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Home My WebLink AboutX-A-01 Central Water Treatment Plant (1290 North Frontage Rd)City Council Memorandum To: Mayor Fasbender & City Council Members From: Ryan Stempski, P.E. – Public Works Director Date: June 16, 2025 Item: Consider Resolution to Approve Plans and Specifications for the Central Water Treatment Plant and to Authorize Advertisement for Bids COUNCIL ACTION REQUESTED Council is requested to consider adopting the enclosed resolution approving the plans and specifications and authorizing advertisement for bids. Please note this bid package is for the for the Central Water Treatment Plant only and does not include the raw watermain that connects Well No. 7. BACKGROUND -PROPOSED IMPROVEMENT PROJECT The City acquired 1290 North Frontage Road for the construction of the Central Water Treatment Plant. The plans and specifications are complete and ready for advertisement of bids. The Central WTP will remove PFAS from Wells 3, 5, and 7. An additional wing was included in the plant for removal of nitrates if needed in any of these wells in the future (currently these wells are on a watch list by the MDH). OTHER ISSUES AND COMMENTS ·OPERATIONS COMMITTEE MEETING –City staff met with the Operations Committee on March 31, 2025, to discuss the recommended project scope and impacts of the Central Treatment Plant. The Committee supported staff recommendations on the proposed improvements. ·PUBLIC OUTREACH –A public meeting was held on March 25, 2025, to discuss the project details and receive feedback from residents and businesses along the project corridor. Questions were raised and answered at the meeting from the approximate 13 attendees and a project website created to continue to provide updates and contact information for questions and comments. Concerns of the neighboring property were addressed by adding pavement for timely snow removal, including curb and gutter to maintain stormwater drainage, and keeping construction of the building and underground tanks 20 feet or more from the property line. FUNDING ·The project is tracking to be funded within the City’s funding parameters for 2025 and included within the total PFA Loan amount of $8.4M, $3M Emerging Contaminants Grant, $15.1M in 3M Settlement Funds, and $1.2M in MPCA Planning and Design Grant. SCHEDULE ·The timeline for this project is to begin construction by August 2025, substantial completion and startup by January 2027, and final completion by May 2027. COUNCIL ACTION REQUESTED Council is requested to approve the resolution approving the plans and specifications and authorizing the advertisement for bids. ATTACHMENTS Resolution Approving the Plans and Authorizing the Advertisement for Bids X-A-01 (a-c) CITY OF HASTINGS DAKOTA COUNTY,MINNESOTA RESOLUTION NO. RESOLUTION APPROVING THE PLANS, AND AUTHORIZING THE ADVERTISEMENT FOR BIDS FOR THE CENTRAL WATER TREATMENT PLANT WHEREAS, plans and specifications have been completed by the City’s engineering consultant, WSB. NOW, THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF HASTINGS AS FOLLOWS; that 1. Plans and specifications for these improvements prepared by WSB are hereby approved. 2.The Public Works Director and City Clerk shall cause to be made a matter of record via this resolution any amendments to design features made by the City Council at the June 16th, 2025, City Council meeting. The City Council hereby amends the project scope and plans as follows: 3.The Public Works Director shall prepare and cause to be published on the Quest Construction Data Network web site and on the City of Hastings official web site an advertisement for bids for the construction of the approved project. The advertisement shall be published for a minimum of three weeks, shall specify the work to be done, shall state that bids will be opened virtually on a date and time to be determined, and that no bids will be considered unless sealed and filed with the Clerk and accompanied by a cash deposit, cashier’s check, bid bond, or certified check payable to the City of Hastings for 5% of the amount of each bid. ADOPTED BY THE CITY COUNCIL OF HASTINGS, MINNESOTA, THIS 16th DAY OF JUNE 2025. Ayes: Nays: Mary D. Fasbender, Mayor ATTEST: Kelly Murtaugh, City Clerk SEAL X-A-01 (a-c) City Council Memorandum To:Mayor Fasbender and City Council From:John Hinzman, Community Development Director Date:June 16. 2025 Item:Central Water Treatment Plant –Preliminary\Final Plat and Site Plan –1290 North Frontage Rd Council Action Requested: Consider the following actions as requested by the City of Hastings for development of the Central Water Treatment Plant for PFAS Removal located at 1290 North Frontage Rd: 1)Resolution: Preliminary and Final Plat of CENTRAL WATER TREATMENT PLANT CAMPUS a combination of two separate lots located at 1292 and 1300 North Frontage Road into a single lot (to be addressed as 1290 North Frontage Road). 2)Resolution: Site Plan for construction of a Water Treatment Plant at 1290 North Frontage Road. Approval of both actions requires a simple majority of Council. Background Information: Development of the 15,993 s.f. treatment plant is necessary to meet PFAS removal obligations. Proposed construction includes demolition of the existing commercial building located at 1292 North Frontage Road housing Carbone’s Pizza and Stacy’s Stars Dance. Advisory Commission Discussion: The Planning Commission voted 4-0 to recommend approval of the above actions at the June 9, 2025 meeting. No one spoke during the public hearing. Commissioners and some in attendance had questions pertaining to cost of PFAS plant, chemical storage, and construction timeframe. Attachments: •Resolution –Preliminary and Final Plat •Resolution –Site Plan •Planning Commission Staff Report –June 9, 2025 堭䄭〱 愭挩 HASTINGS CITY COUNCIL RESOLUTION NO._________ A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF HASTINGS GRANTING PRELIMINARY AND FINAL PLAT APPROVAL OF CENTRAL WATER TREATMENT PLANT ADDITION WHEREAS, the City of Hastings has petitioned for Preliminary Plat and Final Plat approval of CENTRAL WATER TREATMENT PLANT ADDITION a combination of two lots into a single lot of record. The subject property is generally at 1292 and 1300 North Frontage Road and legally described on Attachment A;and WHEREAS, on June 9, 2025, a public hearing and review of the plat was conducted before the Planning Commission of the City of Hastings, as required by state law, city charter, and city ordinance; and WHEREAS, The City Council has reviewed the request and recommendation of the Planning Commission. NOW THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF HASTINGS AS FOLLOWS: That the City Council hereby approves the Preliminary Plat and Final Plat as presented subject to the following conditions: 1)Conformance with the plans submitted with the City Council Staff Report dated June 16, 2025 2)All disturbed areas on the property shall be stabilized with rooting vegetative cover to eliminate erosion control problems. 3)Payment of $51,975.46 (5% of total market value) to satisfy park dedication requirements prior to release of the final plat mylars for recording. 4)Payment of $2,415.30 (6 units x 0.83 acres x $485) in sewer interceptor fees prior to release of the final plat mylars for recording. 5)Final approval of the Grading, Drainage, and Erosion Control Plan by the Public Works Director. 堭䄭〱 愭挩 6)Approval is subject to a one-year Sunset Clause; the plat must be recorded with Dakota County within one year of City Council approval or approval is null and void. Adopted by the Hastings City Council on June 16, 2025. ATTEST:__________________________ Mary Fasbender, Mayor ________________________________ Kelly Murtaugh, City Clerk 堭䄭〱 愭挩 I HEREBY CERTIFY that the above is a true and correct copy of resolution presented to and adopted by the City of Hastings, County of Dakota, Minnesota, on the 16th day of June 2025, as disclosed by the records of the City of Hastings on file and of record in the office. ________________________________ Kelly Murtaugh, City Clerk (SEAL) This instrument drafted by: City of Hastings (JH) 101 4th St. E. Hastings, MN 55033 堭䄭〱 愭挩 Exhibit A Legal Description The property is identified as PIN 19-02900-05-010 and 19-57701-00-010 and legally described as follows: That part of the South Half of the Northeast Quarter of Section 29, Township 115, Range 17, described as follows: Commencing at a point which is 1,418 feet West and 10 feet North of the Southeast corner of said Northeast Quarter of Section 29, thence North at right angles 300 feet, thence East 145.2 feet, thence South 300 feet, thence West 145.2 feet to the place of beginning, Dakota County, Minnesota. AND Outlot A, PLEASANT ACRES SECOND ADDITION, according to the recorded plat thereof, Dakota County, Minnesota. 堭䄭〱 愭挩 HASTINGS CITY COUNCIL RESOLUTION NO._________ A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF HASTINGS GRANTING SITE PLAN APPROVAL FOR THE CENTRAL WATER TREATMENT PLANT LOCATED AT 1290 NORTH FRONTAGE ROAD WHEREAS, the City of Hastings has petitioned for Site Plan approval for the Central Water Treatment Plant.The subject property is generally at 1290 North Frontage Road and legally described on Attachment A;and WHEREAS, on June 9, 2025, review was conducted before the Planning Commission of the City of Hastings, as required by state law, city charter, and city ordinance; and WHEREAS, The City Council has reviewed the request and recommendation of the Planning Commission. NOW THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF HASTINGS AS FOLLOWS: That the City Council hereby approves the Preliminary Plat and Final Plat as presented subject to the following conditions: 1)Conformance with the plans submitted with the City Council Staff Report dated June 16, 2025 2)Approval of the Preliminary and Final Plat of CENTRAL WATER TREATMENT PLANT CAMPUS. 