPMENT - MECHANICAL CODE DESCRIPTION FRONT REAR WEIGHT WEIGHT JL1 Trailer brake controller, integrated (Required with (L5P) Duramax 4.00 Ibs 3.00 Ibs 6.6L Turbo -Diesel V8 engine. Crew Cab and Double Cab models available as free flow with (L8T) 6.61- V8 gas engine. Regular Cab models Requires (PCI) Convenience Package or (ZLQ) Fleet Convenience Package. Included with (CMT) Gooseneck / 5th Wheel Prep Package.) K413 Battery, auxiliary, 730 cold -cranking amps/70 Amp-hr (Requires 0.00 Ibs 0.00 Ibs (L8T) 6.6L V8 gas engine and either (KW5) 220-amp alternator or (KHF) dual alternators. Not available with (KW7) 170-amp alternator.) KW5 Alternator, 220 amps (Included with (L5P) Duramax 6.6L Turbo- 1.00 Ibs 1.00 Ibs Diesel V8 engine or (VYU) Snow Plow Prep/Camper Package. Free flow on (L8T) 6.6L V8 gas engine.) NZZ Skid Plates protect the oil pan, front axle and transfer case 8.00 Ibs 1.00 Ibs (Included with (X31) X31 Off -Road Package or (VYU) Snow Plow Prep/Camper Package.) ADDITIONAL EQUIPMENT - EXTERIOR CODE DESCRIPTION FRONT REAR WEIGHT WEIGHT CGN Bed Liner, Spray -on Pickup bedliner (does not include spray -on 4.00 Ibs 49.00 Ibs liner on tailgate due to Black composite inner panel) (Not available with (NHT) Max Trailering Package or (ZW9) pickup bed delete. Included with (CMT) Gooseneck / 5th Wheel Prep Package. Not available with any Ship Thrus EXCEPT (VSH), (VTV), (TCH) or (TCE).) DBG Mirrors, outside power -adjustable vertical trailering with heated 0.00 Ibs 0.00 Ibs upper glass lower convex mirrors, integrated turn signals, manual folding/extending (extends 3.31" [84.25mm]), Black (Included and only available with (ZLQ) Fleet Convenience Package or (PCI) Convenience Package.) QT5 Tailgate, gate function manual with EZ Lift includes power lock and 0.00 Ibs 4.00 Ibs release, includes hitch area light (Included and only available with (PCI) Convenience Package or (ZLQ) Fleet Convenience Package. Not available with (ZW9) pickup bed delete.) MSRP $275.00 $135.00 Inc. Inc. MSRP $545.00 Inc. Inc. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer's input is subject to the accuracy of the input provided. Data Version: 18321. Data Updated: Dec 29, 2022 6:38:00 PM PST. Dec 30, 2022 Page 6 128 NORTH COUNTRY GM BOB OHARA 1 218-262-3881 1 rwohara0l@aol.com Vehicle: [Fleet] 2023 GMC Sierra 350OHD (TK30903) 4WD Reg Cab 142" Pro ( Complete) ADDITIONAL EQUIPMENT - INTERIOR CODE DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT 91-7 Upfifter switch kit, (5) Provides 3-30 amp and 2-20 amp 0.00 Ibs 1.00 Ibs $150.00 configurable circuits to facilitate installation of aftermarket electrical accessories. Kit with all required parts will be shipped loose with the truck for installation by the dealer or upfitter at customer expense. Installation instructions and technical assistance available at www.gmupfitter.com. AED Window, power front, passenger express down (Standard on Crew 0.00 Ibs 0.00 Ibs Inc. Cab and Double Cab. On Regular Cab, included and only available with (PCI) Convenience Package or (ZLQ) Fleet Convenience Package.) AQQ Remote Keyless Entry (Included and only available with (PCI) 0.00 Ibs 1.00 Ibs Inc. Convenience Package or (ZLQ) Fleet Convenience Package.) AU3 Door locks, power (Standard on Crew Cab and Double Cab. On 0.00 Ibs 0.00 Ibs Inc. Regular Cab, included and only available with (PCI) Convenience Package or (ZLQ) Fleet Convenience Package.) AXG Window, power front, drivers express up/down (Standard on Crew 0.00 Ibs 0.00 Ibs Inc. Cab and Double Cab. On Regular Cab, included and only available with (PCI) Convenience Package or (ZLQ) Fleet Convenience Package.) K34 Cruise control, steering wheel -mounted (Included with (PCI) 0.00 Ibs 0.00 Ibs Inc. Convenience Package, (ZLQ) Fleet Convenience Package or (RGE) Safety Essentials Package.) KC9 Power outlet, bed mounted, 120-volt (400 watts shared with (KI4) 0.00 Ibs 2.00 Ibs Inc. instrument panel mounted power outlet) (Included and only available with (KI4) 120-volt AC power outlet. Not available with (ZW9) pickup bed delete.) KI4 Power outlet, instrument panel, 120-volt (400 watts shared with 2.00 Ibs 1.00 Ibs $225.00 (KC9) bed mounted power outlet) (Requires (PCI) Convenience Package or (ZLQ) Fleet Convenience Package.) ADDITIONAL EQUIPMENT - LPO CODE DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT RVS LPO, Black tubular assist steps, 4" round (dealer -installed) (Not 25.00 Ibs 25.00 Ibs $695.00 available with any other RPO or LPO assist step.) Options Total 31.00 Ibs-178.00 Ibs $3,725.00 Price Summary This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer's input is subject to the accuracy of the input provided. Data Version: 18321. Data Updated: Dec 29, 2022 6:38:00 PM PST Dec 30, 2022 Page 7 129 NORTH COUNTRY GM BOB OHARA 1 218-262-3881 1 rwohara0l@aol.com Vehicle: [Fleet] 2023 GMC Sierra 350OHD (TK30903) 4WD Reg Cab 142" Pro ( .-complete ) PRICE SUMMARY MSRP Base Price $46,200.00 Total Options $3,725.00 Vehicle Subtotal $49,925.00 Destination Charge $1,895.00 Grand Total $51,820.00 This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer's input is subject to the accuracy of the input provided. Data Version: 18321. Data Updated: Dec 29, 2022 6:38:00 PM PST. Dec 30, 2022 Page 8 130 NORTH COUNTRY GM BOB OHARA 1 218-262-3881 1 rwohara0l@aol.com Vehicle: [Fleet] 2023 GMC Sierra 350OHD (TK30903) 4WD Reg Cab 142" Pro (d Complete ) Standard Equipment Package Mechanical Exterior Trailering Package includes trailer hitch, 7-pin and 4-pin connectors and (CTT) Hitch Guidance (Deleted when (ZW9) pickup bed delete is ordered.) Engine, 6.6L V8 with Direct Injection and Variable Valve Timing, gasoline (401 hp [299 kW] @ 5200 rpm, 464 lb- ft of torque [629 N-m] @ 4000 rpm) (STD) Transmission, 6-speed automatic, heavy-duty (STD) Rear axle, 3.73 ratio (Requires (L8T) 6.6L V8 gas engine.) Pickup bed includes bed assist step (STD) (Deleted when (ZW9) pickup bed delete is ordered.) GVWR, 11,100 lbs. (5035 kg) with single rear wheels (STD) (Included and only available with TC30953 or TK30903 model with (L8T) 6.6L V8 gas engine_ Requires single rear wheels.) Air filter, heavy-duty Air filtration monitoring Transfer case, two -speed electronic shift with push button controls (Requires 4WD models.) Auto -locking rear differential Four wheel drive Cooling, external engine oil cooler Cooling, auxiliary external transmission oil cooler Battery, heavy-duty 720 cold -cranking amps/80 Amp-hr maintenance -free with rundown protection and retained accessory power (Included and only available with (L8T) 6.6L V8 gas engine.) Alternator, 170 amps (Requires (L8T) 6.61L V8 gas engine.) Recovery hooks, front, frame -mounted, Black Frame, fully -boxed, hydroformed front section and a fully -boxed stamped rear section Suspension Package (Not available with (X31) Off -Road Package.) Steering, Recirculating Ball with smart flow power steering system Brakes, 4-wheel antilock, 4-wheel disc with DURALIFE rotors Brake lining wear indicator Capless Fuel Fill (Requires (L8T) 6.6L gas V8 engine. Not included with (ZW9) pickup bed delete.) Wheels, 18" (45.7 cm) 8-spoke painted steel, Silver Extended (STD) (Requires single rear wheels.) Tires, LT275/70R18E all -terrain, blackwall (STD) (Requires single rear wheels.) This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer's input is subject to the accuracy of the input provided. Data Version: 18321. Data Updated: Dec 29, 2022 6:38:00 PM PST Dec 30, 2022 Page 9 131 NORTH COUNTRY GM BOB OHARA 1 218-262-3881 1 rwohara0l@aol.com Vehicle: [Fleet] 2023 GMC Sierra 350OHD JK30903) 4WD Reg Cab 142" Pro ( complete) Exterior Entertainment Tire, spare LT275/70R18 all -terrain, blackwall (STD) (Included and only available with (QF6) LT275/70R18E all - terrain, blackwall tires with (E63) pickup bed single rear wheel models. Available to order when (ZW9) pickup bed delete and (QF6) LT275/70R18E all -terrain, blackwall tires are ordered with single rear wheel models.) Single Rear Wheels (STD) Tire carrier lock keyed cylinder lock that utilizes same key as ignition and door (Deleted with (ZW9) pickup bed delete.) Bumper, front chrome lower Bumper, rear chrome with bumper CornerSteps CornerStep, rear bumper Bed Step, Black integrated on forward portion of bed on driver and passenger side (Not available with (ZW9) pickup bed delete.) Moldings, beltline, Black Cargo tie downs (12), fixed, rated at 500 Ibs per corner Grille, Chrome surround with Black mesh Headlamps, LED reflector with incandescent turn signals and LED signature Daytime Running Lamps Taillamps, LED tail and SRW are incandescent stop, turn and reverse light and DRW are LED stop, turn and reverse light Lamps, cargo area, cab mounted integrated with center high mount stop lamp, with switch in bank on left side of steering wheel Mirrors, outside high -visibility vertical trailering lower convex mirrors, manual-folding/extending (extends 3.31" [84.25mm]), molded in Black Glass, solar absorbing, tinted Door handles, Black grained Tailgate, standard (Deleted with (ZW9) pickup bed delete.) Tailgate and bed rail protection caps, top (Deleted with (ZW9) pickup bed delete.) Tailgate, locking, utilizes same key as ignition and door (Included and only available with (QK1) standard tailgate. Deleted with (ZW9) pickup bed delete.) Tailgate, gate function manual, no lift assist (Deleted with (ZW9) pickup bed delete.) Audio system, GMC Infotainment System with 7" diagonal color touchscreen, AM/FM stereo with seek -and -scan and digital clock, includes Bluetooth streaming audio for music and select phones; featuring wired Android Auto and Apple CarPlay capability for compatible phones (STD) Audio system feature, 2-speakers (Requires Regular Cab model.) Bluetooth for phone connectivity to vehicle infotainment system This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer's input is subject to the accuracy of the input provided. Data Version: 18321. Data Updated: Dec 29, 2022 6:38:00 PM PST Dec 30, 2022 Page 10 132 NORTH COUNTRY GM BOB OHARA 1 218-262-3881 1 rwohara0l@aol.com Vehicle: [Fleet] 2023 GMC Sierra 350OHD (TK30903) 4WD Reg Cab 142" Pro (O' complete ) Interior Safety -Mechanical Safety -Exterior Safety -interior Seats, front 40/20/40 split -bench with upper covered armrest storage with fixed lumbar (STD) Seat trim, Vinyl Seat adjuster, driver 4-way manual Seat adjuster, passenger 4-way manual Floor covering, rubberized -vinyl (Not available with LPO floor liners.) Steering wheel, urethane Steering column, Tilt -Wheel, manual with wheel locking security feature Instrument cluster, 6-gauge cluster featuring speedometer, fuel level, engine temperature, tachometer, voltage and oil pressure Driver Information Center, 3.5" diagonal monochromatic display Exterior Temperature Display located in radio display Windows, manual (Standard on Regular Cab model. Crew Cab and Double Cab models have power windows standard.) Door locks, manual (Requires Regular Cab model.) Power outlet, front auxiliary, 12-volt USB ports, 2 (first row) located on instrument panel Air conditioning, single -zone Mirror, inside rearview, manual tilt Assist handles, front A -pillar mounted for driver and passenger, rear B-pillar mounted StabiliTrak, stability control system with Proactive Roll Avoidance and traction control includes electronic trailer sway control and hill start assist Daytime Running Lamps LED signature lighting Airbags, Dual -stage frontal airbags for driver and front outboard passenger; Seat -mounted side -impact airbags for driver and front outboard passenger; Head -curtain airbags for front and rear outboard seating positions; Includes front outboard Passenger Sensing System for frontal outboard passenger airbag (Always use seat belts and child restraints. Children are safer when properly secured in a rear seat in the appropriate child restraint. See the Owner's Manual for more information.) Rear Vision Camera (Deleted with (ZW9) pickup bed delete.) Hitch Guidance dynamic single line to aid in truck trailer alignment for hitching (Deleted with (ZW9) pickup bed delete.) This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer's input is subject to the accuracy of the input provided. Data Version: 18321. Data Updated: Dec 29, 2022 6:38:00 PM PST. Dec 30, 2022 Page 11 133 NORTH COUNTRY GM BOB OHARA 1 218-262-3881 1 rwohara0l@aol.com Vehicle: [Fleet] 2023 GMC Sierra 350OHD (TK30903) 4WD Reg Cab 142" Pro ( Complete ) Safety -Interior Processing -Other WARRANTY Teen Driver.a configurable feature that lets you activate customizable vehicle settings associated with a key fob, to help encourage safe driving behavior. It can limit certain available vehicle features, and it prevents certain safety systems from being turned off. An in -vehicle report card gives you information on driving habits and helps you to continue to coach your new driver Tire Pressure Monitoring System with Tire Fill Alert (does not apply to spare tire) Trailering Information Label provides max trailer ratings for tongue weight, conventional, gooseneck and 5th wheel trailering (Not available with (ZW9) pickup bed delete.) Warranty Note: <<< Preliminary 2023 Warranty >>> Basic Years: 3 Basic Miles/km: 36,000 Drivetrain Years: 5 Drivetrain Miles/km: 60,000 Drivetrain Note: HD Duramax Diesel: 5 Years/100,000 Miles; Qualified Fleet Purchases: 5 Years/100,000 Miles Corrosion Years (Rust -Through): 6 Corrosion Years: 3 Corrosion Miles/km (Rust -Through): 100,000 Corrosion Miles/km: 36,000 Roadside Assistance Years: 5 Roadside Assistance Miles/km: 60,000 Roadside Assistance Note: HD Duramax Diesel: 5 Years/100,000 Miles; Qualified Fleet Purchases: 5 Years/100,000 Miles Maintenance Note: 1 Year/1 Visit This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer's input is subject to the accuracy of the input provided. Data Version: 18321. Data Updated: Dec 29, 2022 6:38:00 PM PST. Dec 30, 2022 Page 12 134 CITY OF C HAN HA S S E N Purchase Order No. use emp id 7700 MARKET BLVD., PO BOX 147 Crff OF CHANHASSEN, MN 55317 CHANWSEN 952-227-1140 fax 952-227-1170 �— PURCHASE ORDER — Vendor. Ship To LNameM i�Nameddess Address ty St_ ZIP City St ZIP one Phone Qty Units I Description I Unit Price I TOTAL I Pp-rK-i v+,s SAT- 750 6 Cvb;c 33395, licwa Avmps+trr Umij, cc S SP�c�.E'I�cd 1 I ' Q v ofe,s i I i Payment Details -- SubTotal Shipping & Handling (9) Check O Cash Taxes State ! i O Account No. O Credit Card TOTAL Name CC # Exp Date BUDGET CODE # — Approval — —_ Department Head Signature City Manager Signature Notes/Remarks Order No Sales Rep jDate Ship Via 135 333 2nd Street NE Quote / Order # 011123-008 e D Hopkins, MN 65343-8337 Date Issued: 01/11/23 D 952-938-5451 Quote Expires On: Fax: 952-938-0159 Salesman: S. Anderson Equipment & S• • www.abmeauip.com Custom Truck Equipment For The Utdiry, Construction, Municipal And Refuse Industries City of Chanhassen Terms: 7901 Park Place PO #: Chanhassen, MN 55317 Phone: 952-292-4694 Fax: Attn: Charlie Siegle E-mail: CsieoelCa,ci,chanhassen.mn.us Qty. Description unit trice 1 Perkins SAT-750 6 cubic yard dumper unit to include the following: - 6 cu yd capacity - 4,000 Ibs capacity -12 volt power pack - 25' 0 gauge wire - Grabber style tipper (6098) - Full hydraulic metal sweep cover kit - Painted White $31,990.00 1 Installation $1,405.00 TOTAL FOB: HOPKINS, MN $33,395.00 *Due to extended lead times and the volatility of the market, we reserve the right to impose a surcharge on the quoted price. We are experiencing surcharges from our suppliers and it has become necessary to pass these on to our customers. ABM Equipment will inform you of these surcharges prior to beginning of the build for your order. If ABM Equipment is unable to proceed iwith the build at the scheduled time due to unavailability of the chassis, ABM Equipment will invoice the customer for the cost of the equipment on hand and payment will be due per our normal terms. ABOVE PRICES DO NOT INCLUDE ANY APPLICABLE TAXES DISCLAIMERS Any warranties on the products sold hereby are those of the manufacturer. As between this retail seller and buyer, all products are sold in an AS IS condition. The entire risk as the quality of the product Is with the buyer. Seller does expressly refrain from making any representation or warranties and does hereby disclaim any and all warranties, express or Implied. Including any implied warranty of merchantability or fitness for a particular purpose, whether arising from statute, common law, custom or otherwise. The remedy set forth In this agreement shall be the exclusive remedy available to any person. No person has the authority to bind the seller to any representation or warranty other than this disclaimer, This disclaimer by this seller In no way affects the terms of the manufacturer's warranty. The seller shall not be liable for any consequential damages resulting from the use of this product or caused by any defect, failure or malfunction of any product, whether a claim for such damage is based upon warranty, contract, negligence or otherwise. The seller shall not be liable for any loss of profit, wages, earnings, employment, contracts or otherwise. The buyer acknowledges being Informed of the above disclaimer prior to sale. Acceptance Signature: Print Name: Date: Seller 136 21390 Heywood Ave JL43HWAY Lakeville, MN 55044 952-938-2889 ® www.highwaymfQ.eom January 12, 2023 Quote: 11223-009 City of Chanhassen 7901 Park Place Chanhassen, MN 55317 Attn: Charlie Siegle 952-292-4694 E-mail: CSie el ci.chanhassen.mn.us One (1) Perkins SAT-750 Dumper Unit - 4,000 LBS Capacity - 6 Cubic Yard Capacity - 12 Volt Power Pack - Grabber Style Tipper - 25 FT Wire For Power - Hydraulic Metal Sweep Cover Kit - Painted White - Installed on Suitable Chassis TOTAL (Less Tax) S33,980.00 Thank you for your interest in our equipment. Please let us know if you have any additional information. Regards, Highway Mfg. 137 CITY OF CHANHASSEN 7700 MARKET BLVD., PO BOX 147 Crff OF CHANHASSEN, MN 55317 cawwm 952-227-1140 Fax 952-227-1170 Vendor [Address me yone Purchase Order No. use emp Id PURCHASE ORDER Ship To Name Address St— ZIP City St ZIP Phone aty Units I Description I Unit Price I TOTAL I SSP1-f Llvb ' ?I;p 1� �rer+ti�it �66Ib, i 1 t � .I SubTotal { I rayniefn uuians Check O Cash O Account No. O Credit Card Name CC # Exp Date BUDGET CODE # Annrovat Department Head Signature City Manager Signature Notes/Remarks Order No Sales Rep Date Ship Via Shipping & Handling i Taxes State i TOTAL 138 TO Charlie Siegel CO.MPANY City of Chanhassen EMAIL _]CITY, CONTRACT: MN Dot Contract Pricine DATE 1/10/2023 # SSPH-4.0 EARLIEST SHIP FOB 1 150-220 DAYS ARO FACTORY I DESCRIPTIONITEM CITY Stepp Slip -in Style Premix Heater-SSPH Hot Pack 4.0 Cu Yard 5.4 ton 711 SALES REPRESENTATIVE CARL ABBOTT UNIT TOTALTOTAL $ 39,485.00 1 $ 39,485.00 Each base unit includes Diesel Burner, Automatic Temperature Controls, Diesel Burner Enclosure 11 600.00 600.00 Battery Charger 11 600.00 600.00 Hydraulic Top and Discharge Doors (must have central hyd system on truck) 1 3,420.00 3,420.00 Washdown System 1 908.00 908.00 Hose Reel for Washdown 1 679.00 679.00 Shovel Cleaning Compartment (shipped loose) 1 884.00 884.00 NOTE: CANNOT PROCESS ORDER UNTIL SPECIFIED Subtotal PAINT: Black LIGHT PLUG: 7 Pin RV HITCH: All prices herein quoted are exclusive of sales, use, and other excise taxes. All such taxes, % Tax and any other taxes measured in whole or part, by gross receipts applicable to this Freight transaction are to be borne by the purchaser. All export, import, and other duties, tariffs, Total Due $ 46,576.00 100.00 $ 46,676.00 and customs shall be paid for by the purchaser. If exemption is claimed by the purchaser from any of the foregoing, the purchaser shall furnish satisfactory proof of such exemption. *Please note: This quote is valid for 20 days from the above date. instructions: Ordered By Signature Approved By Signature I NTERNAI IICE ANIY: Stepp Order # Down Payment Amount: Date Ordered Credit Card Card Type Delivery Date P. O. # Card Number: On Terms Ix Ship Via Letter of Credit 139 CITY OF C HAN HAS S E N Purchase Order No. use emp id 7700 MARKET BLVD., PO BOX 147 CHANHASSEN, MN 55317 CHANWSEN 952-227-1140fax 952-227-1170 PURCHASE ORDER -- Vendor Ship To Name L4&,o Ej ";- M �� -- LAddress Address City St ZIP St ZIP Phone Qty Units ; Description I Unit Price -!TOTAL I 1, V WSG Babe-6--t- To & / C A;+ w% � ac Kee,-F 'F 8 f'ab rw C". rdyniein ueidns O Check O Cash O Account No=Date O Credit Card Name CC # Ex BUDGET CODE # Annroval Department Head Signature City Manager Signature Notes/Remarks Order No Sales Rep Date Ship Via I'Ma1 SubTotal i 1 Shipping & Handling J Taxes State TOTAL Q 140 ,*, Bobcat. Ship to City of Chanhassen 7700 Market Blvd. P.O. Box 147 Chanhassen, MN 55317 Phone: (952) 227-1300 Fax: (952) 639-4944 Email: abeers@ci.chassen.mn.us Bobcat Dealer Product Quotation Quotation Number: 33596DO33886 Date: 2023-01-16 08:34:08 Bill To Lano Equipment, Inc, Shakopee, City of Chanhassen MN 7700 Market Blvd. 3021 133RD STREET WEST P.O. Box 147 SHAKOPEE MN 55379-9281 Chanhassen, MN 55317 Phone: (952) 445-6310 Phone: (952) 227-1300 Fax: (952) 496-0263 Fax: (952) 639-4944 Contact: Juston Lano Phone: 952-445-6310 Fax: 952-224-5719 Cellular: 952-292-5227 E Mail: justonl lanoe ui mentinc.com Description Part No Qty Price Ea. Total Bobcat UW56 M1225 1 $73,074.00 $73,074.00 Deluxe Road Package M1225-POI-COI 1 $2,955.00 $2,955.00 Deluxe Road Package includes: Backup Alarm, Turn Signals, Flashers, Tail Lights, Brake Lights, Rear view mirror, Side Mirrors, Horn, Rear work lights, and headlights High Flow Package M1225-R03-0O2 1 $1,736.00 $1,736.00 29 X 12.5 Turf Tires M1225-M-c05 1 $860.00 $860.00 Heavy Duty Battery M1225-R07-0O2 1 $100.00 $100.00 Attachment Control M1225-R08-0O2 1 $255.00 $255.00 Power Bob-Tach M1225-R14-0O3 1 $1,150.00 $1,150.00 Radio Option M1225-R15-0O2 1 $565.00 $565.00 Traction Control M1225-R16-0O2 1 $605.00 $605.00 Rear View Camera M1225-R20-Col 1 $375.00 $375.00 Engine Block Heater M1225-Ao1-CO2 1 $145.00 $145.00 Interior Trim M1225-Ao1-Co4 1 $215.00 $215.00 68" Heavy Duty Bucket 7272679 1 $1,712.00 $1,712.00 --- Bolt -On Cutting Edge, 68" 6718006 1 $278.01 $278.01 84" Angle Broom 7337715 1 $8,904.00 $8,904.00 Total of Items Quoted Dealer P.D.I. Freight Charges Other Charges: Discount Material and Logistics LAND EQUIPMENT Quote Total - US dollars Notes: $92,929.01 $200.00 $1,759.00 $0.00 ($13,940.00) $80,948.01 All prices subject to Chan a without prior notice or obligation. This price quote su ersedes all preceding price quotes. Customer Acceptance: Purchase Order: Authorized Signature: Print: Date: 141 CITY OF CHANHASSEN 7700 MARKET BLVD., PO BOX 147 CHANHASSEN, MN 55317 CHANWSLW 952-227-1140 fax 952-227-1170 Vendor Ship To Name /�uyJ, 'ram UC Address City LAddress St_ZIP Phone Purchase Order No. use emp Id PURCHASE ORDER = Qty units , Description Cab 3Pe-i-eitgf St ZIP 11�g-r°za�� Payment Details SubTotalShipping 8 Handling OO Check � O Cash Taxes State O Account No. O Credit Card TOTAL Name CC # Exp Date BUDGET CODE # Approval Department Head Signature 1 Order No City Manager Signature Notes/Remarks Sales Rep Date Ship Via iCF'A Print Date & Time 1/17/2023 8:24 Single Axle Cab & Chassis Exhibit D: Price Schedule VENDOR NAME Nuss Truck Equipmnet MAKE AND MODEL 2024 Mack Granite 42BR SA •-------------------------------------------------------------------------------------------------------------------------------- This section for use when ordering WB 152" CA 86" Grand Total $118,722.00 AF 63" Rear Ratio 4.80 Cab Color White Wheel W htie Color Notes City of Chanhassen, Updated 1-13-23 Dan Chipman •-------------------------------------------------------------------------------------------------------------------------------- - -spec# _ --------------------------- Description__________________............._ Qty: -__- Price - ---Subtotal--- 1.0 Price for base unit: 1 $ 91,019.00 $ 91,019.00 2.0 FRAME OPTIONS 2.10 2.20 2.30 2.40 2.50 2.60 2.70 2.80 2.90 2.10 2.11 2.12 2.13 2.14 2.15 2.16 2.17 2.18 2.19 2.20 2.21 2.22 2.23 2.24 2.25 2.26 2.27 2.28 Front frame extension 1 $ 886.00 $ 886.00 Custom hole punching in frame $ 100.00 $ - Deduct for no front bumper $ - Frame fastener option (bolt or huck spun) STD Frame, R.B.M., S.M., PSI, CT $ - 2,120,000 17.7 120,000 87 - 112 CA $ 64.00 $ - 2,120,000 17.7 120,000 113 -133 CA STD 2,120,000 17.7 120,000 134 -152 CA $ 107.00 $ - 2,120,000 17.7 120,000 153 - 199 CA $ 406.00 $ - 2,120,000 17.7 120,000 200 - 236 CA $ 482.00 $ - 2,470,000 20.6 120,000 87 -112 CA $ 176.00 $ - 2,470,000 20.6 120,000 113 -133 CA $ 240.00 $ - 2,470,000 20.6 120,000 134 -152 CA $ 347.00 $ - 2,470,000 20.6 120,000 153 - 199 CA $ 646.00 $ - 2,470,000 20.6 120,000 200 - 236 CA $ 722.00 $ - 2.820,000 23.5 120,000 87 - 112 CA 1 $ 521.00 $ 521.00 2.820,000 23.5 120,000 113 - 133 CA $ 585.00 $ - 2.820,000 23.5 120,000 134 - 152 CA $ 692.00 $ - 2.820,000 23.5 120,000 153 - 199 CA $ 991.00 $ - 2.820,000 23.5 120,000 200 - 236 CA $ 1,067.00 $ - 3,160,000 26.3 120,000 87 - 112 CA $ 744.00 $ - 3,160,000 26.3 120,000 113 - 133 CA $ 808.00 $ - 3,160,000 26.3 120,000 134 - 152 CA $ 915.00 $ - 3,160,000 26.3 120,000 153 - 199 CA $ 1,214.00 $ - 3,160,000 26.3 120,000 200 - 236 CA $ 1,290.00 $ - DOUBLE FRAME - PARTIAL IC REINFORCEMENT $ - 3,230,000 26.9 120,000 87 - 112 CA $ 801.00 $ - 3,230,000 26.9 120,000 113 - 133 CA $ 865.00 $ - 143 2.29 2.30 2.31 2.32 2.33 2.34 2.35 2.36 2.37 2.38 2.39 2.40 2.41 2.42 2.43 2.44 2.45 2.46 2.47 2.48 2.49 2.50 2.51 2.52 2.53 2.54 2.55 2.56 2.57 2.58 2.59 2.60 2.61 2.62 2.63 2.64 2.65 2.66 2.67 2.68 2.69 2.70 2.71 2.72 2.73 2.74 2.75 2.76 2.77 2.78 2.79 2.80 2.81 3,230,000 26.9 120,000 134 - 152 CA $ 972.00 $ - 3,230,000 26.9 120,000 153 -199 CA $ 1,214.00 $ - 3,230,000 26.9 120,000 200-236 CA $ 1,290.00 $ - 3,580,000 29.8 120,000 87 - 112 CA $ 1,041.00 $ - 3,580,000 29.8 120,000 113-133 CA $ 1,105.00 $ - 3,580,000 29.8 120,000 134-152 CA $ 1,212.00 $ - 3,580,000 29.8 120,000 153 - 199 CA $ 1,511.00 $ - 3,580,000 29.8 120,000 200-236 CA $ 1,587.00 $ - 3,920,000 32.7 120,000 87 - 112 CA $ 1,376.00 $ - 3,920,000 32.7 120,000 113-133 CA $ 1,450.00 $ - 3,920,000 32.7 120,000 134-152 CA $ 1,657.00 $ - 3,920,000 32.7 120,000 153 - 199 CA $ 1,856.00 $ - 3,920,000 32.7 120,000 200-236 CA $ 1,932.00 $ - 4,260,000 35.5 120,000 87 - 112 CA $ 1,832.00 $ - 4,260,000 35.5 120,000 113-133 CA $ 1,673.00 $ - 4,260,000 35.5 120,000 134-152 CA $ 2,003.00 $ - 4,260,000 35.5 120,000 154 - 199 CA $ 2,301.00 $ - 4,260,000 35.5 120,000 200-236 CA $ 2,384.00 $ - DOUBLE FRAME - FULL IC REINFORCEMENT $ - 3,230,000 26.9 120,000 87 -112 CA $ 1,001.00 $ - 3,230,000 26.9 120,000 113-133 CA $ 1,065.00 $ - 3,230,000 26.9 120,000 134-152 CA $ 1,172.00 $ - 3,230,000 26.9 120,000 153 -199 CA $ 1,414.00 $ - 3,230,000 26.9 120,000 200-236 CA $ 1,490.00 $ - 3,580,000 29.8 120,000 87 -112 CA $ 1,241.00 $ - 3,580,000 29.8 120,000 113-133 CA $ 1,305.00 $ - 3,580,000 29.8 120,000 134-152 CA $ 1,412.00 $ - 3,580,000 29.8 120,000 153 - 199 CA $ 1,711.00 $ - 3,580,000 29.8 120,000 200-236 CA $ 1,787.00 $ - 3,580,000 29.8 120,000 87 -112 CA $ 1,576.00 $ - 3,580,000 29.8 120,000 113-133 CA $ 1,650.00 1 $ - 3,580,000 29.8 120,000 134-152 CA $ 1,857.00 $ - 3,580,000 29.8 120,000 153 - 199 CA $ 2,056.00 $ - 3,580,000 29.8 120,000 200-236 CA $ 1,787.00 $ - 3,920,000 32.7 120,000 87 - 112 CA $ 1,576.00 $ - 3,920,000 32.7 120,000 113-133 CA $ 1,650.00 $ - 3,920,000 32.7 120,000 134 - 152 CA $ 1,857.00 $ - 3,920,000 32.7 120,000 153 - 199 CA $ 2,056.00 $ - 3,920,000 32.7 120,000 200-236 CA $ 2,132.00 $ - 4,260,000 35.5 120,000 87 -112 CA $ 2,032.00 $ - 4,260,000 35.5 120,000 113 -133 CA $ 1,873.00 $ - 4,260,000 35.5 120,000 134 -152 CA $ 2,203.00 $ - 4,260,000 35.5 120,000 153 -199 CA $ 2,501.00 $ - 4,260,000 35.5 120,000 200 - 236 CA $ 2,584.00 $ - TRIPLE FRAME - FULL IC REINFORCEMENT $ - 5,688,000 47.4 120,000 87 - 112 CA $ 4,960.00 $ - 5,688,000 47.4 120,000 113 - 133 CA $ 5,024.00 $ - 5,688,000 47.4 120,000 134 - 152 CA $ 5,131.00 $ - 5,688,000 47.4 120,000 153 - 199 CA $ 5,430.00 $ - 5,688,000 47.4 120,000 200 - 236 CA $ 5,506.00 $ - Flush bright finish channel steel $ 113.00 $ - Extended stylized -silver -bright finish steel w/stone guard $ 1,495.00 $ - Extended - swept back steel, bright finish with stone guard - includes center tow pin S 1,139.00 $ - 144 2.82 2.83 2.84 2.85 2.86 2.87 2.88 2.89 2.90 2.91 2.92 2.93 2.94 3.0 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.19 3.20 3.21 3.22 3.23 3.24 3.25 3.26 3.27 3.28 3.29 3.30 Mill finish, flush mounted, unpainted aluminum $ 68.00 $ - Extended swept back channel steel (includes center tow pin) w/stone guard $ 805.00 $ - Extended swept back channel steel with bright finish w/painted center tow pin $ 620.00 $ - Extended swept back steel channel w/bri ht finish $ 258.00 $ - Extended swept back painted steel STD Flush painted steel $ 15.00 $ - Flush stainless clad aluminum $ 143.00 $ - Plate type radiator guard $ 105.00 $ Bright finish plate type radiator guard $ 258.00 $ - Tect 1185 GW pigmented compound between frame rails $ 110.00 $ - BOC crossmember, steel HD back to back channel intermediate $ 66.00 $ - BOC & intermediate crossmember, HD I -Beam $ 332.00 $ - Frame rail clearance $ 62.00 $ - FR(1NT OXI FISI ISPFNSIANIRRAKFInPTInN Set Back axle option STD 12,000 front axle & matching suspension - Mack FXL12 STD 14,600 front axle & matching suspension - Mack FXL14.6 $ 771.00 $ - 16,000 front axle and matching suspension $ - 18,000 front axle and matching suspension - Mack FXL18 $ 1,361.00 $ - 20,000 front axle and matching suspension - Mack FXL20 1 $ 2,147.00 $ 2,147.00 23,000 front axle and matching suspension - Mack FXL23 $ 2,448.00 $ - Heavy duty front axle shocks STD Front stabilizer bar $ - Right hand air bag suspension per Spec 3.6, Driver controlled Left air bag suspension per Spec 3.6, Driver controlled Front axle lubrication cao with slotted venthole $ - Front brake dust shields 1 $ 18.00 $ 18.00 Dual front auxiliary steering gear $ 569.00 $ - RH spring build up for wing plow application $ 30.00 $ - LH spring build up for wing plow application $ 30.00 $ All wheel drive front axle $ 43,000.00 $ - Twin Steer Front Axle $ 12,612.00 $ - Aluminum front hubs $ 53.00 $ - Centerfuse outboard mounted brake drums $ 217.00 $ - Multileaf front spring ILO taperleaf (2 leaf spring) $ 35.00 $ - HD mulitileaf front spring ILO taperleaf (2 leaf spring) $ 65.00 $ - HD taperlead (3 leaf spring) ILO of taperleaf (2 leaf spring) 1 $ 65.00 $ 65.00 Meritor EX+ Air Disc Brakes requires Meritor rear brakes $ 653.00 $ - Meritor front slack adjustors - Need same slack on rear axle $ 1.00 $ - Meritor front slack with stainless steel pins 1 $ 58.00 $ 58.00 Haldex front slack adjustors - Need same slack adjustor on rear axle STD Haldex front slack with stainless steel pins $ 57.00 $ - Meritor front brakes ILO of Bendix - requires Meritor rear brakes 1 $ 131.00 $ 131.00 Power steering reservoir with visible sight glass $ 30.00 $ - 4.0 4.0 SINGLE REAR AXLE/SUSPENSION/BRAKE/OPTIONS 4.1 17,500# driver differential locking rear axle and matching suspension 1 1 $ - 145 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.10 4.11 4.12 4.13 4.14 4.15 4.16 4.17 4.18 4.19 4.20 4.21 4.22 4.23 4.24 4.25 4.26 4.27 4.28 4.29 4.30 4.31 4.32 4.33 4.34 4.35 4.36 4.37 4.38 4.39 4.40 4.41 4.42 4.43 4.44 4.45 4.46 4.47 4.48 4.49 19,000# rear axle & matching suspension $ - 19,000# driver differential locking rear axle and matching sus ension $ - 21,000# rear axle and matching suspension (110.00) $ - 21,000# driver differential locking rear axle and matching suspension $ 374.00 $ - 22,000# rear axle and matching suspension $ - 22,000# driver differential locking rear axle and matching sus ension $ - 23,000# rear axle and matching suspension S 181.00 $ - 23,000# driver differential locking rear axle and matching suspension $ 665.00 $ - 26,000 # rear axle and matching suspension $ 880.00 $ - 26,000 # driver differential locking rear axle and matching suspension $ 1,364.00 $ , - Meritor RS23160 rear axle and 26,000# rear suspension, driver diff. lock. $ 830.00 $ - 17,500# air suspension in lieu of springs $ - 19,000# air suspension in lieu of springs $ - 21,000# air suspension in lieu of springs $ - 22,000# air suspension in lieu of springs $ - 23,000# air suspension in lieu of springs $ 120.00 $ - 26,000# air suspension in lieu of springs $ - Dash mounted air dump system $ - $ - round universal joints STD S icer 1810 HD drive line with half round universal joints $ 126.00 $ - Rear axle heavy duty shocks $ - Rear auxiliary spring, 4500# $ - Rear stabilizer bar $ - Rear brake dust shield 1 $ 18.00 $ 18.00 Mack RA23R 23,000 lbs rear ax12 STD Meritor RS-30-185 30,000 lbs rear axle $ 1,812.00 $ - Dana -Spicer S30-190 30,000 lbs rear axle $ 3,209.00 $ - Mack interwheel power didiver for RA23R axle 1 $ 1,367.00 $ 1,367.00 Mack CRD203 carrier $ 377.00 $ - Mack interwheel power divider for CRD2031 axle $ 1,818.00 $ - Driver controlled interwheel differential lock $ 484.00 $ - Meritor RS23160 rear axle and 30,000# rear suspension, driver diff. lock. $ 1,050.00 $ - Tractech No -Spin both axle $ 1,129.00 $ - 23,000 lbs Mack Multileaf spring with helper $ 130.00 $ - 26,000 lbs Mack Multileaf spring with helper $ 165.00 $ - 30,000 lbs Mack Multileaf spring with helper 1 $ 515.00 $ 515.00 30,000 lbs Mack Multileaf spring $ 385.00 $ - 38,000 lbs Mack Multileaf spring $ 825.00 $ - 21,000 lbs Mack Multileaf spring $ t110.00) $ - Mack AL231 air ride suspension $ 120.00 $ - Neway 30,000 lbs AD-130 air ride suspension $ 1,165.00 $ - Meritor wide track axle $ 516.00 $ - Lube ump and filter $ 242.00 $ - Meritor 18 MXL extended lube $ 31.00 $ - Meritor 175 MXL extended lube $ 32.00 $ - Dana -Spicer SPL170XL extended lube series $ 453.00 $ - Dana -Spicer SPL250XL extended lube series $ 493.00 $ - Dana -Spicer SPL250DXL extended lube series $ 502.00 $ - 146 4.50 4.51 4.52 4.53 4.54 4.55 4.56 4.57 4.58 4.59 4.60 4.61 4.62 4.63 4.64 4.65 4.66 4.67 4.68 4.69 4.70 4.71 4.72 4.73 Dana -Spicer SPL350DXL extended lube series $ 776.00 $ - Haldex automatic rear slack adjustors STD Haldex automatic rear slack adjustors with stainless steel pins $ 96.00 $ - Meritor automatic rear slack adjustors $ 1.00 $ - Meritor automatic rear slack adjustors with stainless steel pins 1 $ 231.00 $ 231.00 Meritor 16.5" x 7" rear brakes 1 $ 58.00 $ 58.00 Meritor 18" x 7" P rear brakes $ 53.00 $ - Meritor 16.5" x 7" P rear brakes $ 53.00 $ - Meritor 16.5" x 7" heavy duty rear brakes $ 28.00 $ - Haldex "Gold Seal' brake chambers $ 1.00 $ - Haldex "Life Seal' brake chamber STD MGM TR 30/30 LP3 3" Stroke brake chambers $ 44.00 $ - MGM MODEL LTR-L3 3" Stroke $ 114.00 $ - MGM TR3030LP3THD $ 66.00 $ - MGM MODEL TR-T tamper -resistant brake chamber $ 26.00 $ - MGM MODEL TR-T tamper -resistant brake chamber - reclock inlet ports for optimum ground clearance $ 43.00 $ - Haldex "Gold Seal' 3.0" stroke bake chamber 1 $ 159.00 $ 159.00 Centerifuse outboard brake drums $ 103.00 $ - Aluminum preset hub with integrated s inle nut $ 19.00 $ - Conmet Aluminum preset bearings & seals $ 192.00 $ Chicago Rawhide Scotseal Lon life $ 30.00 $ - National/Federal Mogul $ 11.00 $ - Stemco-Grit Guard $ 32.00 $ - Stemco-Guardian $ 31.00 $ - 5.0 INTENTIONALLY LEFT BLANK: 6.0 6.1 6.2 6.3 6.4 6.5 6.6 6.7 6.8 6.9 6.10 6.11 6.12 6.13 6.14 6.15 6.16 6.17 6.18 6.19 6.20 6.21 6.22 TIRFIR/RIMS nPTInNS- Nylon wafers or wheel guards on all wheels (10 ea.) $ 44.00 $ - Heavier 7500 lb. 22.5 x 8.25 Steel rims in lieu of standard 7300# rims 10 ea.) STD Heavier 7500 lb. 22.5 x 8.25 Steel rims in lieu of standard 7300# rims (8 ea.) in rear only $ 16.00 $ - 11 R 22.5 H front tires $ 39.00 $ - 12R 22.5 H front tires $ 198.00 $ - 9000 lb. 22.5 9" front steel rims, 315/80R 22.5 J front tires $ 187.00 $ - 10,000 Ib. 22.5 9" front steel rims, 315/80R 22.5 J front tires $ 407.00 $ - 10,500 lb. 22.5 x 12.25 front steel rims, 385/65R 22.5 J front tires 1 $ 609.00 $ 609.00 10,500 lb. 22.5 x 12.25 front steel rims, 425/65R 22.5 J front tires $ 669.00 $ - 11 R 22.5 H rear tires $ 328.00 $ - 7,300 lb. 24.5" x 8.25" steel front rims $ 5.00 $ - 7300 Ib. 24.5" x 8.25" rear steel rims $ 44.00 $ - 8,000 lb. 24.5" x 8.25" steel front rims $ 10.00 $ - 8,000 lb. 24.5" x 8.25" steel rear rims $ 82.00 $ - 11 R 24.5 G front tires $ 63.00 $ - 11 R 24.5 H front tires $ 105.00 $ - 11 R 24.5 G rear tires $ 164.00 $ - 11 R 24.5 H rear tires $ 480.00 $ - Steel spare rim, size 22.5 x 8.25 $ 125.00 $ - Steel spare rim, size 24.5 x 8.25 $ 148.00 $ - Steel spare rim, size 22.5 x 9.0 $ 380.00 $ - Steel spare rim, size 22.5 x 12.25 $ 430.00 $ - 147 6.23 6.24 6.25 6.26 6.27 6.28 6.29 6.30 6.31 6.32 6.33 6.34 6.35 6.36 6.37 6.38 6.39 6.40 6.41 6.42 6.43 6.44 6.45 6.46 6.47 6.48 7.0 7.1 7.2 7.3 7.4 7.5 7�. 7.7 7.8 7.9 7.10 7.11 7.12 7.13 7.14 7.15 7.16 7.17 7.18 7.19 7.20 7.21 7.22 7.23 12R22.5 H front tires $ 439.00 $ - 12R 22.5 H rear tires $ 876.00 $ - Wheel lug wrench - includes handle $ 48.00 $ - Aluminum front wheel - 22.5 x 8.25 $ 141.00 $ - Aluminum front wheel - 24.5 x 8.25 $ 156.00 $ - Aluminum front wheel - 22.5 x 9.0 $ 329.00 $ - Aluminum front wheel - 22.5 x 12.25 $ 387.00 $ - Polished aluminum front wheel $ 48.00 $ - Dura-bright bright finish front wheels $ 204.00 $ - Wheel finishing with extra polished front wheels $ 76.00 $ - Aluminum rear wheels - 22.5 x 8.25 $ 246.00 $ - Aluminum rear wheels - 24.5 x 8.25 $ 300.00 $ - Polished aluminum rear wheel four outboard of dual wheels $ 66.00 $ - Polished aluminum rear wheel all ei ht 4 wheels $ 133.00 $ - Dura-bright bright finish on all eight (4) rear wheels $ 667.00 $ - Dura-bright bright finish on all four (2) outboard rear wheels $ 334.00 $ - 11 R22.5 G Bridgestone M843 front tires $ 223.00 $ - 11 R22.5 G Michelin XZE2 front tires $ 296.00 $ - 315/80R22.5 L Michelin XZA1 front tires $ 532.00 $ - 385/65R22.5 J Michelin XZY3 front tires $ 712.00 $ - 425/65R22.5 L Michelin XZY3 front tires $ 959.00 $ - 11 R22.5 G Bridgestone M843 rear tires $ 446.00 $ - 11 R22.5 G Michelin XDN2 rear tires $ 946.00 $ - 11 R22.5 H Michelin XDN2 rear tires $ 982.00 $ - 11 R22.5 G Goodyear G622RSD rear tires $ 1,252.00 $ - 11 R22.5 H Goodyear G622RSD rear tires $ 1,336.00 $ - BRAKE SYSTEM OPTIONS: Wabco System Saver 1200 E heated air dryer STD Manual cable drain valves on air tanks with lanyard on all tanks $ 24.00 $ - Heated air tank $ - Auto drain valves on air tanks $ 31.00 $ - MGM type TR-T rear brake chambers $ 50.00 $ S.S. pins on slack adjuster yoke (2 ea. per yoke) For all air brake chambers $ - Inverted rear brake chamber mounting in lieu of regular mounting $ - Relocate air dryer $ 49.00 $ - Bendix AD9 heated air d er 1 $ 118.00 $ 118.00 Bendix AD-IP heated air dryer $ 164.00 $ - Meritor/Wabco system twin heated air dryer $ 539.00 $ - Auto heated drain valve- heated supply tank, manual petcock $ 42.00 $ - Auto heated drain valve- heated supply tank, with lanyard on all other tanks $ 72.00 $ - Aluminum air reservoirs $ 192.00 $ - Polished aluminum air reservoirs $ 252.00 $ - Increase air capacity for installation of extra axles $ 289.00 $ - MACK Road Stability Adv. Bendix ABS/ATC/RSA w/YAW control with mud/snow switch $ 1,873.00 $ - Meritor/Wabco ABS system w/o automatic traction control $ 142.00 $ - Bendix ABS system with traction control 1 $ 270.00 $ 270.00 Meritor/Wabco ABS system w/auto traction control $ 357.00 $ - Furnish automatic traction control ATC full disable switch 1 $ 105.00 $ 105.00 Lanyard control on supply wet tank $ 16.00 $ - Haldex "Gold Seal' brake chamber $ 1.00 $ - 148 7.24 7.25 7.26 7.27 7.28 7.29 7.30 7.31 7.32 7.33 7.34 7.35 7.36 7.37 Haldex "Life Seal" brake chamber STD MGM TR 30/30 LP3 3" Stroke brake chamber $ 105.00 $ - MGM LTR 3" Stroke brake chamber $ 285.00 $ - MGM TR3030LP3THD $ 133.00 $ - MGM TR-T (Tamper Resistant brake chamber) reclock inlet ports for optimum ground clearance $ 68.00 $ - Haldex "Gold Seal" 3.0" stroke brake chamber $ 399.00 $ - Electric horn sound when driver door open with park brake released $ 67.00 $ - Alarm to sound when driver door open & parking brake not on $ 43.00 $ - Schreader valve located in supply tank $ 47.00 $ - Schreader valve, secondary $ 47.00 $ Two (2) valve dual brake system -trailer supply and tractor -trailer ark $ 42.00 $ - Relocate all air reservoir in frame $ 48.00 $ - Air reservoir in frame, one reservoir on the RH rail behind Cleartech $ 48.00 $ - Never -seize to brake shoes pins & cam rollers $ 8.o ENGINE/EXHAUST AND FUEL TANKS OPTIONS: (List Make & Model, H.P., torque of engine and exhaust and fuel tank nntinncl 8.1 8.2 8.3 8.4 8.5 8.6 8.7 8.8 8.9 8.10 8.11 8.12 8.13 8.14 8.15 8.16 Mack MP7-325M 325HP@1400-1900 RPM (Peak) 2100 RPM Gov 1250 LB -FT Torque 1 STD Mack MP7-355A 355HP@1500-1800 RPM (Peak) 2100 RPM Gov 1250 LB -FT Torque $ 481.00 $ - Mack MP7-375M 375HP@1500-1900 RPM (Peak) 2100 RPM Gov 1360 LB -FT Torque $ 813.00 $ - Mack MP7-425M 425HP@1500-1800 RPM (Peak) 2100 RPM Gov 1560 LB -FT Torque $ 1,508.00 $ - Mack MP7-345C 345HP@1450-1700 RPM (Peak) 1950 RPM Gov 1360 LB -FT Torque $ 300.00 $ - Mack MP7-365C 365HP@1400-1700 RPM (Peak) 1950 RPM Gov 1460 LB -FT Torque $ 651.00 $ - Mack MP7-395A 395HP@1450-1700 RPM (Peak)1950 RPMGov 1560 LB -FT Torque 5 1,112.00 $ - Mack MP7-395C 395HP@1450-1700 RPM (Peak) 1950 RPM Gov 1560 LB -FT Torque $ 1,112.00 $ - Mack MP8-415C 415HP@1400-1700 RPM (Peak) 1950 RPM Gov 1660 LB -FT Torque $ 2,064.00 $ - Mack MP8-445C 445HP@1300-1700 RPM (Peak) 1950 RPM Gov 1860 LB -FT Torque $ 2,589.00 $ - Mack MP8-505C 505HP@1500-1700 RPM (Peak) 1950 RPM Gov 1860 LB -FT Torque $ 3,311.00 $ - Mack MP8-425M 425HP@1500-1900 RPM (Peak) 21000 RPM Gov 1560 LB -FT Torque $ 2,247.00 $ - Mack MP8-455M 455HP@1500-1900 RPM (Peak) 21000 RPM Gov 1760 LB -FT Torque $ 2,635.00 $ - Mack MP8-505M 5055HP@1500-1900 RPM (Peak) 21000 RPM Gov 1860 LB -FT Torque $ 3,759.00 $ - Clear Back of Cab - DPF & SCR Frame Mounted, RH Side under Cab I $ 114.00 $ - PK7-17C2 93 gallon sleeved fuel tank, 20" clearance for I outrigger/winoutrigger/wing plow $ 317.00 $ - 149 8.17 8.18 8.19 8.20 8.21 8.22 8.23 8.24 8.25 8.26 8.27 8.28 8.29 8.30 8.31 8.32 8.33 8.34 8.35 8.36 8.37 8.38 8.39 8.40 8.41 8.42 8.43 8.44 8.45 8.46 8.47 8.48 8.49 8.50 8.51 8.52 8.53 8.54 8.55 8.56 8.57 8.58 8.59 Cleartech, DPF RH side under cab w/SCR vertical RH side of cab $ 601.00 $ - Cleartech with DPF vertical RH side BOC, w/SCR vertical LH side BOC $ 3,308.00 $ No Muffler, Single (R/S) Vertical Exhaust Cab Mounted, Lower Ventura Diffuser, Turned End 1 $ 318.00 $ 318.00 No Muffler, Single (R/S) Vertical Exhaust Cab Mounted, Lower Ventura Diffuser, Plain End $ 318.00 $ - Sin le R/S Vertical Straight Exhaust Stack Plain End $ (16.00) $ - Single (R/S) Vertical Straight Exhaust Stack Turned Out STD Single (R/S) Vertical Straight Exhaust Stack Plain End Perf Stack Diffuser $ 32.00 $ - Single (R/S) Vertical Straight Exhaust Stack Plain End Side Outlet Diffuser $ 126.00 $ - Single (R/S) Vertical Straight Exhaust Stack Plain Top Outlet Diffuser s 126.00 $ - Dual Vertical Straight Exhaust Stack Plain End - N/A with Allison Transmission $ 1,065.00 $ - Dual Vertical Straight Exhaust Stack Turned Out End - N/A with Allison Transmission $ 1,091.00 $ - Dual Vertical Straight Exhaust Stack Plain Side Outlet Diffuser - N/A with Allison Transmission $ 1,507.00 $ - Dual Vertical Straight Exhaust Stack Plain Top Outlet Diffuser - N/A with Allison Transmission $ 1,507.00 $ - Single, Bright finish heat shield & stack 1 $ 65.00 $ 65.00 Dual, Bright finish heat shield & stack $ 130.00 $ - Single, Bright finish heat shield, stack & elbow $ 162.00 $ - Dual, Bright finish heat shield, stack & elbow $ 344.00 $ - Single, Bright finish stack only $ 50.00 $ - Dual, Bright finish stack only $ 99.00 $ - Single, Bright finish lower elbow & stack $ 148.00 $ - Dual, Bright finish lower elbow & stack $ 294.00 $ - Single, Bright finish heat shield only $ 16.00 $ - Dual, Bright finish heat shield only $ 31.00 $ - Bright finish stainless steel heat shield for frame mounted Mack Cap DPF $ 171.00 $ - 50 Gallon LH steel 22" Dia fuel tank $ (118.00 $ - 66 Gallon LH steel 22" Dia fuel tank $ 96.00 $ - 72 Gallon LH steel 26" Dia fuel tank $ 62.00 $ - 88 Gallon LH steel 22" Dia fuel tank $ 164.00 $ - 93 Gallon LH steel 26" Dia fuel tank $ 267.00 $ - 116 Gallon LH steel 22" Dia fuel tank $ 222.00 $ - 50 Gallon LH aluminum 22" Dia fuel tank $ (64.00 $ - 66 Gallon LH aluminum 22" Dia fuel tank $ (45.00) $ - 72 Gallon LH aluminum 26" Dia fuel tank $ 24.00 $ - 88 Gallon LH aluminum 22" Dia fuel tank $ 231.00 $ - 93 Gallon LH aluminum 26" Dia fuel tank $ 272.00 $ - 116 Gallon LH aluminum 22" Dia fuel tank $ 292.00 $ - 50 Gallon LH Steel D-Shape $ (118.00) $ - 66 Gallon LH Steel D-Shape $ 68.00 $ - 88 Gallon LH Steel D-Shape $ 101.00 $ - 116 Gallon LH Steel D-Shape $ 300.00 $ - 50 Gallon LH Aluminum D-Shape $ (118.00) $ - 66 Gallon LH Aluminum D-Shape $ 27.00 $ - 88 Gallon LH Aluminum D-Shape $ 173.00 $ - 150 8.60 8.61 8.62 8.63 8.64 8.65 8.66 8.67 8.68 8.69 8.70 8.71 8.72 8.73 8.74 8.75 8.76 8.77 8.78 8.79 8.80 8.81 8.82 8.83 8.84 8.85 8.86 8.87 8.88 8.89 8.90 8.91 8.92 8.93 8.94 8.95 8.96 8.97 8.98 9.0 9.1 9.2 9.3 9.4 9.5 9.6 9.7 9.8 9.9 93 Gallon LH Aluminum D-Shape $ 195.00 $ - 116 Gallon LH Aluminum D-Shape $ 367.00 $ - 66 Gallon LH Steel D-Shape with Integral DEF Tank $ (47.00) $ - 88 Gallon LH Steel D-Shape with Integral DEF Tank $ 213.00 $ - 111 Gallon LH Steel D-Shape with Integral DEF Tank $ 325.00 $ - 66 Gallon LH Aluminum D-Shape with Integral DEF Tank STD 72 Gallon LH Aluminum D-Shape 26" Dia. with Integral DEF Tank $ 171.00 $ - 88 Gallon LH Aluminum D-Shape with Integral DEF Tank $ 240.00 $ - 93 Gallon LH Aluminum D-Shape 26" Dia. with Integral DEF Tank $ 304.00 $ - 111 Gallon LH Aluminum D-Shape with Integral DEF Tank $ 378.00 $ - 111 & 66 Gallon Aluminum D-Shape tanks, 66 Gallon isolated for Hyd oil $ 839.00 $ - 50 Gallon RH steel 22" Dia fuel tank $ 503.00 $ - 66 Gallon RH steel 22" Dia fuel tank $ 529.00 $ - 88 Gallon RH steel 22" Dia fuel tank $ 814.00 $ - 116 Gallon RH steel 22" Dia fuel tank $ 871.00 $ - 50 Gallon RH aluminum 22" Dia fuel tank $ 570.00 $ - 66 Gallon RH aluminum 22" Dia fuel tank $ 593.00 $ - 88 Gallon RH aluminum 22" Dia fuel tank $ 879.00 $ - 116 Gallon RH aluminum 22" Dia fuel tank $ 849.00 $ - 50 Gallon RH Steel D-Shape $ 503.00 $ - 66 Gallon RH Steel D-Shape $ 566.00 $ - 88 Gallon RH Steel D-Shape $ 751.00 $ - 116 Gallon RH Steel D-Shape $ 950.00 $ - 50 Gallon RH Aluminum D-Shape $ 569.00 $ - 66 Gallon RH Aluminum D-Shape $ 617.00 $ - 88 Gallon RH Aluminum D-Shape $ 822.00 $ - 116 Gallon RH Aluminum D-Shape $ 1,016.00 $ - Single polished aluminum fuel tank $ 197.00 $ - Dual polished aluminum fuel tank $ 393.00 $ - Isolate RH fuel tank from fuel system for hyd oil $ 30.00 $ - Dual draw & return fuel system $ 82.00 $ - Filter neck screen for fuel tank $ 71.00 $ - Lockable fuel tank cap $ 31.00 $ Bright finish DPF tank cover - Requires with bright finish tanks $ 171.00 $ - Bright finish DEF tank cover $ 29.00 $ - Bright Finish Aluminum steps & stainless steel bright finish straps $ 189.00 $ - Bri ht Finish Fuel Tank Straps - Single Tank 1 $ 32.00 $ 32.00 Flocs oil change system w/disconnecting fittings $ 114.00 $ - Engine oil drain kit, Flocs, SAE 100R2 hose $ 136.00 j $ - CAI111IAIC DCI ATCn nDTInKIC- Oil fill and dipstick EZ access $ - Delco 35 SI Brushless Alternator, 135 AMP $ 102.00 $ - Delco 24 SI Alternator, 130 AMP STD Delco 24 SI Alternator, 145 AMP $ 18.00 $ - Leece-Neville Alternator, 145 AMP $ 70.00 $ - Dual element air cleaner $ - Donaldson Single Stage Air cleaner per spec 12.1 $ 278.00 $ - Thumb screws for Donaldson. Single stage Air Cleaner $ - Fuel/water separator/heated/ Thermostatically controlled, _ (Brand) $ - 151 9.10 9.11 9.12 9.13 9.14 9.15 9.16 9.17 9.18 9.19 9.20 9.21 9.22 9.23 9.24 9.25 9.26 9.27 9.28 9.29 9.30 9.31 9.32 9.33 9.34 9.35 MD" 9.37 9.38 9.39 9.40 9.41 9.42 9.43 9.44 9.45 9.46 9.47 9.48 9.49 9.50 9.51 9.52 9.53 9.54 Davco 382 fuel/water separator, non heated $ - Non -heated fuel/water separator, Mack w/manual drain valve (integral w/primary fuel filter STD Coolant spin on filter/conditioner $ 47.00 $ - Front engine powered take off adapter and radiator cut out $ 103.00 $ - Air applied fan drive, Kysor two speed K32 Duro speed fan $ 135.00 $ - Air applied fan drive, (Brand) $ - Viscous fan drive - Behr Electronically modulated STD Radiator hose package (Silicone) per Spec 12.2 $ 240.00 $ - Curved exhaust pipe end STD Fuel tank per specification 12.7 $ - Engine block heater $ 65.00 $ In line fuel heater $ 407.00 $ In tank fuel heater $ 351.00 $ - Fuel cooler $ - Radiator bug screen STD Engine brake system $ 604.00 $ - Relocate air dryer $ 66.00 $ - Extended life anti -freeze $ 20.00 $ - Starter motor options $ - Starter motor options - Delco 39MT-MXT STD Mitsubishi electric 105P 21anetary gear reduction $ 46.00 $ - Relocate fuel filter $ 38.00 $ - Non -heated fuel/water separator, Racor 1000 FH $ 349.00 $ - Silicone radiator & heater hose with gate valve on each heater hose $ 201.00 $ - Silicone radiator, spring clamps on radiator & heater, 1/4 turn ball valve heater hose 1 $ 212.00 $ 212.00 Mack brand EPDM radiator & heater hoses with 1/4 turn ball valve 79.00 $ - Mack brand EPDM radiator & heater hoses with constant torque clamps on all coolant lines $ 22.00 $ - Leece-Neville Alternator, 200 AMP $ 464.00 $ - Leece-Neville Alternator, 270 AMP $ 659.00 $ - Leece-Neville Alternator, 160 AMP Brushless $ 106.00 $ - Delco 24 SI Alternator, 160 AMP $ 54.00 $ - Delco 36SI Alternator, 165A Amp Brushless $ 178.00 $ - Delco 36SI Alternator, 165A Amp Brushless, w/remote voltage sensing $ 166.00 $ - Leece-Neville Alternator, 140 Am $ 49.00 $ - Leece-Neville Alternator, 160 AMP Brush $ 103.00 $ - Meritor/Wabco 636 37.4 CFM air compressor $ 783.00 $ - Without bug screen $ 22.00 $ - WinterFront over radiator mounted bug screen $ 97.00 $ - Winter front cover only $ 52.00 $ - Corrosion resistant oil pan - Recommended for snow plow trucks 1 $ 126.00 $ 126.00 Stainless steel oil pan $ 1,950.00 $ - Davco 382 heated fuel -water separator $ 387.00 $ - Racor fuel filter 1000 FH, 12V electrical heater with Mack integral fuel -water separator $ 374.00 $ - 120V, 150OW block heater with 150W oil pan heater wired to same receptacle $ 137.00 $ - Electric preheater 1 $ 53.00 1 $ 53.00 152 9.55 9.56 9.57 9.58 9.59 9.60 9.61 9.62 Tether device -furnish cap retainer for oil fill, radiator overflow tank, battery box & tool box when furnish $ 23.00 $ - Electric primer pump (Mack engine) with momentary switch located LH rail BOC $ 96.00 $ - Rear engine PTO Repto $ 1,817.00 $ - Furnish transmission thru shaft for local installation of RMPTO for Fuller transmission (lower left) S 28.00 $ - Provision for local installation of rear mounted PTO (lower center) includes dash mounted indicator light $ 159.00 $ - Air operated PTO control - includes in cab control (RMPTO only) $ 118.00 $ - PTO switch and light with wiring and piping 0 $ 156.00 $ - PTO switch and light with wiring and piping - M-Drive transmission $ 156.00 $ - TRANSMISSION OPTIONS: 10.0 (After the first Six listed options, list manual and automatic transmission options. List make and model, # of speeds, type of shifting and whether or not transmission includes PTO gear(s) or not). Example: Allison 3000 HS, 5 speed, push hvi+4nn nn PTA 10.1 10.2 10.3 10.4 10.5 10.6 10.7 10.8 10.9 10.10 10.11 10.12 10.13 10.14 10.15 10.16 10.17 10.18 10.19 10.20 10.21 10.29 10.30 10.31 10.32 10.33 10.34 10.35 10.36 2 plate 14" ceramic clutch option for manual transmission $ - 2 plate 15%" ceramic clutch option for manual transmission $ - $ - External grease fitting for throw out bearing $ 7.00 $ - Adjustment free option for 2 plate clutches $ 47.00 $ - Synthetic (TranSynd) lubrication for Automatic Transmission 1 $ 301.00 $ 301.00 Synthetic lubrication for manual transmission STD Factory option lube - transmission $ 56.00 $ - Allison 3000-RDS 5/6 speed push button, PTO 1 $ 178.00 $ 178.00 Allison 3000-RDS 5/6 speed push button, PTO, w/output retarder $ 2,278.00 $ - Allison 3000-EVS 6 speed push button, PTO $ 8,108.00 $ - Allison 4000-RDS 5 speed push button, PTO $ 14,280.00 $ - Allison 4000-RDS 5/6 speed push button, PTO $ 13,776.00 $ - Allison 4000-RDS 6 speed push button, PTO, w/output retarder $ 13,536.00 $ - Allison 4000-EVS 6 speed push button, PTO $ 14,972.00 $ - Allison 4500-RDS-R 6 speed, PTO $ 13,776.00 $ - Allison 4500-RDS-R 6 speed, with retarder, push button, PTO $ 16,776.00 $ - Allison 4500-EVS 6 speed push button, PTO $ 14,972.00 $ - Mack TMD12AFD-HD automated 12 speed transmission (direct drive) $ 3,718.00 $ - Mack TMD12AFD-HD automated 12 speed transmission (over drivel $ 3,718.00 $ - Mack TMD13AFD-HD automated 13 speed. Transmission, creeper/multi-speed reverse (direct drive) $ 7,438.00 $ - Mack TMD13AFD-HD automated 13 speed. Transmission, creeper/multi-speed reverse (over drive) $ 7,438.00 $ - Fuller FRO-14210C, 10 speed manual transmission, PTO STD Fuller RTO-14908LL, 10 speed manual transmission, PTO $ 855.00 $ - Fuller FRO-15210C, 10 speed manual transmission, PTO $ 1,639.00 $ - Fuller FRO-16210C, 10 speed manual transmission, PTO $ 1,298.00 $ - Fuller RTO-16908LL, 10 speed manual transmission, PTO $ 1,585.00 $ - Fuller FRO-18210C, 10 speed manual transmission, PTO $ 1,614.00 $ - Fuller RTO-14909ALL, 11 speed manual transmissin, PTO $ 1,390.00 $ - Fuller RTO-16908ALL, 11 spd manual transmissin, PTO $ 2,102.00 $ - 153 10.39 10.40 10.41 10.42 10.43 10.44 10.45 10.46 10.47 10.48 10.49 10.50 10.51 10.52 10.53 10.54 10.55 10.56 10.57 10.58 10.59 10.60 10.61 10.62 10.63 10.64 10.65 11.15 Fuller RTLO-16913A, 13 speed manual transmission, PTO $ 2,111.00 $ - Fuller RTLO-18913A, 13 speed manual transmission, PTO $ 2,848.00 $ - Fuller RTO-16915, 15 speed manual transmissin, PTO $ 2,220.00 $ - Mack T318LR21, 18 speed manual transmission, PTO $ 1,561.00 $ - Mack T318LR, 18 speed manual transmission, PTO $ 1,277.00 $ - Mack T318, 18 speed manual transmission, PTO $ 1,306.00 $ - Fuller RTLO-16918B, 18 speed manual transmissin, PTO $ 2,725.00 $ - Fuller RTLO-18918B, 18 speed manual transmission, PTO $ 3,407.00 $ - Air assist clutch $ 359.00 $ - Mechanical clutch cable $ 160.00 $ - Open grated clutch pedal $ 14.00 $ - Transmission oil cooler STD Driveshaft guard for center bearing $ 27.00 $ - Transmission dust proofing $ 15.00 $ - T-Handle shift lever for Allison - Floor mounted $ 203.00 $ - Allison shift to neutral when park brake engaged STD 3rd or 4th gear hold for Allison transmission $ 300.00 $ - Stainless steel transmission coolant pipes 1 $ 175.00 $ 175.00 Allison fill tune and dip stick under hood $ 138.00 $ - Remote lube fittings: clutch release, brg & both cross -shaft; mounted under LH door g 50.00 $ - GP1-23 Parker gear pump - requires M-Drive transmission and RMPO $ 425.00 $ - GP1-41 Parker gear pump - requires M-Drive transmission and RMPO $ 434.00 $ - GP1-60 Parker gear pump - requires M-Drive transmission and RMPO $ 548.00 $ - GP1-80 Parker gear pump - requires M-Drive transmission and RMPO $ 588.00 $ - F1-61 R Parker gear pump - requires M-Drive transmission and RMPO $ 637.00 $ - F1-81 R Parker gear pump - requires M-Drive transmission and RMPO $ 710.00 $ - F1-101 R Parker gear pump - requires M-Drive transmission and RMPO $ 857.00 $ - ELECTRICAL OPTIONS: Resettable circuit breaker electrical protection $ - Automatic reset circuit breakers $ - Solid state circuit protection $ - Circuit box under hood or end of frame, each $ - Battery disconnect off negative side in cab control 1 $ 97.00 $ 97.00 Remote jump start terminals $ 111.00 $ - Back up alarm (Preco Factory Model) $ - OEM daytime running lights STD 3000 CCA batteries in lieu of 1950CCA $ 66.00 $ - 3 each 650/1950 CCA batteries in lieu of 2 each batteries STD Battery box aft of cab $ - Grote 44710 flasher $ Signal Stat 935 turn signal per Spec 12.6 $ - Auxilia customer access circuits $ - Switch for snowplow lights mounted on instrumental panel. Includes wiring terminated near headlights, for customer mounted auxiliary snowplow lights. 1 $ 80.00 1 $ 80.00 154 11.16 11.17 11.18 11.19 11.20 11.21 11.22 11.23 11.24 11.25 11.26 11.27 11.28 11.29 11.30 11.31 11.32 11.33 11.34 11.35 11.36 11.37 11.38 11.39 11.40 11.41 11.42 11.43 11.44 11.45 11.46 11.47 11.48 11.49 11.50 11.51 11.52 12.0 12.1 12.2 12.3 12.4 Power source terminal-2 stud type -mounted on firewall or inside cab with ground to frame rail and to starter, with 6 gauge wire. $ - 10-position switch panel mounted on instrument panel. Includes 10 lighted switches, ignition control; switches will control relays which will feed stud type junction block mounted inside cab. $ - Vehicle speed sensor with speed signal at fuse panel for sander round speed control system. 1 $ 20.00 $ 20.00 Battery box left hand rail back of fuel tank $ 48.00 $ - Battery terminal cable with tall battery terminal nuts $ 8.00 $ - Dash mounted indicator body/hoist up body builder lamp $ 71.00 $ - RH/LH led work light on both side of truck $ 113.00 $ - Polished aluminum battery box cover $ 52.00 $ - Molded plastic with splash guard $ 29.00 $ - Painted steel battery box $ 23.00 $ - Lockable steel battery box $ 69.00 $ - Battery shock pad $ 4.00 $ - Body Link w/cab floor pass thru hole/rubber boot $ 1.00 $ - Body Link w/o cab floor pass thru hole/rubber boot STD 2 Extra dash mounted illuminated toggle switches $ 16.00 $ One extra dash mounted rocker switch thru battery for local installed items $ 10.00 $ One extra dash mounted rocker switch thru ignition for local installed items $ 10.00 $ - Six extra switches 2-15A ignition, 1-20A ignition, 1-10A ignition, 1- 5A battery, & 1-20A battery $ 111.00 $ - Eight switches - front strobe, rear strobes, wing light, wing strobe, sander light, tail gate lock, and vibrator 1 $ 237.00 $ 237.00 Back up alarm with intermittent feature (Ambient noise sensitive) $ 98.00 $ - Ecco back-up alarm 575 constant sound level 1 $ 74.00 $ 74.00 Ecco back-up alarm SA917 ambient noise sensitive $ 98.00 $ - Pollak 41-722 constant audible (mounted on rear crossmember) $ 80.00 $ - Fog lights $ 93.00 $ - Fog lights provisions - includes dash control & wiring for local installation of fog lights $ 13.00 $ - Omit rear tail lights $ (38.00) $ - Incandescent tail light module $ 91.00 $ - Brake lighting on with engine brake $ 84.00 $ - LED type tail lights 1 $ 199.00 $ 199.00 Two Mack M/F 925/1850 CCA batteries $ 56.00 $ - Three Mack 730/2190 CCA batteries $ 5.00 $ - Three Mack 800 CCA AGM Long Life Batteries $ 263.00 $ - Four Mack 1000/4000 CCA $ 182.00 $ - Switch in dash with wiring to cab roof, above LH & RH doors for local installation of strobe lights $ 32.00 $ - LED strobe beacon lights mounted on top of cab with switch on D- panel $ 196.00 $ - LH roof mounted spot light $ 71.00 $ - Trucklite LED side marker light $ 102.00 1 $ - Y'AQ GYTFDlr%D nDTIAIUC- Dual electric horns $ 6.00 $ - Air horns, dual, round, with snow shields 1 $ 95.00 $ 95.00 Dual rectangular air horns $ 72.00 $ - Fender mirrors per S ec 12.4 1 $ 133.00 $ 133.00 155 12.5 12.6 12.7 12.8 12.9 12.10 12.11 12.12 12.13 12.14 12.15 12.16 12.17 12.18 12.19 12.20 12.21 12.22 12.23 12.24 12.25 12.26 12.27 12.28 12.29 12.30 12.31 12.32 12.33 12.34 12.35 12.36 12.37 12.38 12.39 12.40 12.41 12.42 12.43 12.44 12.45 12.46 12.47 12.48 12.49 12.50 Heated mirrors per Spec 12.5 -West Coast $ 104.00 $ - Remote control for R.H. mirror & heated -Bulldog stylized mirrors $ 378.00 $ - Remote control for dual mirrors & heated - Bulldog stylized mirrors with integral convex mirror 5 474.00 $ - U charge for cab extension or larger cab $ - Severe duty aluminum cab option $ - Du ont Highway orange paint orequal $ 31.00 $ - Premium paint color option $ 233.00 $ - Imron paint option STD Imron and clear coat paint option STD Top of hood painted flat black $ 607.00 $ - Cab Air Ride Suspension STD Tilting hood per Spec 12.8 STD Butterfly option on hood 1 $ 413.00 $ 413.00 Transverse hood opening w/setback axle $ - Front fender mounted turn signals $ - Cab visor, external, painted to match cab color 0 $ 184.00 $ - Front fender extensions $ 105.00 $ - Front fender mud flaps STD Arctic winter wiper blades 1 $ 19.00 $ 19.00 Optional windshield washer tank 1 $ 26.00 $ 26.00 Per truck charge for all trucks, key identical $ 20.00 $ - RH observation prism window in door 1 $ 28.00 $ 28.00 S otli ht LH, RH, or roof mounted each $ 71.00 $ - Front tow hooks STD Rear tow hooks $ 22.00 $ Per truck charge for all trucks, key identical - 4 keys $ 39.00 $ - Heated mirrors per Spec 12.5 -West Coast heated & illuminated 1 $ 123.00 $ 123.00 Heated mirrors per Spec 12.5 -Bulldog Stylized mirrors w/integral convex mirrors S 272.00 $ - Heated mirrors per Spec 12.5 -Body color aero mirror with integrated convex mirror $ (49.00) $ - Remote control for R.H. mirror & heated -Aerodynamic $ 344.00 $ - Hadley/Kam 4-way mirrors with chrome steel - RH motorized & heated $ 214.00 $ - Remote control for dual mirrors & heated - Bulldog stylized mirrors illuminated with integral convex mirror $ 502.00 $ - Remote control for dual mirrors & heated - Aerodynamic $ 444.00 $ - Remote control for dual mirrors & heated - Aerodynamic body color 134.00 $ - Hadley/Kam 4-way mirrors with chrome steel - RH/LH both motorized & heated $ 252.00 $ - RH observation prism window in door $ 28.00 $ - Heated electric wiper blades $ 118.00 $ - Heated windshield 1 $ 425.00 $ 425.00 One piece windshield 1 $ 83.00 $ 83.00 Tinted windshield and sides w/50% transmittance gray, tinted rear window $ 50.00 $ - Bright finish hood intake 1 $ 16.00 $ 16.00 Bright finish bars with surround grille 1 $ 240.00 $ 240.00 Bright finish grille $ 32.00 $ - Bullet type chrome marker & clearance li hts $ 75.00 $ - Led type marker & clearance lights 1 $ 75.00 $ 75.00 RH tool box mounted on frame rail $ 221.00 $ - 156 12.51 12.52 12.53 12.54 12.55 12.56 12.57 12.58 Heated convex mirrors $ 34.00 $ - Electronic keyless entry $ 130.00 $ - Bright finish RH fender mirror $ 67.00 $ - Bus style 1/4 round black finish fender mirrors $ 191.00 $ - Stainless steel exterior sun visor $ 247.00 $ Bright Finish hood latches $ 89.00 $ - 10" round bright finish heated fender mirrors $ 234.00 $ - Rect convex mirror above RH driver door window $ 23.00 $ - 13.0 CAB INTERIOR OPTIONS: 13.1 13.2 13.3 13.4 13.5 13.6 13.7 13.8 13.9 13.10 13.11 13.12 13.13 13.14 13.15 13.16 13.17 13.18 13.19 13.20 13.21 13.22 13.23 13.24 13.25 13.26 13.27 13.28 13.29 13.30 13.31 13.32 Medium grade interior trim package $ - Sandstone Color with woodgrain instrument panel $ 292.00 $ - Sandstone Color with brushed metallic instrument panel $ 292.00 $ - Slate Gray Color with wood rain instrument panel $ 292.00 $ - Slate Gray Color with brushed metallic instrument panel $ 292.00 $ - Premium grade interior trim package includes power window and locks in package $ - Sandstone Color with wood rain instrument panel $ 1,087.00 $ - Sandstone Color with brushed metallic instrument panel $ 1,087.00 $ - Slate Gray Color with wood rain instrument panel $ 1,087.00 $ - Slate Gray Color with brushed metallic instrument panel 1 $ 1,087.00 $ 1,087.00 Round universal 2auge package STD Power window, passenger side $ 158.00 $ - Power window/both passenger and driver window $ 325.00 $ - O.E.M factory installed, AM/FM Premium stereo, CD -Player, Weatherboard, Handfree interface, Bluetooth STD O.E.M factory installed, AM/FM Premium stereo, CD -Player, Weatherband, Handfree interface, Bluetooth, Sirius/XM Satellite $ 157.00 $ - Radio accommodation package includes antenna, power supply and twospeakers No radio $ 175.00) $ - O.E.M factory installed, AM/FM stereo, MP3, Weatherband, Handfree interface, Bluetooth 45.00) $ - O.E.M factory installed, air conditioning STD Dash mounted air cleaner air restriction gauge - (Display in Co -Pilot only) STD Transmission temp gauges STD Windshield defroster fan w/switch dash mounted $ 87.00 $ - Between seats mounted console $ 308.00 $ - Transmission oil sensor check & fill STD CB hot lacks dash mounted $ 13.00 $ - Tilt & telesco a steering wheel STD Tilt steeringwheel $ - Self canceling turn signals STD List seating options for driver and passenger seats. Use as many options as you need to offer seat variations customers have been bu inq. Bostrom Talladega 915 Hi -Back air driver seat 5 26.00 $ - $ - Bostrom Talladega 915 wide ride Hi -Back air driver with 4 chamber air lumbar 5 181.00 $ - Bostrom Talladega 915 Hi -Back air driver seat and air lumbar support $ 137.00 $ - Air -Sears Atlas 70 hi -back driver seat $ 246.00 $ - 157 13.33 13.34 13.35 13.36 13.37 13.38 13.39 13.40 13.41 13.42 13.43 13.44 13.45 13.46 13.47 13.48 13.49 13.50 13.51 13.52 13.53 13.54 13.55 13.56 13.57 13.58 13.59 13.60 13.61 13.62 13.63 13.64 13.65 13.66 13.67 13.68 13.69 13.70 13.71 13.72 13.73 Air -Sears Atlas 70 hi -back driver seat "Premium comfort with height adj. Air lumbar $ 301.00 $ - Air -Sears Atlas 80 hi -back driver seat 4 chamber air lumbar $ 374.00 $ - National 2000 hi -back air driver seat - single chamber air lumbar, 2 position front cushion adjustable 1 $ 104.00 $ 104.00 National 2000 hi -back air driver seat - three chamber air lumbar, 2 position front cushion adjustable front cushion with adjustable rear cushion S 199.00 $ - Mack fixed rider seat mid -back with integral storage compartment $ 82.00 $ - Mack fixed rider seat hi -back with integral storage compartment $ 106.00 $ - Extended non suspension rider seat with seat belts (2) $ 101.00 $ - Mack fixed hi -back rider seat $ 44.00 $ - Bostrom Talladega 90OR mid -back non suspension rider seat $ 74.00 $ - Bostrom Talladega 90OR hi -back non suspension rider seat $ 95.00 $ - Bostrom Talladega 915 mid back air rider seat $ 200.00 $ - Bostrom Talladega 915 hi -back air rider seat $ 297.00 $ - Bostrom Talladega 915 hi -back air rider seat with air lumbar $ 297.00 $ - National 2000 mid -back air rider seat $ 214.00 $ - National 2000 hi -back air rider seat $ 250.00 $ - Omit rider seat $ (40.00) $ - Inboard mounted driver arm rest $ - $ - Inboard mounted rider arm rest - Air Ride Seat Only $ - $ - Cloth with vinyl driver & rider seat $ - $ - Driver seat dust cover $ - $ - Passenger seat dust cover - Not Available with fix passenger seat $ - $ All ultra leather drive and ride set $ 95.00 $ - Orange driver & rider seat belt $ 76.00 $ - Light & buzzer for seat belt $ 35.00 $ - Push button type starter $ 13.00 $ - Diagonal grab handle on inside of driver door 1 $ 35.00 $ 35.00 Co-pilot driver display (enhanced 4.5" diagonal graphic LCD display w/4-button stalk control - includes guard dog routine maintenance monitoring STD Roadwatch ambient air temp gauge for outside and road temps - requires aero-dynamic mirrors $ 648.00 $ - Roadwatch ambient air temp gauge for outside and road temps without display - includes cable to D panel with 6" extra wire $ 967.00 $ - Roadwatch ambient air temp gauge for outside and road temps with display on dash panel $ 1,081.00 $ - 51b fire extinguisher between LH seat base and door with valve aimed rearward 1 $ 66.00 $ 66.00 Reflector kit parallel to inside of rider base seat 1 $ 27.00 $ 27.00 Air conditioning blend air HVAC with ATC temp regulation $ 81.00 $ - Air conditioning blend air HVAC with ATC temp regulation & APADS 5 226.00 $ - Air conditioning with air conditioning protection & diagnostic system APADS $ 132.00 $ - Cab cleanout - includes in cab pneumatic line $ 46.00 $ - 40 Channel CB Radio, 10 channel weather $ 205.00 $ - 48" Radio antenna right side mirror mounted $ 4.00 $ - 48"CB BAntenna left side mirror mounted $ 38.00 $ - CB hot Packs mounted on the dash and in header console $ 17.00 $ - CB mounting in console & external speakers $ 107.00 $ - 158 4 13.74 13.75 13.76 13.77 13.78 13.79 13.80 13.81 14.0 14.10 14.20 14.30 14.40 14.50 14.60 14.70 14.80 14.90 14.10 14.11 14.12 14.13 14.14 14.15 14.16 14.17 14.18 14.19 14.20 14.21 14.22 14.23 14.24 14.25 14.26 14.27 14.28 15.0 15.1 15.2 15.3 15.4 15.5 Auto shutoff for radio when truck is in reverse $ 47.00 $ - Exhaust pyrometer & transmission oil temperature gauges STD Exhaust pyrometer, transmission oil temperature, manifold pressure and air application gauges $ 75.00 $ - Exhaust pyrometer, transmission oil temperature, manifold pressure and air application gauges, Air Suspension $ 100.00 $ - Rear Axle temperature gauge $ 91.00 $ - Red floor lighting w/switch plus (4) door lamps w/switches $ 103.00 $ - Interior storage console mounted on floor between seats w/12 volt power outlet $ 308.00 $ - Bodybuilder interior console mounted to floor between seats $ 209.00 $ - RAK11 f1T f1PTIf1A1C- Additional warranty coverage per spec 12.9 $ - Engine Plan 1 60 months 250,000 miles $ 1,200.00 $ - Engine Plan 1 72 months 250,000 miles $ 2,200.00 $ - Engine Plan 1 84 months 250,000 miles $ 2,520.00 $ - Engine Plan 1 60 months 250,000 miles - HP over 460 horses $ 2,000.00 $ - Engine Plan 1 72 months 250,000 miles - HP over 460 horses $ 3,300.00 $ - Engine Plan 1 84 months 250,000 miles - HP over 460 horses $ 3,800.00 $ - Engine Plan 2 60 months 250,000 miles $ 1,900.00 $ - Engine Plan 2 72 months 250,000 miles $ 3,800.00 $ - Engine Plan 2 84 months 250,000 miles $ 4,300.00 $ - Engine Plan 2 60 months 250,000 miles - HP over 460 horses $ 2,950.00 $ - Engine Plan 2 72 months 250,000 miles - HP over 460 horses $ 5,675.00 $ - Engine Plan 2 84 months 250,000 miles - HP over 460 horses $ 6,450.00 $ - Engine after -treatment systems (EATS) 60 months 250,000 miles $ 675.00 $ - Engine after -treatment systems (EATS) 72 months 250,000 miles $ 825.00 $ - Engine after -treatment systems (EATS) 84 months 250,000 miles $ 950.00 $ - M-Drive Transmission 48 months 500,000 miles $ 971.00 $ - M-Drive Transmission 60 months 500,000 miles $ 2,067.00 $ - M-Drive HD Transmission 48 months 250,000 miles $ 775.00 $ - M-Drive HD Transmission 60 months 250,000 miles $ 1,150.00 $ - M-Drive Clutch 48 months 250,000 $ 395.00 $ - M-Drive Clutch 60 months 250,000 $ 695.00 $ - HVAC Air Conditioning) 60 months $ 600.00 $ - Starter 60 months 300,000 miles $ 203.00 $ - Alternator 60 months 300,000 miles $ 231.00 $ - Starter & Alternator 60 months 300,000 miles $ 315.00 $ For Prebuild and Pilot meets See RFP special Terms and conditions Prebuild specification meeting (per person) to be held in St. Paul/Minneapolis area. $ 1.00 Pilot inspection meeting (per person). $ 900.00 $ - $ - 1 $ - TPA11 1=12 TAW ffPT1f1A1C- Trailer tow package extended to rear of frame 1 $ 317.00 $ 317.00 Trailer package extend to rear of frame per Spec 12.12 $ 417.00 $ - Sin le 7 pin SAE type, end of frame 1 $ 117.00 $ 117.00 Dual 7 pins standard SAE type, end of frame (1) for trailer with electric brakes, 1 for trailer with air brakes $ 158.00 $ - Hand control valve for trailer brakes 1 $ 47.00 $ 47.00 159 16.0 MANUALS / TRADE-IN INTEREST FEE: Percent interest per month (non -compounding) on unpaid cab & 16.1 chassis balance. Applies only to CPV Members. (Payable after trade-in is delivered to vendor). Percentage/per month. $ 1.50 $ - SEE Special Terms and Conditions re interest to State agencies. $ - 16.2 Manuals in print form, parts repair and service, per set $ 900.00 $ - 16.3 Manuals in CD form, parts repair and service, per set $ 500.00 $ - 16.4 Premium Tech Tool $ 3,800.00 $ - 17.0 Delivery Charges: 17.1 Price per loaded mile List starting point 17.2 Roseville, MN 55113 $ 2.00 $ - 18.0 Maintenance /Body Shop Repair Rate Per Hour 18.1 Rate for initial Inspection/Diagnostics $ 167.00 $ - 18.2 Rate for Mechanical Work $ 167.00 $ - 18.3 Rate for Body Work $ 167.00 $ - 19.0 Quantity Discounts: 20 Next Model Year Upcharges Enter the following Production Model Year here »»»»> 2024 20.1 Percentage Upcharge for the following Model Year: 2023MY 1 1.50% $ 1,517.00 20.2 Percentage Upcharge for the following Model Year: 2024MY 1 1.50% $ 1,517.00 20.3 Shipping Surcharge 1 $ 250.00 $ 250.00 20.4 2023MY Material Surcharges 1 $ 7,500.00 $ 7,500.00 20.5 2024MY Material Surcharge 1 $ 4,000.00 $ 4,000.00 Total Cost: $118,722.00 160 CITY OF C HAN HAS S E N Purchase Order No. use emp id 7700 MARKET BLVD., PO BOX 147 CHANHASSEN, MN 55317 CHANg�SEff 952-227-1140 fax 952-227-1170 PURCHASE ORDER — Vendor Ship To -- Name Name Address Address City St _ ZIP City St ZIP Phone Phone Uty Units rz Description U P►^��- sys��m a,s I� yI "' vucaus O Check O Cash O Account No. O [Name Credit Card C # Exp Date BUDGET CODE # Annroval Department Head Signature City Manager Signature Notes/Remarks Order No Sales Rep Date Ship Via ce ! TOTAL 1 Shipping & Handling Taxes State I -SS 1 %,11 TOTAL dp 161 OTBEI Quote Response Form Page 1 of 12 01/17/2023 09:57 PM ox Bars I Wisted I auaaass I Rugby I J*& I Naas PROUDLY MADE IN THE USA 52182 Ember Road Lake Crystal MN 56055 507-726-2728 End User: Customer: 101217 CHARLIE SIEGLE CITY OF CHANHASSEN (PARK PLACE) 7901 PARK PLACE CHANHASSEN MN 55317 USA Phone: 952-292-4694 Taken By: Brandon Oachs Fax: Estimate Terms Quote Date . Expiration Date Salesperson Customer Currency LCO0135237 Net 30 Days. 1/17/2023 2/16/2023-CASSEM, MARTY USD UM Quantity Item Description Unit Price Extended Price EA 1.002475367 MABULTRA-SS-10'-LR27-46/36/36-CHAN-INST 29,402.00 29,402.00 **REF 2085014 - PREVIOUS BUILD** **SS BACKUP CAMERA MOUNT - MOVE TO PASSENGER SIDE AND SO IT'S NOT BEHIND HINGE, ALSO CUSTOMER STATES THE PIPE ON THE FLOW PLATES IS TO BIG DIAMETER AND ADDS TO MUCH SLOP AND THEY BIND** Box Make and Model J-CRAFT - ULTRA -SS Stainless Steel List Truck Type Box Fits Single Axle Box Style Square, Western Crossmemberless Width & Length of Box 96" wide O.D. Side Panel Description 7 GA 201 STAINLESS STEEL panel, fully boxed top rails, horizontally braced, w/sloped self cleaning rubrails, without board pockets, with inverted box top rails dirt shedding. Front Panel Description 7 GA 201 STAINLESS STEEL construction, reinforced top lip, with reinforcings at 1/3 points. Floor Description 1/4" thick Hardox Material, approx 95" wide. Comer Post Description 7 ga 201 STAINLESS steel, full depth, located at rear of body. 1/4" SS Rear Apron and latching hardware Under Structure Description Structural I -BEAM longsills (no crossmembers) Tailgate Description 7 ga 201 Outter STAINLESS steel construction. 