3)Final approval of the Grading, Drainage, Erosion Control, and Utility Plans by the Public Works Director. 4)All disturbed areas on the property shall be stabilized with rooting vegetative cover to eliminate erosion control problems. 5)Disturbed areas of the site shall be maintained to the requirements of the City’s property maintenance ordinance. 6)Four trees must be added to the landscape plan to meet the one tree per 4,000 s.f. of paved surface requirement. 堭䄭〱 愭挩 7)Any uncompleted site work (including landscaping) must be escrowed at 125 percent of the estimated value prior to issuance of a certificate of occupancy. 8)All lighting shall incorporate shields and cut-offs to direct light on the site. 9)Approval is subject to a one-year Sunset Clause; if significant progress is not made towards the proposal within one year of City Council approval, the approval is null and void. Adopted by the Hastings City Council on June 16, 2025. ATTEST:__________________________ Mary Fasbender, Mayor ________________________________ Kelly Murtaugh, City Clerk 堭䄭〱 愭挩 I HEREBY CERTIFY that the above is a true and correct copy of resolution presented to and adopted by the City of Hastings, County of Dakota, Minnesota, on the 16th day of June 2025, as disclosed by the records of the City of Hastings on file and of record in the office. ________________________________ Kelly Murtaugh, City Clerk (SEAL) This instrument drafted by: City of Hastings (JH) 101 4th St. E. Hastings, MN 55033 堭䄭〱 愭挩 Exhibit A Legal Description The property is identified as PIN 19-02900-05-010 and legally described as follows: That part of the South Half of the Northeast Quarter of Section 29, Township 115, Range 17, described as follows: Commencing at a point which is 1,418 feet West and 10 feet North of the Southeast corner of said Northeast Quarter of Section 29, thence North at right angles 300 feet, thence East 145.2 feet, thence South 300 feet, thence West 145.2 feet to the place of beginning, Dakota County, Minnesota. Subject property to be replatted as Lot 1, Block 1, CENTRL WATER TREATMENT PLANT ADDITION, Dakota County, Minnesota. 堭䄭〱 愭挩 To: Planning Commissioners From:John Hinzman, Community Development Director Date:June 9, 2025 Item:City of Hastings -Preliminary Plat, Final Plat, and Site Plan #2025-12 –Central Water Treatment Plant –1290 North Frontage Rd Planning Commission Action Requested Hold a public hearing and provide a recommendation on the following actions by the City of Hastings for development of a 15,993 s.f.Central Water Treatment Plant for PFAS removal to be located at 1290 North Frontage Road. Proposed construction included demolition of the existing commercial building located at 1292 North Frontage Road housing Carbone’s Pizza and Stacy’s Stars Dance and the plat combination of 1292 North Frontage Road with the adjacent existing Water Treatment Plant and well building located at 1300 North Frontage Road. Specific actions include: 1)Preliminary and Final Plat of CENTRAL WATER TREATMENT PLANT CAMPUS a combination of two separate lots located at 1292 and 1300 North Frontage Road into a single lot (to be addressed as 1290 North Frontage Road). 2)Site Plan for construction of a Water Treatment Plant at 1290 North Frontage Road. BACKGROUND INFORMATION Water Treatment Plant The Central WTP will use granular activated carbon (GAC) adsorption pressure filters to remove per-and polyfluoroalkyl substances (PFAS) from the raw water from Wells 3, 5, and 7. The PFAS molecules stick to the ample surface area of the GAC media. The GAC vessels operate in a lead-lag configuration, where the first lead vessel performs almost all the removal, and the second lag vessel is there for polishing and safety. Once the GAC media in the lead vessel is covered in PFAS, the spent media is removed and sent to an incineration facility to destroy the PFAS molecules. The Central WTP also includes chemical feed systems for fluoride to prevent tooth decay and gas chlorine for disinfection, as well as space for future ion exchange (IX) systems for Nitrate removal. Once in service, the GAC vessels and chemical feed systems will need brief daily checks and Planning Commission Memorandum X-A-01 (a-c) maintenance by one or two Public Works staff. Chemical deliveries will occur monthly, and GAC media changeouts will occur at most annually. Comprehensive Plan The property is currently guided Commercial within the 2040 Comprehensive Plan. The proposed use of the property would be consistent with the Commercial Land Use District. Zoning The property is currently zoned C-1 –General Commerce. Public Buildings are a permitted use in the C-1 Zoning District. Existing Condition •1292 North Frontage Road -Contains a 5,300 s.f. commercial building housing Carbone’s Pizza and Stacy’s Stars Dance Studio. The building will be demolished to accommodate the new water treatment facility. •1300 North Frontage Road –Contains a ground storage water tank, well-booster station, and nitrate water treatment facility. Both facilities will remain as is but be incorporated into a single lot with the new PFAS water treatment facility. History The City purchased the 1292 North Frontage Road building for construction of a new PFAS Water Treatment Facility. The existing tenants will vacate the building by June 30th. Adjacent Zoning and Land Use The following land uses abut the property: Direction Use Comp Plan District Zoning District North Hastings Family Housing Medium Residential R-3 –Medium High Density Residence East Fluegels Lawn and Garden Commercial C-1 –General Commerce South North Frontage Road-TH 55 TH 55 –Commercial Service Commercial C-4 Regional Shopping Center West Service Road Single Family Homes Medium Residential R-3 –Medium High Density Residence Notification of Adjacent Owners All property owners within 350 feet of the site were provided notification of the meeting. No comments have been received at this time. X-A-01 (a-c) PRELIMINARY AND FINAL PLAT REVIEW Request Preliminary and Final Plat approval of CENTRAL WATER TREATMENT PLANT CAMPUS, A re-platting of two existing lots into a single lot of record. Difference Between Preliminary Plat and Final Plat Preliminary Plat approval includes the plan for future subdivision of the entire development including a review of lots, streets, grading, stormwater, utilities, public land dedication, and landscaping. Final Plat approval is the formal subdivision of all or a portion of a Preliminary Plat into lots of record for building construction. The Preliminary Plat establishes the plan for development, while the Final Plat formally puts the plan into effect. Streets No new public streets are included as part of this plat. All access drives would be privately owned and maintained.Additional right-of-way will be dedicated along North Frontage Road Park Land Dedication Cash in lieu of land in the amount of $51,975.46 is required prior to release of the final plat mylars for signature. The dedication amount represents five percent of the total market value of the land as stipulated for non-residential plats in the Subdivision Ordinance. Interceptor Sewer Fee Payment of sewer interceptor fees in the amount of $2,415.30 (6 units x 0.83 acres x $485) is required prior to release of the final plat mylars for recording. Grading Drainage and Erosion Control Grading Drainage and Erosion Control plans will be reviewed as part of the site plan. RECOMMENDATION Approval of the Preliminary and Final Plat is recommended subject to the following conditions: 1)Conformance with the plans submitted with the Planning Commission Staff Report dated June 9, 2025 2)All disturbed areas on the property shall be stabilized with rooting vegetative cover to eliminate erosion control problems. 3)Payment of $51,975.46 (5% of total market value) to satisfy park dedication requirements prior to release of the final plat mylars for recording. X-A-01 (a-c) 4)Payment of $2,415.30 (6 units x 0.83 acres x $485) in sewer interceptor fees prior to release of the final plat mylars for recording. 5)Final approval of the Grading, Drainage, and Erosion Control Plan by the Public Works Director. 6)Approval is subject to a one-year Sunset Clause; the plat must be recorded with Dakota County within one year of City Council approval or approval is null and void. SITE PLAN REVIEW Request Construction of a 15,993 s.f. PFAS Water Treatment Facility. Vehicular Access and Circulation Vehicular access and circulation are acceptable. The number of driveway accesses to North Frontage Road will be reduced from three to two. The western drive access serving the existing 1292 North Frontage Road building will be eliminated. The eastern drive access will be moved slightly west. The western drive serving the existing nitrate treatment plant will remain. All driveways will be 32’ wide and accommodate the turning and backup needs of trucks serving the plant. Building Setbacks Minimum Building setbacks are not prescribed within the C-1 Zoning District. Proposed setbacks are acceptable as follows: New PFAS Treatment Facility Existing Commercial Building Front Yard Setback 100 feet 77 feet Side Yard Setback (Fluegels)27 feet 57 feet Rear Yard Setback 20 feet 50 feet Building Height 33.5 feet 13 feet Building Size 15,993 s.f.5,300 s.f. Pedestrian Access Pedestrian access is acceptable. The existing sidewalk along North Frontage Road will be reconstructed as part of site improvements. Access between the site and adjacent townhomes to the north will be eliminated through a perimeter fence. 