1-1/4" dia top & bottom pins, Airtrip linkage standard. Hinge Description Upper gate hinges constructed of 1" thick steel, supported by dual 1/2" ears. Description of Peripheral Items (Lights, Access Steps, etc.) FNWSS-108 approved (rubber grommet mounted) L.E.D. clearance lights, wiring harness, and L.E.D. cluster of 3 included. Airtrip tailgate linkage, Rear mudflaps included. Is Installation included in price? Yes X_ or No Is Box Painted? Yes or No X_ (See details below Box will be Stainless Steel Finish with Rock Guard Underside & Black on Top of Floor) Warranty Information 24 Months from "in service" date Price Includes: **SS BACKUP CAMERA MOUNT - MOVE TO PASSENGER SIDE** 1.007 - 10' 100ULTRASS-LR27-46-36-36 1.1 - Air operated tailgate latch 1.7 - Installation of Body 1.8 - Installation of Air Trip 1.11 - J-Craft Z-Coat/Rock Guard Understructure Single Axle Body 1.011 - Front mudflaps to be mounted to the body in lieu of truck frame 1.051 - Snow Stake Pockets Thru Boxed Top Rail - 162 ;ITBEI ox Bodes I QysW I auragass I Rup I J*A I Travis PROUDLY MADE IN THE USA Quote Response Form Page 2 of 12 01/17/2023 09:57 PM **- Include**** 5 each side Stake pockets through box top rail that are 2" x 1.5" City will use for side extensions for hauling snow*** 1.099 - Tarp/Tie Rail (2" Flatbar) full length both sides (ADD) per/ft of Stainless Steel Body 1.101 - Stow -A -Way Access ladder, w/ steps above (1 ea) MX body series only (SS) Type w/ 2 Steps Above** -Mounted on the Drivers Side Front Corner 1.053 - Dual "split" sander manifolds in rear corner posts -Move manifolds inboard as far as possible 1.054 - Tailgate top lever pin release (Single Axle bodies only) NOTE: ECN Body to have the J-Craft Style QD*** 1.073 - Cabshield, SS 1/2 type (24") weld -on style attached 1.048 - CONSPICUITY TAPE, Installed (Single Application) - Note: For Single Axle Truck ** 1.063 - ASSY SHOVEL HOLDER TUBE - 45" -PNT - FIX TO LIGHTER THICKNESS PIPE** - Round Tube (use muffler tube thickness or close to it) & hammer to hold shovel - Mounted to truck frame bolted on - Painted Black -Note: Install to verify Shovel will fit with Body and Cab before installing - Special Customer Request NON -Contract Item ** 1.258 - Frame Paint Black after Equipments Installed 1.276 - CAMERA-REAR-COVER-SS-I2GA - PROTECTIVE CAMERA COVER (x2) - Wing and Backup Cameras Both Hoist: 2.0 Box Hoist Make and Model RUGBY LR-27 Class & type NTEA class 50, Type I underbody Rated capacity 14.1 ton - 10' body 12.7 ton - I P body Maximum PSI operating pressure 2450 PSI Cylinder bore & stroke 7" dia x 20" Stroke Piston rod diameter & description 2" dia Hard Chrome Plated Sub -frame construction Hinge point constructed of 5"angle, with 1" pin supports, 3-1/2"solid block hinges, & 2" dia pins (greasable), and 2 safety props included. Is installation included in price? Yes_X or No Warranty Info 24 Months from "in service" date Includes: 2.1 - LR27 Hoist Price 2.2 - Installation Price Include all Parts & Labor Install Notes: **USE BRASS SCREW TYPE CAP FITTINGS ON ALL AIR LINES J-CRAFT HAS TO DEAL WITH** **MAKE SURE THE BACK UP ALARM IS ON THE BACKSIDE OF THE HINGE ON BRACKET FACING DOWN TOWARDS THE GROUND SO IF WATER GETS IN IT, IT WON'T FREEZE AND GO BAD** EA 1.001817152 WHELEN-DOT341 OD SYSTEM W/TIR3 -INST 4,811.00 4,811.00 163 Quote Response Form Page 4 of 12 01/17/2023 09:57 PM ox Was I QysbA I Diragass I Rugby I J*& I mauls • PROUDLY MADE IN THE USA 52182 Ember Road Lake Crystal MN 56055 507-726-2728 Taken By: Brandon Oachs End User: Customer: 101217 CHARLIE SIEGLE CITY OF CHANHASSEN (PARK PLACE) 7901 PARK PLACE CHANHASSEN MN 55317 USA Phone: 952-292-4694 Fax: Estimate Terms Quote Date Expiration Date Salesperson Customer Currency LCO0135237 Net 30 Days. 1/17/2023 2/16/2023-CASSEM, MARTY USD UM Quantity Item Description Unit Price Extended Price **REF 2372632 - PREVIOUS** Wing Plow - Make and Model Henke Postless Plow Wing Rear Lift Where Mounted on Truck Front of Chassis Post Structure 23" by 15" HD Parallel Arm Structure with 3" x 10" x 2" Double Acting Lift Cylinder. With Rear Lift for Heel Stow Cylinder. Moldboard Description Smooth Rolled 3/16" hi -tensile 50,000psi Steel Plate, Leading end height 29" and discharge end height 36", non -tripping edge. Anti- Chatter Feature. Moldboard Cutting Edge Description See options below for cutting edge Lift Height Rear Mount Lift 12.65" of Float & Front Mount Lift 14.5" of Float Hydraulic Cylinder Description 4" x 15" x 2" Double Acting Wing Stow Cylinder with built in Counter Balance Valve. 3" x 10" x 2" Post Cylinder. Push Beam Type Single hydraulic push beam with built in accumulator Rear Attached Structure Standard Henke Rear Attach (Front or Rear Mount Capable) Paint Postless Wing painted to your color specification (Chanhassen Green) Warranty Information 12 Months from "in service" date Includes: 4.003 - Wing 10', Spring Cushion Pushbeam, LESS CUTTING EDGES 4.1 - Installation of Wing Plow - w/Standard Bulkhead Couplers 4.5 - Front Mount PPW IN LIEU of the Rear Mount 4.18 - Single Hydraulic push -beam 4 x 28 with built in accumulator IN LIEU of Spring Cushioned push -beam 4.20 - 304 Stainless Steel Wing Moldboard in lieu of Steel 4.22 - Mailbox Cut on Wing Moldboard 4.29 - Add for paint other than standard - (Chanhassen Green) - Note: Make sure couplers are easy & accessable to put on and remove & Weatherpack Wing Strobe Wiring Disconnect **NOTE: NO CUTTING EDGES PER CHANHASSEN - THEY WILL DO THEIR OWN** EA 1.00 2475369 MAB PLOW HITCH-QCP-S/A-REV-STD CPLR-MACK 6,874.00 6,874.00 164 Quote Response Form Page 5 of 12 01/17/2023 09:57 PM ox Mdes I D ysteel I Dundaass I Rugby I J-Grad[ I Trd& PROUDLY MADE IN THE USA 52182 Ember Road Lake Crystal MN 56055 507-726-2728 End User: Customer: 101217 CHARLIE SIEGLE CITY OF CHANHASSEN (PARK PLACE) 7901 PARK PLACE CHANHASSEN MN 55317 USA Phone: 952-292-4694 Taken By: Brandon Oachs _Fax: Estimate Terms Quote Date Expiration Date Salesperson Customer Currency LCO0135237 Net 30 Days. 1/17/2023 2/16/2023-CASSEM, MARTY USD UM Quantity Item Description Unit Price Extended Price **REF 2153666 - PREVIOUS** **VERIFY FRONT WING HOLE IN FRONT ATTACH FOR PROPER HEIGHT** Front Hitch - Make and Model Henke Drop Pin (QCP) - Pick Truck Attach in Options Below Lift cylinder description See Options Below Truck frame mounting requirements 18"-24" front frame extensions. Warranty Info 12 months from "In -Service" date Includes: 5.1 - Installation of Front Hitch 5.2 - 3 line standard bulkhead coulpers 5.12 - Truck Attach kit, J-Craft Style 5.14 - 3" X 10" Single Acting Cylinder 5.18- Spring Return - Channel bumper on each side of hitch Bolt On - Painted black - Note: Make sure couplers are easy & accessable to put on and remove EA 1.00 2475370 MAB*HENKE 41R12IS-SS, ECT, UH-GREEN-INS 13,247.00 13,247.00 165 OTaEl Quote Response Form Page 6 of 12 01/17/2023 09:57 PM 0% Bodes I Crysleel I DirAass I RL4W I J-CM I Travis . PROUDLY MADE IN THE USA **REF 1350265 - PREVIOUS** Two -Way Reversible Snow Plow - Make and Model Henke 2 -Way Reversible Road Warrior Plows Moldboard height 42" Moldboard smoothed rolled design at what radius. 21" Radius Discharge height 42" Plow Throat depth from vertical to deepest point in. 26" Moldboard thickness & type of steel 10 gauge Rolled Plate Moldboard with Integral Shield Type, size and number of vertical reinforcement ribs. Plate, 1/2" x 4" Tapered, Qty. 6 Adjustable cutting edge angles to pavement measured from roadway 3 positions from 10 to 25 degrees surface through perpendicular back toward truck. State number of hook up points from moldboard to frame. 4 points with 1" bearing surface Type and size of reinforcement of frog at either end. 5/8" x 4" x 4" with 1/2" gussets between bolt holes Type and size of circle frame 3 1/2" x 3 1/2" x 1/2" rolled angle Size of double acting reversing cylinders. Hydraulic power reverse with (2) 3" x 10" x 2" D.A. cylinders & cushion valve Size and type of reinforced snow flap 2 ply 12" rubber flap (optional) Type and size of push frame 4" x 4" x 3/8" square steel tube Cutting Edge (AASHO punched) size. See Below for Cutting Edges Distance beyond vertical that snow deflectors integral with 26.5" at 10 degree layback moldboard extends. Size of adjustable snow shoes See Below for Shoe Options Weight of plow (less hitch and hydraulics) 1,771 lbs average weight between 10'- 12' plows Type and number of resettable HD compression spring trip mechanisms. ECT - External compression trip Painting system with type of paint Commercial Blast, Industrial primer, Plow painted to your color specification (verify at time of order) Warranty Info 12 months from "In -Service" date Includes: Length 12' Moldboard height 42" Trip ECT - External Compression Trip 6.009 - ROAD WARRIOR PLOW - 42R121S-ECT- LESS CUTTING EDGES 6.7 - Plow Portion QCP 6.41 - Rod Markers 6.42 - Jack Stand 6.45 - Rubber Shield 12 6.62 - 304 Stainless Steel Moldboard for 10', 1 P & 12' 4.29 - Add for paint other than standard - Chanhassen Green (Face of plow not painted) - Note: Henke to Add Grease Zerks in Plow Reversing Cylinder pins for rod and base end **NOTE: NO CUTTING EDGES PER CHANHASSEN - THEY WILL DO THEIR OWN** 166 Quote Response Form Page 7 of 12 01/17/2023 09:57 PM Ox Bodes I QWMI I D10— I Bugby I craft I Travla PROUDLY MADE IN THE USA 52182 Ember Road Lake Crystal MN 56055 507-726-2728 End User: Customer: 101217 CHARLIE SIEGLE CITY OF CHANHASSEN (PARK PLACE) 7901 PARK PLACE CHANHASSEN MN 55317 USA Phone: 952-292-4694 Taken By: Brandon Oachs Fax: Estimate Terms Quote Date Expiration Date Salesperson Customer Currency LCO0135237 Net 30 Days. 1/17/2023 2/16/2023-CASSEM, MARTY USD UM Quantity Item Description Unit Price Extended Price EA 1.00 2242427 J-CRAFT 6x4TG-SS-SALTSPEC-PREWET BAR -INS 7,182.00 7,182.00 8.0 NON-MnDOT PRICE SCHEDULE SANDER Sander - Make and Model J-Craft 6TGS SS Salt Special Auger size 6" Auger Type of Sander Stainless Steel Under tailgate type, 6" dia (carbon steel) 4" pitch single auger, direct hydraulic drive, Oversized auger motor for low speed operation & continuous flow, LH Discharge w/POLY self -leveling spinner assembly, Dual over -center locks on hopper cleanout door, mtg brackets and mtg tabs welded to hopper, In Stainless Mill Finish. number of spinners Single Left Hand Spinner Warranty Information 24 Months from "in service" date Includes: 8.1 - Installation of Sander include all Parts & Labor 8.2 - Sander with standard couplers installed 8.8 - Exterior spill plates (Removable) made from stainless steel 8.12 - Adder for Stainless Steel Prewet Tube in Sander - DO NOT DRILL HOLES - CUSTOMER WILL DRILL THEIR OWN HOLES IN SS BAR - Extra 6" SS salt shield inside sander - Note: Position the two hoses on the motor forward - (not down). **- Note: Add two pieces on inside of sander to keep flow plates lined up when dumping.** - HOSE SOCKS NEEDED ON ALL HYDRAULIC LINES FOR SANDER** - ADD HOSE CLAMPS AND SS BRACKET FOR PASSENGER SIDE HOSES TO MOUNT IN CHAIN HOLDER** EA 1.00 2475371 MAB HYDRAULICS-6100-GEN5-CHANHASSEN-INS 46,940.00 46,940.00 ** REF 2284972 - PREVIOUS** 9.0 NON-MnDOT PRICE SCHEDULE HYDRAULICS Hydraulics - Make and Model Force America pump, Force/Parker MCV-ISO Add -A -Fold Valve Cab controls description Force America electronic control assembly, Floor Mounted Sander control description Force America model CC-6100 manually adjustable Electronic control, w/stand-by, blast, ground- speed interrupt, & liquid hookup. Pump drive description Automatic Transmission Mounted PTO Pump type Variable displacement, axial piston type, load -sensing, Valve description Closed center load -sensing type, w/mid-inlet, manifold design Number and type functions 9 functions: Hoist Underbody D/A LR27, Plow Lift S/A, Plow Angle D/A, Wing Heel D/A, WingToe D/A, Wing Push Bar D/A, Sander Auger, Sander Spinner, Hydraulic Pre -Wet. - With Relief on Hoist and Float on Plow Lift Cylinder 167 F_J7 �__�_, OK Bodies 1 aYsl:eol I CfeeClass I Rugby I Mraft I rrahs PROUDLY MADE IN THE USA Quote Response Form Page 8 of 12 01/17/2023 09:57 PM (Note: Customer to Use Precise System and need to know when plow float is activated through Precise GPS) Type of valve actuation Elect solenoid, w/manual over -ride Reservoir size w/filler-breather, sight glass, suction screen, and magnetic plug Fluid type ATF (equivalent to Dexron III) Filter style Remote mount, or intank w/12 volt DC condition indicator, & return line check valve. Valve enclosure Steel construction, frame mount design, w/removable cover Hose recommendation 2" dia suction, 1-1/4" dia return, 1" dia pressure, w/balance to match equipment port sizing. R2 for pressure lines, R1 for return lines, R4 for suction line. Return line manifold inclued. Includes: 9.7 - MCV-ISO VALVE 9 FUNCTIONS INSTALLED 9.1 - Installation (Hose, plumbing, hardware, labor, etc.) of hydraulics. 9.26 - FORCE BRACKET, ARM, DISPLAY MOUNT, PIPING -SCREEN MOUNT 9.28 - FLOOR MOUNT CONTROL STAND, INSTALLED (ADDER) 9.32 - IN -TANK mounted filter w/12 volt indicator, installed 9.60 - Force TXV 120 (7.3 CID) pump, w/ 280 hotshift P.T.O. for Allison Trans application, installed - Transmission Mounted Pump 9.73 - Temp/Low oil indicator system, VT35 Mounted w/light mounted in cab installed 9.85 - Adder Internal Counter Balance Valve (Intergrated into Valve) (Wing Post) 9.91 - VT35 stainless steel valve enclosure in lieu of Standard 9.001 - (ADDER) for 6100 Hydraulic Closed Loop Prewet Feedback Cable 9.22 -MODULAR ULTRA-4-6100 Commander control installed Control to be configured with -1st stick (Plow up & Plow Steer -2nd Stick Wing Toe & Wing Heel -3rd Stick Hoist -4th Stick Push Bar Switch Layout: - Switch 1 - On/Off Accessory - Switch 2 - Tire Chains - Switch 3 - Low Oil Override - Switch 4 - PTO - Switch 5 - Spreader On/Off NOTE for INSTALL: Make sure there is room between the control box and power board so they do not vibrate against each other and make sure this is bolted tight to the solid floor. **MAKE SURE TO MOUNT VALVE BODY AS HIGH AS POSSIBLE WITH EVERYTHING CLEAR AND CAPABLE OF USE** **MAKE SURE WHERE HOSES COME OUT OF VAVLE THAT THEY DON NOT RUB ON VALVE ENCLOSURES SHARP SURFACES** EA 1.00 2475384 MAB AIR SPRING KIT, AUTO, MACK-INSTALLED 1,525.00 1,525.00 168 OTBEI Quote Response Form Page 9 of 12 01/17/2023 09:57 PM oxBodes l QyAeMl- lRugbylJ-CraftI PROUDLY MADE IN THE USA 52182 Ember Road Lake Crystal MN 56055 507-726-2728 Taken By: Brandon Oachs Estimate Terms LCO0135237 Net 30 Days. End User: Customer: 101217 CHARLIE SIEGLE CITY OF CHANHASSEN (PARK PLACE) 7901 PARK PLACE CHANHASSEN MN 55317 USA Phone:952-292-4694 Fax: Quote Date Expiration Date Salesperson Customer Currency 1/17/2023 2/16/2023-CASSEM, MARTY USD UM Quantity Item Description Unit Price Extended Price ** REF 2401522 - PREVIOUS** **NOTE VERIFY KIT IS AUTOMATIC NOT MANUAL FOR REGUALATOR** 10.0 NON-MnDOT PRICE SCHEDULE AIR BAG SYSTEM Air Bag System FOLLOWING DETAIL Air Bag System, Make & Model Canadian LoadShare model HS Air bag load capacity at installed height (pounds/inches) 9,500 lbs Air bag diameter 8" Diameter Air bag minimum operating pressure 20 psi Air bag maximum operating pressure 100 psi Grade of fasteners used to mount system. Grade 8 Should air bag system be installed before snow fighting equipment is installed? Yes X or No Warranty Info 24 months from "In -Service" date Includes: 10.4 - Air spring kit, Auto adj., Mack -Note: Make sure Air Bag is clear from oil filter and all other things when filled and not filled. EA 1.002329303 LIGHTBAR/STROBE-ROOF MOUNT-MACK-INST 1,006.00 1,006.00 1.153 - Roof mounted Mircor Edge lights (Alum Crossbar) Installed. (Note: Applicable on trucks with drip rails only!) -Micro Edge Strobes, and turn signals will be installed on light bar. *Note: Mount the light bar ahead of cabshield with enough clearance for cab to move side to side and back and forth** EA 1.00 2222111 MAB*FRAME END CAP-W/OEM-3/411-WSTAR/FL-IN 350.00 350.00 **VERIFY CHASSIS FRAME TO END CAP** 1.008 - Frame End cap W/OEM Stop -Tail -Turn Light mounts (Required if no rear hitch selected), Installed EA 1.00 2147095 LED DOUBLE FACE TURN LIGHTS INSTALLED 266.00 266.00 1.106 - LED Double Face Turn Lights (Mounted off Crossbar side plates) EA 1.001350422 INSTALL, ON SPOT TIRE CHAIN KIT(GENERIC) 2,834.00 2,834.00 169 Quote Response Form Page 10 of 12 01/17/2023 09:57 PM ox Bod- I I D-a- I RugY I C I TrM . PROUDLY MADE IN THE USA 52182 Ember Road Lake Crystal MN 56055 507-726-2728 End User: Customer: 101217 CHARLIE SIEGLE CITY OF CHANHASSEN (PARK PLACE) 7901 PARK PLACE CHANHASSEN MN 55317 USA Phone: 952-292-4694 Taken By: Brandon Oachs Fax: Estimate Terms Quote Date Expiration Date Salesperson Customer Currency LCO0135237 Net 30 Days. 1/17/2023 2/16/2023-CASSEM, MARTY USD UM Quantity Item Description Unit Price Extended Price 1.045 - On Spot Tire Chains System Installed (Per axle) - Note: Make sure to Install correctly so chains do not drag or touch the ground when not in use EA 1.001446473 PREWET TAILGATE KIT LDS-TG100-INS 12,248.00 12,248.00 Includes: 1.237 - LDS-TG100-EGF Tailgate mount for all dump bodies. 100 gallon tank, STAINLESS STEEL mtg hardware, plumbing, & Electric Gravity Feed Valve system, installed 1.244 - PRE -WET UPCHARGE to go with Hydraulic (Closed Loop) Pump IN LIEU of the standard Gravity Feed on all TG Systems Installed Includes: -TG100 100 gal TG Tank KIT - TG 100 MK-SS- ADJ Mounting Kit - 9503x001 TG-CS Quick Fill KIT - 9504x001 TG-CS Suction Plumbing KIT - 9505x003 TG-CS-FM Discharge Nozzle - SS-HPU-HCL Tank Mount Hyd Closed Loop - 9004x002 HPU Relief Valve Kit ******Mount the tank so that the pump is on the right side of the truck************** -Note: Install to make sure hoses that come out bottom side of tank do not go below frame as they set them on the ground for storage. (See Pictures in Digital Pictures) See 2020 truck for hose routings, make sure they go up over top of hinge and behind camera so the view is not obstrcuted. Tank must have vent in it Note: Need two Bulkhead Fittings & one 5 meter cable, and one 6' cable - cable and hoses to stay with tank but the other cable to stay back inside body rubrail. Mount tank as low to sander lid to reach fill port as possible. EA 1.002190624 PRECISE-"ARC"-SENSOR-WIRELESS-GEN5-INS 661.00 661.00 5.1 - Air and Road Temperature Sensor, Wireless (GEN 5) 1117640 - Installed EA 2.001852519 WHELEN-LED SPOT LIGHT(P36SLCHG)-INS 304.00 608.00 1.154 - Accessory LED work light with disconnect (WHELEN SPOT/FLOOD P36SLCHG) -Mount Wing Work Light off Battery Box -Mount Sander Work Light in Ground Sensor Shield on Sander EA 1.00 1818419 WHELEN WING STROBE TIR3(WPLOWZIA) INST 312.00 312.00 170 OTBEI Dx Bodes I Gysted I D=Uass I Rugby I J-= I Tmis _ PROUDLY MADE IN THE USA 52182 Ember Road Lake Crystal MN 56055 507-726-2728 Taken By: Brandon Oachs Estimate Terms Quote Response Form End User: Customer: 101217 Page 11 of 12 01/17/2023 09:57 PM CHARLIE SIEGLE CITY OF CHANHASSEN (PARK PLACE) 7901 PARK PLACE CHANHASSEN MN 55317 USA Phone: 952-292-4694 _ Fax: Quote Date Expiration Date Salesperson Customer Currency LCO0135237 Net 30 Days. 1/17/2023 2/16/2023-CASSEM, MARTY USD UM Quantity Item Description Unit Price Extended Price 1.107 - Whelen Amber Wing Strobe Super LED TIR3 w/20' HD TPR (WPLOWZIA) Installed EA 2.00 2485218 KIT-6100-GEN 5-STD-CAM -20M CABLE-INST 525.00 1,050.00 9.032 - (ADDER) for optional Force Camera Kit, Installed Backup Camera Mouned off Drivers Side Rear Piller Top Comer - Triggered to Reverse Wing Camera - Mounting Location off Right Side Strobe Tube Install SS Camera Shields on both Cameras Cameras will tie into Force GEN 5 Screen for Viewing. EA 1.00 2463034 MNDOT STATE CONTRACT PURCHASE (212554) 0.00 0.00 After reviewing your equip. needs, and per the State of MN contract number (222960) release number S-863(5) and J-Craft contract number 222960, valid thru August 31 st, 2023 we offer this for your consideration. Note: 1. This quote is a summary of the State of MN price pages, and detailed spec sheets. 2. Warranty is 24 months from In -Service date. ISO 9001:2008 CERTIFIED J-Craft is certified as a NTEA MVP member. Municipal Terms of Sale: If you accept this proposal please sign and date below with PO# if you use one: PO# Accepted By (Print): Accepted By (Signature): Date: Note: If Changes need to be made after PO is submitted we will need a revised PO reflecting the changes. Visit us online at www.j-craftinc.com/ OPTION TO ADD: ADD $2,744.00 TO TOTAL TO GO WITH A SHURCO ELECTRIC ARM TARP WITH TENSION HOOP AND STAINLESS STEEL BRACKETS ON BODY INSTALLED. 171 OTBEI Ox Bodes I Crysteet I Dsaaass I Rugby I JCrffit I Tads PROUDLY MADE IN THE USA 52182 Ember Road Lake Crystal MN 56055 507-726-2728 Quote Response Form Page 12 of 12 01/17/2023 09:57 PM End User: Customer: 101217 CHARLIE SIEGLE CITY OF CHANHASSEN (PARK PLACE) 7901 PARK PLACE CHANHASSEN MN 55317 USA Phone: 952-292-4694 Taken By: Brandon Oachs Fax: _ Expiration Date Salesperson Customer Currency LCO0135237 Net 30 Days. 1/17/2023 2/16/2023-CASSEM, MARTY USD Sale Amount: 155,182.00 Freight: 0.00 Sales Tax: 0.00 FET Charges: 0.00 Total Amount: 155,182.00 172 CITY OF CHANHASSEN Purchase Order No, use emp Id 7700 MARKET BLVD., PO BOX 147 Crrf CHANHASSEN, MN 55317 OFCHANHASSEN, 952-227-1140 fax 952-227-1170 PURCHASE ORDER = Vendor Ship To [Address me Lutno E9 t, i n wi a n-j— Name Address St_ ZIP City St ZIP ne Phone Dty Units Description T� I Unit Price ! TOTAL I I F F KS (X P i p L CarT:j Pau�fi Fo��s a5 SPc c,,, r,d i ueians CheckCashccount No.redit LName Card Exp Date BUDGET CODE # Annrovnl Department Head Signature City Manager Signature Notes/Remarks Order No Sales Rep Date Ship Via SubTotal I ! Shipping & Handling i i Taxes State i TOTAL Qp 173 La► o �I►I 3021 W 133rd St • Shakopee, MN 55379. 952-445-6310 6140 Hwy 10 NW • Anoka, MN 65303.763-323-1720 23580 Hwy 55 • Loretto, MN 55357.763-479-M www.lanoequip.com • www.lanoeq.com a www.lanogardengear.com QUOTE - DO NOT PAY Quote: 01-159699 PO: Date: 1/13/2023 Custid: CITYCHANHA Cust Email: dwashburn@ci.chanhassen.mn.us Phone: (952) 227-1140 Salesperson: Juston.L User: Juston.L Bill To: Ship To: CITY OF CHANHASSEN CITY OF CHANHASSEN ,7700 MARKET BLVD P O BOX 147 CHANHASSEN, MN 55317 em Type Description Qty Tax Price Discount Net Pric FKS 60" PIPE / NEW QU VIRNIG PFKS 60" PIPE Yr: 2023 1.0000 $6,500.00 VIR - VIRNIG 60" PIPE CARRIAGE PALLET FORKS.2 CYLI Total PFKS 60" PIPE / NEW $6,500.0 Total: $6,500.0 otals Sub Total: $6,500.0 Total Tax: $0.0 Invoice Total: $6,500.0 Signature: -- Quote is Valid for 30 days, programs and discounts subject to change without notice 174 r z D 175 %W&W CITY OF CHANHASSEN 7700 MARKET BLVD., PO BOX 147 CHANHASSEN, MN 55317 C�SEff 952-227-1140 fax 952-227-1170 Vendor Ship To Name M�j}a �a�^a i we Lam Address City StZIP Phone Units I 31 409% on Purchase Order No. use emp Id PURCHASE ORDER = Grcu-Nasm-LSfcr 5900 OLS Spe.cj r', qd Payment Details - OO Check O Cash O Account No. O Credit Card Name CC # Exp Date BUDGET CODE # Annrnval Department Head Signature City Manager Signature Notes/Remarks Order No Sales Rep Date Ship Via St ZIP I Unit Price ! TOTAL I 116'7S;L.' SubTotal I I Shipping & Handling t f__� t Taxes State I i TOTAL jil 176 Charlie Siegle City of Chanhassen MTI Distributing Equipment Quote September 15, 2022 Quote Expiration Date: 10/15/2022 MINNESOTA STATE CONTRACT PRICING - CONTRACT #206789 Qty Model Description Quote Price Each Quote Price Number Extended 1 31698 Groundsmaster 5900 (T4) $116,022.66 $116,022.66 1 30671 Universal Sunshade, Red $759.72 $759.72 Equipment Total $116,782.38 6.875% Sales Tax Exemptl Total $116,782.38 Quote validity: As a result of supply chain disruptions effecting availability and pricing, the pricing above cannot be guaranteed. Should you commit to a non -binding purchase commitment, a firm quote (including finance rates) will be provided when product becomes available. Net 30 Terms with qualified credit New Toro commercial equipment comes with a two-year manufacturer warranty Equipment delivery and set-up at no additional charge All commercial products purchased by a credit card will be subject to a 2.5% service fee. Thank you for the opportunity to submit this quote. If you have any questions, please do not hesitate in contacting us. Larry Gorman Outside Sales Representative 612-877-0830 Karen Wangensteen Inside Sales Representative 763-592-5643 MTI Distributing, Inc. • 4830 Azelia Avenue N. #100 - Brooklyn Center, MN 55429 f commit to the purchase as detailed on quote above. 1 reserve the right to opt out of intended purchase at any time prior to scheduled delivery. I understand that the 7uoted pricing above is not guaranteed and that I will be provided a new proposal when product becomes available. Name: C6.v. e, s S Signature: 01.&A- Date: Q —1 S' ;zZ 177 City Council Item January 23, 2023 Item Resolution 2023-XX: Approve a Cooperative Construction Agreement with MnDOT for the TH41 Improvement Project File No. N/A Item No: E.8 Agenda Section CONSENT AGENDA Prepared By Charlie Howley, Director of Public Works/City Engineer Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council adopts a resolution approving a Cooperative Construction Agreement with MnDOT for the TH41 Improvement Project." Motion Type I Simple Majority Vote of members present Strategic Asset Management Priority SUMMARY MnDOT will be resurfacing the pavement and making other minor improvements along TH41 between Pioneer Trail and TH5. As part of the project, the existing temporary traffic signal system will be replaced with a permanent system at 82nd Street. Since half of the Right -of -Way (ROW) of 82nd Street is under Chanhassen jurisdiction, MnDOT requires a cost share from the city to pay the prorated portion of the signal system costs, and to require long-term maintenance of particular signal system components. This is standard protocol for all similar projects in MnDOT ROW. BACKGROUND N/A DISCUSSION 178 M BUDGET This project has been planned for and is identified as CIP Project #ST-042. The CIP project cost was estimated at $140,000, while MnDOT's current construction estimate is $101,645. Funding for this project will come from the City's Municipal State Aid funding, included in the overall Pavement Management Program (PMP) Fund. RECOMMENDATION Staff recommends approving the resolution to enter into the contract with MnDOT. ATTACHMENTS Resolution Cooperative Construction Agreement 1051703 CIP #ST-042 179 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: January 23, 2023 RESOLUTION NO: MOTION BY: SECONDED BY: 2023-XX A RESOLUTION AUTHORIZING ENTERING INTO MNDOT COOPERATIVE CONSTRUCTION AGREEMENT NO.1051703 FOR THE TH 41 IMPROVEMENT PROJECT WHEREAS, MnDOT will be resurfacing the pavement and making other minor improvements along TH41 between Pioneer Trail and TH5, State Project No. 1008-96; and WHEREAS, as part of the project, the existing traffic signal system at the intersection of TH41 and 82nd Street will be replaced; and WHEREAS, since approximately half of the Right -of -Way (ROW) of 82nd Street is under Chanhassen jurisdiction, MnDOT requires a cost share from the city to pay the prorated portion of the signal system costs, and to require long-term maintenance of particular signal system components. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby authorizes entering into MnDOT Agreement No. 1051703 with the State of Minnesota, Department of Transportation to provide for payment of the city's share of the costs of the Signal System construction and other associated construction to be performed upon, along, and adjacent to Trunk Highway No. 41 from 0.21 miles north of Pioneer trail to Trunk Highway No. 5 within the corporate Chanhassen city limits under State Project No. 1008-96. BE IT FURTHER RESOLVED that the Mayor and City Manager are authorized to execute the Agreement and any amendments to the Agreement. PASSED AND ADOPTED by the Chanhassen City Council this 23rd day of January, 2023. ATTEST: Kim Meuwissen, City Clerk YES NO Elise Ryan, Mayor ABSENT 180 MnDOT Contract No.: 1051703 State Project Number (SP): Trunk Highway Number (TH): State Aid Project Number (SAP): State Aid Project Number (SAP): Federal Project Number: Signal System ID: STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION AND CITY OF CHASKA AND CITY OF CHANHASSEN COOPERATIVE CONSTRUCTION AGREEMENT 1008-96 41=260 196-114-001 194-121-001 STBG 1023(106) 4361702 Chaska Estimated Amount Receivable $101,644.99 Chanhassen Estimated Amount Receivable $101,644.99 This Agreement is between the State of Minnesota, acting through its Commissioner of Transportation (State), The City of Chaska, acting through its City Council (Chaska), and the City of Chanhassen, acting through its City Council (Chanhassen). Recitals 1. The State will perform grading, bituminous mill and overlay, ADA improvements, and signal construction and other associated construction upon, along, and adjacent to Trunk Highway No. 41 from 0.21 miles north of Pioneer Trail to Trunk Highway No. 5 according to State -prepared plans, specifications, and special provisions designated by the State as State Project No. 1008-96 (TH 41=260) (Project); and 2. Chaska has requested the State include in its Project Signal System construction; and 3. Chaska wishes to participate in the costs of the Signal System construction and associated construction engineering; and 4. Chanhassen has requested the State include in its Project Signal System construction; and 5. Chanhassen wishes to participate in the costs of the Signal System construction and associated construction engineering; and 6. Minnesota Statutes § 161.20, subdivision 2 authorizes the Commissioner of Transportation to make arrangements with and cooperate with any governmental authority for the purposes of constructing, maintaining, and improving the trunk highway system. Agreement 1. Term of Agreement; Survival of Terms; Plans; Incorporation of Exhibits 1.1. Effective Date. This Agreement will be effective on the date the State obtains all signatures required by Minnesota Statutes § 16C.05, subdivision 2. 1.2. Expiration Date. This Agreement will expire when all obligations have been satisfactorily fulfilled. 1.3. Survival of Terms. All clauses which impose obligations continuing in their nature and which must survive in order to give effect to their meaning will survive the expiration or termination of this Agreement, including, without limitation, the following clauses: 3. Maintenance by Chaska and Chanhassen; -1- Three-Party Receivable Standard with Signal 181 MnDOT Contract No.: 1051703 11. Liability; Worker Compensation Claims; 13. State Audits; 14. Government Data Practices; 15. Governing Law; Jurisdiction; Venue; and 17. Force Majeure. The terms and conditions set forth in Article 4. Signal System and EVP System Operation and Maintenance will survive the expiration of this Agreement, but may be terminated by another Agreement between the parties. 1.4. Plans, Specifications, and Special Provisions. Plans, specifications, and special provisions designated by the State as State Project No. 1008-96 (TH 41=260) are on file in the office of the Commissioner of Transportation at Saint Paul, Minnesota, and incorporated into this Agreement by reference (Project Plans). 1.5. Exhibits. Preliminary Schedule "I" is on file in the office of Chaska's City Engineer, in the office of Chanhassen's Public Works Director/City Engineer, and attached and incorporated into this Agreement. 2. Construction by the State 2.1. Contract Award. The State will advertise forbids and award a construction contract to the lowest responsible bidder according to the Project Plans. 2.2. Direction, Supervision, and Inspection of Construction A. Supervision and Inspection by the State. The State will direct and supervise all construction activities performed under the construction contract, and perform all construction engineering and inspection functions in connection with the contract construction. All contract construction will be performed according to the Project Plans. B. Inspection by Chaska and Chanhassen. Chaska and Chanhassen participation construction covered under this Agreement will be open to inspection by Chaska and Chanhassen. If Chaska or Chanhassen believes Chaska or Chanhassen participation construction covered under this Agreement has not been properly performed or that the construction is defective, Chaska or Chanhassen will inform the State District Engineer's authorized representative in writing of those defects. Any recommendations made by Chaska or Chanhassen are not binding on the State. The State will have the exclusive right to determine whether the State's contractor has satisfactorily performed Chaska and Chanhassen participation construction covered under this Agreement. 2.3. Plan Changes, Additional Construction, Etc. A. The State will make changes in the Project Plans and contract construction, which may include Chaska and Chanhassen participation construction covered under this Agreement, and will enter into any necessary addenda and change orders with the State's contractor that are necessary to cause the contract construction to be performed and completed in a satisfactory manner. The State District Engineer's authorized representative will inform the appropriate Chaska and Chanhassen officials of any proposed addenda and change orders to the construction contract that will affect Chaska and Chanhassen participation construction covered under this Agreement. B. Chaska or Chanhassen may request additional work or changes to the work in the plans as part of the construction contract. Such request will be made by an exchange of letter(s) with the State. If the State determines that the requested additional work or plan changes are necessary or desirable and can be accommodated without undue disruption to the Project, the State will cause the additional work or plan changes to be made. 2.4. Satisfactory Completion of Contract. The State will perform all other acts and functions necessary to cause the construction contract to be completed in a satisfactory manner. -2- Three-Party Receivable Standard with Signal 182 MnDOT Contract No.: 1051703 2.5. Permits A. Chaska or Chanhassen will submit to the State's Utility Engineer an original permit application for all utilities owned by Chaska or Chanhassen to be constructed hereunder that are upon and within the Trunk Highway Right -of -Way. Applications for permits will be made on State form "Application For Utility Permit On Trunk Highway Right -of -Way" (Form 2525). 2.6. Replacement of Castings. Adjustments to certain Chaska or Chanhassen -owned facilities, including but not limited to, valve boxes and frame and ring castings, may be performed by the State's contractor under the construction contract. Chaska or Chanhassen will furnish the contractor with new units and/or parts for those in place Chaska or Chanhassen -owned facilities when replacements are required and not covered by a contract pay item, without cost or expense to the State or the contractor, except for replacement of units and/or parts broken or damaged by the contractor. 3. Maintenance by Chaska and Chanhassen Upon completion of the Project, Chaska and Chanhassen will provide the following within their respective corporate City limits and without cost or expense to the State: 3.1. Sidewalks. Maintenance of any sidewalk construction, including stamped and colored concrete sidewalk (if any) and pedestrian ramps. Maintenance includes, but is not limited to, snow, ice and debris removal, patching, crack repair, panel replacement, cross -street pedestrian crosswalk markings, vegetation control of boulevards (if any), and any other maintenance activities necessary to perpetuate the sidewalks in a safe, useable, and aesthetically acceptable condition. 3.2. Trails. Maintenance of any trail construction. Maintenance includes, but is not limited to, snow and ice control/removal, sweeping and debris removal, patching, crack repair, pavement replacement, vegetation control, signing, pavement markings, and any other maintenance activities necessary to perpetuate the trails in a safe and usable condition. 3.3. Additional Drainage. No party to this Agreement will drain any additional drainage volume into the storm sewer facilities constructed under the construction contract that was not included in the drainage for which the storm sewer facilities were designed, without first obtaining written permission to do so from the owner of the storm sewer facilities. The drainage areas served by the storm sewer facilities constructed under the construction contract are shown in a drainage area map, Exhibit "Drainage Area," which is on file in the office of the State's District Hydraulics Unit at Roseville and is incorporated into this Agreement by reference. 4. Signal System and EVP System Operation and Maintenance Operation and maintenance responsibilities will be as follows for the Signal System and EVP System on TH 41 at 82"d St. W. 4.1. Chaska and Chanhassen Responsibilities A. Power. Chaska and Chanhassen will be jointly responsible for the hook-up cost and application to secure an adequate power supply to the service pad(s) or pole(s) and will pay all monthly electrical service expenses necessary to operate the Signal System, EVP System at the shared cost of 50 percent Chaska and 50 percent Chanhassen. Chanhassen will receive the bill for said hook-up, application, and monthly electrical service costs and will invoice Chaska for 50 percent of the cost. B. Minor Signal System Maintenance. Chanhassen will provide for the following, without cost to the State, and will invoice Chaska for 50 percent of the cost to perform the following: -3- Three-Party Receivable Standard with Signal 183 MnDOT Contract No.: 1051703 i. Maintain the signal pole mounted LED luminaires, including replacing the luminaires when necessary. The LED luminaire must be replaced when it fails or when light levels drop below recommended AASHTO levels for the installation. ii. Replace the Signal System LED indications. Replacing LED indications consists of replacing each LED indication when it reaches end of life per the MnDOT Traffic Engineering Manual or fails or no longer meets Institute of Traffic Engineers (ITE) standards for light output. iii. Clean the Signal System controller cabinet and service cabinet exteriors. iv. Clean the Signal System and luminaire mast arm extensions. v. Paint and maintain the cross -street pedestrian crosswalk markings. 4.2. State Responsibilities A. Timing; Other Maintenance. The State will maintain the signing, and perform all other Signal System, APS, and signal pole luminaire circuit maintenance without cost to Chaska or Chanhassen. All Signal System timing will be determined by the State, and no changes will be made without the State's approval. B. EVP System Operation. The EVP System will be installed, operated, maintained, and removed according to the following conditions and requirements: i. All maintenance of the EVP System must be done by State forces. ii. Emitter units may be installed only on authorized emergency vehicles, as defined in Minnesota Statutes § 169.011, Subdivision 3. Authorized emergency vehicles may use emitter units only when responding to an emergency. Chaska and Chanhassen will provide the State's District Engineer or their designated representative a list of all vehicles with emitter units, if requested by the State. iii. Malfunction of the EVP System must be reported to the State immediately. iv. In the event the EVP System or its components are, in the opinion of the State, being misused or the conditions set forth in Paragraph ii. above are violated, and such misuse or violation continues after Chaska or Chanhassen receives written notice from the State, the State may remove the EVP System. Upon removal of the EVP System pursuant to this Paragraph, all of its parts and components become the property of the State. v. All timing of the EVP System will be determined by the State. 4.3. Right -of - Way Access. Each party authorizes the other party to enter upon their respective public right-of-way to perform the maintenance activities described in this Agreement. 4.4. Related Agreements. This Agreement will supersede and terminate the operation and maintenance terms of Agreement No. 79738R, dated June 12, 2000, between the parties for the intersection of TH 41 at 82"1 St. W. 5. Basis of Chaska Cost 5.1. Schedule Y'. The Preliminary Schedule "I" includes anticipated Chaska participation construction items, State Furnished Materials lump sum amounts, and the construction engineering cost share covered under this Agreement, and is based on engineer's estimated unit prices. 5.2. Chaska Participation Construction. Chaska will participate in the following at the percentages indicated. The construction includes Chaska's proportionate share of item costs for Mobilization and Traffic Control. -4- Three-Party Receivable Standard with Signal 184 MnDOT Contract No.: 1051703 A. 25 Percent will be Chaska's rate of cost participation in all of the Signal System construction. The construction includes, but is not limited to, those construction items tabulated on Sheet No. 2 of the Preliminary Schedule "I." 5.3. State Furnished Materials. The State will furnish an ATC Cabinet 350, Autoscope System, 4 video detection cameras, PTZ camera, and fiber (State Furnished Materials), according to the Project Plans, to operate the traffic control signal system covered under this Agreement. Chaska's lump sum share for State Furnished Materials is $19,458.25. Chaska's cost share for State Furnished Materials will be added to Chaska's total construction cost share as shown in the Schedule "I." 5.4. Construction Engineering Costs. Chaska will pay a construction engineering charge equal to 8 percent of the total Chaska participation construction covered under this Agreement. 5.5. Plan Changes, Additional Construction, Etc. Chaska will share in the costs of construction contract addenda and change orders that are necessary to complete Chaska participation construction covered under this Agreement, including any Chaska requested additional work and plan changes. The State reserves the right to invoice Chaska for the cost of any additional Chaska requested work and plan changes, construction contract addenda, change orders, and associated construction engineering before the completion of the contract construction. 5.6. Liquidated Damages. All liquidated damages assessed the State's contractor in connection with the construction contract will result in a credit shared by each party in the same proportion as their total construction cost share covered under this Agreement is to the total contract construction cost before any deduction for liquidated damages. 6. Chaska Cost and Payment by Chaska 6.1. Chaska Cost. $101,644.99 is Chaska's estimated share of the costs of the contract construction, State Furnished Materials, and the construction engineering cost share as shown in the Preliminary Schedule "I." The Preliminary Schedule "I" was prepared using anticipated construction items and estimated quantities and unit prices and may include any credits or lump sum costs. Upon award of the construction contract, the State will prepare a Revised Schedule "I" based on construction contract construction items, quantities, and unit prices, which will replace and supersede the Preliminary Schedule "I" as part of this Agreement. 6.2. Conditions of Payment. Chaska will pay the State Chaska's total estimated construction and construction engineering cost share, as shown in the Revised Schedule "I," after the following conditions have been met: A. Execution of this Agreement and transmittal to Chaska, including a copy of the Revised Schedule "I." B. Chaska's receipt of a written request from the State for the advancement of funds. 6.3. Acceptance of Chaska's Cost and Completed Construction. The computation by the State of the amount due from Chaska will be final, binding and conclusive. Acceptance by the State of the completed contract construction will be final, binding, and conclusive upon Chaska as to the satisfactory completion of the contract construction. 6.4. Final Payment by Chaska. Upon completion of all contract construction and upon computation of the final amount due the State's contractor, the State will prepare a Final Schedule "I" and submit a copy to Chaska. The Final Schedule "I" will be based on final quantities, and include all Chaska participation construction items and the construction engineering cost share covered under this Agreement. If the final cost of Chaska participation construction exceeds the amount of funds advanced by Chaska, Chaska will pay the -5- Three-Party Receivable Standard with Signal 185 MnDOT Contract No.: 1051703 difference to the State without interest. If the final cost of Chaska participation construction is less than the amount of funds advanced by Chaska, the State will refund the difference to Chaska without interest. The State and Chaska waive claims for any payments or refunds less than $5.00 according to Minnesota Statutes § 15.415. 7. Basis of Chanhassen Cost 7.1. Schedule Y'. The Preliminary Schedule "I" includes anticipated Chanhassen participation construction items, State Furnished Materials lump sum amounts, and the construction engineering cost share covered under this Agreement, and is based on engineer's estimated unit prices. 7.2. Chanhassen Participation Construction. Chanhassen will participate in the following at the percentages indicated. The construction includes Chanhassen's proportionate share of item costs for Mobilization and Traffic Control. A. 25 Percent will be Chanhassen's rate of cost participation in all of the Signal System construction. The construction includes, but is not limited to, those construction items tabulated on Sheet No. 2 of the Preliminary Schedule "I." 7.3. State Furnished Materials. The State will furnish an ATC Cabinet 350, Autoscope System, 4 video detection cameras, PTZ camera, and fiber (State Furnished Materials), according to the Project Plans, to operate the traffic control signal system(s) covered under this Agreement. Chanhassen's lump sum share for State Furnished Materials is $19,458.25. Chanhassen's cost share for State Furnished Materials will be added to Chanhassen's total construction cost share as shown in the Schedule "I." 7.4. Construction Engineering Costs. Chanhassen will pay a construction engineering charge equal to 8 percent of the total Chanhassen participation construction covered under this Agreement. 7.5. Plan Changes, Additional Construction, Etc. Chanhassen will share in the costs of construction contract addenda and change orders that are necessary to complete Chanhassen participation construction covered under this Agreement, including any Chanhassen requested additional work and plan changes. The State reserves the right to invoice Chanhassen for the cost of any additional Chanhassen requested work and plan changes, construction contract addenda, change orders, and associated construction engineering before the completion of the contract construction. 7.6. Liquidated Damages. All liquidated damages assessed the State's contractor in connection with the construction contract will result in a credit shared by each party in the same proportion as their total construction cost share covered under this Agreement is to the total contract construction cost before any deduction for liquidated damages. 8. Chanhassen Cost and Payment by Chanhassen 8.1. Chanhassen Cost. $101,644.99 is Chanhassen's estimated share of the costs of the contract construction, State Furnished Materials, and the construction engineering cost share as shown in the Preliminary Schedule "I." The Preliminary Schedule "I" was prepared using anticipated construction items and estimated quantities and unit prices and may include any credits or lump sum costs. Upon award of the construction contract, the State will prepare a Revised Schedule "I" based on construction contract construction items, quantities, and unit prices, which will replace and supersede the Preliminary Schedule "I" as part of this Agreement. 8.2. Conditions of Payment. Chanhassen will pay the State Chanhassen's total estimated construction and construction engineering cost share, as shown in the Revised Schedule "I," after the following conditions have been met: go Three -Party Receivable Standard with Signal 186 MnDOT Contract No.: 1051703 A. Execution of this Agreement and transmittal to Chanhassen, including a copy of the Revised Schedule 111.11 B. Chanhassen's receipt of a written request from the State for the advancement of funds. 8.3. Acceptance of Chanhassen's Cost and Completed Construction. The computation by the State of the amount due from Chanhassen will be final, binding and conclusive. Acceptance by the State of the completed contract construction will be final, binding, and conclusive upon Chanhassen as to the satisfactory completion of the contract construction. 8.4. Final Payment by Chanhassen. Upon completion of all contract construction and upon computation of the final amount due the State's contractor, the State will prepare a Final Schedule "I" and submit a copy to Chanhassen. The Final Schedule "I" will be based on final quantities, and include all Chanhassen participation construction items and the construction engineering cost share covered under this Agreement. If the final cost of Chanhassen participation construction exceeds the amount of funds advanced by Chanhassen, Chanhassen will pay the difference to the State without interest. If the final cost of Chanhassen participation construction is less than the amount of funds advanced by Chanhassen, the State will refund the difference to Chanhassen without interest. The State and Chanhassen waive claims for any payments or refunds less than $5.00 according to Minnesota Statutes § 15.415. 9. Authorized Representatives Each party's Authorized Representative is responsible for administering this Agreement and is authorized to give and receive any notice or demand required or permitted by this Agreement. 9.1. The State's Authorized Representative will be: Name, Title: Malaki Ruranika, Cooperative Agreements Engineer (or successor) Address: 395 John Ireland Boulevard, Mailstop 682, Saint Paul, MN 55155 Telephone: (651) 366-4634 Email: malaki.ruranika@state.mn.us 9.2. Chaska's Authorized Representative will be: Name, Title: Matt Clark, City Engineer (or successor) Address: One City Hall Plaza, Chaska, MN 55318 Telephone: (952) 227-7522 Email: mclark@chaskamn.gov 9.3. Chanhassen's Authorized Representative will be: Name, Title: Charlie Howley, Public Works Director/City Engineer (or successor) Address: 7901 Park Place, Chanhassen, MN 55317 Telephone: (952) 227-1169 Email: chowley@chanhassemmn.gov 10. Assignment; Amendments; Waiver; Contract Complete 10.1. Assignment. No party may assign or transfer any rights or obligations under this Agreement without the prior consent of the other party and a written assignment agreement, executed and approved by the same parties who executed and approved this Agreement, or their successors in office. The foregoing does not prohibit Chaska or Chanhassen from contracting with a third -party to perform Chaska or Chanhassen maintenance responsibilities covered under this Agreement. -7- Three-Party Receivable Standard with Signal 187 MnDOT Contract No.: 1051703 10.2. Amendments. Any amendment to this Agreement must be in writing and will not be effective until it has been executed and approved by the same parties who executed and approved the original Agreement, or their successors in office. 10.3. Waiver. If a party fails to enforce any provision of this Agreement, that failure does not waive the provision or the party's right to subsequently enforce it. 10.4. Contract Complete. This Agreement contains all prior negotiations and agreements between the State, Chaska, and Chanhassen. No other understanding regarding this Agreement, whether written or oral, may be used to bind either party. 11. Liability; Worker Compensation Claims 11.1. Each party is responsible for its own acts, omissions and the results thereof to the extent authorized by law and will not be responsible for the acts and omissions of others and the results thereof. Minnesota Statutes § 3.736 and other applicable law govern liability of the State. Minnesota Statutes Chapter 466 and other applicable law govern liability of Chaska and Chanhassen. 11.2. Each party is responsible for its own employees for any claims arising under the Workers Compensation Act. 12. Nondiscrimination Provisions of Minnesota Statutes § 181.59 and of any applicable law relating to civil rights and discrimination are considered part of this Agreement. 13. State Audits Under Minnesota Statutes § 16C.05, subdivision 5, Chaska's and Chanhassen's books, records, documents, and accounting procedures and practices relevant to this Agreement are subject to examination by the State and the State Auditor or Legislative Auditor, as appropriate, for a minimum of six years from the end of this Agreement. 14. Government Data Practices Chaska, Chanhassen, and State must comply with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as it applies to all data provided under this Agreement, and as it applies to all data created, collected, received, stored, used, maintained, or disseminated by Chaska and Chanhassen under this Agreement. The civil remedies of Minnesota Statutes §13.08 apply to the release of the data referred to in this clause by either Chaska, Chanhassen, or the State. 15. Governing Law; Jurisdiction; Venue Minnesota law governs the validity, interpretation, and enforcement of this Agreement. Venue for all legal proceedings arising out of this Agreement, or its breach, must be in the appropriate state or federal court with competent jurisdiction in Ramsey County, Minnesota. 16. Termination; Suspension 16.1. By Mutual Agreement. This Agreement may be terminated by mutual agreement of the parties. 16.2. Termination for Insufficient Funding. The State may immediately terminate this Agreement if it does not obtain funding from the Minnesota Legislature, or other funding source; or if funding cannot be continued at a level sufficient to allow for the performance of contract construction under the Project. Termination must be by written or fax notice to Chaska and Chanhassen. 16.3. Suspension. In the event of a total or partial government shutdown, the State may suspend this Agreement and all work, activities, and performance of work authorized through this Agreement. M Three -Party Receivable Standard with Signal 188 MnDOT Contract No.: 1051703 17. Force Majeure No party will be responsible to the other for a failure to perform under this Agreement (or a delay in performance) if such failure or delay is due to a force majeure event. A force majeure event is an event beyond a party's reasonable control, including but not limited to, unusually severe weather, fire, floods, other acts of God, labor disputes, acts of war or terrorism, or public health emergencies. (The remainder of this page has been intentionally left blank.) 0 Three -Party Receivable Standard with Signal 189 MnDOT Contract No.: 1051703 CITY OF CHASKA The undersigned certify that they have lawfully executed this contract on behalf of the Governmental Unit as required by applicable charter provisions, resolutions, or ordinances. By: Draft — Do Not Sign Title Date: By: Draft — Do Not Sign Title Date: INCLUDE COPY OF RESOLUTION APPROVING THE AGREEMENT AND AUTHORIZING ITS EXECUTION. -10- Three-Party Receivable Standard with Signal 190 CITY OF CHANHASSEN The undersigned certify that they have lawfully executed this contract on behalf of the Governmental Unit as required by applicable charter provisions, resolutions, or ordinances. By: Draft — Do Not Sign Title: Date: By: Draft — Do Not Sign Title: Date: MnDOT Contract No.: 1051703 DEPARTMENT OF TRANSPORTATION Recommended for Approval: By: Draft — Do Not Sign (District Engineer) Date: Approved: By: Draft — Do Not Sign (State Design Engineer) Date: COMMISSIONER OF ADMINISTRATION By: Draft — Do Not Sign (With Delegated Authority) Date: INCLUDE COPY OF RESOLUTION APPROVING THE AGREEMENT AND AUTHORIZING ITS EXECUTION. -11- Three-Party Receivable Standard with Signal 191 PRELIMINARY SCHEDULE "I" Agreement No. 1051703 Cities of Chaska and Chanhassen SP 1008-96 (TH 41=260) Preliminary: Draft SAP 196-114-001, SAP 194-121-001 Fed. Proj. STBG 1023(106) Grading, bituminous mill and overlay, ADA improvements, and signal construction to start approximately 6/l/2023 under State Contract No. with located on TH 41 from 0.21 miles north of Pioneer Tr. To TH 5 CHASKA COST PARTICIPATION nor Signal System Work Items (From Sheet No. 2) 74,657.48 State Furnished Materials (From Sheet No. 2) 19,458.25 Subtotal $94,115.73 Construction Engineering (8%) 7,529.26 (1) Total Chaska Cost $101,644.99 NEW CHANHASSEN COST PARTICIPATION Signal System Work Items (From Sheet No. 2) 74,657.48 State Furnished Materials (From Sheet No. 2) 19,458.25 Subtotal $94,115.73 Construction Engineering (8%) 7,529.26 (2) Total Chanhassen Cost $101,644.99 (1) Amount of advance payment as described in Article 6 of the Agreement (estimated amount) (2) Amount of advance payment as described in Article 8 of the Agreement (estimated amount) Data is considered Non-public prior to project award. - 1 - 192 (1) 40% FEDERAL, 10% STATE, 25% CITY OF CHASKA, 25% CITY OF CHANHASSEN 1051703 ITEM NUMBER SP 1008-96, SAP 196-114-001, SAP 194-121-001 SIGNAL SYSTEM WORK ITEM UNIT QUANTITY UNIT PRICE COST 1 DRAFT 2021.501 MOBILIZATION LUMP SUM 0.18 102,993.32 18,538.80 2563.601 TRAFFIC CONTROL LUMP SUM 0.18 69,442.72 12,499.69 2565.501 EMERGENCY VEHICLE PREEMPTION SYSTEM LUMP SUM 1.00 9,203.25 9,203.25 2565.516 TRAFFIC CONTROL SIGNAL SYSTEM SYSTEM 1.00 258,388.20 258,388.20 TOT $298,629.94 (1) 40% FEDERAL $119,451.97 10% STATE $29,862.99 25% CHASKA (STATE AID) $74,657.48 25% CHANHASSEN (STATE AID) $74,657.48 (2) 50% STATE, 25% CITY OF CHASKA, 25% CITY OF CHANHASSEN ITEM NUMBER SP 1008-96, SAP 196-114-001, SAP 194-121-001 STATE FURNISHED MATERIALS QUANTITY UNIT PRICET COST 2 DRAFT mmm ATC CABINET 350 EACH 1.00 39,425.64 39,425.64 AUTOSCOPE SYSTEM EACH 1.00 3,258.79 3,258.79 VIDEO DETECTION CAMERA EACH 4.00 7,372.06 29,488.24 PTZ CAMERA EACH 1.00 4,740.74 4,740.74 FIBER EACH 1.00 919.57 919.57 TOTAL $77,832.98 (2) 50% STATE $38,916.49 25% CHASKA (STATE AID) $19,458.25 25% CHANHASSEN (STATE AID) $19,458.25 Data is considered Non-public prior to project award. - 2 - 193 Capital Improvement Program City of Chanhassen, MN Project # ST-042 Project Name MSA-TH 41 and 82nd Street Signal 2022 thrtt 2026 Department Street Improvements Contact Charlie Howley Type Maintenance Useful Life Category Street Improvements Account #1 420-4xxx-4xxx Account #3 Priority n/a Account #2 Account #4 Status Active Description The State of Minnesota is planning to resurface TH 41. In conjunction with the roadway project, the signal at 82nd Street will be replaced. The ity is responsible for the eastern leg of the signal. Justification Expenditures 2022 2023 2024 2025 2026 Total Maintenance 160,000 160,000 Total 160,000 160,000 Funding Sources 2022 2023 2024 2025 2026 Total Streets - PMP MSA Funds 160,000 160,000 Total 160,000 160,000 Budget Impact/Other 194 City Council Item January 23, 2023 Item Resolution 2023-XX: Accept Feasibility Study and Call Public Improvement Hearing for the 2023 City Pavement Rehabilitation Project No. 23-01 File No. ENG Project No. 23-01 Item No: E.9 CIP No. ST-012 Agenda Section CONSENT AGENDA Prepared By George Bender, Assistant City Engineer Reviewed By Charlie Howley SUGGESTED ACTION "The Chanhassen City Council adopts a resolution accepting the feasibility report for the 2023 City Pavement Rehabilitation Project No. 23-01 and calls for a Public Improvement Hearing to be held on February 13, 2023." Motion Type I Simple Majority Vote of members present Strategic Asset Management Priority SUMMARY Consider accepting the feasibility study prepared for the 2023 City Pavement Rehabilitation project and calling for a Public Improvement Hearing regarding the proposed improvements to be held at the February 13, 2023 City Council meeting. BACKGROUND As part of the overall Pavement Management Program (PMP), the City annually plans to rehabilitate a section or sections of public streets across the City. The five-year Capital Improvement Plan (CIP) identifies the near -term streets to be rehabilitated. 195 Key dates and items relative to the project: On November 2, 2022, the Engineering Department released a Request for Proposals (RFP) for geotechnical services for the 23-01 project and the 23-04 mill & overlay project. On November 8, 2022, the City Council approved a consultant contract with American Engineering Testing, Inc. (AET) for geotechnical exploration and engineering services in preparation for the 23-01 design contract in addition to the 23-04 mill & overlay project. On September 27, 2022, the Engineering Department released a Request for Proposals (RFP) for design and construction services for the project. On October 24, 2022, the City Council approved a consultant contract with Bolton & Menk, Inc. for design and construction services for the project. On February 1, 2023, the Engineering Department plans to host an open house meeting relative to all of the project areas. DISCUSSION Staff utilized the City's Pavement Management Program and site investigations to determine the project limits as shown in the attached 5-year CIP map. The Ches Mar Drive and Bramble Drive areas are shown on the map as mill and overlay rehabilitations. Since the map was created these areas have been studied and determined to better suited to be rehabilitated via a full depth reclamation process. As a result of this determination these two areas have been moved from the 23-04 (mill and overlay) project to the 23-01 (full depth reclamation) project. None of these neighborhood areas have had major rehabilitation performed after the original street construction. Only minor maintenance activities such as pothole patching, crack sealing, and seal coating have been performed. The seven project areas associated with the 23-01 City Pavement Rehabilitation project are listed below: • Curry Farms/Mulberry Circle area • Creek Run Trail area • Lake Susan Hills West area • Saddlebrook area • Mission Hills Lane area • Ches Mar Drive area • Bramble Drive area An RFP for a geotechnical exploration and pavement evaluation was prepared and distributed by the Engineering Department for the project areas. American Engineering Testing was contracted to perform the work and prepare the report for these project areas. The geotechnical assessment and pavement evaluation was conducted to aid in the analysis of proper roadway pavement rehabilitation designs for the project. Bolton & Menk was provided the City's asset management data for the neighborhood areas in the project scope to incorporate with the subsequent design. Based on the existing maintenance and rating history, on -site street observations, and the feasibility analysis, all of the neighborhood areas should be rehabilitated by a full -depth reclamation (FDR) technique. Each public city -owned street segment 196 within Chanhassen is rated every third year by a pavement management consultant. These ratings are based on a 0-100 scale known as the Overall Condition Index (OCI). The ratings are stored in the city's asset management software and utilized by the Public Works Department to help select the proposed areas to be rehabilitated. In addition, the ratings are used by the consultants to assist with providing recommendations regarding the rehabilitation of the streets. As with any road rehabilitation project, minor spot repair of curb and gutter and maintenance associated with public utilities are planned. Sidewalks within the project areas will also be maintained. This scope will include diamond grinding misaligned joints that have heaved primarily due to freeze -thaw and replacement of significantly damaged sidewalk panels. Existing pedestrian ramps impacted by the project will be brought into ADA compliance in accordance with the City's ADA transition plan. City staff performed a condition assessment on the existing utilities within the neighborhoods. The storm sewer pipe network was televised and the storm structures were evaluated to access the need for improvements. All identified needs will be incorporated into the project. Major replacement of water main and sanitary sewer mains are not necessary. The valves on the water main are planned to be rehabilitated by changing out the bolting on the existing valves. The age of the original installation indicates the bolting is likely to be mild steel. The bolts will be replaced with stainless steel to protect them long term from the corrosive soils found in Chanhassen. Minor repairs primarily related to reducing infiltration and inflow are recommended for the sanitary sewer system. Funding Budget for the proposed work has been included in the CIP for the project to be constructed in 2023. Funding for the project is proposed to come from the pavement management fund (PMP) including special assessments to benefiting properties for the street improvement costs. The special assessments will be managed per the city's Assessment Policy. City utility enterprise funding will be utilized to cover the rehabilitation needs specific to each utility. The preliminary special assessment amounts for the neighborhood areas identified to be completed are as follows: • Curry Farms/Mulberry Circle area: $7,800.00 • Creek Run Trail area: $5,800.00 • Lake Susan Hills West area: $5,600.00 • Saddlebrook area: $4,700.00 • Mission Hills Lane area: $6,100.00 • Ches Mar Drive area: $7,500.00 • Bramble Drive area: $7,500.00 Schedule Item Date Conduct Improvement Hearing and Order Project February 13, 2023 Approve Plans and Authorize Ad for Bids February 27, 2023 Open Bids April 4, 2023 Call for Assessment Hearing April 24, 2023 Conduct Assessment Hearing and Award Project May 8, 2023 197 Item Date Begin Construction Late May 2023 Substantial Completion October 2023 Final Completion June 2024 BUDGET The overall project budget is shown in the table below. A complete preliminary engineer's estimate was prepared with the feasibility study and is included in the report. The costs from the engineer's estimate are also summarized in the table below for comparison purposes. The project as scoped in the feasibility report is over budget in the areas of roadway and storm sewer; however, staff feels modifications can be made to reduce the overall project scope to be close to or within the overall project budget. The feasibility report contains additional soft costs, contingency funds, and additional work that Public Works staff was hopeful could be included with the project. There are two primary scope items that can be eliminated entirely. One of these items is trail improvement work within Curry Farms park itself. The second item is a proposed sidewalk addition along Devonshire Drive from Powers Boulevard to Lake Lucy Road. This proposed sidewalk connection was identified through a traffic safety committee case and included in the original scope to investigate the cost and initiate a discussion with the property owners. The plan was to discuss this with the individual residents where the sidewalk would be added and the other neighborhood area residents to generate feedback regarding their desire to add the sidewalk. Based on the preliminary design, engineer's estimate, and over -budget status of the project, staff feels this project scope should be eliminated. In addition, the proposed improvements to the storm sewer system and some of the adjacent surface waters are significantly over budget. The scope of these improvements will be re -engineered to bring the scope within or close to the budgeted amount. It remains a possibility that a small area or two may have to be removed from the project and pushed out within the five-year CIP plan. Fund Budget Estimate PMP (Streets) $4,630,000 $5,856,000 Curry Farms Park Trail Improvements $0 $114,000 Devonshire Sidewalk $0 $688,000 Surface Water $750,000 $1,997,000 Sanitary Sewer $250,000 $282,000 Water $700,000 $665,000 Total $6,330,0001 $9,602,000 RECOMMENDATION From an engineering perspective this project is feasible and the work included in the project is cost effective. Additional information relative to the scope reductions is planned to be available for presentation at the February 13, 2023 Public Improvement Hearing, where the revised scope can be considered by the council before ordering the project. 198 Staff recommends the city council accept the feasibility study for City Project Number 23-01 and call for a Public Improvement Hearing to be held during the Council meeting on February 13, 2023 to facilitate receiving public input regarding the feasibility of the project. ATTACHMENTS Resolution Streets 5-Year CIP Map (2023-2027) 2023 Street Improvements Feasibility Study Assessment Policy 199 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: January 23, 2023 RESOLUTION NO: MOTION BY: SECONDED BY: 2023-XX A RESOLUTION ACCEPTING THE FEASIBILITY STUDY AND CALLING FOR THE PUBLIC HEARING FOR THE 2023 CITY PAVEMENT REHABILITATION PROJECT NO.23-01 WHEREAS, pursuant to Resolution 2022-76 adopted by the City Council on October 24, 2022, a feasibility report has been prepared by Bolton & Menk, Inc. with reference to the above - referenced project, and this report is being received by the Council on January 23, 2023, and WHEREAS, the report provides information regarding whether the proposed project is necessary, cost-effective, and feasible; whether it should best be made as proposed or in connection with some other improvement; the estimated cost of the improvement as recommended; and a description of the methodology used to calculate individual assessments for affected parcels. NOW THEREFORE, BE IT RESOLVED by the Chanhassen City Council: 1. The Council will consider the improvement of such project in accordance with the report and the assessment of abutting properties for a portion of the cost of the improvement pursuant to Minnesota Statutes, Chapter 429. 2. A public hearing for the proposed improvements within the 2023 City Pavement Rehabilitation Project No. 23-01 shall be held on February 13, 2023, in the Council Chambers of City Hall at 7:00 PM. PASSED AND ADOPTED by the Chanhassen City Council this 23rd day of January, 2023. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 200 City of Chanhassen 5-Year CIP Pavement Management Plan (PMP) - Streets (2023-2027) ly N • City of Chanhassen, MN 2023 City Pavement Rehabilitation Project Feasibility Report City Project No. 23-01 January 2023 EFRRYCfRf�� _ .� !' �•. All A _a a 0 Certification Feasibility Report For 2023 City Pavement Rehabilitation Project City of Chanhassen Carver County City Project No. 23-01 BMI Project No. OC1.128670 January 17, 2023 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. By:f.s f Joshua Eckstein, P.E. License No. 48224 Date: 1/17/2023 Prepared by: Bolton & Menk, Inc. Certification 2023 City Pavement Rehabilitation Project OC1.128670 / C.P. 23-01 203 Table of Contents I. EXECUTIVE SUMMARY..........................................................................................................................1 A. Background and Introduction.......................................................................................................1 B. Proposed Improvements..............................................................................................................1 C. Estimated Costs............................................................................................................................3 II. BACKGROUND AND INTRODUCTION....................................................................................................3 III. PROPOSED IMPROVEMENTS................................................................................................................4 A. Street Improvements....................................................................................................................4 B. Water System Improvements.......................................................................................................7 C. Stormwater Runoff Management System Improvements...........................................................7 D. Sanitary System Improvements..................................................................................................12 IV. FINANCING & FUNDING......................................................................................................................14 A. Financing.....................................................................................................................................14 B. Funding.......................................................................................................................................14 V. ASSESSMENTS.....................................................................................................................................22 VI. PROJECT SCHEDULE / NEXT STEPS......................................................................................................23 Appendix Appendix A: Figures Appendix B: Preliminary Cost Estimates Appendix C: City Assessment Practice Appendix D: Storm Pond Figures Prepared by: Bolton & Menk, Inc. 2023 City Pavement Rehabilitation Project OC1.128670 / C.P. 23-01 Table of Contents 204 Prepared by: Bolton & Menk, Inc. EXECUTIVE SUMMARY 2023 City Pavement Rehabilitation Project 0C1.128670 / C.P. 23-01 Page 1 I. EXECUTIVE SUMMARY Background and Introduction As requested by the City of Chanhassen, Bolton & Menk, Inc. has evaluated the feasibility for the proposed 2023 City Pavement Rehabilitation Project. The project includes rehabilitation of City streets in the Curry Farms/Mulberry, Creek Run Trail, Saddlebrook, Lake Susan Hills West, Mission Hills, Bramble, and Ches Mar Drive neighborhoods. During rehabilitation of these streets the sanitary sewer, watermain, and storm drainage infrastructure will also be repaired in spot locations to maintain their structural integrity and functionality. Proposed Improvements All improvements addressed within this report are feasible from a technical standpoint. This study addresses issues with aging, substandard, or non-existent infrastructure including street pavement, storm sewer, watermain, and sanitary sewer. The improvements recommended in this report are necessary to provide safe and adequate infrastructure and represent cost effective solutions for doing so. 1. Street Improvements The proposed street improvements consist of a combination of full depth reclamation (FDR) and full depth reconstruction on streets within the Curry Farms/Mulberry, Creek Run Trail, Saddlebrook, Lake Susan Hills West, Mission Hills, Bramble and Ches Mar Drive neighborhoods. Existing concrete curb and gutter will be spot replaced as needed, the majority of existing curb is proposed to remain in place. The selected areas of full depth reconstruction will include full pavement section and curb replacement as well as the addition of draintile. All streets within the project area will maintain their existing width, alignment, and profile elevations to minimize impact to adjacent properties. Proposed street improvements include: · Curry Farms/Mulberry/Creek Run Trail Area o Mulberry Circle West o Heather Court o Mulberry Circle East o Stratton Court o Devonshire Drive o Bretton Way o Welsley Court o Arlington Court o Teton Lane o Ashton Court o Creek Run Trail · Saddlebrook Area o Canyon Curve 205 o Saddlebrook Curve o Cactus Curve o Saddlebrook Trail o Trotters Circle o Saddlebrook Pass o Butte Court • Lake Susan Hills West Area o Alisa Lane o Alisa Court o Osprey Lane o Bluebill Trail o Spoonbill Circle o Bittern Court o Heron Drive o Swan Court • Mission Hills Area o Mission Hills Lane o Mission Hills Court o Mission Hills Circle • Bramble Area o Bramble Drive o Delphinium Lane o Raspberry Hill • Ches Mar Drive Area o Ches Mar Drive Existing sidewalks within the project area have been reviewed and select replacement of cracked or broken panels and leveling of uneven areas are proposed to be completed as part of the project. In some instances, sidewalks have been terminated at driveways. In those instances, driveways will be reconstructed to allow the sidewalk to be constructed through the driveway. Additionally, in order to achieve compliance with current ADA standards, replacement of all existing non -compliant pedestrian ramps is proposed. 2. Water System Improvements Proposed water system improvements include spot repairs to all system components on an as needed basis. All gate valves in the project area will receive maintenance or replacement to restore their functionality. There may be some other spot repairs to watermain, curb stops, hydrants, and other infrastructure as the design process is finalized. Prepared by: Bolton & Menk, Inc. EXECUTIVE SUMMARY 2023 City Pavement Rehabilitation Project OC1.128670 / C.P. 23-01 Page 2 206 Stormwater Runoff Management System Improvements Proposed drainage improvements include spot repairs to sewer and manholes as necessary, installation of sump manholes directly upstream of outfalls to basins, installation of drain tile connections for sump pumps in targeted areas, removal of vegetation blocking drainage routes, and cleaning of a small retention basin. No additional stormwater treatment will be required due to street improvements per watershed or State requirements. 4. Sanitary Sewer Improvements The existing sanitary sewer system will remain intact with spot repairs as needed. Repairs to eliminate Inflow and Infiltration (I&I) issues will be completed on various manholes within the project. All manholes in the project area will have frames adjusted to the new pavement and new lids installed. C. Estimated Costs Cost estimates have been prepared for the proposed improvements. Itemized cost estimates are provided in Appendix B and summarized below in Table 1. EstimatedTable 1: Project Proposed Improvements Costs Total Estimated Project Cost Curry Farms/Mulberry Area $2,219,108.79 Creek Run Trail Area $229,244.75 Saddlebrook Area $2,261,945.28 Lake Susan Hills West Area $1,680,281.09 Mission Hills Area $540,526.44 Bramble Area $189,231.47 Ches Mar Drive Area $107,749.44 Total Estimated Project Cost $7,228,087.26 Total estimated project cost without the Creek Run Trail Area and the Mission Hills Area is $6, 458, 316.07 II. BACKGROUND AND INTRODUCTION The impetus for this report is a request by the City of Chanhassen to evaluate the feasibility of planned improvements to pavement and utilities for the 2023 project year. The City Council authorized Bolton & Menk, Inc. to begin design services including preparation of a feasibility study on October 24, 2022. The neighborhoods within the project area are 29 to 34 years old and only maintenance activities such as minor sewer and watermain repairs, crack seals, chip seals and pothole patching have been completed. Utility replacement, drainage basin excavation and pavement rehabilitation are potentially expected maintenance needs at this point in the infrastructure's life cycle. The goal of these improvements is to renew and restore municipal infrastructure in the proposed neighborhoods with proper and timely repairs and maintenance to avoid the need for more costly replacement Prepared by: Bolton & Menk, Inc. BACKGROUND AND INTRODUCTION 2023 City Pavement Rehabilitation Project OC1.128670 / C.P. 23-01 Page 3 207 techniques in the future. In an effort to gather input and engage impacted public, an open house will be held on February 1, 2023. The open house will be held at the Chanhassen Library from 4:30 to 6:30 PM. In addition to the open house, a survey was sent out to all impacted property owners asking specific questions about their property and offering an opportunity to provide input or ask questions. Resident surveys will also be used to inform the design process making it a more comprehensive evaluation. This report is based on record drawings, aerial photography, City utility maps, topographical data, televising data, geotechnical exploration report, staff inspection reports, feedback solicited from property owners and City staff input. This report examines various potential infrastructure components within the Curry Farms/Mulberry, Creek Run Trail, Saddlebrook, Lake Susan Hills West, Mission Hills, Bramble, and Ches Mar Drive neighborhoods. More specifically, this report reviews considerations for: • Bituminous Pavement Surfacing Needs • Water Supply System Needs • Stormwater Runoff Management System Needs • Wastewater System Facility Needs • Pedestrian Mobility Needs III. PROPOSED IMPROVEMENTS AS Street Improvements Figures 1 to 8 in Appendix A indicate the proposed street improvements. Figure 9 in Appendix A indicates the proposed typical street sections. Street improvements are planned in six separate neighborhoods: • Curry Farms / Mulberry Neighborhood, approximately 1.6 miles of street originally constructed in the late 1980s. • Saddlebrook Neighborhood, approximately 1.5 miles of street originally constructed in the late 1980s. • Mission Hills Neighborhood, approximately 0.4 miles of street originally constructed in 1993. • Lake Susan Hills West Neighborhood, approximately 1.3 miles of street originally constructed in the late 1980s. • Bramble Drive Neighborhood, approximately 0.27 miles of street. • Ches Mar Drive Neighborhood, approximately 0.16 miles of street. The condition of the existing pavement section was reviewed to evaluate and select the proper rehabilitation technique. The 2020 pavement condition index ratings range from 2 to 81 with the majority of the streets falling in the 25 to 35 range. The overall pavement condition is identified to be below average to poor, with evident signs of wear, significant cracking, and distress primarily due to the age of the pavement and frequent patching. The pavement can no longer be efficiently overlaid due to the distress and extent of prior maintenance. Visual inspection of the roadway surfaces indicates uniform block cracking throughout the project area. Based on the type and quantity of cracks along with the PCI ratings and existing pavement Prepared by: Bolton & Menk, Inc. PROPOSED IMPROVEMENTS 2023 City Pavement Rehabilitation Project OC1.128670 / C.P. 23-01 Page 4 208 section thickness, a majority of the proposed street improvements require full depth reclamation (FDR) of the existing pavement and aggregate base. The resultant blended recycled aggregate material is proposed to be used as the aggregate base for new bituminous pavement. A few isolated areas have been identified to be in need of full depth reconstruction due to rutting or settlement of the pavement from unstable high moisture content subgrade soil. The full depth reconstruction method will include a section of sand that will improve drainage to newly installed draintile and increase stability under the roadway pavement. The proposed street widths will remain the same as existing since the curb and gutter will largely remain in place except in the reconstruction areas. Existing street and a majority of adjacent driveway grades will also remain the same for the same reason. The proposed residential street section will include 4-inches of bituminous pavement over the recompacted, reclaimed aggregate base. Draintile is proposed to be added behind the existing curb in some locations to provide an access point for residential sump pump connections and to help drain any offsite groundwater before it enters the street section. The locations that are proposed for full depth reconstruction are the cul-de-sac on Butte Court, a middle portion of Butte Court, the south end of Canyon Curve, the intersection of Saddlebrook Pass and Trotters Circle, potentially the Creek Run Trail cul-de-sac. The proposed full reconstruction method consists of complete removal of the existing street structural section. A full new street section of select granular, aggregate base and pavement is then installed with new concrete curb and gutter. Parts of adjacent driveways are also reconstructed as necessary to match any new grades on the roadway. The proposed residential street section will include 4-inches of bituminous pavement, 12-inches of aggregate base, 24- inches of select granular borrow placed on compacted subgrade. This section matches the City standard residential street section. Additional excavation will occur and be replaced with stabilizing aggregate if poor subgrade soils are encountered. Draintile is proposed to be added behind the new curb in all full reconstruct locations to provide proper subgrade drainage and an access point for residential sump pump connections and to help drain any offsite groundwater before it enters the street section. Existing sidewalks within the four neighborhoods have been analyzed for any deficient concrete or trip hazards that will be addressed by spot replacement of panels or diamond grinding. There is a failing wood retaining wall on Saddlebrook Pass that is proposed to be removed and the yard graded out in lieu of a new retaining wall. The wall has been a hinderance on snow removal and snow storage in the past. The proposed reconstructed sidewalk section will include 6-inches of concrete and 4-inches of aggregate base. New sidewalk is being evaluated along Devonshire Drive from Lake Lucy Road to Powers Boulevard. This sidewalk is feasible however a number of obstructions exist. See Figure 6 for specific proposed sidewalk impacts. Public feedback on this potential new sidewalk will be solicited during the open house. Curry Farms Park has been proposed for rehabilitation dating back to 2020. With the larger street and utility work proposed in the neighborhood, this provides an opportunity to complete the rehabilitation with better construction and cost efficiencies than a standalone project. The proposed work would be a full depth reclamation of the parking lot, basketball court, and the south portion of the trails. The trails at the bottom of the hill have dealt with drainage issues and ponding water in low points, new draintile is proposed to be constructed to resolve those existing drainage issues. The total project cost for the proposed street improvements is summarized below in Table 2. Itemized cost estimates are included in Appendix B. Prepared by: Bolton & Menk, Inc. PROPOSED IMPROVEMENTS 2023 City Pavement Rehabilitation Project OC1.128670 / C.P. 23-01 Page 5 209 0 Table 2: Estimated Street Improvement Proposed Street Improvements Project Costs Total Estimated Street Project Cost Curry Farms/Mulberry Area $1,528,633.97 Creek Run Trail Area $112,478.34 Saddlebrook Area $1,639,631.97 Lake Susan Hills West Area $1,205,131.76 Mission Hills Area $401,770.55 Bramble Area $189,231.47 Ches Mar Drive Area $107,749.44 Total Estimated Project Cost $5,184,627.50 Optional Street Improvements Option A: Creek Run Trail cul-de-sac center island removal (See Figure 2) The Creek Run Trail cul-de-sac was originally designed with a landscaped area in the center of the cul-de-sac. As an optional street improvement, we have reviewed the cost to remove the landscaped areas and install standard street pavement. The center of the cul-de-sac would then be paved with a street section matching the adjacent reclaimed pavement. Elimination of the center island creates driveway access points on the east side that are not ideal. Removing the landscaped areas would allow for more efficient plowing and maintenance in the winter and better access for large vehicles and trailers that would drive in the cul-de-sacs. Lower overall maintenance costs would also be facilitated by removing the landscaped area. Public feedback on this option will be solicited during the open house. The total approximate project cost to remove the cul-de-sac island is $90,998.72. This cost would be in addition to Table 2 costs if selected. Option B: Curry Farms Trail Reclamation (See Figure 1) The trail in Curry Farms Park, south of the playground and gazebo are proposed for rehabilitation. A potential addition of reclaiming the remaining trails from Curry Farms Park to Teton Lane would be efficient in construction and cost. The storm sewer that connects pond CL-P1.3 to CL-P1.8 needs replacement. Public feedback on this option will be solicited during the open house. The total approximate project cost is $137,370.78. This cost would be in addition to Table 2 costs if selected. Option C: Curry Farms, Devonshire Drive Sidewalk (See Figure 1) A new sidewalk is being evaluated along Devonshire Drive from Lake Lucy Road to Powers Boulevard. This sidewalk is feasible however a number of obstructions exist. See Figure 6 for specific proposed sidewalk impacts. Public feedback on this potential new sidewalk will be solicited during the open house. The total approximate project cost to install the new sidewalk is $562,169.99. Prepared by: Bolton & Menk, Inc. PROPOSED IMPROVEMENTS 2023 City Pavement Rehabilitation Project OC1.128670 / C.P. 23-01 Page 6 210 This cost would be in addition to Table 2 costs if selected. B. Water System Improvements Proposed water system improvements are indicated on Figures 1 to 8 in Appendix A. The existing water system has been determined to still be in good condition overall. Historical repair records along with physical inspections were used to evaluate gate valves, curb stops, hydrants and other components within the system. The existing mainline pipes are comprised of 6-inch to 12-inch ductile iron pipe watermain with copper services to residences. Minimal repairs have been documented within the project area indicating good pipe condition. Gate valves, hydrants, and curb stop valves have been inspected by City staff and the identified deficiencies have been included in the plan for repair. Gate valve repairs will include bolt replaced with new, stainless -steel bolts and replacement of any broken or damaged valve boxes. Cathodic protection will also be added at each valve to provide additional protection from corrosion. The clay soils in Chanhassen, and much of Carver County, have proven historically to corrode mild steels that had been used on all valve bolts in past projects and those existing bolts have deteriorated and corroded away leaving the valves in jeopardy of failing over time. This issue was not known in the past when the infrastructure was originally constructed. By adding Cathodic protection as part of this rehabilitation project, a known potential problem can be addressed before it causes harm to the system. The total project cost for the proposed water system improvements is summarized below in Table 3. Itemized cost estimates are included in Appendix B. Table 3: Estimated Water System Improvement Project Cost Proposed Water Improvements Total Estimated Water Project Cost Curry Farms/Mulberry Area $204,314.25 Creek Run Trail Area $14,405.05 Saddlebrook Area $161,200.71 Lake Susan Hills West Area $170,480.31 Mission Hills Area $65,011.55 Bramble Area $0 Ches Mar Drive Area $0 Total Estimated Project Cost $615,411.87 C. Stormwater Runoff Management System Improvements Proposed Storm Sewer improvements are indicated on Figures 1 to 8 in Appendix A. Storm Sewer Most of the existing storm sewer system has been determined to be in good condition, and spot repairs will be adequate to restore the sewer system to acceptable condition and capacity. In accessible locations, failing sewer will be reconstructed. In locations impractical to access or where a major site disturbance can be avoided, failing sewer will be rehabilitated with cured - in -place pipe (CIPP) lining. CIPP lining involves installing a liner inside the sewer to restore pipe integrity while also adding strength. Prepared by: Bolton & Menk, Inc. PROPOSED IMPROVEMENTS 2023 City Pavement Rehabilitation Project OC1.128670 / C.P. 23-01 Page 7 211 Draintile Draintile is proposed for installation behind the curb in targeted areas to provide connections for residential sump pumps with inadequate routing available and to provide additional drainage for the street section in locations susceptible to intermittent saturation. Sump Manholes and Baffles Sump manholes are proposed directly upstream of outfalls to basins, wetlands, and channels in targeted locations to provide pre-treatment prior to discharge. For locations with a drainage area of 2.5 acres or more, a standard sump manhole is proposed. A drainage area of this size in this type of residential neighborhood is estimated to produce approximately 1 pound of particulate phosphorus (and 330 lbs of Total Suspended Solids). A sump manhole can remove 20% of the particulate phosphorus and TSS load, extending the life of the downstream basin by several years. For manholes with an outlet pipe larger than 18", a baffle is also proposed to mitigate the potential for resuspension of particles in the sump between maintenance. Energy dissipation is recommended for any velocities of flow over 6 ft/s due to potential for scouring. Since an 18" pipe at 1 % slope flows at approximately 6 ft/s, the baffle is recommended for larger pipes to limit potential for resuspension of sediment in the sump. Stormwater Treatment Ponds Most stormwater treatment ponds within the project area have an acceptable rating per the City's Storm Basin Maintenance Priority List. However, basins CL-P1.5A and 221 in the Willowridge neighborhood and RM-P 1.4 in the Marsh Glen neighborhood have marginal scores, and due to City concerns were analyzed in further detail. Basin: CL-P 1.5A Basin CL-P 1.5A is in the southwest corner of the intersection between Lake Lucy Road and Mulberry Circle West. This wet retention basin was constructed in 1992 as part of the Willowridge Development to provide stormwater treatment. Following is a summary of the basin characteristics: Table 4: Basin CL-P1.5A Characteristics Direct Drainage Area 2.689 ac Basin Area 1,140 sf Impervious Surface 50% Construction Date 1992 Normal Water Level 979.5 Design Permanent Volume 2,440 cf Required Permanent Volume (1800cf/ac)* 4,840 cf Current Permanent Volume Unknown Inlet(s) 12" RCP (E) *MPCA's NPDES Construction Permit requires a permanent volume of at least 1,800 c.f/ac below the outlet pipe for each acre that drains to the basin. Inlet: The only direct inlet to Basin CL-P1.5A is a 12" RCP from Mulberry Circle West on the east side of the pond. Prepared by: Bolton & Menk, Inc. PROPOSED IMPROVEMENTS 2023 City Pavement Rehabilitation Project OC1.128670 / C.P. 23-01 Page 8 PA VA Outlet: The outlet is a 12" RCP with slope toward the basin from a manhole on the south side. A 12" RCP conveys flow east to Public Water 100 13 100. Sediment: Sediment sampling will need to be performed to determine MPCA Management Level. Sediment from basin Christmas Lake 3-2-1 on Mulberry Circle East indicated Levels 1 and 2 were present, allowing reuse in industrial areas. Due to the proximity of the other basin and similarity in drainage area, the same levels of sediment are likely here. For determination of excavation costs, sediment is assumed to be Level 2. Access: Basin CL-P1.5A is covered by a Drainage & Utility Easement and is located directly adjacent to Mulberry Circle West. Access to the basin is available off the street, but trees and vegetation will need to be cleared as necessary to allow access around the basin. Downstream Waterbodies: Basin CL-P1.5A drains to Public Water 10013100 then to Lake Lucy and ultimately Riley Creek. Lake Lucy is listed by the MPCA as impaired for mercury in fish tissue. Permitting: Basin CL-P1.5A lies in the Riley -Purgatory -Bluff Creek Watershed District (RPBCWD). A permit for erosion control would be required by the District to perform maintenance on this basin. Since the basin in not adjacent to a wetland or public water, no permitting from the Department of Natural Resources (DNR) or Army Corps of Engineers (ACOE) would be necessary. Water Quality Anal Basin CL-P1.5A was designed to provide a permanent pool volume equal to '/2" times the impervious surface. Current MPCA permitting requires a permanent pool volume of at least 1,800 cf/ac (equals 1" times the impervious surface for land use with 50% impervious). Recommendations: Vegetation and sediment in and around the basin are restricting flow, resulting in decreased flow capacity and water quality treatment. Vegetation should be removed as necessary to allow access around the basin and allow full flow capacity. Sediment should be removed as necessary to restore the original design permanent pool volume. In addition, riprap should be refreshed on the inlet after pond cleaning is completed. Due to a lack of existing space, expansion of the basin to meet current MPCA requirements for wet retention pond volume is not recommended. Since existing pipes are in good condition, replacement or repair of the inlet or outlet is not necessary. Basin: 221 Basin 221 is southwest of the intersection between Lake Lucy Road and Mulberry Circle East. This wet retention basin was constructed in 1992 as part of the Willowridge Development to provide stormwater treatment. Following is a summary of the basin characteristics: Table 5: Basin 221 Characteristics Direct Drainage Area A 3.885 ac Basin Area 7,950 sf Impervious Surface 50% Construction Date 1992 Normal Water Level 976.5 Design Permanent Volume 21,600 cf Prepared by: Bolton & Menk, Inc. PROPOSED IMPROVEMENTS 2023 City Pavement Rehabilitation Project OC1.128670 / C.P. 23-01 Page 9 213 Required Permanent Volume (1800cf/ac)* 6,990 cf Current Permanent Volume 17,800 cf Inlet(s) 15" RCP (E) Outlet Earth overflow (SW) *MPCA's NPDES Construction Permit requires a permanent volume of at least 1,800 c.f./ac below the outlet pipe for each acre that drains to the basin. Inlet: The only direct inlet to Basin 221 is a 15" RCP from Mulberry Circle East on the east side of the pond. Outlet: The outlet is an earthen berm overflow on the southwest side. Since the elevation of adjacent Public Water 10013100 is higher than the elevation of the berm, the berm is submerged. The outlet for the adjacent public water is a back -pitched 12" RCP pipe that leads to an OCS beehive. The 12-inch pipe has a removable plug that can be used to lower the water level periodically. The plug is not currently in the pipe, but the pipe has since been filled with sediment with the beehive is providing the only outlet. A secondary outlet for the public water is on the north side of the basin approximately 1.5' higher than the primary outlet to accommodate extreme flows. Sediment: Sediment sampling will need to be performed to determine MPCA Management Level. Sediment from basin Christmas Lake 3-2-1 on the Mulberry Circle East indicated Levels 1 and 2 were present, allowing reuse in industrial areas. Due to the proximity of the other basin and similarity in drainage area, the same levels of sediment are likely here. For determination of excavation costs, sediment is assumed to be Level 2. Access: Basin 221 is covered by a Drainage & Utility Easement. Access to the basin is available off the street on the south side of 6666 Mulberry Circle East or between 6606 and 6636 Mulberry Circle East along the storm sewer. Due to existing landscaping, access on the south side is recommended, but trees and vegetation will need to be cleared as necessary to allow access around the basin. Downstream Waterbodies: Basin 221 drains to Public Water 10013100 then to Lake Lucy and ultimately Riley Creek. Lake Lucy is listed by the MPCA as impaired for mercury in fish tissue. Permitting: Basin 221 lies in the Riley -Purgatory -Bluff Creek Watershed District (RPBCWD). A permit for erosion control would be required by the District to perform maintenance on this basin. Since this basin is directly adjacent and hydraulically connected to Public Water 11313100, additional permitting would likely be necessary from RPBCWD, MNDNR, and the ACOE. The water level of the public water would need to be lowered to perform maintenance, and the outlet for the public water would need to be cleaned to allow flow. A No -loss application per the Wetland Conservation Act (as administered by the Board of Water and Soil Resources) and a Nationwide permit (as administered by the ACOE) would be necessary to perform this work. Water Quality Analysis: Basin 221 was constructed with more permanent pool volume than is currently required by the MPCA NPDES permit. Sediment deposition has decreased the design permanent pool volume by about 18%, but the remaining volume is still more than the required volume. Therefore, Basin 221 is still operating with an acceptable treatment capacity. Recommendations: The MPCA NPDES permit requires removal of sediment from wet Prepared by: Bolton & Menk, Inc. PROPOSED IMPROVEMENTS 2023 City Pavement Rehabilitation Project OC1.128670 / C.P. 23-01 Page 10 214 retention ponds when the depth of sediment collected in the basin reaches 'h of the permanent storage volume. Since Basin 221 is only 18% full of sediment and still provides more than the required volume for the direct drainage area, maintenance of this basin is not required or recommended. In addition, the inlet pipe is in good condition and does not require any maintenance. Basin: RM-P l AA Basin RM-P 1.4A is southeast of the intersection between Great Plains Boulevard and Mission Hills Lane. This wet retention basin was constructed in 2000 as part of the Marsh Glen Development to provide stormwater treatment. Following is a summary of the basin characteristics: Table 6- Basin RM-P1.4A Characteristics Direct Drainage Area 16.046 ac Basin Area 12,600 sf Impervious Surface 50% Construction Date 2000 Normal Water Level 892.0 Design Permanent Volume 39,700 cf Required Permanent Volume (1800cf/ac)* 28,900 cf Current Permanent Volume 35,300 cf Inlet(s) 27" RCP (E) Outlet 21" RCP (N) *MPCA's NPDES Construction Permit requires a permanent volume of at least 1,800 c.f./ac below the outlet pipe for each acre that drains to the basin. Inlet: The only direct inlet to Basin RM-Pl AA is a 27" RCP from Mission Hills Circle on the east side of the pond. Outlet: An outlet control structure provides rate control and skimming of floatables. A submerged 2 1 " RCP is connected to a structure north of the basin, and the outflowing 2 1 " RCP controls the normal water level. Sediment: Sediment sampling will need to be performed to determine MPCA Management Level. Sediment testing from similar basins in similar neighborhoods indicated Levels 1 and 2 were present, allowing reuse in industrial areas. Due to the proximity of the other basin and similarity in drainage area, the same levels of sediment are likely here. For determination of excavation costs, sediment is assumed to be Level 2. Access: Basin RM-P l AA is covered by a Drainage & Utility Easement. Access to the basin is available off Mission Hills Lane. Due to existing landscaping, trees and vegetation may need to be cleared as necessary to allow access around the basin. Downstream Waterbodies: Basin RM-PlAA drains to Rice Marsh Lake (Public Water 10000100) and ultimately Riley Creek. Rice Marsh Lake is listed by the MPCA as impaired for nutrients. Prepared by: Bolton & Menk, Inc. PROPOSED IMPROVEMENTS 2023 City Pavement Rehabilitation Project OC1.128670 / C.P. 23-01 Page 11 215 Permitting: Basin RM-P1.4A lies in the Riley -Purgatory -Bluff Creek Watershed District (RPBCWD). A permit for erosion control would be required by the District to perform maintenance on this basin. Since the basin in not adjacent to a wetland or public water, no permitting from the Department of Natural Resources (DNR) or Army Corps of Engineers (ACOE) would be necessary. Water Quality Analysis: Basin RM-P IAA was constructed with more permanent pool volume than is currently required by the MPCA NPDES permit. Sediment deposition has decreased the design permanent pool volume by about 11%, but the remaining volume is still more than the required volume. Therefore, Basin RM-PIAA is still operating with an acceptable treatment capacity. Recommendations: The MPCA NPDES permit requires removal of sediment from wet retention ponds when the depth of sediment collected in the basin reaches '/2 of the permanent storage volume. Since Basin RM-P1.4A is only I I% full of sediment and still provides more than the required volume for the direct drainage area, maintenance of this basin is not required or recommended. In addition, the inlet pipe is in good condition and does not require any maintenance. MJ Table 7: Estimated Storm System Improvement Project Costs Proposed Storm Improvements Total Estimated Storm Project Cost Curry Farms/Mulberry Area $393,297.58 Creek Run Trail Area $48,627.12 Saddlebrook Area $378,967.58 Lake Susan Hills West Area $244,198.88 Mission Hills Area $50,610.58 Bramble Area $0 Ches Mar Drive Area $0 Total Estimated Project Cost $1,115,701.74 D. Sanitary System Improvements Proposed Sanitary Sewer improvements are indicated on Figures 1 to 8 in Appendix A. The existing sanitary sewer system has been determined to be in good overall condition. Televising of each pipe segment and staff reports on each manhole were reviewed to develop a need -based approach to repairs. The existing pipes are comprised of 8-inch PVC pipe with 4-inch PVC services to residences. The proposed sanitary system improvements include spot repairs to existing pipe where joint separation or cracking was observed as well as a combination of pressure grouting, bench repair and barrel section replacement to repair manholes within the system. Inflow and Infiltration (I&I) is an issue with the existing sanitary system, this is the case in many cities, not just Chanhassen. I&I is when storm and groundwater leak into cracks in the manholes and sewer lines resulting in treatment of water that is not wastewater. To repair some of these I&I locations, the proposed improvements will fill manhole cracks with injection grout Prepared by: Bolton & Menk, Inc. PROPOSED IMPROVEMENTS 2023 City Pavement Rehabilitation Project OC1.128670 / C.P. 23-01 Page 12 216 where feasible. Other manholes on the project will be partially or fully reconstructed as necessary to eliminate the issue. All existing and proposed manholes will be receiving new Chanhassen lids that do not have any holes on the surface, further eliminating any I&I openings. The total project cost for the proposed sanitary system improvements is summarized below in Table 8. Itemized cost estimates are included in Appendix B. Prepared by: Bolton & Menk, Inc. PROPOSED IMPROVEMENTS 2023 City Pavement Rehabilitation Project OC1.128670 / C.P. 23-01 Page 13 217 Table 8: Estimated Sanitary System Improvement Proposed Sanitary Improvements Project Costs Total Estimated Sanitary Project Cost Curry Farms/Mulberry Area $92,862.99 Creek Run Trail Area $53,734.24 Saddlebrook Area $82,145.03 Lake Susan Hills West Area $60,470.14 Mission Hills Area $23,133.76 Bramble Area $0 Ches Mar Drive Area $0 Total Estimated Project Cost $312,346.16 IV. FINANCING & FUNDING A. Financing Based on the assessment policy methodology, all of the components of the project presented in this report can be financed through the sale of a Chapter 429 Improvement Bond and meet the statutory requirement for a minimum assessable percentage of 20%. The Chapter 429 Bond is the most common financing method for local street reconstruction projects that contain assessments. The Financing & Funding table located at the end of this section shows that the estimated assessable percentage of the project with all components is 29.3% for the unit method. B, Funding This project is proposed to be funded with general City funds and special assessments imposed on benefiting properties. There are several funding sources proposed to fund the project including the following: • Property Tax Revenue • Sanitary Sewer Revenues • Water Revenues • Surface Water Revenues • Franchise Fee Revenues • Special Assessments C. Project Budget Recommendation All improvements addressed within this report are feasible from a technical standpoint. This study addresses issues with aging, substandard, or non-existent infrastructure including street pavement, storm sewer, watermain, and sanitary sewer. The improvements recommended in this report are necessary to provide safe and adequate infrastructure and represent cost effective Prepared by: Bolton & Menk, Inc. FINANCING & FUNDING 2023 City Pavement Rehabilitation Project OC1.128670 / C.P. 23-01 Page 14 218 solutions for doing so. The overall budget for this project (23-01) has been set at $6,330,000. It is recommended that the Creek Run Trail and Mission Hills project areas be eliminated from the overall project scope in order to stay close to the budgeted amount. The corresponding total proposed project cost without Creek Run Trail and Mission Hills project areas is $6,458,316.07. The total project costs for the proposed project are apportioned as follows: RECOMMENDED FUNDING SOURCE Total Project Cost $2,219,108.79 Standard Street Cost $1,528,633.97 PMP Fund and Special Assessments Storm Sewer Improvements $393,297.58 Surface Water Fund Sanitary Sewer Cost $92,862.99 Sanitary Sewer Fund Watermain Cost $204,314.25 Watermain Fund Street Costs (Unit Method) Total Standard Street Cost $1,528,633.97 City Contribution (60%) $917,180.38 Assessable Portion (40%) $611,453.59 Total Units 130 Cost Per Unit $4,703.49 Total Assessed Amount $611,453.59 Special Assessments Total City Cost $917,180.38 PMP Fund Prepared by: Bolton & Menk, Inc. 2023 City Pavement Rehabilitation Project OC1.128670 / C.P. 23-01 FINANCING & FUNDING Page 15 219 The total project costs for the proposed project are apportioned as follows: RECOMMENDED FUNDING SOURCE Total Project Cost $2,261,945.28 Street Standard Cost $1,639,631.97 PMP Fund and Special Assessments Storm Sewer Improvements $378,967.58 Surface Water Fund Sanitary Sewer Cost $82,145.03 Sanitary Sewer Fund Watermain Cost $161,200.71 Watermain Fund Street Costs (Unit Method) Total Standard Street Cost $1,639,631.97 City Contribution (60%) $983,779.18 Assessable Portion (40%) $655,852.79 Total Units 140 Cost Per Unit $4,684.66 Total Assessed Amount $655,852.79 Special Assessments Total City Cost $983,779.18 PMP Fund Prepared by: Bolton & Menk, Inc. 2023 City Pavement Rehabilitation Project OC1.128670 / C.P. 23-01 FINANCING & FUNDING Page 16 220 The total project costs for the proposed project are apportioned as follows: RECOMMENDED FUNDING SOURCE Total Project Cost $1,680,281.09 Street Standard Cost $1,205,131.76 PMP Fund and Special Assessments Storm Sewer Improvements $244,198.88 Surface Water Fund Sanitary Sewer Cost $60,470.14 Sanitary Sewer Fund Watermain Cost $170,480.31 Watermain Fund Street Costs (Unit Method) Total Standard Street Cost $1,205,131.76 City Contribution (60%) $723,079.06 Assessable Portion (40%) $482,052.71 Total Units 102 Cost Per Unit $4,726.01 Total Assessed Amount $482,052.71 Special Assessments Total City Cost $723,079.06 PMP Fund Prepared by: Bolton & Menk, Inc. 2023 City Pavement Rehabilitation Project OC1.128670 / C.P. 23-01 FINANCING & FUNDING Page 17 221 The total project costs for the proposed project are apportioned as follows: RECOMMENDED FUNDING SOURCE Total Project Cost $540,526.44 Street Standard Cost $401,770.55 PMP Fund and Special Assessments Storm Sewer Improvements $50,610.58 Surface Water Fund Sanitary Sewer Cost $23,133.76 Sanitary Sewer Fund Watermain Cost $65,011.55 Watermain Fund Street Costs (Unit Method) Total Standard Street Cost $401,770.55 City Contribution (60%) $241,062.33 Assessable Portion (40%) $160,708.22 Total Units 35 Cost Per Unit $4,591.66 Total Assessed Amount $160,708.22 Special Assessments Total City Cost $241,062.33 PMP Fund Prepared by: Bolton & Menk, Inc. 2023 City Pavement Rehabilitation Project OC1.128670 / C.P. 23-01 FINANCING & FUNDING Page 18 WA The total project costs for the proposed project are apportioned as follows: RECOMMENDED FUNDING SOURCE Total Project Cost $229,244.75 Standard Street Cost $112,478.34 PMP Fund and Special Assessments Storm Sewer Improvements $48,627.12 Surface Water Fund Sanitary Sewer Cost $53,734.24 Sanitary Sewer Fund Watermain Cost $14,405.05 Watermain Fund Street Costs (Unit Method) Total Standard Street Cost $112,478.34 City Contribution (60%) $67,487.00 Assessable Portion (40%) $44,991.34 Total Units 10 Cost Per Unit $4,499.13 Total Assessed Amount $44,991.34 Special Assessments Total City Cost $67,487.00 PMP Fund *Cost Per Unit will increase if Cul De Sac option is selected. Prepared by: Bolton & Menk, Inc. 2023 City Pavement Rehabilitation Project OC1.128670 / C.P. 23-01 FINANCING & FUNDING Page 19 223 The total project costs for the proposed project are apportioned as follows: Total Project Cost $107,749.44 Street Standard Cost $107,749.44 PMP Fund and Special Assessments Storm Sewer Improvements $0 Surface Water Fund Sanitary Sewer Cost $0 Sanitary Sewer Fund Watermain Cost $0 Watermain Fund Street Costs (Unit Method) Total Standard Street Cost $107,749.44 City Contribution (60%) $64,649.66 Assessable Portion (40%) $43,099.78 Total Units 5 Cost Per Unit $8,619.96 Total Assessed Amount $43,099.78 Special Assessments Total City Cost $64,649.66 PMP Fund Prepared by: Bolton & Menk, Inc. 2023 City Pavement Rehabilitation Project OC1.128670 / C.P. 23-01 FINANCING & FUNDING Page 20 224 The total project costs for the proposed project are apportioned as follows: Total Project Cost $189,231.47 Street Standard Cost $189,231.47 PMP Fund and Special Assessments Storm Sewer Improvements $0 Surface Water Fund Sanitary Sewer Cost $0 Sanitary Sewer Fund Watermain Cost $0 Watermain Fund Street Costs (Unit Method) Total Standard Street Cost $189,231.47 City Contribution (60%) $113,538.88 Assessable Portion (40%) $75,692.59 Total Units 9 Cost Per Unit $8,410.29 Total Assessed Amount $75,692.59 Special Assessments Total City Cost $113,538.88 PMP Fund Prepared by: Bolton & Menk, Inc. 2023 City Pavement Rehabilitation Project OC1.128670 / C.P. 23-01 FINANCING & FUNDING Page 21 225 V. ASSESSMENTS The project is proposed to be assessed to the benefiting properties in accordance with the adopted City Assessment Practices policy as follows: Street Rehabilitation: 40% Assessed on a Unit Basis Watermain: 100% City Cost Storm Sewer: 100E City Cost Sanitary Sewer: 100% City Cost Figure 1 through 7 of this section indicate the proposed assessment area. Properties included on the preliminary assessment roll include those that have access to a street within the project area. The estimated assessment amount for each property is tabulated on the preliminary assessment roll located at the end of this section. A copy of the current Assessment Practice policy is included in Appendix C of this report for reference. The street improvement portion of the project cost is proposed to be assessed based on the Unit method. The amount to be assessed is calculated separately for each neighborhood and summarized in the following Table 10. The amount to be assessed to each property is calculated by taking 40% of the street cost and dividing by the total number of units within the neighborhood. Each property, within a neighborhood, that has access to a street that is proposed to be improved is assigned 1 unit. Table 10: Preliminary Assessment Amount Neighborhood Estimated Assessment Amount (Unit) Curry Farms/Mulberry Area $4,703.49 Creek Run Trail Area $4,499.13 Saddlebrook Area $4,684.66 Lake Susan Hills West Area $4,726.01 Mission Hills Area $4,591.66 Bramble Drive $8,410.29 Chas Mar Drive $8,619.96 Prepared by: Bolton & Menk, Inc. ASSESSMENTS 2023 City Pavement Rehabilitation Project OC1.128670 / C.P. 23-01 Page 22 226 2023 Pavement Rehabilitation Project City of Chanhassen Figure 1: Curry Farms/Mulberry Area Improvements BOLTON January 2023(D&MENK Y �� U01 a KNOB HILL LANE • � � _ � O 120 240 w - HORZ. Y \ 146 147 148 150 SCALE FEET 110 149 - �-, 122 145 N 111 153 • 151 123 144 155 � 154 216� 217 223 \ 120 \ 124 \ 143 222 � 112 152 v -�.215 ` 226 22s 119 U O � 157 zzo zz7 zz4 p Fj 1s8 ZO 214- �� 228 , 118 141 .ti O� 159 160 - ' r � Fy�� z19 �J • zz � � 113 LA;. �� 1v " 14 0�� 230� 115 - � �� 212 23\ \ 116 - \ 138 \iY •� 211 193 127 X 137 162 161 t 192 210 233 191 132 �3 134 135 L 128 • 136 O� 130 �6 - � w 194 � , � 195 � _ 129 \ N 1A/ Y �188 163 208 X w 203 � 171 170 169 ARLINGTON 187 16s COURT 173 172 167 �. 164 197 166 206 205 202 201 200 � L 185 199 198 184 186 174 11605 i �VF(Ste), COVRS \ 175 QOSJ r 183 176 V177 V ��• r 182 181 b 180 7J V� 3 GOLDEN COURT 179 178 n _ p POWERS BLVD + w LEGEND V r POWERS BLVD z .- 5 r a r D OLu J �` ® ASSESSMENT AREA - XXx PROPERTY NUMBER Z Q ,QOP 0 PROPOSED REHABILITATION AREA C. o J ,;• , CHAPARRAL LANE zLu Q w �P 2023 CITY PAVEMENT REHABILITATION PROJECT PRELIMINARY ASSESSMENT ROLL - CURRY FARMS/MULBERRY AREA 1/18/2023 STREET ASSESSMENT *ANNUAL OWNER OWNER ADDRESS P.I.D. ASSMT ASSMT STREET PROP PROPERTY PAYMENT NOTES NO. ADDRESS UNIT ASSMT CURRY FARMSIMULBERRY 110 MATTHEW J FRERICHS 6600 CHARING BND CHANHASSEN, MN 55317 6600 CHARING BND 252620010 1 $4,703.49 $795.33 111 SUSAN MICHELE COULT 6606 CHARING BND CHANHASSEN, MN 55317 6606 CHARING BND 252620020 1 $4,703.49 $795.33 112 STEPHEN B SIEGFRIED FLOE 6601 CHARING BND CHANHASSEN, MN 55317 6601 CHARING BND 252620030 1 $4,703.49 $795.33 113 JOHN R & JOAN M CAUGHRON 6560 DEVONSHIRE DR CHANHASSEN, MN 55317 6560 DEVONSHIRE DR 252620040 1 $4,703.49 $795.33 114 EAMON C WONG 6550 DEVONSHIRE DR CHANHASSEN, MN 55317 6550 DEVONSHIRE DR 252620050 1 $4,703.49 $795.33 115 BRENT VARGO 6540 DEVONSHIRE DR CHANHASSEN, MN 55317 6540 DEVONSHIRE DR 252620060 1 $4,703.49 $795.33 116 CRAIG BADER 1291 STRATTON CT CHANHASSEN, MN 55317 1291 STRATTON CT 252620070 1 $4,703.49 $795.33 117 PATRICK N & KATHRYN P ROSATI JT REV TRST 1301 STRATTON CT CHANHASSEN, MN 55317 1301 STRATTON CT 252620080 1 $4,703.49 $795.33 118 CHET T MASTELLER 1311 STRATTON CT CHANHASSEN, MN 55317 1311 STRATTON CT 252620090 1 $4,703.49 $795.33 119 JEFFREY R & PAULETTE L DANIEL 1321 STRATTON CT CHANHASSEN, MN 55317 1321 STRATTON CT 252620100 1 $4,703.49 $795.33 120 BRYAN R & LYNN P GROLL 1331 STRATTON CT CHANHASSEN, MN 55317 1331 STRATTON CT 252620110 1 $4,703.49 $795.33 121 CRAIG C & LESLIE K CARLSON 1341 STRATTON CT CHANHASSEN, MN 55317 1341 STRATTON CT 252620120 1 $4,703.49 $795.33 122 CLARE ELLEN TUYET PRIEST 1350 STRATTON CT CHANHASSEN, MN 55317 1350 STRATTON CT 252620130 1 $4,703.49 $795.33 123 JARED S SPENCER 1340 STRATTON CT CHANHASSEN, MN 55317 1340 STRATTON CT 252620140 1 $4,703.49 $795.33 124 TODD R & DIANE E GERHARDT 1330 STRATTON CT CHANHASSEN, MN 55317 1330 STRATTON CT 252620150 1 $4,703.49 $795.33 125 ANDREW G SEIFERT 1320 STRATTON CT CHANHASSEN, MN 55317 1320 STRATTON CT 252620160 1 $4,703.49 $795.33 126 HAIYU FANG 1310 STRATTON CT CHANHASSEN, MN 55317 1310 STRATTON CT 252620170 1 $4,703.49 $795.33 127 MARY C RAUKAR 1280 STRATTON CT CHANHASSEN, MN 55317 1280 STRATTON CT 252620180 1 $4,703.49 $795.33 128 STEVEN R & SANDRA K KVIDERA 6510 DEVONSHIRE DR CHANHASSEN, MN 55317 6510 DEVONSHIRE DR 252620190 1 $4,703.49 $795.33 129 JAMES R & CAROLYN K HESKETH 6500 DEVONSHIRE DR CHANHASSEN, MN 55317 6500 DEVONSHIRE DR 252620200 1 $4,703.49 $795.33 130 MICHAEL R MENZEL 6490 BRETTON WAY CHANHASSEN, MN 55317 6490 BRETTON WAY 252620210 1 $4,703.49 $795.33 131 CARY LYNN & JOYCELN R HUGHES 6480 BRETTON WAY CHANHASSEN, MN 55317 6480 BRETTON WAY 252620220 1 $4,703.49 $795.33 132 COLIN & LAURA J MCCULLOUGH 6470 BRETTON WAY CHANHASSEN, MN 55317 6470 BRETTON WAY 252620230 1 $4,703.49 $795.33 133 TRUST AGREEMENT OF MARCUS ZBINDEN 6460 BRETTON WAY CHANHASSEN, MN 55317 6460 BRETTON WAY 252630230 1 $4,703.49 $795.33 134 NICHOLAS GAMBLE 6450 BRETTON WAY CHANHASSEN, MN 55317 6450 BRETTON WAY 252630220 1 $4,703.49 $795.33 135 ICHRISTIAN S & MAUREEN CONNERY 6440 BRETTON WAY CHANHASSEN, MN 55317 6440 BRETTON WAY 252630210 1 $4,703.49 $795.33 136 DANIEL J & PAMELA J FELLER 6430 BRETTON WAY CHANHASSEN, MN 55317 6430 BRETTON WAY 252630200 1 $4,703.49 $795.33 137 LESLIE BLYAKHMAN 6420 BRETTON WAY CHANHASSEN, MN 55317 6420 BRETTON WAY 252630190 1 $4,703.49 $795.33 138 STEPHANIE L JOHNSON REV TRUST 6410 BRETTON WAY CHANHASSEN, MN 55317 6410 BRETTON WAY 256610010 1 $4,703.49 $795.33 139 KAPO L LEW 6337 TETON LN CHANHASSEN, MN 55317 6337 TETON LN 256610020 1 $4,703.49 $795.33 140 GINA M WOLF TRUST 6339 TETON LN CHANHASSEN, MN 55317 6339 TETON LN 256610030 1 $4,703.49 $795.33 141 THOMAS MAY 6341 TETON LN CHANHASSEN, MN 55317 6341 TETON LN 256610040 1 $4,703.49 $795.33 142 BRETT K STIER 6351 TETON LN CHANHASSEN, MN 55317 6351 TETON LN 252630170 1 $4,703.49 $795.33 143 RHONDA C DOWNIE 6361 TETON LN CHANHASSEN, MN 55317 6361 TETON LN 252630160 1 $4,703.49 $795.33 144 KARA WOOLCOTT 6371 TETON LN CHANHASSEN, MN 55317 6371 TETON LN 252630150 1 $4,703.49 $795.33 145 ICHRISTOPHER G GIMSE 6381 TETON LN CHANHASSEN, MN 55317 6381 TETON LN 252630140 1 $4,703.49 $795.33 146 GREGORY F AAMODT 6391 TETON LN CHANHASSEN, MN 55317 6391 TETON LN 252630130 1 $4,703.49 $795.33 147 STEVEN B & ALLISON M WEICK 6401 TETON LN CHANHASSEN, MN 55317 6401 TETON LN 252630120 1 $4,703.49 $795.33 148 MICHAEL J & ELIZABETH BRANDES 6411 TETON LN CHANHASSEN, MN 55317 6411 TETON LN 252630110 1 $4,703.49 $795.33 149 BRIAN D & DIANE S WYFFELS 6421 TETON LN CHANHASSEN, MN 55317 6421 TETON LN 252630100 1 $4,703.49 $795.33 150 MICHAEL W & JULIE A MANNING 1341 ASHTON CT CHANHASSEN, MN 55317 1341 ASHTON CT 257730010 1 $4,703.49 $795.33 151 DANIEL SALAMONE, MEGAN SALAMONE 1331 ASHTON CT CHANHASSEN, MN 55317 1331 ASHTON CT 257730020 1 $4,703.49 $795.33 152 DANIEL J & SANDRA A COLICH 1321 ASHTON CT CHANHASSEN, MN 55317 1321 ASHTON CT 252630010 1 $4,703.49 $795.33 153 MATTHEW A MCGEE 6398 TETON LN CHANHASSEN, MN 55317 6398 TETON LN 252630091 1 $4,703.49 $795.33 154 KENNETH F & PATRICIA J GARVIN 6390 TETON LN CHANHASSEN, MN 55317 6390 TETON LN 252630080 1 $4,703.49 $795.33 155 ICHRISTOPHER M HUBBY 6380 TETON LN CHANHASSEN, MN 55317 6380 TETON LN 252630070 1 $4,703.49 $795.33 156 JON RYAN KNOTTS 6370 TETON LN CHANHASSEN, MN 55317 6370 TETON LN 252630060 1 $4,703.49 $795.33 157 MARK SCHULTE 6360 TETON LN CHANHASSEN, MN 55317 6360 TETON LN 252630050 1 $4,703.49 $795.33 158 BRENT W & DIANE E FESTER 6350 TETON LN CHANHASSEN, MN 55317 6350 TETON LN 252630040 1 $4,703.49 $795.33 159 KYLE A COOK 6340 TETON LN CHANHASSEN, MN 55317 6340 TETON LN 252630030 1 $4,703.49 $795.33 160 ALEJANDRO FERRER-MACHUCA 6330 TETON LN CHANHASSEN, MN 55317 6330 TETON LN 252630020 1 $4,703.49 $795.33 228 2023 CITY PAVEMENT REHABILITATION PROJECT PRELIMINARY ASSESSMENT ROLL - CURRY FARMS/MULBERRY AREA 1/18/2023 STREET ASSESSMENT *ANNUAL OWNER OWNER ADDRESS P.I.D. ASSMT ASSMT STREET PROP PROPERTY PAYMENT NOTES NO.-mi a ADDRESS UNIT ASSMT 161 ROBERT L RABE 6307 TETON LN CHANHASSEN, MN 55317 6307 TETON LN 257010010 1 $4,703.49 $795.33 162 GREENLEAF PROPERTIES LLC 16940 SOUTH SHORE LN EDEN PRAIRIE, MN 55346 6411 BRETTON WAY 256820030 1 $4,703.49 $795.33 163 GREENLEAF PROPERTIES LLC 16940 SOUTH SHORE LN EDEN PRAIRIE, MN 55346 6397 BRETTON WAY 256940050 2 $9,406.98 $1,590.66 164 GERALD E STORY 6281 TETON LN CHANHASSEN, MN 55317 6281 TETON LN 256820060 1 $4,703.49 $795.33 165 AMANDA M BLAKE 6421 BRETTON WAY CHANHASSEN, MN 55317 6421 BRETTON WAY 252630240 1 $4,703.49 $795.33 166 ELIZABETH RENEE HILLS O'CONNOR 6431 BRETTON WAY CHANHASSEN, MN 55317 6431 BRETTON WAY 252630250 1 $4,703.49 $795.33 167 JOHN W JR & SUSAN E KUNITZ 6441 BRETTON WAY CHANHASSEN, MN 55317 6441 BRETTON WAY 252630260 1 $4,703.49 $795.33 168 SEBASTIAN ORTIZ DURAN GOCHICOA 16211 JARACARANDA WAY LOS GATOS, CA 95032 6451 BRETTON WAY 252630270 1 $4,703.49 $795.33 169 DREW M PANDOLFO 6461 BRETTON WAY CHANHASSEN, MN 55317 6461 BRETTON WAY 252630280 1 $4,703.49 $795.33 170 ALISON C AUKES 6471 BRETTON WAY CHANHASSEN, MN 55317 6471 BRETTON WAY 252620310 1 $4,703.49 $795.33 171 DAVID J JACOBS 6481 BRETTON WAY CHANHASSEN, MN 55317 6481 BRETTON WAY 252620300 1 $4,703.49 $795.33 172 GREGORY A TINBERG 6491 BRETTON WAY CHANHASSEN, MN 55317 6491 BRETTON WAY 252620290 2 $9,406.98 $1,590.66 173 JERRY K & VALORIE A HARLOW 6490 DEVONSHIRE DR CHANHASSEN, MN 55317 6490 DEVONSHIRE DR 252620280 1 $4,703.49 $795.33 174 ERIN CAMILLE SNYDERS 6480 DEVONSHIRE DR CHANHASSEN, MN 55317 6480 DEVONSHIRE DR 252620270 1 $4,703.49 $795.33 175 RONALD C HAGLIND 6470 DEVONSHIRE DR CHANHASSEN, MN 55317 6470 DEVONSHIRE DR 252620260 1 $4,703.49 $795.33 176 STEVEN MASER 6397 CLIFFWOOD CIR EXCELSIOR, MN 55331 6460 DEVONSHIRE DR 252620250 1 $4,703.49 $795.33 177 CALEB PALKERT 6450 DEVONSHIRE DR CHANHASSEN, MN 55317 6450 DEVONSHIRE DR 252620245 1 $4,703.49 $795.33 178 ADAM J & AMY WAKEFIELD 6451 DEVONSHIRE DR CHANHASSEN, MN 55317 6451 DEVONSHIRE DR 252620530 1 $4,703.49 $795.33 179 TODD G & AMY K ANDERSON 6461 DEVONSHIRE DR CHANHASSEN, MN 55317 6461 DEVONSHIRE DR 252620520 1 $4,703.49 $795.33 180 ANTHONY S WALDENMAIER 6471 DEVONSHIRE DR CHANHASSEN, MN 55317 6471 DEVONSHIRE DR 252620510 1 $4,703.49 $795.33 181 STEVEN C CRIST 6501 WELSLEY CT CHANHASSEN, MN 55317 6501 WELSLEY CT 252620500 1 $4,703.49 $795.33 182 JEROMEY STONEBURG 6511 WELSLEY CT CHANHASSEN, MN 55317 6511 WELSLEY CT 252620490 1 $4,703.49 $795.33 183 THOMAS M & DEBRA J GIVEN 6521 WELSLEY CT CHANHASSEN, MN 55317 6521 WELSLEY CT 252620480 1 $4,703.49 $795.33 184 MATTHEW C & MARGARET I HILLMER 6520 WELSLEY CT CHANHASSEN, MN 55317 6520 WELSLEY CT 252620470 1 $4,703.49 $795.33 185 DEBIN WANG 6510 WELSLEY CT CHANHASSEN, MN 55317 6510 WELSLEY CT 252620460 1 $4,703.49 $795.33 186 ANNELIESE HUML 6500 WELSLEY CT CHANHASSEN, MN 55317 6500 WELSLEY CT 252620450 1 $4,703.49 $795.33 187 KEVIN P BLONG 6491 DEVONSHIRE DR CHANHASSEN, MN 55317 6491 DEVONSHIRE DR 252620440 1 $4,703.49 $795.33 188 ANNA TYLER YAROSLAVA 6501 DEVONSHIRE DR CHANHASSEN, MN 55317 6501 DEVONSHIRE DR 252620430 1 $4,703.49 $795.33 189 LUNA H KIMAL 6511 DEVONSHIRE DR CHANHASSEN, MN 55317 6511 DEVONSHIRE DR 252620420 1 $4,703.49 $795.33 190 STEPHEN M & MARY F BIELSKI 6521 DEVONSHIRE DR CHANHASSEN, MN 55317 6521 DEVONSHIRE DR 252620410 1 $4,703.49 $795.33 191 PATRICIA A POTTER REV TRUST 6531 DEVONSHIRE DR CHANHASSEN, MN 55317 6531 DEVONSHIRE DR 252620400 1 $4,703.49 $795.33 192 RYAN C & HEIDI L MCDONNELL 6541 DEVONSHIRE DR CHANHASSEN, MN 55317 6541 DEVONSHIRE DR 252620390 1 $4,703.49 $795.33 193 BRIAN LEROY NELSON 6551 DEVONSHIRE DR CHANHASSEN, MN 55317 6551 DEVONSHIRE DR 252620380 1 $4,703.49 $795.33 194 SYLVESTER & MARY ROERICK 6600 ARLINGTON CT CHANHASSEN, MN 55317 6600 ARLINGTON CT 252620370 1 $4,703.49 $795.33 195 JOHN P & BARBARA J SPIESS TRUST 6610 ARLINGTON CT CHANHASSEN, MN 55317 6610 ARLINGTON CT 252620360 1 $4,703.49 $795.33 196 FRANK C DUNN TRUST AGREEMENT 6620 ARLINGTON CT CHANHASSEN, MN 55317 6620 ARLINGTON CT 252620350 1 $4,703.49 $795.33 197 E SAMUEL CHASE III 6621 ARLINGTON CT CHANHASSEN, MN 55317 6621 ARLINGTON CT 252620340 1 $4,703.49 $795.33 198 TODD W & TERESA E DECKARD 6611 ARLINGTON CT CHANHASSEN, MN 55317 6611 ARLINGTON CT 252620330 1 $4,703.49 $795.33 199 JEFFREY ROBERT & CAROLYN WELDON SMITH RE 6601 ARLINGTON CT CHANHASSEN, MN 55317 6601 ARLINGTON CT 252620320 1 $4,703.49 $795.33 200 JEFFREY R HENKEMEYER AND EVELYN MOLLOY H 6605 MULBERRY CIR E CHANHASSEN, MN 55317 6605 MULBERRY CIR E 258840010 1 $4,703.49 $795.33 201 TONYA S SADURA 6635 MULBERRY CIR E CHANHASSEN, MN 55317 6635 MULBERRY CIR E 258840020 1 $4,703.49 $795.33 202 ERIC CHMIELEWSKI 6645 MULBERRY CIR E CHANHASSEN, MN 55317 6645 MULBERRY CIR E 258360020 1 $4,703.49 $795.33 203 ROBBIN M ERSBO 6665 MULBERRY CIR E CHANHASSEN, MN 55317 6665 MULBERRY CIR E 258360010 1 $4,703.49 $795.33 204 GRADY HARRISON HEDSTROM 6683 MULBERRY CIR CHANHASSEN, MN 55317 6683 MULBERRY CIR 258840030 1 $4,703.49 $795.33 205 FRANK KAIM 6687 MULBERRY CIR CHANHASSEN, MN 55317 6687 MULBERRY CIR 258840040 1 $4,703.49 $795.33 206 THE DELGADILLO MATT LIVING TRUST 6693 MULBERRY CIR E CHANHASSEN, MN 55317 6693 MULBERRY CIR E 258840050 1 $4,703.49 $795.33 207 ROY R & JACQUELINE B ANDERSON 6695 MULBERRY CIR E CHANHASSEN, MN 55317 6695 MULBERRY CIR E 258840060 1 $4,703.49 $795.33 208 TYLER SCHMIDT 6699 MULBERRY CIR E CHANHASSEN, MN 55317 6699 MULBERRY CIR E 258840070 1 $4,703.49 $795.33 209 RUSSELL J & BONNIE G SIAKEL 6703 MULBERRY CIR E CHANHASSEN, MN 55317 6703 MULBERRY CIR E 258840080 1 $4,703.49 $795.33 210 CHRISTOPHER J VANDERPLOEG 6719 MULBERRY CIR CHANHASSEN, MN 55317 6719 MULBERRY CIR 258830120 1 $4,703.49 $795.33 211 SCOTT & KAREN DEWING 6735 MULBERRY CIR CHANHASSEN, MN 55317 6735 MULBERRY CIR 258830130 1 $4,703.49 $795.33 212 MICHAEL & CHRISTINE BOBERG 1321 HEATHER CT CHANHASSEN, MN 55317 1321 HEATHER CT 258830140 1 $4,703.49 $795.33 213 JENNON M CARUTH 1331 HEATHER CT CHANHASSEN, MN 55317 1331 HEATHER CT 258830150 1 $4,703.49 $795.33 214 PATRICK J & ROSEANN C BORAN 1341 HEATHER CT CHANHASSEN, MN 55317 1341 HEATHER CT 258830160 1 $4,703.49 $795.33 215 DAVID RICHARD WESTPHAL 1351 HEATHER CT CHANHASSEN, MN 55317 1351 HEATHER CT 258830170 1 $4,703.49 $795.33 L 1 2023 CITY PAVEMENT REHABILITATION PROJECT PRELIMINARY ASSESSMENT ROLL - CURRY FARMS/MULBERRY AREA 1/18/2023 STREET ASSESSMENT *ANNUAL OWNER OWNER ADDRESS P.I.D. ASSMT ASSMT STREET PROP PROPERTY PAYMENT NOTES NO. ADDRESS UNIT ASSMT 216 DANIEL H CREYDT 1360 HEATHER CT CHANHASSEN, MN 55317 1360 HEATHER CT 258830180 1 $4,703.49 $795.33 217 THOMAS M & KIMBERLY MCREAVY 1350 HEATHER CT CHANHASSEN, MN 55317 1350 HEATHER CT 258830190 1 $4,703.49 $795.33 218 WALTER KUNISCH JR 1340 HEATHER CT CHANHASSEN, MN 55317 1340 HEATHER CT 258830200 1 $4,703.49 $795.33 219 RODNEY BINFET 6728 MULBERRY CIR CHANHASSEN, MN 55317 6728 MULBERRY CIR 258830210 1 $4,703.49 $795.33 220 COURTNEY ZIEBARTH 6714 MULBERRY CIR W CHANHASSEN, MN 55317 6714 MULBERRY CIR W 258830220 1 $4,703.49 $795.33 221 MATTHEW H JONES 6700 MULBERRY CIR CHANHASSEN, MN 55317 6700 MULBERRY CIR 258830230 1 $4,703.49 $795.33 222 JEFFREY HOPWOOD 6690 MULBERRY CIR CHANHASSEN, MN 55317 6690 MULBERRY CIR 258830240 1 $4,703.49 $795.33 223 DANIEL J & CATHERINE M KEEFE 6670 MULBERRY CIR CHANHASSEN, MN 55317 6670 MULBERRY CIR 258830250 1 $4,703.49 $795.33 224 JOHN D & KAREN M KROLL 6601 MULBERRY CIR CHANHASSEN, MN 55317 6601 MULBERRY CIR 258830020 1 $4,703.49 $795.33 225 KEITH E & ELLEN J DOBBINS 6619 MULBERRY CIR CHANHASSEN, MN 55317 6619 MULBERRY CIR 258830030 1 $4,703.49 $795.33 226 MARY B CARLTON 6637 MULBERRY CIR CHANHASSEN, MN 55317 6637 MULBERRY CIR 258830040 1 $4,703.49 $795.33 227 JESSICA N PIERCE 6655 MULBERRY CIR CHANHASSEN, MN 55317 6655 MULBERRY CIR 258830050 1 $4,703.49 $795.33 228 JAMES N MONTGOMERY 6673 MULBERRY CIR CHANHASSEN, MN 55317 6673 MULBERRY CIR 258830060 1 $4,703.49 $795.33 229 JODY LYNN BONNEVIER 6691 MULBERRY CIR CHANHASSEN, MN 55317 6691 MULBERRY CIR 258830070 1 $4,703.49 $795.33 230 ALYSSA LYNN GRIFFETH 6701 MULBERRY CIR W CHANHASSEN, MN 55317 6701 MULBERRY CIR W 258830080 1 $4,703.49 $795.33 231 AMY RUTH KELLY 6715 MULBERRY CIR CHANHASSEN, MN 55317 6715 MULBERRY CIR 258830090 1 $4,703.49 $795.33 232 DALEN J DEFOE 6729 MULBERRY CIR CHANHASSEN, MN 55317 6729 MULBERRY CIR 258830100 1 $4,703.49 $795.33 233 JULIAN JANES 6730 MULBERRY CIR E CHANHASSEN, MN 55317 6730 MULBERRY CIR E 258830110 1 $4,703.49 $795.33 234 MELISSA A ELDER REV TRUST 6696 MULBERRY CIR CHANHASSEN, MN 55317 6696 MULBERRY CIR 258840090 1 $4,703.49 $795.33 235 DAVID M & COLLEEN B RONNEI 6666 MULBERRY CIR E CHANHASSEN, MN 55317 6666 MULBERRY CIR E 258840100 1 $4,703.49 $795.33 236 ANTHONY G MARTIN 6636 MULBERRY CIR E CHANHASSEN, MN 55317 6636 MULBERRY CIR E 258840110 1 $4,703.49 $795.33 237 KEVIN L ANDVIK 6606 MULBERRY CIR E CHANHASSEN, MN 55317 6606 MULBERRY CIR E 258840120 1 $4,703.49 $795.33 Assessment Basis Unit 130.00 $611,453.59 Notes: *Based on Interest Rate 2 % Above Bonding Cost (= 5.25 % + 2.0 % = 7.25%) and Term Equal to Bond Term (= 8 Years). 230 2023 Pavement Rehabilitation Project City of Chanhassen Figure 2: Creek Run Trail Area Improvements BOLTON January 2023(D&MENK 0 120 240 HORZ. ` . SCALE FEET UJ BLUE JAY CIRCLE f ' W• z t r O `�QW YUJ kn All, UJ 9 DEER RIDGE 40 AUDUBON CIRCLE r \ !. • Yam -+�� .' h .,,ay+,.�T '-� - .. ' .. • „ter- .a. - •ti, ..�' �� Q 4 1e� 102 103 104 - .'- `,' ...�y •r..•.. . CREEK RUN TR los YCISEMITE AVE �,� r ~ y r•r 108 MITEAVE 5; s; Q UJ a y i ~ O ` • t { ' y. ,. Irk s r SHADOW LANE y y r LEGEND • . ® ASSESSMENT AREA ~# XXX PROPERTY NUMBER D ` f`►,. PROPOSED REHABILITATION AREA 231 KNOB HILL LANE ' �- 2023 CITY PAVEMENT REHABILITATION PROJECT PRELIMINARY ASSESSMENT ROLL - CREEK RUN TRAIL AREA 1/18/2023 STREET ASSESSMENT *ANNUAL OWNER OWNER ADDRESS P.I.D. ASSMT ASSMT STREET PROP PROPERTY PAYMENT NOTES NO. ESS UNIT ASSMT CREEK RUN TRAIL AREA _AWADDR 100 SUSAN M HUME 1531 CREEK RUN TRL EXCELSIOR MN 55331 1531 CREEK RUN TRL 252540100 1 $4,499.13 $760.78 101 NOAH J HANSEN 1541 CREEK RUN TRL EXCELSIOR MN 55331 1541 CREEK RUN TRL 252540090 1 $4,499.13 $760.78 102 VIRGINIA JACKSON 1551 CREEK RUN TRL EXCELSIOR MN 55331 1551 CREEK RUN TRL 252540080 1 $4,499.13 $760.78 103 MARK A & AMY L SPANIOL 1561 CREEK RUN TRL EXCELSIOR MN 55331 1561 CREEK RUN TRL 252540070 1 $4,499.13 $760.78 104 MEGAN BOE 1571 CREEK RUN TRL EXCELSIOR MN 55331 1571 CREEK RUN TRL 252540060 1 $4,499.13 $760.78 105 CHRISTO STAVROU 1570 CREEK RUN TRL EXCELSIOR MN 55331 1570 CREEK RUN TRL 252540050 1 $4,499.13 $760.78 106 JOHN W & LISA A MECCIA 1560 CREEK RUN TRL EXCELSIOR MN 55331 1560 CREEK RUN TRL 252540040 1 $4,499.13 $760.78 107 ROBERT J & LOURI UNDERKOFLER 1550 CREEK RUN TRL EXCELSIOR MN 55331 1550 CREEK RUN TRL 252540030 1 $4,499.13 $760.78 108 DANIEL G & SHARI L REAGAN 1540 CREEK RUN TRL EXCELSIOR MN 55331 1540 CREEK RUN TRL 252540020 1 $4,499.13 $760.78 109 STEVEN R & SANDRA K OLSON 1530 CREEK RUN TRL EXCELSIOR MN 55331 1530 CREEK RUN TRL 252540010 1 $4,499.13 $760.78 Assessment Basis Unit 1U.00 $44,991.34 Notes: *Based on Interest Rate 2 % Above Bonding Cost (= 5.25 % + 2.0 % = 7.25%) and Term Equal to Bond Term (= 8 Years). 232 2023 Pavement Rehabilitation Project City of Chanhassen LEGEND ® ASSESSMENT AREA EX PROPERTY NUMBER 0 PROPOSED REHABILITATION AREA � s t POWERS BLVD r ;VT 2 19 Figure 3: Saddlebrook Area Improvements BOLTON January 2023(D&MENK 409 � /6 FRS �JD 439 \ 48 \ � 3r' 437 J u z 436 U u •• 435 Q o 120 zoo HORZ. SCALE FEET .p s 02 i 71 G� ^ • i 408 Z ��0 •349 414 _ 434 r ?0A�� 415 - 433 a 406 416 432 - 346 347 �45 351 332352 353 405 \ 17 431 7 315 316 317 318 '• 418 ' m 430 � , 344 319 CAC 333 321 - - US CURVE 404 4 419 , 429 - � 358 '• Lu 314� \ 334 343 35� 357 356 354 403 42420 428 QZ 497 Q 31� 325 324 ��0 335342 360 355 402 422 Z 323 322 �� 341 363 426 0 312 � 336 = - 362 361 401 326 0- 425 � 337 331 -. 340 ' , �RA�L 400 311 424 3z7 C� ss9 SADDLEBROOK 328O 329 330 R�j� 338 399 -- 310 303 373 398 + CANYON CUR 302 376 36s 309 377 308 307 306 �, " 305 �. 301 371 370 ' q 395 _ L - m 367 S SR- B 378 _ O- z 386tp qs V� 385 i O �f Q 382 384 388 t 0 F \\. O G��` ' b KERBER BLVD 6r� �,. { - {� boy ly • 233 2023 CITY PAVEMENT REHABILITATION PROJECT PRELIMINARY ASSESSMENT ROLL - SADDLEBROOK AREA 1 /18/2023 STREET ASSESSMENT 'ANNUAL OWNER ADDRESS P.I.D. ASSMT ASSMT STREET PROP. PROPERTY LADDRESS PAYMENT NOTES NO. UNIT ASSMT SADDLEBROOK AREA 300 MARK & JANETTE YOUKER 901 SADDLEBROOK CURV CHANHASSEN,MN 55317 901 SADDLEBROOK CURV 257551090 1 $4,684.66 $792.15 301 RICHARD K RYAN 911 SADDLEBROOK CURV CHANHASSEN,MN 55317 911 SADDLEBROOK CURV 257551100 1 $4,684.66 $792.15 302 GREGORY C BROWN 921 SADDLE BROOK CURV CHANHASSEN,MN 55317 921 SADDLE BROOK CURV 257551110 1 $4,684.66 $792.15 303 JUERGEN HERMANN SCHERER 931 SADDLEBROOK CURV CHANHASSEN,MN 55317 931 SADDLEBROOK CURV 257551120 1 $4,684.66 $792.15 304 BRIEANNA L BOUDREAU-LANDIS 7620 CANYON CURV CHANHASSEN,MN 55317 7620 CANYON CURV 257551130 1 $4,684.66 $792.15 305 MICHAEL R & JULIE A LINDELIEN 7610 CANYON CURV CHANHASSEN,MN 55317 7610 CANYON CURV 257551140 1 $4,684.66 $792.15 306 CARLY M SHULTZ 7600 CANYON CURV CHANHASSEN,MN 55317 7600 CANYON CURV 257551150 1 $4,684.66 $792.15 307 DALE A & BETH D LARSON 7590 CANYON CURV CHANHASSEN,MN 55317 7590 CANYON CURV 257551160 1 $4,684.66 $792.15 308 GREGORY J & CYNTHIA J HROMATKA 7580 CANYON CURV CHANHASSEN,MN 55317 7580 CANYON CURV 257551170 1 $4,684.66 $792.15 309 JACK P & DIANE J THIEN 7570 CANYON CURV CHANHASSEN,MN 55317 7570 CANYON CURV 257551180 1 $4,684.66 $792.15 310 MARY M HENKE 7560 CANYON CURV CHANHASSEN,MN 55317 7560 CANYON CURV 257551190 1 $4,684.66 $792.15 311 TIMOTHY J ANDERSON 7550 CANYON CURV CHANHASSEN,MN 55317 7550 CANYON CURV 257551200 1 $4,684.66 $792.15 312 JANE R CALLISTER-WHITAKER 7540 CANYON CURV CHANHASSEN,MN 55317 7540 CANYON CURV 257551210 1 $4,684.66 $792.15 313 GREGG A & MICHELLE W GESKE 7530 CANYON CURV CHANHASSEN,MN 55317 7530 CANYON CURV 257551220 1 $4,684.66 $792.15 314 BRENT L & JOYCE A EGERSETT 7520 CANYON CURV CHANHASSEN,MN 55317 7520 CANYON CURV 257551230 1 $4,684.66 $792.15 315 STEFANIE MARIE ULRICH 7510 CANYON CURV CHANHASSEN,MN 55317 7510 CANYON CURV 257551240 1 $4,684.66 $792.15 316 LAURENCE CRUZ, PATRICIA CRUZ 7500 CANYON CURV CHANHASSEN,MN 55317 7500 CANYON CURV 257551250 1 $4,684.66 $792.15 317 JESSE A MENDEN 7490 CANYON CURV CHANHASSEN,MN 55317 7490 CANYON CURV 257551260 1 $4,684.66 $792.15 318 AILEEN L WATKINS PO BOX 125 CHANHASSEN,MN 55317 PO BOX 125 257551270 1 $4,684.66 $792.15 319 JACOB BENDA 7470 CANYON CURV CHANHASSEN,MN 55317 7470 CANYON CURV 257551280 1 $4,684.66 $792.15 320 JOSEPH M MCGLOIN 971 SADDLEBROOK CURV CHANHASSEN,MN 55317 971 SADDLEBROOK CURV 257551300 1 $4,684.66 $792.15 321 GARY J & JUDITH VANDERWATER 961 SADDLEBROOK CURV CHANHASSEN,MN 55317 961 SADDLEBROOK CURV 257551290 1 $4,684.66 $792.15 322 ZACHARY HECKERT 7461 CANYON CURV CHANHASSEN,MN 55317 7461 CANYON CURV 257551400 1 $4,684.66 $792.15 323 JOHN M III & JEAN A LINFORTH 7471 CANYON CURV CHANHASSEN,MN 55317 7471 CANYON CURV 257551390 1 $4,684.66 $792.15 324 RHONDA M ROSSING 7481 CANYON CURV CHANHASSEN,MN 55317 7481 CANYON CURV 257551380 1 $4,684.66 $792.15 325 MARCUS PAUL HANSON 7491 CANYON CURV CHANHASSEN,MN 55317 7491 CANYON CURV 257551370 1 $4,684.66 $792.15 326 MARK & CINDY SCHALLOCK 7501 CANYON CURV CHANHASSEN,MN 55317 7501 CANYON CURV 257551360 1 $4,684.66 $792.15 327 NICHOLAS R WIERZBINSKI PO BOX 523 CHANHASSEN,MN 55317 PO BOX 523 257551350 1 $4,684.66 $792.15 328 JASON M WHELPLEY 7521 CANYON CURV CHANHASSEN,MN 55317 7521 CANYON CURV 257551340 1 $4,684.66 $792.15 329 LYNN LORD 7531 CANYON CURV CHANHASSEN,MN 55317 7531 CANYON CURV 257551330 1 $4,684.66 $792.15 330 JEFFREY & RONDA HIGGINS 7541 CANYON CURV CHANHASSEN,MN 55317 7541 CANYON CURV 257551320 1 $4,684.66 $792.15 331 ANGANETTE MCBRYDE 7551 CANYON CURV CHANHASSEN,MN 55317 7551 CANYON CURV 257551310 1 $4,684.66 $792.15 332 TODD A & PAMELA A NEILS 990 SADDLEBROOK CURV CHANHASSEN,MN 55317 990 SADDLEBROOK CURV 257551080 1 $4,684.66 $792.15 333 ROBERT HIMMERICK 980 SADDLEBROOK CURV CHANHASSEN,MN 55317 980 SADDLEBROOK CURV 257551070 1 $4,684.66 $792.15 334 MARCOS GARCIA 970 SADDLEBROOK CURV CHANHASSEN,MN 55317 970 SADDLEBROOK CURV 257551060 1 $4,684.66 $792.15 335 PETER MALLY CARLSON 960 SADDLEBROOK CURV CHANHASSEN,MN 55317 960 SADDLEBROOK CURV 257551050 1 $4,684.66 $792.15 336 STEVEN T LEONARD 950 SADDLEBROOK CURV CHANHASSEN,MN 55317 950 SADDLEBROOK CURV 257551040 1 $4,684.66 $792.15 337 KEVIN R CRYSTAL 940 SADDLEBROOK CURV CHANHASSEN,MN 55317 940 SADDLEBROOK CURV 257551030 1 $4,684.66 $792.15 338 MATTHEW S & LAUREL A HOFFMAN 931 SADDLEBROOK TRL CHANHASSEN,MN 55317 931 SADDLEBROOK TRL 257551020 1 $4,684.66 $792.15 339 ALEXANDER SPANTON 941 SADDLEBROOK TRL CHANHASSEN,MN 55317 941 SADDLEBROOK TRL 257551010 1 $4,684.66 $792.15 340 LISA K HLAVACEK 951 SADDLEBROOK TRL CHANHASSEN,MN 55317 951 SADDLEBROOK TRL 257551000 1 $4,684.66 $792.15 341 RILEY A ROGOTZKE 7350 CACTUS CURV CHANHASSEN,MN 55317 7350 CACTUS CURV 257550990 1 $4,684.66 $792.15 342 BARBARA J MAWER 7340 CACTUS CURV CHANHASSEN,MN 55317 7340 CACTUS CURV 257550980 1 $4,684.66 $792.15 343 JAMIE LIPPERT-NEGEN 7330 CACTUS CURV CHANHASSEN,MN 55317 7330 CACTUS CURV 257550970 1 $4,684.66 $792.15 344 EMILY MARGARET ROHLF 7320 CACTUS CURV CHANHASSEN,MN 55317 7320 CACTUS CURV 257550960 1 $4,684.66 $792.15 345 LIONEL ABOULKHEIR 7310 CACTUS CURV CHANHASSEN,MN 55317 7310 CACTUS CURV 257550950 1 $4,684.66 $792.15 346 THU NGUYEN 7300 CACTUS CURV CHANHASSEN,MN 55317 7300 CACTUS CURV 257550940 1 $4,684.66 $792.15 347 THOMAS D MCDANIEL 7290 CACTUS CURV CHANHASSEN,MN 55317 7290 CACTUS CURV 257550930 1 $4,684.66 $792.15 348 DEANNE L NICHOLSON 7280 CACTUS CURV CHANHASSEN,MN 55317 7280 CACTUS CURV 257550920 1 $4,684.66 $792.15 349 TAMARA MARIE KEOUGH 1031 SADDLEBROOK TRL CHANHASSEN,MN 55317 1031 SADDLEBROOK TRL 257550870 1 $4,684.66 $792.15 350 KAMSIMUANG PHATHACHACK 1021 SADDLEBROOK TRL CHANHASSEN,MN 55317 1021 SADDLEBROOK TRL 257550880 1 $4,684.66 $792.15 351 THOMAS J & PAMELA A PREISS 7270 CACTUS CURV CHANHASSEN,MN 55317 7270 CACTUS CURV 257550910 1 $4,684.66 $792.15 352 GASPERLIN JOINT REVOCABLE TRUST 7260 CACTUS CURV CHANHASSEN,MN 55317 7260 CACTUS CURV 257550900 1 $4,684.66 $792.15 353 BAILEY LIVING TRUST 7250 CACTUS CURV CHANHASSEN,MN 55317 7250 CACTUS CURV 257550890 1 $4,684.66 $792.15 354 TODD LUECKE 8788 BELLEVUE CT CHANHASSEN,MN 55317 8788 BELLEVUE CT 257550770 1 $4,684.66 $792.15 355 JINNING HUANG, YUNYUN FU 991 SADDLEBROOK TRL CHANHASSEN,MN 55317 991 SADDLEBROOK TRL 257550780 1 $4,684.66 $792.15 356 KELLY OSBORN 7311 CACTUS CURV CHANHASSEN,MN 55317 7311 CACTUS CURV 257550860 1 $4,684.66 $792.15 357 DEREK PEDERSON 7321 CACTUS CURV CHANHASSEN,MN 55317 7321 CACTUS CURV 257550850 1 $4,684.66 $792.15 358 STEVEN BEAUPRE 7331 CACTUS CURV CHANHASSEN,MN 55317 7331 CACTUS CURV 257550840 1 $4,684.66 $792.15 359 JESSICA LEIGH FUNK 24940 EDENVALE TRL ELKO,MN 55020 7341 CACTUS CURV 257550830 1 $4,684.66 $792.15 360 SHELLY L KRUEGER 7351 CACTUS CURV CHANHASSEN,MN 55317 7351 CACTUS CURV 257550820 1 $4,684.66 $792.15 361 DALE R & SARAH PETERSON 7361 CACTUS CURV CHANHASSEN,MN 55317 7361 CACTUS CURV 257550810 1 $4,684.66 $792.15 362 DALE E & SUSAN D EGBERT 971 SADDLEBROOK TRL CHANHASSEN,MN 55317 971 SADDLEBROOK TRL 257550800 1 $4,684.66 $792.15 363 BARBARA MARIE RHEAUME 981 SADDLEBROOK TRL CHANHASSEN,MN 55317 981 SADDLEBROOK TRL 257550790 1 $4,684.66 $792.15 364 WILLIAM ELLIS CRIPE II 911 SADDLEBROOK PASS CHANHASSEN,MN 55317 911 SADDLEBROOK PASS 257550690 1 $4,684.66 $792.15 365 ARKADIY & GALINA KHAZAN 901 SADDLEBROOK PASS CHANHASSEN,MN 55317 901 SADDLEBROOK PASS 257550680 1 $4,684.66 $792.15 366 PETER J ANDERSON 891 SADDLEBROOK PASS CHANHASSEN,MN 55317 891 SADDLEBROOK PASS 257550670 1 $4,684.66 $792.15 367 MARCELINA G BUCHANAN 881 SADDLEBROOK PASS CHANHASSEN,MN 55317 881 SADDLEBROOK PASS 257550660 1 $4,684.66 $792.15 368 TROY J REINE 7300 TROTTERS CIR CHANHASSEN,MN 55317 7300 TROTTERS CIR 257550650 1 $4,684.66 $792.15 369 ANDREW MCGRATH 7310 TROTTERS CIR CHANHASSEN,MN 55317 7310 TROTTERS CIR 257550640 1 $4,684.66 $792.15 370 THE TRUST AGREEMENT OF JAMES AND DEEANN 7320 TROTTERS CIR CHANHASSEN,MN 55317 7320 TROTTERS CIR 257550630 1 $4,684.66 $792.15 371 CHARLES E & AMY C OLSON 7330 TROTTERS CIR CHANHASSEN,MN 55317 7330 TROTTERS CIR 257550620 1 $4,684.66 $792.15 372 GARY L II & MICHELE A NIX 7340 TROTTERS CIR CHANHASSEN,MN 55317 7340 TROTTERS CIR 257550610 1 $4,684.66 $792.15 373 IVALERIE SOLDATOW 920 SADDLEBROOK TRL CHANHASSEN,MN 55317 920 SADDLEBROOK TRL 257550700 1 $4,684.66 $792.15 234 2023 CITY PAVEMENT REHABILITATION PROJECT PRELIMINARY ASSESSMENT ROLL - SADDLEBROOK AREA 1 /18/2023 STREET ASSESSMENT *ANNUAL OWNER ADDRESS P.I.D. ASSMT ASSMT STREET PROP. PROPERTY PAYMENT NO. in ADDRESS UNIT ASSMT 374 ASHMIT TULADHAR 910 SADDLEBROOK TRL CHANHASSEN,MN 55317 910 SADDLEBROOK TRL 257550710 1 $4,684.66 $792.15 375 KENNETH & PEGGY ADAM 900 SADDLEBROOK TRL CHANHASSEN,MN 55317 900 SADDLEBROOK TRL 257550720 1 $4,684.66 $792.15 376 KAMAL A OMAR 890 SADDLEBROOK TRL CHANHASSEN,MN 55317 890 SADDLEBROOK TRL 257550730 1 $4,684.66 $792.15 377 BRIAN PICKERELL 880 SADDLEBROOK TR CHANHASSEN,MN 55317 880 SADDLEBROOK TR 257550740 1 $4,684.66 $792.15 378 WILLIAM A & KAREN M ENGBERG 910 SADDLEBROOK CURV CHANHASSEN,MN 55317 910 SADDLEBROOK CURV 257550750 1 $4,684.66 $792.15 379 PAULA MARIE CONNELLY 900 SADDLEBROOK CURV CHANHASSEN,MN 55317 900 SADDLEBROOK CURV 257550760 1 $4,684.66 $792.15 380 SUSAN LEIENDECKER 7331 TROTTERS CIR CHANHASSEN,MN 55317 7331 TROTTERS CIR 257550600 1 $4,684.66 $792.15 381 BRYAN KUFFEL 7321 TROTTERS CIR CHANHASSEN,MN 55317 7321 TROTTERS CIR 257550590 1 $4,684.66 $792.15 382 DIANE E HEISLER 7311 TROTTERS CIR CHANHASSEN,MN 55317 7311 TROTTERS CIR 257550580 1 $4,684.66 $792.15 383 ADAM R CARLSON 7301 TROTTERS CIR CHANHASSEN,MN 55317 7301 TROTTERS CIR 257550570 1 $4,684.66 $792.15 384 STEVEN R & TERRI L WAHL 7291 TROTTERS CIR CHANHASSEN,MN 55317 7291 TROTTERS CIR 257550560 1 $4,684.66 $792.15 385 LYLE BURMEISTER 7281 TROTTERS CIR CHANHASSEN,MN 55317 7281 TROTTERS CIR 257550550 1 $4,684.66 $792.15 386 PETER J BJORLIN 7271 TROTTERS CIR CHANHASSEN,MN 55317 7271 TROTTERS CIR 257550540 1 $4,684.66 $792.15 387 JANE A EVANGELISTA 861 SADDLEBROOK PASS CHANHASSEN,MN 55317 861 SADDLEBROOK PASS 257550530 1 $4,684.66 $792.15 388 PATRICK O FINN 851 SADDLEBROOK PASS CHANHASSEN,MN 55317 851 SADDLEBROOK PASS 257550520 1 $4,684.66 $792.15 389 DANIEL T & RAYNA J LECHELT 841 SADDLEBROOK PASS CHANHASSEN,MN 55317 841 SADDLEBROOK PASS 257550510 1 $4,684.66 $792.15 390 ARMENAK PETROSIAN 850 SADDLEBROOK PASS CHANHASSEN,MN 55317 850 SADDLEBROOK PASS 257550500 1 $4,684.66 $792.15 391 ARMENAK & LENA PETROSIAN 850 SADDLEBROOK PASS CHANHASSEN,MN 55317 850 SADDLEBROOK PASS 257550490 1 $4,684.66 $792.15 392 LEIF H JOHNSON 860 SADDLEBROOK PASS CHANHASSEN,MN 55317 860 SADDLEBROOK PASS 257550480 1 $4,684.66 $792.15 393 JOHN H BRUNNER 870 SADDLEBROOK PASS CHANHASSEN,MN 55317 870 SADDLEBROOK PASS 257550470 1 $4,684.66 $792.15 394 SYDMAK LLC 2318 TART LAKE RD LINO LAKES,MN 55038 880 SADDLEBROOK PASS 257550460 1 $4,684.66 $792.15 395 EDWARD G JANOWSKI 890 SADDLEBROOK PASS CHANHASSEN,MN 55317 890 SADDLEBROOK PASS 257550450 1 $4,684.66 $792.15 396 YUDESHWAR AUTAR 900 SADDLEBROOK PASS CHANHASSEN,MN 55317 900 SADDLEBROOK PASS 257550440 1 $4,684.66 $792.15 397 TIMOTHY HELD 910 SADDLEBROOK PASS CHANHASSEN,MN 55317 910 SADDLEBROOK PASS 257550170 1 $4,684.66 $792.15 398 ROBB L & DIANE B SWENSON 920 SADDLEBROOK PASS CHANHASSEN,MN 55317 920 SADDLEBROOK PASS 257550180 1 $4,684.66 $792.15 399 JOSH C & AMANDA L KNIGHT 930 SADDLEBROOK PASS CHANHASSEN,MN 55317 930 SADDLEBROOK PASS 257550190 1 $4,684.66 $792.15 400 ROBSON K & MICHELLE M SNYDER 940 SADDLEBROOK PASS CHANHASSEN,MN 55317 940 SADDLEBROOK PASS 257550200 1 $4,684.66 $792.15 401 HPA US1 LLC 120 S RIVERSIDE PLAZA STE 2000 CHICAGO,IL 60606 950 SADDLEBROOK PASS 257550210 1 $4,684.66 $792.15 402 MARY W HANSON 960 SADDLEBROOK TRL CHANHASSEN,MN 55317 960 SADDLEBROOK TRL 257550220 1 $4,684.66 $792.15 403 ROBERT J SHAHEEN 970 SADDLEBROOK TRL CHANHASSEN,MN 55317 970 SADDLEBROOK TRL 257550230 1 $4,684.66 $792.15 404 MATT & CHRISTINE PUDAS 503 CREEKSIDE WAY PEACHTREE CITY, GA 30269 980 SADDLEBROOK TRL 257550240 1 $4,684.66 $792.15 405 EUGENE A & KAREN A COX 990 SADDLEBROOK TRL CHANHASSEN,MN 55317 990 SADDLEBROOK TRL 257550250 1 $4,684.66 $792.15 406 SANG Y YATH 1000 SADDLEBROOK TRL CHANHASSEN,MN 55317 1000 SADDLEBROOK TRL 257550260 1 $4,684.66 $792.15 407 CARSON INGLE 1010 SADDLEBROOK TRL CHANHASSEN,MN 55317 1010 SADDLEBROOK TRL 257550270 1 $4,684.66 $792.15 408 NANCY JOHNSON 1020 SADDLEBROOK TRL CHANHASSEN,MN 55317 1020 SADDLEBROOK TRL 257550280 1 $4,684.66 $792.15 409 ANTHONY D NOREM 1030 SADDLEBROOK TRL CHANHASSEN,MN 55317 1030 SADDLEBROOK TRL 257550290 1 $4,684.66 $792.15 410 DEANNA LILIENTHAL 1051 BUTTE CT CHANHASSEN,MN 55317 1051 BUTTE CT 257550300 1 $4,684.66 $792.15 411 HAROLD D TULLY 1041 BUTTE CT CHANHASSEN,MN 55317 1041 BUTTE CT 257550310 1 $4,684.66 $792.15 412 TIMOTHY W & DAWN L SMITH 1031 BUTTE CT CHANHASSEN,MN 55317 1031 BUTTE CT 257550320 1 $4,684.66 $792.15 413 LEE H PATTEN 1021 BUTTE CT CHANHASSEN,MN 55317 1021 BUTTE CT 257550330 1 $4,684.66 $792.15 414 PERRY WESTPHAL 1011 BUTTE CT CHANHASSEN,MN 55317 1011 BUTTE CT 257550340 1 $4,684.66 $792.15 415 ALAN J WINTERS 1001 BUTTE CT CHANHASSEN,MN 55317 1001 BUTTE CT 257550350 1 $4,684.66 $792.15 416 JEFFREY K ANDERSON 991 BUTTE CT CHANHASSEN,MN 55317 991 BUTTE CT 257550360 1 $4,684.66 $792.15 417 LINDA JO LANDSTEINER 981 BUTTE CT CHANHASSEN,MN 55317 981 BUTTE CT 257550370 1 $4,684.66 $792.15 418 TIMOTHY P NIERMAN 971 BUTTE CT CHANHASSEN,MN 55317 971 BUTTE CT 257550380 1 $4,684.66 $792.15 419 DONALD L & SALLY JOHNSON 961 BUTTE CT CHANHASSEN,MN 55317 961 BUTTE CT 257550390 1 $4,684.66 $792.15 420 MARY J SCHREMPP 951 BUTTE CT CHANHASSEN,MN 55317 951 BUTTE CT 257550400 1 $4,684.66 $792.15 421 VINCENT C THOMAS III 941 BUTTE CT CHANHASSEN,MN 55317 941 BUTTE CT 257550410 1 $4,684.66 $792.15 422 ADRIAN PIRVU 931 BUTTE CT CHANHASSEN,MN 55317 931 BUTTE CT 257550420 1 $4,684.66 $792.15 423 MARLENE GEORGE 921 BUTTE CT CHANHASSEN,MN 55317 921 BUTTE CT 257550430 1 $4,684.66 $792.15 424 DERRICK J SCHMALENBERG 920 BUTTE CT CHANHASSEN,MN 55317 920 BUTTE CT 257550160 1 $4,684.66 $792.15 425 STEVEN P & POLLY A GAMMON 930 BUTTE CT CHANHASSEN,MN 55317 930 BUTTE CT 257550150 1 $4,684.66 $792.15 426 EDWARD VANSLYKE 940 BUTTE CT CHANHASSEN,MN 55317 940 BUTTE CT 257550140 1 $4,684.66 $792.15 427 THE TIMOTHY A HANUS LIVING TRUST 950 BUTTE CT CHANHASSEN,MN 55317 950 BUTTE CT 257550130 1 $4,684.66 $792.15 428 CHRISTOPHER ANDERSON 24741 CEDAR POINT RD NEW PRAGUE,MN 56071 960 BUTTE CT 257550120 1 $4,684.66 $792.15 429 BEVERLY J GOSSARD 970 BUTTE CT CHANHASSEN,MN 55317 970 BUTTE CT 257550110 1 $4,684.66 $792.15 430 PAUL E CAMERON 980 BUTTE CT CHANHASSEN,MN 55317 980 BUTTE CT 257550100 1 $4,684.66 $792.15 431 DAVID BENJAMIN RODDY 990 BUTTE CT CHANHASSEN,MN 55317 990 BUTTE CT 257550090 1 $4,684.66 $792.15 432 JASON F WHITE 1000 BUTTE CT CHANHASSEN,MN 55317 1000 BUTTE CT 257550080 1 $4,684.66 $792.15 433 LEMONT C SANDERS II 1010 BUTTE CT CHANHASSEN,MN 55317 1010 BUTTE CT 257550070 1 $4,684.66 $792.15 434 DANIEL S MAHADY 1020 BUTTE CT CHANHASSEN,MN 55317 1020 BUTTE CT 257550060 1 $4,684.66 $792.15 435 DANIEL S & CATHERINE L MAHADY 1020 BUTTE CT CHANHASSEN,MN 55317 1020 BUTTE CT 257550050 1 $4,684.66 $792.15 436 CORY D EASTLUND 1040 BUTTE CT CHANHASSEN,MN 55317 1040 BUTTE CT 257550040 1 $4,684.66 $792.15 437 MARY F & GRAHAM S ASHBY 1488 RIVIERA AVE S LAKELAND, MN 55043 1050 BUTTE CT 257550030 1 $4,684.66 $792.15 438 KHASHAYAR MEMARI & SIMA KAVAND 1060 BUTTE CT CHANHASSEN,MN 55317 1060 BUTTE CT 257550020 1 $4,684.66 $792.15 439 KHASHAYAR MEMARI & SIMA KAVAND 2526 KENSINGTON LN ROANOKE,TX 76262 1070 BUTTE CT 257550010 1 $4,684.66 $792.15 Assessment Basis Unit 140.00 $655,852.79 Notes: *Based on Interest Rate 2 % Above Bonding Cost (= 5.25 % + 2.0 % = 7.25%) and Tenn Equal to Bond Term (= 8 Years). 