堭䄭〱 愭挩 Parking The number of parking spaces provided is acceptable. Minimum parking requirements for water treatment facilities are not prescribed in the Zoning Code Use Required Spaces Provided Spaces Water Treatment Facility N\A 16 Architectural Standards The building meets architectural standards of the zoning code. Classified as an “institutional” building, facades facing the North Frontage Road (south elevation) and the adjacent townhomes (north elevation) meet the minimum requirements comprising of over 65 percent of face brick, glass, and seamless metal panels. Façade elevations include a change in materials and windows to avoid large uniterrupted planes. Landscape Plan A variety of plantings have been included along the building, site perimeter, and between the building and adjacent homes. Landscaping is provided as follows: Required Proposed One tree per 4,000 s.f. of paved surface –15,320 s.f. 3.8 Trees 0 Trees One tree per 50 feet of lot perimeter –1,190 feet 23.8 Trees 24 Trees One shrub per 40 feet of lot perimeter –1,190 feet 29.78 Shrubs 31 Shrubs The Landscape Plan is acceptable subject to the following: 1)Four trees must be added to the landscape plan to meet the one tree per 4,000 s.f. of paved surface requirement. Tree Replacement Plan The tree replacement plan is acceptable. 18 significant trees (7 hardwood decidious and 11 evergreens) will be removed as part of the construction plan. Replacement trees have been incorporated into the landscape plan. Lighting Plan Site ligting is acceptable. A Photometric Plan has been submitted and adheres to the 0.5 footcandle illumination limit when abutting residential properties. X-A-01 (a-c) Grading, Drainage, Erosion Control and Utility Plan Review The Public Works Department is providing concurrent review of the Grading, Drainage, Erosion Control, and Utility Plans. Site Plan approval shall be conditioned upon final approval of the Grading, Drainage, Erosion Control and Utility Plan by the Public Works Director. RECOMMENDATION Approval of the Site Plan is recommended subject to the following conditions: 1)Conformance with the plans submitted with the Planning Commission Staff Report dated June 9, 2025 2)Approval of the Preliminary and Final Plat of CENTRAL WATER TREATMENT PLANT CAMPUS. 3)Final approval of the Grading, Drainage, Erosion Control, and Utility Plans by the Public Works Director. 4)All disturbed areas on the property shall be stabilized with rooting vegetative cover to eliminate erosion control problems. 5)Disturbed areas of the site shall be maintained to the requirements of the City’s property maintenance ordinance. 6)Four trees must be added to the landscape plan to meet the one tree per 4,000 s.f. of paved surface requirement. 7)Any uncompleted site work (including landscaping) must be escrowed at 125 percent of the estimated value prior to issuance of a certificate of occupancy. 8)All lighting shall incorporate shields and cut-offs to direct light on the site. 9)Approval is subject to a one-year Sunset Clause; if significant progress is not made towards the proposal within one year of City Council approval, the approval is null and void. ATTACHMENTS •Site Location Map •Site Pictures •Preliminary and Final Plat •Site Plan X-A-01 (a-c) •Civil Plans •Landscape Plan •Architectural Elevations •Application X-A-01 (a-c) LOCATION MAP New Plant Existing Plant X-A-01 (a-c) Site Pictures Looking North from North Frontage Road Looking South from Townhomes Looking South from Townhomes X-A-01 (a-c) G G G G G OH OH OH OH OH OH OH G OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH S S MBMB 11" 7" AC 13"9" E E IRR RD 9" MB 10"9"10" E HH 10" 11" 11" 12" 8" 7" 7" 7" 10" 7" 7" 19" 8" 8" RD CO E IRR 10" 9" 9" 9" 9" 10" 9" 9" 9"4INX4" MB 9" MB 10" RD IRR 6" 9" 9" 10" 8" 9" 6" 4"2" 5" 8" UT I L B O X ELEC HAND HOLE SAN PIPE ST PIPE GATE GAS METER GAS METER CONC. CONC. SIDEWALK CONC. SIDEWALK CONC. SIDEWALK CONC. CONC. CONC. BITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACE CO N C . CONC. CO N C . CONC. OVERHANG OV E R H A N G EDGE OF LANDSCAPEWATER TOWER 52.2 10 2 . 2 10 2 . 1 52.1 EXISTING BUILDING EX I S T I N G B U I L D I N G C C G G G E E E E C C C C C C C C G G 43 . 3 20.4 56 . 5 37.9 79 . 6 27.1 21 . 1 31.1 EXISTING BUILDING ELEC METER OV E R H A N G OV E R H A N G CONC. SIDEWALK CO N C . S I D E W A L K CO N C . S I D E W A L K CONC. CO N C . BITU M I N O U S SURF A C E BI T U M I N O U S S U R F A C E BI T U M I N O U S S U R F A C E CO N C . E D G I N G LA N D S C A P E R O C K S BITUMINOUS SURFACE CONC. BI T U M I N O U S S U R F A C E CONC. CONC. OVERHANG OWNER: CITY OF HASTINGS ADDRESS: 1292 NORTH FRONTAGE RD PID: 19-02900-05-010 OWNER: CITY OF HASTINGS ADDRESS: 1300 NORTH FRONTAGE RD PID: 19-57701-00-010 OWNER: FLUEGELS LAWN GARDEN & PET SUPPLY INC ADDRESS: 1280 NORTH FRONTAGE RD PID: 19-02900-05-020 33.0 32.7 60.3 60.1 52 . 9 53 . 1 5.2 6.0 90.1 90.2 64.9 64.3 13 3 . 1 13 3 . 8 3. 1 3. 4 NORTH FRONTAGE ROAD 90° 0 ' 0 " PROPOSED 10 FT DRAINAGE AND UTILITY EASEMENT PR O P O S E D 10 F T D R A I N A G E A N D U T I L I T Y E A S E M E N T 90°0' 0 " 10 FT DRAINAGE AND UTILITY EASEMENT PER PLAT OF PLEASANT ACRES SECOND ADDITION OWNER: DAKOTA COUNTY CDA WORKFORCE HOUSING LL ADDRESS: UNASSIGNED PID: 19-31995-01-010 ROAD AND UTILITY EASEMENT PER DOC. NO. 498261 UTILITY EASEMENT PER DOC. NO. 542694 SIDEWALK, STREET, DRAINAGE AND UTILITY EASEMENT PER DOC. NO. 1059470 145.20 S0 0 ° 0 5 ' 5 8 " E 3 0 0 . 0 0 S89°54'02"W 145.20 FD RLS 9294 9 0 ° 0 ' 0 " 90°0 ' 0 " FD 1/2" IP S LINE OF THE NE 1/4 OF SEC. 29, T. 115, R. 17 N00°05'58"W 10.00 N00°05'58"W 10.00 95.20 1272.80 S89°54'02"W 1418.00 SE CORNER OF THE NE 1/4 OF SEC. 29, T. 115, R. 17 (FD DAKOTA COUNTY CAST IRON MONUMENT) PUBLIC ROADWAY AND UTILITY EASEMENT PER DOC. NO. 355030 / BK 83 OF MISC PG 300 FD 5/8" REBAR FD RLS 18497 FD RLS 18497 FD RLS 18497 FD 5/8" REBAR (TIPPED TO NORTH 0.33 FT)FD 1/2" IP FD MNDOT RW CAP SE CORNER OF THE NE 1/4 OF SEC. 29, T. 115, R. 17 (FD DAKOTA COUNTY ALUMINUM MONUMENT) S89°54'02"W 3875.21 60 63 . 9 0 50 10 50 10 60 30 69 . 6 0 19 . 6 0 50.00 N00°05'58"W 10.00 50 50 N0 0 ° 1 5 ' 4 0 " W 2 3 6 . 1 0 N89°54'02"E 212.89 N89°54'02"E 358.76 20FT UTILITY EASEMENT PER DOC. NO. 542695 (ONLY SHOWS IN TITLE FOR 1300 N FRONTAGE RD) DR A I N A G E A N D U T I L I T Y E A S E M E N T P E R PL A T O F P L E A S A N T A C R E S S E C O N D A D D I T I O N AN D IN G R E S S A N D E G R E S S A C C E S S E A S E M E N T AS P E R D O C . N O . 2 5 2 5 3 5 6 , 2 5 2 5 3 5 7 , 2 5 3 7 2 2 8 N0 0 ° 0 5 ' 5 8 " W 2 3 6 . 1 0 N0 0 ° 0 5 ' 5 8 " W 2 3 6 . 1 0 N0 0 ° 0 5 ' 5 8 " W 6 3 . 9 0 N89°54'02"E 145.20 63 . 9 0 23 6 . 1 0 2020 LOT 1 BLOCK 1 10 10 10 10 10 10 10 10 45.54 46.21 167.35 10 SCALE: SURVEY BY: DRAWN BY: CHECK BY: SHEET OF WSB PROJECT NO. I H E R E B Y C E R T I F Y T H A T T H I S S U R V E Y , P L A N , O R RE P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L L A N D S U R V E Y O R UN D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N Ce n t r a l W a t e r T r e a t m e n t P l a n t C a m p u s 12 9 2 a n d 1 3 0 0 N o r t h F r o n t a g e R o a d Ci t y o f H a s t i n g s , M i n n e s o t a Preliminary Plat 1" = 30' JS Je r e m y R . H o n g a 58 0 1 3 5/ 2 8 / 2 0 2 5 024226-000 1 1 0 Graphic Scale (in feet) 30 60 1 inch = 30 feet PROPERTY DESCRIPTION PID 19-02900-05-010: That part of the S ½ of the NE ¼ of Section 29, Township 115, Range 17, described as follows: Commencing at a point which is 1418 feet West and 10 feet North of the Southeast corner of said NE ¼ of said Section 29, thence North at right angles 300 feet, thence East 145.2 feet, thence South 300 feet, thence West 145.2 feet to the place of beginning, Dakota County, Minnesota. and PID 19-57701-00-010: Outlot A, Pleasant Acres Second Addition, according to the recorded plat thereof, Dakota County, Minnesota. PROPERTY SUMMARY 1.Subject property's addresses are 1292 and 1300 North Frontage Rd. 2.Subject property's property identification numbers are 19-02900-05-010 and 19-57701-00-010. 3.Existing Areas are as follows: Area of PID 19-02900-05-010 = 43,560 Square Feet or 1.000 acres. Area of PID 19-57701-00-010 = 50,342 Square Feet or 1.156 acres. Total area = 93,902 Square Feet or 2.156 acres. OVERHEAD UTILITYOH UNDERGROUND GASG STORM CATCH BASIN ST S WATER VALVE HYDRANT STORM MANHOLE SANITARY MANHOLE SIGN PEDESTAL HH HAND HOLE CURB AND GUTTER CHAIN LINK FENCE BUILDING OVERHANG BUILDING EDGE GUARD POST SECTION CORNER LEGEND LIGHT POLE E ELECTRIC TRANSFORMER UTILITY POLE GUY WIRE FOUND MONUMENT SET MONUMENT METER E ELECTRIC MANHOLE SPOT / YARD / GROUND LIGHT CURB STOP AC AIR CONDITIONING UNIT CO CLEAN OUT MB MAIL BOX IRR IRRIGATION VALVE BUSH EVERGREEN TREE DECIDUOUS TREE VICINITY MAP SECTION 29, TOWNSHIP 115, RANGE 17, DAKOTA COUNTY, MINNESOTA NW 1 / 4 NE 1 / 4 SE 1 / 4 SW 1 / 4 NOT TO SCALE HWY 55 N FRONTAGE RD SITE UNDERGROUND ELECTRICE UNDERGROUND COMMUNICATIONC WATER MAIN RD ROOF DRAIN ORNAMENTAL ROCK SURVEYOR NOTES 1. The bearing system is based on the Dakota County Coordinate System, NAD83 (2011 Adjust), having an assumed bearing of S89°54'02"W for the South line of the Northeast Quarter of Section 29, Township 115, Range 17. 