51i 2023 Pavement Rehabilitation Project City of Chanhassen • . }' � AUDUBON ROAD . '' •• 545 546 1 LEGEND � ® ASSESSMENT AREA ALISA LANE XXX PROPERTY NUMBER - \ 0 PROPOSED REHABILITATION AREA 544 543 . 5[ 5 Figure 4: Lake Susan Hills West Area Improvements BOLTON January 2023(D&MENK o 120 zoo HORZ. O �G� SCALE FEET G F9�1 LOB , �GF D `f 575 sss cOURT - 563 (4Q� Y 582 570 � � sss 45TONEFIELD LANE 1 s64 sss sss s67 568 s69 \ s86 ss4 s83` 'ro 2O 587 e , * OSPREY LANE 510 F 7 M - 3 r I ' I ' 539 534 533 532 � 531 sll •- 509 588 C m 538 ' `;• 530 512 508 ,. 537 526 -- 527 = 528 513 529 507 514 SWAN 592 C0 �G� 525 536 `- - $POO 506 596 BLUEBILL TRAIL C/R�� s1s sos s93� K 524 'k - _ 523 522 521 520 519 518 517 516 \ `504 595 594' _ 598 ' S03 •� 4W 502 599 • � ♦. .- D 501 600 'ti. t, �J 1 rD z CvO r. 500 000� i FLAMINGO DRIVE ( rn 70 4 Z ` rn 236 2023 CITY PAVEMENT REHABILITATION PROJECT PRELIMINARY ASSESSMENT ROLL - LAKE SUSAN HILLS WEST AREA 1 /18/2023 STREET ASSESSMENT *ANNUAL OWNER OWNERADDRESS P.I.D. ASSMT ASSMT STREET PROP. PROPERTY PAYMENT NOTES NO. ADDRESS UNIT ASSMT LAKE SUSAN HILLS WEST AREA 500 MIHAIL MIHAYLOV 1441 HERON DR CHANHASSEN, MN 55317 1441 HERON DR 254030520 1 $4,726.01 $799.14 501 SCOTT A & STEPHANIE W FISHER 1451 HERON DR CHANHASSEN, MN 55317 1451 HERON DR 254030510 1 $4,726.01 $799.14 502 TRUST AGREEMENT OF DAVID AND DEBRA KUBIS 1461 HERON DR CHANHASSEN, MN 55317 1461 HERON DR 254030500 1 $4,726.01 $799.14 503 PATRICK E & MARGARET M WISE 1471 HERON DR CHANHASSEN, MN 55317 1471 HERON DR 254030490 1 $4,726.01 $799.14 504 DARIN T & SUZANNE M LERBS 1481 HERON DR CHANHASSEN, MN 55317 1481 HERON DR 254030480 1 $4,726.01 $799.14 505 ROY T KNAFLA 1491 HERON DR CHANHASSEN, MN 55317 1491 HERON DR 254030470 1 $4,726.01 $799.14 506 HUSS FAMILY TRUST 1501 HERON DR CHANHASSEN, MN 55317 1501 HERON DR 254030460 1 $4,726.01 $799.14 507 GREGORY SWENSON 1511 HERON DR CHANHASSEN, MN 55317 1511 HERON DR 254030450 1 $4,726.01 $799.14 508 G R BLACKMUN TRUST 1521 HERON DR CHANHASSEN, MN 55317 1521 HERON DR 254030440 1 $4,726.01 $799.14 509 JOSEPH A AMBERG 1531 HERON DR CHANHASSEN, MN 55317 1531 HERON DR 254030430 1 $4,726.01 $799.14 510 HUNG VI TANG 1541 HERON DR CHANHASSEN, MN 55317 1541 HERON DR 254030420 1 $4,726.01 $799.14 511 ANDERS C JENSEN 1550 BLUEBILL TRL CHANHASSEN, MN 55317 1550 BLUEBILL TRL 253970010 1 $4,726.01 $799.14 512 ROBERT GEORGE CHATMAS 1552 BLUEBILL TRL CHANHASSEN, MN 55317 1552 BLUEBILL TRL 253970020 1 $4,726.01 $799.14 513 DAVID A & MARY PAT MUNCH 1554 BLUEBILL TRL CHANHASSEN, MN 55317 1554 BLUEBILL TRL 253970030 1 $4,726.01 $799.14 514 SABIN GAUTAM 8520 SPOONBILL CIR CHANHASSEN, MN 55317 8520 SPOONBILL CIR 253970040 1 $4,726.01 $799.14 515 MICHAEL J & MARY EHRMANTRAUT 8510 SPOONBILL CIR CHANHASSEN, MN 55317 8510 SPOONBILL CIR 253970050 1 $4,726.01 $799.14 516 PAUL DUPRE 8521 SPOONBILL CIR CHANHASSEN, MN 55317 8521 SPOONBILL CIR 253970060 1 $4,726.01 $799.14 517 MYCHAL B BROSCH 8531 SPOONBILL CIR CHANHASSEN, MN 55317 8531 SPOONBILL CIR 253970070 1 $4,726.01 $799.14 518 COLE D & TERESE D KELLY 1556 BLUEBILL TRL CHANHASSEN, MN 55317 1556 BLUEBILL TRL 253970080 1 $4,726.01 $799.14 519 JASON CRANE 1558 BLUEBILL TRL CHANHASSEN, MN 55317 1558 BLUEBILL TRL 253970090 1 $4,726.01 $799.14 520 MINH VAN & JULIE H DOAN 1560 BLUEBILL TRL CHANHASSEN, MN 55317 1560 BLUEBILL TRL 253970100 1 $4,726.01 $799.14 521 ANDREW J & JENNIFER M ERDMANN 1562 BLUEBILL TRL CHANHASSEN, MN 55317 1562 BLUEBILL TRL 253970110 1 $4,726.01 $799.14 522 DANIEL J & TONI M GAGNON 1564 BLUEBILL TRL CHANHASSEN, MN 55317 1564 BLUEBILL TRL 253970120 1 $4,726.01 $799.14 523 JAMES SUTHERLAND 1566 BLUEBILL TRL CHANHASSEN, MN 55317 1566 BLUEBILL TRL 253970130 1 $4,726.01 $799.14 524 SHAWN & SUSAN MALEK-ZADEGAN 1568 BLUEBILL TRL CHANHASSEN, MN 55317 1568 BLUEBILL TRL 253970140 1 $4,726.01 $799.14 525 WILLIAM J & ANN M DALHOFF 1569 BLUEBILL TRL CHANHASSEN, MN 55317 1569 BLUEBILL TRL 253970190 1 $4,726.01 $799.14 526 MARY BETH HARTWIG TRUST 1565 BLUEBILL TRL CHANHASSEN, MN 55317 1565 BLUEBILL TRL 253970180 1 $4,726.01 $799.14 527 TODD R FOSSOM 1563 BLUEBILL TRL CHANHASSEN, MN 55317 1563 BLUEBILL TRL 253970170 1 $4,726.01 $799.14 528 MICHAEL NOTHOM 1561 BLUEBILL TRL CHANHASSEN, MN 55317 1561 BLUEBILL TRL 253970160 1 $4,726.01 $799.14 529 TIMOTHY J BLANCHARD 1559 BLUEBILL TRL CHANHASSEN, MN 55317 1559 BLUEBILL TRL 253970150 1 $4,726.01 $799.14 530 THOMAS A & MARY C PEREMSKY 8551 OSPREY LN CHANHASSEN, MN 55317 8551 OSPREY LN 253970250 1 $4,726.01 $799.14 531 CRAIG M MERTZ PO BOX 216 CHANHASSEN, MN 55317 PO BOX 216 253970240 1 $4,726.01 $799.14 532 PATRICIA L HARMON 8571 OSPREY LN CHANHASSEN, MN 55317 8571 OSPREY LN 253970230 1 $4,726.01 $799.14 533 ANDREW J & TAMMY A HAKANSON 8581 OSPREY LN CHANHASSEN, MN 55317 8581 OSPREY LN 253970220 1 $4,726.01 $799.14 534 BRIAN A & JANET M BOIE 1577 BLUEBILL TRL CHANHASSEN, MN 55317 1577 BLUEBILL TRL 253970210 1 $4,726.01 $799.14 535 JAMES W TYLER 1573 BLUEBILL TRL CHANHASSEN, MN 55317 1573 BLUEBILL TRL 253970200 1 $4,726.01 $799.14 536 RODNEY W & THERESE C CUMMINGS 1570 BLUEBILL TRL CHANHASSEN, MN 55317 1570 BLUEBILL TRL 253970360 1 $4,726.01 $799.14 537 MARK J & CARMEN H EDMAN 1572 BLUEBILL TRL CHANHASSEN, MN 55317 1572 BLUEBILL TRL 253970350 1 $4,726.01 $799.14 538 STEVEN A & ROSALYN MASTERSON 1574 BLUEBILL TRL CHANHASSEN, MN 55317 1574 BLUEBILL TRL 253970340 1 $4,726.01 $799.14 539 CHARLES D & MICHELLE D LEATHAM 1576 BLUEBILL TRL CHANHASSEN, MN 55317 1576 BLUEBILL TRL 253970330 1 $4,726.01 $799.14 540 NICHOLAS DANKS 1578 BLUEBILL TRL CHANHASSEN, MN 55317 1578 BLUEBILL TRL 253970320 1 $4,726.01 $799.14 541 BRIAN T MACH 8715 OSPREY LN CHANHASSEN, MN 55317 8715 OSPREY LN 257540190 1 $4,726.01 $799.14 542 PAUL A & PEGGY D BONK 8649 ALISA LN CHANHASSEN, MN 55317 8649 ALISA LN 257990180 1 $4,726.01 $799.14 543 JACQUELYNN JONES 8665 ALISA LN CHANHASSEN, MN 55317 8665 ALISA LN 257990190 1 $4,726.01 $799.14 544 THOMAS M & CARRIE CHRISTENSEN 8681 ALISA LN CHANHASSEN, MN 55317 8681 ALISA LN 257990200 1 $4,726.01 $799.14 545 JONATHAN KOEHLER 8680 ALISA LN CHANHASSEN, MN 55317 8680 ALISA LN 257990170 1 $4,726.01 $799.14 546 KRISTEN L KRONLOKKEN 8664 ALISA LN CHANHASSEN, MN 55317 8664 ALISA LN 257990160 1 $4,726.01 $799.14 547 BRIAN R HAAK 8719 OSPREY LN CHANHASSEN, MN 55317 8719 OSPREY LN 257990150 1 $4,726.01 $799.14 548 KATHERINE JOHNSON 8721 OSPREY LN CHANHASSEN, MN 55317 8721 OSPREY LN 257990140 1 $4,726.01 $799.14 549 STUART SANKOVITCH 8632 ALISA CT CHANHASSEN, MN 55317 8632 ALISA CT 257990010 1 $4,726.01 $799.14 550 DOMINICK THIBODEAU 8616 ALISA CT CHANHASSEN, MN 55317 8616 ALISA CT 257990020 1 $4,726.01 $799.14 551 RYAN TIMOTHY O'ROURKE 8600 ALISA CT CHANHASSEN, MN 55317 8600 ALISA CT 257990030 1 $4,726.01 $799.14 552 YING HUANG 8584 ALISA CT CHANHASSEN, MN 55317 8584 ALISA CT 257990040 1 $4,726.01 $799.14 553 ALEXANDER B FETSCH 8572 ALISA CT CHANHASSEN, MN 55317 8572 ALISA CT 257990050 1 $4,726.01 $799.14 554 LETITIA LAIS LINDSAY 8560 ALISA CT CHANHASSEN, MN 55317 8560 ALISA CT 257990060 1 $4,726.01 $799.14 555 PHU V TRINH 8548 ALISA CT CHANHASSEN, MN 55317 8548 ALISA CT 257990070 1 $4,726.01 $799.14 556 BRUCE & DONNA KIRKPATRICK 8551 ALISA CT CHANHASSEN, MN 55317 8551 ALISA CT 257990080 1 $4,726.01 $799.14 557 RODNEY D WILLIAMS 8559 ALISA CT CHANHASSEN, MN 55317 8559 ALISA CT 257990090 1 $4,726.01 $799.14 558 BRYAN M O'KEEFFE 8565 ALISA CT CHANHASSEN, MN 55317 8565 ALISA CT 257990100 1 $4,726.01 $799.14 559 ERIC J OVERMAN 8601 ALISA CT CHANHASSEN, MN 55317 8601 ALISA CT 257990110 1 $4,726.01 $799.14 560 JEFFREY M ASHENBRENNER 8617 ALISA CT CHANHASSEN, MN 55317 8617 ALISA CT 257990120 1 $4,726.01 $799.14 561 RICHARD FREDRICK KORECKY 1513 ENGLEWOOD DR ORCKWALL, TX 75032 8633 ALISA CT 257990130 1 $4,726.01 $799.14 562 JEFFREY R & SARAH K HILDEBRAND 8714 OSPREY LN CHANHASSEN, MN 55317 8714 OSPREY LN 257540010 1 $4,726.01 $799.14 563 ROMKEMA LIVING TRUST 8712 OSPREY LN CHANHASSEN, MN 55317 8712 OSPREY LN 257540020 1 $4,726.01 $799.14 564 PAUL A STAUT 8710 OSPREY LN CHANHASSEN, MN 55317 8710 OSPREY LN 253970310 1 $4,726.01 $799.14 565 JAMES W BENNETT 8582 OSPREY LN CHANHASSEN, MN 55317 8582 OSPREY LN 253970300 1 $4,726.01 $799.14 566 CAROLYN JOLEE FREESE 8572 OSPREY LN CHANHASSEN, MN 55317 8572 OSPREY LN 253970290 1 $4,726.01 $799.14 567 GREGORY J VALENTY 8562 OSPREY LN CHANHASSEN, MN 55317 8562 OSPREY LN 253970280 1 $4,726.01 $799.14 568 TERRY D & LINDA C DAHL 8552 OSPREY LN CHANHASSEN, MN 55317 8552 OSPREY LN 253970270 1 $4,726.01 $799.14 569 JAY A & BETH A BENSON 8532 OSPREY LN CHANHASSEN, MN 55317 8532 OSPREY LN 253970260 1 $4,726.01 $799.14 237 2023 CITY PAVEMENT REHABILITATION PROJECT PRELIMINARY ASSESSMENT ROLL - LAKE SUSAN HILLS WEST AREA 1 /18/2023 STREET ASSESSMENT *ANNUAL OWNERADDRESS P.I.D. ASSMT ASSMT STREET PROP.IN PROPERTY PAYMENT NOTES NO. ADDRESS UNIT ASSMT 570 HOA T TRAN 1551 HERON DR CHANHASSEN, MN 55317 1551 HERON DR 254030410 1 $4,726.01 $799.14 571 SCOTT SABOL 1561 HERON DR CHANHASSEN, MN 55317 1561 HERON DR 254030400 1 $4,726.01 $799.14 572 PAUL L & TONI M COLEMAN 1571 HERON DR CHANHASSEN, MN 55317 1571 HERON DR 254030390 1 $4,726.01 $799.14 573 JAMES A & DIANE W BOCK 1581 HERON DR CHANHASSEN, MN 55317 1581 HERON DR 254030380 1 $4,726.01 $799.14 574 CHRISTOPHER T ACKERMAN 1591 HERON DR CHANHASSEN, MN 55317 1591 HERON DR 254030370 1 $4,726.01 $799.14 575 DANIEL & KIM OBERMEYER 1540 HERON DR CHANHASSEN, MN 55317 1540 HERON DR 254030010 1 $4,726.01 $799.14 576 TRACI ANN PRECIADO 1530 HERON DR CHANHASSEN, MN 55317 1530 HERON DR 254030020 1 $4,726.01 $799.14 577 KEVIN E OLSON 1520 HERON DR CHANHASSEN, MN 55317 1520 HERON DR 254030030 1 $4,726.01 $799.14 578 JEFFREY A & ANN K KULLBERG B480 BITTERN CT CHANHASSEN, MN 55317 8480 BITTERN CT 254030040 1 $4,726.01 $799.14 579 LINH VAN PHAN B470 BITTERN CT CHANHASSEN, MN 55317 8470 BITTERN CT 254030050 1 $4,726.01 $799.14 580 HOME SFR BORROWER LLC 3505 KOGER BLVD STE 400 DULUTH, GA 30096 8460 BITTERN CT 254030060 1 $4,726.01 $799.14 581 VACLAV & MARIA MACEK B450 BITTERN CT CHANHASSEN, MN 55317 8450 BITTERN CT 254030070 1 $4,726.01 $799.14 582 ROBIN L WHITE B451 BITTERN CT CHANHASSEN, MN 55317 8451 BITTERN CT 254030080 1 $4,726.01 $799.14 583 NATALIE M EIDEN TRUST AGREEMENT 8461 BITTERN CT CHANHASSEN, MN 55317 8461 BITTERN CT 254030090 1 $4,726.01 $799.14 584 WAYZATA BAY CAPITAL LLC 4917 VINE HILL RD EXCELSIOR, MN 55331 8471 BITTERN CT 254030100 1 $4,726.01 $799.14 585 ADAM VOGELSBERG B481 BITTERN CT CHANHASSEN, MN 55317 8481 BITTERN CT 254030110 1 $4,726.01 $799.14 586 MITCHELL & KARIN NEWHOUSE B491 BITTERN CT CHANHASSEN, MN 55317 8491 BITTERN CT 254030120 1 $4,726.01 $799.14 587 JOHNATHAN W & CONNIE A HERRING 1500 HERON DR CHANHASSEN, MN 55317 1500 HERON DR 254030130 1 $4,726.01 $799.14 588 JOHN M & DEBRA D PLADSEN 1490 HERON DR CHANHASSEN, MN 55317 1490 HERON DR 254030140 1 $4,726.01 $799.14 589 AARON SHOUTZ B490 SWAN CT CHANHASSEN, MN 55317 8490 SWAN CT 254030150 1 $4,726.01 $799.14 590 GREGORY DEAN DOEDEN B480 SWAN CT CHANHASSEN, MN 55317 8480 SWAN CT 254030160 1 $4,726.01 $799.14 591 RYAN M MOORE B470 SWAN CT CHANHASSEN, MN 55317 8470 SWAN CT 254030170 1 $4,726.01 $799.14 592 RODERICK D ANNIS B460 SWAN CT CHANHASSEN, MN 55317 8460 SWAN CT 254030180 1 $4,726.01 $799.14 593 PAUL KENDLE B461 SWAN CT CHANHASSEN, MN 55317 8461 SWAN CT 254030190 1 $4,726.01 $799.14 594 SARA BRANDENBURG HUTSON B471 SWAN CT CHANHASSEN, MN 55317 8471 SWAN CT 254030200 1 $4,726.01 $799.14 595 BRUCE R & DEBORAH B SMITH B481 SWAN CT CHANHASSEN, MN 55317 8481 SWAN CT 254030210 1 $4,726.01 $799.14 596 DANIEL P & NORA L FLAHERTY 1470 HERON DR CHANHASSEN, MN 55317 1470 HERON DR 254030220 1 $4,726.01 $799.14 597 CHRISTOPHER JOHN OAKLEY 1460 HERON DR CHANHASSEN, MN 55317 1460 HERON DR 254030230 1 $4,726.01 $799.14 598 CHAD A SIMONSON 1450 HERON DR CHANHASSEN, MN 55317 1450 HERON DR 254030240 1 $4,726.01 $799.14 599 CHRISTOPHER C KNUDTSON 1440 HERON DR CHANHASSEN, MN 55317 1440 HERON DR 1 254030250 1 1 1 $4,726.01 1 $799.14 600 MARK GERALD FELTON 1430 HERON DR CHANHASSEN, MN 55317 1430 HERON DR 254030260 1 $4,726.01 $799.14 601 TANYA M BROWN 1420 HERON DR CHANHASSEN, MN 55317 1420 HERON DR 254030270 1 $4,726.01 $799.14 Assessment Basis Unit 102.00 $482,052.71 Notes: *Based on Interest Rate 2 % Above Bonding Cost (= 5.25% + 2.0% = 7.25%) and Tenn Equal to Bond Term (= 8 Years). W-1 2023 Pavement Rehabilitation Project City of Chanhassen Figure 5: Mission Hills Area Improvements BOLTON January 2023(D&MENK _ v • �! w pi y\, +..� y C�tC ,�. 0 120 240 1 A`� LAKE SUSAN ^ / SCALE FEET z. I 716 717 �A 718 719 v GREAT PLAINS BLVD HIGHWAY 101 71s \ miss1ON HILLS CIRCLE 720 ° O 714 .. * v 712 \ 711 721 \ , 713 MAIN STREET 722 �..1.. � � � 707 �• 709 723 J 701 702 703 Z Q 700 b 704 0724.. .� a LEGEND MISSION HILLS LANE g 725 (� ASSESSMENT AREA EMT _ \ _ r 726 XXX PROPERTY NUMBER -- *, Q/ DLn 734 733 732 731 730 729 72g 0 PROPOSED REHABILITATION AREA ` t OURS s i, s �} r - C y RESERVE p 4' a REFLECTIONS ROAD _ 239 2023 CITY PAVEMENT REHABILITATION PROJECT PRELIMINARY ASSESSMENT ROLL - MISSION HILLS AREA 1 /18/2023 STREET ASSESSMENT *ANNUAL OWNERADDRESS P.I.D. ASSMT ASSMT STREET PROP. PROPERTY PAYMENT NOTES NO. ADDRESS UNIT ASSMT MISSION HILLS AREA 700 BRIAN M & DAWN M RODELL RILEY 8580 MISSION HILLS LN CHANHASSEN, MN 55317 8580 MISSION HILLS LN 255300270 1 $4,591.66 $776.42 701 RONALD S & BARBRA T EWING 8570 MISSION HILLS LN CHANHASSEN, MN 55317 8570 MISSION HILLS LN 255300280 1 $4,591.66 $776.42 702 GEORGE J CARLYLE 8560 MISSION HILLS LN CHANHASSEN, MN 55317 8560 MISSION HILLS LN 255300290 1 $4,591.66 $776.42 703 RYAN SCHWICKERT 8550 MISSION HILLS LN CHANHASSEN, MN 55317 8550 MISSION HILLS LN 255300300 1 $4,591.66 $776.42 704 MARK A HEINERT 451 MISSION HILLS CT CHANHASSEN, MN 55317 451 MISSION HILLS CT 255300310 1 $4,591.66 $776.42 705 JEFFREY G & LEA J NORDOS 461 MISSION HILLS CT CHANHASSEN, MN 55317 461 MISSION HILLS CT 255300320 1 $4,591.66 $776.42 706 JOHN G & MARIGO N GEROGEORGE 470 MISSION HILLS CT CHANHASSEN, MN 55317 470 MISSION HILLS CT 255300330 1 $4,591.66 $776.42 707 ROBERT A & LISA K GAUVIN 460 MISSION HILLS CT CHANHASSEN, MN 55317 460 MISSION HILLS CT 255300340 1 $4,591.66 $776.42 708 SIMON LEE 450 MISSION HILLS CT CHANHASSEN, MN 55317 450 MISSION HILLS CT 255300350 1 $4,591.66 $776.42 709 MATTHEW R GREGERSON 8464 MISSION HILLS LN CHANHASSEN, MN 55317 B464 MISSION HILLS LN 254470190 1 $4,591.66 $776.42 710 JEFFREY M ANDERSON 8444 MISSION HILLS LN CHANHASSEN, MN 55317 B444 MISSION HILLS LN 254470180 1 $4,591.66 $776.42 711 ERIC LINDGREN 8451 MISSION HILLS CIR CHANHASSEN, MN 55317 8451 MISSION HILLS CIR 254470170 1 $4,591.66 $776.42 712 STEVEN M & JEANINE C CASEY 8471 MISSION HILLS CIR CHANHASSEN, MN 55317 8471 MISSION HILLS CIR 254470160 1 $4,591.66 $776.42 713 DALE E & RHONDA R TIREVOLD 8481 MISSION HILLS CIR CHANHASSEN, MN 55317 8481 MISSION HILLS CIR 254470150 1 $4,591.66 $776.42 714 CLINT R & JENNIFER J HURT 8491 MISSION HILLS CIR CHANHASSEN, MN 55317 8491 MISSION HILLS CIR 254470140 1 $4,591.66 $776.42 717 LORI K WENDT 8470 MISSION HILLS CIR CHANHASSEN, MN 55317 8470 MISSION HILLS CIR 254470110 1 $4,591.66 $776.42 715 RANDY V ROSETH 8490 MISSION HILLS CIR CHANHASSEN, MN 55317 8490 MISSION HILLS CIR 254470130 1 $4,591.66 $776.42 716 SANDRA K & GERALD R ERICKSON 8480 MISSION HILLS CIR CHANHASSEN, MN 55317 8480 MISSION HILLS CIR 254470120 1 $4,591.66 $776.42 718 MICHAEL P HINES 8460 MISSION HILLS CIR CHANHASSEN, MN 55317 8460 MISSION HILLS CIR 254470100 1 $4,591.66 $776.42 719 MATTHEW MARTIN 8450 MISSION HILLS CIR CHANHASSEN, MN 55317 8450 MISSION HILLS CIR 254470090 1 $4,591.66 $776.42 720 MICHAEL J & JENNIFER J HIDDING 8415 MISSION HILLS LN CHANHASSEN, MN 55317 B415 MISSION HILLS LN 254470010 1 $4,591.66 $776.42 721 TRAVIS EARL CHASE 8425 MISSION HILLS LN CHANHASSEN, MN 55317 B425 MISSION HILLS LN 254470020 1 $4,591.66 $776.42 722 RENEE M CRISTOFONO 8435 MISSION HILLS LN CHANHASSEN, MN 55317 B435 MISSION HILLS LN 254470030 1 $4,591.66 $776.42 723 MEGAN M BRANDT 8445 MISSION HILLS LN CHANHASSEN, MN 55317 B445 MISSION HILLS LN 254470040 1 $4,591.66 $776.42 724 SCOTT A & MICHELLE M TORSORG 8455 MISSION HILLS LN CHANHASSEN, MN 55317 B455 MISSION HILLS LN 254470050 1 $4,591.66 $776.42 725 NEIL P COLLINS 8465 MISSION HILLS LN CHANHASSEN, MN 55317 B465 MISSION HILLS LN 254470060 1 $4,591.66 $776.42 726 JEFFREY J & ANGELA L MARONE 8475 MISSION HILLS LN CHANHASSEN, MN 55317 B475 MISSION HILLS LN 254470070 1 $4,591.66 $776.42 727 HOPE FAMILY TRUST NO 2016 8485 MISSION HILLS LN CHANHASSEN, MN 55317 B485 MISSION HILLS LN 254470080 1 $4,591.66 $776.42 728 TRUST AGREEMENT OF PATRICIA J FERGUSON 8495 MISSION HILLS LN CHANHASSEN, MN 55317 8495 MISSION HILLS LN 255300260 1 $4,591.66 $776.42 729 LYNN COLLURA IMPELLUSO 8511 MISSION HILLS LN CHANHASSEN, MN 55317 8511 MISSION HILLS LN 255300250 1 $4,591.66 $776.42 730 TY MCDEVITT 8525 MISSION HILLS LN CHANHASSEN, MN 55317 8525 MISSION HILLS LN 255300240 1 $4,591.66 $776.42' 731 KRISTINA L HOLTZLEICER 8541 MISSION HILLS LN CHANHASSEN, MN 55317 8541 MISSION HILLS LN 255300230 1 $4,591.66 $776.42' 732 THOMAS B GUNSTAD 8561 MISSION HILLS LN CHANHASSEN, MN 55317 8561 MISSION HILLS LN 255300220 1 $4,591.66 $776.42 733 ROBERT M & TAMMY L SCHAEFER 8571 MISSION HILLS LN CHANHASSEN, MN 55317 8571 MISSION HILLS LN 255300210 1 $4,591.66 $776.42 734 DANE J SWENSON 8581 MISSION HILLS LN CHANHASSEN, MN 55317 8581 MISSION HILLS LN 255300200 1 $4,591.66 $776.42 Assessment Basis Unit 35.00 $160,708.22 Notes: `Based on Interest Rate 2 % Above Bonding Cost (= 5.25 % + 2.0 % = 7.25%) and Term Equal to Bond Term (= 8 Years). 240 2023 Pavement Rehabilitation Project City of Chanhassen Figure 6: Bramble Area Improvements BOLTON January 2023(D&MENK • ,, • •. � 0 120 240 F«` t 777 HORZ. SCALE FEET 1 L may. \ 801 802 803 ' DELPHINIUM LANE > LEGEND W m 804 �. J W ® ASSESSMENT AREA > 80o z 805 \ r w xxx PROPERTY NUMBER - m * / LJ p W PROPOSED REHABILITATION AREAuJ 808 806 ry { C,r(C • 807 p j> Z n TH 101 GREAT PLAINS BLVD n D - i Q - i J �!v Z i 2023 CITY PAVEMENT REHABILITATION PROJECT PRELIMINARY ASSESSMENT ROLL - BRAMBLE AREA 1 /18/2023 STREET ASSESSMENT *ANNUAL OWNERADDRESS P.I.D. ASSMT ASSMT STREET PROP. I PROPERTY PAYMENT NOTES NO. d ADDRESS UNIT ASSMT BRAMBLEAREA 800 NICOLA S SMITH 725 BRAMBLE DR CHASKA, MN 55318 725 BRAMBLE DR, CHASKA 253050090 1 $8,410.29 $1,422.13 801 GERALD R JR & SHELLY D COOK 9920 DELPHINIUM LN CHASKA, MN 55318 9920 DELPHINIUM LN, CHASKA 253050080 1 $8,410.29 $1,422.13 802 JAXON D & ALLISON L LANG 9870 DELPHINIUM LN CHASKA, MN 55318 9870 DELPHINIUM LN, CHASKA 253050070 1 $8,410.29 $1,422.13 803 CONRAD L KERBER 9850 DELPHINIUM LN CHASKA, MN 55318 9850 DELPHINIUM LN, CHASKA 253050060 1 $8,410.29 $1,422.13 804 ERIK OLSON & LISA OLSON 9855 DELPHINIUM LN CHASKA, MN 55318 9855 DELPHINIUM LN, CHASKA 253050050 1 $8,410.29 $1,422.13 805 SEETHARAMAN SWAMINATHAN 9875 DELPHINIUM LN CHASKA, MN 55318 9875 DELPHINIUM LN, CHASKA 253050040 1 $8,410.29 $1,422.13 806 KYLE McCABE 9860 RASPBERRY HILL CHASKA, MN 55318 9860 RASPBERRY HILL, CHASKA 253050030 1 $8,410.29 $1,422.13 807 HALLA FAMILY LP 6601 MOHAWK TRL EDINA, MN 55439 9865 RASPBERRY HILL, CHASKA 2530500,20 1 $8,410.29 $1,422.13 808 NANCY J ROSSBERG REV TRUST 9885 RASPBERRY HILL CHASKA, MN 5531E 9885 RASPBERRY HILL, CH ASKP 253050010 1 $8,410.29 $1,422.13 Assessment Basis Unit 9.00 $76,692.69 Notes: 'Based on Interest Rate 2 % Above Bonding Cost (= 5.25 % + 2.0 % = 7.25%) and Tenn Equal to Bond Term (= 8 Years). 242 2023 Pavement Rehabilitation Project City of Chanhassen I'm t e �• Figure 7: Ches Mar Drive Area Improvements BOLTON January 2023 & MEN K ! r V. < Y LEGEND ASSESSMENT AREA lip XXX PROPERTY NUMBER ' t = < PROPOSED REHABILITATION AREA Volvo o I zno HORZ. -' SCALE FEET Ej e4UJ ` a -_ T� ti Q cc 2023 CITY PAVEMENT REHABILITATION PROJECT PRELIMINARY ASSESSMENT ROLL - CHES MAR DRIVE AREA 1 /18/2023 PROP. I OWNER ADDRESS PROPERTY P.I.D. STREET ASSESSMENT *ANNUAL ASMT PAYMENT NOTES ASSMT STREET IN M ADDRESS UNIT ASSMT CHES MAR DRIVE AREA 900 CARVER COUNTY ATTN: ADMINISTRATION 6024TH ST E CHASKA, MN 55318 250091000 1 $8,619.96 $1,457.58 901 ERIC S CARLSON 7100 CHES MAR DR EXCELSIOR, MN 55331 7100 CHES MAR DR, EXCELSIOR 250091100 1 $8,619.96 $1,457.58 902 WILLIAM & BARBARA JOHNSON REV TRUST 7060 CHES MAR DR EXCELSIOR, MN 55331 7060 CHES MAR DR, EXCELSIOR 250091300 1 $8,619.96 $1,457.58 903 PLAZA HOLDINGS LLC 7100 NORTHLAND CIR STE 410 BROOKLYN PARK, MN 55428 7010 CHES MAR DR, EXCELSIOR 250091200 1 $8,619.96 $1,457.58 904 CARVER COUNTY ATTN: ADMINISTRATION 602 4TH ST E CHASKA, MN 55318 250091000 1 $8,619.96 $1,457.58 Assessment Basis Unit 5.00 $43,099.78 Notes: *Based on Interest Rate 2 % Above Bonding Cost (= 5.25 % + 2.0 % = 7.25%) and Term Equal to Bond Term (= 8 Years). 244 VI. PROJECT SCHEDULE / NEXT STEPS The City should be aware of the following steps and requirements necessary to meet the requirements of MN Statute 429 that allows for a portion of the project costs to be assessed: ➢ City Council to accept the Feasibility Study and call for an Improvement Hearing. ➢ City Council to conduct an Improvement Hearing ➢ City Council to order the improvements (by 4/5ths vote) within 6 months of the Improvement Hearing. ➢ City Engineer to design, advertise and open bids. ➢ City Council to call for an Assessment Hearing. ➢ City Council to conduct an Assessment Hearing. Final assessment roll must be formally adopted. ➢ City Council to award the project. The construction contract must be signed within 12 months of ordering the improvements. ➢ Construction to occur (months of May to November). ➢ City staff to certify final assessment roll with the County by November 30'. The following project schedule shows the necessary steps along with a tentative date to complete. January 2023 Present Study to the City Council February 2023 Conduct Public Hearing, Order Improvements February 2023 Complete Final Design and Plan Reviews/Approvals March 2023 Advertise and Bid Project April 2023 Neighborhood Meeting May 2023 Conduct Assessment Hearing May 2023 Award Project, Construction Contracts June - October 2023 Construct Project November 2023 Project Closeout Prepared by: Bolton & Menk, Inc. PROJECT SCHEDULE / NEXT STEPS 2023 City Pavement Rehabilitation Project OC1.128670 / C.P. 23-01 Page 23 245 Appendix A: Figures 246 2023 Pavement Rehabilitation Project City of Chanhassen Figure 1: Curry Farms/Mulberry Area Improvements BOLTON January 2023(D&MENK I � `��P ��CIA � , , j � `" � � . ' / •KI1f06 HILL -CANE QO Y qV o izo zao t J i �13 ,, T `��-�� '��J' ,\ _ HORZ. INSTALL PIED RAMP. SCALe 111T 2. 639 6411 l 6600 � ' 3 mop6381 1 � f 6401 � � �• L-P1.5 C� •w+=_ - CLEANPOND�••, s� 81 _ - Y - CLEAN/JET PIPE -. � --� � '� - �'� - •� �� 639 5606 1 ! 1341. � Cl 1340 - 63 1 6380 21 0� 13 .S+ 1 � � p �-� k. - 63_0 EXPAND LIFT STATI6670 138 - ON (1----- -i r [ - !. 1360 135- ONINSTALL STA SUMP MH. CCRETE PAD6601 1331 _L330 y�i 6690 / �- 6637 6619 6601 _ CURRY FARMS _ .r 63 1321 "t i 1321 I a _ 6700 0 ( 1320 REPAIR/REPLACE PARK - _ s, Z _ 2 134d�• � i = Q, 6655 -�, , FAILED PIPE k 3 3 �r �.� 13 - 667 �� REMOVE TREES I1Otz �.�, 5 �.. OUTLET STRUCTURE Z 1321 -+ STALL NEW3 0 J - INSTALL PED RAMP. �� e < AND UPSIZE PIPE. _ MC-P4.3 -J-. O 6714 1 Q' FROM OUTLET. QI ii� 634 �' " } 672F,. Q.. _ �I 1310 FJ• 13 63 v,T� . -- 1341h Q� 6691 - 1.311 6339r 63 03301311�.�6701 I �-- -- -. ' r 1331.,A 1 130101 3'• �� - .� _ - - - 0 6560 '6�0 ! I LOCATE STRUCTURE - s CONNECTTRAIL 2 O3 O3 &ADJUST CASTING. -- �.,. 1 �. 6540 6337 2 1321 � � � ; �7 �, 2 "��' I TO PARKING LOT. _ y � 4 2 i "��RRt 6410 1291 ' CL-P1.8 CONNECT DRAINTILE TO CB 1699 _O 2 A • . 6735 2 ��3�� 6724 I - / __ & CB 1790. INSTALL � 1 - / \� �1 - - �...__ 30O/ �- INSTALL STA SUMP MH W/ BAFFLE. CONNECTION FOR 6420, 6430, — - - \� 4 3 • O .L280 - 6440, 6450, 6460 BRETTON WAY. � J REMOVE TREES i CHR M AKE3-2-1 221 I 6s•1 65310 G ,�� VIA� REMOVE TREES - 6420 /`i� 652f_� 6 ' FROM OUTLET. �� 6730\ \� 1 Q3 FROM OUTLET. / >397 625 671 - INSTALL RIPRAP 1 � • - � 4 � b30!i 1 Q , 3�0 64"l� 1460 6450 _ b4.,0 �Z —� O O cG 6510 6480 z z�_ 6 �{� INSTA L STA SUMP MH W/ BAFFLE. 6703 02 6511 Q 1 � �� i �� - INSTALL STA SUMP MH. 3� • J'. 6666 fi61G 650 moo, 6500 6490 B ( -.J Q d 6696 3 / �\ 660i6 Lu. 6600 6471 R 6699-i� Qy 'p �.._. 6636 ® 5C •v. 0 Q '461. /V `� 2� 6481 q U 1 28 _ 6665 f 1 0 20 d G "� 0 6451 6441 r c Q ��-----I-- _I- _� �0 2 ,6491 INSTALL STASUVIP MHW/BAFFLE. 66 �) 6683 Q — �3 3 '6'1 6490 6431�- 6693 6687 � 6645', - .6635 6605iJ' � QR�.IIV1Ci O � � .. _- _ —.\ REMOVE TREES FROM OUTLET. 6601 6.61 52 500 0 6480 _ ICL-P1.12] ®� -- 6421 3 LEGEND y O REPAIR REPLAC'r J / O ' REMOVE TREES Sj a 0 PROPOSED FULL DEPTH RECLAMATION SANITARY SEWER PIPE REPLACEMENT APRON AND 5 ' C / 0 FROM OUTLET. Qw� ou y. / E i 6470 INSTALL RIPRAP Q ' 15 FAILED PIPE. .0 >w 64 / 0 PROPOSED FULL DEPTH RECONSTRUCTION STORM SEWER REPLACEMENT F _ �'r _J' 651 0 0 �O _ 6 0 INSTALL STA SUMP MH W/ BAFFLE. CDS CENTER ISLAND UNDER REVIEW STORM SEWER (PROPOSED) `'ri - 441 6461 Q SALVAGE FRAME, ADJUST FRAME, INSTALL LID CURED IN PLACE PIPE LINING (CIPP) = O SALVAGE VALVE BOX, REBOLT GV DRAINTILE - - �45 `! .��__l� /� •� / L� *STORM SEWER REPAIRS FOR THIS SHEET ARE BASED OFF = O3 ADJUST CASTING CURB REPLACEMENT J # ._ o V �� 4 t OF FIELD INSPECTIONS COMPLETED IN THE VICINITY. -_ - - - - __ �-'_ �Y �� _ x � PERCENTAGE BASED REPAIRS FOR THIS SHEET= ® STORM STRUCTURE MAINTENANCE TRAIL REPLACEMENT/REHABILITATION - _ ti } TOTAL STORM STRUCTURES ADJACENTTOROADWAY -53 n ■ O • REPLACE STORM STRUCTURE SIDEWALK REPLACEMENT POWERS B V , � REPLACE ADJUSTING RINGS -43 RECONSTRUCT SANITARY MANHOLE • ' ' SIDEWALK EVALUATION - _ D -- - — — - -- - - - STORM STRUCTURE MAINTENANCE - 12 Q SANITARY SEWER POINT REPAIR CONSTRUCT SIDEWALK THRU DRIVEWAY 1 ` REPLACE STORM STRUCTURE - 13 J CONSTRUCTION ACCESS ROUTE SIDEWALK DIAMOND GRIND r-r-y QOP aP r %1 I � > EXISTING SANITARY SEWER 3 v�� I EXISTING WATERMAIN - - 247 EXISTING STORM SEWER / 2023 Pavement Rehabilitation Project City of Chanhassen 1 CU a , • 2 � 2 YOSEMITE AVE i W BLUE JAY CIRCLE z _ :.. z H UJ W _ W i N - -. c z DEER RIDGE M AUDUBON CIRCLE v SALVAGE & REINSTALL MC-P4.2A <I_ FES & INSTALL TIE ROD. 1551 L1Y'6� i197� 1541 —. @ EIC RUJ TRILL 5 O � ® z i 22 �.. �• ��- I�". - REMOVE 53 VEGETATION 1 60 FROM RAVINE. 40 - SEMITE AV - ss /_J INSTALL STA SUMP MH. Z MINNEHAHA 3-1 •.0 1 1 MD,�- `� SHADOW LANE - o � i 4 . a� 1 . V KNOB HILL LANE Figure 2: Creek Run Trail Area Improvements BOLTON January 2023(D&MENK 0 120 240 HORZ, SCALE FEET INSET A - STANDARD CUL DE SAC 1530 LEGEND 0 PROPOSED FULL DEPTH RECLAMATION SANITARY SEWER PIPE REPLACEMENT 0 PROPOSED FULL DEPTH RECONSTRUCTION STORM SEWER REPLACEMENT COS CENTER ISLAND UNDER REVIEW STORM SEWER (PROPOSED) Ql SALVAGE FRAME, ADJUST FRAME, INSTALL LID CURED IN PLACE PIPE LINING (CIPP) O2 SALVAGE VALVE BOX, REBOLT GV DRAINTILE 3O ADJUST CASTING CURB REPLACEMENT ® STORM STRUCTURE MAINTENANCE TRAIL REPLACEMENT/REHABILITATION REPLACE STORM STRUCTURE SIDEWALK REPLACEMENT RECONSTRUCT SANITARY MANHOLE • • • • SIDEWALK EVALUATION OX SANITARY SEWER POINT REPAIR CONSTRUCT SIDEWALK THRU DRIVEWAY CONSTRUCTION ACCESS ROUTE SIDEWALK DIAMOND GRIND EXISTING SANITARY SEWER EXISTING WATERMAIN EXISTING STORM SEWER 248 2023 Pavement Rehabilitation Project City of Chanhassen Figure 3: Saddlebrook Area Improvements BOLTON January 2023(D&MENK LEGEND 0 PROPOSED FULL DEPTH RECLAMATION SANITARY SEWER PIPE REPLACEMENT 0 PROPOSED FULL DEPTH RECONSTRUCTION STORM SEWER REPLACEMENT CDS CENTER ISLAND UNDER REVIEW STORM SEWER (PROPOSED) OO SALVAGE FRAME, ADJUST FRAME, INSTALL LID CURED IN PLACE PIPE LINING (CIPP) 2O SALVAGE VALVE BOX, REBOLT GV DRAINTILE 3O ADJUST CASTING CURB REPLACEMENT ® STORM STRUCTURE MAINTENANCE TRAIL REPLACEMENT/REHABILITATION - , 0 120 240 HORT SCALE FEET 4.- 1079 71 ® : se - -- — BO 66G ■ A REPLACE STORM STRUCTURE SIDEWALK REPLACEMENTL404 JD' RECONSTRUCT SANITARY MANHOLE • • • • SIDEWALK EVALUATION , x ` � "r 1650 v �X SANITARY SEWER POINT REPAIR CONSTRUCT SIDEWALK THRU DRIVEWAY _ ` 1031 u CONSTRUCTION ACCESS ROUTE SIDEWALK DIAMOND GRIND Ol ys" 0 10 s Z -m EXISTING SANITARY SEWER S�� +' �' " F— O EXISTING WATERMAIN �\ _ 1 s, 101 INSTALLSTA `, - EXISTING STORM SEWER + REPLACED RAMP. 10 LL-P10.4 x z v O "s N �J �J3 lJ77 2�7�$`�' ;726 725 99. 99 73--1 REPLACE PED RAMP. 97 .I ♦` . w . _, — 750 49 4 : _ <7 1 �� , � � � � s . d 1 I 74 98 2 2, —w - �J 61r 2 ��—> 73 � —�,. i s s. -. s' ,�... j 73 F, i s 0_� 3 �30 �97 • I I • " I _ i5 _ 4 _ 1 97 Q �"� 2 �b3 `� REPLACE PED RAMP. -- 1 3 INSTALL STA SUMP MH W BAFFLE 41 I INSTALL VALVE. v— 4 $�1 �2 9 t v 96 r 4 •n.. �!J�; REPLACE PED RAMP. iG 9 CLEAN CONCRETE73 , * DEBRIS FROM INVERT. �' REPLACE PED RAMP. %'i + CONNECT TO 'Y� s 98_ 1 5 2 `s 971 3 ' �� TREESET l 9209 LS-P 5 - — © 9 REPLACE PED RAMP. �' ��K s� 2 0 OUTLET. y a �_ REPLACE PED RAMP. \ S INSTALL PED RAMP. i 7551 3 : . l 94is U j �\ � 754 `� 2 93 � Q �� 93 �.. INSTALL STA SUMP MH. 3 91 �9� INSTALL OUTLET STRUCTURE- �• Cu►►►�� 30 1 93 1 \ 90 REPLACE PED RAMP. 91� 3 WITH SUBMERGED PIPE. 3 < 7 0 9 I I s 7570 • 0 � ♦is, 910 762 9 1 i 2 � :J �-• ' REPAIR/REGROUT MANHOLE z - "�7580 1 INSTALLSTASUMPMH. gl�- s 61 : 76 INSTALL PED RAMP. LS-P 4 759 REPLACE PED RAMP. 8 z � 9 0 s - - REPLACE PED RAMP. 2O. 890 1 �73 32 91b 1�'�gO 901� r S 90 �� 76 s, .L� � r 73 - z � 728 1 Y REPLACE PED RAMP. s _- 86 86 ��ilf A i j 132 �, REMOVE - Q ` Y 31 473011 RETAINING WALL $ 2 & REGRADE SLOPE 85 ✓1 INSTALL STA SUMP MH.EEFP O, LJ $ v T' KERBER BLVD z � q I � � J Lw Z O 2023 Pavement Rehabilitation Project City of Chanhassen Figure 4: Lake Susan Hills West Area Improvements BOLTON January 2023(D&MENK , Ewa OAF 40,48 �'. 1. •� "Y �� 0 120 zao �* �' — "•� •i �� G SCALE FEET v � � Vp I_r • dk 872° RAMP. = Ql `�'' - _ \ ) *STORM SEWER REPAIRS FOR THIS SHEET ARE BASED OFF REPLACE PED - _ �w-,< OF FIELD INSPECTIONS COMPLETED IN THE VICINITY. 2 86gQ 8664 PERCENTAGE BASED REPAIRS FOR THIS SHEET- - (� LISA NE�7 x 'I �63 8616 60 [ 85 9 �� - s �BQNROq S \ J 8881 20 — 03 zQ �� IS U T �ss7 D TOTAL STORM STRUCTURES ADJACENT TO ROADWAY - 39 _ — i y ADD BARRICADES AND R -- �'�� - 'C FUTURE ROAD SIGN. I--,'s_��> > > .� 856�,' 7.59 STORM STRUCTURE MAINTENANCE 16 REPLACE ADJUSTING RINGS - 27 �I _ _ 665 `0 REPLACE STORM STRUCTURE - 6 v }i REPLACE PED RAMP.3 Q� 581 \ \ A b� 1 2 Y 1 w �}• �D ,a 85657 r 1 ti �$+� �'F. u _ •; - ,Jyr .O1 s�\ 0 57 5 1 L-.. REPLACE PED RAMP. y ''°•T.,t.... --- �_ r .� REPLACE PED RAMP. OO - �_,- 15 0 ---- - ' �559 • 0 / # .___J� 8481�1 $ 46q 54 871 8714 850 ® Y 1520 J 4 / ✓ 871 '3)1 / 3 8 177 15 I� 451 REPLACE GV48461 STONEFIELD LANE INSTALL STA SUMP MH. .II 87� - 85 � � � 2 � � REPLACE PED RAMP. �7 5 � 562 8552 � 1 �/ _ \ I •. - _ .� �� _ ,� 858 - - - - �.." 1578� 2 3 s 2 _ y 150 BC-P4.SC n_ REPLACE PED RAMP. ��- • u - REPLACE �✓ VJ l_s 1541� �� v INSTALL STA SUMP MH W/ BAFFLE. EY ANE, �_ 2� �� m �57 _ 1931� � �' 8571 �8561' 8 2 J�U1550, REPLACE LF �490 J . r 4 w 8581 �. �_ s� PED 1- �. �.VT 1 RAMP. 1521 � �� O L O REPLACE P552 _ a - �57 PIED RAMP. �I x G \ �49d 57 O REPLACE PED RAMP. - I 3 4 �� 1 - 4 ® 1511 E �3 S� V 2 �� y , 5 _ 157, _ o 9 �0 857t1--� 9�V 1846 �•�'� BC-P4.116 BC-P4.11A �� 565 �56 1561 rl§Ts91'� 2 - -' CAR 1�181 •� i (41^_' s ILL �� F1s61 s LEGEND 1s m Om ; . i soAll m BC-P4.lOC _I ' _I _ — 3 2 -,8 14 _ _ a a o _ - 11 1 r PROPOSED FULL DEPTH RECLAMATION SANITARY SEWER PIPE REPLACEMENT 564 3 56� 15 155 g5a 14s1 L 14Go O= Oi PROPOSED FULL DEPTH RECONSTRUCTION STORM SEWER REPLACEMENT 156E v 155G _ 8481 847E A' ' _ REPLACE PED RAMP. \ ' - CDS CENTER ISLAND UNDER REVIEW STORM SEWER (PROPOSED) :L. f_ 531 i3 _ - 4 3 V y 1 J ,' 4 3,1 INSTALL PED RAMP. x 1 SALVAGE FRAME, ADJUST FRAME, INSTALL LID CURED IN PLACE PIPE LINING CIPP �• 14 1 i_ �r ( ) INSTALL STA --^mi y -0 INSTALL PED RAMP. v SUMP MH. = O ADJUST CASTING CURB REPLACEMENT � � 2 SALVAGE VALVE BOX, REBOLT GV DRAINTILE C-P4.1�6 @ 1 J 144Ip x ,— �� ci � �, _ 1461 --- - -- ® STORM STRUCTURE MAINTENANCE TRAIL REPLACEMENT/REHABILITATION n ■ ♦ REPLACE STORM STRUCTURE SIDEWALK REPLACEMENT z RECONSTRUCT SANITARY MANHOLE r r r • SIDEWALK EVALUATION Q SANITARY SEWER POINT REPAIR CONSTRUCT SIDEWALK THRU DRIVEWAY D CONSTRUCTION ACCESS ROUTE SIDEWALK DIAMOND GRIND %1 > EXISTING SANITARY SEWER EXISTING WATERMAIN a EXISTING STORM SEWER _ R ` = . 1L43b REPLACE PED RAMP. 14S1' i �; 70 i44z, v _ 1420 r-OVR v �pi�— FLAMINGO DRIVE , m s - _ O =rl I G 250 2023 Pavement Rehabilitation Project City of Chanhassen Figure 5: Mission Hills Area Improvements BOLTON January 2023(D&MENK X 0 120 240 SCALE FEET '- 1 4 1-Nd 1 I p REMOVE TREES FROM OUTLET. A �� _11 EOTUW FLE. ., •-- O INSTALL STA SUMP MH W/ BAF' 846�\\\ -UW HIGHWAY rat 8484 4 8�458490 2 ) .� _ _ ; 8492. 1' -° f,3Cl.E 0 ►► Q . 8481� �I 8451 30 42 _ 4 •• ►vdSS1 847 MAIN STREET I — — �Ili 470 8444 8435- �X Q a �� z � I r y � 1�M a REFLECTIONS -ROAD f � a � r z 1 �� t-'• i l a - � �0 \ 8464 � �445 INSTALL PED RAMP. { -' 8570 856 f 5 8455 8580 - Co 1 (Z 3 - IVelS510 z �� - - --- - 5 _ ��' 00 450 100 8465 1 x ---- — s 1 L �4 � �� LEGEND 3 1 w 857i 856 8854' 8525 �_„ 4 8475 0 PROPOSED FULL DEPTH RECLAMATION SANITARY SEWER PIPE REPLACEMENT REPLACE PED RAMP. _i 8581 `r 8511 849 F PROPOSED FULL DEPTH RECONSTRUCTION STORM SEWER REPLACEMENT = 8485 - I 1 COS CENTER ISLAND UNDER REVIEW - STORM SEWER (PROPOSED) H �a� L_ LL—� - L— -- �I SALVAGE FRAME, ADJUST FRAME, INSTALL LID CURED IN PLACE PIPE LINING (CIPP) SALVAGE VALVE BOX, REBOLT GV DRAINTILE ADJUST CASTING CURB REPLACEMENT i ® STORM STRUCTURE MAINTENANCE TRAIL REPLACEMENT/REHABILITATION - ';�� -�- / � r ■ 6 A REPLACE STORM STRUCTURE SIDEWALK REPLACEMENT �\GJP OF*STFOIE RM DIEWER REPAIRS EETARE BASED OFF N PECTIONS COMP ETED IN THE VICINITY. RECONSTRUCT SANITARY MANHOLE • • • SIDEWALK EVALUATION � � �.q •;�� ` PERCENTAGE BASED REPAIRS FOR THIS SHEET= Y'' TOTAL STORM STRUCTURES ADJACENT TO ROADWAY- 19 SANITARY SEWER POINT REPAIR CONSTRUCT SIDEWALK THRU DRIVEWAY i j REPLACE ADJUSTING RINGS - 12 /y CONSTRUCTION ACCESS ROUTE SIDEWALK DIAMOND GRIND a � - --r ' STORM STRUCTURE MAINTENANCE -S > EXISTING SANITARY SEWER r_� REPLACE STORM STRUCTURE-0 EXISTING WATERMAIN / 4 .. EXISTING STORM SEWER 251 2023 Pavement Rehabilitation Project City of Chanhassen Figure 6: Curry Farms/Mulberry Area Improvements - Devonshire Drive Sidewalk Evaluation1Ai BOLTON January 2023 %V &MEN K 6560 6550 - - -i LANDSCAPE IMPACTED. r REMOVE 7 TREES &CONSTRUCT _ RETAINING WALL. - •1S_}ik'Y.--- r J 2 VERY STEEP YARD. �f i[ l 0 60 120 HORZ. �''" S X / 1�/ • I I )•� �. —_ -__, CL- 1.8 / / �` qft SCALE FEET - 1 TREE REMOVAL. r 65 }! 554'1 `} 2 % / — - 1 TREE REMOVAL & AKE 3-2-1 221 I LANDSCAPING IMPACTED. 1 IVI � 6521 J J ,•.. _ - ✓ _ • "HUGE LANDSCAPE BOULDER. n P �64 �5 " fi4 I • �G F64 »�. -SKI 5 6480 ix/ 6511 _,- - �` LANDSCAPING IMPACTS ` - 1 \ & POTENTIAL HYDRANT.-'" S V / �' ♦ ' RELOCATION. V 640' 6666 6610,6501� B / \� 1 �� 663 660(C� Y 6600 - t A � j � ` / 6411,,I Al I • • � Q 4 � O J \� • _�- \�� `'•••�! - 6 _ 648' 2 645�r / I- 6491 s6441 S S — 6491 - TREE REMOVALS & LANDSCAPING IMPACT. -- 64 6621 - 31�i 6490 - - BRAND NEW STEEP 1 664 •y'. * 6605 'ti CONCRETE DRIVEWAY. G O �6635 � --, . � AR Li i IV _ RT 6510 -61 601 _ I I `i J. 652® STEEP DRIVEWAY. 6480 i i ICL-P1.12 ;... 6500'� _ J v T LEGEND 47 a 3 0 PROPOSED FULL DEPTH RECLAMATION SANITARY SEWER PIPE REPLACEMENT 652 �R� \ �� + / N 64605 i 'Z CO 0 PROPOSED FULL DEPTH RECONSTRUCTION STORM SEWER REPLACEMENT 6501 J CDS CENTER ISLAND UNDER REVIEW STORM SEWER (PROPOSED) z 64,$0 x 647� Ql SALVAGE FRAME, ADJUST FRAME, INSTALL LID CURED IN PLACE PIPE LINING (CIPP) � � ♦ •t4,f 3.� OO �S = SALVAGE VALVE BOX, DRAINTILE 6461 w It,- r OO ADJUST CASTING CURB REPLACEMENT ♦' - i ® STORM STRUCTURE MAINTENANCE TRAIL REPLACEMENT/REHABILITATION n ■ ♦ REPLACE STORM STRUCTURE SIDEWALK REPLACEMENT m . (1 ~ RECONSTRUCT SANITARY MANHOLE SIDEWALK EVALUATION z y Q SANITARY SEWER POINT REPAID � CONSTRUCT SIDEWALK THRU DRIVEWAY CONSTRUCTION ACCESS ROUT SIDEWALK DIAMOND GRIND i > EXISTING SANITARY SEWER ❑ +-� EXISTING WATERMAIN�.��> 252 EXISTING STORM SEWER -- 2023 Pavement Rehabilitation Project City of Chanhassen Arl �.. 'lam �•'r +..a1� �: . - Figure 7: Ches Mar Drive Area Improvements BOLTON January 2023 & MEN K PROTECT EXISTING PED x. RAMPAl -- �� J !^ ?� 4j CHEZ MAR DRI r ,_ IL 1 - �• \ ENTRANCE MODIFICATIONS - - —� UNDER REVIEW�- _/ � �� , . fit •,it I I h ti' •L�' • �: Y - \ -- - PROTECT EXISTING PED _ RAMP N. i N LEGEND PROPOSED FULL DEPTH RECLAMATION SANITARY SEWER PIPE REPLACEMENT \ \ Y 0 PROPOSED FULL DEPTH RECONSTRUCTION STORM SEWER REPLACEMENT t. tii CDS CENTER ISLAND UNDER REVIEW STORM SEWER (PROPOSED) REMOVAL OF PAVEMENT UNDER REVIEW 0 50 100 HORZ. SCALE FEET Ql SALVAGE FRAME, ADJUST FRAME, INSTALL LID CURED IN PLACE PIPE LINING (CIPP) ~ Y OO SALVAGE VALVE BOX, REBOLT GV DRAINTILE' OO ADJUST CASTING CURB REPLACEMENT ® STORM STRUCTURE MAINTENANCE TRAIL REPLACEMENT/REHABILITATION _ \� _ ■ ♦ REPLACE STORM STRUCTURE SIDEWALK REPLACEMENT ✓w RECONSTRUCT SANITARY MANHOLE • ' ' • SIDEWALK EVALUATION �` \ r SANITARY SEWER POINT REPAIR CONSTRUCT SIDEWALK THRU DRIVEWAY L711� CONSTRUCTION ACCESS ROUTE SIDEWALK DIAMOND GRIND y > EXISTING SANITARY SEWER EXISTING WATERMAIN f •• `�+� A • EXISTING STORM SEWER - 7 T �M 253 i + V 2023 Pavement Rehabilitation Project City of Chanhassen Figure 8: Bramble Area Improvements BOLTON January 2023(D&MENK LJ LJ LJLJ LJ LJLJLJ i ' •� �; ' a - - %' �'1. r—' �S r�' - �� `S \ •• •� . . F J �� , SCALE FEET DELPHINIUM LANE '+ Y -I,,- // , ro�� s -.i . C� lot 1 � �y f7 _ r - ' 16 acs' -,T . 1 I F1III ' -� :'P _ '•!i 'pt. r l �� ry � III • + � O�`J �• /!� � 3 �; y 4 r1 V - III v • _ �,h a4" II t L � V f° LEGEND •` 3 0 PROPOSED FULL DEPTH RECLAMATION SANITARY SEWER PIPE REPLACEMENT - `.,, ` • y Y 0 PROPOSED FULL DEPTH RECONSTRUCTION STORM SEWER REPLACEMENTS / • I �'_ a j0 CDS CENTER ISLAND UNDER REVIEW STORM SEWER (PROPOSED) F9 • � _ � �,.. va, Y 01 SALVAGE FRAME, ADJUST FRAME, INSTALL LID CURED IN PLACE PIPE LINING (CIPP) = OO SALVAGE VALVE BOX, REBOLT GV DRAINTILE Os ADJUST CASTING CURB REPLACEMENT GAF ® STORM STRUCTURE MAINTENANCE TRAIL REPLACEMENT/REHABILITATION ■ • REPLACE STORM STRUCTURE SIDEWALK REPLACEMENT z RECONSTRUCT SANITARY MANHOLE • ' ' SIDEWALK EVALUATION Q SANITARY SEWER POINT REPAIR CONSTRUCT SIDEWALK THRU DRIVEWAY CONSTRUCTION ACCESS ROUTE SIDEWALK DIAMOND GRIND • EXISTING SANITARY SEWER 'k� I z EXISTING WATERMAIN y ti Q V � • J 254 EXISTING STORM SEWER "' 2023 Pavement Rehabilitation Project City of Chanhassen 18" COMMON EXCAVATION 18' CLASS 5 AGGREGATE BASE -SPEC. 2211 (OR RECLAIM -SPEC. 2215) 6", 3" CLEAR AGGREGATE (SPEC. 2105) INPLACESUBGRADE RECLAMATION SOIL CORRECTION SECTION 36" COMMON EXCAVATION 18" COMMON EXCAVATION VARIABLE DEPTH INPLACE AGGREGATE BASE 2" MNDOTTYPE SP 9.5 BITUMINOUS WEAR COURSE (3,C) -SPEC. 2360 MIX DESIGNATION SPWEA340C TACK COAT 2" MNDOTTYPE SP 12.5 NON -WEARING COURSE (3,C) -SPEC. 2360 MIX DESIGNATION SPNWB330C FULL DEPTH RECLAMATION (FDR) BASE - SPEC. 2215 INPLACESUBGRADE INSET A FULL DEPTH RECLAMATION II0IC9:1116 2" MNDOT TYPE SP 9.5 BITUMINOUS WEAR COURSE (3,C) -SPEC. 2360 MIX DESIGNATION SPWEA340C 2" MNDOT TYPE SP 12.5 NON -WEARING COURSE (3,C) -SPEC. 2360 MIX DESIGNATION SPNWB330C 12" CLASS 5 AGGREGATE BASE (SPEC. 2211) 24" SELECT GRANULAR MATERIAL (SPEC. 2105) INPLACESUBGRADE 2" MNDOT TYPE SP 9.5 BITUMINOUS WEAR COURSE (3,C) -SPEC. 2360 MIX DESIGNATION SPWEA340C 2" MNDOT TYPE SP 12.5 NON -WEARING COURSE (3,C) -SPEC. 2360 MIX DESIGNATION SPNWB330C 18" CLASS 5 AGGREGATE BASE (SPEC. 2211) INPLACESUBGRADE 15.5' Figure 9: Typical Sections 15.5' January 2023 6" TOPSOIL AND RESTORATION EXISTING CURB & GUTTER EXISTING I EXISTING GROUND 2� 2Y GROUND 0 0 ____________ ---- ------__==___________ ------ - , CITY STANDARD PLATE 5233 -ALTERNATE 4"- 8" EXISTING SUB -SURFACE DRAINTILE. SEE ROADWAY AND 7_.�__A CURB & GUTTER DRAINAGE PLANS FOR DRAINTILE LOCATIONS OR AS DIRECTED BY INSPECTOR. 6" TOPSOIL AN RESTORATION EXISTING GROUND DRAINTILE TYPICAL STREET FULL DEPTH RECLAMATION SECTION 15.5' 1 15.5' CURB & GUTTER 2% - 1 2% SEE INSET B TYPICAL STREET SECTION FULL DEPTH RECONSTRUCTION 1' 1.5:1 EXISTING GROUND BOLTON & MENK CUL DE SAC ISLAND RECONSTRUCTION 255 Appendix 6: Preliminary Cost Estimates 256 2023 STREET IMPROVEMENTS CITY OF CHANHASSEN 1/19/2023 BRAMBLE AREA IMPROVEMENTS ITEM NO. BID ITEM UNIT UNIT COST TOTAL QUANTITY TOTAL COST CITY OF CHANHASSEN ROADWAY QUANTITY COST BASE BID 1 MOBILIZATION LUMP SUM $8 000.00 1 $8 000.00 1 $8 000.00 2 ISALVAGE & INSTALL MAIL BOX SUPPORT EACH $275.00 8 $2 200.00 8 $2 200.00 3 SAWING BIT PAVEMENT FULL DEPTH LIN FT $2.75 100 $275.00 100 $275.00 4 REMOVE CURB AND GUTTER LIN FT $7.25 75 $543.75 75 $543.75 5 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ FT $2.00 191 $382.00 191 $382.00 6 REMOVE BITUMINOUS DRIVEWAY SQ FT $1.75 974 $1 704.50 974 $1 704.50 7 COMMON EXCAVATION (EV) (P CU YD $30.00 496 $14,880.00 496 $14 880.00 8 SUBGRADE EXCAVATION EV CU YD $34.00 78 $2 652.00 78 $2 652.00 9 STABILIZING AGGREGATE CV CU YD $50.00 78 $3 900.00 78 $3 900.00 10 STREET SWEEPER WITH PICKUP BROOM HR $135.00 5 $675.00 5 $675.00 11 WATER M GAL $55.00 25 $1 375.00 25 $1 375.00 12 AGGREGATE BASE CLASS 5 CV CU YD $10.00 35 $350.00 35 $350.00 13 FULL DEPTH RECLAMATION SQ YD $4.00 4462 $17,848.00 4462 $17,848.00 14 TYPE SP 9.5 WEARING COURSE MIX 3 C TON $95.00 540 $51,300.00 540 $51,300.00 15 TYPE SP 12.5 NON WEAR COURSE MIX 3,C TON $88.00 540 $47,520.00 540 $47,520.00 16 BITUMINOUS DRIVEWAY/TRAIL PAVEMENT SQ FT $5.75 974 $5 600.50 974 $5 600.50 17 CONCRETE CURB & GUTTER DESIGN SURMOUNTABLE LIN FT $26.00 75 $1 950.00 75 $1 950.00 18 TRAFFIC CONTROL LUMP SUM $1 000.00 1 $1 000.00 1 $1 000.00 19 LANDSCAPING ALLOWANCE ALLOWANCE $2 000.00 1 $2 000.00 1 $2 000.00 20 IRRIGATION SYSTEM & ELECTRIC FENCE REPAIR ALLOWANCE ALLOWANCE $1 000.00 1 $1 000.00 1 $1 000.00 21 HYDROMULCH W/SEED MIXTURE 25-151 SQ YD $6.00 75 $450.00 75 $450.00 22 SODDING TYPE LAWN SQ YD $20.00 150 $3 000.00 150 $3 000.00 TOTAL CONSTRUCTION COST LESS PRORATED $159,605.75 $159,605.75 PRORATED PERCENTAGE 1.0000 1.000 PRORATED COSTS $9,000.00 $9,000.00 TOTAL CONSTRUCTION COSTS WITH PRORATED ITEMS $168,605.75 $168,605.75 +7.5% SOFT COST $12,645.43 $12,645.43 +5% CONTINGENCY1 $7 980.29 $7 980.29 TOTAL PROJECT COST $189,231.471 $189,231.47 %*A 2023 STREET IMPROVEMENTS CITY OF CHANHASSEN 1 /19/2023 CHES MAR DRIVE AREA IMPROVEMENTS ITEM NO. BID ITEM UNIT UNIT COST TOTAL QUANTITY TOTAL COST CITY OF CHANHASSEN ROADWAY QUANTITY COST BASE BID 1 MOBILIZATION LUMP SUM $4 000.00 1 $4 000.00 1 $4 000.00 2 ISALVAGE & INSTALL MAIL BOX SUPPORT EACH $275.00 3 $825.00 3 $825.00 3 SAWING BIT PAVEMENT FULL DEPTH LIN FT $3.00 100 $300.00 100 $300.00 4 REMOVE BITUMINOUS DRIVEWAY SQ FT $1.75 419 $733.25 419 $733.25 5 COMMON EXCAVATION (EV) (P CU YD $30.00 285 $8 550.00 285 $8 550.00 6 SUBGRADE EXCAVATION EV CU YD $34.00 85 $2 890.00 85 $2 890.00 7 STABILIZING AGGREGATE CV CU YD $50.00 85 $4 250.00 85 $4 250.00 8 STREET SWEEPER WITH PICKUP BROOM HR $135.00 5 $675.00 5 $675.00 9 WATER M GAL $55.00 15 $825.00 15 $825.00 10 FULL DEPTH RECLAMATION SQ YD $4.00 2328 $9 312.00 2328 $9 312.00 11 TYPE SP 9.5 WEARING COURSE MIX 3 C TON $95.00 310 $29,450.00 310 $29,450.00 12 TYPE SP 12.5 NON WEAR COURSE MIX 3,C TON $88.00 310 $27,280.00 310 $27,280.00 13 BITUMINOUS DRIVEWAY SQ FT $5.75 419 $2 409.25 419 $2 409.25 14 TRAFFIC CONTROL LUMP SUM $1 000.00 1 $1 000.00 1 $1 000.00 15 LANDSCAPING ALLOWANCE ALLOWANCE $1 000.00 1 $1 000.00 1 $1 000.00 16 IRRIGATION SYSTEM & ELECTRIC FENCE REPAIR ALLOWANCE ALLOWANCE $1 000.00 1 $1 000.00 1 $1 000.00 17 HYDROMULCH W/SEED MIXTURE 25-151 SQ YD $6.00 250 $1 500.00 250 $1 500.00 TOTAL CONSTRUCTION COST LESS PRORATED $90,999.50 $90,999.50 PRORATED PERCENTAGE 1.0000 1.000 PRORATED COSTS $5,000.001 $5,000.00 TOTAL CONSTRUCTION COSTS WITH PRORATED ITEMS $95,999.501 $95,999.50 +7.5% SOFT COST $7,199.961 $7 199.96 +5% CONTINGENCY $4,549.981 $4 549.98 TOTAL PROJECT COST $107,749.441 1 $107,749.44 2023 STREET IMPROVEMENTS CITY OF CHANHASSEN 1/19/2023 CREEK RUN TRAIL AREA IMPROVEMENTS ITEM NO. BID ITEM UNIT UNIT COST TOTAL QUANTITY TOTAL COST CITY OF CHANHASSEN ROADWAY WATERMAIN SANITARY SEWER STORM SEWER QUANTITY COST QUANTITY COST QUANTITY COST QUANTITY COST BASE BID 1 MOBILIZATION LUMP SUM $10,000.00 1 $10,000.00 0.491 $4,906.47 0.063 $628.37 0.234 $2,343.97 0.212 $2,121.19 2 CLEARING EACH $400.00 10 $4,000.00 10 $4,000.00 3 GRUBBING EACH $120.00 10 $1,200.00 10 $1,200.00 4 REMOVE DRAINAGE STRUCTURE EACH $495.00 1 $495.00 1 1 $495.00 5 REMOVE SANITARY MANHOLE EACH $2,500.00 3 $7,500.00 3 $7,500.00 6 SALVAGE PIPE APRON EACH $750.00 1 $750.00 1 $750.00 7 SALVAGE & INSTALL MAIL BOX SUPPORT EACH $275.00 9 $2,475.00 9 $2,475.00 8 SAWING BIT PAVEMENT FULL DEPTH LIN FT $3.00 167 $501.00 167 $501.00 9 REMOVE SEWER PIPE STORM LIN FT $22.00 41 $902.00 41 $902.00 10 REMOVE CURB AND GUTTER LIN FT $7.25 294 $2,131.50 294 $2,131.50 11 REMOVE BITUMINOUS DRIVEWAY/TRAIL PAVEMENT SQ FT $1.75 585 $1,023.75 5851 $1,023.75 12 REMOVE & REPLACE GV BOX SECTION LBS $18.00 108 $1,944.00 108 $1,944.00 13 COMMON EXCAVATION (EV) (P CU YD $30.00 212 $6,360.00 212 $6,360.00 14 SUBGRADE EXCAVATION EV CU YD $34.00 32 $1,088.00 32 $1,088.00 15 REMOVE VEGETATION FROM RAVINE LUMP SUM $5,000.00 1 $5,000.00 1 $5,000.00 16 STABILIZING AGGREGATE CV CU YD $50.00 32 $1,600.00 32 $1,600.00 17 STREET SWEEPER WITH PICKUP BROOM HR $135.00 7 $945.00 7 $945.00 18 WATER M GAL $55.00 25 $1,375.00 25 $1,375.00 19 FULL DEPTH RECLAMATION SQ YD $4.00 1901 $7,604.00 1901 $7,604.00 20 TYPE SP 9.5 WEARING COURSE MIX 3,C TON $95.00 230 $21,850.00 230 $21,850.00 21 TYPE SP 12.5 NON WEAR COURSE MIX 3,C TON $88.00 230 $20,240.00 230 $20,240.00 22 BITUMINOUS DRIVEWAY/TRAIL PAVEMENT SQ FT $5.75 585 $3,363.75 585 $3,363.75 23 12" RC PIPE APRON EACH $1,500.00 1 $1,500.00 1 $1,500.00 24 INSTALL PIPE APRON EACH $1,500.00 1 $1,500.00 1 $1,500.00 25 12" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $80.00 41 $3,280.00 41 $3,280.00 26 CONNECT TO EXISTING STORM SEWER EACH $1,200.001 1 $1,200.00 1 $1,200.00 27 STORM STRUCTURE MAINTENANCE EACH $900.00 1 $900.00 1 $900.00 28 CONNECT TO EXISTING SANITARY SEWER EACH $1,100.00 3 $3,300.00 3 $3,300.00 29 RECONSTRUCT SANITARY SEWER MANHOLE EACH $10,000.00 3 $30,000.00 3 $30,000.00 30 CURED IN PLACE PIPE LINING CIPP 12" STORM LIN FT $100.00 50 $5,000.00 50 $5,000.00 31 EXPLORATORY EXCAVATION VAC TRUCK HR $300.00 1 $300.00 1 $300.00 32 VALVE BOLT REPLACEMENT EACH $3,400.00 3 $10,200.00 3 $10,200.00 33 CHANHASSEN 26" LID EACH $300.00 3 $900.00 3 $900.00 34 ADJUST FRAME & RING CASTING SANITARY EACH $900.00 3 $2,700.00 3 $2,700.00 35 CASTING ASSEMBLY STORM EACH $850.00 1 $850.00 1 $850.00 36 CHIMNEY SEAL EACH $300.00 3 $900.00 3 $900.00 37 ADJUST FRAME & RING CASTING STORM EACH $700.00 1 $700.00 1 $700.00 38 STANDARD SUMP STRUCTURE EACH $13,000.00 1 $13,000.00 1 $13,000.00 39 RANDOM RIPRAP CLASS III CU YD $175.001 4 $717.50 4 $717.50 40 CONCRETE CURB & GUTTER DESIGN SURMOUNTABLE LIN FT $26.00 294 $7,644.00 294 $7,644.00 41 TRAFFIC CONTROL LUMP SUM $1,000.00 1 $1,000.00 0 $490.65 0 $62.84 0 $234.40 0 $212.12 42 EROSION CONTROL SUPERVISOR LUMP SUM $1,000.00 1 $1,000.00 1 $1,000.00 43 STABILIZED CONSTRUCTION EXIT LUMP SUM $3,300.00 1 $3,300.00 1 $3,300.00 44 STORM DRAIN INLET PROTECTION EACH $165.00 5 $825.00 5 $825.00 45 SILT FENCE, TYPE MS LIN FT $2.75 150 $412.50 150 $412.50 46 SEDIMENT CONTROL LOG TYPE STRAW LIN FT $3.75 300 $1,125.001 300 $1,125.00 47 LANDSCAPING ALLOWANCE ALLOWANCE $2,500.00 1 $2,500.00 1 $2,500.00 48 IRRIGATION SYSTEM & ELECTRIC FENCE REPAIR ALLOWANCE ALLOWANCE $2,500.00 1 $2,500.00 1 $2,500.00 49 HYDROMULCH W/SEED MIXTURE 25-151 SQ YD $6.00 350 $2,100.00 350 $2,100.00 50 SODDING TYPE LAWN SQ YD $20.00 128 $2,560.00 128 $2,560.00 TOTAL CONSTRUCTION COST LESS PRORATED $193,262.00 $94,823.50 $12,144.00 $45,300.00 $40,994.50 PRORATED PERCENTAGE 1.0000 0.491 0.063 0.234 0.212 PRORATED COSTS $11,000.00 $5,397.121 $691.211 $2,578.37 $2,333.31 TOTAL CONSTRUCTION COSTS WITH PRORATED ITEMS $204,262.00 $100,220.621 $12,835.211 $47,878.37 $43,327.81 +7.5% SOFT COST $15,319.65 $7,516.551 1 $962.641 $3,590.88 $3,249.59 +5% CONTINGENCY $9,663.10 $4,741.181 1 $607.201 $2,265.00 $2,049.73 TOTAL PROJECT COST $229,244.751 1 $112,478.341 1 $14,405.051 1 $53,734.241 $48,627.12 CREEK RUN TRAIL AREA TOTAL = $229,244.75 259 2023 STREET IMPROVEMENTS CITY OF CHANHASSEN 1 /19/2023 CREEK RUN TRAIL CUL DE SAC IMPROVEMENTS ITEM NO. BID ITEM UNIT UNIT COST TOTAL QUANTITY TOTAL COST CITY OF CHANHASSEN ROADWAY WATERMAIN SANITARY SEWER STORM SEWER QUANTITY COST QUANTITY COST QUANTITY COST QUANTITY COST BASE BID 1 CLEARING EACH $400.00 5 $2 000.00 5 $2 000.00 2 GRUBBING EACH $120.00 5 $600.00 5 $600.00 3 SALVAGE HYDRANT & VALVE EACH $3 500.00 1 $3 500.00 1 $3 500.00 4 REMOVE WATER MAIN LIN FT $45.00 20 $900.00 20 $900.00 5 REMOVE CURB AND GUTTER LIN FT $7.25 591 $4 284.75 591 $4 284.75 6 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ FT $3.00 175 $525.00 175 $525.00 7 REMOVE BITUMINOUS DRIVEWAY/TRAIL PAVEMENT SQ FT $1.75 1118 $1 956.50 1118 $1 956.50 8 COMMON EXCAVATION (EV) (P CU YD $30.00 220 $6 600.00 220 $6 600.00 9 AGGREGATE BASE CLASS 5 CV CU YD $10.00 68 $680.00 68 $680.00 10 BITUMINOUS DRIVEWAY/TRAIL PAVEMENT SQ FT $5.75 3178 $18 273.50 3178 $18 273.50 11 INSTALL HYDRANT & VALVE EACH $7 000.00 1 $7 000.00 1 $7,000.00 12 CONCRETE CURB & GUTTER DESIGN SURMOUNTABLE LIN FT $26.00 403 $10 478.00 403 $10 478.00 13 CONCRETE DRIVEWAY PAVEMENT SQ FT $10.00 641 $6 410.00 641 $6 410.00 14 SODDING TYPE LAWN I SQ YD $20.00 634 $12 680.00 634 $12 680.00 TOTAL CONSTRUCTION COST LESS PRORATED $80,887.75 $68,237.75 $12,650.00 PRORATED PERCENTAGE 1.0000 0.844 0.156 PRORATED COSTS TOTAL CONSTRUCTION COSTS WITH PRORATED ITEMS $80,887.75 $68,237.75 $12,650.00 +7.5% SOFT COST $6 066.58 $5 117 .83 $948 % CONTI +5NGENCY $4 044.39 $3 411.89 $632.5.705 TOTAL PROJECT COSTI $90,998.72 $76,767.47 $14,231.25 CREEK RUN TRAIL AREA TOTAL = $90,998.72 260 2023 STREET IMPROVEMENTS CITY OF CHANHASSEN 1/19/2023 CURRY FARMS/MULBERRY AREA IMPROVEMENTS ITEM NO. BID ITEM UNIT UNIT COST TOTAL QUANTITY TOTAL COST CITY OF CHANHASSEN ROADWAY WATERMAIN SANITARY SEWER STORM SEWER SIDEWALK PARK IMPROVEMENTS QUANTITY COST QUANTITY COST QUANTITY COST QUANTITY COST QUANTITY COST QUANTITY COST BASE BID 1 MOBILIZATION LUMP SUM $125 000.00 1 $125 000.00 0.524 $65 462.50 0.070 $8 750.00 0.032 $3 975.00 0.135 $16 850.00 0.193 $24 075.00 0.047 $5 887.50 2 CLEARING EACH $400.00 40 $16 000.00 20 $8 000.00 20.000 $8 000.00 3 GRUBBING EACH $120.00 40 $4 800.00 20 $2 400.00 20.000 $2 400.00 4 REMOVE EXCESS GRASS AND TOPSOIL SQ YD $3.50 880 $3 080.00 880 $3 080.00 5 REMOVE PIPE APRON EACH $220.001 2 $440.00 2 $440.00 6 REMOVE DRAINAGE STRUCTURE EACH $495.00 9 $4 455.00 9 $4 455.00 7 SALVAGE & INSTALL MAIL BOX SUPPORT EACH $275.00 134 $36 850.00 124 $34 100.00 10.000 $2 750.00 8 SALVAGE & REINSTALL SIGN EACH $275.00 8 $2 200.00 7 $1 925.00 1.000 $275.00 9 SALVAGE HYDRANT & VALVE EACH $3 500.00 1 $3 500.00 1.000 $3 500.00 10 SAWING BIT PAVEMENT FULL DEPTH LIN FT $2.75 1171 $3 220.25 963 $2 648.25 208.000 $572.00 11 REMOVE SEWER PIPE STORM LIN FT $22.00 604 $13 288.00 297 $6 534.00 307.000 $6 754.00 12 REMOVE CURB AND GUTTER LIN FT $7.25 5992 $43 442.00 5957 $43 188.25 35.000 $253.75 13 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ FT $3.00 2160 $6 480.00 1632 $4 896.00 528.000 $1 584.00 14 REMOVE BITUMINOUS DRIVEWAY/TRAIL PAVEMENT SQ FT $1.751 10058 $17 601.50 4794 $8 389.50 5264.000 $9 212.00 15 REMOVE & REPLACE GV BOX SECTION LBS $18.00 288 $5 184.00 288 $5 184.00 16 COMMON EXCAVATION (EV) (P CU YD $30.00 3140 $94 200.00 2883 $86 490.00 154.000 $4 620.00 103.000 $3 090.00 17 SUBGRADE EXCAVATION EV CU YD $34.00 214 $7276.00 214 $7276.00 18 CHANNEL & POND EXCAVATION LV LUMP SUM $10 000.00 1 $10 000.00 1 $10 000.00 19 STABILIZING AGGREGATE CV CU YD $50.00 214 $10 700.00 214 $10 700.00 20 DEWATERING LUMP SUM $10 000.00 1 $10 000.00 1 $10 000.00 21 STREET SWEEPER(WITH PICKUP BROOM HR $135.00 15 $2 025.00 15 $2 025.00 22 WATER M GAL $55.00 50 $2 750.00 50 $2 750.00 23 AGGREGATE BASE CLASS 5 CV CU YD $15.00 103 $1 545.00 103.000 $1 545.00 24 FULL DEPTH RECLAMATION SQ YD $4.00 28347 $113 388.00 26504 $106 016.00 1843.000 $7 372.00 25 TYPE SP 9.5 WEARING COURSE MIX 3 C TON $95.00 3541 $336 395.00 3206 $304 570.00 335.000 $31 825.00 26 TYPE SP 12.5 NON WEAR COURSE MIX 3 C TON $88.00 3206 $282 128.00 3206 $282 128.00 27 BITUMINOUS DRIVEWAY/TRAIL PAVEMENT SQ FT $5.75 13195 $75 871.25 9034 $51 945.50 4161.000 $23 925.75 28 CONSTRUCT MODULAR BLOCK RETAINING WALL LIN FT $150.00 115 $17 250.00 115.000 $17 250.00 29 12" RC PIPE APRON EACH $1 500.00 1 $1 500.00 1 $1 500.00 30 15" RC PIPE APRON EACH $2 000.00 1 $2 000.00 1 $2 000.00 31 24" RC PIPE APRON EACH $2 700.00 1 $2 700.00 1.000 $2 700.00 32 4" PERF TP PIPE DRAIN LIN FT $23.00 1393 $32 039.00 1393 $32 039.00 33 4" PIPE DRAIN CLEANOUT EACH $435.00 8 $3 480.00 8 $3 480.00 34 CONNECT TO EXISTING PIPE DRAIN EACH $330.00 2 $660.00 2 $660.00 35 12" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $80.00 73 $5 840.00 73 $5 840.00 36 15" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $82.00 326 $26 732.00 200 $16 400.00 126.000 $10 332.00 37 24" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $120.00 215 $25 800.00 34 $4 080.00 181.000 $21 720.00 38 CONNECT TO EXISTING STORM SEWER EACH $1 200.00 11 $13 200.00 10 $12,000.001 1.000 $1 200.00 39 CONNECT TO EXISTING STORM STRUCTURE EACH $1 350.00 6 $8 100.00 6 $8 100.00 40 STORM STRUCTURE MAINTENANCE EACH $700.00 11 $7 700.00 11 $7 700.00 41 CURED IN PLACE PIPE LINING CIPP 12" STORM LIN FT $100.00 381 $38 100.00 381 $38 100.00 42 CURED IN PLACE PIPE LINING CIPP 18" STORM LIN FT $135.00 126 $17 010.00 126 $17 010.00 43 CURED IN PLACE PIPE LINING CIPP 21" STORM LIN FT $140.00 156 $21 840.00 156 $21 840.00 44 EXPLORATORY EXCAVATION AC TRUCK HR $300.00 5 $1 500.00 5 $1 500.00 45 INSTALL HYDRANT & VALVE EACH $7 000.00 1 $7 000.00 1.000 $7 000.00 46 HYDRANT EACH $7 000.00 2 $14 000.00 2 $14 000.00 47 8" GATE VALVE & BOX EACH $7 000.00 4 $28 000.00 4 $28 000.00 48 VALVE BOLT REPLACEMENT EACH $3 400.00 37 $125 800.00 37 $125 800.00 49 SANITARY POINT REPAIR EACH $5 000.00 2 $10 000.00 2 $10 000.00 50 CHANHASSEN 26" LID EACH $325.001 45 $14 625.00 45 $14 625.00 51 ADJUST FRAME & RING CASTING SANITARY EACH $900.00 45 $40 500.00 45 $40 500.00 52 CASTING ASSEMBLY STORM EACH $850.00 10 $8 500.00 9 $7 650.00 1.000 $850.00 53 SUMP SERVICE CONNECTION BOX EACH $330.00 5 $1 650.00 5 $1 650.00 54 CHIMNEY SEAL EACH $300.00 45 $13 500.00 45 $13 500.00 55 ADJUST FRAME & RING CASTING STORM EACH $700.00 6 $4 200.00 6 $4 200.00 56 CONSTRUCT DRAINAGE STRUCTURE EACH $8 750.00 4 $35 000.00 3 $26 250.00 1.000 $8 750.00 57 CONSTRUCT STANDARD SUMP STRUCTURE EACH $13 000.00 2 $26 000.00 2 $26 000.00 58 CONSTRUCT STANDARD SUMP STRUCTURE W/BAFFLE EACH $20 000.00 4 $80 000.00 4 $80 000.00 59 CONSTRUCT OUTLET CONTROL STRUCTURE EACH $20 000.00 1 $20 000.00 1 $20 000.00 60 RANDOM RIPRAP CLASS III CU YD $175.00 13 $2 222.50 13 $2 222.50 61 6" CONCRETE WALK SQ FT $18.00 15166 $272 988.00 210 $3 780.00 14956.000 $269 208.00 62 DRILL AND GROUT REINF BARS EPDXY COATED EACH $25.00 10 $250.00 10 $250.00 63 CONCRETE CURB & GUTTER DESIGN B618 LIN FT $30.00 225 $6 750.00 225 $6 750.00 64 CONCRETE CURB & GUTTER DESIGN SURMOUNTABLE LIN FT $26.00 5992 $155 792.00 5957 $154 882.00 35.000 $910.00 65 CONCRETE DRIVEWAY PAVEMENT SQ FT $10.00 2286 $22 860.00 1850 $18 500.00 436.000 $4 360.00 66 TRUNCATED DOMES SQ FT $60.00 128 $7 680.00 32 $1 920.00 96.000 $5 760.00 67 TRAFFIC CONTROL LUMP SUM $4 000.00 1 $4 000.00 1 $2 094.80 0 $280.00 0 $127.20 0 $539.20 0.193 $770.40 0.047 $188.40 68 EROSION CONTROL SUPERVISOR LUMP SUM $2 500.00 1 $2 500.00 1 $2 500.00 69 STABILIZED CONSTRUCTION EXIT LUMP SUM $3 300.00 1 $3 300.00 1 $3 300.00 70 STORM DRAIN INLET PROTECTION EACH $165.001 62 $10 230.00 62 $10 230.00 71 SILT FENCE TYPE MS LIN FT $2.75 2070 $5 692.50 1270 $3 492.50 250.000 $687.50 550.000 $1 512.50 72 SEDIMENT CONTROL LOG TYPE STRAW LIN FT $3.75 1550 $5 812.50 1000 $3 750.00 250.000 $937.50 300.000 $1 125.00 73 LANDSCAPING ALLOWANCE ALLOWANCE $10 000.00 1 $10 000.00 1 $6 000.00 0.400 $4 000.00 74 IRRIGATION SYSTEM & ELECTRIC FENCE REPAIR ALLOWANCE ALLOWANCE $16 000.00 1 $16 000.00 1 $8 000.00 0.500 $8 000.00 75 HYDROMULCH W/SEED MIXTURE 25-151 SQ YD $6.00 5931 $35 586.00 3010 $18 060.00 2921.000 $17 526.00 76 SODDING TYPE LAWN SQ YD $20.00 7619 $152 380.00 2581 $51 620.00 5038.000 $100 760.00 TOTAL CONSTRUCTION COST LESS PRORATED $2 471 088.50 $1 294 231.00 $172 984.00 $78 625.00 $332,981.501 $475 965.50 $116 301.50 PRORATED PERCENTAGE 1.0000 0.524 0.070 0.032 0.135 0.193 0.047 PRORATED COSTS $129,000.00 $67,557.30 $9,030.00 $4,102.20 $17,389.20 $24,845.40 $6,075.90 TOTAL CONSTRUCTION COSTS WITH PRORATED ITEM $2 600 088.50 $1 361 788.30 $182 014.00 $82 727.20 $350 370.70 $500 810.90 $122 377.40 +7.5% SOFT COST $195 006.64 $102 134.12 $13 651.05 $6 204.54 $26 277.80 $37 560.82 $9 178.31 +5 % CONTINGENCY $123 554.43 $64 711.55 $8 649.20 $3 931.25 $92,862.991 $16 649.08 $393 297.58 $23 798.28 $562 169.99 $5 815.08 $137 370.78 TOTAL PROJECT COST $2 918 649.56 $1 528 633.97 $204,374.25 CURRY FARMS/MULBERRY AREA TOTAL = $2,219,108.79 261 2023 City Pavement Rehabilitation Project CITY OF CHANHASSEN 1119/2023 LAKE SUSAN HILLS AREA IMPROVEMENTS ITEM NO. BID ITEM UNIT UNIT COST TOTAL QUANTITY TOTAL COST CITY OF CHANHASSEN ROADWAY WATERMAIN SANITARY SEWER STORM SEWER QUANTITY COST mQUANTITY COST QUANTITY COST QUANTITY COST BASE BID 1 MOBILIZATION LUMP SUM $75 000.00 1 $75,000.00 0.717 $53 791.50 0.101 $7 609.50 0.036 $2 699.25 0.145 $10 899.75 2 REMOVE DRAINAGE STRUCTURE EACH $495.00 5 $2,475.00 5.000 $2 475.00 3 SALVAGE & INSTALL MAIL BOX SUPPORT EACH $275.00 99 $27 225.00 99.000 $27 225.00 4 SALVAGE & REINSTALL SIGN EACH $275.00 5 $1 375.00 5.000 $1 375.00 5 4 REMOVE GATE VALVE & BOX EACH $550.00 1 $550.00 1.000 $550.00 6 SAWING BIT PAVEMENT FULL DEPTH LIN FT $2.75 1916 $5 269.00 1916.000 $5 269.00 7 REMOVE DRAINTILE LIN FT $5.00 303 $1 515.00 303.000 $1 515.00 8 REMOVE SEWER PIPE STORM LIN FT $22.00 88 $1 936.00 88.000 $1 936.00 9 REMOVE CURB AND GUTTER LIN FT $7.25 3021 $21 902.25 3021.000 $21 902.25 10 REMOVE CONCRETE WALK SO FT $4.00 2949 $11 796.00 2949.000 $11 796.00 11 REMOVE CONCRETE DRIVEWAY PAVEMENT SO FT $3.00 251 $753.00 251.000 $753.00 12 REMOVE BITUMINOUS DRIVEWAY/TRAIL PAVEMENT SO FT $1.75 6994 $12 239.50 6994.000 $12 239.50 13 REMOVE & REPLACE GV BOX SECTION LBS $18.00 324 $5 832.00 324.000 $5 832.00 14 COMMON EXCAVATION (EV) (P CU YD $30.00 2245 $67 350.00 2245.000 $67 350.00 15 SUBGRADE EXCAVATION EV CU YD $34.00 169 $5 746.00 169.000 $5 746.00 16 STABILIZING AGGREGATE CV CU YD $33.00 169 $5 577.00 169.000 $5 577.00 17 STREET SWEEPER WITH PICKUP BROOM HR $145.00 15 $2 175.00 15.000 $2 175.00 18 WATER M GAL $55.00 50 $2 750.00 50.000 $2 750.00 19 FULL DEPTH RECLAMATION SO YD $4.00 20201 $80 804.00 20201.000 $80 804.00 20 DIAMOND GRIND SIDEWALK JOINT LIN FT $25.00 66 $1 650.00 66.000 $1 650.00 21 TYPE SP 9.5 WEARING COURSE MIX 3,C TON $95.00 2443 $232,085.00 2443.0001 $232 085.00 22 TYPE SP 12.5 NON WEAR COURSE MIX 3 C TON $88.00 2443 $214,984.00 2443.0001 $214 984.00 23 BITUMINOUS DRIVEWAY/TRAIL PAVEMENT SO FT $5.75 6994 $40 215.50 6994.000 $40 215.50 24 4" PERF TP PIPE DRAIN LIN FT $23.00 303 $6 969.00 303.000 $6 969.00 25 12" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $80.00 88 $7 040.00 88.000 $7,040.00 26 CONNECT TO EXISTING STORM SEWER EACH $1 200.00 3 $3 600.00 3.000 $3,600.00 27 CONNECT TO EXISTING STORM STRUCTURE EACH $1 350.00 5 $6 750.00 5.000 $6,750.00 28 STORM STRUCTURE MAINTENANCE EACH $700.00 25 $17 500.00 25.000 $17 500.00 29 CURED IN PLACE PIPE LINING CIPP 15" STORM LIN FT $130.00 376 $48 880.00 376.000 $48 880.00 30 CURED IN PLACE PIPE LINING CIPP 18" STORM LIN FT $135.00 215 $29 025.00 215.000 $29 025.00 31 EXPLORATORY EXCAVATION VAC TRUCK HR $300.00 10 $3 000.00 10.000 $3 000.00 32 HYDRANT EACH $7,000.00 2 $14 000.00 2.000 $14 000.00 33 8" GATE VALVE & BOX EACH $7,000.00 3 $21 000.00 3.000 $21 000.00 34 VALVE BOLT REPLACEMENT EACH $3,200.00 32 $102,400.00 32.000 $102 400.00 35 CHANHASSEN 26" LID EACH $300.00 34 $10 200.00 34.000 $10 200.00 36 ADJUST FRAME & RING CASTING SANITARY EACH $900.00 34 $30 600.00 34.000 $30 600.00 37 CASTING ASSEMBLY STORM EACH $850.00 5 $4 250.00 5.000 $4 250.00 38 SUMP SERVICE CONNECTION BOX EACH $330.00 3 $990.00 3.000 $990.00 39 CHIMNEY SEAL EACH $300.00 34 $10 200.00 34.000 $10 200.00 40 ADJUST FRAME & RING CASTING STORM EACH $700.00 30 $21 000.00 30.000 $21 000.00 41 CONSTRUCT DRAINAGE STRUCTURE EACH $8,750.00 2 $17 500.00 2.000 $17 500.00 42 CONSTRUCT STANDARD SUMP STRUCTURE LIN FT $13 000.00 2 $26 000.00 2.000 $26 000.00 43 CONSTRUCT STANDARD SUMP STRUCTURE W/BAFFLE EACH $20 000.00 1 $20 000.00 1.000 $20 000.00 44 6" CONCRETE WALK SO FT $18.00 4241 $76 338.00 4241.000 $76 338.00 45 DRILL AND GROUT REINF BARS EPDXY COATED EACH $25.00 132 $3 300.00 132.000 $3 300.00 46 CONCRETE CURB & GUTTER DESIGN SURMOUNTABLE LIN FT $26.00 3021 $78 546.00 3021.000 $78 546.00 47 CONCRETE DRIVEWAY PAVEMENT SO FT 1 $10.00 251 $2 510.00 251.000 $2 510.00 48 TRUNCATED DOMES SO FT $60.00 160 $9 600.00 160.0001 $9 600.00 49 TRAFFIC CONTROL LUMP SUM $5,000.00 1 $5 000.00 0.717 $3 586.10 0.101 $507.30 0.036 $179.95 0.145 $726.65 50 TYPE III BARRICADES EACH $1,500.00 1 $1 500.00 1.000 $1 500.00 51 SIGN PANELS TYPE C EACH $550.00 1 $550.00 1.000 $550.00 52 EROSION CONTROL SUPERVISOR LUMP SUM $2,500.00 1 $2 500.00 1.000 $2 500.00 53 STABILIZED CONSTRUCTION EXIT LUMP SUM $3,300.00 1 $3 300.00 1.000 $3 300.00 54 STORM DRAIN INLET PROTECTION EACH $165.00 38 $6 270.00 38.000 $6 270.00 55 SILT FENCE TYPE MS LIN FT $2.75 750 $2 062.50 750.000 $2 062.50 56 SEDIMENT CONTROL LOG TYPE STRAW LIN FT $3.75 1000 $3 750.00 1000.0001 $3 750.00 57 LANDSCAPING ALLOWANCE ALLOWANCE $7 500.00 1 $7 500.00 1.0001 $7 500.00 58 IRRIGATION SYSTEM & ELECTRIC FENCE REPAIR ALLOWANCE ALLOWANCE $7 500.00 1 $7 500.00 1.000 $7 500.00 59 HYDROMULCH W/SEED MIXTURE 25-151 SO YD $6.00 1174 $7 044.00 1174.000 $7 044.00 60 SODDING TYPE LAWN SO YD $20.00 i 2888 $57 760.00 2888.000 $57,760.00 TOTAL CONSTRUCTION COST LESS PRORATED $1,417,138.75 $1,016,400.75 $143,782.00 $51,000.00 $205,956.00 PRORATED PERCENTAGE 1.0000 0.717 0.101 0.036 0.145 PRORATED COSTS $80,000.001 $57,377.60 $8,116.80 $2,879.20 $11,626.40 TOTAL CONSTRUCTION COSTS WITH PRORATED ITEMS $1,497,138.75 $1,073,778.35 $151,898.80 $53,879.20 $217,582.40 +7.5% SOFT COST $112,285.41 $80 533.38 $11 392.41 $4,040.94 $16 318.68 +5% CONTINGENCY1 $70,856.941 $50,820.04 $7,189.10 $2,550.00 $10,297.80 TOTAL PROJECT COSTI $1,680,281.09 $1,205,131.76 $170,480.31 $60,470.141 $244,198.88 LAKE SUSAN HILLS WEST AREA TOTAL = $1,680,281.09 262 2023 STREET IMPROVEMENTS CITY OF CHANHASSEN 1 /19/2023 MISSION HILLS AREA IMPROVEMENTS ITEM NO. BID ITEM UNIT UNIT COST TOTAL QUANTITY TOTAL COST CITY OF CHANHASSEN ROADWAY WATERMAIN SANITARY SEWER STORM SEWER QUANTITY T COST QUANTITY COST QUANTITY COST QUANTITY COST BASE BID 1 MOBILIZATION LUMP SUM $24,000.00 1 $24,000.00 0.743 $17,838.96 0.120 $2,886.48 0.043 $1,027.20 0.094 $2,247.12 2 CLEARING EACH $400.00 5 $2,000.00 5.000 $2,000.00 3 GRUBBING EACH $120.00 5 $600.00 5.000 $600.00 4 REMOVE DRAINAGE STRUCTURE EACH $495.00 1 $495.00 1.000 $495.00 5 SALVAGE & INSTALL MAIL BOX SUPPORT EACH $275.00 35 $9,625.00 35.000 $9,625.00 6 SALVAGE & REINSTALL SIGN EACH $275.00 3 $825.00 3.000 $825.00 7 SAWING BIT PAVEMENT FULL DEPTH LIN FT $2.75 129 $354.75 129.000 $354.75 8 REMOVE SEWER PIPE STORM LIN FT $22.00 78 $1,716.00 78.000 $1,716.00 9 REMOVE CURB AND GUTTER LIN FT $7.25 344 $2,494.00 344.000 $2,494.00 10 REMOVE CONCRETE WALK SQ FT $4.00 1322 $5,288.00 1322.000 $5,288.00 11 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ FT $3.00 361 $1,083.00 361.000 $1,083.00 12 REMOVE BITUMINOUS DRIVEWAY/TRAIL PAVEMENT SQ FT $1.75 943 $1,650.25 943.000 $1,650.25 13 REMOVE & REPLACE GV BOX SECTION LBS $18.00 210 $3,780.00 210.000 $3,780.00 14 COMMON EXCAVATION (EV) (P CU YD $30.00 802 $24,060.00 802.000 $24,060.00 15 SUBGRADE EXCAVATION EV CU YD $34.00 241 $8,194.00 241.000 $8,194.00 16 STABILIZING AGGREGATE CV CU YD $50.00 241 $12,050.00 241.000 $12,050.00 17 STREET SWEEPER WITH PICKUP BROOM HR $135.00 15 $2,025.00 15.000 $2,025.00 18 WATER M GAL $55.00 25 $1,375.00 25.000 $1,375.00 19 FULL DEPTH RECLAMATION SQ YD $4.00 7210 $28,840.00 7210.000 $28,840.00 20 DIAMOND GRIND SIDEWALK JOINT LIN FT $25.00 35 $875.00 35.000 $875.00 21 TYPE SP 9.5 WEARING COURSE MIX 3,C TON $95.00 873 $82,935.00 873.000 $82,935.00 22 TYPE SP 12.5 NON WEAR COURSE MIX 3,C TON $88.00 873 $76,824.00 873.000 $76,824.00 23 BITUMINOUS DRIVEWAY/TRAIL PAVEMENT SQ FT $5.75 943 $5,422.25 943.000 $5,422.25 24 4" PERF TP PIPE DRAIN LIN FT $23.00 225 $5,175.00 225.000 $5,175.00 25 CONNECT TO EXISTING PIPE DRAIN EACH $550.00 4 $2,200.00 4.000 $2,200.00 26 18" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $100.00 65 $6,500.00 65.000 $6,500.00 27 STORM STRUCTURE MAINTENANCE EACH $700.00 3 $2,100.00 3.000 $2,100.00 28 EXPLORATORY EXCAVATION VAC TRUCK HR $300.00 3 $900.00 3.000 $900.00 29 HYDRANT EACH $7,000.00 1 $7,000.00 1.000 $7,000.00 30 8" GATE VALVE & BOX EACH $7,000.00 1 $7,000.00 1.000 $7,000.00 31 VALVE BOLT REPLACEMENT EACH $3,400.00 12 $40,800.00 12.000 $40,800.00 32 CHANHASSEN 26" LID EACH $300.00 13 $3,900.00 13.000 $3,900.00 33 ADJUST FRAME & RING CASTING SANITARY EACH $900.00 13 $11,700.00 13.000 $11,700.00 34 CASTING ASSEMBLY STORM EACH $850.00 1 $850.00 1.000 $850.00 35 CHIMNEY SEAL EACH $300.00 13 $3,900.00 13.000 $3,900.00 36 ADJUST FRAME & RING CASTING STORM EACH $700.00 12 $8,400.00 12.000 $8,400.00 37 STANDARD SUMP STRUCTURE W/BAFFLE EACH $20,000.00 1 $20,000.00 1.000 $20,000.00 38 6" CONCRETE WALK SQ FT $18.00 1322 $23,796.00 1322.000 $23,796.00 39 DRILL AND GROUT REINF BARS EPDXY COATED EACH $25.00 20 $500.00 20.000 $500.00 40 CONCRETE CURB & GUTTER DESIGN SURMOUNTABLE LIN FT $26.00 344 $8,944.00 344.000 $8,944.00 41 CONCRETE DRIVEWAY PAVEMENT SQ FT $10.00 361 $3,610.00 361.000 $3,610.00 42 TRUNCATED DOMES SQ FT $60.00 16 $960.00 16.000 $960.00 43 TRAFFIC CONTROL LUMP SUM $2,000.00 1 $2,000.00 0.743 $1,486.58 0.120 $240.54 0.043 $85.60 0.094 $187.26 44 EROSION CONTROL SUPERVISOR LUMP SUM $2,500.00 1 $2,500.00 1.000 $2,500.00 45 STABILIZED CONSTRUCTION EXIT LUMP SUM $3,300.00 1 $3,300.00 1.000 $3,300.00 46 STORM DRAIN INLET PROTECTION EACH $165.00 20 $3,300.00 20.000 $3,300.00 47 SILT FENCE, TYPE MS LIN FT $2.75 350 $962.50 350.000 $962.50 48 SEDIMENT CONTROL LOG TYPE STRAW LIN FT $3.75 500 $1,875.00 500.000 $1,875.00 49 LANDSCAPING ALLOWANCE ALLOWANCE $4,000.00 1 $4,000.00 1.000 $4,000.00 50 IRRIGATION SYSTEM & ELECTRIC FENCE REPAIR ALLOWANCE ALLOWANCE $4,000.00 1 $4,000.00 1.000 $4,000.00 51 HYDROMULCH W/SEED MIXTURE 25-151 SQ YD $6.00 250 $1,500.00 250.000 $1,500.00 52 SODDING TYPE LAWN SQ YD $20.00 172 $3,440.00 172.000 $3,440.00 TOTAL CONSTRUCTION COST LESS PRORATED $455,623.75 $338,662.75 $54,800.00 $19,500.00 $42,661.00 PRORATED PERCENTAGE 1.0000 0.743 0.120 0.043 0.094 PRORATED COSTS $26,000.00 $19,325.54 $3,127.02 $1,112.80 $2,434.38 TOTAL CONSTRUCTION COSTS WITH PRORATED ITEMS $481,623.75 $357,988.29 $57,927.02 $20,612.80 $45,095.38 +7.5% SOFT COST $36,121.78 $26,849.12 $4,344.53 $1,545.96 $3,382.15 +5% CONTINGENCY $22,781.19 $16,933.14 $2,740.00 $975.00 $2,133.05 TOTAL PROJECT COST $540,526.721 $401,770.551 $65,011.551 $23,133.76 $50,610.58 MISSION HILLS AREA TOTAL = $540,526.44 263 2023 STREET IMPROVEMENTS CITY OF CHANHASSEN 111912023 SADDLEBROOK AREA IMPROVEMENTS ITEM NO. A UNIT UNIT COST TOTAL QUANTITY TOTAL COST CITY OF CHANHASSEN ROADWAY WATERMAIN SANITARY SEWER STORM SEWER QUANTITY COST QUANTITY COST QUANTITY COST QUANTITY COST BASE BID 1 MOBILIZATION LUMP SUM $96 000.00 1 $96 000.00 0.725 $69 600.00 0.071 $6 816.00 0.036 $3.456.00 0.168 $16,128.00 2 CLEARING EACH $400.00 5 $2 000.00 5.000 $2 000.00 3 GRUBBING EACH $120.00 5 $600.00 5.000 $600.00 4 REMOVE DRAINAGE STRUCTURE EACH $495.00 18 $8 910.00 18.000 $8 910.00 5 SALVAGE & INSTALL MAIL BOX SUPPORT EACH $275.00 140 $38 500.00 140.000 $38 500.00 6 SALVAGE & REINSTALL SIGN EACH $275.00 9 $2 475.00 9.0001 $2 475.00 7 REMOVE GATE VALVE & BOX EACH $550.00 1 $550.00 1 1.000 $550.00 8 SAWING BIT PAVEMENT FULL DEPTH LIN FT $2.75 1588 $4 367.00 1588.000 $4 367.00 9 REMOVE RETAINING WALL SO FT $30.00 50 $1 500.00 50.000 $1 500.00 10 REMOVE SEWER PIPE STORM LIN FT $22.00 96 $2 112.00 96.000 $2,112.00 11 REMOVE CURB AND GUTTER LIN FT $7.251 4895 $35 488.75 4895.000 $35 488.75 12 REMOVE CONCRETE WALK SO FT $4.00 4018 $16 072.00 4018.000 $16 072.00 13 REMOVE CONCRETE DRIVEWAY PAVEMENT SO FT $3.00 1736 $5 208.00 1736.000 $5 208.00 14 REMOVE BITUMINOUS DRIVEWAY/TRAIL PAVEMENT SO FT $1.75 8848 $15 484.00 8848.000 $15 484.00 15 REMOVE & REPLACE GV BOX SECTION LBS $11.00 399 $4 389.00 399.000 $4 389.00 16 SALVAGE & INSTALL BRICK PAVERS SO FT $17.00 517 $8 789.00 517.000 $8 789.00 17 COMMON EXCAVATION (EV) (P CU YD $30.00 4426 $132 780.00 4426.000 $132 780.00 18 SUBGRADE EXCAVATION EV CU YD $22.00 219 $4 818.00 219.000 $4 818.00 19 SELECT GRANULAR EMBANKMENT CU YD $24.50 1645 $40 302.50 1645.000 $40 302.50 20 STABILIZING AGGREGATE CV CU YD $33.00 219 $7 227.00 219.000 $7 227.00 21 DEWATERING LUMP SUM $5 000.00 1 $5 000.00 1.000 $5 000.00 22 SUBGRADE PREPARATION SO YD $2.00 2244 $4 488.00 2244.000 $4 488.00 23 STREET SWEEPER WITH PICKUP BROOM HR $125.00 15 $1 875.00 15.000 $1 875.00 24 WATER M GAL $30.00 50 $1 500.00 50.000 $1 500.00 25 AGGREGATE BASE CLASS 5 CV CU YD $10.00 842 $8 420.00 842.000 $8 420.00 26 FULL DEPTH RECLAMATION SO YD $4.00 22178 $88 712.00 22178.000 $88 712.00 27 DIAMOND GRIND SIDEWALK JOINT LIN FT $25.00 30 $750.00 30.000 $750.00 28 TYPE SP 9.5 WEARING COURSE MIX 3,C TON $95.00 2919 $277 305.00 2919.000 $277 305.00 29 TYPE SP 12.5 NON WEAR COURSE MIX 3 C TON $88.00 2919 $256 872.00 2919.000 $256 872.00 30 BITUMINOUS DRIVEWAY/TRAIL PAVEMENT SO FT $5.75 8848 $50 876.00 8848.000 $50 876.00 31 4" PERF TP PIPE DRAIN LIN FT $23.00 1259 $28 957.00 1259.000 $28 957.00 32 4" PIPE DRAIN CLEANOUT EACH $435.00 8 $3480.00 8.000 $3480.00 33 CONNECT TO EXISTING PIPE DRAIN EACH $330.00 2 $660.00 2.000 $660.00 34 12" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $80.00 88 $7 040.00 88.000 $7,040.00 35 15" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $90.00 16 $1 440.00 16.000 $1,440.00 36 CONNECT TO EXISTING STORM SEWER EACH $775.00 19 $14 725.00 19.000 $14 725.00 37 CONNECT TO EXISTING STORM STRUCTURE EACH $775.00 3 $2 325.00 3.000 $2,325.00 38 SANITARY SEWER MANHOLE MAINTENANCE EACH $1 000.00 1 $1 000.00 1.000 $1,000.00 39 STORM STRUCTURE MAINTENANCE EACH $700.00 2 $1 400.00 2.000 $1 400.00 40 CURED IN PLACE PIPE LINING CIPP 12" STORM LIN FT $100.00 238 $23 800.00 238.000 $23 800.00 41 CURED IN PLACE PIPE LINING CIPP 24" STORM LIN FT $145.00 165 $23 925.00 165.000 $23 925.00 42 EXPLORATORY EXCAVATION VAC TRUCK HR $300.00 10 $3 000.00 10.000 $3 000.00 43 HYDRANT EACH $7,000.00 2 $14 000.00 2.000 $14 000.00 44 8" GATE VALVE & BOX EACH $2,200.00 4 $8 800.00 4.000 $8 800.00 45 VALVE BOLT REPLACEMENT EACH $3,200.00 34 $108,800.00 34.000 $108,800.00 46 CHANHASSEN 26" LID EACH $275.00 51 $14 025.00 51.000 $14 025.00 47 ADJUST FRAME & RING CASTING SANITARY EACH $770.00 51 $39 270.00 51.000 $39 270.00 48 CASTING ASSEMBLY STORM EACH $700.001 18 $12 600.00 18.000 $12 600.00 49 CHIMNEY SEAL EACH $300.00 51 $15 300.00 51.000 $15 300.00 50 ADJUST FRAME & RING CASTING STORM EACH $700.00 16 $11 200.00 16.000 $11 200.00 51 CONSTRUCT DRAINAGE STRUCTURE EACH $8 750.00 13 $113,750.00 13.000 $113,750.00 52 STANDARD SUMP STRUCTURE EACH $13 000.00 4 $52 000.00 4.000 $52 000.00 53 STANDARD SUMP STRUCTURE W/BAFFLE EACH $20 000.00 1 $20 000.00 1.000 $20 000.00 54 CONSTRUCT OUTLET CONTROL STRUCTURE EACH $20 000.00 1 $20 000.00 1.000 $20 000.00 55 6" CONCRETE WALK SO FT $18.00 5376 $96 768.00 5376.0001 $96 768.00 56 DRILL AND GROUT REINF BARS EPDXY COATED EACH $60.00 164 $9 840.00 164.000 $9 840.00 57 CONCRETE CURB & GUTTER DESIGN SURMOUNTABLE LIN FT $26.00 4895 $127,270.00 4895.000 $127 270.00 58 CONCRETE DRIVEWAY PAVEMENT SO FT $10.00 1736 $17 360.00 1736.000 $17 360.00 59 TRUNCATED DOMES SO FT $60.00 280 $16 800.00 280.000 $16 800.00 60 TRAFFIC CONTROL LUMP SUM $3 500.00 1 $3 500.00 0.725 $2 537.50 0.071 $248.50 0.036 $126.00 0.168 $588.00 61 EROSION CONTROL SUPERVISOR LUMP SUM $2 500.00 1 $2 500.00 1.000 $2 500.00 62 STABILIZED CONSTRUCTION EXIT LUMP SUM $3 300.00 1 3,300.001 1.000 $3 300.00 63 STORM DRAIN INLET PROTECTION EACH $165.00 36 $5 940.00 36.000 $5 940.00 64 SILT FENCE TYPE MS LIN FT $2.75 750 $2 062.50 750.000 $2 062.50 65 SEDIMENT CONTROL LOG TYPE STRAW LIN FT $3.75 750 $2 812.50 750.000 $2 812.50 66 LANDSCAPING ALLOWANCE ALLOWANCE $7 500.00 1 $7 500.00 1.000 $7 500.00 67 IRRIGATION SYSTEM & ELECTRIC FENCE REPAIR ALLOWANCE ALLOWANCE $7 500.00 1 $7 500.00 1.000 $7 500.00 68 HYDROMULCH W/SEED MIXTURE 25-151 SO YD $6.00 1500 $9 000.00 1500.000 $9 000.00 69 SODDING TYPE LAWN SO YD $20.00 1901 $38 020.00 1901.000 $38 020.00 TOTAL CONSTRUCTION COST LESS PRORATED $1,915,540.25 $1,388,519.25 $136,539.00 $69,595.00 $320,887.00 PRORATED PERCENTAGE 1.0000 0.725 0.071 0.036 0.168 PRORATED COSTS $99 500.00 $72 137.50 $7 064.50 $3 582.00 $16 716.00 TOTAL CONSTRUCTION COSTS WITH PRORATED ITEMS $2,015,040.25 $1,460,656.75 $143,603.50 $73,177.00 $337,603.00 +7.5% SOFT COST $151,128.02 $109,549.26 $10 770.26 $5,488.28 $25,320.23 +5% CONTINGENCY1 $95,777.01 $69,425.96 $6,826.95 1 $3,479.751 $16,044.35 TOTAL PROJECT COSTI $2,261,945.28 $1,639,631.97 $161,200.71 $82,145.03 1 $378,967.58 SADDLEBROOK AREA TOTAL = $2,261,945.28 264 Appendix C: City Assessment Practice 265 CITY OF CHANHASSEN ASSESSMENT POLICY Last updated January 2022 The City of Chanhassen's Assessment Policy is intended to provide general direction to City Staff and their consultants in preparation of assessment rolls to ensure fair and consistent treatment of all properties within the City that are subject to an assessment. This document will also be used to educate and explain to property owners about the Policy. All assessments shall follow the process outlined in Minnesota State Statues, Chapter 429, which gives the City the legal authority to assess property. This Policy may not apply in all circumstances, at which time the City Council may direct staff to determine an alternate assessment methodology. All benefiting properties that currently have access, or may have future access, to the public street being reconstructed or rehabilitated shall be included in the assessment roll. This includes property with a shared driveway or private street access to the public street, except where said private street meets applicable criteria to allow for a reduced or no assessment. Applicable criteria includes whether the private street has standard street width, section, and turn -around. There are various ways to calculate assessments, typically done based on the number of parcels, an area, or linear foot calculation. The City shall use the calculation method that creates a reasonable distribution of assessments across the entire roll. When more than one "neighborhood" is contained within the same project, the assessment shall be calculated per each neighborhood, rather than the total project. Public property, private associations, and non -profits will be included in the calculations. Commercial, Medium, and High Density Residential property shall be assessed based on a reasonable determination of vehicular traffic generated. NEW CONSTRUCTION: 100% assessed to all benefitting properties. New construction is typically paid for by the development itself and therefore not formally assessed. In some instances, the City will undertake proactive installation of public utilities to unserved areas and then assess the benefiting properties for the added service. In other instances properties may petition the City directly for the installation of the public improvement. Assessable Costs Include: • Construction of a new public street, trail and/or sidewalk. • Installation of public water main, storm sewer and/or sanitary sewer system, including appurtenances (structures, valves, hydrants, lift stations, etc.), where it did not previously exist. • Indirect costs (design, legal, and administration fees). Notes: • Oversizing of streets and utilities beyond what is needed for the development itself, are paid for by the City and are typically not assessed. RECONSTRUCTION/REHABILITATION: 40% assessed to all benefitting properties Assessable Costs Include: • Pavement associated with public streets, trails and/or sidewalks. This includes draintile, geotechnical (soil corrections, etc.), and other improvements needed to support the function of the pavement structure. • Curb and gutter, including curb impacted solely by utility improvements. • Driveway pavement directly affected by the project work. • Multi -Modal improvements such as ADA ramps and actuated pedestrian crossings such as Rectangular Rapid - Flashing Beacons (RRFB's). 