2. The buildings and exterior dimensions of the outside wall at ground level are shown on the survey. It may not be the foundation wall. 3. Location, sizes and types of underground utilities shown are a combination of observed evidence and plan information, together with field markings by those utility locators that responded to Gopher State One Call Ticket Nos. 250941429 and 250941471. However, lacking excavation, the exact location of underground features cannot be accurately, completely, and reliably depicted. WSB makes no guarantee that the utilities shown comprise all of the utilities in the area. Where additional or more detailed information is required, the client is advised that excavation and/or a private utility locate request may be necessary. Pursuant to MS 216.D contact Gopher State One Call at 651-454-0002 prior to any excavation. SUBJECT PROPERTY PID 19-02900-05-010: Referencing Title Commitment No. DC242980-CO, dated 4/24/2025, as provided by Old Republic National Title Insurance Company, the following are comments on easements, etc., that the property is subject to in Schedule B thereof using the same numbering system as in said Schedule B. Exception Item Nos. 1-2 are not survey related and therefore are not shown. 3.Permanent Road and Utility Easement granted to the City of Hastings over the South 50 feet recorded as Document No. 498261. Shown on survey. 4. Permanent Utility Easement granted to the City of Hastings over the East 60 feet of the North 30 feet recorded as Document No. 542694. Shown on survey. 5. Permanent Easement for sidewalk, Street, Drainage and Utility Purposes granted to the City of Hastings over the North 19.60 feet of the South 69.60 feet recorded as Document No. 1059470. Shown on survey. 6. Public Roadway and/or Utility Easement granted to the City of Hastings over approximately the East 50 feet of the South 50 feet recorded in Book 83 of Miscellaneous Records on page 300. Shown on survey. PID 19-57701-00-010: Referencing Title Commitment No. DC250842, dated 3/26/2025, as provided by Old Republic National Title Insurance Company, the following are comments on easements, etc., that the property is subject to in Schedule B, Section 2 thereof using the same numbering system as in said Section 2. Exception Item Nos. 1-7, and 11-12 are not survey related and therefore are not shown. 8.Easement filed as Document No. 542695. Shown on survey. 9. Resolution filed as Document No. 1466908.2. Resolution modifies the Hastings Family Housing plat to include a 20 ft wide drainage and utility easement which corresponds to a private storm sewer line which runs between the City water tower site and Pleasant Drive to serve as an overflow release for the water tower. Easement lies north of PID 19-57701-00-010 and is not shown on survey. 10. Resolution filed as Document No. 2525352. Resolution vacates the Drainage and Utility Easements on Lot 2, Block 1, Hastings Family Housing. 13.Access Agreement filed as Document No. 2525356. Shown on survey. 14.Amended and Restated Ingress and Egress Easement filed as Document No. 2525357. Shown on survey. 15.Agreement Regarding Easement filed as Document No. 2537228. 16.Rights of the public in right of way for North Frontage Rd, as laid out and traveled. 17.Utility and Drainage Easements as shown on the recorded plat. Shown on survey. PROPOSED INFORMATION 1. Proposed Lot 1, Block 1 address is 1290 North Frontage Rd. 2. Proposed plat areas are as follows: Lot 1, Block 1 = 84,624 Square Feet or 1.943 acres R/W = 9,278 Square Feet or 0.213 acres Total = 93,902 Square Feet or 2.156 acres ADDRESSES Owner: City of Hastings Surveyor: WSB 701 Xenia Avenue South, Suite 300 Minneapolis, Minnesota 55416 PROPOSED D & U EASEMENT EXISTING BOUNDARY PROPOSED RIGHT OF WAY K: \ 0 2 4 2 2 6 - 0 0 0 \ S u r v e y \ D r a w i n g \ P l a t t i n g \ 0 2 4 2 2 6 - 0 0 0 - V - P P L A T - 1 2 9 2 a n d 1 3 0 0 N o r t h F r o n t a g e R d - N A D 8 3 ( 2 0 1 1 A D J ) . d w g , 5 / 2 8 / 2 0 2 5 1 0 : 1 1 : 2 1 A M X-A-01 (a-c) 145.20 S0 0 ° 0 5 ' 5 8 " E 3 0 0 . 0 0 S89°54'02"W 145.20 FD RLS 9294 9 0 ° 0 ' 0 " 90°0 ' 0 " 90°0 ' 0 " FD 1/2" IP S LINE OF THE NE 1/4 OF SEC. 29, T. 115, R. 17 N00°05'58"W 10.00 N00°05'58"W 10.00 95.20 1272.80 S89°54'02"W 1418.00 SE CORNER OF THE NE 1/4 OF SEC. 29, T. 115, R. 17 (FD DAKOTA COUNTY CAST IRON MONUMENT) FD 5/8" REBAR FD RLS 18497 FD RLS 18497 FD RLS 18497 FD 5/8" REBAR (TIPPED TO NORTH 0.33 FT)FD 1/2" IP FD MNDOT RW CAP SE CORNER OF THE NE 1/4 OF SEC. 29, T. 115, R. 17 (FD DAKOTA COUNTY ALUMINUM MONUMENT) S89°54'02"W 3875.21 60 63 . 9 0 50.00 N00°05'58"W 10.00 N0 0 ° 1 5 ' 4 0 " W 2 3 6 . 1 0 N89°54'02"E 212.89 N89°54'02"E 358.76 DR A I N A G E A N D U T I L I T Y E A S E M E N T P E R PL A T O F P L E A S A N T A C R E S S E C O N D A D D I T I O N AN D IN G R E S S A N D E G R E S S A C C E S S E A S E M E N T AS P E R D O C . N O . 2 5 2 5 3 5 6 , 2 5 2 5 3 5 7 , 2 5 3 7 2 2 8 N0 0 ° 0 5 ' 5 8 " W 2 3 6 . 1 0 N0 0 ° 0 5 ' 5 8 " W 6 3 . 9 0 N89°54'02"E 145.20 63 . 9 0 23 6 . 1 0 LOT 1 BLOCK 1 NORTH FRONTAGE ROAD 10 10 10 10 10 10 10 10 45.54 46.21 167.35 10 FT DRAINAGE AND UTILITY EASEMENT 10 F T D R A I N A G E A N D U T I L I T Y E A S E M E N T 90°0'0" 10 FT DRAINAGE AND UTILITY EASEMENT PER PLAT OF PLEASANT ACRES SECOND ADDITION10 CENTRAL WATER TREATMENT PLANT CAMPUS FI N A L P L A T - D R A F T - 2 0 2 5 - 0 5 - 2 8 VICINITY MAP SECTION 29, TOWNSHIP 115, RANGE 17, DAKOTA COUNTY, MINNESOTA NW 1 / 4 NE 1 / 4 SE 1 / 4 SW 1 / 4 NOT TO SCALE HWY 55 N FRONTAGE RD SITE 0 Graphic Scale (in feet) 30 60 1 inch = 30 feet DENOTES 1/2 INCH X 14 INCH IRON MONUMENT SET AND MARKED BY LICENSE NO. 58013. DENOTES FOUND MONUMENT, AS SHOWN. DENOTES FOUND DAKOTA COUNTY SECTION MONUMENT, AS SHOWN. THE SOUTH LINE OF THE NORTHEAST QUARTER OF SEC. 29, T. 115, R. 17, IS ASSUMED TO HAVE A BEARING OF S89°54'02"W. KNOW ALL PERSONS BY THESE PRESENTS: That the City of Hastings, a Minnesota public body corporate and politic, fee owner, of the following described property situated in the County of Dakota, State of Minnesota, to wit: That part of the S ½ of the NE ¼ of Section 29, Township 115, Range 17, described as follows: Commencing at a point which is 1418 feet West and 10 feet North of the Southeast corner of said NE ¼ of said Section 29, thence North at right angles 300 feet, thence East 145.2 feet, thence South 300 feet, thence West 145.2 feet to the place of beginning, Dakota County, Minnesota. AND: That the City of Hastings, a Minnesota municipal corporation, fee owner, of the following described property situated in the County of Dakota, State of Minnesota, to wit: Outlot A, Pleasant Acres Second Addition, according to the recorded plat thereof, Dakota County, Minnesota. Have caused the same to be surveyed and platted as CENTRAL WATER TREATMENT PLANT CAMPUS, and do hereby dedicate to the public for public use forever the public ways, and do also dedicate the easements as shown on this plat for drainage and utility purposes only. In witness whereof said City of Hastings, a Minnesota public body corporate and politic, has caused these presents to be signed by its proper officer this _______ day of ____________________, 20_____. SIGNED: City of Hastings By: , Mayor By: , Clerk STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this _______ day of ____________________, 20_____, by , Mayor and , City Clerk of the City of Hastings, a Minnesota public body corporate and politic, on behalf of the public body corporate and politic. Notary Public, County, Minnesota Notary Printed Name My Commission Expires In witness whereof said City of Hastings, a Minnesota municipal corporation, has caused these presents to be signed by its proper officer this _______ day of ____________________, 20_____. SIGNED: City of Hastings By: , Mayor By: , Clerk STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this _______ day of ____________________, 20_____, by , Mayor and , City Clerk of the City of Hastings, a Minnesota municipal corporation, on behalf of the municipal corporation. Notary Public, County, Minnesota Notary Printed Name My Commission Expires I Jeremy R. Honga do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of , 20 . Jeremy R. Honga, Licensed Land Surveyor, Minnesota License No. 58013 STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this _______ day of ____________________, 20_____, by Jeremy R. Honga, a Licensed Land Surveyor. Notary Public, County, Minnesota Notary Printed Name My Commission Expires PLANNING COMMISSION, Hastings, Minnesota Approved by the Planning Commission of the City of Hastings, Minnesota, this ______ day of ____________________, 20___. By: , Chair By: , Secretary CITY COUNCIL, Hastings, Minnesota This plat was approved by the City Council of Hastings, Minnesota, this ______ day of ____________________, 20___, and hereby certifies compliance with all requirements as set forth in Minnesota Statutes, Section 505.03, Subd. 2. By: , Mayor By: , Clerk COUNTY SURVEYOR, Dakota County, Minnesota I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this _______ day of ____________________, 20___. By: Todd B. Tollefson, Dakota County Surveyor DEPARTMENT OF PROPERTY TAXATION AND RECORDS, Dakota County, Minnesota Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20___ on the land hereinbefore described have been paid. Also pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this _______ day of ____________________, 20___. By: Amy A. Koethe, Director of Department of Property Taxation and Records COUNTY RECORDER, Dakota County, Minnesota I hereby certify that this plat of CENTRAL WATER TREATMENT PLANT CAMPUS was filed in the office of the County Recorder for public record on this _______ day of ____________________, 20___, at ______ o'clock ____ .M. and was duly filed in Book __________ of Plats, Page __________, as Document No. ____________________. By: Amy A. Koethe, County Recorder K: \ 0 2 4 2 2 6 - 0 0 0 \ S u r v e y \ D r a w i n g \ P l a t t i n g \ 0 2 4 2 2 6 - 0 0 0 - V - F P L A T - 1 2 9 2 a n d 1 3 0 0 N o r t h F r o n t a g e R d - N A D 8 3 ( 2 0 1 1 A D J ) . d w g , 5 / 2 8 / 2 0 2 5 1 0 : 0 2 : 3 9 A M X-A-01 (a-c) G G G G G G G OH OH OH OH G OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH S RIM:859.36 SE 4 PVC852.16INV: S 12 RCP852.16INV: E 12 GP852.11INV:INV:INV:INV: SRIM:854.51 S 4 PVC846.71INV: E 12 RCP846.76INV:INV:INV:INV:INV: RIM:855.70 SE 12 RCP852.75INV: SUMP851.70INV:INV:INV:INV:INV: MBMB 11" 7" AC 13" 9" E E 206 1 6 858 . 3 0 over h e a d u t i l i t y B 20633 858.21 util CO 206 3 6 85 8 . 2 5 util 206 3 8 858. 2 9 util IRR RD 10"9"10" E HH 10" 11" 11" 12" 8" 7" 7" 7" 10" 7" 7" 19" 8" 8" RD CO E IRR 10" 9" RIM:860.46INV:INV:INV:INV:INV:INV: 9" 9" 9" 10" 9" 9" 9"4INX4" MB 9" MB 10" RD IRR 6" 9" 9" 10" 8" 9" 6" 4"2" 5" 8" RIM:855.56 SUMP851.36INV:INV:INV:INV:INV:INV: RIM:853.46 12" CPEP850.36INV:INV:INV:INV:INV:INV: RIM:845.79 S 12" CPEP842.94INV: E 12" HDPE842.29INV:INV:INV:INV:INV: E C C C G G G G G E E E E E E E C C C C C C CCCCCC G G G 85 5 860 85 1 85 2 85 3 85 4 85 6 85 7 85 8 85 9 860 85685785 8859861 86 0 86 0 85 8 85 8 85 9 850 855 849 851 852 853 854 856 WM R M WM R M 12" DIP WM 12" DIP WM 12 " D I P W M 6" D I P S E R V 12 " R C P S T O R M 8" SAN FFE 860.00 WM A B WM A B S S XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXX X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X XXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXX XXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXX XXX XXXX XXXXXXXXXXXXX WM R M WM R M WM R M WM R M WM R M WM RM LP LP LP LP LP M M HY ET XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX SS RMRSET ET X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X XXX X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XX XX XXXXXXXXXXXXXXXXXXX WM A B WM A B 12 " C P E P 12 " R C P S T O R M GV GV GA S R M GA S R M GA S R M GA S R M GA S R M GA S R M GA S R M GA S R M EE E E E E E REMOVE TREE REMOVE WATERMAIN REMOVE CURB AND GUTTER WM RM XXXXXXXXXXXXXXXXXXXXXXX REMOVE BITUMINOUS PAVEMENT REMOVE CONCRETE ABANDON WATERMAINWM AB REMOVE SANITARY SEWERSS RM LP REMOVE LIGHT POLE M SALVAGE & RE-INSTALL MAILBOX REMOVE SIGN HY SALVAGE & RE-INSTALL HYDRANT ET REMOVE ELECTRICAL FACILITY REMOVE LANDSCAPING LEGEND EXISTING SANITARY STRUCTURES EXISTING STORM STRUCTURE EXISTING STORM SEWER PIPE EXISTING PROPERTY LINE EXISTING GRADE LINE F G C E E ST EXISTING POWER POLE EXISTING GATE VALVE EXISTING HYDRANT EXISTING ELECTRIC BOX EXISTING COMMUNICATIONS PEDESTAL EXISTING WATER MAIN EXISTING FIBER OPTIC LINE EXISTING COMMUNICATION LINE EXISTING ELECTRIC POWER LINE EXISTING GAS LINE EXISTING FENCE EXISTING SANITARY GRAVITY MAIN EXISTING SANITARY FORCEMAINFM RS REMOVE SANITARY MANHOLE REMOVE SANITARY SEWER SERVICES REMOVE WATER SERVICE REMOVE GATE VALVEGVGV REMOVE ELECTRIC SERVICEE REMOVE GAS SERVICEGAS RM SHOWN 024226-000 WSB PROJECT NO.: SCALE: PLAN BY: DESIGN BY: CHECK BY: SHEET I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : RE V I S I O N S NO . DA T E DE S C R I P T I O N CE N T R A L W A T E R TR E A T M E N T P L A N T CI T Y O F H A S T I N G S , MI N N E S O T A K: \ 0 2 4 2 2 6 - 0 0 0 \ C a d \ 3 - P l a n \ 0 2 4 2 2 6 - 0 0 0 - C - D E M O - W T P 2 . d w g 5/ 5 / 2 0 2 5 2 : 0 4 : 4 9 P M JSC SGNWWS 57 8 1 4 JO N A T H A N S . C H R I S T E N S E N , P . E . 0 04 / 2 5 / 2 0 2 5 PE R M I T S E T 04 / 2 5 / 2 0 2 5 SCALE IN FEET 0 N DEMOLITION PLAN D-01 20 40 EXISTING IX WTP EXISTING GROUND STORAGE RESERVOIR EXISTING WELL NO. 5 AND BOOSTER STATION 0 REMOVE BUILDING UTILITIES (COORDINATE W/ UTILITY) 20 REMOVE GAS SERVICE LINE (CONTINUES TO BUILDING, COORDINATE CAPPING W/ UTILITY) REMOVE SANITARY MANHOLE & 8" SANITARY SEWER REMOVE SIGN & BASE STRUCTUREREMOVE WATER SERVICE, CAP AT CURB LINE (CONTINUES TO BUILDING) REMOVE SANITARY SERVICE (CONTINUES TO BUILDING) REMOVE BUILDING & FOUNDATION IN ITS ENTIRETY REMOVE SIGN PROTECT EXISTING WATERMAIN TO GROUND STORAGE RESERVOIR REMOVE HYDRANT LEAD, CAP AT EXCAVATION LIMITS REMOVE CONTAMINATED SOILS AT PREVIOUSLY REMOVED UNDERGROUND STORAGE TANKS (BID ALTERNATE NO. 2) PROTECT EXISTING RAW, LOW, MAIN ZONE WATERMAIN (BID ALTERNATE NO. 3: SALVAGE ROOF) X-A-01 (a-c) G G G G G G G G OH OH OH OH OH G G OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH S RIM:859.36 SE 4 PVC852.16INV: S 12 RCP852.16INV: E 12 GP852.11INV:INV:INV:INV: S RIM:854.51 S 4 PVC846.71INV: E 12 RCP846.76INV:INV:INV:INV:INV: RIM:855.70 SE 12 RCP852.75INV: SUMP851.70INV:INV:INV:INV:INV: MBMB 11" 7" AC 13" 9" E TNH ELEV: 861.07 E CO IRR TNH ELEV: 863.26 RD 10"9"10" E HH 10" 11" 11" 12" 8" 7" 7" 7" 10" 7" 7" 19" 8" 8" RD CO E IRR 10" 9" RIM:860.46INV:INV:INV:INV:INV:INV: 9" 9" 9" 10" 9" 9" 9"4INX4" MB 9" MB 10" RD IRR 6" 9" 9" 10" 8" 9" 6" 4"2" 5" 8" RIM:855.56 SUMP851.36INV:INV:INV:INV:INV:INV: RIM:853.46 12" CPEP850.36INV:INV:INV:INV:INV:INV: RIM:845.79 S 12" CPEP842.94INV: E 12" HDPE842.29INV:INV:INV:INV:INV: E C C C C G G G G G G E E E E E E E E E C C C C C C C CCCCCCC G G G 57 8 1 4 JO N A T H A N S . C H R I S T E N S E N , P . E . SCALE IN FEET 0 20 40 > >> F G C E || X X > FM || X X GENERAL NOTES 1.CONTRACTOR SHALL INSTALL, MAINTAIN, AND REPAIR ALL EROSION CONTROL BMP'S AT NO ADDITIONAL COMPENSATION. 2.CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. 3.CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION AT NO ADDITIONAL COMPENSATION. 4.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY OWNERS WITHIN THE PROJECT LIMITS. 5.DETAILS PERTAINING TO THIS PROJECT NOT SHOWN IN THIS PLAN SET CAN BE FOUND IN THE 2020 MnDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION AND STANDARD DETAIL PLATES. 6.CONTRACTOR SHALL COORDINATE WATER USE AND DISCHARGE WITH RESPECT TO QUANTITY, DURATION AND SCHEDULE WITH OWNER AND ENGINEER. ANY DAMAGE CAUSED BY WATER DISCHARGES SHALL BE REPAIRED IN KIND BY THE CONTRACTOR AT NO ADDITIONAL COMPENSATION. 7.ALL DISTURBED AREAS SHALL BE RESTORED PER CITY STANDARD SPECIFICATION. 8.CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PROPERTIES DURING ALL STAGES OF THE PROJECT AT NO ADDITIONAL COMPENSATION. 9.CONTRACTOR SHALL REPAIR ALL DAMAGE TO EXISTING ROADWAY, STRUCTURES AND LANDSCAPING CAUSED BY CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COMPENSATION. 10.CONTRACTOR TO PROTECT ALL TREES UNLESS NOTED OTHERWISE, OR AS DIRECTED BY OWNER/ENGINEER. 11.CONTRACTOR SHALL MONITOR DOWNSTREAM WATER BODY CONDITIONS DURING CONTRACTOR'S DISCHARGE OPERATIONS TO AVOID DAMAGE TO DOWNSTREAM FACILITIES. ALL DAMAGE MUST BE REPAIRED AT NO ADDITIONAL COMPENSATION. 12.ALL UNDERGROUND PIPING SHALL BE LAID ON GRADE BETWEEN THE ELEVATION POINTS SHOWN. NO LOW OR HIGH POINTS WILL BE ALLOWED EXCEPT AS SHOWN. 13.MAINTAIN 7.5' MINIMUM COVER OVER PIPING UNLESS OTHERWISE NOTED. 14.SIZE OF FITTINGS AND VALVES SHALL CORRESPOND TO THE SIZE OF ADJACENT PIPING. 15.ALL BURIED METALLIC PIPE, FITTINGS, AND VALVES SHALL HAVE POLYETHYLENE ENCASEMENT IN ACCORDANCE WITH THE SPECIFICATIONS. 16.ALL MECHANICAL JOINTS SHALL BE RESTRAINED IN ACCORDANCE WITH THE SPECIFICATION. 17.PROVIDE NECESSARY PIPE FITTINGS TO MEET INDICATED OR FIELD VERIFIED PIPE INVERT OR TOP OF PIPE LOCATIONS AT NO ADDITIONAL COMPENSATION. 18.ALL BURIED DIP SHALL BE CLASS 52 UNLESS OTHERWISE NOTED. 19.PLAIN END FITTINGS ARE NOT ACCEPTABLE. 20.PROVIDE MEGALUG-RESTRAINED MECHANICAL JOINTS ON ALL BURIED DIP FITTINGS. 21.PROVIDE THRUST BLOCKING ON BURIED PIPING. SEE DETAIL 300-3/CD-01. 22.INSTALL TRACER WIRE ON ALL NON-CONDUCTIVE PIPING IN ACCORDANCE WITH THE SPECIFICATIONS. 23.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL. ALL TRAFFIC CONTROL METHODS SHALL CONFORM TO THE LATEST EDITION OF THE MnDOT MUTCD. 24.ALL WORK AND ACCESS SHALL BE CONFINED TO EXISTING EASEMENTS AND RIGHT-OF-WAYS. 25.CONTRACTOR TO INSTALL SIGNS EITHER END OF N FRONTAGE RD WITH TEXT "BUSINESSES ARE OPEN DURING CONSTRUCTION". 26.TRAFFIC CONTROL SHALL INCLUDE SIGNS AT ENTRIES TO N FRONTAGE ROAD BOTH EAST AND WEST OF THE SITE READING "BUSINESSES ARE OPEN DURING CONSTRUCTION". 