266 Page 1 of 2 • Signing and stripping. • Retaining walls required within the Right -of -Way. • Tree removal and/or landscaping improvements directly affected by the project work. • Applicable percentage of indirect costs (design, legal, and admin fees). Notes: • Rehabilitation is typically defined as mill and overlay and/or full depth reclamation activities. • If a residential property benefits from a collector street, the assessment amount shall be based on an equitable formula compared to a typical local roadway, including normalizing to a 31-foot wide street, street section, and other applicable factors. • Pavement projects on streets that provide direct access to Chanhassen property(s) that are being implemented by an adjacent municipality shall not be assessed to the Chanhassen property(s) unless the adjacent municipality is assessing the benefitting property in their jurisdiction as part of the project. • Replacement or repair of existing public water main, storm sewer and/or sanitary sewer shall not be assessed. The City will pay 100% of these improvement costs out of the associated enterprise fund. REGULAR MAINTENANCE: Benefiting properties are not assessed • Activities Include: Pavement patching, pothole filling, crack sealing, chip sealing, sealcoating, and re -stripping. ASSESSMENT PAYMENT OPTIONS • Assessments can be paid in full up front with no charge, or added to annual property taxes with interest. • If elected to be added to annual property taxes, the balance can be paid off at any time during the term if later requested by the property owner. • Interest will be charged to property owners who choose to not pay their assessments in full by November 151n in the year the special assessment is levied. The interest rate will be equal to the average interest cost of the City's most recent bond issue plus 2%. If the City has not issued bonds in the past year, the City will use the current municipal bond index rate for AAA rated issuers at the time the special assessment is approved. • Unless approved otherwise by the City Council, the maximum financing term for assessments shall be as follows: o $0-$500 1 year o $501-$2,500 5 years o $2,501-$5,000 8 years o $5,001 and above 10 years The City has developed a Frequently Asked Questions (FAQ) document addressing the most common questions concerning assessments. The FAQ document can be found on the City's website. 267 Page 2 of 2 CITY OF CHANHASSEN FAQs: ASSESSMENTS What are assessments? Assessments are charges to benefiting properties utilized to help finance an improvement project. In Chanhassen and most metro area cities, assessments are used to help finance street reconstruction and rehabilitation projects. These projects are programmed via the Pavement Management Program (PMP). Minnesota State Statutes, Chapter 429, allows the City the authority to assess for projects. Who is assessed for a street improvement project? Owners of property that directly access a public street, or that have a private driveway that has access to a public street, or that have potential future access within the project area are assessed. These properties are determined to be "benefitting properties" and are assessed a cost based on the City's Assessment Policy. Does the City have an Assessment Policy? Yes. It can be found on the City's website at this location: https://www.ci.chanhassen.mn.us/432/Assessment-Policy The City started assessing for street improvements in 1993. The Policy was last updated in January 2022. For the construction of a new public streets or public utilities, 100% of the cost is assessed to the benefitting properties. For an improvement project of an existing street, 40% of the cost is assessed to the benefitting properties and the City pays 60% of the street improvement cost. 100% of the public storm sewer, sanitary sewer and water main costs associated with the project are paid by the associated utility enterprise funds and are not included in the cost assessed to the benefitting properties. Why does the City assess for street improvement projects? Why doesn't the City pay 100% of the project cost? Public streets are part of the City's Multi -Modal transportation system to provide access to all residents. The City acknowledges the system benefit of a street project by paying 60% of the project cost. Benefitting properties use the roads to get to and from their property on a daily basis, which is why they are assessed 40% of the street project cost. When someone buys a new home in a new subdivision, the cost to construct the new infrastructure was incorporated into the purchase price of the home and property by the Developer and thus was the initial assessment to the property. When is the assessment amount determined? An estimate of the assessment is calculated with the Feasibility Study, which is typically completed six months to a year before a project begins. The final assessment amount is based on the lowest responsible bid amount and is set by City Council at the assessment hearing, G:\ENG\Assessments\Assessment FAQ 2022 Update- Clean.dou Page 1 & 2 268 which typically occurs in April or May of the construction year. Properties being assessed for the project are notified of the assessment hearing formally by US mail, but the process is also communicated by the City via its website, public open houses, the Chanhassen Connection, social media, and at City Council meetings. What are the payment options for assessments? Please refer to the timeline below for payment options. The City does not accept partial payments of the assessment. Payments received by Assessment Hearing & Payments this date are charged final assessment received by the interest that has amount is determined this date are accrued from the and the Assessment not charged date the Assessment Roll is adopted interest Roll is adopted April or May 90 days after End of the year (typically) the Assessment Roll is adopted Annual payments to the assessment are paid with your property taxes. Interest is collected each year based on the outstanding principle owed on the assessment Term of the assessment* *You can pay off an assessment after it has been certified to your property taxes. The City of Chanhassen Finance Department will calculate the payoff amount, which will include the interest. The Term is based on a tiered amount found in the Policy. Why does the City charge interest on assessments? The City finances the entire project cost until all the assessments have been paid. The interest charged on assessments is the rate the City pays for the bonding (as of the date of the assessment) plus 2%. The interest charged is calculated as simple interest and not a compound interest. Benefitting property owners are encouraged to consult private financial institutions for other ways that can be used to pay off the assessment. This allows the property owner the ability to negotiate the term and interest rates within the competitive market and may have some tax advantages. What does the Franchise Fees Pay for? The Franchise Fees (passed in 2018) help pay for the City's cost of the project. In lieu of Franchise Fees, the annual property tax levy would have to be adjusted to fund the overall Pavement Management Program (PMP). How can I provide input on the project and the planned improvements? A couple ways: 1. The City and their design consultants typically hold 2 public open houses during the project implementation process. You can attend one or both of these and verbally discuss the project or provide written comments on a comment card at those meetings. 2. Call the City's Engineering Department at (952) 227-1160 and talk to one of the staff working on the project. 3. E-mail the City's Engineering Department at Engineering@ci.chanhassen.mn.us and provide your comments or concerns. G:\ENG\Assessments\Assessment FAQ 2022 Update- Clean.docx Page 2 of 2 269 Appendix D: Storm Pond Figures 270 Chanhassen Pond Cleanings Exhibit 1: As -Built Pond Depth - Mission Hills Pond BOLTON City of Chanhassen 2023 �Y & MEN K Real People, Real Sol utions- Legend e l Pond Boundary As -Built Pond Depth High: 892.00 Low: 881.10 o so Feet ti W# Or f f 5-0 (n T O l 27' 0 Chanhassen Pond Cleanings Exhibit 2: Current Pond Depth - Mission Hills Pond BOLTON City of Chanhassen 2023 S & MEN K Real People, Real Solutions- >t i J C Legend e i3 Pond Boundary Current Pond Depth - High: 892.00 Low: 882.20 o so Feet ti W • 5-0 (N T O l Chanhassen Pond Cleanings Exhibit 3: Sediment Accumulation - Mission Hills Pond BOLTON City of Chanhassen 2023 �Y & MEN K Real People, Real Solutions- 0 F I 6..j Legend e C3Pond Boundary Sediment Accumulation (ft) High : 1.29 Low: 0.00 o so Feet tiW# 5-0 '�s I 3 Chanhassen Pond Cleani City of Chanhassen Legend e L_ 3 Pond Boundary As -Built Pond Depth High : 76.00 Low : 968.67 o so Feet Exhibit 1: As -Built Pond Depth - Walker Pond BOLTON & MENK 2023 Real People, Reaf Sol utions- .• 1 t� " dot +r. I V k 274 Chanhassen Pond Cleani City of Chanhassen Legend e L_ 3 Pond Boundary Current Pond Depth High : 976.00 Low : 970.47 o so Feet Exhibit 2: Current Pond Depth - Walker Pond BOLTON & MENK 2023 Real People, Reaf Sol utions- .• 1 t� V BM k 275 Chanhassen Pond Cleani City of Chanhassen Legend e L_ 3 Pond Boundary Sediment Accumulation (ft) High : 1.79 Low: 0.00 0 50 Feet Exhibit 3: Sediment Accumulation - Walker Pond BOLTON & MENK 2023 Real People, Real Solutions- .• 1 t� I 276 CITY OF CHANHASSEN ASSESSMENT POLICY Last updated January 2022 The City of Chanhassen's Assessment Policy is intended to provide general direction to City Staff and their consultants in preparation of assessment rolls to ensure fair and consistent treatment of all properties within the City that are subject to an assessment. This document will also be used to educate and explain to property owners about the Policy. All assessments shall follow the process outlined in Minnesota State Statues, Chapter 429, which gives the City the legal authority to assess property. This Policy may not apply in all circumstances, at which time the City Council may direct staff to determine an alternate assessment methodology. All benefiting properties that currently have access, or may have future access, to the public street being reconstructed or rehabilitated shall be included in the assessment roll. This includes property with a shared driveway or private street access to the public street, except where said private street meets applicable criteria to allow for a reduced or no assessment. Applicable criteria includes whether the private street has standard street width, section, and turn -around. There are various ways to calculate assessments, typically done based on the number of parcels, an area, or linear foot calculation. The City shall use the calculation method that creates a reasonable distribution of assessments across the entire roll. When more than one "neighborhood" is contained within the same project, the assessment shall be calculated per each neighborhood, rather than the total project. Public property, private associations, and non -profits will be included in the calculations. Commercial, Medium, and High Density Residential property shall be assessed based on a reasonable determination of vehicular traffic generated. NEW CONSTRUCTION: 100% assessed to all benefitting properties. New construction is typically paid for by the development itself and therefore not formally assessed. In some instances, the City will undertake proactive installation of public utilities to unserved areas and then assess the benefiting properties for the added service. In other instances properties may petition the City directly for the installation of the public improvement. Assessable Costs Include: • Construction of a new public street, trail and/or sidewalk. • Installation of public water main, storm sewer and/or sanitary sewer system, including appurtenances (structures, valves, hydrants, lift stations, etc.), where it did not previously exist. • Indirect costs (design, legal, and administration fees). Notes: • Oversizing of streets and utilities beyond what is needed for the development itself, are paid for by the City and are typically not assessed. RECONSTRUCTION/REHABILITATION: 40% assessed to all benefitting properties Assessable Costs Include: • Pavement associated with public streets, trails and/or sidewalks. This includes draintile, geotechnical (soil corrections, etc.), and other improvements needed to support the function of the pavement structure. • Curb and gutter, including curb impacted solely by utility improvements. • Driveway pavement directly affected by the project work. • Multi -Modal improvements such as ADA ramps and actuated pedestrian crossings such as Rectangular Rapid - Flashing Beacons (RRFB's). 277 Page 1 of 2 • Signing and stripping. • Retaining walls required within the Right -of -Way. • Tree removal and/or landscaping improvements directly affected by the project work. • Applicable percentage of indirect costs (design, legal, and admin fees). Notes: • Rehabilitation is typically defined as mill and overlay and/or full depth reclamation activities. • If a residential property benefits from a collector street, the assessment amount shall be based on an equitable formula compared to a typical local roadway, including normalizing to a 31-foot wide street, street section, and other applicable factors. • Pavement projects on streets that provide direct access to Chanhassen property(s) that are being implemented by an adjacent municipality shall not be assessed to the Chanhassen property(s) unless the adjacent municipality is assessing the benefitting property in their jurisdiction as part of the project. • Replacement or repair of existing public water main, storm sewer and/or sanitary sewer shall not be assessed. The City will pay 100% of these improvement costs out of the associated enterprise fund. REGULAR MAINTENANCE: Benefiting properties are not assessed • Activities Include: Pavement patching, pothole filling, crack sealing, chip sealing, sealcoating, and re -stripping. ASSESSMENT PAYMENT OPTIONS • Assessments can be paid in full up front with no charge, or added to annual property taxes with interest. • If elected to be added to annual property taxes, the balance can be paid off at any time during the term if later requested by the property owner. • Interest will be charged to property owners who choose to not pay their assessments in full by November 151n in the year the special assessment is levied. The interest rate will be equal to the average interest cost of the City's most recent bond issue plus 2%. If the City has not issued bonds in the past year, the City will use the current municipal bond index rate for AAA rated issuers at the time the special assessment is approved. • Unless approved otherwise by the City Council, the maximum financing term for assessments shall be as follows: o $0-$500 1 year o $501-$2,500 5 years o $2,501-$5,000 8 years o $5,001 and above 10 years The City has developed a Frequently Asked Questions (FAQ) document addressing the most common questions concerning assessments. The FAQ document can be found on the City's website. 278 Page 2 of 2 Q CITY OF CHANHASSEN FAQs: ASSESSMENTS What are assessments? Assessments are charges to benefiting properties utilized to help finance an improvement project. In Chanhassen and most metro area cities, assessments are used to help finance street reconstruction and rehabilitation projects. These projects are programmed via the Pavement Management Program (PMP). Minnesota State Statutes, Chapter 429, allows the City the authority to assess for projects. Who is assessed for a street improvement project? Owners of property that directly access a public street, or that have a private driveway that has access to a public street, or that have potential future access within the project area are assessed. These properties are determined to be "benefitting properties" and are assessed a cost based on the City's Assessment Policy. Does the City have an Assessment Policy? Yes. It can be found on the City's website at this location: https://www.ci.chanhassen.mn.us/432/Assessment-Policy The City started assessing for street improvements in 1993. The Policy was last updated in January 2022. For the construction of a new public streets or public utilities, 100% of the cost is assessed to the benefitting properties. For an improvement project of an existing street, 40% of the cost is assessed to the benefitting properties and the City pays 60% of the street improvement cost. 100% of the public storm sewer, sanitary sewer and water main costs associated with the project are paid by the associated utility enterprise funds and are not included in the cost assessed to the benefitting properties. Why does the City assess for street improvement projects? Why doesn't the City pay 100% of the project cost? Public streets are part of the City's Multi -Modal transportation system to provide access to all residents. The City acknowledges the system benefit of a street project by paying 60% of the project cost. Benefitting properties use the roads to get to and from their property on a daily basis, which is why they are assessed 40% of the street project cost. When someone buys a new home in a new subdivision, the cost to construct the new infrastructure was incorporated into the purchase price of the home and property by the Developer and thus was the initial assessment to the property. When is the assessment amount determined? An estimate of the assessment is calculated with the Feasibility Study, which is typically completed six months to a year before a project begins. The final assessment amount is based on the lowest responsible bid amount and is set by City Council at the assessment hearing, G:\ENG\Assessments\Assessment FAQ 2022 Update- Clean.dou Page 1 & 2 279 which typically occurs in April or May of the construction year. Properties being assessed for the project are notified of the assessment hearing formally by US mail, but the process is also communicated by the City via its website, public open houses, the Chanhassen Connection, social media, and at City Council meetings. What are the payment options for assessments? Please refer to the timeline below for payment options. The City does not accept partial payments of the assessment. Payments received by Assessment Hearing & Payments this date are charged final assessment received by the interest that has amount is determined this date are accrued from the and the Assessment not charged date the Assessment Roll is adopted interest Roll is adopted April or May 90 days after End of the year (typically) the Assessment Roll is adopted Annual payments to the assessment are paid with your property taxes. Interest is collected each year based on the outstanding principle owed on the assessment Term of the assessment* *You can pay off an assessment after it has been certified to your property taxes. The City of Chanhassen Finance Department will calculate the payoff amount, which will include the interest. The Term is based on a tiered amount found in the Policy. Why does the City charge interest on assessments? The City finances the entire project cost until all the assessments have been paid. The interest charged on assessments is the rate the City pays for the bonding (as of the date of the assessment) plus 2%. The interest charged is calculated as simple interest and not a compound interest. Benefitting property owners are encouraged to consult private financial institutions for other ways that can be used to pay off the assessment. This allows the property owner the ability to negotiate the term and interest rates within the competitive market and may have some tax advantages. What does the Franchise Fees Pay for? The Franchise Fees (passed in 2018) help pay for the City's cost of the project. In lieu of Franchise Fees, the annual property tax levy would have to be adjusted to fund the overall Pavement Management Program (PMP). How can I provide input on the project and the planned improvements? A couple ways: 1. The City and their design consultants typically hold 2 public open houses during the project implementation process. You can attend one or both of these and verbally discuss the project or provide written comments on a comment card at those meetings. 2. Call the City's Engineering Department at (952) 227-1160 and talk to one of the staff working on the project. 3. E-mail the City's Engineering Department at Engineering@ci.chanhassen.mn.us and provide your comments or concerns. G:\ENG\Assessments\Assessment FAQ 2022 Update- Clean.docx Page 2 of 2 280 City Council Item January 23, 2023 Item Resolution 2023-XX: Accept Feasibility Study and Call Public Hearing for 2023 City Mill & Overlay Project No. 23-04 File No. Project #2023-04 Item No: E.10 Agenda Section CONSENT AGENDA Prepared By Erik Henricksen, Project Engineer Reviewed By Charlie Howley SUGGESTED ACTION "The Chanhassen City Council adopts a resolution accepting the feasibility report for the 2023 City Mill & Overlay Project No. 23-04 and calls for a Public Hearing to be held on February 13, 2023." Motion Type I Simple Majority Vote of members present Strategic Asset Management Priority SUMMARY Consider accepting the feasibility study prepared for the 2023 Mill and Overlay project and calling for a public hearing to be held at the February 13, 2023 City Council meeting. BACKGROUND As part of the overall Pavement Management Program (PMP), the city annually plans to rehabilitate a section or sections of public streets across the City. The five-year Capital Improvement Plan (CIP) identifies the near -term streets to be rehabilitated. The proposed 2023 Mill & Overlay project (#23-04) includes the mill and overlay of approximately 0.3 miles of existing residential streets in the following three neighborhoods: Sunridge Court, Oakside Circle and Creekwood Drive. This is in addition to the larger 2023 Street Improvement project. The projects are separated out in an attempt to reduce overall project costs. The Mill & Overlay project is on streets that have no existing sewer and water utilities, and the proposed work is merely to perform a maintenance task for the pavement itself without 281 associated ancillary work typical on the larger rehabilitation projects. DISCUSSION The proposed 2023 Mill & Overlay project (#23-04) includes the mill and overlay of approximately 0.3 miles of existing residential streets in the following three neighborhoods: Sunridge Court, Oakside Circle and Creekwood Drive. The street segments within the proposed project were identified by the city's pavement management software in conjunction with site investigation. The proposed improvements generally consist of milling two inches of the bituminous pavement surface and overlaying two inches of new bituminous surface, removal and replacement of severe pavement distresses, and minor drainage improvements within one project area (Creekwood Drive). Sunridge Court: Sunridge Court is 0.1 miles and was originally constructed in 1988 when the area developed with the Sun Ridge plat, approved in 1987. Sealcoats were performed in 1992, 1998, and 2011 along with regular street maintenance activities such as pothole patching. The street is not considered an urbanized section as curb and gutter and associated stormwater drainage systems were not installed with the original construction. In 1990, SWMP Project #19-90-08 installed a catch basin at the end of the cul-de-sac as well as bituminous curb to address drainage issues. In 1998, public sanitary sewer and water mains were extended from the development to the north, Bluff Creek Estates 4th Addition, to service 1851 Sunridge Court. The sanitary sewer was extended south within the backyards of the 1851 and 1861 Sunridge Court, while the water main was brought to the cul-de-sac located at the end of Sunridge Court. These utility extensions can facilitate future extensions as identified in the 2040 Comprehensive Plan when petitioned by the residents of Sunridge Court. Oakside Circle: Oakside Circle is 0.1 miles and was originally constructed in 1984 when the area developed with the Hillside Oaks plat, approved in 1984. Sealcoats were performed in 1992, 1997, and 2005 along with regular street maintenance activities such as pothole patching. The street is not considered an urbanized section as curb and gutter and associated stormwater drainage systems were not installed with the original construction. In 1993, SAP 10-617-14 constructed street improvements along Powers Boulevard from TH 5 to Lyman Boulevard which included urbanizing the corridor (curb, gutter and storm sewer improvements), constructing a bituminous walk, and other utility improvements. This project also installed sanitary sewer and water main stubs to Oakside Circle to facilitate future extensions as identified in the 2040 Comprehensive Plan when petitioned by the residents of Oakside Circle. Creekwood Drive: Creekwood Drive is 0.1 miles and was originally constructed in 1973. Sealcoats were performed in 1992 and 2005 with a mill and overlay conducted in 1996. Regular street maintenance activities such as pothole patching have also occurred throughout the years. The street was not originally constructed as an urbanized section as curb and gutter and associated stormwater drainage systems were not installed; however, with the TH 101 project completed in 2021, approximately 370 feet of Creekwood Drive from the intersection of TH 101 west was upgraded to an urbanized section as well as sanitary sewer and water mains stubbed for future extension. In 2019 the city conducted emergency street repairs to a 190-foot section of Creekwood Drive which became impassable due to the age of the road, underlying soils, and frost heaving. All areas were identified by the city's pavement management software in conjunction with site investigations as needing rehabilitation. The proposed two-inch mill and overlay for all areas proposed will improve the condition of the pavement and is found to be feasible, necessary and cost effective. 282 BUDGET The estimated cost for the proposed improvements are $101,922.61. The street costs include a 5% construction cost contingency. A summary of the estimated project area costs and funding sources are as follows: Project Area o Estimated Street Costs (40 /a assessed to benefitting properties) Sunridge Court $48,252.01 Oakside Circle $29,558.75 Creekwood Drive $24,111.86 GRAND TOTAL $101,922.61 A portion of the proposed improvements are to be paid by special assessments to the benefitting properties and the remainder will be funded by the City of Chanhassen's Pavement Management Program (PMP) in accordance with the city's Assessment Policy, attached to the Feasibility Report. Benefitting properties within the project area are proposed to be assessed 40% of the street improvement costs ($40,769.04); the remaining project costs will be funded by the city PMP funds ($61,153.57). The city PMP funds are outlined in the attached 2022-2026 CIP page. A breakdown by area of assessment amounts can be found in the Feasibility Report, Appendix C. RECOMMENDATION From an engineering and financing perspective this project is feasible and cost effective. Staff recommends that council accept the feasibility study for City Project Number 23-04 and call for a public hearing to be held during the council meeting on February 13, 2023 to facilitate public input regarding the project. ATTACHMENTS Resolution Streets 5-Year CIP - 2023-2027 23-04 - 2023 Mill & Overlay Project Feasibility Report Assessment Policy CIP #ST-012 (2022-26) 283 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: January 23, 2023 RESOLUTION NO: 2023-XX MOTION BY: SECONDED BY: A RESOLUTION ACCEPTING THE FEASIBILITY STUDY AND CALLING FOR THE PUBLIC HEARING FOR THE 2023 MILL AND OVERLAY PROJECT NO.23-04 WHEREAS, a feasibility report has been prepared by city staff. with reference to the above - referenced project, and this report is being received by the Council on January 23, 2023; and WHEREAS, the report provides information regarding whether the proposed project is necessary, cost-effective, and feasible; whether it should best be made as proposed or in connection with some other improvement; the estimated cost of the improvement as recommended; and a description of the methodology used to calculate individual assessments for affected parcels. NOW THEREFORE, BE IT RESOLVED by the Chanhassen City Council: 1. The Council will consider the improvement of such project in accordance with the report and the assessment of abutting properties for a portion of the cost of the improvement pursuant to Minnesota Statutes, Chapter 429 at an estimated total cost of the street improvements of $101,922.61. 2. A public hearing for the proposed improvements within the 2023 Mill and Overlay Project No. 23-04 shall be held on February 13, 2023, in the Council Chambers of City Hall at 7:00 PM. PASSED AND ADOPTED by the Chanhassen City Council this 23rd day of January, 2023. ATTEST: Kim Meuwissen, City Clerk YES Elise Ryan, Mayor NO ABSENT 284 City of Chanhassen 5-Year CIP Pavement Management Plan (PMP) - Streets (2023-2027) ly N CITY OF CHANHASSEN, MN January 2023 Engineering Department 7700 Market Blvd, Chanhassen, MN 55317 2023 MILL & OVERLAY FEASIBILITY REPORT Project #23-04 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. By. Erik Henricksen, P.E. License No. 59414 Date: 1/18/2023 286 TABLE OF CONTENTS EXECUTIVESUMMARY..................................................................................................................................3 I. INTRODUCTION..................................................................................................................................... 6 SunridgeCourt..............................................................................................................................................7 OaksideCircle................................................................................................................................................8 CreekwoodDrive...........................................................................................................................................9 II. EXISTING CONDITIONS........................................................................................................................10 III. PROPOSED PUBLIC IMPROVEMENTS..................................................................................................10 IV. RIGHT OF WAY AND EASEMENT REQUIREMENTS..............................................................................10 V. ESTIMATED COSTS..............................................................................................................................11 VI. METHOD OF FINANCING.....................................................................................................................11 VII. ESTIMATED ASSESSMENTS.................................................................................................................11 VIII. PROJECT SCHEDULE............................................................................................................................13 IX. SUMMARY AND RECOMMENDATIONS...............................................................................................13 AppendixA: Assessment Policy............................................................................................................................14 AppendixB: Cost Estimates...................................................................................................................................18 Appendix C: Preliminary Assessment Rolls..........................................................................................................20 Figure 1 - 2023 Mill & Overlay Project (23-04)............................................................................................. 3 Figure2 - Sunridge Court..............................................................................................................................7 Figure3 - Oakside Circle................................................................................................................................8 Figure4 - Creekwood Drive...........................................................................................................................9 Table1 - Estimated Costs by Area.................................................................................................................4 Table 2 - Street Segment Summary & OCI..................................................................................................10 Table 3 - Estimated Costs by Area...............................................................................................................11 Table 4 - Total Special Assessment Amount...............................................................................................11 2 287 EXECUTIVE SUMMARY This Feasibility Report has been prepared for the 2023 Mill & Overlay Project, City Project 23-04 as shown in Figure 1. The proposed project includes: • Sunridge Court, 0.3 miles north of the intersection of Lyman Boulevard and Audubon Road; • Oakside Circle, 0.1 miles north of the intersection of Powers Boulevard and Lyman Boulevard; • Creekwood Drive, 0.5 miles south of the intersection of Trunk Highway 101(Great Plains Boulevard) and Pioneer Trail. &g4uul Pxl .hta i SWticw Anen,Rd G�ttn Pao np - i }e Nni PUR 10E- I.Je4e�ii PwY � N � LJ Sunridge `y Court Oakside i Circle I y �1` r t9t 212 Ru+o Lyman NA a i)+ F Legend 1 Q Project Areas i � ^/ 2423 Pavement Rehabilitation Crerted By: City of (�anLasarn - Enginecivg ❑eputmmr Date Ctealcd: 1J18/t023 Figure 1 - 2023 Mill & Overlay Project (23-04) 3 2 a Sit 14 v Creekwood Drive a cw� i � Atiia 0 oe 7 288 The proposed project includes the mill and overlay of approximately 0.3 miles of existing residential streets, including: The street segments within the proposed project were identified by the City's pavement management software in conjunction with site investigation. The proposed improvements generally consist of milling 2" of the bituminous pavement surface and overlaying 2" of new bituminous surface, removal and replacement of severe pavement distresses and minor drainage improvements within one project area. The estimated cost for the proposed improvements is $101,922.61. The street costs include a 5% construction cost contingency. A summary of the estimated project area costs and funding sources are as follows: Table 1 - Estimated Costs by Area Project Area Estimated Street Costs (40% assessed to benefitting properties) Sunridge Court $48,252.01 Oakside Circle $29,558.75 Creekwood Drive $24,111.86 GRAND TOTAL $101,922.61 A portion of the proposed improvements are to be paid by special assessments to the benefitting properties and City of Chanhassen Pavement Management Program (PMP) funds in accordance with the city's Assessment Policy, found in Appendix A. Benefitting properties within the project area are proposed to be assessed 40% of the street improvement costs; the remaining project costs will be funded by the City PMP funds. The proposed project schedule is as follows: Accept Feasibility Report/Call Public Hearing Neighborhood Project Open House Public Hearing, Authorize Preparation of Plans and Specifications Approve Plans and Specifications Bid Opening Neighborhood Assessment Open House Assessment Hearing/Award Contract Start Construction Substantial/Final Completion 4 January 23, 2023 February, 1, 2023 February 13, 2023 March 13, 2023 April 6, 2023 April, 2023 May 8, 2023 June, 2023 August, 2023 289 Based on the data within this report, the proposed 2023 Mill & Overlay Project, City Project 23-04, is feasible, necessary, cost-effective and will meet priorities of the City of Chanhassen's Strategic Plan (Financial Sustainability & Asset Management). 5 290 I. INTRODUCTION The proposed project includes the rehabilitation of approximately 0.3 miles of existing residential streets, including: Sunridge Court Oakside Circle Creekwood Drive City of Chanhassen a L s 2023 Mill & Overlay Project (23-04) 117 41 5 Sunridge Legend 0 Project Areas 2023 Pavement Rehabilitation ing nepa�me wL`y'y Figure 1 - 2023 Mill & Overlay Project (23-04) maied By: City of Chan haeeen-En— e created: ]llSr= Rirc Ma nh Court Oakside Circle En 5yeed, 212 w�. way tmt rw.w ray c' u z/ Creekwood � Drive c1e'aOe 3�00 nF � �Fwi 291 Sunridge Court Sunridge Court, as seen in Figure 2, is 0.1 miles and was originally constructed in 1988 when the area developed with the Sun Ridge plat, approved in 1987. Sealcoats were performed in 1992, 1998, and 2011 along with regular street maintenance activities such as pothole patching. The street is not considered an urbanized section as curb and gutter and associated stormwater drainage systems were not installed with the original construction. In 1990, SWMP Project #19-90-08 installed a catch basin at the end of the cul-de-sac as well as bituminous curb to address drainage issues. In 1998, public sanitary sewer and water mains were extended from the development to the north, Bluff Creek Estates 4th Addition, to service 1851 Sunridge Court. The sanitary sewer was extended south within the backyards of the 1851 & 1861 Sunridge Court, while the watermain was brought to the cul-de-sac located at the end of Sunridge Court. These utility extensions can facilitate future extensions as identified in the 2040 Comprehensive Plan when petitioned by the residents of Sunridge Court. Sunridge Court was identified by the City's pavement management software in conjunction with site investigation. The proposed improvements generally consist of a 2" mill and overlay, and severe pavement distresses will be removed and replaced. The proposed improvements will improve the condition of the pavement. Project details, estimated project costs, estimated assessments and funding sources are identified in this report. KQ1 IT. z --V�1 epl e� Q� Valle Rld- a Trl 5 iem ba �I,r r7si Legend 2023 Pavement RehabilRation Lyman Bivd Sewer Gravity Mains P ..ccam� V Water Mains ` e{:re �F°^ .eaEedB Ci nt Chanha.een-E v Oe Imenr 0 Benefiting Parcels w �Fuk Y: ty vgiveeri g Pu Pate CSea[ed: 1i18/m23 [ � _J 7 Figure 2 - Sunridge Court 292 Oakside Circle Oakside Circle, as seen in Figure 3, is 0.1 miles and was originally constructed in 1984 when the area developed with the Hillside Oaks plat, approved in 1984. Sealcoats were performed in 1992, 1997, and 2005 along with regular street maintenance activities such as pothole patching. The street is not considered an urbanized section as curb and gutter and associated stormwater drainage systems were not installed with the original construction. In 1993, SAP 10-617-14 constructed street improvements along Powers Boulevard from TH 5 to Lyman Boulevard which included urbanizing the corridor (curb, gutter and storm sewer improvements), constructing a bituminous walk, and other utility improvements. This project also installed sanitary sewer and water main stubs to Oakside Circle to facilitate future extensions as identified in the 2040 Comprehensive Plan when petitioned by the residents of Oakside Circle. Oakside Circle was identified by the City's pavement management software in conjunction with site investigation. The proposed improvements generally consist of a 2" mill and overlay, and severe pavement distresses will be removed and replaced. The proposed improvements will improve the condition of the pavement. Project details, estimated project costs, estimated assessments and funding sources are identified in this report. 0 Figure 3 - Oakside Circle 293 Creekwood Drive Creekwood Drive, as seen in Figure 4, is 0.1 miles and was originally constructed in 1973. Sealcoats were performed in 1992, and 2005 with a mill and overlay conducted in 1996. Regular street maintenance activities such as pothole patching have also occurred throughout the years. The street was not originally constructed as an urbanized section as curb and gutter and associated stormwater drainage systems were not installed, however with the TH 101 project, which was completed in 2021, approximately 370 feet of Creekwood Drive from the intersection of TH 101 west was upgraded to an urbanized section as well as sanitary sewer and water mains stubbed for future extension. In 2019 the city conducted emergency street repairs to a 190-foot section of Creekwood Drive which became unpassable due to failure of the road. Creekwood Drive was identified by the City's pavement management software in conjunction with site investigation. The proposed improvements generally consist of a 2" mill and overlay, minor surface drainage adjustments to remediate surface water ponding in the road, and replacement of a corrugated metal pipe. The proposed improvements will improve the condition of the pavement. Project details, estimated project costs, estimated assessments and funding sources are identified in this report. City of Chanhassen • ... Drive b 4 212, � m M W 46th St All I \ - - IrHomestead Ln 4 1 i Pioneer Trill - � 1 s a f0a5 c enW.. Great Plains LL- 61,d Ci �akwnaJ Ili Fis Fx� Hesse Farm Rd _ Cp 3te„� 9 Legend ap PLO n �J 2023 Pavement Rehabilitation Sewer Gravity Mains Water Mains K - 0 STO 1111111111111119==F- Rateats ci vFChanLa.een-E ne tn.enr 0 Benefiting Parcels �hvk y: ty ngin ivg par . 0 oac pate Creaeea: l%la%An'L7 0 Figure 4 - Creekwood Drive 294 II. EXISTING CONDITIONS All streets within the project are considered rural street section (no sidewalks or curb and gutter and no substantial storm conveyance systems) and have limited to no public sanitary sewer and water mains. A summary of each street segment is shown in Table 1 below. Table 2 - Street Segment Summary & 00 Street From To Length (ft) Width (ft) OCI Sunridge Court Audubon Road Cul de sac 919 24 36.1 Oakside Circle CSAH 17 (Powers Boulevard) Cul de sac 365 26 18.26 Creekwood Drive 170' E/O Mandan Circle 330' W/O Mandan Circle 500 22 84.76 Pavement condition scores generated by the City's pavement management software were considered along with aerial photography, geotechnical exploration reports, and staff inspection reports when determining street segments within the proposed rehabilitation area. Street segments are surveyed every three years and a score, or Overall Condition Index (OCI), is assigned to the street segment. An OCI of 100 represents a new road. The proposed overlays are a cost-effective alternative for rehabilitating streets where utilities are not present at this time. III. PROPOSED PUBLIC IMPROVEMENTS The proposed standard improvements include a 2" mill and bituminous overlay of the streets within the project areas. There will be spot removal and replacement of severe pavement distresses in all project areas and minor surface drainage improvements through the use of grading and paving techniques within the Creekwood Drive area. As the project areas have limited to no public sanitary sewer, water, or storm sewer systems, as well as no curb and gutter or sidewalks, there are no proposed improvements to these systems. Separate assessment rolls are proposed for each project area. IV. RIGHT OF WAY AND EASEMENT REQUIREMENTS All improvements are expected to be within public right of way. In the event that improvements encroach onto private property it is anticipated that the property owner will grant a right of entry. 10 295 V. ESTIMATED COSTS The estimated costs for the 2023 Mill and Overlay Project, City Project 23-04 are shown in Table 2 below. A 5% construction contingency is included in the street estimate. Cost estimates can be found in Appendix B which shows the cost per square yard to perform mill an overlay improvements for each area. Table 3 - Estimated Costs by Area Project Area Estimated Street Costs (40% assessed to benefitting properties) Sunridge Court $48,252.01 Oakside Circle $29,558.75 Creekwood Drive $24,111.86 GRAND TOTAL $101,922.61 VI. METHOD OF FINANCING Special assessments to the benefitting properties are proposed to pay for 40% of the proposed 2023 Mill and Overlay Project, City Project 23-04. The remaining project costs (60%) are proposed to be paid from City funds. The preliminary funding is shown in Table 3 below: Table 4 - Total Special Assessment Amount Funding Source Amount Budgeted Assessments/Revolving Assessment Fund $61,153.57 $61,153.57 VI I. ESTIMATED ASSESSMENTS Benefitting properties are parcels where the principal driveway or private street access to a public street is or will be within the proposed project area. Benefitting properties area proposed to be assessed for 40% of the street improvement costs associated with this project; City funds are proposed to be used to finance the remainder of the project cost. Unit assessments are proposed for Sunridge Court and Oakside Circle, meaning each benefiting property within these project areas at the time the assessment roll is approved pays the same amount. Preliminary estimated assessments are detailed below. Final assessment amounts will be based on the construction bid price. 11 296 Sunridge Court Total Estimated Street Cost: $48,300 40% assessed: 40% of $48,300 = $19,320 Number of assessable units: 5 Estimated unit assessment: $19,320 - 5 units = $3,900/unit* r)nkcIrla rirria Total Estimated Street Cost: $29,600 40% assessed: 40% of $29,600 = $11,840 Number of assessable units: 4 Estimated unit assessment: $11,840 - 4 units = $3,000/unit* *Estimated assessments have been rounded to the nearest $100 An area assessment is proposed for Creekwood Drive, meaning each benefiting property within these project areas at the time the assessment roll is approved pays the amount based on their properties size (based on area). An area assessment was utilized as the vast majority of the traffic volume can be attributed to the private street access for the bluff creek golf course at the end of the Creekwood Drive right-of-way. Preliminary estimated assessments are detailed below. Final assessment amounts will be based on the construction bid price. Creekwood Drive Total Estimated Street Cost: $24,100 40% assessed: 40% of $24,100 = $9,640 775 Creekwood Drive Area = 1.17 Acres 1025 Creekwood Drive (includes all parcels owned by Bluff Creek Golf Assoc.) = 226.74 Acres Total Area = 227.91 Acres Estimated area assessment: 775 Creekwood Drive Area = 1.17/227.91 * $9,640 = $50.00* Estimated area assessment: 1025 Creekwood Drive Area = 226.74/227.91 * $9,640 = $9,590.00* *Estimated assessments have been rounded to the nearest $10 The preliminary assessment rolls are included in Appendix C. 12 297 VIII. PROJECT SCHEDULE The following schedule is proposed Accept Feasibility Report/Call Public Hearing Neighborhood Project Open House Public Hearing, Authorize Preparation of Plans and Specifications Approve Plans and Specifications Bid Opening Neighborhood Assessment Open House Assessment Hearing/Award Contract Start Construction Substantial/Final Completion IX. SUMMARY AND RECOMMENDATIONS January 23, 2023 February 1, 2023 February 13, 2023 March 13, 2023 April 6, 2023 April, 2023 May 8, 2023 June, 2023 August, 2023 Based on the information and analysis included in this report, the 2023 Mill and Overlay Project, City Project 23-04 is feasible, necessary and cost effective. The following is recommended: 1. The Chanhassen City Council accepts this feasibility report and orders a public hearing for February 13, 2023. 2. After receiving the appropriate staff reports, information and input from the public hearings, the City Council must decide on the approval or rejection of the proposed public improvements. 3. Based on the outcome of the public hearing, the Council could proceed to order the proposed improvements and authorize the preparation of plans and specifications. 13 298 CITY OF CHANHASSEN ASSESSMENT POLICY Last updated January 2022 The City of Chanhassen's Assessment Policy is intended to provide general direction to City Staff and their consultants in preparation of assessment rolls to ensure fair and consistent treatment of all properties within the City that are subject to an assessment. This document will also be used to educate and explain to property owners about the Policy. All assessments shall follow the process outlined in Minnesota State Statues, Chapter 429, which gives the City the legal authority to assess property. This Policy may not apply in all circumstances, at which time the City Council may direct staff to determine an alternate assessment methodology. All benefiting properties that currently have access, or may have future access, to the public street being reconstructed or rehabilitated shall be included in the assessment roll. This includes property with a shared driveway or private street access to the public street, except where said private street meets applicable criteria to allow for a reduced or no assessment. Applicable criteria includes whether the private street has standard street width, section, and turn -around. There are various ways to calculate assessments, typically done based on the number of parcels, an area, or linear foot calculation. The City shall use the calculation method that creates a reasonable distribution of assessments across the entire roll. When more than one "neighborhood" is contained within the same project, the assessment shall be calculated per each neighborhood, rather than the total project. Public property, private associations, and non -profits will be included in the calculations. Commercial, Medium, and High Density Residential property shall be assessed based on a reasonable determination of vehicular traffic generated. NEW CONSTRUCTION: 100% assessed to all benefitting properties. New construction is typically paid for by the development itself and therefore not formally assessed. In some instances, the City will undertake proactive installation of public utilities to unserved areas and then assess the benefiting properties for the added service. In other instances properties may petition the City directly for the installation of the public improvement. Assessable Costs Include: • Construction of a new public street, trail and/or sidewalk. • Installation of public water main, storm sewer and/or sanitary sewer system, including appurtenances (structures, valves, hydrants, lift stations, etc.), where it did not previously exist. • Indirect costs (design, legal, and administration fees). Notes: • Oversizing of streets and utilities beyond what is needed for the development itself, are paid for by the City and are typically not assessed. RECONSTRUCTION/REHABILITATION: 40% assessed to all benefitting properties Assessable Costs Include: • Pavement associated with public streets, trails and/or sidewalks. This includes draintile, geotechnical (soil corrections, etc.), and other improvements needed to support the function of the pavement structure. • Curb and gutter, including curb impacted solely by utility improvements. • Driveway pavement directly affected by the project work. • Multi -Modal improvements such as ADA ramps and actuated pedestrian crossings such as Rectangular Rapid - Flashing Beacons (RRFB's). 299 Page 1 of 2 • Signing and stripping. • Retaining walls required within the Right -of -Way. • Tree removal and/or landscaping improvements directly affected by the project work. • Applicable percentage of indirect costs (design, legal, and admin fees). Notes: • Rehabilitation is typically defined as mill and overlay and/or full depth reclamation activities. • If a residential property benefits from a collector street, the assessment amount shall be based on an equitable formula compared to a typical local roadway, including normalizing to a 31-foot wide street, street section, and other applicable factors. • Pavement projects on streets that provide direct access to Chanhassen property(s) that are being implemented by an adjacent municipality shall not be assessed to the Chanhassen property(s) unless the adjacent municipality is assessing the benefitting property in their jurisdiction as part of the project. • Replacement or repair of existing public water main, storm sewer and/or sanitary sewer shall not be assessed. The City will pay 100% of these improvement costs out of the associated enterprise fund. REGULAR MAINTENANCE: Benefiting properties are not assessed • Activities Include: Pavement patching, pothole filling, crack sealing, chip sealing, sealcoating, and re -stripping. ASSESSMENT PAYMENT OPTIONS • Assessments can be paid in full up front with no charge, or added to annual property taxes with interest. • If elected to be added to annual property taxes, the balance can be paid off at any time during the term if later requested by the property owner. • Interest will be charged to property owners who choose to not pay their assessments in full by November 151n in the year the special assessment is levied. The interest rate will be equal to the average interest cost of the City's most recent bond issue plus 2%. If the City has not issued bonds in the past year, the City will use the current municipal bond index rate for AAA rated issuers at the time the special assessment is approved. • Unless approved otherwise by the City Council, the maximum financing term for assessments shall be as follows: o $0-$500 1 year o $501-$2,500 5 years o $2,501-$5,000 8 years o $5,001 and above 10 years The City has developed a Frequently Asked Questions (FAQ) document addressing the most common questions concerning assessments. The FAQ document can be found on the City's website. 300 Page 2 of 2 Q CITY OF CHANHASSEN FAQs: ASSESSMENTS What are assessments? Assessments are charges to benefiting properties utilized to help finance an improvement project. In Chanhassen and most metro area cities, assessments are used to help finance street reconstruction and rehabilitation projects. These projects are programmed via the Pavement Management Program (PMP). Minnesota State Statutes, Chapter 429, allows the City the authority to assess for projects. Who is assessed for a street improvement project? Owners of property that directly access a public street, or that have a private driveway that has access to a public street, or that have potential future access within the project area are assessed. These properties are determined to be "benefitting properties" and are assessed a cost based on the City's Assessment Policy. Does the City have an Assessment Policy? Yes. It can be found on the City's website at this location: https://www.ci.chanhassen.mn.us/432/Assessment-Policy The City started assessing for street improvements in 1993. The Policy was last updated in January 2022. For the construction of a new public streets or public utilities, 100% of the cost is assessed to the benefitting properties. For an improvement project of an existing street, 40% of the cost is assessed to the benefitting properties and the City pays 60% of the street improvement cost. 100% of the public storm sewer, sanitary sewer and water main costs associated with the project are paid by the associated utility enterprise funds and are not included in the cost assessed to the benefitting properties. Why does the City assess for street improvement projects? Why doesn't the City pay 100% of the project cost? Public streets are part of the City's Multi -Modal transportation system to provide access to all residents. The City acknowledges the system benefit of a street project by paying 60% of the project cost. Benefitting properties use the roads to get to and from their property on a daily basis, which is why they are assessed 40% of the street project cost. When someone buys a new home in a new subdivision, the cost to construct the new infrastructure was incorporated into the purchase price of the home and property by the Developer and thus was the initial assessment to the property. When is the assessment amount determined? An estimate of the assessment is calculated with the Feasibility Study, which is typically completed six months to a year before a project begins. The final assessment amount is based on the lowest responsible bid amount and is set by City Council at the assessment hearing, G:\ENG\Assessments\Assessment FAQ 2022 Update- Clean.dou Page 1 & 2 301 which typically occurs in April or May of the construction year. Properties being assessed for the project are notified of the assessment hearing formally by US mail, but the process is also communicated by the City via its website, public open houses, the Chanhassen Connection, social media, and at City Council meetings. What are the payment options for assessments? Please refer to the timeline below for payment options. The City does not accept partial payments of the assessment. Payments received by Assessment Hearing & Payments this date are charged final assessment received by the interest that has amount is determined this date are accrued from the and the Assessment not charged date the Assessment Roll is adopted interest Roll is adopted April or May 90 days after End of the year (typically) the Assessment Roll is adopted Annual payments to the assessment are paid with your property taxes. Interest is collected each year based on the outstanding principle owed on the assessment Term of the assessment* *You can pay off an assessment after it has been certified to your property taxes. The City of Chanhassen Finance Department will calculate the payoff amount, which will include the interest. The Term is based on a tiered amount found in the Policy. Why does the City charge interest on assessments? The City finances the entire project cost until all the assessments have been paid. The interest charged on assessments is the rate the City pays for the bonding (as of the date of the assessment) plus 2%. The interest charged is calculated as simple interest and not a compound interest. Benefitting property owners are encouraged to consult private financial institutions for other ways that can be used to pay off the assessment. This allows the property owner the ability to negotiate the term and interest rates within the competitive market and may have some tax advantages. What does the Franchise Fees Pay for? The Franchise Fees (passed in 2018) help pay for the City's cost of the project. In lieu of Franchise Fees, the annual property tax levy would have to be adjusted to fund the overall Pavement Management Program (PMP). How can I provide input on the project and the planned improvements? A couple ways: 1. The City and their design consultants typically hold 2 public open houses during the project implementation process. You can attend one or both of these and verbally discuss the project or provide written comments on a comment card at those meetings. 2. Call the City's Engineering Department at (952) 227-1160 and talk to one of the staff working on the project. 3. E-mail the City's Engineering Department at Engineering@ci.chanhassen.mn.us and provide your comments or concerns. G:\ENG\Assessments\Assessment FAQ 2022 Update- Clean.docx Page 2 of 2 302 23-04 Mill & Overlay - Construction Estimate Area Gross SF Gross SY $/SY M&O Cost Creekwood 11930 1326 $ 18.19 $ 24,111.86 Oakside 14625 1625 $ 18.19 $ 29,558.75 Sunridge 23874 2653 $ 18.19 $ 48,252.01 TOTAL City (60%) Assessed (40%) $ $ $ 101,922.61 61,153.57 40,769.04 303 2" Overlay For the purpose of analysis and unitizing costs to $/ydZ, a 150' x 29' road section was utilized. While each road section in Chanhassen differs - manhole spacing, valve can spacing, road width, and other roadway appurtenances, on average, are presentonce over a 150' span, or otherwise given a % of unit. Similarly, based on Chanhassen specs, a 29' road width is considered average for the City. Unit weight of pavement was conservative at 150 Ibs ft3. To estimate accurate current year costs, P" = P(l+i)" was utilized where: P. is total inflated estimated cost, P is base estimated cost, i is inflation, n difference in year analysis, and inflation was estimated at3%. Pavement Area 483.33 SY Pavement Weight 54.38 Tons Patch 5% Pave. Area 24.17 ydZ Manholes 2 per unit Valves 1 per unit Tack Application 0.05 gal/ydZ Contingency/Mob 0.05 Total$/ydZ Street Rehab Project Associated Cost($)* Treatment 18-01 18-02 20-02 20-03 20-05 22-01 JAverage $/yd2 BITUMINOUS WEAR COURSE (TON) 93.42 87.85 89.12 92.95 66.70 89.50 86.59 9.74 BITUMINOUS PATCH SPECIAL 4" DEPTH (SY) x 36.59 x 40.25 x x 38.42 1.92 BITUMINOUS MATERIAL FOR TACK COAT (GAL) 3.38 4.14 x x 2.58 x 3.36 0.17 ADJUST VALVE BOX (EA) x 501.97 x 620.00 363.59 x 495.19 1.02 MILL BITUMINOUS SURFACE (2") (SY) I x 1 1.691 x 1 1.691 1.02 x 1.4711 1.47 ADJUST FRAME & RING CASTING (EA) I x 1 557.141 420.001 370.001 716.791 953.491 603.48 2.50 * Costs reflect inflation and are pulled from accepted bids from the referenced street rehab project Years to 2022 (n) 4 4 2 0 1 0 Interest (i) 3% Street Rehab Project ORIGINAL COST 18-01 1 18-02 20-02 20-03 20-05 22-01 BITUMINOUS WEAR COURSE (TON) 83.00 78.05 84.00 92.95 64.76 89.50 BITUMINOUS PATCH SPECIAL 4" DEPTH (SY) x 32.51 x 40.25 x x BITUMINOUS MATERIAL FOR TACK COAT (GAL) 3.00 3.68 x x 2.50 x ADJUST VALVE BOX (EA) x 445.99 x 620.00 353.00 x ADJUST FRAME & RING CASTING (EA) x 1 495.011 420.001 370.001 695.911 953.49 MILL BITUMINOUS SURFACE (2") (SY) x 1 1.501 x 1 1.501 0.911 x 304 STREET ASSESSMENT PROP. NO. OWNER OWNER ADDRESS PROPERTY ADDRESS P.I.D. JASSIVITUNIT ISTREETASSMT NOTES Sunridge Court 1800 Sunridge Court 1800 Sunridge Court 1 Jeffrey W & Gail H Moody Chanhassen, MN 55317 Chanhassen, MN 55317 258260010 1 $ 3,864.00 1751 Sunridge Court 1751 Sunridge Court 2 Alecia Breeggemann Chanhassen, MN 55317 Chanhassen, MN 55317 258080030 1 $ 3,864.00 1831 Sunridge Court 1831 Sunridge Court 3 Chris B & Leslie J Erickson Chanhassen, MN 55317 Chanhassen, MN 55317 258080040 1 $ 3,864.00 1851 Sunridge Court 1851 Sunridge Court 4 Daryl W & Catherine M Hartsel Chanhassen, MN 55317 Chanhassen, MN 55317 258080051 1 $ 3,864.00 1861 Sunridge Court 1861 Sunridge Court 5 Daniel K & Robin L Edmunds Chanhassen, MN 55317 Chanhassen, MN 55317 258080050 1 $ 3,864.00 Oakside Circle 1380 Oakside Circle 1380 Oakside Circle 1 Jayme D & Carol R Lee Chanhassen, MN 55317 Chanhassen, MN 55317 253530030 1 $ 2,960.00 1360 Oakside Circle 1360 Oakside Circle 2 John E & Brenda L Hill Chanhassen, MN 55317 Chanhassen, MN 55317 253530040 1 $ 2,960.00 1340 Oakside Circle 1340 Oakside Circle 3 Craig J Peterson Chanhassen, MN 55317 Chanhassen, MN 55317 253530050 1 $ 2,960.00 1300 Oakside Circle 1300 Oakside Circle 4 James Svoboda Chanhassen, MN 55317 Chanhassen, MN 55317 253530070 1 $ 2,960.00 Creekwood Drive 775 Creekwood 775 Creekwood 1 James W Sabinske Chaska, MN 55318 Chanhassen, MN 55318 250363600 0.005 $ 49.49 By area (1.17 acres) 250260800 Bluff Creek Golf Assoc. PO Box 1060 1025 Creekwood Drive 250261400 2 Chanhassen, MN 55317 Chanhassen, MN 55318 250261300 0.995 $ 9,590.51 By area (226.74 acres) 1016i CITY OF CHANHASSEN ASSESSMENT POLICY Last updated January 2022 The City of Chanhassen's Assessment Policy is intended to provide general direction to City Staff and their consultants in preparation of assessment rolls to ensure fair and consistent treatment of all properties within the City that are subject to an assessment. This document will also be used to educate and explain to property owners about the Policy. All assessments shall follow the process outlined in Minnesota State Statues, Chapter 429, which gives the City the legal authority to assess property. This Policy may not apply in all circumstances, at which time the City Council may direct staff to determine an alternate assessment methodology. All benefiting properties that currently have access, or may have future access, to the public street being reconstructed or rehabilitated shall be included in the assessment roll. This includes property with a shared driveway or private street access to the public street, except where said private street meets applicable criteria to allow for a reduced or no assessment. Applicable criteria includes whether the private street has standard street width, section, and turn -around. There are various ways to calculate assessments, typically done based on the number of parcels, an area, or linear foot calculation. The City shall use the calculation method that creates a reasonable distribution of assessments across the entire roll. When more than one "neighborhood" is contained within the same project, the assessment shall be calculated per each neighborhood, rather than the total project. Public property, private associations, and non -profits will be included in the calculations. Commercial, Medium, and High Density Residential property shall be assessed based on a reasonable determination of vehicular traffic generated. NEW CONSTRUCTION: 100% assessed to all benefitting properties. New construction is typically paid for by the development itself and therefore not formally assessed. In some instances, the City will undertake proactive installation of public utilities to unserved areas and then assess the benefiting properties for the added service. In other instances properties may petition the City directly for the installation of the public improvement. Assessable Costs Include: • Construction of a new public street, trail and/or sidewalk. • Installation of public water main, storm sewer and/or sanitary sewer system, including appurtenances (structures, valves, hydrants, lift stations, etc.), where it did not previously exist. • Indirect costs (design, legal, and administration fees). Notes: • Oversizing of streets and utilities beyond what is needed for the development itself, are paid for by the City and are typically not assessed. RECONSTRUCTION/REHABILITATION: 40% assessed to all benefitting properties Assessable Costs Include: • Pavement associated with public streets, trails and/or sidewalks. This includes draintile, geotechnical (soil corrections, etc.), and other improvements needed to support the function of the pavement structure. • Curb and gutter, including curb impacted solely by utility improvements. • Driveway pavement directly affected by the project work. • Multi -Modal improvements such as ADA ramps and actuated pedestrian crossings such as Rectangular Rapid - Flashing Beacons (RRFB's). 306 Page 1 of 2 • Signing and stripping. • Retaining walls required within the Right -of -Way. • Tree removal and/or landscaping improvements directly affected by the project work. • Applicable percentage of indirect costs (design, legal, and admin fees). Notes: • Rehabilitation is typically defined as mill and overlay and/or full depth reclamation activities. • If a residential property benefits from a collector street, the assessment amount shall be based on an equitable formula compared to a typical local roadway, including normalizing to a 31-foot wide street, street section, and other applicable factors. • Pavement projects on streets that provide direct access to Chanhassen property(s) that are being implemented by an adjacent municipality shall not be assessed to the Chanhassen property(s) unless the adjacent municipality is assessing the benefitting property in their jurisdiction as part of the project. • Replacement or repair of existing public water main, storm sewer and/or sanitary sewer shall not be assessed. The City will pay 100% of these improvement costs out of the associated enterprise fund. REGULAR MAINTENANCE: Benefiting properties are not assessed • Activities Include: Pavement patching, pothole filling, crack sealing, chip sealing, sealcoating, and re -stripping. ASSESSMENT PAYMENT OPTIONS • Assessments can be paid in full up front with no charge, or added to annual property taxes with interest. • If elected to be added to annual property taxes, the balance can be paid off at any time during the term if later requested by the property owner. • Interest will be charged to property owners who choose to not pay their assessments in full by November 151n in the year the special assessment is levied. The interest rate will be equal to the average interest cost of the City's most recent bond issue plus 2%. If the City has not issued bonds in the past year, the City will use the current municipal bond index rate for AAA rated issuers at the time the special assessment is approved. • Unless approved otherwise by the City Council, the maximum financing term for assessments shall be as follows: o $0-$500 1 year o $501-$2,500 5 years o $2,501-$5,000 8 years o $5,001 and above 10 years The City has developed a Frequently Asked Questions (FAQ) document addressing the most common questions concerning assessments. The FAQ document can be found on the City's website. 