27.WATER HYDRANTS SHALL RECEIVE ONE COAT OF PRIMER, ONE FINISH COAT AT SHOP, AND ONE FINISH COAT IN FIELD BASED ON THE FOLLOWING HYDRANT COLOR SCHEDULE: POTABLE/DISTRIBUTION: RED RAW: BLUE (W/TAMPER-PROOF NUT CAP) 28.EXCAVATION WILL INCLUDE ROCK EXCAVATION. REFER TO GEOTECHNICAL REPORT AND DETAIL 400-3. X-A-01 (a-c) FILTERGALLERY FFE "39.00 OFFICE EXISTING IX WTP FFE 860.00 8’DIP MAINZONE WM(SEE SHEET C-09)12"DIPWELL NO.5 RAW WM (SEE SHEET C-08) EXISTINGWELL NO.5 AND BOOSTER STATION REST ROOM 6"ROOF DRAIN (SEESHEET M-04) EXISTING GROUND STORAGE RESERVOIR STREET RESTORATION (SEE SHEET C-14) 4"DIP FUTURE IX FLUSHING SERVICE (SEE SHEET C-06) PEDESTRIAN WATER FILLSTATION (SEE SHEET A-05) 16"DIPWELL NO.3&5 GAC TO IX(SEE SHEET C-05) 116'DIP WELL NO.7 DISTRIBUTIONWM (SEE SHEET C-07) APPROX.STORMWATER BMP FOOTPRINT FFE 858.50 ELECTRICAL Hnaim wsb DESIGN BY: JSC LU CO LULU SITE PLAN SHEET C-01 PLAN BY: WWS ocoLU SCALE: SHOWN CHECK BY: SGN WSB PROJECT NO.: 024226-000 4»««57Hastings MINNESOTA*-’ LEGEND 1200 ^-<965,77) 0 ®$ EXISTINGFIBER OPTIC LINE EXISTINGGAS LINE EXISTING COMMUNICATION LINE EXISTING ELECTRIC POWER LINE EXISTING WATER MAIN PROPOSED WATER MAIN EXISTING FENCE PROPOSED FENCE EXISTINGCOMMUNICATIONS PEDESTAL EXISTING POWER POLE EXISTING ELECTRIC BOX EXISTING GATE VALVE EXISTING HYDRANT EXISTING GRADE LINE PROPOSEDGRADE LINE PROPOSED SPOT ELEVATION EXISTING PROPERTY LINE EXISTING SANITARY GRAVITY MAIN EXISTING SANITARY FORCEMAIN EXISTING SANITARY STRUCTURE EXISTING BUILDING DOWNSPOUT PROPOSED BITUMINOUS (EDGE) EXISTING STORM SEWER PIPE EXISTING STORM STRUCTURE PROPOSED CONCRETE WALK PROPOSED BITUMINOUS PAVEMENT N FRONTAGE —8"PVCSANITARY SEWER (SEE SHEET 600-1) CONCRETEWALK (SEE DETAIL600-5) 12"RCP STORM (SEE SHEET C-12) 12’DIPWELL NO.7 RAWWM (BY OTHERS) BACKWASH TANKS (SEE SHEET P-10) 12"DIPWELL NO.3 RAWWM(SEE SHEET C-07) CONNECT TOEX.SANITARY (SEE SHEET C-10) CONCRETE WALK (SEE DETAIL600-5) CONNECT TOWELL NO.7 RAW WM ATGATEVALVEINSTALLED BY OTHERS CHAIN LINK FENCE (SEE SHEET A-04) 4"DIPSANITARY SEWER (SEE SHEET C-10) LANDSCAPING(SEE SHEET L-01) AL 2 TC 1 AR 1 JV 2 PG 1 AB 2 PC 1 WATER TREATMENT PLANT NORTH FRONTAGE RD. L-021 SEEENLARGEMENT L-023 SEEENLARGEMENT L-022 SEEENLARGEMENT LIMITS OF GRADING / SEEDING QC 1 GT 2 AT 2 UM 2 PC 2 APPROX. STORMWATER BMP FOOTPRINT PG 2 AB 2 44 3 6 9 JA R E D L E E , R L A . WSB PROJECT NO.: SHEET CE N T R A L W A T E R TR E A T M E N T P L A N T CI T Y O F H A S T I N G S , MI N N E S O T A 024226-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: RE V I S I O N S NO . DA T E DE S C R I P T I O N JRO,DK JLJRO,DK SHOWN I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D L A N D S C A P E A R C H I T E C T U N D E R T H E L A W S OF T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : 04 - 2 5 - 2 0 2 5 0 0 4 - 2 5 - 2 0 2 5 P E R M I T S E T Au t o d e s k D o c s : / / 0 2 4 2 2 6 - 0 0 0 / 0 2 4 2 2 6 - 0 0 0 - L - W T P 2 - 3 D . r v t 5/ 2 8 / 2 0 2 5 4 : 0 2 : 1 2 P M OVERALL PLANTING PLAN L-01 N 1" = 20'-0"1 Overall Planting Plan Tree Schedule Symbol Plant Code BotanicalName CommonName Cont Remarks Count Evergreen Trees AB Abiesbalsamea Balsam Fir 6` Ht. B&B 4 JV Juniperusvirginiana EasternRedcedar 6` HT B&B 2 PC Pinuscembra SwissStone Pine 6` Ht. B&B 3 PG Piceaglauca'Densata' Black HillsWhiteSpruce 6` Ht. B&B 4 13 Overstory Trees AR Acerrubrum'Franksred' RedSunset®Maple 1.5" CalB&B 1 AT Acertriflorum ThreeFloweredMaple 1.5" CalB&B 2 GT Gleditsiatriacanthosinermis ThornlessHoneyLocust 1.5" CalB&B 2 QC Quercusbicolor SwampWhite Oak 1.5" CalB&B 1 TC Tiliacordata LittleleafLinden 1.5" CalB&B 1 UM Ulmus x'Morton'Accolade™Elm 1.5" CalB&B 2 9 Understory Trees AL Amelanchier laevis AlleghenyServiceberry Multi-trunk 1.5" CalB&B 2 2 Seeding / Groundcover Schedule Symbol Type Notes Area Count(SF) Ground Covers Planting Bed 3" Depth Mulch 152.2 Native PollinatorSeed Mix 5834 DecorativeLandscape Rock 1.5" Buff Limestone;4" Depth Turf Sod Drought TolerantFescue Blend 9811.6 TREE PLANTINGS 10' MIN. FROM BUILDING 2' ROCK MAINTENANCE STRIP,SEE LD-01 FOR DETAIL 44 3 6 9 JA R E D L E E , R L A . OF T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : 04 - 2 5 - 2 0 2 5 44 3 6 9 JA R E D L E E , R L A . OF T H E S T A T E O F M I N N E S O T A . 04 - 2 5 - 2 0 2 5 Streetscape & Open Space Lot Perimeter (SF) Required Tree Quantity (1 Tree / 50' of Lot Perimeter) Required Shrub Quantity (1 Shrub / 40' of Lot Perimeter) Proposed Tree Quantity Proposed Shrub Quantity 1,190 24 30 24 31 Street Frontage Street Frontage (LF) Required Tree Quantity (1 Tree / 50' of frontage) Existing Frontage Trees Quantity Proposed Frontage Trees Quantity 294 6 -7 Significant Tree Inventory Significant Tree Type Existing Quantity ProposedQuantity Removed % Removed Hardwood Deciduous (8"+ DIA.)9 7 78% Coniferous/Evergreen (12'-24' H)11 9 82% Coniferous/Evergreen (24'+ H)9 2 22% Total 29 18 62% Significant Tree Replacement Requirements Schedule Size of Tree Removed Category A* Replacement Req. Hardwood Deciduous (8"- 20" DIA.)7 Coniferous/Evergreen (12'-24' H)9 Coniferous/Evergreen (24'+ H)4 *Category replacement tree sizes: -3" Caliper Deciduous Tree -10' Ht. Coniferous/Evergreen Significant Tree Replacement Proposed Schedule Tree Type Category A* Proposed Quantity Deciduous 7 Coniferous/Evergreen 13 480 堭䄭〱 愭挩 miniimiiiif. wsb (7 /\ CD ' my 6 Bg 6 Vc 1 Jc 4 Sc 4 Tm 1 Ra 2 my 4 my 3 my 3 Tm 1 Tm 1 Ra 2 my 3 Ca 4 Am 1 Am 1 Am 1 Am 1 Sc 3 Sc 3Vc 1 Jc 4 Bg 6 my 6 Ca 4 44 3 6 9 JA R E D L E E , R L A . WSB PROJECT NO.: SHEET CE N T R A L W A T E R TR E A T M E N T P L A N T CI T Y O F H A S T I N G S , MI N N E S O T A 024226-000 SCALE: PLAN BY: DESIGN BY: CHECK BY: RE V I S I O N S NO . DA T E DE S C R I P T I O N JRO,DK JLJRO,DK SHOWN I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D L A N D S C A P E A R C H I T E C T U N D E R T H E L A W S OF T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : 04 - 2 5 - 2 0 2 5 0 0 4 - 2 5 - 2 0 2 5 P E R M I T S E T Au t o d e s k D o c s : / / 0 2 4 2 2 6 - 0 0 0 / 0 2 4 2 2 6 - 0 0 0 - L - W T P 2 - 3 D . r v t 5/ 2 8 / 2 0 2 5 4 : 0 2 : 1 3 P M ENLARGED PLANTING PLAN L-02 N 1/8" = 1'-0"1 West Drive Enlargement 1/8" = 1'-0"3 Sidewalk Enlargement 1/8" = 1'-0"2 East Drive Enlargement MULCH BED, TYP; SEE DETAILS FOR PLANTING AND EDGE TREATMENT; CONFIRM EXTENTS IN FIELD WITH LA PRIOR TO INSTALLATION. MULCH BED; 3'x30', CENTERED BETWEEN DRIVES KEEP PLANTINGS CLEAR OF STRUCTURE ACCESS Plant Schedule Symbol Plant Code BotanicalName CommonName Cont Remarks Count Evergreen Shrubs Jc Juniperuschinensisprocumbens `Nana` DwarfJapaneseJuniper -8 Tm Taxuscuspidata'Morden' MordenUprightYew 5 gal 3 11 Grasses Bg Boutelouagracilis'BlondeAmbition' BlondeAmbitionBlueGrama 1 gal 12 Ca Calamagrostis x acutiflora`KarlFoerster` KarlFoerster FeatherReedGrass -8 20 Perennials my Achillea x'Moonshine'MoonshineYarrow 1 gal 24 24 Shrubs Am Aroniamelanocarp a BlackChokeberry 5 gal 4 Ra Rhusaromatica'Gro-Low' Gro-LowFragrantSumac 5 gal 4 Sc Spiraeacantoniensis ReevesSpirea -10 Vc Viburnumcarlesii`SMVCB` SpiceBaby™Koreanspice Viburnum -2 20 44 3 6 9 JA R E D L E E , R L A . OF T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : 04 - 2 5 - 2 0 2 5 44 3 6 9 JA R E D L E E , R L A . OF T H E S T A T E O F M I N N E S O T A . 04 - 2 5 - 2 0 2 5 堭䄭〱 愭挩 LANDSCAPE DETAILS NOT TO SCALE EVERGREEN TREE PLANTING4 L103 NOT TO SCALE DECIDUOUS TREE PLANTING1 L103 NOT TO SCALE ROCK MAINTENANCE STRIP3 L103NOT TO SCALE SHRUB PLANTING2 L103 2'-0" LA W S O F T H E S T A T E O F M I N N E S O T A . JA R E D L E E , R L A X-A-01 (a-c) NOTES: 1.PLANT SHRUBS IN LOCATIONS PER PLAN AND APPROVED BY LA/E. DESIGN BY: LU CO LU LU SHEET LD-01 UIU (J(Z sitnO Z LUo ocoLU SCALE: SHOWN PLAN BY: JRO.DK JRO.DK CHECK BY: JL co LU£ XOI T Q5§ co i1'DCO 2z32coZg WSB PROJECT NO.: 024226-000 52ZO —coE?UI ss Eg TREE TRUNK GUY WIRE -PLANSETROOTBALLON4"-6"MOUND OF UNDISTURBED /NATIVE SOIL TO PREVENT SETTLING. TREE MUST MEET OR EXCEED ANSI Z60.1 (AMERICAN STANDARD FOR NURSERY STOCK.) ONE DOMINANT LEADER MUST BE MAINTAINED THROUGH THE WARRANTY PERIOD. METAL STAKES,2"x24‘LONG —DRIVEN BELOW FINISH GRADE. DIAMETER OF HOLE SHALL BE TRIPLE --1 THE DIAMETER OF THE ROOTBALL.THE SIDES SHOULD SLOPE GRADUALLY. GUYING WIRE WITH TURNBUCKLE FABRIC GUYING STRAP WITH HOSE CHAFING GUARD RUBBER /NYLON STRAPPING TIGHTENED ONLY ENOUGH TO PREVENT SLIPPAGE.FLAG FOR VISIBILITY. PRIOR TO MULCHING,LIGHTLY TAMP SOIL AROUND THE ROOTBALL IN 6"LIFTS. DO NOT OVER COMPACT.AFTER BACKFILLING,POUR WATER AROUND ROOTBALL TO SETTLE THE SOIL. AMENDED PLANTING SOIL.SEE SPECIFICATIONS FOR DETAILS EACH TREE MUST BE PLANTED SUCH THAT THE ROOT FLARE IS VISIBLE AT THE TOP OF THE ROOTBALL AND LEVEL WITH FINISH GRADE. MULCH RING SHOULD BE MIN. 4"DEEP.KEEP MULCH 4"AWAY FROM TRUNK BASE. 4"HIGH EARTH SAUCER BEYOND EDGE OF ROOTBALL, FOR 360°. LANDSCAPE GENERAL NOTES: 1.GRAPHIC SYMBOLS TAKE PRECEDENCE OVER WRITTEN QUANTITIES AND KEYS ON PLAN. 2.CONTRACTOR SHALL REPAIR AND REPLACE ANY PLANT MATERIAL AND EXISTING LAWN AREA DAMAGED BY THIS CONSTRUCTION OUTSIDE PROJECT LIMITS.ANY EXISTING PLANT MATERIAL OR LAWN AREA DAMAGED BY CONTRACTOR DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIAL OF SIMILAR SPECIES AND SIZE AT THE CONTRACTOR'S EXPENSE WITH NO ADDITIONAL COST TO OWNER OR TENANT. 3.TWO WEEKS PRIOR TO PLANTING.THE CONTRACTOR SHALL SUBMIT TO THE OWNER / OWNER'S REPRESENTATIVE SEED MIX TAGS FOR APPROVAL.NO PARTIAL OR INCOMPLETE SUBMITTAL WILL BE ACCEPTED FOR REVIEW.ANY SUBSTITUTIONS WILL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT. 4.THE LANDSCAPE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE SITE CONDITIONS AND VERIFY THEM TO THEIR SATISFACTION.THE LANDSCAPE CONTRACTOR SHALL ACCEPT THE SITE CONDITIONS AND DO THE WORK SPECIFIED WITHOUT ADDITIONAL COMPENSATION FOR POSSIBLE VARIATION FROM GRADES AND CONDITIONS SHOWN. 5.PRIOR TO CONSTRUCTION THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING CONSTRUCTION.SHOULD THE LANDSCAPE CONTRACTOR CAUSE DAMAGE TO ANY UTILITIES THEY SHALL MAKE NECESSARY REPAIRS AS QUICKLY AS POSSIBLE WITHOUT ADDITIONAL COMPENSATION TO THE OWNER. 6.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING.IN FULL.ALL LANDSCAPE PLANTING WORK (INCLUDING WATERING,SPRAYING FOR INSECTS AND DISEASE,MULCHING,FERTILIZING,CULTIVATING,EDGING AND WEEDING)FOR A PERIOD OF 90 DAYS AFTER ACCEPTANCE BY THE OWNER. 