307 Page 2 of 2 Q CITY OF CHANHASSEN FAQs: ASSESSMENTS What are assessments? Assessments are charges to benefiting properties utilized to help finance an improvement project. In Chanhassen and most metro area cities, assessments are used to help finance street reconstruction and rehabilitation projects. These projects are programmed via the Pavement Management Program (PMP). Minnesota State Statutes, Chapter 429, allows the City the authority to assess for projects. Who is assessed for a street improvement project? Owners of property that directly access a public street, or that have a private driveway that has access to a public street, or that have potential future access within the project area are assessed. These properties are determined to be "benefitting properties" and are assessed a cost based on the City's Assessment Policy. Does the City have an Assessment Policy? Yes. It can be found on the City's website at this location: https://www.ci.chanhassen.mn.us/432/Assessment-Policy The City started assessing for street improvements in 1993. The Policy was last updated in January 2022. For the construction of a new public streets or public utilities, 100% of the cost is assessed to the benefitting properties. For an improvement project of an existing street, 40% of the cost is assessed to the benefitting properties and the City pays 60% of the street improvement cost. 100% of the public storm sewer, sanitary sewer and water main costs associated with the project are paid by the associated utility enterprise funds and are not included in the cost assessed to the benefitting properties. Why does the City assess for street improvement projects? Why doesn't the City pay 100% of the project cost? Public streets are part of the City's Multi -Modal transportation system to provide access to all residents. The City acknowledges the system benefit of a street project by paying 60% of the project cost. Benefitting properties use the roads to get to and from their property on a daily basis, which is why they are assessed 40% of the street project cost. When someone buys a new home in a new subdivision, the cost to construct the new infrastructure was incorporated into the purchase price of the home and property by the Developer and thus was the initial assessment to the property. When is the assessment amount determined? An estimate of the assessment is calculated with the Feasibility Study, which is typically completed six months to a year before a project begins. The final assessment amount is based on the lowest responsible bid amount and is set by City Council at the assessment hearing, G:\ENG\Assessments\Assessment FAQ 2022 Update- Clean.dou Page 1 & 2 308 which typically occurs in April or May of the construction year. Properties being assessed for the project are notified of the assessment hearing formally by US mail, but the process is also communicated by the City via its website, public open houses, the Chanhassen Connection, social media, and at City Council meetings. What are the payment options for assessments? Please refer to the timeline below for payment options. The City does not accept partial payments of the assessment. Payments received by Assessment Hearing & Payments this date are charged final assessment received by the interest that has amount is determined this date are accrued from the and the Assessment not charged date the Assessment Roll is adopted interest Roll is adopted April or May 90 days after End of the year (typically) the Assessment Roll is adopted Annual payments to the assessment are paid with your property taxes. Interest is collected each year based on the outstanding principle owed on the assessment Term of the assessment* *You can pay off an assessment after it has been certified to your property taxes. The City of Chanhassen Finance Department will calculate the payoff amount, which will include the interest. The Term is based on a tiered amount found in the Policy. Why does the City charge interest on assessments? The City finances the entire project cost until all the assessments have been paid. The interest charged on assessments is the rate the City pays for the bonding (as of the date of the assessment) plus 2%. The interest charged is calculated as simple interest and not a compound interest. Benefitting property owners are encouraged to consult private financial institutions for other ways that can be used to pay off the assessment. This allows the property owner the ability to negotiate the term and interest rates within the competitive market and may have some tax advantages. What does the Franchise Fees Pay for? The Franchise Fees (passed in 2018) help pay for the City's cost of the project. In lieu of Franchise Fees, the annual property tax levy would have to be adjusted to fund the overall Pavement Management Program (PMP). How can I provide input on the project and the planned improvements? A couple ways: 1. The City and their design consultants typically hold 2 public open houses during the project implementation process. You can attend one or both of these and verbally discuss the project or provide written comments on a comment card at those meetings. 2. Call the City's Engineering Department at (952) 227-1160 and talk to one of the staff working on the project. 3. E-mail the City's Engineering Department at Engineering@ci.chanhassen.mn.us and provide your comments or concerns. G:\ENG\Assessments\Assessment FAQ 2022 Update- Clean.docx Page 2 of 2 309 Capital Improvement Program 2022 thrtt 2026 City of Chanhassen, MN Project # ST-012 Project Name Pavement Management Program (PMP) Department Street Improvements Contact Charlie Howley Type Improvement Useful Life Unassigned Category Street Improvements Account #1 601-6xxx-4xxx Account #3 Priority n/a Account #2 Account #4 Status Active Description Annual project to rehabilitate and/or reconstruct streets in the City. The 5 year Capital Pavement Management Plan identifies the planned streets For the next five years. The Plan is updated every fall to review priorities and needs, but generally intends to keep the overall condition index (OCI) tverage across all streets at 70 or higher. Justification I the City uses a Pavement Management System in Cartegraph to monitor the condition of the City streets. While proper preventative maintenance ;xtends the life of the street and is cost effective, a street will eventually deteriorate to a point that major maintenance is required. Rehabilitation )rojects extend the life of the street. In cases when utilities or poor sub grade needs to be replaced or where streets have deteriorated to a point where rehabilitation will no longer be practical, reconstruction of the street is necessary. A feasibility study is written to consider the merits of the )roject, scope of work, costs and assessments. Expenditures 2022 2023 2024 2025 2026 Total Construction 5,075,000 5,225,000 5,475,000 5,675,000 5,875,000 27,325,000 Total 5,075,000 5,225,000 5,475,000 5,675,000 5,875,000 27,325,000 Funding Sources 2022 2023 2024 2025 2026 Total Streets - PMP Assessments 1,560,000 1,600,000 1,680,000 1,740,000 1,800,000 8,380,000 Streets - PMP Funds 2,340,000 2,400,000 2,520,000 2,610,000 2,700,000 12,570,000 Utility Fund -Sewer 225,000 235,000 245,000 255,000 265,000 1,225,000 Utility Fund -Surface Wtr 500,000 520,000 540,000 560,000 530,000 2,650,000 Utility Fund -Water 450,000 470,000 490,000 510,000 580,000 2,500,000 Total 5,075,000 5,225,000 5,475,000 5,675,000 5,875,000 27,325,000 Budget Impact/Other Fhe City has an Assessment Policy, last updated in 2014, that identifies what and how much of the project is assessed to benefiting properties. 310 City Council Item January 23, 2023 Item Monthly Fire Department Update File No. Item No: G.1 Agenda Section FIRE DEPARTMENT/LAW ENFORCEMENT UPDATE Prepared By Don Johnson, Fire Chief Reviewed By Laurie Hokkanen SUGGESTED ACTION N/A Motion Type N/A Strategic Operational Excellence Priority SUMMARY Monthly Fire Department Update with Call Response Data from November/December. BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 311 01-23-2023 Council Update 01-23-2023 Graphs 12/2022 Community Risk Reduction Graphs 312 CITY OF C HANHASSE N Chanhassen is a Community for Life- Providing for Today and Planning for Tomorrow TO: Laurie Hokkanen, City Manager FROM: Don Johnson, Fire Chief DATE: January 23, 2023 SUBJ: Monthly Fire Department Update Fire Department Staffing Department staffing is at 27 paid on -call firefighters and 9 Full Time personnel. (2) POC Lieutenants are on extended medical leave. (1) Probationary Firefighter is on medical leave. All full-time personnel came aboard between December 3 1 " and January 9. Captain Greg Hayes resigned his position after serving 8 months on the schedule. Interim Captain/Lieutenant Doug Foote has announced his retirement effective January 31 after serving 15+ years on the fire department. The Part Time Firefighter position will be posted in January with a tentative hire date of March. Fire Department Response The fire department responded to (135) calls for service in December representing an all time record for monthly responses in Chanhassen. Call Breakdown for the month: 101 Duty Crew 34 General Alarms: (32) General Alarms occurred due to the station not being staffed Significant calls included the following: • Mutual Aid Structure Fire in Minnetonka EMS Response Data: Total EMS Responses = 80 • Difficulty Breathing (17), Traumatic Injury (11), Serious Medical (8), Lift Assist (15), Cardiac Arrest (5) • Motor Vehicle Accidents (8) PH 952.227.1100 • www.dchanhassen.mn.us • FX 952.227.1110 313 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 Laurie Hokkanen Fire Department Update Page 2 Primary Actions While on Scene • Check For Injuries and Symptoms 11 • Assessment and Vitals 20 • Assessment, Vitals, and Interventions 9 • Packaging and Loading for Transport 15 • Canceled En Route by ALS Provider 1 • Assist ALS with Transport 4 • No Patient Contact 7 Fire Units Arrived Prior to Ridgeview 50 COVID Suspected/Confirmed 4 Preliminary Year End Data Total Calls for Service: 1,202 (11.5%+) Chief Only 9 Day Only 70 (Jan — April) Duty Crew 852 (77.5% handled by Staffed Station) General Alarms 271 Medicals 752 (63%) increase of 12.2% from 2022 Fire Related 39 (3.2%) Other Activities • Multiple meetings have occurred with General Mills as we begin to plan a Functional Exercise for June. The plan will be for a full hazardous materials incident response involving General Mills, Chanhassen Fire, CCSO, and Victoria Fire. A Tabletop Exercise will occur in March as part of the planning process. Chanhassen Fire Community Risk Reduction Monthly Report for December 2022 Fire Inspections: Including proactive, complaint based, and annual — 26 Inspections 25 construction and fire sprinkler/alarm related inspections: majority of inspections were at new Lake Place apartments for final occupancy, fire sprinkler, and fire alarm. 1 follow up on fire code complaint at The Mustard Seed for Fire Alarm Systems not functioning. Plan Reviews: including fire alarm and suppression systems, building construction and remodel, and preliminary plan reviews: 15 Fire related: 10: Fire Sprinkler projects, minor fire alarm upgrades 314 Laurie Hokkanen Fire Department Update Page 3 Construction: 5_Mostly remodel projects, adding walls or moving walls. Preliminary: 0 Public Education: 1 Toys for Tots Collection and Drop off at KARE11 Fire Department Training Updates Continuing Education and Outside Training Shift Training only for the month of December, Ice Rescue Equipment and Operations Review. No outside training attended this month. Fires/Fire Investigations — N/A 315 Calls by Type and Month 140 120 100 80 60 40 20 0 Oct Nov Dec ■ Rescue & Emergency Medical Service ■ Alarm Calls ■ Good Intent Call ■ Hazardous Condition ■ Service Call ■ Fire Chanhassen Fire Department Calls By Month Comparison 160 140 120 100 1 94 80 78 ' 75 60 .. 66 40 20 Jan Feb Mar Apr May 120 116 120 105 106 101 I� June July Aug Sept ■ 2020 ■ 2021 ■ 2022 135 105 105 97 Oct Nov Dec 316 1300 1200 1100 1000 900 800 753 4e 700 600 500 400 Calls for Service by Year 1,002 921 917 1,078 1,202 2017 2018 2019 2020 2021 2022 2022 Calls for Service by % of Call Type ■ Rescue & Emergency Medical Service ■ Alarm Calls ■ Good Intent Call ■ Hazardous Condition ■ Service Call ■ Fire 317 350 300 250 200 150 100 50 0 2022 CALLS BY DAY OF WEEK CALLS BY TIME OF DAY 12-4a 4-8a 8-12p 12-4p 4-8p 8-12a 2019 2020 2021 2022 318 a • Calls For Service - December (135) ® City Hall o Fire Station Railroad /-JIZ Rivers Lakes Mqr Parks = Parcel Boundaries Fire Box Alarm Zones North Box South Box West Box O O O 0 O O O O 6) •...a 00 O O N 0 4,000 Created By: City of Chanhassen - Fire Department a a Feet � Mile Date Created:1/4/2023 s 0 0.5 319 v 8 0 OO v O - ° _0 OOCE O O ° O c7j 0 �� _ �8 0, O �OO 0 ° 8 0 0 00O`J 00 0 0�0 '® ° � °0 0 °°� 0 v © r • O 0 06 O O• 00 O ,° O 0 D r 80 m • O O r r O O OO ° O 0° 0 0 00® 8 Oo O Oo CP O O 0 O OoO9 ?c O 0 � 0 000 O O 0 0 00 0 O o �0 CD O • O 0 V(5) 0',° - � 1� •0 00 0 °� 0 ° •0 0 0 0 �© 00 O � 0O 0 O Om O 0 0$ • 00 ®� ° O ° °°°O0 00 • Q ° g o D 0 00Ccb °g 0 �, O° O 0 O 0%O 4p 0 °O O ° • • • O 0 o o (,Dj man �a o � • ° 0 00 1 8O0 O 8— 8 a 0 00 40 o °0 � � 0 0 � o 0 0 O • Calls For Service - All Year (1201) 0 O i4 O 1 O 0 III. ® City Hall 1 212 O a Fire Station P 0 Railroad •A,47��- O Rivers • 440 Lakes 61 co aa' o Parks oy`ng • Parcel Boundaries Fire Box Alarm Zones • North Box�'� South Box / N 0 4,000 West Box Created By: City of Chanhassen - Fire Department a a Feet � Mile Date Created:1/4/2023 s 0 0.5 320 Elite chanhassenfire Basic Incident Type Code And Total Description (FD1.21) Incidents Incident Type Category (FD1.21): 1 - Fire 111 - Building fire 1 Total: 1 CFD Incident Type Report (Summary) Total Incidents Percent of Total Property Total Content Total Total Loss Percent Incidents Loss Loss Loss of Total 0.74% Total: 0.74% Total: 0.00 Total: 0.00 Total: Total: 0.00% n nn Incident Type Category (FD1.21): 3 - Rescue & Emergency Medical Service Incident 311 - Medical assist, assist EMS crew 4 2.96% 3211 -Cardiac Arrest 5 3.70% 32111 - Imminent Child Birth 2 1.48% 32112 - Medical Alarm 5 3.70% 32114 - Serious Medical 8 5.93% 32115 - General Medical 5 3.70% 32116 - Weak/Dizzy/Unwell/Unspecified 2 1.48% 32117 - Diabetic Emergency 1 0.74% 3212 - Unconscious/Unresponsive 7 5.19% 3213 - Difficulty Breathing 17 12.59% 3214 - Stroke 3 2.22% 3215 - Seizure 2 1.48% 3219 - Traumatic Injury/Head 11 8.15% Injury/Severe Burn 322 - Motor vehicle accident with injuries 6 4.44% 324 - Motor vehicle accident with no 2 1.48% injuries. Total: 80 Total: 59.26% Total: 0.00 Total: 0.00 Total: Total: 0.00% 0.00 ncident Type Category (FD1.21): 4 - Hazardous Condition (No Fire) 4101 - Suspected Gas Odor Inside a 4 2.96% Structure 4102 - Suspected Gas Odor Outside 2 1.48% 424 - Carbon monoxide incident 1 0.74% 440 - Electrical wiring/equipment problem, 1 0.74% other 442 - Overheated motor 1 0.74% Total: 9 Total: 6.67% Total: 0.00 Total: 0.00 Total: Total: 0.00% 0.00 Incident Type Category (FD1.21): 5 - Service Call A 520 - Water problem, other 2 1.48% 522 - Water or steam leak 1 0.74% 542 - Animal rescue 1 0.74% 551 - Assist police or other governmental 2 1.48% agency 554 - Lift Assist 15 11.11% Total: 21 Total: 15.56% Total: 0.00 Total: 0.00 Total: Total: 0.00% 0.00 Incident Type Category (FD1.21): 6 - Good Intent Call 6111 - EMS Dispatched and cancelled en 5 3.70% route 622 - No incident found on arrival at 1 0.74% dispatch address 651 - Smoke scare, odor of smoke 1 0.74% Total: 7 Total: 5.19% Total: 0.00 Total: 0.00 Total: Total: 0.00% 0.00 Incident Type Category (FD1.21): 7 - False Alarm & False Call 731 - Sprinkler activation due to 2 1.48% malfunction 733 - Smoke detector activation due to 2 1.48% malfunction 735 - Alarm system sounded due to 1 0.74% malfunction 1 of 2 Printed On: 01/17/2023 02:53:5 321 Basic Incident Type Code And Total Total Incidents Percent of Total Property Total Content Total Total Loss Percent Description (FD1.21) Incidents Incidents Loss Loss Loss of Total 736 - CO detector activation due to 4 2.96% malfunction 743 - Smoke detector activation, no fire - 3 2.22% unintentional 745 - Alarm system activation, no fire - 4 2.96% unintentional 746 - Carbon monoxide detector 1 0.74% activation, no CO Total: 17 Total: 12.59% Total: 0.00 Total: 0.00 Total: Total: 0.00% 0.00 Total: 135 Total: 100.00% Total: 0.00 Total: 0.00 Total: Total: 0.00% 0.00 2 of 2 Printed On: 01/17/2023 02:53:5 322 Communitv Risk Reduction Reaortine Data Breakdown December 2022 Fire Inspections by Type 0 ■ Construction ■ Fire Alarm/Sprinkler ■ Special Event Proactive/Complaint based Plan Review by Type 0 Fire Alarm ■ Fire Sprinkler ■ Construction Special event 323 100% // 90% 80% 70% 60% 50% 40% 30% 20% 10% 0% 2022 Community Risk Reduction by Type October November December ■ Fire Inspections ■ Plan Reviews ■ Public Education 324 Code Enforcement Specialist Data December 2022 M 4 120 100 80 N 60 0 0 40 20 0 CES 2022 Call Breakdown ■ Fire Calls ■ Fire Inspections Property Maintenance Nuisances ■ Outdoor Storage ■ Traffic - Motorist Assists/PD Accident ■ Traffic - Parking ■Animal Calls ■ Burning Complaints ■ Misc/Questions Total Monthly Calls/Inspections JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV 325 ■ Fire Department 120 100 80 40 20 0 2022 Totals by Month ■ Code Enforcement Animal Control ■ Assist CCSO ■ Misc/Questions Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 326 City Council Item January 23, 2023 Item Law Enforcement Update File No. Item No: G.2 Agenda Section FIRE DEPARTMENT/LAW ENFORCEMENT UPDATE Prepared By Lance Pearce, Lieutenant, CCSO Reviewed By Laurie Hokkanen SUGGESTED ACTION N/A Motion Type N/A Strategic N/A Priority SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Chanhassen City Council Meeting 01-23-2023 327 December 2022 December 2022 Breakdown Comparison of Metrics 2019-2022 Activity Description by Class 328 Memo TO: Mayor Ryan and Chanhassen City Council members FROM: Lieutenant Lance Pearce DATE: January 18, 2023 RE: Law Enforcement Update Attached are the agenda items for the City of Chanhassen council meeting January 23, 2023 for your review and consideration. 1. Carver County Sheriff's Office City of Chanhassen December 2022 Calls for Service Summary; Group A, Group B, Non -Criminal, Traffic and Administrative. 2. Carver County Sheriff's Office City of Chanhassen December Arrest Summary. 3. Carver County Sheriff's Office City of Chanhassen December Citation Summary. 4. December 2022 Breakdown of CFS 5. Staffing update: Contract remains full. 2023 assignments began January 16. 6. Training update: All employee meetings for SO staff scheduled for January 17 and 19, 2023 Page 1 329 241 C City of Chanhassen December 2022 330 Carver County Sheriffs Office Monthly Calls for Service From: 12/01 /2022 To: 12131 /2022 Chanhassen City Patrol A Offense Agg. Assault 1 Assault 4 Counterfeiting/Forgery 2 Drug Violation 7 Fraud 5 Property Damage 3 Stolen Property Offenses 1 Theft 14 Total A Offense: 37 B Offense Disorderly Conduct 1 Misc - criminal 4 Traffic -Alcohol Rel 6 Total B Offense: 11 Non Criminal AbuselNeglect (Info Only) 13 Alarm 40 Animal 18 Assist Other Agency 9 Boat & Water 2 Child Custody Dispute 2 Civil Process 2 Disturbance (info Only) 17 Domestic 5 Fire Call No Sheriff Response 12 Fire Call Sheriff Responded 12 House Check 2 Medical No Sheriff Response 41 Medical Sheriff Responded 64 Mental Health 19 Misc Non -criminal 56 Open Door 3 Suspicious Activity 59 Unlock Vehicle/bldg 1 Warrant Service 2 Total Non Criminal: 379 Traffic Driving Complaint 10 Pd Accident 89 Pd Accident My/deer 3 Pi Accident 7 Traffic - Misc 95 Traffic Stop 119 Total Traffic: 323 331 Carver County Sheriff's Office Monthly Calls for Service From: 12/01/2022 To: 12131/2022 Total Patrol: 750 Administrative Administrative ATF 1 Gun Perm it -Acquire 13 Gun Perm it-CarryNew 8 GunPermit-CarryRenew 3 Lic - Liquor 1 Rec Ck - Other Employ 2 Total Administrative: 28 Total Administrative: 28 Total Chanhassen City: 778 332 Carver County Sheriff's Office Verbal Warnings From: 12/01/2022 to 12/31/2023 Chanhassen City Alarm: Animal: Driving Complaint: Misc Non -criminal: Suspicious Activity: Traffic - Misc: Traffic Stop: Grand Total Verbal Warnings: 1 1 3 3 6 z 133 149 333 p$PiTTy Carver County Sherf 's Office A - Traffic Citation Summary Co From: 12101/2022 To: 12/31/2022 Chanhassen City DAS, DAR, DAC: 3 Ekpired Tabs: 2 H&R Property Damage Accident: 2 Inattentive Driving: 4 Need Code: 2 No Proof Of Insurance: 7 No Valid Mn DL: 2 Snowbird 1 Winter Parking: 20 Speed: 7 Total Chanhassen City: 49 0 334 Carver County Sheriffs Office CSO Calls For Service From: 12/01/2022 To: 12/31/2022 Chanhassen City Incident Nr Status Name Activi 202200035755 743CS 202200035755 Enroute Misc Non -criminal 202200035755 Scene Misc Non -criminal 202200035755 Available Misc Non -criminal 202200035955 742CS 202200035955 DISP Animal 202200035956 Enroute Animal 202200035955 Scene Animal 202200035955 No Chk At Sc Animal 202200035955 Available Animal 202200037747 741 CS 202200037747 DISP Animal 202200037747 Enroute Animal 202200037747 Scene Animal 202200037747 Available Animal Total Minutes: 120.10 Start Time 12/05/2022 9:23:25AM 12/06/2022 9:23:30AM 12/05/2022 9:28:02AM 12/07/2022 3:05:34PM 12/07/2022 3:05:36PM 12/07/2022 3:28:38PM 12/07/2022 3:39:21 PM 12/07/2022 4:21:59PM 12/27/2022 4:14:33PM 12/27/2022 4:14.37PM 12/27/2022 4:36:17PM 12/27/2022 4:53:37PM End Time 12/05/2022 9:23:30AN 12/05/2022 9:28:02AN 12/05/2022 9.28:02AN 12/07/2022 3:05:36PK 12/07/2022 3:28:38PK 12/07/2022 3:39:21 PA 12/07/2022 4:21:59PN 12/07/2022 4:21:59PN 12/27/2022 4:14:37PN 12/27/2022 4:36:17PN 12/27/2022 4:53:37PN 12/27/2022 4:53:37PN Running Minutes Total Spent Minutes 0.08 0.08 4.53 4.62 0.00 4.62 0.03 23.03 10.72 42.63 0.00 0.07 21.67 17.33 0.00 4.65 27.68 38.40 81.03 81.03 81.10 102.77 120.10 120.10 335 Traffic 323 Carver County Sheriffs Office Monthly Calls for Service From: 12101 /2022 To: 12/31 /2022 Chanhassen City Total A Offense: 37 Total B Offense: 11 Total Non Criminal: 379 Total Traffic: 323 Total Administrative: 28 Total Chanhassen City: 778 A Offense 37 linistrative 28 B Offense 11 n Criminal 379 336 80 70 60 50 cn 0 40 u. N 30 20 10 0 Carver County Sheriff's Office Day of Week Analysis of Calls for Service Patrol Activity From: 12/01 /2022 To: 12/31 /2022 Chanhassen City reel I�i�ll � �I�I�I�I�III II�I�71�Rf�AII I�li"�R�I�I�I�II R11�9�' J�a6N o�aa, a�A 6a1 Total Chanhassen City: 750 'eIZA, 5 ■ A Offense ■ B Offense ■ Neon Criminal ■ Traffic 337 35 30 OR as v 20 d Uy 0 15 LL N U 10 1 Carver County Sheriffs Office Hour of Day Analysis of Calls for Service Patrol Activity From: 12/01 /2022 To: 12/31 /2022 Chanhassen City I wi 01 00 00 ,�O NN N� �"a N'� lrj NCO 1 Nb N0 ti0 r�, `o, r�� Hour of Day ■ A Offense ■ B Offense ■ Non Criminal LF Traffic Total Chanhassen City: 750 338 Carver County Sherff s Office ; Arrest Summary C,0 For: Chanhassen City From: 12/01/2022 To: 12/31/2022 Total Charges Total Arrestees Total Incidents Chanhassen City 13A - Aggravated Assault 1 1 1 13B -Simple Assault 2 1 1 23C - Shoplifting 1 1 1 23G -Theft of Motor Vehicle Parts or Accesson 1 1 1 23H - All Other Larceny 3 3 3 26A - False PretenseslSwindle/Confidence Garr 1 1 1 280 - Stolen Property Offenses 4 3 1 290 - Destruction/Damage/Vandalism of Proper 1 1 1 35A - Drug/Narcotic Violations 7 6 6 35B - Drug Equipment Violations 1 0 0 520 - Weapon Law Violations 1 1 1 90D - Driving Under the Influence 14 6 6 90G - Liquor Law Violations 1 1 0 90Z - All Other Offenses 8 3 3 Totals for Chanhassen City 46 29 26 339 December 2022 Carver County Sheriff's Office City of Chanhassen Calls for Service Total Patrol Activity=697 December 2022 Types of Calls CFS=697 ■ Felony ■ Misdemeanor _ Non Criminal ■ Traffic December 2022 Group A ■ Assault ■ Theft ■ Drug ■ Other 340 70 December 2022 60 50 40 30 20 10 0 -Ii tie cagy tea\ .`�A ` r `a5 `.� � \`\o�eP 13-1 Traffic ■ Driving Complaint ■ Traffic Stops Crashes Citations 341 Comparison of Metrics 2019-2022 Through December 2022 12 10 s 6 4 0 Jan Feb Mar Domestics by Date Apr May Jun Jul Aug Sep Oct Nov Dec ■ 2019 Domestics by Month ■ 2020 Domestics by Month ■ 2021 Domestics by Month ■ 2022 Domestics by Month Domestic Arrest by Month 7 — 6 5 4 3 2 ICI _ I_ I III Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec ■ 2019 Domestic Assault by Month ■ 2020 Domestic Assault by Month ■ 2021 Domestic Assault by Month ■ 2022 Domestic Assault by Month 342 Mental Health by Month 30 25 20 — 15 10 5 0 Jan Feb Mar Apr May Jun Jul Aug Sep Oct ■ 2019 Mental Health by Month ■ 2020 Mental Health by Month ■ 2021 Mental Health by Month ■ 2022 Mental Health by Month I 70 60 50 40 30 20 10 I I 0 Fraud/ Theft by Month 11111111111111111 Jan Feb Mar Apr May Jun Jul Aug Sep Oct ■ 2019 Fraud/ Theft by Month ■ 2020 Fraud/ Theft by Month ■ 2021 Fraud/ Theft by Month ■ 2022 Fraud/ Theft by Month Nov 343 Activity NIBRS - Activity Codes Code Descriptor GROUP A AC Animal Cruelty Abuse or neglect of animal AR Arson Intentionally destroy property by fire A Assault Altercation between parties where physical harm occurred AA Aggravated Assault Assault where substantial injury is caused or weapon used BB Bribery Offering, giving, receive anything of value to sway judgement B Burglary Unlawful entry into a structure to commit a crime CF Counterfeiting/Forgery Alter, copy, imitation, passing a copy as an original P Property Damage All damage to property D Drugs All drug violations, possession of, sale of, manufacture of EM Embezzlement Misappropriation of money, property entrusted to person EX Extortion/Blackmail Unlawful obtain money, property by use or threat of force U Fraud Intential perversion of truth to obtain money or property G lGambling Unlawful operate, promote or assist in operation of gambling H Homicide Intentional taking of a persons life HT Human Trafficking Induce a person to perform sex act or labor via force, fraud or coercian K Kidnapping Unlawful seizure, transport or detain person against their will T Theft/larceny Taking of property, stealing V Motor Vehicle Theft Theft of a motorized vehicle PO Pornograghy Manufacture, publish, sell, buy, possess sexually explicit material PR Prostitution Unlawfully engage in or promote sexual activity for anything of value R Robbery Taking of property by use of force S Isex Offenses Forcible sexual assault SN Sex Offenses, Nonforcible Nonforcible sexual intercourse (incest, statutory rape) SP Stolen Prop Offenses Receive, buy, sel possess, conceal, transport known stolen property W Weapons lViolation of manufacture, sale purchase, transportm use firearm GROUP B BC Bad Checks Intential issuance of check against insufficient or nonexistent funds CL * Curfew/Loitering Curfew violation/ person remain in area w/o visable means of support DP * Disorderly Conduct Behavior tends to disturb publice peace/shock public sense of morality J Driving Under Influence Traffic stop or accident involving drive under influence DR * Drunkness Drink alcohol to extent substantial impairs mental and physical function FO Family Offense, Non violent Unviolent acts by family member against another family member LV Liquor Law Viol Illegal consumption, sale, possession of liquor PT * Peeping Tom Secretly look in windows, doorway, keyhole for purpose of voyeurism RU lRunaway Juvenile runaway TR iTrepassing Unlawfully enter land, dwelling or other real property M JAII Other Offenses OFP/Danco violation,Traffic - Hit & run accident All other offense not included in other A & B classifications 0 Ordinances Laws/rules created by county or cities. * Use only when Enforcement used (citation or arrest) 344 Activity Codes Non -criminal, Traffic and Administrative NON CRIMINAL Code Description 1 Misc. NonCriminal Gen law enforcement questions: citizen assists, lost and found property civil disputes, juvenile disciplinary issues, etc 2 Unlock Veh/Bldg Unlock doors of automobile, residence or business for owners 3 Alarm Checking on an alarm at a private residence or business 4 Domestic Verbal argument between parties. Must have relationship. No charges 5 Missing Person Missing / Lost person (not runaway) 6 Abuse/Neglect - Info only Abuse or neglect of children or adults 9 Animal Animal bites, stray animals. All calls involving animals 10 Medical Assist persons with medical issues, natural cause deaths 11 House/Business Check Check on residences or business when owners are away from property 12 Assist other Agency Assist other law enforcement, state patrol, govt depts, EMT or medical 13 Fire Call Fires and assist to fire departments 15 Mental Health Suicides, 72 hr holds for mental health issues 16 Civil Process Service of civil papers. Assist with civil standby situations 17 Transport Trtansport persons for various reasons. 19 Warrant Service Service of warrant for Carver County and other counties. 20 Boat & Water All incidents involving boats, watercraft and/or lakes 21 Snowmobile All incidents involving snowmobiles 22 ATV All incidents involving ATV 30 Suspicious Activity Suspicious persons, acts or vehicles. Accidental 911 calls 31 Open Door Located an open door to a business or residence 34 Drug - Info Only Drug information only 35 Disturbance - Info Only Noise complaint, disturbing peace 60 Child Custody Dispute Incidents involving dispute over child custody TRAFFIC RELATED Code Description 8 Traffic - Misc Misc. traffic issues, stalled vehicle, debris on roadway, traffic control, veh in ditch, assists, all parking issues 38 Traffic - Stops All traffic stops initiated by officers 50 Auto Accd - Prop Damage Auto accident in which only property damage occurred 51 Auto Accd - MV vs deer Auto accident involving a motor vehicle and deer 52 Auto Accd - Injury Auto accident in which injury and property damage occurred 54 Auto Accd - Fatality Auto accident in which a fatality occurred 80 Driving Complaint Complaints of bad driving behavior. 345 ADMINISTRATIVE Code Description 0 Call Error Calls for service created in error 18 Warrant Issued Warrant issued by Carver County Court Administration 23 Explosive/Firearm Dealer Application for a permit for explosives or firearms dealer license. 24 Gun Permit - Acquire Application for a permit to purchase a handgun. 25 Gun Permit -Carry (new) Application for a permit to carry a handgun. 26 Gun Permit - Transfer Application for the transfer of a reg. gun from one individual to another. 28 Gun Permit - Carry (renewa Application to renew a permit to carry a handgun. 32 Gun Permit - Carry Late Re Application to renew a permit to carry a handgun after 90 day expiration 37 Rec Ck - Immigration Records check for updating immgration status 39 Rec Ck - Gambling Permit Records check for gambling permit 40 Rec Ck -Citizen Academy Records check for citizens academy 41 Rec Ck - Adoption Records check for adoption 42 Rec Ck - Carver Cty Emplo Records check for Carver County employment 43 Rec Ck - SO Employ Records check for Carver County Sheriff's Office employment 44 Rec Ck - SO Volunteer Records check for Carver County Sheriff's Office Volunteer 45 Rec Ck - DHS Records check for Dept of Human Services 46 Rec Ck - Name Change Records check for Name change purposed 47 Rec Ck - Other Employ Records check for other employment 48 Rec Ck - Individual Records check for an individual 49 Rec Ck - Military Records check for the military 61 License - Day Care Records check for a day care license 62 License - Foster Care Records check for a foster care license 63 License - Liquor Records check for a liquor license 64 IlLicense - Massage Parlor Records check for a massage parlor license 65 License - Fireworks Records check for fireworks permit 66 License - Peddler Records check for peddlers license 999 Sealed Records are sealed by Court Order 346 City Council Item January 23, 2023 Item Resolution 2023-XX: Consider a Request for Approval of a Metes and Bounds Subdivision at 6730 Golden Court File No. Planning Case 2022-16 Item No: H.2 Agenda Section PUBLIC HEARINGS Prepared By MacKenzie Young -Walters, Associate Planner Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council adopts a resolution approving a Metes and Bounds subdivision creating two single-family lots subject to the conditions of approval, and adopts the Findings of Fact and Decision." Motion Type I Simple Majority Vote of members present Strategic Development & Redevelopment Priority SUMMARY The applicant is requesting approval of a Metes and Bounds subdivision of 1.17 acres into two single- family lots, one for the existing home and one new lot. BACKGROUND The city's discretion in approving or denying a subdivision is limited to whether or not the proposed subdivision meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the city must approve the subdivision. This is a quasi-judicial decision. DISCUSSION The applicant is proposing splitting a 1.17-acre parcel zoned Single -Family Residential and guided for 362 Residential Low Density development into two lots. The existing single-family home will remain on Parcel B and Parcel A will be a new vacant lot. The minimum lot area and dimensions for both proposed parcels meet the requirement of the city's zoning code, though portions of the existing driveway will need to be removed to avoid creating a nonconforming driveway configuration. The proposed subdivision is consistent with the conceptual development plan for the neighborhood and falls within the density range established by the 2040 Land Use Plan. Approving the subdivision would create one additional buildable lot which would have access to a public street and municipal services. The proposed subdivision would establish new drainage and utility easements as well as easements protecting a wetland and associated buffers on Parcel A. The proposed amount of canopy cover preserved exceeds the minimum required by city code. Given the above, it is staff s assessment that the proposed subdivision, subject to the conditions of approval, meets the requirements of the subdivision regulations and zoning ordinance. A full discussion can be found in the attached staff report. BUDGET RECOMMENDATION Staff recommends the adoption of the resolution approving the metes and bounds subdivision creating two single-family lots, plans prepared by Demars-Gabriel Land Surveyors, Inc., dated August 16, 2022 and revised December 15, 2022, subject to the conditions stated in the attached staff report. ATTACHMENTS Staff Report 6730 Golden Court Resolution Findings of Fact and Decision Engineering Comments Application for Development Review Lot Split Survey Tree Inventory Grading and Erosion Control Affidavit of Mailing 363 CC DATE: January 23, 2023 CITY OF CHANHASSEN REVIEW DEADLINE: Feb 12, 2023 CASE #: 2022-16 BY: MYW, EH, JR, JS PROPOSED MOTION: "The Chanhassen City Council approves the resolution approving a Metes and Bounds subdivision creating two single-family lots subject to the conditions of approval, and adopts the findings of fact and decision." SUMMARY OF REQUEST: Request for approval of a Metes and Bounds subdivision of 1.17 acres located at 6730 Golden Court, Carver County, Minnesota into two single-family lots. LOCATION: 6730 Golden Court APPLICANT: Schutrop Building & Development Marty Schutrop 540 Lakota Lane Chaska, MN 55318 PRESENT ZONING: Single -Family Residential (RSF) 2040 LAND USE PLAN: Residential Low Density ACREAGE: 1.17 acres DENSITY: 1.71 net units per acre. Level of City Discretion in Decision -Making: The city's discretion in approving or denying a subdivision is limited to whether or not the proposed subdivision meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the city must approve the subdivision. This is a quasi- judicial decision. PROPOSAL/SUMMARY The applicant is proposing splitting an 1.17 acre parcel zoned Single -Family Residential and guided for Residential Low Density development into two lots. The minimum lot area and dimensions for both proposed parcels meet the requirement of the city's zoning code, though portions of the existing driveway will need to be removed to avoid creating a nonconforming driveway configuration. The proposed subdivision is consistent with the conceptual development plan for the neighborhood and falls within the density range established by the 2040 Land Use Plan. 364 Metes and Bounds Subdivision 6730 Golden Court January 23, 2023 Page 2 Approving the subdivision would create one additional buildable lot which would have access to a public street and municipal services. The proposed subdivision would establish new drainage and utility easements as well as easements protecting the wetlands on the property and associated buffers. The proposed amount of canopy cover preserved exceeds the minimum required by city code. Given the above, it is staff s assessment that the proposed subdivision, subject to the conditions of approval, meets the requirements of the subdivision regulations and zoning ordinance. APPLICABLE REGULATIONS Chapter 18, Subdivisions Chapter 20, Article VI, Wetland Protection Chapter 20, Article X1I, "RSF" Single -Family Residential District Chapter 20, Article XXIV, Division 2, Section 1122 "Access and Driveways" BACKGROUND The house on the property was constructed in 1969. Development in this area was first contemplated in 1995 when city staff created Alternative Development Proposals for the neighborhood in response to a proposal for what would become the Golden Glow Acres Subdivision. Five options were considered with an option including a combination of private streets and a public road with a cul- de-sac ultimately being selected as the preferred development scenario. As the graphic to the right shows, development in the area has been largely consitent with the concept plan. There are four properties remaining that are eligible for future subdivions, including the subject parcel which is highlighted in the graphic. The proposed lot split is in line with what was envisioned in the 1995 concept plan. Current Lot Lines Concept Development t � i 1 2 + 2 I +r loran � .r 21 1� y� KAM an 13 ' �r�an�er F F _ F r F I� 365 Metes and Bounds Subdivision 6730 Golden Court January 23, 2023 Page 3 EXISTING CONDITIONS SITE CONSTRAINTS Bluff Creek Corridor This property is not located within the Bluff Creek Overlay District. Wetland Protection There is a small Manage 2 wetland along the northern property line. This wetland requires a 20- foot wetland buffer with associated 30-foot primary and 15-foot accessory structure setbacks from the edge of the wetland buffer. While not a wetland, a drainage way protected by a 20-foot drainage and utility easement also transverses the parcel. Bluff Protection There are no bluffs on the property. The property slopes from a high point of 1004 on the near the center of eastern property line to a low point of 990 along the drainage way in the southwest corner of the property, with the northwest corner sloping upwards from the drainage way to an elevation of 1000. Shoreland Management The property is not located within a shoreland protection district. Floodplain Overlay This property is not within a floodplain. SUBDIVISION REVIEW The applicant is requesting a metes and bounds subdivision to create two lots. The lots are proposed to be served via Golden Court. Both the proposed lots meet the minimum area, width and depth requirements of the Zoning Ordinance. Parcel B contains an existing single-family home. Staff notes that the proposal is consistent with the Comprehensive Plan and the Zoning Ordinance. 366 Metes and Bounds Subdivision 6730 Golden Court January 23, 2023 Page 4 �n J Conaeno[:on Eosemen[� f . � v r set6ork 10 s[ ' ufhFimeygf the nvrlh 123. - 1 �1�1 KW14 of Sec. 2 + j 1 216'33 588'S4'2a"E d3S 1aLaI b' s eyard se# EASEMENTS The subject property located at 6730 Golden Court has existing public and private easements as identified on the Existing Condition Survey provided by Civil Methods, Inc. and dated December 7, 2022. A 20-foot-wide public drainage and utility easement (DUE) per Doc. No. A393558 follows the existing drainage way which traverses across the property from the northeast corner to the southwest corner. This easement will remain as it is in accordance with Sec. 18-76(c) of City Ordinance. A 20 by 12-foot private access easement per Doc. No. A477799 is located adjacent to the northeast corner and to the benefit of the subject property. It is strongly recommended that this private access easement be reviewed by the applicant and the abutting property owner to the north, 6710 Golden Court, to ensure that it is still required and if not, that it be released. As the subject property has never been platted there aren't typical public DUEs as defined by Sec. 18-76(b). However, the applicant is proposing to record DUEs as illustrated and described on the Proposed Property Division plan provided by Demars-Gabriel Land Surveyors, Inc., dated August 16, 2022, that meet City Ordinance. As the new property lines will be encumbered by 367 Metes and Bounds Subdivision 6730 Golden Court January 23, 2023 Page 5 DUEs, any approved encroachments, existing or proposed, associated with the subdivision shall be required to enter into an encroachment agreement in accordance with Sec. 20-923. One additional encroachment subject to this requirement is illustrated on the plans as an existing retaining wall within the Golden Court right-of-way abutting proposed Parcel A. Lastly, the applicant is proposing to record additional easements over an existing wetland located near the northeast corner of the property; this is discussed in greater detail in the "Wetlands" section of this report. GRADING The applicant is proposing minimal grading for the proposed house on Parcel A. The preliminary grading plans indicate that drainage will be routed away from the proposed new housing pad as well as the existing home on Parcel B in accordance with City Ordinances. Additional grading is proposed in order to construct a drainage swale to direct stormwater runoff associated with the subdivision to a rain garden located on the south of the subject property. It is a requirement to treat and manage the stormwater within the subdivision which is discussed in greater detail in the "Storm Water Management" section of this report. RETAINING WALLS The applicant is proposing the construction of one retaining wall on Parcel A. Based on the provided plans it would appear the retaining wall will be over four feet in height as measured from the bottom of the foundation to the top of the wall. If any retaining wall exceeds four feet in height, plans prepared by a registered engineer or landscape architect shall be submitted with the building permit for review and approval. As discussed under "Easements" of this report, any encroachments within public easements will require an encroachment agreement, including the portion of the proposed retaining wall on Parcel A located within the proposed 10-foot front yard public drainage and utility easement if it is to remain. All conditions associated with the retaining wall shown on Parcel A will be addressed during the building permit review. SANITARY SEWER AND WATER MAIN The proposed subdivision has access to adequate public sanitary and water service from the existing eight -inch PVC sanitary main and six-inch DIP water main within Golden Court right- of-way. The plans provided by the applicant, dated December 7, 2022, prepared by Kent E. Brander with Civil Methods, Inc., do not illustrate or depict any sanitary or water services to Parcel A or B, however it is clear that the intent would be to utilize existing service laterals previously stubbed to the property in association with the build -out of the area (Project #2003- 10). The applicant and their engineer must work with city staff in amending the construction plans to fully satisfy staff concerns. Final construction plans will be subject to review and approval by staff. As utilities were brought to the subdivision by private development, the lateral charges will not be applicable. However, due to the age of these services and prior to connecting to the existing service taps, their serviceability shall be verified. All additional conditions 368 Metes and Bounds Subdivision 6730 Golden Court January 23, 2023 Page 6 associated with these service lines will be addressed during the building permit review and will be required to adhere to the most recent edition of the City's Standard Specifications and Detail Plates. ASSESSMENTS Water and sewer partial hookups are due at the time of recording of the subdivision. The partial hookup fees will be assessed at the rate in effect at that time. The remaining partial hookups fees are due with the building permit. Based on the proposal the following fees will be collected prior to recording of the subdivision (these are 2022 rates and are subject to change in 2023): a) Partial hookup fees: a Water Hook -Up of $2,563 and a Sewer Hook -Up of $691.00 b) Surface water development fee: $10,026.02 c) Park dedication fee: $5,800.00 SURFACE WATER RESOURCES One wetland was delineated onsite by Kjolhaug Environmental Services in the northeast corner of the site. The associated wetland report was approved by the Wetland Conservation Act technical evaluation panel on July 22, 2022. The wetland is not downgradient from and will not be disturbed as part of the project, however previous work on the site during the summer of 2022 disturbed the buffer area. Furthermore, during the WCA site visit large amounts of buckthorn were observed within the buffer area shown in the proposed plans. As such, the existing buffer area is denied and the applicant must submit a wetland buffer landscaping plan as defined in Sec. 20-412(h). The buffer landscaping plan including permanent buffer monuments must be approved by the water resources engineer and installed with the project. The proposed plans and survey show a conservation easement over the wetland and buffer area that is generally consistent with Sec. 20-412, however the easement area should be converted to a drainage and utility easement Sec. 20-412(a). The wetland and buffer easement overlaps the drainage easement for the channel which is part of the city's municipal separate storm sewer system (MS4). The city must be able to maintain stormwater infrastructure including drainage channels for the safety of its residents. As such, the conservation easement shall be changed to a drainage and utility easement which will still act to protect the wetland and buffer areas. EROSION AND SEDIMENT CONTROL The proposed development will disturb 0.59 acres which does not exceed the one (1) acre of disturbance and will, therefore, not require the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit). The project does exceed the 5,000 square foot threshold requiring an Erosion and Sediment Control Plan per City Ordinance. The applicant has prepared and submitted a Surface Water Pollution Prevention Plan (SWPPP) to the city for review. The SWPPP is a required submittal element for the development along 369 Metes and Bounds Subdivision 6730 Golden Court January 23, 2023 Page 7 with the Erosion and Sediment Control Plan (ESCP) in accordance with Section 19-145 of City Ordinance. The SWPPP and ESCP were reviewed and determined to be consistent with city ordinance. The SWPPP will need to be updated per city comments, as the plans are finalized, when the contractor and their sub -contractors are identified, and as other conditions change. All erosion control shall be installed and inspected prior to initiation of site grading activities. Lastly, a security in the amount of $12,940.00 based on the Opinion of Probable Construction Cost, dated December 28, 2022, provided by Civil Methods, Inc., shall be provided for grading, site restoration, erosion control and wetland buffer re-establishment prior to the recording of the subdivision. STORMWATER MANAGEMENT Article VII, Chapter 19 of city code describes the required storm water management development standards. Section 19-141 states that "these development standards shall be reflected in plans prepared by developers and/or project proposers in the design and layout of site plans, subdivisions and water management features." These standards include water quality treatment resulting in the removal of 90% total suspended solids (TSS) and 60% total phosphorous (TP), and runoff rate control for the 2-, 10-, and 100-year storm events. The proposed development is located within the Riley Purgatory Bluff Creek Watershed District (RPBCWD) and is therefore subject to the watershed's rules and regulations. A Stormwater Management Report dated August 30, 2022, was submitted by the applicant to the city and watershed district as part of the final plat review. Conditional approval from the RPBCWD was received on the final plat. RPBCWD requires volume abstraction of 1.1 inches of runoff from all new or disturbed impervious on the parcel for new development. Due to the 0.1 acres of regulated proposed impervious, 414 cubic feet of volume abstraction is required. The proposed raingarden provides 451 cubic feet of treatment volume, meeting the RPBCWD volume abstraction requirement. Because the site is providing more volume abstraction than is required, the proposed project is meeting the water quality rules. Three soil borings were performed by Interstate Geotechnical Engineering, Inc. and were used to confirm the soil types and that the required minimum three feet separation to groundwater was provided at the proposed raingarden location. Additionally, results from a double ring infiltrometer test were submitted which showed an average infiltration rate of 0.52 in/hr. The development is using a design infiltration rate of 0.3 in/hr. which is in line with the geotechnical information provided for review. The Stormwater Management Report and supporting Hydrologic and Hydraulic HydroCAD models were reviewed and were found to be consistent with the plans. The modeling shows the site's proposed discharge rates match existing discharge rates for the 2-, 10- and 100-year rainfall events modeled. 370 Metes and Bounds Subdivision 6730 Golden Court January 23, 2023 Page 8 As outlined in the City's Surface Water Management Plan adopted in December 2018, the city requires at least three feet of freeboard between a building elevation and adjacent ponding features. The high-water level of the proposed raingarden and wetland are 990.7 and 992.8, which provides the required three feet of separation to adjacent ponding features for the proposed and existing home low floor elevations (995.8 and 995.5 respectively). The biofiltration basin/raingarden is located on Parcel B and will be privately owned and therefore will require an Operations and Maintenance (O&M) Agreement and associated plan. A draft stormwater maintenance plan and checklist were provided for review. The applicant must revise the operations and maintenance plan based on City comments and provide a signed O&M Agreement with the city prior to the initiation of construction activities onsite. It is critical that BMPs are built correctly and function as designed after site construction is complete to protect downstream water resources. A security in the amount of $2,900 associated with the cost of the BMP construction provided by the engineer's estimate shall be provided for onsite BMP and close out prior to the recording of the subdivision. The security shall be released when as-builts are received and the BMP is approved by the water resources engineer as functioning per plan. Infiltration and/or drawdown tests are typical for BMP closeouts along with ensuring the entire site has proper vegetative cover. SURFACE WATER MANAGEMENT FEES Section 4-30 of City Code sets out the fees associated with surface water management. A water quality and water quantity fee are collected with a subdivision. These fees are based on land use type and are intended to reflect the fact that the more intense the development type, the greater the degradation of surface water. This fee will be applied to the entire subdivision. It is calculated as shown in the table below (these are the 2022 rates and are subject to change in 2023): SURFACE WATER DEVELOPMENT FEE AREA PER ACRE FEE ACRES FEE CROSS AREA $8,830 1.17 $ 10,331.10 WETLAND & BUFFER (in conservation easement) $8,830 0.034550046 $ (305.08 NEr AREA 1.135449954 $ 10,026.02 LANDSCAPING AND TREE PRESERVATION The applicant for the development of 6730 Golden Court has submitted tree canopy coverage and preservation calculations. They are as follows: Total upland area 1.17 ac. or 51,160 SF Baseline canopy coverage 67.8% or 34,699 SF Minimum canopy coverage required 46% or 23,533 SF Proposed tree preservation 58.1% or 29,726 SF 371 Metes and Bounds Subdivision 6730 Golden Court January 23, 2023 Page 9 The development meets minimum canopy coverage preservation requirements. The applicant is proposing to save three trees near the proposed building pad on Parcel A. If these trees are damaged or removed due to construction, they must be replanted with a new tree on the lot. It is recommend that the trees be protected with fencing during all construction activity. PARKS & RECREATION The quality and number of recreational facilities in a community directly contributes to its quality of life. For this reason, the City of Chanhassen places a strong emphasis on parks and open space. As the City of Chanhassen has developed and increased in population, more pressure and attention has been given to providing recreational opportunities for our residents. Increased leisure time, health awareness, greater mobility, and high disposable incomes have all contributed to the increased demand for recreational activities. The challenge of the next century will be to provide facilities for a growing and diverse population. Parks can be defined as public areas that provide active or passive -oriented recreational facilities. A significant characteristic of parkland is its accessibility to its users. Open space is any parcel that is not used for buildings or other structures and is left in a natural state. Parks and open space perform diverse functions such as: meeting physical and psychological needs, enhancing and protecting the resource base, enhancing real estate values, and providing a positive impact on economic development. Parks The goal of neighborhood parks is to provide informal recreational opportunities close to where people live. Chanhassen operates under the standard that all residents should be within walking distance, or a half mile, of a neighborhood park. The proposed development is located within 1/2 mile of Curry Farms Park and Carver Beach Park. Trails The city's goal is to maintain a comprehensive and easily navigable trail and sidewalk system that connects neighborhoods to park and recreation facilities, schools, community destinations and other communities. Park and Trail Conditions of Approval Park Dedication Fees shall be collected at the rate enforced upon the date of approval for the new single family lot. The 2023 Park Dedication fee is $5,800 per single family lot. 372 Metes and Bounds Subdivision 6730 Golden Court January 23, 2023 Page 10 MISCELLANEOUS The proposed subdivision has adequate access to both Parcels A and B from the existing public street known as Golden Court. The applicant has proposed to remove a majority of the existing driveway to accommodate the construction of the new home on Parcel A. The new driveway and remaining portions of the existing driveway must adhere to Sec. 20-1122 of City Ordinance. Upon submittal of the building permit, plans shall be updated to incorporate the requirements of Sec. 20-1122 which include, but aren't limited to, adjusting the width of Parcel A's driveway to a maximum of 24 feet at the property line and maintaining a minimum of a 5-foot side yard setback for the entirety of each driveway. An escrow equal to the amount of 110 percent of the estimated cost of removing the existing driveway from Parcel A and bringing the remaining portion of the driveway into compliance with Sec. 20-1122 of the city code will be required, and this work must be completed within six months of the approval of the subdivision. COMPLIANCE TABLE Area Frontage Depth Lot Cover (sq. ft.) (ft.) (ft.) % impervious (sq. ft.)/ Notes % pervious (sq. ft.) Code 15,000 90 125 25% (3,750 sq. ft.)/5% (750) Parcel A 26,709 123.8 215.7 25% (6,677)/5% (1,335) Wetland present Approximately 3,144 sq. ft. (12.85%) impervious to remain with existing Parcel B 24,451 120.4 158.13 25% (6,112)/5% (1,222) home and drive. Total 51,160 1.17 acres Setbacks: Front - 30 ft., Side - 10 ft., Rear - 30 ft. From Wetland Buffer: 30 ft. primary structure, 15 ft. accessory structure. RECOMMENDATION Staff recommends approval of the metes and bounds subdivision creating two single-family lots, as shown in plans prepared by Demars-Gabriel Land Surveyors, Inc., dated August 16, 2022 and revised December 15, 2022, subject to the following conditions: Building: A building permit must be obtained prior to demolishing any structures on the site and before beginning any construction on the site. 373 Metes and Bounds Subdivision 6730 Golden Court January 23, 2023 Page 11 2. Building plans must provide sufficient information to verify that proposed building meets all requirements of the Minnesota State Building Code, additional comments or requirements may be required after plan review 3. Retaining walls (if present) more than four feet high, measured from the bottom of the footing to the top of the wall, must be designed by a professional engineer and a building permit must be obtained prior to construction. Retaining walls (if present) under four feet in height require a zoning permit. Engineering/Water Resources: 1. Public drainage and utility easements shall be recorded prior to, or concurrently with, the recording of the subdivision in accordance with the Proposed Property Division plan drafted by Demars-Gabriel Land Surveyors, Inc., dated August 16, 2022. 2. The applicant shall enter into an encroachment agreement for the existing retaining wall within Golden Court right-of-way abutting Parcel A prior to, or concurrently with, the recording of the subdivision and public easements. All other encroachments within public easements will be reviewed at the time of building permit reviews. 3. A security in the amount of $12,940.00 shall be provided for grading, site restoration, erosion control and wetland buffer re-establishment prior to the recording of the subdivision. 4. The applicant and their engineer must work with City staff in amending the construction plans, dated December 7, 2022, prepared by Kent E. Brander with Civil Methods, Inc. to fully satisfy staff concerns. Final construction plans will be subject to review and approval by staff prior to recording of the subdivision. 5. Prior to connecting to the existing service laterals, their serviceability shall be verified. For sanitary sewer, this shall be accomplished via CCTV which will be provided to the City's Engineering Department for review prior to connection. 6. The development fees associated with this subdivision shall be paid prior to recording of the subdivision. Fees are based on rates in effect at the time of recordation and for 2022 they total $19,080.02, and are enumerated as such: a. Partial hookup fees: a Water Hook -Up of $2,563.00 and a Sewer Hook -Up of $691.00 b. Surface water development fee: $10,026.02 c. Park dedication fee: $5,800.00 374 Metes and Bounds Subdivision 6730 Golden Court January 23, 2023 Page 12 7. The applicant shall update the Operations and Maintenance plan based on city comments and enter into an Operations and Maintenance Agreement for the privately owned stormwater facilities onsite which shall be recorded prior to the recording of the subdivision. 8. The conservation easement shall be changed to a drainage and utility easement. 9. The applicant must submit a wetland buffer landscaping plan as defined in Sec. 20- 412(h). The buffer landscaping plan including permanent buffer monuments must be approved by the water resources engineer and installed with the project. 10. A security in the amount of $2,900 shall be provided for onsite BMP construction and close out prior to the recording of the subdivision. The security shall be released when as- builts are approved and the BMP/site is approved by the water resources engineer as constructed per plan. Environmental Resources: 1. Tree preservation fencing must be installed at the dripline or the furthest point possible from the trunk around trees #94, #95, and # 180. 2. If trees #94, #95, or #180 are damaged or removed due to construction, they must be each be replaced with a 2.5" overstory shade tree or eight foot high conifer. Parks & Recreation: 1. Park Dedication fees in the amount of $5,800 shall be paid prior to recording the subdivision. Planning: The existing driveway on Parcel A shall be removed and the existing driveway on Parcel B shall be brought into compliance with Section 20-1122 of the City Code. An escrow of 110% of the estimated removal cost for the required sections of the existing driveway must be received prior to recording, and the required sections of the existing driveway must be removed within six months of the approval of this subdivision. And adoption of the Findings of Fact and Decision. ATTACHMENTS 1. Findings of Fact and Decision 2. Resolution 3. Eng/WRE Memo 375 Metes and Bounds Subdivision 6730 Golden Court January 23, 2023 Page 13 4. Development Review Application 5. Survey 6. Tree Inventory 7. Grading and Erosion Control Plans 8. Affidavit Public Hearing Notice and Mailing List g:\plan\2022 planning cases\22-16 6730 golden court\staff report 6730 golden court metes and bounds.docx 376 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: January 23, 2023 RESOLUTION NO: MOTION BY: SECONDED BY: 2023-XX A RESOLUTION APPROVING A METES AND BOUNDS SUBDIVISION SCHUTROP BUILDING & DEVELOPMENT, 6730 GOLDEN COURT WHEREAS, Schutrop Building & Development has requested approval of a metes and bounds subdivision creating two single-family lots on property in Chanhassen described as: The north 240 feet of the south 674 feet of the west 215 feet of the Northwest Quarter of the Southeast Quarter of Section 2, Township 116 North, Range 23 West, Carver County, Minnesota, Excepting therefrom the following: Commencing at the southeast corner of said property; thence northerly along the easterly line of said property, for a distance of 55.2 feet to the true point of beginning; thence southerly along said easterly line to the southeast corner of said property; thence westerly along the southerly boundary of said property for a distance of 25 feet; thence northeasterly to the true point of beginning; and WHEREAS, the property is guided for Residential Low Density use; and WHEREAS, the property is zoned Single -Family Residential district, RSF; and WHEREAS, the proposed metes and bounds subdivision complies with all requirements of the Chanhassen City Code; and WHEREAS, the proposed metes and bounds subdivision adequately provides for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by the city; and WHEREAS, the proposed metes and bounds subdivision is consistent with the Chanhassen Comprehensive Plan and Zoning ordinance. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby approves a metes and bounds subdivision consisting of two tracts, Parcels A and B, subject to the following conditions of approval: Building: 1. A building permit must be obtained prior to demolishing any structures on the site and before beginning any construction on the site. 2. Building plans must provide sufficient information to verify that proposed building meets all requirements of the Minnesota State Building Code, additional comments or requirements may be required after plan review. 377 3. Retaining walls (if present) more than four feet high, measured from the bottom of the footing to the top of the wall, must be designed by a professional engineer and a building permit must be obtained prior to construction. Retaining walls (if present) under four feet in height require a zoning permit. Engineering/Water Resources: 1. Public drainage and utility easements shall be recorded prior to, or concurrently with, the recording of the subdivision in accordance with the Proposed Property Division plan drafted by Demars-Gabriel Land Surveyors, Inc., dated August 16, 2022. 2. The applicant shall enter into an encroachment agreement for the existing retaining wall within Golden Court right-of-way abutting Parcel A prior to, or concurrently with, the recording of the subdivision and public easements. All other encroachments within public easements will be reviewed at the time of building permit reviews. 3. A security in the amount of $12,940.00 shall be provided for grading, site restoration, erosion control and wetland buffer re-establishment prior to the recording of the subdivision. 4. The applicant and their engineer must work with city staff in amending the construction plans, dated December 7, 2022, prepared by Kent E. Brander with Civil Methods, Inc. to fully satisfy staff concerns. Final construction plans will be subject to review and approval by staff prior to recording of the subdivision. 5. Prior to connecting to the existing service laterals, their serviceability shall be verified. For sanitary sewer, this shall be accomplished via CCTV which will be provided to the city's Engineering Department for review prior to connection. 6. The development fees associated with this subdivision shall be paid prior to recording of the subdivision. Fees are based on rates in effect at the time of recordation and for 2022 they total $19,080.02, and are enumerated as such: a. Partial hookup fees: a Water Hook -Up of $2,563.00 and a Sewer Hook -Up of $691.00 b. Surface water development fee: $10,026.02 c. Park dedication fee: $5,800.00 7. The applicant shall update the Operations and Maintenance plan based on city comments and enter into an Operations and Maintenance Agreement for the privately owned stormwater facilities onsite which shall be recorded prior to the recording of the subdivision. 8. The conservation easement shall be changed to a drainage and utility easement. 9. The applicant must submit a wetland buffer landscaping plan as defined in Sec. 20-412(h). 10. The buffer landscaping plan including permanent buffer monuments must be approved by the water resources engineer and installed with the project. 378 11. A security in the amount of $2,900 shall be provided for onsite Best Management Practices (BMP) construction and close out prior to the recording of the subdivision. The security shall be released when as-builts are approved and the BMP/site is approved by the water resources engineer as constructed per plan. Environmental Resources: 1. Tree preservation fencing must be installed at the dripline or the furthest point possible from the trunk around trees #94, #95, and # 180. 2. If trees #94, #95, or #180 are damaged or removed due to construction, they must each be replaced with a 2.5-inch overstory shade tree or 8-foot high conifer. Parks & Recreation: 1. Park Dedication fees in the amount of $5,800 shall be paid prior to recording the subdivision. Planning: 1. The existing driveway on Parcel A shall be removed and the existing driveway on Parcel B shall be brought into compliance with Section 20-1122 of the City Code. An escrow of 110% of the estimated removal cost for the required sections of the existing driveway must be received prior to recording, and the required sections of the existing driveway must be removed within six months of the approval of this subdivision. And adoption of the Findings of Fact and Decision. PASSED AND ADOPTED by the Chanhassen City Council this 23rd day January of 2023. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 3 379 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND DECISION IN RE: Application of Schutrop Building & Development for Subdivision approval. On January 23, 2023, the Chanhassen City Council met at its regularly scheduled meeting to consider the application of Schutrop Building & Development for approval of a metes and bounds subdivision of property into two lots. The City Council conducted a public hearing on the proposed subdivision preceded by published and mailed notice. The City Council heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Single -Family Residential district, RSF. 2. The property is guided in the 2040 Comprehensive Land Use Plan for Residential Low Density uses. 3. The legal description of the property is: The north 240 feet of the south 674 feet of the west 215 feet of the Northwest Quarter of the Southeast Quarter of Section 2, Township 116 North, Range 23 West, Carver County, Minnesota, Excepting therefrom the following: Commencing at the Southeast corner of said property; thence northerly along the easterly line of said property, for a distance of 55.2 feet to the true point of beginning; thence southerly along said easterly line to the southeast corner of said property; thence westerly along the southerly boundary of said property for a distance of 25 feet; thence northeasterly to the true point of beginning. 4. The Subdivision Ordinance directs the City Council to consider seven possible adverse effects of the proposed subdivision. The seven (7) effects and our findings regarding them are: a. The proposed subdivision is consistent with the zoning ordinances; Finding: The proposed lots meet or exceed the minimum standards established by the Single Family Residential District, and the proposed lots incorporate buffers and setbacks as required by the Wetland Protection Ordinance. No conflicts were found between the zoning ordinance and the proposed subdivision. b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's Comprehensive Plan; 380 Finding: The proposed subdivision is consistent with the property's guidance under the city's 2040 Comprehensive Plan and aligns with following polices and goals: 1) Land Use: a. Create a mixture of development capable of providing a high quality of life and a reliable tax base; b. Encourage development within the MUSA; c. Support low density residential development in appropriate areas of the community in such a manner as to maintain the aesthetic of existing single- family areas, and to create new neighborhoods of similar character and quality; and 2) Housing: a. Provide housing opportunities for all residents, consistent with the identified community goals; b. Housing development that respects the natural environment of the community while striving to accommodate the need for a variety of housing types and costs; c. and the city shall require development within the density range given by the Comprehensive Plan; No conflicts were found between the proposed subdivision applicable city, county, and regional plans. c. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and stormwater drainage are suitable for the proposed development; Finding: The aforementioned physical characteristics of the site are conducive to residential low density development. d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by the subdivision ordinance, Chapter 18, and Water, Sewers and Sewage Disposal, Chapter 19; Finding: Public water and sewer services, as well as access to a public street, are present and development is proposing erosion control, stormwater, and other improvements that meet the requirements of the City Code. e. The proposed subdivision will not cause significant environmental damage; Finding: The proposed subdivision is not expected to cause significant environmental damage. f. The proposed subdivision will not conflict with easements of record; and W 381 Finding: The proposed subdivision will not conflict with existing easements and the applicant will grant additional easement along the proposed lot lines and over the property's wetland area. g. The proposed subdivision is not premature since adequate infrastructure is available. A subdivision is premature if any of the following exists: 1). Lack of adequate stormwater drainage. Finding: The proposed stormwater BMPs meet the requirements of the city code. 2). Lack of adequate roads. Finding: Access is provided by an existing public street. 3). Lack of adequate sanitary sewer systems. Finding: The property will be served by the city's sanitary sewer system 4). Lack of adequate off -site public improvements or support systems. Finding: The proposed subdivision has access to adequate off -site public improvements and support system. 5. The planning report #2022-16 dated January 23, 2023, prepared by MacKenzie Young - Walters, et al, is incorporated herein. DECISION The City Council approves the resolution approving the metes and bounds subdivision creating two single-family lots subject to the conditions of the planning report. ADOPTED by the Chanhassen City Council this 23rd day of January, 2023. CHANHASSEN CITY COUNCIL • Its: Mayor g:\plan\2022 planning cases\22-16 6730 golden court\findings of fact and decision.docx 382 qA C Memorandum CITY OF C HANHASSE N Chanhassen is Community for Life -Providing forToday and Plan ningforTomorrow To: MacKenzie Young -Walters, Associate Planner From: Erik Henricksen, Project Engineer Joe Seidl, Water Resources Engineer CC. Charles Howley, Public Works Director/City Engineer George Bender, Assistant City Engineer Manuel Jordan, Environmental Resource Specialist Charlie Burke, Public Works Operations Manager Date: 111312023 Re: 6730 Golden Court Metes and Bounds Subdivision Review — Planning Case No. 2022-16 EASEMENTS The subject property located at 6730 Golden Court has existing public and private easements as identified on the Existing Condition Survey provided by Civil Methods, Inc. and dated 12/7/2022. A 20-foot-wide public drainage and utility easement (DUE) per Doc. No. A393558 follows the existing drainage way which traverses across the property from the northeast corner to the southwest corner. This easement will remain as it is in accordance with Sec. 18-76(c) of City Ordinance. A 20 by 12-foot private access easement per Doc. No. A477799 is located adjacent to the northeast corner and to the benefit of the subject property. It is strongly recommended that this private access easement be reviewed by the applicant and the abutting property owner to the north, 6710 Golden Court, to ensure that it is still required and if not that it be released. As the subject property has never been platted there aren't typical public DUEs as defined by Sec. 18-76(b). However, the applicant is proposing to record DUEs as illustrated and described on the Proposed Property Division plan provided by Demars-Gabriel Land Surveyors, Inc., dated 8/16/2022, that meet City Ordinance. As the new property lines will be encumbered by DUEs, any approved encroachments, existing or proposed, associated with the subdivision shall be required to enter into an encroachment agreement in accordance with Sec. 20-923. One PH952.227.1100 • www.ci.chanhassen.mn.us • FX952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHA55EN • MINNESOTA 55317 383 qA C CITY OF C HANHASSE N Chanhassen is Community for Life -Providing forToday and Plan ningforTomorrow additional encroachment subject to this requirement is illustrated on the plans as an existing retaining wall within the Golden Court right-of-way abutting proposed Parcel A. Lastly, the applicant is proposing to record additional easements over an existing wetland located near the northeast corner of the property; this is discussed in greater detail in the "Wetlands" section of this report. WETLANDS One wetland was delineated onsite by Kjolhaug Environmental Services in the northeast corner of the site. The associated wetland report was approved by the Wetland Conservation Act technical evaluation panel on July 22, 2022. The wetland is not downgradient from and will not be disturbed as part of the project, however previous work on the site during the summer of 2022 disturbed the buffer area. Furthermore, during the WCA site visit large amounts of buckthorn were observed within the buffer area shown in the proposed plans. As such the existing buffer area is denied and the applicant must submit a wetland buffer landscaping plan as defined in Sec. 20-412(h). The buffer landscaping plan including permanent buffer monuments must be approved by the water resources engineer and installed with the project. The proposed plans and survey show a conservation easement over the wetland and buffer area that is generally consistent with Sec. 20-412, however the easement area should be converted to a drainage and utility easement Sec. 20-412(a). The wetland and buffer easement overlaps the drainage easement for the channel which is part of the City's municipal separate storm sewer system (MS4). The city must be able to maintain stormwater infrastructure including drainage channels for the safety of its residents. As such, the conservation easement shall be changed to a drainage and utility easement which will still act to protect the wetland and buffer areas. GRADING & DRAINAGE The applicant is proposing minimal grading for the proposed house on Parcel A. The preliminary grading plans indicate that drainage will be routed away from the proposed new housing pad as well as the existing home on Parcel B in accordance with City Ordinances. Additional grading is proposed in order to construct a drainage swale to direct stormwater runoff associated with the subdivision to a rain garden located on the south of the subject property. It is a requirement to treat and manage the stormwater within the subdivision which is discussed in greater detail in the "Storm Water Management" section of this report. EROSION PREVENTION AND SEDIMENT CONTROL The proposed development will disturb 0.59 acres which does not exceed the one (1) acre of disturbance and will, therefore, not require the General Permit Authorization to Discharge PH952.227.1100 • www.d.chanhassen.w.us • FX952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHA55EN • MINNESOTA 55317 384 qA C CITY OF C HANHASSE N Chanhassen is Community for Life -Providing forToday and Plan ningforTomorrow Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit). The project does exceed the 5,000 square foot threshold requiring an Erosion and Sediment Control Plan per City Ordinance. The applicant has prepared and submitted a Surface Water Pollution Prevention Plan (SWPPP) to the City for review. The SWPPP is a required submittal element for the development along with the Erosion and Sediment Control Plan (ESCP) in accordance with Section 19-145 of City Ordinance. The SWPPP and ESCP were reviewed and determined to be consistent with city ordinance. The SWPPP will need to be updated per city comments, as the plans are finalized, when the contractor and their sub -contractors are identified, and as other conditions change. All erosion control shall be installed and inspected prior to initiation of site grading activities. Lastly, a security in the amount of $12,940.00 based on the Opinion of Probable Construction Cost, dated 12/28/2022 provided by Civil Methods, Inc., shall be provided for grading, site restoration, erosion control and wetland buffer re-establishment prior to the recording of the subdivision. RETAINING WALLS The applicant is proposing the construction of one retaining wall on Parcel A. Based on the provided plans it would appear the retaining wall will be over four feet in height as measured from the bottom of the foundation to the top of the wall. If any retaining wall exceeds four feet in height, plans prepared by a registered engineer or landscape architect shall be submitted with the building permit for review and approval. As discussed under "Easements" of this report, any encroachments within public easements will require an encroachment agreement, including the portion of the proposed retaining wall on Parcel A located within the proposed 10-foot front yard public drainage and utility easement if it is to remain. All conditions associated with the retaining wall shown on Parcel A will be addressed during the building permit review. STREETS The proposed subdivision has adequate access to both Parcels A and B from the existing public street known as Golden Court. The applicant has proposed to remove a majority of the existing driveway to accommodate the construction of the new home on Parcel A. The new driveway and remaining portions of the existing driveway must adhere to Sec. 20-1122 of City Ordinance. Upon submittal of the building permit, plans shall be updated to incorporate the requirements of Sec. 20-1122 which include, but aren't limited to, adjusting the width of Parcel A's driveway to a maximum of 24 feet at the property line and maintaining a minimum of a 5-foot side yard setback for the entirety of each driveway. SANITARY SEWER AND WATERMAIN The proposed subdivision has access to adequate public sanitary and water service from the existing 8" PVC sanitary main and 6" DIP water main within Golden Court right-of-way. The PH952.227.1100 • www.d.chanhassen.w.us • FX952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHA55EN • MINNESOTA 55317 385 qA C CITY OF C HANHASSE N Chanhassen is Community for Life -Providing forToday and Plan ningforTomorrow plans provided by the applicant, dated 12/7/2022 prepared by Kent E. Brander with Civil Methods, Inc., do not illustrate or depict any sanitary or water services to Parcel A or B, however it is clear that the intent would be to utilize existing service laterals previously stubbed to the property in association with the build -out of the area (Project #2003-10). The applicant and their engineer must work with City staff in amending the construction plans to fully satisfy staff concerns. Final construction plans will be subject to review and approval by staff. As utilities were brought to the subdivision by private development, the lateral charges will not be applicable. However, due to the age of these services and prior to connecting to the existing service taps, their serviceability shall be verified. All additional conditions associated with these service lines will be addressed during the building permit review and will be required to adhere to the most recent edition of the City's Standard Specifications and Detail Plates. STORM WATER MANAGEMENT Article VII, Chapter 19 of city code describes the required storm water management development standards. Section 19-141 states that "these development standards shall be reflected in plans prepared by developers and/or project proposers in the design and layout of site plans, subdivisions and water management features." These standards include water quality treatment resulting in the removal of 90% total suspended solids (TSS) and 60% total phosphorous (TP), and runoff rate control for the 2, 10, and 100-year storm events. The proposed development is located within the RPBCWD and is therefore subject to the watershed's rules and regulations. A Stormwater Management Report dated August 30, 2022 was submitted by the applicant to the City and watershed district as part of the final plat review. Conditional approval from the RPBCWD was received on the final plat. RPBCWD requires volume abstraction of 1.1 inches of runoff from all new or disturbed impervious on the parcel for new development. Due to the 0.1 acres of regulated proposed impervious, 414 cubic feet of volume abstraction is required. The proposed raingarden provides 451 cubic feet of treatment volume, meeting the RPBCWD volume abstraction requirement. Because the site is providing more volume abstraction than is required, the proposed project is meeting the water quality rules. Three soil borings were performed by Interstate Geotechnical Engineering, Inc. and were used to confirm the soil types and that the required minimum 3 feet separation to groundwater was provided at the proposed raingarden location. Additionally, results from a double ring infiltrometer test were submitted which showed an average infiltration rate of 0.52 in/hr. The development is using a design infiltration rate of 0.3 in/hr which is in line with the geotechnical information provided for review. The Stormwater Management Report and supporting Hydrologic and Hydraulic HydroCAD models were reviewed and were found to be consistent with the plans. The modeling shows the PH952.227.1100 • www.d.chanhassen.w.us • FX952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHA55EN • MINNESOTA 55317 386 qA C CITY OF C HANHASSE N Chanhassen is Community for Life -Providing forToday and Plan ningforTomorrow site's proposed discharge rates match existing discharge rates for the 2-, 10- and 100-year rainfall events modeled. As outlined in the City's Surface Water Management Plan adopted in December 2018, the City requires at least 3 feet of freeboard between a building elevation and adjacent ponding features. The high water level of the proposed raingarden and wetland are 990.7 and 992.8, which provides the required 3 feet of separation to adjacent ponding features for the proposed and existing home low floor elevations (995.8 and 995.5 respectively). The biofiltration basin/raingarden is located on Parcel B and will be privately owned and therefore will require an Operations and Maintenance (O&M) Agreement and associated plan. A draft stormwater maintenance plan and checklist were provided for review. The applicant must revise the operations and maintenance plan based on City comments and provide a signed O&M Agreement with the City prior to the initiation of construction activities onsite. It is critical that BMPs are built correctly and function as designed after site construction is complete to protect downstream water resources. A security in the amount of $2,900 associated with the cost of the BMP construction provided by the engineer's estimate shall be provided for onsite BMP and close out prior to the recording of the subdivision. The security shall be released when as-builts are received and the BMP is approved by the water resources engineer as functioning per plan. Infiltration and/or drawdown tests are typical for BMP closeouts along with ensuring the entire site has proper vegetative cover. STORM WATER UTILITY CONNECTION CHARGES Section 4-30 of city code sets out the fees associated with surface water management. A water quality and water quantity fee are collected with a subdivision. These fees are based on land use type and are intended to reflect the fact that the more intense the development type, the greater the degradation of surface water. This fee will be applied to the entire subdivision. It is calculated as shown in the table below (these are the 2022 rates and are subject to change in 2023): SURFACE WATER DEVELOPMENT FEE AREA PER ACRE FEE ACRES FEE CROSS AREA $8,830 1.17 $ 10,331.10 WETLAND & BUFFER (in conservation easement) $8,830 0.034550046 $ (305.08 NEr AREA 1.135449954 $ 10,026.02 ASSESSMENTS PH952.227.1100 • www.d.chanhassen.w.us • FX952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 S87 qA C CITY OF C HANHASSE N Chanhassen is Community for Life -Providing forToday and Plan ningforTomorrow Water and sewer partial hookups are due at the time of recording of the subdivision. The partial hookup fees will be assessed at the rate in effect at that time. The remaining partial hookups fees are due with the building permit. Based on the proposal the following fees will be collected prior to recording of the subdivision (these are 2022 rates and are subject to change in 2023): a) Partial hookup fees: a Water Hook -Up of $2,563 and a Sewer Hook -Up of $691.00 b) Surface water development fee: $10,026.02 c) Park dedication fee: $5,800.00 RECOMMENDATION Staff recommends that the Planning Commission recommends approval of: 1. Public drainage and utility easements shall be recorded prior to, or concurrently with, the recording of the subdivision in accordance with the Proposed Property Division plan drafted by Demars-Gabriel Land Surveyors, Inc., dated 8/16/2022. 2. The applicant shall enter into an encroachment agreement for the existing retaining wall withing Golden Court right-of-way abutting Parcel A prior to, or concurrently with, the recording of the subdivision and public easements. All other encroachments within public easements will be reviewed at the time of building permit reviews. 3. A security in the amount of $12,940.00 shall be provided for grading, site restoration, erosion control and wetland buffer re-establishment prior to the recording of the subdivision. 4. The applicant and their engineer must work with City staff in amending the construction plans, dated 12/7/2022 prepared by Kent E. Brander with Civil Methods, Inc. to fully satisfy staff concerns. Final construction plans will be subject to review and approval by staff prior to recording of the subdivision. 5. Prior to connecting to the existing service laterals, their serviceability shall be verified. For sanitary sewer, this shall be accomplished via CCTV which will be provided to the City's Engineering Department for review prior to connection. 6. The development fees associated with this subdivision shall be paid prior to recording of the subdivision. Fees are based on rates in effect at the time of recordation and for 2022 they total $19,080.02, and are enumerated as such: a. Partial hookup fees: a Water Hook -Up of $2,563.00 and a Sewer Hook -Up of $691.00 b. Surface water development fee: $10,026.02 c. Park dedication fee: $5,800.00 7. The applicant shall update the Operations and Maintenance plan based on city comments and enter into an Operations and Maintenance Agreement for the privately owned PH952.227.1100 • www.d.chanhassen.w.us • FX952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHA55EN • MINNESOTA 55317 S88 qA C CITY OF C HANHASSE N Chanhassen is Community for Life -Providing forToday and Plan ningforTomorrow stormwater facilities onsite which shall be recorded prior to the recording of the subdivision. 8. The conservation easement shall be changed to a drainage and utility easement. 9. The applicant must submit a wetland buffer landscaping plan as defined in Sec. 20- 412(h). The buffer landscaping plan including permanent buffer monuments must be approved by the water resources engineer and installed with the project. 10. A security in the amount of $2,900 shall be provided for onsite BMP construction and close out prior to the recording of the subdivision. The security shall be released when as- builts are approved and the BMP/site is approved by the water resources engineer as constructed per plan. PH952.227.1100 • www.d.chanhassen.w.us • FX952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHA55EN • MINNESOTA 55317 S89 COMMUNITY DEVELOPMENT DEPARTMENT Planning Division —7700 Market Boulevard Mailing Address — P.O. Box 147. Chanhassen, MN 55317 Phone: (952) 227-1100 i Fax: (952) 227-1110 0CITY OFCHANNAS3EN APPLICATION FOR DEVELOPMENT REVIEW Submittal Date t?A of r0-4? PC C-Ite CC: D,3tc 60-Day Review Date - Section Application .apply) (Refer to the appropriate Application Checklist for required submittal intormation that must accompany this application) ❑ Comprehensive Plan Amendment ......................... $600 ❑ Conditional Use Permit (CUP) ❑ Single -Family Residence ................................ $325 ❑ All Others......................................................... $500 ❑ Interim Use Permit (IUP) ❑ In conjunction with Single -Family Residence.. $325 ❑ All Others......................................................... $500 ❑ Rezoning (REZ) ❑ Planned Unit Development (PUD) .................. $750 ❑ Minor Amendment to existing PUD................. $100 ❑ All Others......................................................... $500 ❑ Sign Plan Review ................................................... ............ ......... $150 ❑ Site Plan Review (SPR) ❑ Administrative..................................................$100 ❑ Commercialllndustrial Districts*......................$500 Plus $10 per 1,000 square feet of building area: ( thousand square feet) Include number of existing employees: 'Include number of new employees- ❑ Residential Districts ......................................... $500 Plus $5 per dwelling unit ( units) ❑ Subdivision (SUB) ❑ Create 3 lots or less........................................$300 ❑ Create over 3 lots.......................$600 + $15 per lot ( lots) Metes & Bounds (2 lots) .................................. $300 ❑ Consolidate Lots..............................................$150 ❑ Administrative Subd. (Line Adjustment) .......... $150 ❑ Final Plat + $15 per lot .................................. $700' '(Includes $450 escrow for attorney costs) 'Additional escrow may be required for other applications through the development contract. ❑ Vacation of Easements/Right-of-way (VAC)........ $300 (Additional recording fees may apply) ❑ Variance (VAR)....................................................$200 ❑ Wetland Alteration Permit (WAP) ❑ Single -Family Residence ............................... S150 ❑ All Others ....................................................... S275 ❑ Zoning Appeal ...................................................... S200 ❑ Zoning Ordinance Amendment (ZOA) ................. $500 NOTE: When multiple applications are processed concurrently, the appropriate fee shall be charged for each application. Notification Sign (city to install and remove) ................. .. .. $200 ...................................................................................... ...... ..... '011-p-roperty Owners' List within 500' (City to generate after pre -application meeting) .................................................. $3 per address (�t addresses)i 3i ❑ Escrow for Recording Documents (check all that apply) .......................................... . ...$50 per document ❑ Conditional Use Permit ❑ Interim Use Permit ❑ Site Plan Agreement ❑ vacation ❑ Variance ❑ Wetland Alteration Permit ❑ Metes & Bounds Subdivision (2 deeds) ❑ Easements ( easements) ❑ Deeds TOTAL FEE: Description of Proposal: n Property Address or Location: Parcel #: Legal Description: Total Acreage: I . t`l Wetlands Present? 9Yes ❑ No Present Zoning: Requested Zoning: Present Land Use Designation:[ Requested Land Use Designation: Existing Use of Property:�� . ❑ Check box if separate narrative is attached. 390 Section 3: Property Owner and Applicant Information APPLICANT OTHER THAN PROPERTY OWNER: In signing this application. I. as applicant. represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Jet:.�D ��'1`� ��z.J Contact: , Address: s L- D 1s Phone: City/State/Zip: Cell: Email: Sc-J�►J4-a61cl Fax: Signature: � Date:�- PROPERTY OWNER: In signing this application. I. as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions. subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees. feasibility studies. etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: t+ \\-),, I t l < Contact: Address: 1 5231 4�, c. \New C,rC, LCwe�( Phone: City/State/Zip: J�-E_�i�� ,'� w- J 3s;-33i Cell � %z- 1 D Email: S MkiS,P Lto4m•,,l Fax: Signature: Date: 12- This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application. refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ,ENGINEER (if applicable) p N Cn Name: U�,j4 �f�• Ae (Z-- C oid ��r(, r.lL e�f`'� Contact: `/ 9 k,.,A ,e e Address: P. 0 Pt] A- Phone: City/State/Zip: S+ Cell: ZIC 3 Email: C►J 1 rr)C--iACICc £ �'� ►� Fax: Who should receive copies of staff reports? `Other Contact Information: roperty Owner Email Name: Enplicant Email . _ Address: gineer Email City/State/Zip: ❑ Other` EmailEmail: INSTRUCTIONS TO APPLICANT: Complete all necessary form fields. then select to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. to send a digital copy to the city for processing. 391 Proposed Property D*lvs'ion Buffer and Conservation Easement Detal� NNW corner of the north 240 (NO SCALE) / feet of NW 1/4 of Sec. 2 � North line of the north 240 I S 88'54'24" E feet of NW 1/4 of Sec. 2 135.00 49.69 T� I w S88'54, 4 E 215.03°22 'Z:7 - °a eo / __- North lire of the north 240 feet of NW 1/4 of Sec. 2 -t P,r z r o Ea S e 99T7, If / 4—l—' 331a=29'04'47" — 332 0' sideyard� 6;�-0 Brg=N7456'08E �05 I 1 / 327 \i'=8556'38" / 3zs 99za� �3a 99z � ROM 33 o 2 99 °994� 32e / /120' Wetl9 �d'Buffer & / / ��` L=45.00 3 99s, / ConsewtYfion Easement) 39 z 9 %e detail) / /I �, y '� 200 ,� l 7T I c° (9,9�8) (99) , 9 "' V N993 r� I d —) `0) 1 O o / �,� i (1014 i 322 N992 8 99 6 / 0 o Denotes iron monument / 340 I 992 ' / 1 m • Denotes found monument x UUU,(Denotes existing elev. �� / sideyard , UD q (000.o) Denotes proposed elev. Li I 992 �' setback, �219 Denotes surface drainage —� — — 9 ,3 Denotes tree removed N 92,—�— —� , Denotes erosion control/silty _ �/ 990,0eXlStln 'i 'o '� O fence/bio—logs as needed �� I �� i — 2 — — — T ZDzco Denotes proposed retaining wall 00 a, 10 900 r Cn (top of wall=1003, bottom of wall 999) 37 outh Ine f the north 123.83 �i blacktop dwy Q N "J 9900 i 99 4 , exlsfing (1002.6e&p) exlsfing ----o o cone, gravel Denotes boundary and right of way line _��0" O ' , feet o NW /4 of Sec. 2 apron — — c II eN approach proposed lot line 216.�3 S8854 2414Denotes easement line Z \JZ�272 n01 9 273 �94C ,9 ' o \ 9917 v � Existing blacktop driveway and cone. to be removed 271 Q 'o 999, A 6 I o 23 a, EXISTING LEGAL DESCRIPTION: The north 240 feet of the south 674 feet of the west 215 feet of the Northwest Quarter of the Southeast Quarter of Section 2, Township 116 North, Range 23 West, Carver County, Minnesota, EXCEPTING therefrom the following: Q \ Commencing at the Southeast corner of said property; thence northerly along the easterly line of said property, for a distance of 55.2 E feet to the true point of beginning; thence southerly along said easterly line to the southeast corner of said property; thence westerly w \ along the southerly boundary of said property for a distance of 25 feet; thence northeasterly to the true point of beginning. \ PROPOSED PROPERTY DESCRIPTIONS: U Q Q z \� Parcel A: PARCEL AREA TABLE Parcel Sq. Ft. Acres A 26,709 0.61 B 24,451 0.56 Total 511160 1.17 P D - 250021300 Utility 8c Drainage Easements are intended as thus: Being 5 feet in width adjoining lot lines, unless otherwise indicated, and 10 feet in width adjoining right—of—way lines, as shown on the plat. ea, V a \ 3 C 7004,0 o o __I 8,8 / O 2e3 2 'ti �� A / 990,o 9 7 99r 1 U V �l 10 2 2 / J 0334 \ - 10 I \ g9oo °9900 SI eyQrC� setback 3 9 0 �\ --�-- c^'9 — — \ \\ South line of the north 240 feet S89` 1 6'33"E / i REVISED: 9/15/2022 REVISED: 10/21 /2022 REVISED: 1 1 /03/2022 REVISED: 1 1 /30/2022 REVISED: 12/05/2022 REVISED: 12/13/2022 REVISED: 12/15/2022 I hereby certify that this sketch, plan or report was prepared by me DEMARS—GABRIEL or under my direct supervision and that I am a duly Registered Land LAND SURVEYORS, INC. Surveyor under the laws of the State of Minnesota. 2317 W. 93rd Street As surveyed by me this 16th day of August, 2022. Bloomington, MN 55431 e o: (763) 559-0908 m: (612) 751-6785 dec@gwestoffice.net David E. Crook, L.S. File No. 15035—B Book —Page ep/draw 1 "=30' 1 Prepared for: The north 123.83 feet of the north 240 feet of the south 674 feet of the west 215 feet of the Northwest Quarter of the Southeast Quarter of Section 2, Township 116 North, Range 23 West, Carver County, Minnesota, Parcel B: That part of the property described as follows: The North 240 feet of the South 674 feet of the West 215 feet of the Northwest Quarter of the Southeast Quarter of Section 2, Township 116 North, Range 23 West, Carver County, Minnesota, EXCEPTING therefrom the following: Commencing at the Southeast corner of said property; thence Northerly along the Easterly line of said property, for a distance of 55.2 feet to the true point of beginning; thence Southerly along said Easterly line to the Southeast corner of said property; thence Westerly along the Southerly boundary of said property for a distance of 25 feet; thence Northeasterly to the true point of beginning. Which lies south of the north 123.83 feet of the north 240 feet of the south 674 feet of the west 215 feet of said Northwest Quarter of the Southeast Quarter of Section 2. PROPOSED EASEMENTS: An easement for Drainage and Utility purposes over and across the northerly and southery 5.00 feet and the easterly and westerly 10.00 feet of the property described as follows: The north 123.83 feet of the north 240 feet of the south 674 feet of the west 215 feet of the Northwest Quarter of the Southeast Quarter of Section 2, Township 116 Carver County, Minnesota, An easement for Drainage and Utility purposes over and across the northerly and southery 5.00 feet and the easterly, southeasterly and westerly 10.00 feet of the property described as follows: That part of the property described as follows: The North 240 feet of the South 674 feet of the West 215 feet of the Northwest Quarter of the Southeast Quarter of Section 2, Township 116 North, Range 23 West, Carver County, Minnesota, EXCEPTING therefrom the following: Commencing at the Southeast corner of said property; thence Northerly along the Easterly line of said property, for a distance of 55.2 feet to the true point of beginning; thence Southerly along said Easterly line to the Southeast corner of said property; thence Westerly along the Southerly boundary of said property for a distance of 25 feet; thence Northeasterly to the true point of beginning. Which lies south of the north 123.83 feet of the north 240 feet of the south 674 feet of the west 215 feet of said Northwest Quarter of the Southeast Quarter of Section 2. An easement for wetland buffer and conservation over and across that part of the north 240 feet of the south 674 feet of the west 215 feet of the Northwest Quarter of the Southeast Quarter of Section 2, Township 116 North, Range 23 West, Carver County, Minnesota, described as follows: Commencing at the northwest corner of the north 240 feet of the south 674 feet of the west 215 feet of the Northwest Quarter of the Southeast Quarter of said Section 2; thence on an assumed bearing of South 88 degrees 54 minutes 24 seconds East, along the north line of said north 240 feet, a distance of 135.00 feet to the point of beginning; thence South 21 degrees 51 minutes 30 seconds West, 7.12 feet; thence southerly and southeasterly, 29.06 feet, along a tangential curve, concave to the east, having a central angle of 90 degrees and a radius of 18.50 feet; thence easterly and northeasterly, 45.00 feet, along a non —tangential curve, concave to the north, having a central angle of 85 degrees 56 minutes 38 seconds, a radius of 30.00 feet, a chord bearing of North 74 degrees 56 minutes 08 seconds East and a chord distance of 40.90 feet; thence northerly, 6.09 feet, along a tangential curve, concave to the west, having a central angle of 29 degrees 04 minutes 47 seconds and a radius of 12.00 feet; thence North 3 degrees 07 minutes 56 seconds East, tangent to last described curve, 13.37 feet to the northerly line of said north 240 feet; thence westerly, along said northerly line 49.69 feet to the point of beginning. Tree Descriptor Legend denotes tree denotes species �� (� es size in inches point no. //`` denotes condition (g—good, f—fair, p—poor) 0 000trsp\eg a - ash e - e ho cw - cottonwood ow - basswood m - r,aple o - oak c - cedar sp - sprUce be - box elder be - hoc kberry be - hackberry TREE INVENTORY 87 P D - 250021300 Utility 8c Drainage Easements are intended as thus: Being 5 feet in width adjoining lot lines, unless otherwise indicated, and 10 feet in width adjoining right—of—way lines, as shown on the plat. ea, V a \ 3 C 7004,0 o o __I 8,8 / O 2e3 2 'ti �� A / 990,o 9 7 99r 1 U V �l 10 2 2 / J 0334 \ - 10 I \ g9oo °9900 SI eyQrC� setback 3 9 0 �\ --�-- c^'9 — — \ \\ South line of the north 240 feet S89` 1 6'33"E / i REVISED: 9/15/2022 REVISED: 10/21 /2022 REVISED: 1 1 /03/2022 REVISED: 1 1 /30/2022 REVISED: 12/05/2022 REVISED: 12/13/2022 REVISED: 12/15/2022 I hereby certify that this sketch, plan or report was prepared by me DEMARS—GABRIEL or under my direct supervision and that I am a duly Registered Land LAND SURVEYORS, INC. Surveyor under the laws of the State of Minnesota. 2317 W. 93rd Street As surveyed by me this 16th day of August, 2022. Bloomington, MN 55431 e o: (763) 559-0908 m: (612) 751-6785 dec@gwestoffice.net David E. Crook, L.S. File No. 15035—B Book —Page ep/draw 1 "=30' 1 Prepared for: The north 123.83 feet of the north 240 feet of the south 674 feet of the west 215 feet of the Northwest Quarter of the Southeast Quarter of Section 2, Township 116 North, Range 23 West, Carver County, Minnesota, Parcel B: That part of the property described as follows: The North 240 feet of the South 674 feet of the West 215 feet of the Northwest Quarter of the Southeast Quarter of Section 2, Township 116 North, Range 23 West, Carver County, Minnesota, EXCEPTING therefrom the following: Commencing at the Southeast corner of said property; thence Northerly along the Easterly line of said property, for a distance of 55.2 feet to the true point of beginning; thence Southerly along said Easterly line to the Southeast corner of said property; thence Westerly along the Southerly boundary of said property for a distance of 25 feet; thence Northeasterly to the true point of beginning. Which lies south of the north 123.83 feet of the north 240 feet of the south 674 feet of the west 215 feet of said Northwest Quarter of the Southeast Quarter of Section 2. PROPOSED EASEMENTS: An easement for Drainage and Utility purposes over and across the northerly and southery 5.00 feet and the easterly and westerly 10.00 feet of the property described as follows: The north 123.83 feet of the north 240 feet of the south 674 feet of the west 215 feet of the Northwest Quarter of the Southeast Quarter of Section 2, Township 116 Carver County, Minnesota, An easement for Drainage and Utility purposes over and across the northerly and southery 5.00 feet and the easterly, southeasterly and westerly 10.00 feet of the property described as follows: That part of the property described as follows: The North 240 feet of the South 674 feet of the West 215 feet of the Northwest Quarter of the Southeast Quarter of Section 2, Township 116 North, Range 23 West, Carver County, Minnesota, EXCEPTING therefrom the following: Commencing at the Southeast corner of said property; thence Northerly along the Easterly line of said property, for a distance of 55.2 feet to the true point of beginning; thence Southerly along said Easterly line to the Southeast corner of said property; thence Westerly along the Southerly boundary of said property for a distance of 25 feet; thence Northeasterly to the true point of beginning. Which lies south of the north 123.83 feet of the north 240 feet of the south 674 feet of the west 215 feet of said Northwest Quarter of the Southeast Quarter of Section 2. An easement for wetland buffer and conservation over and across that part of the north 240 feet of the south 674 feet of the west 215 feet of the Northwest Quarter of the Southeast Quarter of Section 2, Township 116 North, Range 23 West, Carver County, Minnesota, described as follows: Commencing at the northwest corner of the north 240 feet of the south 674 feet of the west 215 feet of the Northwest Quarter of the Southeast Quarter of said Section 2; thence on an assumed bearing of South 88 degrees 54 minutes 24 seconds East, along the north line of said north 240 feet, a distance of 135.00 feet to the point of beginning; thence South 21 degrees 51 minutes 30 seconds West, 7.12 feet; thence southerly and southeasterly, 29.06 feet, along a tangential curve, concave to the east, having a central angle of 90 degrees and a radius of 18.50 feet; thence easterly and northeasterly, 45.00 feet, along a non —tangential curve, concave to the north, having a central angle of 85 degrees 56 minutes 38 seconds, a radius of 30.00 feet, a chord bearing of North 74 degrees 56 minutes 08 seconds East and a chord distance of 40.90 feet; thence northerly, 6.09 feet, along a tangential curve, concave to the west, having a central angle of 29 degrees 04 minutes 47 seconds and a radius of 12.00 feet; thence North 3 degrees 07 minutes 56 seconds East, tangent to last described curve, 13.37 feet to the northerly line of said north 240 feet; thence westerly, along said northerly line 49.69 feet to the point of beginning. Tree Descriptor Legend denotes tree denotes species �� (� es size in inches point no. //`` denotes condition (g—good, f—fair, p—poor) 0 000trsp\eg a - ash e - e ho cw - cottonwood ow - basswood m - r,aple o - oak c - cedar sp - sprUce be - box elder be - hoc kberry be - hackberry TREE INVENTORY 87 tra20g 296 trsp10g 218 tra18f J24 tra18f 94 trsp10g 297 trsp10g 219 tra18f J25 tra16p 95 trsp8g 298 trsp12g 220 tra16f J26 tra14p 135 tra28f 299 trsp12g 221 trsp8 9 J27 tra18f 138 tra30g J04 tra20g 210 trbe18f J28 tra14f 180 trfir26 2.9 J05 tra20g 211 tra18 f J29 tr116f 181 trflr189 J09 trm32g 212 tra18f 330 tra16f 182 trflr22g 310 trm12 g 273 tra20 f 331 tra12p 181 trflrl6 g J15 trsp14 g 216 trflr18 g 332 tra12p 184 tra26 g 316 trl22 g 281 trcedarl6 g 333 tra14f 194 trsp16 g J17 tra15 f 282 trcedarl6 g 334 tra18 f 195 trsp10 g J18 tra14 f 281 trbe16 g 335 tra14 f 200 tr50 down dead J19 tra12 f 284 trsp129 336 tra10f 210 tra38 2sw g J20 tra15 f 285 trsp189 JR tra12 p 211 tra38 2sw g J21 tra12 f 288 tra18f 338 tra12f 212 tra38 2sw g J22 tra14 f 294 trbw28 g 339 tral2f 217 tra18 f M tra15 f 295 trcedarl8g J40 tra18 f SCHUTROP HOMES,, Marty Schutrop 540 Lakota Lane Chaska, MN 55318 INC. PDF created with pdfFactory trial version www.r)dffactory.com 392 Tree Inventory DEMARS—GABRIEL LAND SURVEYORS, INC. 2317 W. 93rd Street Bloomington, MN 55431 o: (763) 559-0908 m: (612) 751-6785 dec®gwestoffice.net 24)451 Sq. Ft� REMISED: 12/23/202 REMISED: 12/27/202 I hereby certify that this sketch, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. As surveyed by me this 16th day of August, 2022. David E. Crook, L.S. File No. I Prepared for: 15035T—B Book —Page ep/draw 1 "=30' /4 Y i SCHUTROP N LEGAL DESCRIPTION: Legal Description: The North 240 feet of the South 674 feet the Northwest Quarter of the Southeast Quarter of Section 2, Township 116 North, County, Minnesota, EXCEPTING therefrom the following: Commencing at the Southeast corner of Northerly along the Easterly line of said 55.2 feet to the true point of beginning Easterly line to the Southeast corner of Westerly along the Southerly boundary of of 25 feet; thence Northeasterly to the true point of the West 215 feet of Range 23 West, Carver said property; thence property, for a distance of thence Southerly along said said property; thence said property for a distance of beginning. Tree Descriptor Legend denotes tree denotes species point no.—� tes sire in inches denotes condition (g—good, f—fair, p—poor) II o Denotes iron monument 0 000 trspieg Denotes found monument a - ash X 000.0 Denotes existing elev. e - elm CW - cottonwood (000.0) Denotes proposed elev. bw - basswood —► Denotes surface drainage m - maple X Denotes tree removed o - oak c - cedar sp - spruce Denotes erosion control/silt be - box elder fence/bio—logs as needed be - hackberry be - hackberry 87 (remove) tra20g 296 (remove) trsp10g 94 trsp10g 297 (remove) trsp10g 95 trsp8g 298 (remove) trspl2g 135 tra28f 299 (remove) trsp12g 138 traMg 304 (remove) tra20 g 180 trflr26 2.9 J05 (remove) tra20g 181(remove) trfir189 J09 trm32g 182(remove) trfiOg 310 trm12 9 18J (remove) trfir16 g J15 trspl4 g 184 (remove) tra26 g 316 tr122 g 194 trsp 16 g 317 tra 16 f 195 trsp10 g J18 tra14 f 200 tr50 down dead J19 tra12 f 210 traM 2sw g 320 tra 16 f 211 tra38 2sw 9 J21 tra12 f 212 tra38 2sw g M tra14 f 217 tra18f M tra16f 218 tra 18 f J24 tra 18 f 219 tra 18f M tra 16p 220 tra 16f R6 tra 14p 221 trsp8 9 J27 tra18f 210 trbe18f J28 tra 14f 211 tra18 f R9 tr116f 212 tra 18 f 330 tra 16 f M tra20 f JY tra12p 216 trfirl8 g 3J2 tra12p 281 trcedarl6 g 333 tra14f 282 trcedorl6 g 334 tra18 f 283 trbe16 g 335 tra14 f 284 trsp129 336 tra 10f 285 trsp189 337 tra12 p 287 (remove) tra16 f 338 tra12 f 288 tra 18 f 339 tra 12 f 294 trbw28 g J40 tral8 f 295 trcedorl8g HOMES, Marty Schutrop 540 Lakota Lane Chaska, MN 55Y 8 Existing Tree Canopy Coverage: 34,699 sq. ft. Parcel Area: 51,160 sq. ft. 67.8% Proposed Tree Canopy Coverage: 29,726 sq. ft. Parcel Area: 51,160 sq. ft. INC. 58.1 PDF created with pdfFactory trial version www.r)dffactory.com 393 Excr #s,nr 0 m Q 2 U Uzo 0 N N N 0 a` w :_ 0 0 U U � o a o M � N U o � U U @ J o C LL N (l\A/ICI 1= Q - Gaipin Cake - 0 PROJECTY LOCATION ___ __ . ---_-_ . } .- m C Rd M ti Y L.eke LIUCy Lake Airs 0 2000 4000 Feet Schutrop Homes, Inc. 540 Lakota Lane Chaska, MN 55318 Attn: Marty Schutrop Ph: (612) 840-8251 schutropbldg@gmail.com Christmas Lake . 1. 7-24ington Rd Ic- Kerber Blvd Cake Aml Park Carver Beach Lotus Lake C c nJ 31) Chanhassen Elementary 4rhnnl ©2022 Microsoft Corporation©2022 TomToma VICINITY MAP CONTACT"' SURVEY: Demars Gabriel Land Surveyors, Inc. David E. Crook, PLS 2317 W. 93rd Street Bloomington, MN 55431 Attn: David E. Crook, PLS Ph: (763) 559-0908 dec@gwestoffice.net CIVIL: Civil Methods, Inc. PO Box 28038 St. Paul, MN 55128 Attn: Dave Poggi, PE Ph: 763.210.5713 dave.poggi@civilmethods.com CIVIL METHODS, INC. P.O. Box 28038 St. Paul, MN 55128 o:763.210.5713 I www.civiImethods.com CITY / TOWNSHIP: uty of Lnannassen 7700 Market Blvd, PO Box 147 Chanhassen, MN 55317 Attn: Sharmeen AI-Jaff, Senior Planner Ph: (952) 227-1134 sal-jaff@chanhassemmn.gov WATERSHED DISTRICT: Riley -Purgatory -Bluff Creek WD 18681 Lake Dr E Chanhassen, MN 55317 Ph: (952) 607-6512 Attn: Terry Jeffrey, Administrator tjeffery@rpbcwd.org I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. KENT E. BRANDER DATE: 12-07-2022 uC. No.: 44578 DESIGNED: KEB DRAWN: KEB CHECKED: XXX LEGEND: PRELIMINARY PLANS FOR SCHUTROP ADDITION INDEX SHEET NO. DESCRIPTION C001 COVER SHEET C101 EXISTING CONDITIONS C501 GRADING & DRAINAGE C601 EROSION CONTROL C701 DETAILS ;i:T•I;i:i:4ji—At I� — — SETBACK — — — — EASEMENT "Er WETLAND CONTOUR ♦ SPOT ELEVATION DRAINAGE DIRECTION BITUMINOUS SURFACE ® BITUMINOUS SURFACE, HEAVY CONCRETE SURFACE CURB do GUTTER >> STORM SEWER / CULVERT -->--->— DRAINTILE > SANITARY SEWER WATERMAIN 6° CLEANOUT O SANITARY MANHOLE WETLAND BUFFER BIORETENTION / INFILTRATION BASIN M'�'� TREE LINE DATE / REVISION: 08-29-2022 Permit Submittal Set. NOT FOR CONSTRUCTION 09-23-2022 Revised Per Agency Comments. NOT FOR CONSTRUCTION 11-21-2022 Revised Per Agency Comments. NOT FOR CONSTRUCTION 12-07-2022 Revised Per Agency Comments. NOT FOR CONSTRUCTION CHANHASSEN, MN PROJECT TITLE NOTES THE EXISTING UTILITY INFORMATION SHOWN IN THIS PLAN HAS BEEN SURVEYED BY OTHERS; THE CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW. NOTIFY 811 OR GOPHER STATE ONE CALL (1.800.252.1166). THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF Cl/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." PLAN REFERENCES: 1. CITY OF CHANHASSEN STANDARD SPECIFICATIONS & DETAIL PLATES 2. MINNESOTA DEPT. OF TRANSPORTATION — STANDARD SPECIFICATIONS FOR CONSTRUCTION, LATEST EDITION. 3. CITY ENGINEERS ASSOCIATION OF MINNESOTA STANDARD SPECIFICATIONS, LATEST EDITION. 4. UNREINFORCED CONCRETE PER ACI 330R-08 AND ACI 330.1-03. STORMWATER POND ROCK RIPRAP, RANDOM CRUSHED ® EROSION CONTROL BLANKET TURF REINFORCEMENT MAT Q GEOGRID OR ARTICULATED CONCRETE STABILIZED OONST. ENTRANCE 1 — SF SILT FENCE SEDIMENT CONTROL LOG 1 INLET PROTECTION Know what's below. — X FENCE Call before dig. RETAINING WALL you PROJECT: SCHUTROP ADDITION PROD. LOCATION: 6730 GOLDEN CT, CHANHASSEN, MN PROJ.OWNER: SCHUTROP HOMES, INC. COVER SHEET SHEET NO: a 394 CD M rl- co Q 0 U U)I O N N N U N O 0_ O E 7 U O U U C N O Q L O O M � d7 — C) CU N � U o O J A000 D9 Sq* Ft. r 996 0 It N 994 bi r 992 co� N 990 b Z 1 Sq. Ft. 4 M i N BENCHMARK SEE SURVEY DOCUMENTATION � I LEGEND: I , 1 I I 18" CMP ► 11000 I / I I I \ I / / I I I ; , ► I / i I i I a i S88054'24'YE 21-5:�]13 F 1, T/� 10' sideyard / • ° i tback / W 22 y 4- i � �:::: ::::::::: ' > \, ...........---� A REMOVE 3,020 SF /� BITUMINOUS PAVEMENT i a� e CIVIL METHODS, INC. P.O. Box 28038 St. Paul, MN 55128 o:763.210.5713 I www.civilmethods.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. KENT E. BRANDER DATE: 12-07-2022 LIC. NO.: 44578 DESIGNED: KEB DRAWN: KEB CHECKED: XXX DATE / REVISION: 08-29-2022 Permit Submittal Set. NOT FOR CONSTRUCTION 09-23-2022 Revised Per Agency Comments. NOT FOR CONSTRUCTION 11-21-2022 Revised Per Agency Comments. NOT FOR CONSTRUCTION 12-07-2022 Revised Per Agency Comments. NOT FOR CONSTRUCTION 1 1 t t 1 I I I I I I I I I 0 20 40 Feet GENERAL NOTES: 1. Survey completed by David E. Crook, PLS, Demars Gabriel Land Surveyors, Inc. 2. The subsurface utility location information in this plan is utility quality level D. This utility quality level was determined according to the guidelines of Cl/ASCE 38-02, titled "Standard Guidelines for the Collection and Depiction of Existing Subsurface Utility Data." Engineer does not guarantee the accuracy of utility locations or that all existing utilities are shown; Contractor is responsible for locating utilities prior to digging. 3. Perimeter sediment Controls and tree protection fence shall be installed prior to beginning site disturbance operations. 4. Existing pavement shall be cut full —depth to provide a clean, uniform face for new connection. 5. Protect light poles and other existing utilities, signs, trees, etc. Relocation of any private utilities not directed on these plans shall be coordinated with the utility owner. If drain tile is encountered, Engineer shall be notified immediately; reconnection or rerouting will be required. 6. Damaged items or property shall be repaired or replaced at Contractors expense. SITE AREA DATA REF DESCRIPTION VALUE A OVERALL PROPERTY (PARCEL) AREA 51160 SF B AFFECTED DRAINAGE AREA WITHIN PARCEL 32102 SF C EXISTING DRIVEWAYAPRON AREA (OUTSIDE PARCEL) 334 SF D EXISTING DRIVEWAY APRON TO BE REMOVED 199 SF E EXISTING DRIVEWAYAPRON TO REMAIN IN PLACE 135 SF F ADDITIONAL PROPOSED DRIVEWAY APRON 263 SF G BITUMINOUS REMOVALWITHIN PARCEL 3020 SF H BITUMINOUS REMOVAL CONVERTED TO PERVIOUS WITHIN PARCEL 1521 SF I BITUMINOUS REMOVAL REPLACED WITH IMPERVIOUS SURFACE IN PARCEL 1499 SF J EXISTING SITE IMPERVIOUS AREA WITHIN PARCEL 6244 SF K TOTAL EXISTING SITE IMPERVIOUS AREA (J+C) 6578 SF L PROPOSED IMPERVIOUS AREA WITHIN PARCEL 7742 SF M TOTAL PROPOSED SITE IMPERVIOUS AREA (L+E+F) 8140 SF N NET INCREASE IN SITE IMPERVIOUS AREA (M-K) 1562 SF 0 PERCENT INCREASE IN SITE IMPERVIOUS AREA (N/K) 24% P DISTURBED IMPERVIOUS AREA (D+G) 3219 SF Q PERCENT OF EXISTING IMPERVIOUS AREA DISTURBED (P/K) 49% R TOTAL DISTURBED AREA 25567 SF PROJECT: SCHUTROP ADDITION PROD. LOCATION: 6730 GOLDEN CT, CHANHASSEN, MN PROJ.OWNER: SCHUTROP HOMES, INC. �.i•I��:{i>iiI.I� — SETBACK — — — — EASEMENT WET- wETLAND BOUNDARY CONTOUR X.X% DRAINAGE DIRECTION BITUMINOUS PAVEMENT ® REMOVE BITUMINOUS PAVEMENT CONCRETE PAVEMENT X REMOVE TREE EXISTING CONDITIONS SHEET NO: C101 395 0 co r— Q 2 U U zo N N U 2 a :_ U O CJ U U �o Q� c? 6) — N U o � U U co o @ J o I I ; , I ' WETLAND BOUNDARY 20' WETLAND BUFFER - ' �o 30' WETLAND SETBACK TO PRINCIPAL STRUCTURE ��, ---- ' I NOTE: DRAINAGE AREA \ I I \.I I \ I I I I rn � I / I , __ °° I BOUNDARY SAME FOR ° __,r- / ------------ I EXISTING & PROPOSED CONDITIONS 97.8) LFE = 995.8 10 i 7 o ip LO it o�00000 000017 90� 77 L— � I I I I I I oil .01 �, , RIPRAP �99 REINFORCED �\ EOF OUTLET col 0? � RAIN GARDEN INV = 989.8 ; �Q,BOT = 988.6 OUT = 989.8 HWL = 990.7 BERM = 990.8 VOL = 388 CF CIVIL METHODS, INC. P.O. Box 28038 St. Paul, MN 55128 o:763.210.5713 I www.civiImethods.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE: 12-07-2022 KENT E. BRANDER LIC. NO.: 44578 DFSIGNFD: KEB DRAWN: KEB CHECKED: XXX DATE / REVISION: 08-29-2022 Permit Submittal Set. NOT FOR CONSTRUCTION 09-23-2022 Revised Per Agency Comments. NOT FOR CONSTRUCTION 11-21-2022 Revised Per Agency Comments. NOT FOR CONSTRUCTION 12-07-2022 Revised Per Agency Comments. NOT FOR CONSTRUCTION i , 0 20 40 Feet GENERAL NOTES: 1. The subsurface utility location information in this plan is utility quality level D. This utility quality level was determined according to the guidelines of Cl/ASCE 38-02, titled "Standard Guidelines for the Collection and Depiction of Existing Subsurface Utility Data." Engineer does not guarantee the accuracy of utility locations or that all existing utilities are shown; Contractor is responsible for locating utilities prior to digging. 2. Construction shall comply with all applicable governing codes. 3. Damaged items or property shall be repaired or replaced at Contractor's expense. 4. Contractor shall install demarcation fencing at property line as necessary. 5. Contours shown are to final grade. SITE GRADING & RAIN GARDEN NOTES 1. Unless otherwise noted, all proposed grades and elevations shown are to finished grade surface. 2. Grading includes stripping topsoil, moving suitable material as needed to subgrade elevation, scarifying and compacting subgrade as needed prior to granular placement (2112). 3. At locations where new work connects to existing work, field verify existing elevations and grades prior to beginning the new work. Match existing grades at construction limits. 4. Topsoil shall be stockpiled and respread to minimum thickness of 6"; excess material hauled off as directed. 5. Once constructed to final grade, the rain garden shall be protected from sediment and construction traffic throughout all phases of construction until ground fully vegetated. 6. Basin bottom shall be scarified to a depth of 12" prior to placement of engineered soil media. 7. Engineered soil media shall consist of Mn/DOT Filter Topsoil Borrow (3877.2.F) 8. Excavate rain garden basin to final grade with light —weight equipment or from outside the basin footprint to minimize compaction to extent practical. No wheeled machines permitted in basins. A B C D RAIN GARDEN 0.3' 5.2' 989.8 1.0' B -. 12„ A MIN. D BERM EEEVC+D GEOTEXTILE FABRIC, TYPE (3733) TRENCH IN 6" MIN. AT TOP EDGE 12 " MIN. NOTE: RIPRAP TO BE PLACED TO PROVIDE A DEFINED WEIR AREA, TRENCHED IN A MIN. OF 12", WITH DOWNSTREAM SIDE BOWLED SLIGHTLY FOR ENERGY DISSIPATION REINFORCED EOF OUTLET PLANTING: INSTALL NATIVE "RAIN GARDEN" PLANT PLUGS (SIZE 2") SPACED PER SUPPLIER INSTRUCTIONS REPLACE TOPSOIL (6" MIN), SOD OR SEED & MULCH IN GRADED AREAS OUTSIDE SEE PLAN INSTALL HYDROMULCH, PLANTING ZONE EROSION CONTROL BLANKET, DEPTH TO CAT 10 (3885) OR if OVERFLOW VARIES SHREDDED MULCH PER PLAN 3 MAX. - - 1 SLOPE - 18" (MIN.) FILTER TOPSOIL -I — — — — —III— BORROW (Mn/DOT MIX SCARIFY BASIN BOTTOM 8 -12" 3877.2F) DEEP PRIOR TO MEDIA PLACEMENT RAIN GARDEN BASIN PROJECT: SCHUTROP ADDITION PROJ. LOCATION: 6730 GOLDEN CT, CHANHASSEN, MN PROJ.OWNER: SCHUTROP HOMES, INC. __j BENCHMARK SEE SURVEY DOCUMENTATION LEGEND: PROPERTY LINE SETBACK - — — — - EASEMENT - — — - CONTOUR DRAINAGE DIRECTION BrrUMINOUS SURFACE CONCRETE SURFACE BIORETENTION/INFILTRATION BASIN ROCK RIPRAP, RANDOM CRUSHED ® EROSION CONTROL BLANKET STABILIZED CONST. ENTRANCE — SF — SILT FENCE - — — — - SEDIMENT CONTROL LOG 1 INLET PROTECTION OSUBCATCHMENT NODE ID QBASIN NODE ID SUBCATCHMENT DELINEATION GRADING & DRAINAGE Know what's below. Call before you dig. SHEET NO: C5011 a 396 I I ; , ► I l Y I / ��---_� , 0/ .17 I � i f DECOMPACT PERVIOUS / SURFACES COMPACTED ,/_7 520 LF SILT DURING CONSTRUCTION / ,996 FENCE, MS ; (SEE NOTE 7) � t t INLET PROTECTION (NP) c7o� ° t �I \ \\ � + I STABILIZED ------- 990 ---- �� , . - .. \\ `� I i CONSTRUCTION[c3 / \ENTRANCE �' ` rn ° 190 SY EC 3 , B LAN K ET \ LQ II �7o O t !q 0 0 0 `99p SF SF = SF 9Q \ \ \ COMPACTION 99 0.8 CY PREVENTION RIPRAP -COO ,''� AREA CIVIL METHODS, INC. P.O. Box 28038 St. Paul, MN 55128 o:763.210.5713 I www.civiImethods.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE: 12-07-2022 KENT E. BRANDER uC. No.: 44578 DESIGNED: KEB DRAWN: KEB CHECKED: XXX DATE / REVISION: 08-29-2022 Permit Submittal Set. NOT FOR CONSTRUCTION 09-23-2022 Revised Per Agency Comments. NOT FOR CONSTRUCTION 11-21-2022 Revised Per Agency Comments. NOT FOR CONSTRUCTION 12-07-2022 Revised Per Agency Comments. NOT FOR CONSTRUCTION N 0 20 40 Feet EROSION CONTROL AND TURF RESTORATION NOTES: 1. Perimeter sediment controls shall be installed as indicated prior to site disturbance, and shall be installed to allow for high —flow bypass or overflow to prevent failure during significant rainfall. Devices shall not back water up on adjacent properties. 2. Inlet protection shall be installed at City catch basins within 1 block of project site. 3. Install tree protection fence around drip line of trees to be saved, including those in R.O.W. 4. Contractor is responsible for keeping sediment from leaving the property, including vehicle tracking. Should sediment be tracked offsite onto adjacent street, Contractor shall sweep at the end of work day.Natural topography and soil conditions must be protected, including retention onsite of native topsoil to the greatest extent possible. 5. Additional measures, such as hydraulic mulching and other practices as specified by the District must be used on slopes of 3:1 (H:V) or steeper to provide adequate stabilization. 6. Topsoil used on the project shall conform with the Riley —Purgatory —Bluff Creek Watershed District's definition of topsoil, which requires a minimum of 5% organic matter. 7. Final site stabilization measures must specify that at least six inches of topsoil or organic matter be spread and incorporated into the underlying soil during final site treatment wherever topsoil has been removed. 8. Construction site waste such as discarded building materials, concrete truck washout, chemicals, litter and sanitary waste must be properly managed. 9. All temporary erosion and sediment control BMPs must be maintained until completion of construction and vegetation is established sufficiently to ensure stability of the site, as determined by the District. 10. All temporary erosion and sediment control BMPs must be removed upon final stabilization. 11. Soil surfaces compacted during construction and remaining pervious upon completion of construction must be decompacted to achieve a soil compaction testing pressure of less than 1,400 kilopascals or 200 pounds per square inch in the upper 12 inches of the soil profile while taking care to protect utilities, tree roots, and other existing vegetation. 12. All disturbed areas must be stabilized within 7 calendar days after land —disturbing work has temporarily or permanently ceased on a property that drains to an impaired water, within 14 days elsewhere. 13. The permittee must inspect all erosion prevention and sediment control facilities and soil stabilization measures to ensure integrity and effectiveness. The permittee must repair, replace or supplement all nonfunctional BMPs with functional BMPs within 48 hours of discovery and prior to the next precipitation event unless adverse conditions preclude access to the relevant area of the site, in which case the repair must be completed as soon as conditions allow. When active land —disturbing activities are not under way, the permittee must perform these responsibilities at least weekly until vegetative cover is established. The permittee will maintain a log of activities under this section for inspection by the District on request. 14. Staking off and marking of proposed infiltration facilities to prevent soil compaction by heavy equipment, stockpiling of materials, and traffic. If infiltration facilities are in place during construction activities, best practices must be deployed to prevent sediment and other material from entering the practice(s). Infiltration facilities must not be excavated to within 3 feet final grade until the contributing drainage area has been constructed and fully stabilized. Any accumulated sediment in an infiltration facility must be removed in manner that prevents compaction of the facility bottom. To provide a well —aerated, highly porous surface, the soils below an infiltration practice must be loosened to a minimum depth of 18 inches prior to installation or planting. EROSION CONTROL SUPERVISOR: PRIMARY: MARTY SCHUTROP Ph: (612) 840-8251 PROJECT: SCHUTROP ADDITION PROD. LOCATION: 6730 GOLDEN CT, CHANHASSEN, MN PROJ.OWNER: SCHUTROP HOMES, INC. BENCHMARK SEE SURVEY DOCUMENTATION LEGEND: PROPERTY LINE SETBACK — — — — EASEMENT - - COMPACTION PREVENTION AREA WET- WETLAND BOUNDARY EXISTING CONTOUR PROPOSED CONTOUR N DRAINAGE DIRECTION ROCK RIPRAP, RANDOM CRUSHED ® EROSION CONTROL BLANKET STABILIZED CONST. ENTRANCE — SIF — SILT FENCE - — — — - SEDIMENT CONTROL LOG INLET PROTECTION o RETAINING WALL EROSION CONTROL - SWPPP SHEET NO: C6011 a 397 I IN. X 2 IN. X 24 IN, LONG WOODEN STEEL STUDDED 'T' POST STAKES AS NEEDED, STAKES SHALL BE PLASTIC 'ZIP' TIES 5ft MINIMUM LENGTH POSTS DRIVEN OVER THE SEDIMENT CONTROL (50# TENSILE) AT 6ft MAXIMUM SPACING LOG AT AN ANGLE OF 45 DEGREES WITH LOCATED IN TOP THE TOP OF THE STAKE POINTING UPSTREAM. SEDIMENT CONTROL LOG GEOTFXTILE 0 DTH FABRIC, 36W DIRECTION OF RUNOFF FLOW n > Ln a_ Lw - C, > MACHINE SLICE w 8"-12" DEPTH (PLUS 6" FLAP) O T FENCE MACH NE SLICED 3.0' LEVEL (MIN.) 4" OVERLAP r��r_tyu�e FOR NOTE: ST�LES ANCHOR, OVERLAP & STAPLE P MANUFACTURER INSTRUCTION FOLD UNDER 6" EROSION CONTROL BLANKET INSTALLATION z 0 z ACCESS ROAD AS REQUIRED 20' MIN. 40' RADIUS 12" MINIMUM DEPTH OF 1 " TO 2" CRUSHED ROCK, WASHED OVER GEOTEXTILE FABRIC (Mn/DOT 3877 TYPE V) ROCK CONSTRUCT ON ENTRANCE CIVIL METHODS, INC. P.O. Box 28038 St. Paul, MN 55128 o:763.210.5713 I www.civiImethods.com STORM GRATE REINFOF CORNERS LOOPS RE[ FLOW 45° 8 IN. 10 IN. EMBEDMENT DEPTH (TYPES: WOOD CHIP COMPOST, OR ROCK) 1 IN. X 2 IN. X 24 IN. LONG WOODEN STAKES. STAKES SHALL BE DRIVEN THROUGH THE BACK HALE C T" SEDIMENT CONTROL LOG AT AN ANC 45 DEGREES WITH THE TOP C STAKE POINTING UPS - FLOW BACKEILL AND COMPACT SOIE FROM TRENC UPGRADIENT SIDE OF SEDIMENT CONTROL PLACE SEDIMENT CONTROL I I N SHALLOW TRENCH (1 TO 2 IN. DEPT6AW, (TYPES: WOOD FIBER, SED TNT CONTROL LOGS URB LTER (IF LC.) OUTFLOW PORTS JMPIN -RAPS CONTROL LOG 8 IN. 10 IN. EMBEDMENT DEPTH OR COIR) Mechanical Properties Test Method Units MARV Grab Tensile Strength ASTM D 4632 kN 01 1.78 400 x 1.40 315 Grab Tensile Elongation ASTM D 4632 % 15 x 15 Puncture Strength ASTM D 4833 kN Ibs 0.67 150 Mullen Burst Strength ASTM D 3786 kFa si 5506 800 Trapezoid Tear Strength ASTM D 4533 kN Ibs 0.67 150 x 0.73 165 UV Resistence ASTM D 4355 % 90 Apparent Opening Size ASTM D 4751 Mm US Std Sieve 0.425 40 Flow Rate ASTM D 4491 1 min al min ft 2852 70 Permittivity ASTM D 4491 Sec 1 0.90 RECTANGULAR DANDY SACK SHOWN. SIZE USED SHALL MATCH OPENING; EQUIVALENT BAG UNIT MAY BE USED (INCLUDE OVERFLOW PORTS) NEC PROTECTION - SED TNT SACK I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. KENT E. BRANDER DATE: 12-07-2022 LIC. NO.: 44578 DESIGNED: KEB DRAWN: KEB CHECKED: XXX DATE / REVISION: 08-29-2022 Permit Submittal Set. NOT FOR CONSTRUCTION 09-23-2022 Revised Per Agency Comments. NOT FOR CONSTRUCTION 11-21-2022 Revised Per Agency Comments. NOT FOR CONSTRUCTION 12-07-2022 Revised Per Agency Comments. NOT FOR CONSTRUCTION 6' MIN. r- — PLAN VIEW SECTION AA NOTES: REQUIREMENTS FOR GEOTEXTILE TYPE, RIPRAP SIZE AND THICKNESS WILL BE DESIGNATED IN THE PLANS. O FOR PIPES GREATER THAN OR EQUAL TO 30", USE 1.5'. PROVIDE "BOWL" FOR ENERGY DISSIPATION. O2 GEOTEXTILE FILTER FABRIC SHALL COVER THE BOTTOM AND SIDES OF THE AREA EXCAVATED FOR THE RIPRAP R PRAP AT FLARED END Crown drip line or other limit of Tree Protection area. See tree preservation plan for fence alignment. x 1 1 " sign aminated in plastic spaced every 50' along the fence. TREE PROTECT ON FENCING PROJECT: SCHUTROP ADDITION PROJ. LOCATION: 6730 GOLDEN CT, CHANHASSEN, MN PROJ.OWNER: SCHUTROP HOMES, INC. DETAILS Notes: 1 — See specifications for additional tree protection requirements. 2— If there is no existing irrigation, see specifications for watering requirements. 3— No pruning shall be performed except by approved arborist. 4— No equipment shall operate inside the protective fencing including during fence installation and removal. 5— See site preparation plan for any modifications with the Tree Protection area. Tree Protection fence: High density polyethylene fencing with 3.5" x 15' openings; Color orange. Steel posts installed at 8' o.c. 2" x 6' steel posts or approved equal. 5" thick layer of mulch. Maintain existing grade with the tree protection fence unless otherwise indicated on the plans. SHEET NO: C701 398 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Kim T. Meuwissen, being first duly sworn, on oath deposes that she is and was on January 12, 2023, the duly qualified and acting City Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice to consider a request for approval of a Metes and Bounds subdivision of 1.17 acres into two single-family lots for property located at 6730 Golden Court. Zoned Single -Family Residential (RSF). Applicant: Marty Schutrop, Owner: Mitch Miller. to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Subscribed and sworn to before me this IZ day of :(aOLA-G- 92023. L'Aotary Public Kim I Meuwissen, Cit Clerk Notary Puuiic Minnesota y My Commission Expires Jan 31, 2027 399 Tax name Tax add 11 Tax add 12 Siteadd City Mn Zip AARON LTHOMAS 6610TREETOP RD CHANHASSEN, MN 55317-4554 6610TREETOP RD CHANHASSEN 55317 ADAM SCHUBERT 6740 POWERS BLVD CHANHASSEN, MN 55317- 6740 POWERS BLVD CHANHASSEN 55317 ALYSSA LYNN GRIFFETH 6701 MULBERRY CIR W CHANHASSEN, MN 55317- 6701 MULBERRY CIR CHANHASSEN 55317 AMY RUTH KELLY 6715 MULBERRY CIR CHANHASSEN, MN 55317-9407 6715 MULBERRY CIR CHANHASSEN 55317 ANDREA L DENO 6700 GOLDEN CT CHANHASSEN, MN 55317- 6700 GOLDEN CT CHANHASSEN 55317 ANTHONY G MARTIN 6636 MULBERRY CIR E CHANHASSEN, MN 55317- 6636 MULBERRY CIR E CHANHASSEN 55317 BRENT & KARLA WENNERSTROM 6790 CHAPARRAL LN CHANHASSEN, MN 55317-9222 6790 CHAPARRAL LN CHANHASSEN 55317 BRIAN J URICK 6731 GOLDEN CT CHANHASSEN, MN 55317- 6731 GOLDEN CT CHANHASSEN 55317 BUCK FAMILY TRUST 6680 GOLDEN CT CHANHASSEN, MN 55317- 6680 GOLDEN CT CHANHASSEN 55317 CATHY J RUPNOW REVOCABLE TRUST 6721 GOLDEN CT CHANHASSEN, MN 55317- 6721 GOLDEN CT CHANHASSEN 55317 CHRISTOPHER J VANDERPLOEG 6719 MULBERRY CIR CHANHASSEN, MN 55317-8407 6719 MULBERRY CIR CHANHASSEN 55317 CHRISTOPHER SMIEJA 6720 POWERS BLVD CHANHASSEN, MN 55317-9548 6720 POWERS BLVD CHANHASSEN 55317 DALEN J DEFOE 6729 MULBERRY CIR CHANHASSEN, MN 55317-8407 6729 MULBERRY CIR CHANHASSEN 55317 DAVID M & COLLEEN B RONNEI 6666 MULBERRY CIR E CHANHASSEN, MN 55317-8408 6666 MULBERRY CIR E CHANHASSEN 55317 ERIC CHMIELEWSKI 6645 MULBERRY CIR E CHANHASSEN, MN 55317- 6645 MULBERRY CIR E CHANHASSEN 55317 FRANK KAIM 6687 MULBERRY CIR CHANHASSEN, MN 55317- 6687 MULBERRY CIR E CHANHASSEN 55317 GERALD A JR & DENISE M FEDIE 6800 UTICA CIR CHANHASSEN, MN 55317-9514 6800 UTICA CIR CHANHASSEN 55317 GRADY HARRISON HEDSTROM 6683 MULBERRY CIR CHANHASSEN, MN 55317- 6683 MULBERRY CIR E CHANHASSEN 55317 JEFFREY R HENKEMEYER AND EVELYN MOLLOY H 6605 MULBERRY CIR E CHANHASSEN, MN 55317- 6605 MULBERRY CIR E CHANHASSEN 55317 JOHN C & RENEE L SQUIRES 6630 TREETOP RD CHANHASSEN, MN 55317-4554 6630 TREETOP RD CHANHASSEN 55317 JOHN W & SHARON K HARDEL 6690 GOLDEN CT CHANHASSEN, MN 55317- 6690 GOLDEN CT CHANHASSEN 55317 JOSHUA D HOLLER 6620 TREETOP RD CHANHASSEN, MN 55317- 6620 TREETOP RD CHANHASSEN 55317 JULIA BLUNT 6691 POWERS BLVD CHANHASSEN, MN 55317- 6691 POWERS BLVD CHANHASSEN 55317 JULIAN JANES 6730 MULBERRY CIR E CHANHASSEN, MN 55317- 6730 MULBERRY CIR CHANHASSEN 55317 KEVIN L & JULIE A GRAFFf 6760 GOLDEN CT CHANHASSEN, MN 55317-4601 6760 GOLDEN CT CHANHASSEN 55317 KURT A CLEPPER 6711 GOLDEN CT CHANHASSEN, MN 55317-4601 6711 GOLDEN CT CHANHASSEN 55317 KYLE E O'NEILL 6770 CHAPARRAL LN CHANHASSEN, MN 55317-9222 6770 CHAPARRAL LN CHANHASSEN 55317 LAYTON B & MADELYN L PAINE 1092 SHENENDOAH CIR CHANHASSEN, MN 55317-9542 1092 SHENENDOAH CIR CHANHASSEN 55317 MELISSA A ELDER REV TRUST 6696 MULBERRY CIR CHANHASSEN, MN 55317-9408 6696 MULBERRY CIR E CHANHASSEN 55317 MICHAEL D BURNS 6750 GOLDEN CT CHANHASSEN, MN 55317- 6750 GOLDEN CT CHANHASSEN 55317 MICHAELJ CUCCIA 6740 GOLDEN CT CHANHASSEN, MN 55317-4601 6740 GOLDEN CT CHANHASSEN 55317 MITCHEL L MILLER 1831 KOEHNEN CIR W EXCELSIOR, MN 55331- 6730 GOLDEN CT CHANHASSEN 55317 PAUL A & SHERYLL A KREUTER 1090 CARVER BEACH RD CHANHASSEN, MN 55317-9529 1090 CARVER BEACH RD CHANHASSEN 55317 ROBBIN M ERSBO 6665 MULBERRY CIR E CHANHASSEN, MN 55317-8409 6665 MULBERRY CIR E CHANHASSEN 55317 ROY R & JACQUELINE B ANDERSON 6695 MULBERRY CIR E CHANHASSEN, MN 55317-8409 6695 MULBERRY CIR E CHANHASSEN 55317 RUSSELL G KOHMAN 6730 POWERS BLVD CHANHASSEN, MN 55317-9548 6730 POWERS BLVD CHANHASSEN 55317 RUSSELLJ & BONNIE G SIAKEL 6703 MULBERRY CIR E CHANHASSEN, MN 55317-8407 6703 MULBERRY CIR E CHANHASSEN 55317 RYAN 1 KLINGELHUTZ 6801 UTICA CIR CHANHASSEN, MN 55317-9514 6801 UTICA CIR CHANHASSEN 55317 SCOTT & KAREN DEWING 6735 MULBERRY CIR CHANHASSEN, MN 55317-8407 6735 MULBERRY CIR CHANHASSEN 55317 SCOTTJ &JESSICA FREDRICKSON 6681 POWERS BLVD CHANHASSEN, MN 55317-9513 6681 POWERS BLVD CHANHASSEN 55317 THE DELGADILLO MATT LIVING TRUST 6693 MULBERRY CIR E CHANHASSEN, MN 55317- 6693 MULBERRY CIR E CHANHASSEN 55317 THE SUNNY SIK KIM REVOCABLE LIVING TRUST 7016 ANTRIM RD EDINA, MN 55439- 1215 LAKE LUCY RD CHANHASSEN 55317 THOMAS K & ANNE H MCGINN REV TRUST 1121 LAKE LUCY RD CHANHASSEN, MN 55317-8676 1121 LAKE LUCY RD CHANHASSEN 55317 TIMOTHY P OLSON 6710 GOLDEN CT CHANHASSEN, MN 55317-4601 6710 GOLDEN CT CHANHASSEN 55317 TOBIAS SCHMIDT 6780 CHAPARRAL LN CHANHASSEN, MN 55317-9222 6780 CHAPARRAL LN CHANHASSEN 55317 TONYA S SADURA 6635 MULBERRY CIR E CHANHASSEN, MN 55317-8409 6635 MULBERRY CIR E CHANHASSEN 55317 TYLER SCHMIDT 6699 MULBERRY CIR E CHANHASSEN, MN 55317- 6699 MULBERRY CIR E CHANHASSEN 55317 O O Notice of Public Hearing Chanhassen Plannina Commission Meetina Date & Time: Tuesday, January 23, 2023 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Consider a request for approval of a Metes and Bounds Proposal: subdivision of 1.17 acres into two single-family lots for property zoned Single -Family Residential (RSF). Applicant: Marty Schutrop Owner: Mitch Miller Property 6730 Golden Court Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following What Happens at steps: the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Planning Commission discusses the project. To view project documents before the meeting, please visit the City's proposed development webpage at: www.ci.chanhassen.mn.us/proposeddevelopments. If you wish to talk to someone about this project, please contact MacKenzie Young -Walters by email at Questions & mwalters(@chanhassemmn.gov or by phone at 952-227- Comments: 1132. If you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Planning Commission. The staff report for this item will be available online at the city's Agendas & Minutes webpage the Thursday prior to the Planning Commission meeting. NEW! Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mn.us/noti me to sign up! City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments. Variances, Appeals, and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Ronause the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence -Ph arding the application will be included in the report to the City Council. If you wish to have something to be included in the report, O rse contact the Planning Staff person named on the notification Notice of Public Hearing Chanhassen Planninq Commission Meetinq Date & Time: Tuesday, January 23, 2023 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Consider a request for approval of a Metes and Bounds Proposal: subdivision of 1.17 acres into two single-family lots for property zoned Single -Family Residential (RSF). Applicant: Marty Schutrop Owner: Mitch Miller Property 6730 Golden Court Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following What Happens steps: at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Planning Commission discusses the project. To view project documents before the meeting, please visit the City's proposed development webpage at- www.ci.chanhassen.mn.us/propos ddevelopments. If you wish to talk to someone about this project, please contact MacKenzie Young -Walters by email at Questions & mwalters(aD_chanhassemmn.gov or by phone at 952-227- Comments: 1132. If you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Planning Commission. The staff report for this item will be available online at the city's Agendas & Minutes webpage the Thursday prior to the Planning Commission meeting. NEW! Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mn.us/notifyme to sign u I City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments, Variances, Appeals. and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as apart of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing. the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, please contact the Planning Staff person named on the notification. Disclaimer This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages. and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Disclaimer This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. 402 City Council Item January 23, 2023 Item Ordinance XXX: Establishing City Fees and Charges for 2023 File No. Item No: I.1 Agenda Section GENERAL BUSINESS Prepared By Kelly Grinnell, Finance Director Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council adopts an ordinance establishing the City Fees and Charges for 2023." Motion Type I Simple Majority Vote of members present Strategic Financial Sustainability Priority SUMMARY This ordinance is updated annually to establish all of the fees and charges for the city. BACKGROUND Prior to 2022, the city's fees and charges have been set within several areas of the city's code. On January 10, 2022 Ordinance 683 was adopted by the Chanhassen City Council. This new ordinance replaced all of the references to fees in other ordinances with one comprehensive fees and charges schedule. The attached comprehensive schedule was prepared and updated during the 2023 budget process. The revenue projections in the 2023 budget reflect the fee changes included in this schedule. Changes were discussed during Council's budget work sessions. The fee schedule is included as Attachment A to the ordinance. 403 The Fees and Charges Schedule is updated annually and included in the budget process. The 2023 schedule will be posted on the City's website for reference. DISCUSSION BUDGET RECOMMENDATION Adopt an ordinance establishing City fees and Charges for 2023. ATTACHMENTS Draft Ordinance 2023 Fees 404 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. XXX AN ORDINANCE ESTABLISHING THE CITY FEES AND CHARGES FOR 2023 THE CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA ORDAINS: Section 1. (A) Policy and Purpose. By the enactment of this Ordinance, the City Council intends to establish fees and charges required by the City Code for the year 2023 and to comply with Minnesota Statutes, §462.353, subd. 4. (B) Fees and Charges. The fees and charges for the City for the year 2023 are as set forth on "Exhibit A" hereto. (C) Application. Where a direct conflict exists between the amount of a fee or charge set by any provision of the City Code and a fee or charge set by this Ordinance, the fee or charge set by this Ordinance applies. Section 2. This ordinance shall be effective immediately upon its passage. PASSED AND ADOPTED this 23`d day of January, 2023 by the City Council of the City of Chanhassen, Minnesota. Kim Meuwissen, City Clerk Elise Ryan, Mayor (Ordinance XXX published in the Chanhassen Villager on February 2, 2023) 405 CITY OF CHANHASSEN 20222023 FEE SCHEDULE ADMINISTRATIVE MISCELLANEOUS Returned Check/ACH Fee $20 Copy Fee See Engineering Fees Notary Fee Per notary signature 1 Radon Kit 8 History Book 10 Election Candidate Filing Fee 5 Bow and arrow discharge permit 20 Shotgun discharge permit 20 CEMETERY Grave Fee Resident Non -Resident Interment Fee Excavation Fee (payable directly to excavator) Caskets (Monday -Friday) Caskets (Saturday -Sunday) Urns & Infant Burials May be higher in winter $400 600 $150 $5A575 375 LICENSING FEES& CHARGES i LIQUOR LICENSES Annual license period is from May 1 to April 30. All liquor licenses are renewed annually. On -Sale Intoxicating Liquor License: Floor area under 3,000 square feet $6,115 Floor area 3,000-6,000 square feet 9,609 Floor area over 6,000 square feet 13,104 Sunday Sales (set by State Statute) 200 Brewer Taproom 400 Cocktail Room 400 Wine/Beer 410 3.2% Malt Liquor 410 Off -Sale Intoxicating (*set by State Statute) $200 Micro distillery 200 Small Brewer 200 3.2% Malt Liquor 58 New Application $250 Background investigation on liquor license owners, officers Changes in officers or 100 or operating managers. operating managers of existing license holders Temporary On -Sale Liquor License $1 Community Festival On -Sale Liquor License $50 OTHER BUSINESS LICENSES Waste Hauler Annual fee per company $300 Peddler, solicitor or transient merchant registration fee Per individual $100 Massage Therapy Business license Background investigation fee $50 $250 406 CITY OF CHANHASSEN 20222023 FEE SCHEDULE LICENSING FEES & CHARGES 2022 Fees Sexually oriented business license Annual $1,300 ANIMAL CONTROL Kennel Fee - Commercial Annual $25_ 1s' offense $50 2"d offense 100 3rd offense 150 Dog and Cat Impounding Fees 4" offense 200 51" & subsequent offenses 250 (in 12-month period) $25 Stable Permit GROUP PICNIC RESERVATION FEES Resident - groups less than 100 Monday —Thursday $125 Friday —Sunday 150 Resident - groups of 100 or more Monday —Thursday $175 Friday —Sunday 225_ Nonresident - groups less than 100 Monday —Thursday $225 Friday —Sunday 275 Nonresident - groups of 100 or more Monday —Thursday $325 Friday —Sunday 375 Nonprofit/Senior Group Discount 25%_ District 112/276 Monday —Thursday $45 Friday —Sunday 50 All Other School Districts Monday —Thursday $100 Friday —Sunday 150 RENTALS & RESERVATIONS Canoe/Kayak Storage Rack Residents $60 Nonresidents 70 2 407 CITY OF CHANHASSEN 20222023 FEE SCHEDULE Watercraft Rentals Canoe Kayak Tandem Kayak Paddle Boat (4 person) Row Boat Row Boat with Electric Motor Stand -Up Paddleboard MEMORIALS Bench Tree Other By Arrangement ADULT SOFTBALL Summer Softball League (per team) All resident team 1-5 non-resident members 6+ non-resident members Fall Softball League (per team) All resident team 1-5 non-resident members 6+ non-resident members $15 15 15 15 15 20 $500 $1,000 $850 900 950 $500 550 .e F—RE—CREATION PROGRAM YOUTH AND REC CENTER PROGRAMS Youth program fees are determined annually and are published in the seasonal program brochures. Fees are designed to recover program costs. ADULT/SENIOR PROGRAMS (*fees cover program supplies and staffing costs) Single -day Adult/Senior Programs Non-resident charge +$32 $10-65 Multi -day Adult/Senior Programs Non-resident charge +$105 $10-175 Senior Day Trips Non-resident charge +$10 $65-95110 Senior Overnight Trips Non-resident charge +$1025 $250-458600 RECREATIONCHANHASSEN Daily Fee Resident $4.00 Nonresident 4.50 Senior Resident 3.75 3 408 CITY OF CHANHASSEN 20222023 FEE SCHEDULE Senior Nonresident Punch Cards 10 Punch Resident/Non-resident 10 Punch Senior Resident/Non-resident 20 Punch Resident/Non-resident 20 Punch Senior Resident/Non-resident 40 Punch Resident/Non-resident 40 Punch Senior Resident/Non-resident Facility Gym Resident Gym Nonresident Community Room with Kitchen Resident Community Room with Kitchen Nonresident Community Room with Carpet Resident Community Room with Carpet Nonresident Conference Room Resident Conference Room Nonresident Birthday Parties Residents Nonresidents Additional Time Per Hour Hourly Facility Fee 4.25 $3035 3540 27-.5032.50 �5037.50 5562 5b73 5057 6+71 385114 -1 138 94110 3-130 $50.00 60.00 20.00 25.00 20.00 25.00 15.00 20.00 $70 85 PERSONAL TRAINING PACKAGES Getting Started Package (3 sessions) $130 One -on -One Packages 5 Sessions $195 10 Sessions 380 15 Sessions 540 20 Sessions 700 Building permit fees are based on declared permit valuation. For declared valuations that are not representative of the work being completed, the Chanhassen valuation table may be used to determine appropriate value. Building, Fire and Septic Permit Fees Base Fee (Valuation up to $1,000) +fee per $1,000 of value Plan Review Fee When submittal of plans is required, and the valuation is more than $3,000, a clan review fee shall also be charged Valuation Ranee: $1,000-25,000 $25,001-50,000 $50,001-100,000 $100, 001-500, 000 $500,001-1,000,000 $1, 000, 000+ $80.00 +fee Der 51.000 of value: $16.50 12.00 8.50 6.75 5.50 4.50 65% of permit fee 4 409 CITY OF CHANHASSEN 20222023 FEE SCHEDULE PERMITS & INSPECTIONS 2022 Fees — Fire Plan Review Fee When submittal of plans is required, 65% of permit fee and the valuation is more than $3,000, a plan review fee shall also be charged. Plumbing & Mechanical Permit Fees Total Valuation $0 to $1,000 Base Rate $80 Plus percent of value over: $1,001 to 10,000 +2.25% $10,001 to 50,000 +1.75% $50,001 and up +1.50% Testing of Backflow Devices $30 Industrial Heating Equipment Permit Fees Total Valuation $0 to $50,000 Base Rate $80 Plus percent of value over: $50,00 to 250,000 0.4% $250,001 to $500,000 0.3% $500,001 to $750,000 0.2% $750,001 and up 0.1% Roofing/ Siding/ Windows & Door $150 each Flat fee per permit $300 max combined Fee collected on behalf of .05% of permit value State Surcharge Minnesota Dept. of Labor and Industry Moving Building Each (Permit fee does not $150 include escrow) Cancelled permits can receive an 80% refund of °^' MARth �n " the city permit fee. State Surcharge is nonrefundable.Septie IneerAplianee SUFC;haW ESCROWS At the discretion of the City Engineer, Aadditional As -Built $2500 escrow ea-rrmay be collected in the amount equal to at Landscaping 750 fea,t110% of the estimated construction cost of the Erosion/&evdf#ySediment 2-5,0500-7500 project Control FALSE ALARMS Number of False Alarms: First Alarm No Charge Second Alarm No Charge Third Alarm or more (each occurrence) $350 Fireworks Display Permit $200 Fireworks Sales Permit $100 5 410 CITY OF CHANHASSEN 20222023 FEE SCHEDULE FIRE DEPARTMENT 2022 Fees Emergency Vehicle/Equipment Current FEMA Equipment Rates OTHER COMMUNITYDEVELOPMENT -DEVELOPMENT: Comprehensive Plan Amendment Land Use Amendment $600 Conditional Use Permit Single -Family Residence Does not include site plan review $325 All Others 500 Grading Permits Under 50 cubic yards N/A 50-1,000 cubic yards $_59100 Over 1,000 cubic yards Processed as Interim Use Permit Erosion/Sediment Control escrow Per Acre€seFaw $7,500 Interim Use Permit Single -Family Residence $325 All Others 500 Sign Rental $200 Planned Unit Development/Rezoning Major Amendment $750 Minor Amendment 100 Rezoning $500 Sign Permit Permanent $100 Temporary 35 $150 Sign Plan Review Site Plan Review Commercial/Industrial Districts Plus $10 per 1,000 square feet of $500 building area Residential Districts Plus $5.00 per unit 500 Administrative 100 Subdivision Create 3 Lots or Less $3500 Create Over 3 Lots Plus $15.00 per lot 91000 Final Plat Plus $15.00 per lot 250 Metes and Bounds Division Plus $50.00 per lot 300 Consolidate Lots 150 Administrative Subdivision 150 Temporary Outdoor Sales and Events Temporary Outdoor Event Permit $50 Seasonal Sales Permit 50 Special Event Permit 100 Race Addendum 50 Vacation of Right-of-Way/Easements $300 Variance / Appeal of Administrative Decision $200 WCA Joint Application Permit Single -Family Residence 50 All Other Uses 500 411 CITY OF CHANHASSEN 20222023 FEE SCHEDULE DEVELOPMENT& OTHER COMMUNITYDEVELOPMENT WCA Appeal of Decision 2000 Wetland Alteration Permit Single -Family Residence $150 All Other Uses 275 Monumentation For All Wetland Buffer Strips Per sign $20 Zoning Ordinance Amendment $500 Filing Fees/Attorney Costs Recording documents: Per document Conditional Use Permit $50 Vacation 85 Metes & Bounds Subdivision 250 Interim Use Permit 50 Variance 50 Easements 85 Site Plan Agreement 85 Wetland Alteration Permit 50 Deeds 100 Recording plats and related documents Flat Fee $450 Consultant Fees Costs will be billed to developer Flood Zone Information $65 Loudspeaker $10 Property Owner's List Per property $3 Beekeeping Permit $25 Chicken Permit $25 Zoning Permit Fee $50 Zoning Letter $65 Short Term Rental 200 Contracted Service Actual Cost Administrative Fee 10% E,IVA CITY OF CHANHASSEN 20222023 FEE SCHEDULE Yard Waste Drop -Off Fees Community Garden Plot Rental Weed Wrench Deposit (Refunded When Tool Returned) Public Street Light Administration Fee Cost of Construction of Improvements: Less than $500,000 $500,000 to $1,000,000 First $500,000 Over $500,000 Over $1,000,000 First $1,000,000 Over $1,000,000 Security Per light In conjunction with the installation of improvements(public and private) 3% of construction costs 3% of construction costs 2% of construction costs 2.5% of construction costs 1.5% of construction costs 110% of public improvements includin grading, erosion control, restoration, landscaping (2% of construction costs) and engineering/surveying (7% of $1/bag cubic yard 2022 Fees SURFACE WATER DEVELOPMENT FEES Fees are based on the developable land. Undeveloped areas such as wetlands and buffers placed into an outlot, public parks, conservation easements, and public right -of --way are exempt from these fees. Surface Water Development Fees Per acre Parks/Open Space $&,-G95,220 Single Family Residential �399,180 Medium Density Residential 18,60011,020 Townhouse/Apartment Complex/High- Density Residential 15,87016,500 Industrial 22,90023,820 Commercial 34,4&034,800 PARK DEDICATION FEES Park Dedication Fees Single -Family Duplex Multifamily/Apartment Units Commercial/Industrial Continuing Care Retirement Facility Per dwelling Per dwelling Per dwelling Per acre Per bed $5800 5,000 3,800 12,500 500 8 413 CITY OF CHANHASSEN 20222023 FEE SCHEDULE DEVELOPMENTPRIVATE SEWER & WATER DEVELOPMENT FEES Residential development & Commercial, industrial and institutional development Sanitary Sewer $_L3�2,383 Fees are based per unit. Parcels previously Sanitary Sewer -Reduced Rate 16-141,668 assessed trunk hook-up fees are exempt. Parcels -if 30% of the sewer hookup fee was within the Lake Ann Sewer District will be subject paid at the time of final subdivision to the Lake Ann Trunk sewer fees, payable in full approval prior to the issuance of a building permit, in addition to the sewer trunk hook-up fees. Water �&,-5428,841 Water -Reduced Rate &9-7g6,189 -if 30% of the water hookup fee was paid at the time of final subdivision approval City SAC Surcharge 75 SAC (As established by the Metropolitan 2,485 Council) Parcels in Lake Ann district subject to Lake Ann Lake Ann Interceptor $3,-W42,040 Trunk sewer fees, payable in full prior to the issuance of a building permit, in addition to the Subtrunk -2-,�2,140 sewer trunk hook-up fees All Development: Lateral Connection Charge Sewer $7-,�8,259 Water 10,54L10,910 OTHER INSPECTIONS & FEES The city hires consultant inspectors at an Actual Cost Site Inspection for Private Developments average of 20 hours/week charged back to applicantat $80.00 per hour. G.I.S. fees Plat Per plat $100 Parcel Per parcel 30 inspen+ions eaut-sid-e of nearmal Derhour Re -inspection fees Per hour $9100 Inspections for which no fee is specifically Per hour $9100 indicated Additional plan review required by changes, Per hour $�100 additions or revisions to plans For use of outside consultants for plan checking Actual Cost and inspections, or both Actual � costs" WORKSPUBLIC Trenching & Boring Per 100 feet $20 Street or ROW Per hole and/or excavation $50 Directional Bore Per road crossing, no open cut $40 Drain Tile Connection Per connection $50 414 CITY OF CHANHASSEN 20222023 FEE SCHEDULE PUBLIC WORKS & ENGINEERING 2022 Fees Driveway Permit Per property $50 Temporary Lift of "No Parking" Zone Per week, no charge for 1st $20 week Weight Restriction $25 $20 Temporary Street Closure Deposit ROW permit fee (No main lines 100 Underground Sprinkler System $50 in ROW) Copies Per page Small Format (Letter, Legal, 11x17) Li Large Format (22x34 and larger) 2 214" M 31" Copy $-.2-5 co".59 214" M 14"ar11" x 17" r.