7.TOPSOIL SHALL BE FERTILE,FRIABLE AND REPRESENTATIVE OF LOCAL PRODUCTIVE SOIL. CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH AND FREE OF CLAY LUMPS,SUBSOIL. NOXIOUS WEEDS OR OTHER FOREIGN MATTER SUCH AS STONES.ROOTS,STICKS AND OTHER EXTRANEOUS MATERIALS;NOT FROZEN OR MUDDY.PH OF TOPSOIL TO RANGE BETWEEN 5.5 AND 7.5. 8.ALL TREE PROTECTION DEVICES ARE TO BE INSTALLED PRIOR TO START OF LAND DISTURBANCE AND MAINTAINED UNTIL FINAL LANDSCAPING IS INSTALLED. 9.THE CONTRACTOR SHALL FINE GRADE AND SEED DISTURBED AREAS WITH NATIVE PLANT SEED MIX.IF WORKING ON STEEP SLOPES.IT IS RECOMMENDED THAT THE AREA BE COVERED WITH AN EROSION-CONTROL BLANKET IMMEDIATELY AFTER SEEDING. 10.CONTRACTOR SHALL PLANT NATIVE PLANT SEED MIX BETWEEN THE FOLLOWING TIME PERIODS: 10.1.OCTOBER 1 AND JUNE 15 AS ALLOWED BY SITE CONDITIONS. 10.2.JUNE 15 TO SEPTEMBER 30 MAY OCCUR IF SUPPLEMENTAL WATERING IS PROVIDED TO PROMOTE GERMINATION AND SEEDLING DEVELOPMENT.IF NEEDED. 10.3.DORMANT SEEDING SHALL BE IMPLEMENTED FROM NOVEMBER 1ST THROUGH FREEZE-UP. 10.4.CONTRACTOR SHALL PERFORM A FINAL TILLING PRIOR TO SEEDING. 11.PLANTING SEASONS: 11.1.DECIDUOUS PLANTS: 11.1.1.APRIL 1ST TO JUNE 15TH 11.1.2.OCTOBER 1ST TO DECEMBER 15TH 11.2.EVERGREEN PLANTS 11.2.1.APRIL 1ST TO MAY 15TH 11.2.2.SEPTEMBER 1ST TO OCTOBER 1ST 12.CONTRACTOR SHALL GUARANTEE THE SEEDING FOR A PERIOD OF ONE GROWING SEASON FROM THE DATE OF SUBSTANTIAL COMPLETION OF TOTAL PROJECT FOR ANY LOSS DUE TO FAULTY MATERIALS,WORKMANSHIP,OR PROCEDURES. 13.THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL LANDSCAPE PLANTING WORK AND MATERIALS FOR A PERIOD OF ONE (1)FULL YEAR FROM THE DATE THE WORK HAS BEEN APPROVED BY THE OWNER AS INSTALLED.ALL PLANT MATERIALS NOT HEALTHY GROWING CONDITIONS SHALL BE REMOVED IMMEDIATELY AND REPLACED AS SOON AS POSSIBLE WITH LIKE KIND AND SIZE AT NO CHARGE TO THE OWNER. 14.IS ANY SEEDING MUST BE PERFORMED LATER THAN THE SCHEDULED PERIODS THE CONTRACTOR SHALL ALSO GUARANTEE THESE SEEDED AREAS FOR A PERIOD OF ONE GROWING SEASON FROM THE DATE OF SUBSTANTIAL COMPLETION FROM LOSS DUE TO WEATHER CONDITIONS. 15.CONTRACTOR SHALL REFER TO THE LATEST CIVIL PLANS FOR DISTURBED AREAS TO BE RESTORED.ADDITIONAL RESTORATION MAY BE NEEDED DUE TO FIELD CONDITIONS,SEE CIVIL SITE PLAN. 16.FOR DETAILS REGARDING EROSION CONTROL BLANKET,SEE CIVIL DRAWINGS. 17.THE INTENTION IS TO PERMANENTLY SEED WITH THE NATIVE PLANT SEED MIX.IN THE EVENT THE NATIVE PLANT SEED MIX CANNOT BE INSTALLED AND WILL NOT HAVE TIME TO GERMINATE,THE CONTRACTOR SHALL INSTALL TEMPORARY SEED MIX.TEMPORARY SEED MIX SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 18.THE CONTRACTOR SHALL MAINTAIN VEGETATION MONTHLY DURING THE FIRST YEAR. 19.THE CONTRACTOR SHALL MAINTAIN VEGETATION AT LEAST TWO TIMES PER YEAR AFTER THE FIRST YEAR. 20.UPON ADEQUATE ESTABLISHMENT OF VEGETATION,EROSION CONTROL DEVICES SHALL BE REMOVED FROM THE SITE.ANY RUTTING OR DISTURBANCE DUE TO THE REMOVAL OF SILT FENCE SHALL BE REPAIRED BY THE CONTRACTOR. THIN BRANCHES AND FOLIAGE (NOT ALL END TIPS)BY 1/3 RETAINING NORMAL PLANT SHAPE,THINNING,NOT REQUIRED ON EVERGREENS. REMOVE BURLAP FROM TOP 1/3 OF —•—MIXTURE PLANTING SOIL BALL REMOVE CONTAINERIZED PLANTS FROM THEIR CONTAINERS SLOPE SUBGRADE AWAY FROM BUILDING @ 2%MIN WEED BARRIER FABRIC,AS SPECIFIED METAL EDGING,AS SPECIFIED. INSTALL ACCORDING TO MANUFACTURER'S SPECIFICATIONS FABRIC GUYING STRAP WITH HOSE CHAFING GUARD RUBBER /NYLON STRAPPING TIGHTENED ONLY ENOUGH TO PREVENT SLIPPAGE. FLAG FOR VISIBILITY. PRIOR TO MULCHING,LIGHTLY TAMP SOIL AROUND THE ROOTBALL IN 6' LIFTS.DO NOT OVER COMPACT.AFTER BACKFILLING.POUR WATER AROUND ROOTBALL TO SETTLE THE SOIL. AMENDED PLANTING SOIL. SEE SPECIFICATIONS FOR DETAILS DIAMETER OF HOLE SHALL BE TRIPLE THE DIAMETER OF THE ROOTBALL.THE SIDES SHOULD SLOPE GRADUALLY. METAL STAKES,2'x24"LONG — DRIVEN BELOW FINISH GRADE. TREE MUST MEET OR EXCEED ANSI Z60.1 (AMERICAN STANDARD FOR NURSERY STOCK.) ONE DOMINANT LEADER MUST BE MAINTAINED THROUGH THE WARRANTY PERIOD. TREE TRUNK SET ROOTBALL ON 4'-6"MOUND OF UNDISTURBED /NATIVE SOIL TO PREVENT SETTLING. LANDSCAPE ROCK,4’DEPTH; 1.5"BUFF LIMESTONE OR APPROVED EQUAL FINISH GRADE EACH TREE MUST BE PLANTED SUCH THAT THE ROOT FLARE IS VISIBLE AT THE TOP OF THE ROOTBALL^sIDLEVELWITHFINISHGRADE.GVY WIRE -PLAN MULCH RING SHOULD BE MIN.3’DEEP. KEEP MULCH 4'AWAY FROM TRUNK BASE. 4"HIGH EARTH SAUCER BEYOND EDGE OF ROOTBALL,FOR 360°. GUYING WIRE WITH TURNBUCKLE GG G G G OH OH O H O H OH OH OH G OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH S S MB MB 11 " 7" AC 13 " 9" E E IR R RD 9" MB 10 " 9" 10 " E HH 10 " 11 " 11 " 12 " 8" 7" 7" 7" 10 " 7" 7" 19 " 8" 8" RD CO E IR R 10 " 9" 9" 9" 9" 10 " 9" 9" 9" 4I N X 4 " MB 9" MB 10 " RD IR R 6" 9" 9" 10 " 8" 9" 6" 4" 2" 5" 8" UTIL BOX EL E C H A N D H O L E SA N P I P E ST P I P E GA T E GA S M E T E R GA S M E T E R CO N C . CO N C . S I D E W A L K CO N C . S I D E W A L K CO N C . S I D E W A L K CO N C . CO N C . CO N C . BI T U M I N O U S SU R F A C E BI T U M I N O U S S U R F A C E BI T U M I N O U S S U R F A C E CONC. CO N C . CONC. CO N C . OV E R H A N G OVERHANG ED G E O F L A N D S C A P E WA T E R TO W E R 52 . 2 102.2 102.1 52 . 1 EX I S T I N G BU I L D I N G EXISTING BUILDING C C GGGEEE E C C C C C C C C GG 43.3 20 . 4 56.5 37 . 9 79.6 27 . 1 21.1 31 . 1 EX I S T I N G BU I L D I N G EL E C M E T E R OVERHANG OVERHANG CO N C . S I D E W A L K CONC. SIDEWALK CONC. SIDEWALK CO N C . CONC. B I T U M I N O U S S U R F A C E BITUMINOUS SURFACE BITUMINOUS SURFACE CONC. EDGING LANDSCAPE ROCKS BI T U M I N O U S SU R F A C E CO N C . BITUMINOUS SURFACE CO N C . CO N C . OV E R H A N G OW N E R : C I T Y O F H A S T I N G S AD D R E S S : 1 2 9 2 N O R T H F R O N T A G E R D PI D : 1 9 - 0 2 9 0 0 - 0 5 - 0 1 0 OW N E R : C I T Y O F H A S T I N G S AD D R E S S : 1 3 0 0 N O R T H F R O N T A G E R D PI D : 1 9 - 5 7 7 0 1 - 0 0 - 0 1 0 OW N E R : F L U E G E L S L A W N G A R D E N & P E T S U P P L Y I N C AD D R E S S : 1 2 8 0 N O R T H F R O N T A G E R D PI D : 1 9 - 0 2 9 0 0 - 0 5 - 0 2 0 33 . 0 32 . 7 60 . 3 60 . 1 52.9 53.1 5. 26. 0 90 . 1 90 . 2 64 . 9 64 . 3 133.1 133.8 3.1 3.4 NO R T H F R O N T A G E R O A D 90° 0 ' 0 " PR O P O S E D 10 F T D R A I N A G E A N D U T I L I T Y E A S E M E N T PROPOSED 10 FT DRAINAGE AND UTILITY EASEMENT 9 0 ° 0 ' 0 " 10 F T D R A I N A G E A N D U T I L I T Y E A S E M E N T P E R PL A T O F P L E A S A N T A C R E S S E C O N D A D D I T I O N OW N E R : D A K O T A C O U N T Y C D A W O R K F O R C E H O U S I N G L L AD D R E S S : U N A S S I G N E D PI D : 1 9 - 3 1 9 9 5 - 0 1 - 0 1 0 RO A D A N D U T I L I T Y EA S E M E N T P E R DO C . N O . 4 9 8 2 6 1 UT I L I T Y E A S E M E N T PE R D O C . N O . 5 4 2 6 9 4 SI D E W A L K , S T R E E T , DR A I N A G E A N D U T I L I T Y EA S E M E N T P E R DO C . N O . 1 0 5 9 4 7 0 14 5 . 2 0 S00°05'58"E 300.00 S8 9 ° 5 4 ' 0 2 " W 1 4 5 . 2 0 FD R L S 9 2 9 4 90°0' 0 " 9 0 ° 0 ' 0 " FD 1 / 2 " I P S L I N E O F T H E N E 1 / 4 OF S E C . 2 9 , T . 1 1 5 , R . 1 7 N0 0 ° 0 5 ' 5 8 " W 1 0 . 0 0 N0 0 ° 0 5 ' 5 8 " W 1 0 . 0 0 95 . 2 0 12 7 2 . 8 0 S8 9 ° 5 4 ' 0 2 " W 1 4 1 8 . 0 0 SE C O R N E R O F T H E N E 1 / 4 O F S E C . 2 9 , T . 1 1 5 , R . 1 7 (F D D A K O T A C O U N T Y C A S T I R O N M O N U M E N T ) PU B L I C R O A D W A Y AN D U T I L I T Y EA S E M E N T P E R DO C . N O . 3 5 5 0 3 0 / BK 8 3 O F M I S C P G 3 0 0 FD 5 / 8 " R E B A R FD R L S 1 8 4 9 7 FD R L S 1 8 4 9 7 FD R L S 1 8 4 9 7 FD 5 / 8 " R E B A R (T I P P E D T O NO R T H 0 . 3 3 F T ) FD 1 / 2 " I P FD M N D O T R W C A P SE C O R N E R O F T H E N E 1 / 4 O F S E C . 2 9 , T . 1 1 5 , R . 1 7 (F D D A K O T A C O U N T Y A L U M I N U M M O N U M E N T ) S8 9 ° 5 4 ' 0 2 " W 3 8 7 5 . 2 1 60 63.90 5010 5010 60 30 69.60 19.60 50 . 0 0 N0 0 ° 0 5 ' 5 8 " W 10 . 0 0 50 50 N00°15'40"W 236.10 N8 9 ° 5 4 ' 0 2 " E 2 1 2 . 8 9 N8 9 ° 5 4 ' 0 2 " E 3 5 8 . 7 6 20 F T U T I L I T Y E A S E M E N T PE R D O C . N O . 5 4 2 6 9 5 (O N L Y S H O W S I N T I T L E FO R 1 3 0 0 N F R O N T A G E R D ) DRAINAGE AND UTILITY EASEMENT PERPLAT OF PLEASANT ACRES SECOND ADDITIONANDINGRESS AND EGRESS ACCESS EASEMENTAS PER DOC. NO. 2525356, 2525357, 2537228 N00°05'58"W 236.10 N00°05'58"W 236.10 N00°05'58"W 63.90 N8 9 ° 5 4 ' 0 2 " E 1 4 5 . 2 0 63.90 236.10 20 20 LO T 1 BL O C K 1 10 10 1010 1010 10 10 45 . 5 4 46 . 2 1 16 7 . 3 5 10 SC A L E : SU R V E Y B Y : DR A W N B Y : CH E C K B Y : SH E E T OF WS B P R O J E C T N O . I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL LAND SURVEYORUNDER THE LAWS OF THE STATE OF MINNESOTA. LIC. NO:DATE: REVISIONS NO.DATE DESCRIPTION Central Water Treatment Plant Campus 1292 and 1300 North Frontage Road City of Hastings, Minnesota Pr e l i m i n a r y P l a t 1" = 3 0 ' JS Jeremy R. Honga 580135/21/2025 02 4 2 2 6 - 0 0 0 1 1 PRELIMINARY PLAT - DRAFT - 2025-05-21 0 Gr a p h i c S c a l e ( i n f e e t ) 30 60 1 i n c h = 3 0 f e e t PR O P E R T Y D E S C R I P T I O N PI D 1 9 - 0 2 9 0 0 - 0 5 - 0 1 0 : Th a t p a r t o f t h e S ½ o f t h e N E ¼ o f S e c t i o n 2 9 , T o w n s h i p 1 1 5 , R a n g e 1 7 , d e s c r i b e d a s f o l l o w s : C o m m e n c i n g a t a po i n t w h i c h i s 1 4 1 8 f e e t W e s t a n d 1 0 f e e t N o r t h o f t h e S o u t h e a s t c o r n e r o f s a i d N E ¼ o f s a i d S e c t i o n 2 9 , t h e n c e No r t h a t r i g h t a n g l e s 3 0 0 f e e t , t h e n c e E a s t 1 4 5 . 