�py - Qn COPI, 5 34" G0Py 6 22" GGIGr /`...... 49 2411 36"-Copy 49 241" M 36" (;9I9r COP1, 1-5 26" 4211y 39 26" x 42"" ��PIFF 2-9 n.... ak ro ff Pr*,.,, by size efpapef TGP D.iee by r .," ., 1 ..+/DIat Map Copy (Fed......d &..1 Mee by size efpapef Printed copy $7550 Standard Specifications & Detail Plates (PDF copy available on city website at no charge) Encroachment Agreements Application and recording fee $200 Partial Release $15 Certificate of Compliance $25 Private Drinking Water Test ,.r,r+ of I ,I, fr.r,rper Hour + Actual Cost Lab Fees Prohibited Discharges into Sanitary Sewer System Per Month 200 Unauthorized water turn on or Meter Tampering Each instance $100 MIy+..r T-am .eF*no COCA Failure to allow access to water meter Per Month $100 Water Use Restriction $59Written 1'Y violation Warning 2nd violation 5100 3rd violation 150 4th violation 250 10 415 CITY OF CHANHASSEN 20222023 FEE SCHEDULE Small Wireless Facility Agreement Per year rent to collocate on city $150 structure Per year maintenance 25 Monthly fee for electrical service Per radio node, less than 73 or equal to 100 max 7-3 watts Per radio node over 100 182 max watts or *actual cost of electricity 11 416 CITY OF CHANHASSEN 20222023 FEE SCHEDULE UTILITY RATES 2022 Fees WATER RATES Residential and Irrigation Minimum water charge per quarter 15.8116.62 0 to 15,000 gallons per quarter per 1,000 gallons 2-AA2.43 15,001 to 30,000 gallons per quarter per 1,000 gallons 3—.W3.75 30,001 to 60,000 gallons per quarter per 1,000 gallons 4-.244.45 60,001 to 90,000 gallons per quarter per 1,000 gallons 4-.734.97 90,001 + gallons per quarter per 1,000 gallons 5-.7-86.07 Commercial Minimum water charge per quarter $15.8116.62 0 to 51,000 gallons per quarter per 1,000 gallons �12.43 51,001 to 99,000 gallons per quarter per 1,000 gallons 3-.&73.75 99,001 to 150,000 gallons per quarter per 1,000 gallons 4-.244.45 150,001+ gallons per quarter per 1,000 gallons 4-.734.97 Multi -family Properties per 1,000 gallons $983.13 Water Test $3-. 33.18 Bulk sales to contractors, landscapers, etc. at City fill stations or other designated locations Per 1,000 gallons $7.84 SANITARY SEWER RATES Residential based on winter quarter usage per 1,000 gallons $&.-976.48 Commercial based on actual quarterly usage Per 1,000 gallons $&-.976.48 Minimum sewage charge per quarter Minimum up to 6,000 gallons $367539.87 SURFACE WATER MANAGEMENT RATES Surface Water Management User Fees Single-family, Rural Residential, Per quarter $22.5325.92 Agricultural & Undeveloped Surface Water Management User Fees Per quarter base, multiplied by the utility $43.8850.46 Other Property Types factor per acre Utility Factor per acre Medium density residential 2.22 High density residential, Industrial, 3.30 Office, Institutions (churches, schools, government buildings, hospitals) Business/Commercial 4.23 Parks, cemeteries, golf courses, 0.46 arboretum 6.14 Parking lots as a principal use DELINQUENT ACCOUNTS Late Fees 10% of balance qtk-wie4y4ee Certification Fee 10% of b8alance 4-on account (minimum of 10.00 +County fee 12 417 City Council Item January 23, 2023 Item Resolution 2023-XX: Supporting the Authority to Hold a Referendum to Impose a Local Sales Tax to Fund Specific Capital Improvements Providing Regional Benefit File No. Item No: I.2 Agenda Section GENERAL BUSINESS Prepared By Laurie Hokkanen, City Manager Reviewed By SUGGESTED ACTION "The Chanhassen City Council adopts a resolution supporting the authority to hold a referendum to impose a Local Sales Tax to fund specific capital improvements providing regional benefit." Motion Type N/A Strategic Financial Sustainability Priority SUMMARY The City of Chanhassen is considering asking voters via referendum to impose a half -cent sales local option sales tax (LOST) to fund a public -private recreational facility with 2+ sheets of ice, a walking track, and other community meeting space at Avienda. BACKGROUND Overview of the Process: City Council adopts a resolution indicating the city's desire to ask constituents to consent to a LOST • Resolution submitted to the legislature to obtain approval • Legislature approves request • City holds referendum within two legislative seasons of receiving approval 418 o Each project must be regional and a separate ballot question • If referendum passes, LOST can be implemented and tax can be collected for up to 20 years Steps: • Pass the resolution on December 12, 2022, prior to the legislative session beginning on January 3, 2023 • January to May — work with legislature to get approval as well as working with the Avienda partners to scope the project • Summer and fall — communicate to residents about the proposed project • November 7, 2023 — hold a special election if we are ready • November 5, 2024 — referendum in conjunction with the General Election if we were not ready in 2023 DISCUSSION BUDGET A copy of the University of Minnesota Extension Study on the LOST is attached. The LOST would have generated $1,700,000 in 2019. Approximately 45% of the tax would have been paid by non- residents. RECOMMENDATION ATTACHMENTS Resolution Process Overview LMC local sales tax projects 2022 University of Minnesota Extension LOST Analysis 419 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: January 23, 2023 RESOLUTION NO: 2023-XX MOTION BY: SECONDED BY: RESOLUTION REQUESTING THE MINNESOTA STATE LEGISLATURE FOR THE AUTHORITY TO HOLD A REFERENDUM TO IMPOSE A LOCAL SALES TAX TO FUND SPECIFIC CAPITAL IMPROVEMENTS PROVIDING REGIONAL BENEFIT WHEREAS, the City of Chanhassen convened a Parks Referendum Task Force comprised of commission representatives and residents in 2022. The group met over the course of the year to develop priorities and identify funding strategies; and WHEREAS, the local option sales tax emerged as a desired funding source; and WHEREAS, the community has responded to public outreach efforts with the desire for the city to build a more comprehensive community center facility. However, the city does not own sufficient land for such a project; and WHEREAS, the City of Chanhassen has the opportunity to enter into a public -private partnership to build a recreational facility at the Avienda development that would meet the needs of the community and the region; and WHEREAS, the city has identified a unique opportunity for the region: Avienda Recreational Facility. ($30-40M) This public -private partnership would be located on approximately 16 acres in the SW corner of the Avienda development in Chanhassen. The facility would include 2+ sheets of ice, a walking track, and community meeting space. The site is conveniently located to serve the region, with direct access to Hwy 212. The site will be designed with industry -leading stormwater management techniques; and WHEREAS, the project will result in benefits to both the residents and businesses of the City of Chanhassen and to non-resident visitors and businesses; and WHEREAS, funding the project with a local option sales tax will more closely distribute the cost of the project to the user of the facility; and WHEREAS, the city's share of the project is estimated to be no more than $40 million; and WHEREAS, the city estimates that a local sales tax of 0.5 percent would generate $1,700,000 annually; and WHEREAS, the estimated local sales tax revenue and estimated time needed to raise that amount of revenue for the project is as follows: Avienda Recreational Facility. The city will collect up to $40,000,000 over 20 years; and 420 WHEREAS, Minn. Stat.§ 297A.99 authorizes the imposition of a general sales tax if permitted by special law of the Minnesota Legislature; and WHEREAS, Minn. Stat.§ 297A.99 requires the City to pass a resolution authorizing such a local tax and to obtain Legislative approval prior to approval by the local voters to enact the local tax. NOW, THEREFORE, BE IT RESOLVED THAT 1. The Chanhassen City Council supports the authority to impose a general local sales tax of 0.5 percent for a period of 20 years to fund the aforementioned project. 2. Upon approval of this resolution, the City will submit the adopted resolution and documentation of regional significance to the chairs and ranking minority members of the House and Senate Taxes committees for approval and passage of a special law authorizing the tax, by January 31 of the year that it is seeking the special law. 3. Upon Legislative approval and passage of the special law authorizing the tax, the city will adopt a resolution accepting the new law, which will be filed with a local approval certificate to the Office of the Secretary of State before the following Legislative session. 4. The city will put a detailed ballot question on a general election ballot for local voter approval. This will be done within two years of receiving legislative authority. If the ballot question passes, the city will also pass an ordinance imposing the tax and notify the Commissioner of Revenue at least 90 days before the first day of the calendar quarter that the tax will be imposed. 6. Upon completion of the aforementioned requirements, the local sales tax will commence and run twenty (20) years or until a sum sufficient to fund the voter -approved project, including related debt costs, is raised, whichever comes first. PASSED AND ADOPTED by the Chanhassen City Council this 23rd day of January, 2023. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT N 421 �MN HOUSE Steps for Imposing a RESEARCH General Local Sales Tax August 2022 Minnesota Statutes, section 297A.99, requires a political subdivision seeking to either impose a new general local sales tax, or make changes to an existing general local sales tax, to obtain legislative approval through enactment of a special law. This overview explains the steps the political subdivision must take to acquire legislative approval (steps 1 to 3), as well as steps to take once a special law is enacted (steps 4 to 6).' Step 1: Pass a resolution The governing body of a political subdivision must pass a resolution proposing the tax including the: ■ proposed rate; ■ detailed description of the projects to be funded (no more than five);' ■ documentation of the regional significance of each project, including the benefits to nonlocal persons and businesses; ■ amount of revenue to be raised for each project; ■ estimated amount of time to raise the amount needed for each project; and ■ anticipated expiration date for the tax. Step 2: Submit resolution to legislative committees The political subdivision must submit the passed resolution and documentation on regional significance of each project to the chairs and ranking minority members of the House and Senate Tax Committees by January 31 of the year it seeks the special law. Step 3: Obtain legislative approval through an enacted special law The political subdivision must work with a legislator to draft and sponsor a bill authorizing imposition of a new tax or changes to an existing tax. The bill must then be passed by both the House and Senate and signed into law by the governor. Step 4: File local approval with the Secretary of State Once enacted, a special law authorizing a local sales tax is not fully effective until the political subdivision files local approval with the Office of the Secretary of State before the start of the next regular legislative session after the session in which the law is enacted.' 1 Steps 1 to 3 must be taken each year a special law is sought, even if completed in years prior. ' In 2021, the legislature limited the types of projects that may be funded using a local sales tax to include: a single building or structure, improvements to a single park or recreational area, or a contiguous trail. ' Minn. Stat. § 645.021. By Alexandra Haigler, alexandra.haigler@house.mn 422 Steps for Imposing a General Local Sales Tax Step 5: Hold a local referendum Before the political subdivision can impose the newly authorized tax, it must receive approval by a majority of voters within its jurisdiction at a general election held within two years of receiving the tax authority from the legislature. The voters must approve the tax and each project authorized by the special law. If a political subdivision is authorized to fund multiple projects with the tax, then each project must be separately stated as a question on the ballot. Only projects that are approved by the voters may be funded by the tax. If a project is not approved, then the length of time the tax is to be imposed is reduced to reflect the amount of time needed to raise the revenue to fund only the approved projects. The political subdivision may not spend money to promote the passage of the tax. It may only spend money to (1) disseminate information from the approved resolution, (2) hold public forums on the issue, (3) provide facts on the proposed projects and the impact of the proposed tax, and (4) conduct the referendum. Step 6: Issue an ordinance The political subdivision must pass an ordinance imposing the tax and notify the Department of Revenue at least 90 days before the first day of the calendar quarter during which the tax is to be imposed. MNHOUSE Minnesota House Research Department provides nonpartisan legislative, legal, and RESEARCH information services to the Minnesota House of Representatives. This document can be made available in alternative formats. www.house.mn/hrd l 651-296-6753 l 155 State Office Building l St. Paul, MN 55155 423 Of the 21 proposed projects on ballots, 18 were approved by voters. At last week's election, 14 cities had 21 ballot questions for local sales taxes to fund capital projects of regional significance. Of the 21 proposed projects, 18 were approved by voters. Although there was no tax bill enacted during the 2022 legislative session, these projects actually received legislative approval in the 2021 omnibus tax bill (Chapter 14, First Special Session). However, other than the City of St. Peter, which successfully conducted its referendum in November 2021, all other city ballot questions were on the 2022 general election ballot. Eighteen projects that were approved by voters. Cloquet • Repairs and expansion of Cloquet Ice Arena ($6.03 million) were approved 58.84% to 40.16%. • Pine Valley Park and Ski Jump ($2.1 million) were approved 50.54% to 49.46%. Edina Braemar Park and Arena ($21.6 million) was approved 59.28% to 40.72%. Fred Richards Park improvements ($17.7 million) was approved 52.48% to 47.53%. Fergus Falls • Aquatic Center ($10.8 million) was approved 59.68% to 40.32%. • Delagoon Park Improvement project ($5.2 million) was approved 60.07% to 39.93%. Grand Rapids • Reconstruction, remodeling, and upgrades for the IRA Civic Center ($5.98 million) were approved 58.46% to 41.54%. Hermantown Hockey arena improvements ($10.8 million) were approved 56.70% to 43.30%. Trails and athletic facilities improvements ($4.8 million) were approved 69.19% to 30.81%. Fitchner Park improvements ($$3.9 million) was approved 67.09% to 32.91 %. Litchfield Construction of a community wellness/recreation center ($10 million) was approved 55.66% to 44.34%. Maple Grove 424 • Expansion and renovation of the Maple Grove Community Center ($90 million) was approved 55.44% to 44.56%. Moorhead • Regional library and community center improvements ($31.6 million) were approved 64.37% to 35.63%. Oakdale • Construction of a new public works facility ($22 million) was approved 51.52% to 48.48%. • Expansion of Oakdale Police Department facility ($15 million) was approved 55.45% to 44.55%. Staples • Renovations and improvements to the Community Center ($1.6 million) was approved 62.67% to 37.33%. Waite Park Public safety facility ($20 million) was approved 53.59% to 46.41 %. Warren • Construction of a new child-care facility ($1.6 million) was approved 51.15% to 48.85%. Two county local sales taxes were also approved for projects in Carlton and Itasca counties. In addition to projects approved last week, St. Peter voters last year approved a sales tax for the construction of a new fire station totaling $9.1 million. The three projects not approved by voters were in St. Cloud, Wadena, and a second project in Waite Park. 425 EXTENSION CENTER FOR COMMUNITY VITALITY Local Option Sales Tax Analysis for Chanhassen, MN ESTIMATED CONTRIBUTIONS OF RESIDENTS AND NON-RESIDENTS TO A LOCAL OPTION SALES TAX Authored by Ryan Pesch REPORT SPONSOR: CITY OF CHANHASSEN, MINNESOTA 426 ElWM Local Option Sales Tax Analysis for Chanhassen ESTIMATED CONTRIBUTIONS OF RESIDENTS AND NON-RESIDENTS TO A LOCAL OPTION SALES TAX November, 2022 Authored by Ryan Pesch, Extension Educator, University of Minnesota Extension Center for Community Vitality Report Reviewers: Kelly Grinnell, Finance Director. Sponsor: City of Chanhassen © 2022 Regents of the University of Minnesota. All rights reserved. University of Minnesota Extension is an equal opportunity educator and employer. In accordance with the Americans with Disabilities Act, this material is available in alternative formats upon request. Direct requests to 612-625-8233. 19 Printed on recycled and recyclable paper with at least 10 percent postconsumer waste material. V10�% Local Option Sales Tax Analysis for Chanhassen, MN 428 Table of Contents SUMMARY OF FINDINGS...........................................................................................3 BACKGROUND AND METHODOLOGY........................................................................7 TRADE AREA ANALYSIS BY MERCHANDISE CATEGORY...............................................8 Vehiclesand Parts.................................................................................................8 FurnitureStores....................................................................................................9 Electronicsand Appliances..................................................................................10 BuildingMaterials...............................................................................................11 Foodand Groceries.............................................................................................12 Health and Personal Items...................................................................................13 Gas/Convenience Stores......................................................................................14 Apparel/Clothing.................................................................................................15 LeisureGoods.....................................................................................................16 General Merchandise Stores................................................................................17 Miscellaneous Retail...........................................................................................18 Amusement and Recreation................................................................................ 20 Accommodations................................................................................................ 20 Eating/Drinking Establishments........................................................................... 21 Repair and Maintenance..................................................................................... 22 Personal Services/Laundry.................................................................................. 23 Retail (non -store) and Other Services.................................................................. 24 Construction, Manufacturing, Utilities, Wholesale Operations, Transportation, and Sales Suppressed for Business Confidentiality...................................................... 25 APPENDIX A: RESEARCH ON THE EFFECTS OF A LOCAL OPTION SALES TAX ............... 26 APPENDIX B: DEFINITIONS OF TERMS...................................................................... 28 Local Option Sales Tax Analysis for Chanhassen, MN 429 SUMMARY OF FINDINGS University of Minnesota Extension conducted a study to estimate the proportion of sales proceeds attributed to both Chanhassen residents and non-residents. Using 2019 sales and use tax data available from the Minnesota Department of Revenue (MN Revenue), Extension estimated that non-residents account for 45.1 percent of taxable sales subject to a local option sales tax (LOST). Extension chose to use 2019 data instead of the more recent 2020 data due to the significant disruption of sales caused by the pandemic. Driven by an increase in taxable sales in the grocery and building materials categories, the net effect of the pandemic increased the proportion of non-resident spending. Assuming these patterns are transitory, Extension used 2019 data so as not to over -estimate based on a short- lived increase in spending in the community. In 2019, total taxable sales in Chanhassen were $372 million. MN Revenue analysts estimate that approximately 91% would be subject to a LOST. With 45.1 percent of sales derived from non-resident spending, Extension estimated that Chanhassen residents spent $186 million of the total $340 million in taxable sales subject to a LOST. If the tax were in place in 2019, a 0.5 percent local option sales tax would have garnered $1.7 million in tax proceeds according to MN Department of Revenue analysts. Chanhassen residents would have contributed $934 thousand in taxes, and non-residents would have contributed $766 thousand. Based on these estimates, each Chanhassen resident would have paid, on average, an additional $35.55 in sales tax in 2019. This report is based on a trade area analysis comparing actual taxable sales to potential sales. This is calculated by multiplying the Chanhassen population in 2019 (MN Demographic Center) by the Minnesota average per capita sales for each category, and then adjusting for the county's personal income factor. This initial analysis provided an estimate of retail and service purchases made by Chanhassen residents. For each merchandise group, the estimates for two types of purchasers —city residents and others —were calculated and adjusted considering the area economy. These adjustments were based on informed estimates and were aimed, in part, at reducing potential overestimates of the sales tax share attributable to non-residents. Assumptions and calculations are included for major retail and service categories so local decision makers can adjust totals if they have more nuanced insight. Several factors and features of Chanhassen's economy helped frame the analysis for the different merchandise categories: Local Option Sales Tax Analysis for Chanhassen, MN 430 • As a metro community with many nearby competing shopping centers, cross -hauling is a significant factor. Chanhassen residents can easily shop outside of the community and residents of nearby communities can also easily access Chanhassen businesses. For this analysis, cross -hauling has the net effect of increasing non-resident spending. Figure 1: Chanhassen worker in -flow and out -flow • Chanhassen has more workers entering the city for employment r-93.6572a, 44.6W2 than residents who leave for Inflow and outflow of wage earners. work (Figure 1). In this dynamic, Source: 2019 U.S. Census Bureau On -The -Map commuters often shop for goods and services near where they work and those commuting into the city purchase in the city. Figure 2 shows the estimated percentage of sales —across all merchandise categories — attributed to both residents and non-residents in 2019. These estimates are based on the adjusted analysis to more accurately reflect the city's economic and consumption circumstances. Based on Figure 2: Estimated 2020 Taxable Sales Subject to LOST these findings, Extension estimates city residents represent 54.9 percent of all taxable retail and service sales subject to the tax Taxable Sales Percent of Sales City residents $186,817,191 54.9% Non-residents $15 3,182,809 4 5.1 ($187 million), and the remaining 45.1 percent ($153 million) are attributed to non-residents. Figure 3: Total taxable sales in Chanhassen from 2011-20 (millions) $450 $400 $350 $300 $250 $200 $150 $100 $50 $- 2011 2013 2015 2017 2019 Source: Minnesota Department of Revenue The total taxable sales in the city experienced modest fluctuations between 2011 and 2017, after which they remained consistent (Figure 3). Total taxable sales were $ 2 5 8 million in 2011 and $372 million in 2019. This provides some sense of the stability of a LOST going forward. The city did experience a 2.6% increase between 2019 and 2020 due to the economic Local Option Sales Tax Analysis for Chanhassen, MN 4 431 shifts in spending, more than likely due to the pandemic. Extension forecasted taxable sales subject to the local tax for 2020, 2021, and 2022 using a simple exponential smoothing forecast model that employs a moving weighted average and a 95% confidence interval to provide an upper and lower bound to the estimate (Figures 5 and 6). This model estimates total tax proceeds in 2023 to be between an upper limit of $2.25 million and a lower limit of $1.79 million. Considering the historic disruption of the pandemic and its uneven effect on business categories, this forecast is an unlikely scenario based only on past trends. National evidence shows that home -focused businesses like food, building materials, furniture, and general merchandise did well through the pandemic, whereas dining, accommodations, and amusement saw record sales decreases. The sharp rebound in sales in 2021 further complicates any forecast. Although Chanhassen saw an increase in building materials, leisure goods, and food and liquor stores, the city departed from this national pattern with a significant decrease in furniture sales, while, surprisingly, food service remained nearly the same from year to year (Figure 4). Figure 4: Change in Taxable Sales by Percent, 2019-2020 80% — 60 40% 20% 0% -20% -40% -60% 1-53% -51% -80% _74% -100% M 0 M 1% -1% -12% -10% -8% -25% 21% 37% 24% 26% 61% e 5 5 5 5 aa�~°fi S'� Cs°°� ko�� b�cG cG° ° �~� fia4� 5°fi~ �•�� $ �� 5°fib ~Cyr C Local Option Sales Tax Analysis for Chanhassen, MN 5 432 Figure 5: Forecast for Tax Proceeds based on Past Trends 2011 to 2019 $ 2, 500, 000 $ 2,000, 000 - $1, 500, 000 $1,000,000 $ 500,000 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 Values - - - -Forecast -------Lower Confidence Bound -------Upper Confidence Bound Figure 6: Forecast with Upper and Lower Bound 2020-23 Forecast Lower Bound Upper Bound 2020 $1,828,593 $1,621,694 $2,035,492 2021 $1,892,398 $1,679,082 $2,105,715 2022 $1,956,204 $1,736,608 $2,175,800 2023 $2,020,009 $1,794,261 $2,245,758 In contrast, a forecast of tax proceeds for the three years following 2020 provides a slightly more optimistic estimate simply due to the modest uptick in taxable sales in 2020 (Figure 7). For this reason, although 2020 was released when conducting this analysis, Extension based final results on 2019 data to keep estimates more conservative. Figure 7: Forecast for Tax Proceeds based on Past Trends 2011 to 2020 $2,500,000 $ 2,000, 000 $1, 500, 000 $1,000,000 $500,000 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 Values - - - -Forecast -------Lower Confidence Bound -------Upper Confidence Bound Local Option Sales Tax Analysis for Chanhassen, MN 6 433 Use taxes also affect the tax proceeds from a local option sales tax. Use taxes derive from city businesses purchasing products from out-of-state sources and in other Minnesota locations. Use taxes are often less consistent and more difficult to estimate accurately than sales taxes. In 2019, the city received $1,988,921 in use (not sales) tax proceeds. It would have garnered $145,000 for a LOST at the 0.5 percent rate. Policymakers must also consider the impacts that a LOST may have on consumer purchasing behavior, particularly whether it will result in a loss of consumer purchases to other jurisdictions. Extension examined records of 11 cities that enacted a local option sales tax between 1999 and 2006 (information available on the Minnesota Department of Revenue website). Records do not indicate a major purchasing change due to the additional sales tax, and most of the jurisdictions have shown continued sales growth (see Appendix A). These communities, however, may not be comparable to Chanhassen. All communities included in this analysis are located outside the Twin Cities metro area and may retain more shoppers than communities in the metro area where one can easily switch spending from one jurisdiction to another. Local Option Sales Tax Analysis for Chanhassen, MN 434 BACKGROUND AND METHODOLOGY Community economics educators at University of Minnesota Extension provide applied research and education to help community and business partners make better informed decisions. In recent years, Minnesota has adopted laws enabling local governments to enact a local option sales tax. Extension has assisted these administrations in estimating their potential tax proceeds and the portion of taxes paid by local residents. This report estimates the proportion of tax proceeds generated by Chanhassen residents compared to non-residents. The most recently available state sales tax data (2019) from the Minnesota Department of Revenue (MN Revenue) was used. Trade Area Analysis and Calculations Extension conducted a trade area analysis of retail and service sales in select merchandise categories, estimating the amount of taxable sales subject to sales taxes made by both local residents and non-residents. Use tax is a much smaller portion of the total collection compared to sales tax proceeds. It is also estimated using a different formula. Extension calculated potential sales for the city in each merchandise category and compared this calculation to actual taxable sales from the Minnesota Department of Revenue sales tax statistics for the same category. Actual sales greater than potential sales indicate the county attracts sales from outside its boundaries or has sales greater than one would expect from its residents. Extension used the difference between potential and actual sales to set reasonable estimates of spending by residents and non-residents across all categories. These estimates also helped inform adjustments for each category. Potential sales calculations are based on average statewide spending by merchandise category and the population of the county, then adjusted by the level of income in Chanhassen. Specifically, potential sales result from county population, state per capita taxable sales, and the index of income (see sidebar and Appendix B). The following section details the initial and adjusted trade area calculations for all merchandise categories. The sections labeled "Analysis with Adjustments" lists the final estimate of sales generated by non-residents. A rationale for adjustments and conclusions is also included. Potential sales estimate the dollar amounts for purchases made by local residents if local residents spend as much as the average Minnesota resident. Potential sales are calculated by the following formula: (T - PMn) x PO x (YWC =YMn) = potential sales T = Total Minnesota taxable sales for a merchandise category PMn = 2019 population of Minnesota (5,639,632) PO = 2019 population of Chanhassen (26,278) YWC = Per capita income of Carver County residents ($73,023) YMn = Per capita income of Minnesota residents ($58,834) Local Option Sales Tax Analysis for Chanhassen, MN 435 TRADE AREA ANALYSIS BY MERCHANDISE CATEGORY The following pages provide detailed analysis by merchandise category. Vehicles and Parts 0.9 percent of total taxable retail and service sales The 6 businesses in this retail category include repair parts, snowmobiles, boats, trailers, and recreational vehicles. Sales of cars and other on -road vehicles are not included in this category since they are subject to a different tax ($Millions) Actual taxable sales NA -Potential sales $18.24 = $ variance NA = as % of potential Unadjusted Trade Area Analysis Potential taxable sales to residents Surplus Total Surplus percentage Analysis with Adjustments Capture rate of Chanhassen residents Residents' $ share Non -Residents' $ share Total Non-resident share per group Analysis for Vehicles and Parts In 2019, Chanhassen had its sales in general merchandise suppressed due to too few businesses reporting in this category. Minnesota Revenue will suppress data when less than four establishments have reported. The sales from the vehicles and parts businesses that were operating in 2019 were reported in the miscellaneous retail category. Local Option Sales Tax Analysis for Chanhassen, MN 436 Furniture Stores 0.6 percent of total taxable retail and service sales These 7 businesses sell furniture, beds, carpeting, window coverings, kitchenware, and wood -burning stoves. ($Millions) Actual taxable sales $1.93 Potential sales $8.46 = $ variance ($6.53) = as % of potential -77.2% Unadjusted Trade Area Analysis Potential sales to residents $8.46 Surplus ($6.53) Total $1.93 Non-resident share per group -338.8% Analysis with Adjustments Capture rate of Chanhassen residents 21% Residents' $ share $1.73 Non -Residents' $ share $0.19 Total $1.93 Non-resident share per group 10.0% Analysis for Furniture Stores Furniture stores are a minor retail category in Chanhassen with 7 businesses operating in the city. The community had a very sizeable deficit in 2019, 77% less than expected. When a community has a deficit, Extension still sets the non-resident share above zero because it is unrealistic to assume that no sales come from outside the community. In this case, Extension set the non-resident share at 10% due to the cross -hauling of customers in the metro area where non-residents are in close proximity. Local Option Sales Tax Analysis for Chanhassen, MN 10 437 Electronics and Appliances 0.4 percent of total taxable retail and service sales* These 7 businesses primarily include household -type appliances, sewing machines, cameras, computers, and other electronic goods. ($Millions) Actual taxable sales $1.17 -Potential sales $9.29 = $ variance ($8.13) = as % of potential -87.5% Unadjusted Trade Area Analysis Potential sales to residents $9.29 Surplus ($8.13) Total $1.17 Non-resident share per group-696.8% Analysis with Adjustments Capture rate of Chanhassen residents 12% Residents' $ share $1.11 Non-residents' $ share $0.06 Total $1.17 Non-resident share per group 5.0% Analysis for Electronics and Appliances Taxable sales are significantly lower than expected in the electronics and appliances category. The category accounts for only 0.4% of all retail and service taxable sales and lost over $8 million more than expected. Clearly residents are shopping outside of Chanhassen in this category. Extension set the non-resident share at 5% to allow for some minor amount of shopping by non-residents at 7 businesses operating in the community. Local Option Sales Tax Analysis for Chanhassen, MN 438 Building Materials 20.0 percent of total taxable retail and service sales* These 5 businesses sell lumber, hardware, paint, wallpaper, tile, hardwood floors, roofing, fencing, ceiling fans, lawn equipment, and garden items. ($Millions) Actual taxable sales $60.08 Potential sales $31.45 _ $ variance $28.63 = as % of potential 91.1% Unadjusted Trade Area Analysis Potential sales to residents $31.45 Surplus $28.63 Total $60.08 Non-resident share per group 47.7% Analysis with Adjustments Capture rate of Chanhassen residents 76% $49Residents' $ share $24.03 Non-residents' $ share $36.05 Total $60.08 Non-resident share per group 60.0% Analysis for Building Materials Building materials is surprisingly a large category in Chanhassen, accounting for only 20% of all retail and service taxable sales. The focus group did not think that Chanhassen had a large presence in building materials since there isn't a big box building material store in the community such as Menards, Lowes, or Home Depot. Instead, the community does host Lyman Lumber, Lumber Liquidators, and Merlin's Ace Hardware. These and two other businesses must be pulling in significant non-resident traffic at nearly 50% more than expected for the size of the community. Extension set the non-resident share at 60% to account for Chanhassen residents shopping outside the community at easily -accessible building material stores in Eden Prairie. Local Option Sales Tax Analysis for Chanhassen, MN 12 439 Food and Groceries 17.4 percent of total taxable retail and service sales The 16 businesses in this merchandise group include grocery stores, delis, bakeries, and butcher shops that sell food to be prepared at home. Liquor stores are also included in this group. ($Millions) Actual taxable sales $52.02 - Potential sales $23.33 = $ variance $28.69 = as % of potential 123.0% Unadjusted Trade Area Analysis Potential sales to residents $23.33 Surplus $28.69 Total $52.02 Non-resident share per group 55.2% Analysis with Adjustments Capture rate of Chanhassen residents 76% Residents' $ share $17.69 Non-residents' $ share $34.33 Total $52.02 Non-resident share per group 66.0% Analysis for Food and Groceries Extension's trade area analysis estimated a significant in the food and liquor category in this category, which is clearly a niche for the community that pulls in non-residents. Extension estimated that Chanhassen residents spend $23 million in taxable sales in this category, yet Chanhassen store reported $ 5 2 million in taxable sales. With this strong a draw, Extension set the non-resident share at 66%. With such a concentration in grocery with stores such as Lunds, Byerlys, Cub, and Lakewinds Co-op, Chanhassen clearly has a solid mix which would reasonably pull in non-resident traffic. Local Option Sales Tax Analysis for Chanhassen, MN 440 Health and Personal Items 1.5 percent of total taxable retail and service sales Stores selling prescription drugs, food supplements, vision supplies, cosmetics, and hearing aids are among the 16 businesses included in this merchandise group. ($Millions) Actual taxable sales $4.62 Potential sales $4.00 = $ variance $0.62 = as % of potential 15.5% Unadjusted Trade Area Analysis Potential sales to residents $4.00 Surplus $0.62 Total $4.62 Non-resident share per group 13.4% Analysis with Adjustments Capture rate of Chanhassen residents 75 % Residents' $ share $3.00 Non-residents' $ share $1.62 Total $4.62 Non-resident share per group 35.0% Analysis for Health and Personal Items As a percent of total retail and service sales, the health and person stores category may appear small, but actually this category is disproportionately strong with 16 businesses in operation. The category accounts for 1.5% of taxable retail and service sales in the state. Taxable sales are greater than would be expected for the size of the community with a $0.62 million surplus. Extension set the non-resident share at a 35%. This translates into a 75% capture rate of local resident spending. Local Option Sales Tax Analysis for Chanhassen, MN 441 Gas/Convenience Stores 1.0 percent of total taxable retail and service sales This merchandise group covers 9 businesses selling convenience items at a store that also sells fuel. ($Millions) Actual taxable sales $5.61 -Potential sales $8.11 = $ variance ($2.50) = as % of potential -30.8% Unadjusted Trade Area Analysis Potential sales to residents $8.11 Surplus ($2.50) Total $5.61 Non-resident share per group -44.5% Analysis with Adjustments Capture rate of Chanhassen residents 62% Residents' $ share $5.05 Non-residents' $ share $0.56 Total $5.61 Non-resident share per group 10.0% Analysis for Gas/Convenience Stores Chanhassen has a sizeable deficit in the gas and convenience store category, netting $2.5 million less than potential sales calculations. Extension set the non-resident share at a conservative 10% to account for non-resident spending when traveling through on major thoroughfares. Local Option Sales Tax Analysis for Chanhassen, MN I!ElFIA Apparel/Clothing 0.1 percent of total taxable retail and service sales This merchandise group includes 12 businesses selling new clothing and accessories, jewelry, shoes, bridal items, clocks, and luggage. ($Millions) Actual taxable sales $0.19 Potential sales $4.65 = $ variance ($4.46) = as % of potential -95.9% Unadjusted Trade Area Analysis Potential sales to residents $4.65 Surplus ($4.46) Total $0.19 Non-resident share per group-2358.3% Analysis with Adjustments Capture rate of Chanhassen residents 4% Residents' $ share $0.18 Non-residents' $ share $0.01 Total $0.19 Non-resident share per group 5.0% Analysis for Apparel/Clothing The clothing and apparel category is significantly weaker than expected for the size of Chanhassen. Even though 12 businesses reported sales, Extension's trade area analysis estimates that the city brought in 95% less in taxable sales than expected and set the non- resident share a modest 5% of taxable sales. Local Option Sales Tax Analysis for Chanhassen, MN 16 443 Leisure Goods 0.0 percent of total taxable retail and service sales The 9 businesses in this merchandise group sell sporting goods, books, music, hobby items, fabrics, and toys. ($Millions) Actual taxable sales $0.10 Potential sales $5.83 = $ variance ($5.73) = as % of potential -98.3% Unadjusted Trade Area Analysis Potential sales to residents $5.83 Surplus ($5.73) Total $0.10 Non-resident share per group -5652.1% Analysis with Adjustments Capture rate of Chanhassen residents 2% Residents' $ share $0.10 Non -Residents' $ share $0.01 Total $0.10 Non-resident share per group 5.0% Analysis for Leisure Goods Extension's trade area analysis estimates that the city has a $ 5.9 million deficit in this minor category which is focused on specialized retail. Extension set the non-resident share at 5%, not unlike other categories with significant deficits. Local Option Sales Tax Analysis for Chanhassen, MN 17 444 General Merchandise Stores N/A percent of total taxable retail and service sales* The N/A businesses in this category sell general merchandise and are unique because they have the equipment and staff needed to sell a large variety of goods from a single location. This includes department stores, superstores, dollar stores, and variety stores. Actual taxable sales potential sales = $ variance = as % of potential Unadjusted Trade Area Analysis Potential sales to residents Surplus Total Non-resident share per group Analysis with Adjustments Capture rate of Chanhassen residents Residents' $ share Non -Residents' $ share Total Non-resident share per group Analysis for General Merchandise Stores ($Millions) In 2019, Chanhassen had its sales in general merchandise suppressed due to too few businesses reporting in this category. Minnesota Revenue will suppress data when less than four establishments have reported. The sales from the general merchandise stores that were operating in 2019 were reported in the miscellaneous retail category. Local Option Sales Tax Analysis for Chanhassen, MN 445 Miscellaneous Retail 11.3 percent of total taxable retail and service sales 48 businesses are part of this group, including florists, used merchandise stores, pet supply stores, and other retailers. ($Millions) Actual taxable sales $33.73 Potential sales $58.81 = $ variance ($25.08) — as % of potential -42.6% Unadjusted Trade Area Analysis Potential sales to residents $58.81 Surplus ($25.08) Total $33.73 Non-resident share per group -74.4% Analysis with Adjustments Capture rate of Chanhassen residents 50% Residents' $ share $29.68 Non-residents' $ share $4.05 Total $33.73 Non-resident share per group 12.0% Analysis for Miscellaneous Retail Extension's trade area analysis estimates that Chanhassen brought in $ 2 5 million less than expected in the miscellaneous retail category, which was a combined general merchandise/vehicles/misc. retail category since vehicles and parts and general merchandise were suppressed due to privacy issues. Extension set the non-resident share to 12% . Local Option Sales Tax Analysis for Chanhassen, MN 19 446 Amusement and Recreation 5.3 percent of total taxable retail and service sales* The 13 businesses in this group include casinos, bowling lanes, water parks, amusement parks, arcades, bingo halls, golf courses, ski slopes, marinas, dance or fitness centers, recreational clubs, ice rinks, swimming pools, roller rinks, etc. ($Millions) Actual taxable sales $15.85 Potential sales $10.03 = $ variance $5.82 = as % of potential 58.1% Unadjusted Trade Area Analysis Potential sales to residents $10.03 Surplus $5.82 Total $15.85 Non-resident share per group 36.7% Analysis with Adjustments Capture rate of Chanhassen residents 73 % Residents' $ share $7.29 Non-residents' $ share $8.56 Total $15.85 Non-resident share per group 54.0% Analysis for Amusement and Recreation Extension's trade area analysis estimates that the city has a significant surplus of potential sales, most likely driven by a famous and popular Chanhassen Dinner Theater and local recreation establishments such as Anytime Fitness. In this case and considering the large surplus of $10 million, Extension set the non-resident share at 54 percent. Local Option Sales Tax Analysis for Chanhassen, MN 447 Accommodations 1.8 percent of total taxable retail and service sales These 8 businesses provide lodging or short-term accommodations for travelers, vacationers, and others. Included are hotels, motels, lodges, bed & breakfasts, campgrounds, fraternities, boarding houses, and dormitories. ($Millions) Actual taxable sales $5.27 Potential sales $13.29 = $ variance ($8.02) = as % of potential -60.4% Unadjusted Trade Area Analysis Potential sales to residents $13.29 Surplus ($8.02) Total $5.27 Non-resident share per group -152.2 Analysis with Adjustments Capture rate of Chanhassen residents 4% Residents' $ share $0.53 Non-residents' $ share $4.74 Total $5.27 Non-resident share per group 90.0% Analysis for Accommodations Logically, a significant percentage of lodging sales are from non-residents visiting the area or staying overnight for business or vacation. As with previous LOST analyses, Extension set the non-resident share at 90 percent of sales to allow for resident spending related to events, facility charges, and `staycations.' Local Option Sales Tax Analysis for Chanhassen, MN 21 448 Eating/Drinking Establishments 19.0 percent of total taxable retail and service sales These 59 businesses sell food at full -service or limited -service establishments. The group includes cafeterias, bagel shops, ice cream parlors, snack bars, food service contractors, caterers, lunch wagons, and street vendors. It also includes bars, taverns, and nightclubs. Unadjusted Trade Area Analysis Analysis with Adjustments ($Millions) Actual taxable sales $56.90 Potential sales $54.59 = $ variance $2.31 = as % of potential 4.2 Potential sales to residents $54.59 Surplus $ 2.31 Total $56.90 Non-resident share per group 4.1 Capture rate of Chanhassen residents 76% Residents' $ share $41.54 Non-residents' $ share $15.36 Total $56.90 Non-resident share per group 27.0% Analysis for Eating/Drinking Establishments The eating and drinking category —which includes all bars, restaurants, and other food service —is a significant category with $ 5 7 million in taxable sales and has a modest surplus at nearly $2.3 million. The local focus group provided insight that there is a wide mix of dining establishments and maybe some dining has been driven by the Chanhassen Dinner Theater. In this context, Extension set the non-resident share up to a conservative 27 percent. Local Option Sales Tax Analysis for Chanhassen, MN 22 449 Repair and Maintenance 4.8 percent of total taxable retail and service sales The 25 businesses in this group restore machinery, equipment, and other products. The group does not include plumbing or electrical repair services but does encompass auto repair, cameras, televisions, computers, copiers, appliances, lawn mowers, specialized equipment, small engines, furniture, shoes, guns, etc. ($Millions) Actual taxable sales $14.31 Potential sales $8.77 = $ variance $5.54 = as % of potential 63.1% Unadjusted Trade Area Analysis Potential sales to residents $8.77 Surplus $5.54 Total $14.31 Non-resident share per group 38.7% Analysis with Adjustments Capture rate of Chanhassen residents 80% Residents' $ share $7.01 Non-residents' $ share $7.30 Total $14.31 Non-resident share per group 51.0% Analysis for Repair and Maintenance At 4.8 percent of total taxable sales, repair and maintenance is stronger in Chanhassen than other Minnesota communities, where oftentimes the repair category accounts for 1-2% of total taxable retail sales. The $14.3 million in taxable sales is 63% greater than expected from potential sales calculations or $ 5.5 million more than expected. Extension set the non- resident share at 51 percent, which translated in a 80% capture rate of Chanhassen resident spending. Oftentimes repair and maintenance serve a very local customer base. Local Option Sales Tax Analysis for Chanhassen, MN 450 Personal Services/Laundry 1.9 percent of total taxable retail and service sales The SS businesses in this merchandise group include barber shops and beauty parlors, death care services, laundry and dry-cleaning services, and a wide range of other personal services, such as pet care (except veterinary), photofinishing, temporary parking, and dating services. Unadjusted Trade Area Analysis Analysis with Adjustments ($Millions) Actual taxable sales $ 5.71 Potential Sales $5.33 =$ variance $0.38 = as % of potential 7.1% $5.33 Potential sales to residents Surplus $0.38 Total $ 5.71 Non-resident share per group 6.7% Capture rate of Chanhassen residents 82% Residents' $ share $4.40 Non-residents' $ share $1.31 Total $ 5.71 Non-resident share per group 23.0% Analysis for Personal Services/Laundry This category includes businesses that typically serve a local market, such as barbers, hair salons, and dry-cleaning operations. Not unlike the health and personal store category in Chanhassen, the city is disproportionately strong in this category with 55 businesses and a $0.73 million surplus. Clearly the community has a niche with draws in non-residents. Extension set the non-resident share at 23%, which translates in a 82% capture rate. Local Option Sales Tax Analysis for Chanhassen, MN 24 451 Retail (Non -Store) and Other Services This section includes taxable sales attributed to North American Industrial Classification System categories 511-813 released by MN Revenue. ($Millions) Actual taxable sales $43.58 of total taxable retail and service sales In Chanhassen 14.5% Analysis with Adjustments ($Millions) Residents' $ share $20.48 Non-residents' $ share $23.10 Total $43.58 Non-resident share per group 53% Analysis for Retail and Other Services This group includes non -store retailers (such as direct selling operations), healthcare, waste management, rental/lease services, administrative support, and the performing arts. Some of these categories serve primarily a local market, whereas categories like 541 (professional and technical services) often serve a non -local market. This mix of business types is too diverse to run a trade area analysis for, but Extension estimated an aggregate 53 percent of these sales are to non-resident customers. The categories of sales are shown below: Category Taxable Sales % non -local $ non -local 454 RETL -NONSTORE RETAILERS $1,647,585 80% $1,318,068 511 INFO -PUBLISHING INDUSTRY $64,915 50% $32,458 518 INFO -DATA PROCESSING $1,019,099 30% $305,730 524 INSURANCE CARRIERS $1,875 30% $563 531 REAL ESTATE $303,318 30% $90,995 541 PROF,SCIENTIFIC,TECH SERV $6,195,076 50% $3,097,538 561 ADMIN, SUPPORT SERVICES $10,060,966 20% $2,012,193 611 EDUCATIONAL SERVICES $329,509 20% $65,902 621 HEALTH -AMBULATORY CARE $590,572 20% $118,114 624 HEALTH -SOCIAL ASSISTANCE $436 20% $87 711 PERF ART, SPECTATOR SPRTS $20,447,668 70% $14,313,368 Total $43,584,415 53% $23,109,053 Local Option Sales Tax Analysis for Chanhassen, MN 25 452 Construction, Manufacturing, Utilities, Wholesale Operations, Transportation, and Sales Suppressed for Business Confidentiality A diverse mix of businesses fall into these non -retail categories, and a portion of sales are within a suppressed or non -disclosed subcategory. These industries and services generate $119.5 million in taxable sales, or 19.2 percent of total taxable sales in Chanhassen. The transactions that happen within the city would be subject to any new sales taxes, including a local option sales tax. This category includes utilities that primarily serve a local market and are subject to a local option sales tax. The diversity of firm types included in this category makes it difficult to understand the customer mix of these businesses; however, Extension broke out each known subcategory with an assumption of whether customers paying the taxable sales were non - local: Category Taxable Sales % non -local $ non -local CONSTRUCTION $2,687,592 40% $1,075,037 MANUFACTURING $15,478,206 80% $12,382,565 WHOLESALE $32,940,547 40% $13,176,219 UNDESIGNATED/SUPPRESSED $20,276,153 20% $4,055,231 Total $71,382,498 43% $30,689,051 Extension estimated that, overall, 43 percent of sales are to non-residents. This analysis assumes that some subcategories, such as manufacturing sell primarily (80 percent) to non- resident customers, whereas subcategories like construction split sales between resident and non-resident customers. Analysis with Adjustments ($Millions) Residents' $ share $40.69 Non-residents $ share $30.69 Total $71.38 Non-resident share 43% Local Option Sales Tax Analysis for Chanhassen, MN 453 APPENDIX A: RESEARCH ON THE EFFECTS OF A LOCAL OPTION SALES TAX Policymakers are often concerned that enacting a local sales tax will result in a loss of consumer purchases to neighboring communities that have not adopted the tax. The Minnesota Department of Revenue records the tax collected from a set of Minnesota jurisdictions that have had a local sales or use tax in effect for at least eight years. Most of these cities show continued sales growth. A comparison that includes 11 Minnesota cities adopting a 0.5 percent local option sales tax is offered below (refer to Figures 4, 5, 6, and 7). Policymakers must determine the best allowable method to raise revenue from a variety of options. One option is raising property taxes, which is not directly related to a household's current income and raises the financial burden of low-income or retired homeowners. Sales taxes raise revenues based on household expenditures, which, in Minnesota, excludes the basic necessities of food and clothing. However, since sales tax raises revenues from non- residents who shop in Chanhassen, resident contributions to tax revenues are significantly lower than a tax generated exclusively by local residents, such as a property tax. Policymakers must carefully consider these and other factors before making a decision about enacting a local sales tax. Figure 4: Taxable retail and service sales by communities that began collecting a local option sales tax from 1999 to 2006 $1,000,000,000 $900,000,000 $800,000,000 $ 700,000,000 $600,000,000 $ 500,000,000 $400,000,000 $300,000,000 $200,000,000 $100,000,000 $0 1990 1995 2000 2003 2004 2005 2006 2007 2008 2009 2010 2015 Albert Lea Baxter Bemidji —New Ulm Worthington Figure 5: Data table for example communities, taxable retail and service sales (in millions) Town Name 2015 Population Year LOST 90 95 00 03 04 05 06 07 08 09 10 15 Albert Lea 18,356 2006 $264 $344 $397 $407 $521 $502 $551 $555 $588 $519 $541 $696 Baxter 8,065 2006 $432 $473 $556 $605 $650 $630 $612 $676 $900 Bemidji 11,917 2005 $257 $362 $457 $428 $410 $437 $495 $596 $570 $563 $581 $837 New Ulm 13,594 1999 $109 $165 $204 $233 $236 $259 $261 $280 $303 $295 $329 $417 Worthington 11,283 2005 $77 $77 $91 $99 $102 $103 $103 $108 $107 $108 $114 $121 Local Option Sales Tax Analysis for Chanhassen, MN 27 454 Figure 6: Taxable retail and service sales by communities that began collecting a local option sales tax between 2011- 2012 $ 700,000,000 $ 600,000,000 $ 500,000,000 $400,000,000 $ 300,000,000 $ 200,000,000 $100,000,000 $0 1990 Brainerd X -- 1995 2000 2005 2009 1 2010 2011 2014 2015 2012 2013 Cloquet Fergus Falls Hermantown Hutchinson Marshall Figure 7: Data table for example communities, taxable retail and service sales (in millions) Town Name 2015 Pop Year LOST 90 95 00 05 09 10 11 12 13 14 15 Brainerd 13,178 2011 $302 $479 $623 $458 $362 $324 $311 $330 $332 $338 $341 Cloquet 11,201 2011 $93 $124 $175 $244 $260 $273 $290 $303 $296 $308 $284 Fergus Falls 13,471 2011 $192 $263 $386 $523 $467 $486 $551 $591 $568 $558 $534 Hermantown 7,448 1996 - increase 2012 $43 $164 $137 $430 $393 $423 $489 $576 $607 $637 $659 Hutchinson 13,080 2011 $122 $191 $269 $471 $609 $374 $425 $409 $389 $415 $424 Marshall 12,735 2011 $176 $283 $343 $398 $371 $380 $440 $447 $457 $463 $428 Local Option Sales Tax Analysis for Chanhassen, MN 28 455 APPENDIX B: DEFINITIONS OF TERMS Gross sales Gross sales include taxable sales and exempt businesses with sales and use tax permits. This is the most inclusive indicator of business activity for reporting jurisdictions, but it can be misleading when used in comparisons. At times, non-taxable commodity items (e.g., gasoline) can have large price variations, creating huge swings in gross sales. Taxable sales Taxable sales are sales subject to sales tax. Taxable sales exclude exempt items, items sold for resale, items sold for exempt purposes, and items sold to exempt organizations. For the purpose of this study, taxable sales were the focus of the analysis. For more information on what is taxed in Minnesota, see the "Minnesota Sales and Use Tax Instruction Booklet" available at https://www.revenue.state.mn.us/minnesota-tax-handbooks Taxable retail and service sales In this study and other retail trade analyses conducted by University of Minnesota Extension, the term "taxable retail and service sales" refers to the North American Industry Classification System (NAICS) numbers of 441 to 454 (retail) and 511 to 812 (most service industries) released by the Minnesota Department of Revenue for a geographic area. Current and constant dollar sales Current dollar (or "nominal dollar") sales are those reported by the state. No adjustment has been made for price inflation. In general, this measure of sales is not satisfactory for comparisons over long periods of time since it does not account for changes in population, inflation, or the state's economy. Constant dollar (or "real dollar") sales reflect changes in price inflation by adjusting current dollar sales according to the Consumer Price Index (CPI). Constant dollar sales indicate the real sales level with respect to a base year. This is a more realistic method of evaluating sales over time than current dollar comparisons, but it still does not take into consideration changes in population or the state's economy. Number of businesses The number of sales and use tax permit holders who filed one or more tax returns for the year. Index of income This index provides a relative measure of income, calculated by dividing local per capita income by state per capita income. The base is 1.00. For example, a 1.20 index of income indicates that per capita income in the area is 20 percent above the state average. Potential sales Potential sales are an estimate of the amount of money spent on retail goods and services by residents of a county or county. It is the product of county population, state per capita sales, and the index of income (based on the county personal per capita income). Actual sales For this study, the Minnesota Department of Revenue's 2019 sales data for Chanhassen provides the actual sales numbers used. Local Option Sales Tax Analysis for Chanhassen, MN 456 Variance between actual and potential sales The variance between actual and expected sales is the difference in sales from the "norm" (i.e., the amount above or below the standard established by the expected sales formula). When actual sales exceed expected sales, the county has a "surplus" of retail sales. When actual sales fall short of expected sales, the county has a retail sales "leakage." Discrepancies between expected and actual sales occur for a variety of reasons. For this study, we use potential sales per merchandise group to create a first -cut estimate of residents' purchase activities. Cautions Gross sales Gross sales are a comprehensive measure of business activity, but it should be noted the numbers in this report are self -reported. Furthermore, gross sales are not audited by the state of Minnesota. It is believed that gross sales figures are generally reliable, but there is the possibility of distortions, especially in smaller cities where misreporting may have occurred. Misclassification Holders of sales and use tax permits select the North American Industry Classification System (NAICS) category that best fits their business. All sales reported by a business is attributed to that selected NAICS category. Regardless of who makes this classification, errors are occasionally made. Also, sometimes a business will start out as one type but evolve over time to a considerably different type. Misclassifications can distort sales among business categories, especially in smaller cities. For example, a furniture store that is classified as a general merchandise store will underreport sales in the furniture store category and over -report sales in the general merchandise category. Suppressed data The sales data for merchandise categories that have less than four reporting firms are not reported. This is a measure taken by most states to protect the confidentiality of sales tax permit holders. Sales for suppressed retail categories are placed into the miscellaneous retail category (NAICS 999) and included in total sales but not total sales of a typical retail trade analysis. For this report, however, all taxable sales —including NAICS 999—are part of calculating the amount of special taxes collected. Consolidated reporting Vendors with more than one location in Minnesota have the option of filing a separate return for each location or filing one consolidated return for all locations. The consolidated return shows sales made, tax due, and location by county, and county for each business. Data for consolidated filers are combined with data for single -location filers to produce the figures in this report. Occasionally, consolidated reports may not be properly deconstructed, and all sales for a company may be reported for one town or county. Whenever misreporting is discovered, the Minnesota Department of Revenue is contacted to clarify the situation. Local Option Sales Tax Analysis for Chanhassen, MN 30 457 CITY OF CHANHASSEN Chanhassen is a Community for Life- Providing for Today and Planning for Tomorrow January 9, 2023 Dear Chanhassen Business Leader, The last few years have been challenging for the economy and our local business community. The City of Chanhassen wants to be an advocate for our local businesses; therefore, we have hired Samantha DiMaggio as the City's Economic Development Manager. Sam has 20+ years of combined experience working with the Department of Employment and Economic Development (DEED) in the workforce and business development areas, as well as local government experience in Shakopee, Le Sueur, and Farmington. Her work experience and program knowledge have made Sam an asset to our team. One of the first economic development initiatives Sam is working on is the establishment of a Business Retention & Expansion (BR&E) Program. This program is made up of two parts, the first part is an online confidential survey, and the second part is an in -person meeting between Sam and your business to discuss a variety of topics, ranging from employment to succession planning and everything in between. The BR&E Program is an excellent opportunity for city leaders and staff to better understand your business perspective. We want to open the door to communication and coordination by establishing positive working relationships with your business. Through this program, we will better understand your business's concerns and what pain points you may have. When possible, we will work to address those at the local level or advocate at a state or federal level. Sam may also be able to identify other state or regional programs or resources that may benefit your business. As previously mentioned, the responses you provide are confidential and will be summarized with others to help guide the city in creating new or modifying existing economic development services and programs that will support Chanhassen businesses. Your feedback is valuable in helping identify where to focus our efforts and how we can better serve your business and the Chanhassen business community. Please complete the confidential survey by visiting www.chanhassemmn.gov/BusinessSurvey. Once completed, Sam will be contacting your company to set up a short in -person interview. We hope you will assist our efforts by participating in the business interview process. The visits are crucial to the success of the BR&E Program. Thank you for participating in the survey. We appreciate your willingness to share your story with us! Kind regards, Elise Ryan, Chanhassen Mayor Laurie Hokkanen, Chanhassen City Manager PH 952.227.1100 • www.chanhassemmn.gov • FX 952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA • 55317 458 Bevens Creek Vineyard and Nursery Wendell Schott or Successor 9350 Foxford Rd Chanhassen, MN 55317 Full Throttle Print and Imaging, LLC Jim Beckman or Successor 7580 Quattro Dr Chanhassen, MN 55317 AAA Carbide Lee Patten or Successor 1021 Butte CT Chanhassen, MN 55317 Advanced Quality Drain Kent Braun or Successor 900 Hiawatha Dr Chanhassen, MN 55317 Flextool Corporation Kevin Fuller or Successor 8100 Powers Blvd Chanhassen, MN 55317 Don Anthony's Boat Lift Services, Inc or Successor 6700 Brenden CT Chanhassen, MN 55317 Dewane Outdoors, Inc. Chris Dewane or Successor 1450 Park CT Ste 4and6 Chanhassen, MN 55317 Fedex Office and Print Services, Inc. Current Business Owner 880 W 78th St Chanhassen, MN 55317 Financiere Lully F Inc. Brian Bender or Successor 1546 Lake Dr W Chanhassen, MN 55317 Federal Plastics Corp Current Business Owner 8100 Powers Blvd Ste 120 Chanhassen, MN 55317 Custom Fab Solutions, LLC Joel Elftman or Successor 7600 Quattro Dr Chanhassen, MN 55317 Cordem Corporation Robert Mullin or Successor 7860 Park Dr Chanhassen, MN 55317 Beutz Woodworks Dan Beutz or Successor 9840 Deerbrook Dr Chanhassen, MN 55317 Air Liquide Electronics U.S. LP Current Business Owner 18761 Lake Dr E Chanhassen, MN 55317 Bercom International, LLC Mark W Bergman or Successor 2460 Galpin CT Ste 110 Chanhassen, MN 55317 Federal Package Network Inc. Steven R Dakolios or Successor 8100 Powers Blvd Chanhassen, MN 55317 Drymax Kevin Eichhorn or Successor 921 Vineland CT Chanhassen, MN 55317 Agnitron Technology Inc. Andrei Osinsky or Successor 8360 Commerce Dr Chanhassen, MN 55317 Control Concepts Inc. Emerson Process Management Power Emerson Climate Technologies, Inc. Cory Watkins or Successor & Water Solutions, Inc. Patt Dennehy or Successor 8077 Century Blvd Frank Baines or Successor 1724 Lake Dr W Chanhassen, MN 55317 2885 Water Tower PI Chanhassen, MN 55317 Chanhassen, MN 55317 Emerson Commercial LLC Cobra Business Operations Software, Exlar Corporation Current Business Owner Inc. Current Business Owner Graham P Macdonald or Successor 1724 Lake D W 8328 Suffolk Dr 18400 W 77th St Chanhassen, MN 55317 Chanhassen, MN 55317 Chanhassen, MN 55317 Asco Power Services, Inc. Jim Moody or Successor 1566 Lake Dr W Chanhassen, MN 55317 Flaherty -Green and Associates, Inc. William B Flaherty or Successor 2460 Galpin CT Ste 120 Chanhassen, MN 55317 Bimar Ortho Inc Frank Spahn or Successor 18892 Lake Dr E Chanhassen, MN 55317 Fms Sign Products Current Business Owner 7900 Kerber Blvd Chanhassen, MN 55317 Cherree Theisen Sales Assoc., Inc. Cherree Theisen or Successor 2072 Majestic Way Chanhassen, MN 55317 Cam. Industries, Inc. Paul Granos or Successor 6663 Horseshoe Cury Chanhassen, MN 55317 459 Rotary Club of Chanhassen Certificate of Appreciation AWARDED TO In the 1950's, a cheap and effective vaccine -was developed to protect children against Polio, a disease that can result in death or lifelong paralysis. Despite 30 years of the vaccine, there were 387,000 victims of polio in 125 countries in 1985! Rotary vowed to eradicate Polio. Over the last 30 years, Rotary, WHO, CDC, UNICEF, Bill and Melinda Gates Foundation, and every country in the world drove polio cases down t❑ 74 victims in two countries in 2015. Polio could be wiped out in the next few years! The success has improved health conditions and disease monitoring which led to the prompt and effective response to the Ebola threat in 2014. There is a positive correlation between improved health conditions and peace! Success over Polio will fuel the energy for what the people of the world can do when we work together. We really enjoyed having you with us today and as a token of our appreciation, a donation to fund polio vaccinations is being made in your honor. Those children will never suffer death or paralysis from polio. 0