2 f e e t , t h e n c e S o u t h 3 0 0 f e e t , t h e n c e W e s t 1 4 5 . 2 f e e t t o t h e p l a c e of b e g i n n i n g , D a k o t a C o u n t y , M i n n e s o t a . an d PI D 1 9 - 5 7 7 0 1 - 0 0 - 0 1 0 : Ou t l o t A , P l e a s a n t A c r e s S e c o n d A d d i t i o n , a c c o r d i n g t o t h e r e c o r d e d p l a t t h e r e o f , D a k o t a C o u n t y , M i n n e s o t a . PR O P E R T Y S U M M A R Y 1. Su b j e c t p r o p e r t y ' s a d d r e s s e s a r e 1 2 9 2 a n d 1 3 0 0 N o r t h F r o n t a g e R d . 2. Su b j e c t p r o p e r t y ' s p r o p e r t y i d e n t i f i c a t i o n n u m b e r s a r e 1 9 - 0 2 9 0 0 - 0 5 - 0 1 0 a n d 1 9 - 5 7 7 0 1 - 0 0 - 0 1 0 . 3. Ex i s t i n g A r e a s a r e a s f o l l o w s : Ar e a o f P I D 1 9 - 0 2 9 0 0 - 0 5 - 0 1 0 = 4 3 , 5 6 0 S q u a r e F e e t o r 1 . 0 0 0 a c r e s . Ar e a o f P I D 1 9 - 5 7 7 0 1 - 0 0 - 0 1 0 = 5 0 , 3 4 2 S q u a r e F e e t o r 1 . 1 5 6 a c r e s . To t a l a r e a = 9 3 , 9 0 2 S q u a r e F e e t o r 2 . 1 5 6 a c r e s . OV E R H E A D U T I L I T Y OH UN D E R G R O U N D G A S G ST O R M C A T C H B A S I N STS WA T E R V A L V E HY D R A N T ST O R M M A N H O L E SA N I T A R Y M A N H O L E SI G N PE D E S T A L HH HA N D H O L E CU R B A N D G U T T E R CH A I N L I N K F E N C E BU I L D I N G O V E R H A N G BU I L D I N G E D G E GU A R D P O S T SE C T I O N C O R N E R LE G E N D LI G H T P O L E E EL E C T R I C T R A N S F O R M E R UT I L I T Y P O L E GU Y W I R E FO U N D M O N U M E N T SE T M O N U M E N T ME T E R E EL E C T R I C M A N H O L E SP O T / Y A R D / G R O U N D L I G H T CU R B S T O P AC AI R C O N D I T I O N I N G U N I T CO CL E A N O U T MB MA I L B O X IR R IR R I G A T I O N V A L V E BU S H EV E R G R E E N T R E E DE C I D U O U S T R E E VI C I N I T Y M A P SE C T I O N 2 9 , T O W N S H I P 1 1 5 , R A N G E 1 7 , DA K O T A C O U N T Y , M I N N E S O T A NW 1/4 NE 1/4SE 1/4 S W 1 / 4 NO T T O S C A L E HW Y 5 5 N F R O N T A G E R D SI T E UN D E R G R O U N D E L E C T R I C E UN D E R G R O U N D C O M M U N I C A T I O N C WA T E R M A I N RD RO O F D R A I N OR N A M E N T A L R O C K SU R V E Y O R N O T E S 1. T h e b e a r i n g s y s t e m i s b a s e d o n t h e D a k o t a C o u n t y C o o r d i n a t e S y s t e m , N A D 8 3 ( 2 0 1 1 A d j u s t ) , h a v i n g a n as s u m e d b e a r i n g o f S 8 9 ° 5 4 ' 0 2 " W f o r t h e S o u t h l i n e o f t h e N o r t h e a s t Q u a r t e r o f S e c t i o n 2 9 , T o w n s h i p 1 1 5 , Ra n g e 1 7 . 2. T h e b u i l d i n g s a n d e x t e r i o r d i m e n s i o n s o f t h e o u t s i d e w a l l a t g r o u n d l e v e l a r e s h o w n o n t h e s u r v e y . I t m a y n o t be t h e f o u n d a t i o n w a l l . 3. L o c a t i o n , s i z e s a n d t y p e s o f u n d e r g r o u n d u t i l i t i e s s h o w n a r e a c o m b i n a t i o n o f o b s e r v e d e v i d e n c e a n d p l a n in f o r m a t i o n , t o g e t h e r w i t h f i e l d m a r k i n g s b y t h o s e u t i l i t y l o c a t o r s t h a t r e s p o n d e d t o G o p h e r S t a t e O n e C a l l T i c k e t No s . 2 5 0 9 4 1 4 2 9 a n d 2 5 0 9 4 1 4 7 1 . H o w e v e r , l a c k i n g e x c a v a t i o n , t h e e x a c t l o c a t i o n o f u n d e r g r o u n d f e a t u r e s ca n n o t b e a c c u r a t e l y , c o m p l e t e l y , a n d r e l i a b l y d e p i c t e d . W S B m a k e s n o g u a r a n t e e t h a t t h e u t i l i t i e s s h o w n co m p r i s e a l l o f t h e u t i l i t i e s i n t h e a r e a . W h e r e a d d i t i o n a l o r m o r e d e t a i l e d i n f o r m a t i o n i s r e q u i r e d , t h e c l i e n t i s ad v i s e d t h a t e x c a v a t i o n a n d / o r a p r i v a t e u t i l i t y l o c a t e r e q u e s t m a y b e n e c e s s a r y . P u r s u a n t t o M S 2 1 6 . D c o n t a c t Go p h e r S t a t e O n e C a l l a t 6 5 1 - 4 5 4 - 0 0 0 2 p r i o r t o a n y e x c a v a t i o n . SU B J E C T P R O P E R T Y PI D 1 9 - 0 2 9 0 0 - 0 5 - 0 1 0 : Re f e r e n c i n g T i t l e C o m m i t m e n t N o . D C 2 4 2 9 8 0 - C O , d a t e d 4 / 2 4 / 2 0 2 5 , a s p r o v i d e d b y O l d R e p u b l i c N a t i o n a l T i t l e I n s u r a n c e C o m p a n y , t h e fo l l o w i n g a r e c o m m e n t s o n e a s e m e n t s , e t c . , t h a t t h e p r o p e r t y i s s u b j e c t t o i n S c h e d u l e B t h e r e o f u s i n g t h e s a m e n u m b e r i n g s y s t e m a s i n sa i d S c h e d u l e B . Ex c e p t i o n I t e m N o s . 1 - 2 a r e n o t s u r v e y r e l a t e d a n d t h e r e f o r e a r e n o t s h o w n . 3. Pe r m a n e n t R o a d a n d U t i l i t y E a s e m e n t g r a n t e d t o t h e C i t y o f H a s t i n g s o v e r t h e S o u t h 5 0 f e e t r e c o r d e d a s D o c u m e n t N o . 4 9 8 2 6 1 . Sh o w n o n s u r v e y . 4. Pe r m a n e n t U t i l i t y E a s e m e n t g r a n t e d t o t h e C i t y o f H a s t i n g s o v e r t h e E a s t 6 0 f e e t o f t h e N o r t h 3 0 f e e t r e c o r d e d a s D o c u m e n t N o . 54 2 6 9 4 . Sh o w n o n s u r v e y . 5. Pe r m a n e n t E a s e m e n t f o r s i d e w a l k , S t r e e t , D r a i n a g e a n d U t i l i t y P u r p o s e s g r a n t e d t o t h e C i t y o f H a s t i n g s o v e r t h e N o r t h 1 9 . 6 0 f e e t o f th e S o u t h 6 9 . 6 0 f e e t r e c o r d e d a s D o c u m e n t N o . 1 0 5 9 4 7 0 . Sh o w n o n s u r v e y . 6. Pu b l i c R o a d w a y a n d / o r U t i l i t y E a s e m e n t g r a n t e d t o t h e C i t y o f H a s t i n g s o v e r a p p r o x i m a t e l y t h e E a s t 5 0 f e e t o f t h e S o u t h 5 0 f e e t re c o r d e d i n B o o k 8 3 o f M i s c e l l a n e o u s R e c o r d s o n p a g e 3 0 0 . Sh o w n o n s u r v e y . PI D 1 9 - 5 7 7 0 1 - 0 0 - 0 1 0 : Re f e r e n c i n g T i t l e C o m m i t m e n t N o . D C 2 5 0 8 4 2 , d a t e d 3 / 2 6 / 2 0 2 5 , a s p r o v i d e d b y O l d R e p u b l i c N a t i o n a l T i t l e I n s u r a n c e C o m p a n y , t h e fo l l o w i n g a r e c o m m e n t s o n e a s e m e n t s , e t c . , t h a t t h e p r o p e r t y i s s u b j e c t t o i n S c h e d u l e B , S e c t i o n 2 t h e r e o f u s i n g t h e s a m e n u m b er i n g sy s t e m a s i n s a i d S e c t i o n 2 . Ex c e p t i o n I t e m N o s . 1 - 7 , a n d 1 1 - 1 2 a r e n o t s u r v e y r e l a t e d a n d t h e r e f o r e a r e n o t s h o w n . 8. Ea s e m e n t f i l e d a s D o c u m e n t N o . 5 4 2 6 9 5 . Sh o w n o n s u r v e y . 9. Re s o l u t i o n f i l e d a s D o c u m e n t N o . 1 4 6 6 9 0 8 . 2 . Re s o l u t i o n m o d i f i e s t h e H a s t i n g s F a m i l y H o u s i n g p l a t t o i n c l u d e a 2 0 f t w i d e dr a i n a g e a n d u t i l i t y e a s e m e n t w h i c h c o r r e s p o n d s t o a p r i v a t e s t o r m s e w e r l i n e w h i c h r u n s b e t w e e n t h e C i t y w a t e r t o w e r si t e a n d P l e a s a n t D r i v e t o s e r v e a s a n o v e r f l o w r e l e a s e f o r t h e w a t e r t o w e r . E a s e m e n t l i e s n o r t h o f P I D 1 9 - 5 7 7 0 1 - 0 0 - 0 1 0 a n d is n o t s h o w n o n s u r v e y . 10 . Re s o l u t i o n f i l e d a s D o c u m e n t N o . 2 5 2 5 3 5 2 . Re s o l u t i o n v a c a t e s t h e D r a i n a g e a n d U t i l i t y E a s e m e n t s o n L o t 2 , B l o c k 1 , Ha s t i n g s F a m i l y H o u s i n g . 13 . Ac c e s s A g r e e m e n t f i l e d a s D o c u m e n t N o . 2 5 2 5 3 5 6 . Sh o w n o n s u r v e y . 14 . Am e n d e d a n d R e s t a t e d I n g r e s s a n d E g r e s s E a s e m e n t f i l e d a s D o c u m e n t N o . 2 5 2 5 3 5 7 . Sh o w n o n s u r v e y . 15 . Ag r e e m e n t R e g a r d i n g E a s e m e n t f i l e d a s D o c u m e n t N o . 2 5 3 7 2 2 8 . 16 . Ri g h t s o f t h e p u b l i c i n r i g h t o f w a y f o r N o r t h F r o n t a g e R d , a s l a i d o u t a n d t r a v e l e d . 17 . Ut i l i t y a n d D r a i n a g e E a s e m e n t s a s s h o w n o n t h e r e c o r d e d p l a t . Sh o w n o n s u r v e y . DRAFT - 2025-05-21 PR O P O S E D I N F O R M A T I O N 1. Pr o p o s e d L o t 1 , B l o c k 1 a d d r e s s i s 1 2 9 0 N o r t h F r o n t a g e R d . 2. P r o p o s e d p l a t a r e a s a r e a s f o l l o w s : Lo t 1 , B l o c k 1 = 8 4 , 6 2 4 S q u a r e F e e t o r 1 . 9 4 3 a c r e s R/ W = 9, 2 7 8 S q u a r e F e e t o r 0 . 2 1 3 a c r e s To t a l = 93 , 9 0 2 S q u a r e F e e t o r 2 . 1 5 6 a c r e s AD D R E S S E S Ow n e r : C i t y o f H a s t i n g s Su r v e y o r : W S B 7 0 1 X e n i a A v e n u e S o u t h , S u i t e 3 0 0 M i n n e a p o l i s , M i n n e s o t a 5 5 4 1 6 PR O P O S E D D & U E A S E M E N T EX I S T I N G B O U N D A R Y PR O P O S E D R I G H T O F W A Y K:\024226-000\Survey\Drawing\Platting\024226-000-V-PPLAT-1292 and 1300 North Frontage Rd - NAD83 (2011 ADJ).dwg, 5/21/2025 4:33:13 PM KE Y SI G N I F I C A N T T R E E IN V E N T O R Y 8’ + H A R D W O O D D E C I D U O U S T R E E 12 ’ - 2 4 ’ H T C O N I F E R O U S / E V E R G R E E N 24 ’ + H T C O N I F E R O U S / E V E R G R E E N PR O P O S E D T R E E R E M O V A L X X X X X X X XXX X X X X X X X 5/ 2 8 / 2 5 Si g n i f i c a n t T r e e I n v e n t o r y Si g n i f i c a n t T r e e T y p e E x i s t i n g Q u a n t i t y P r o p o s e d Q u a n t i t y R e m o v e d % R e m o v e d Ha r d w o o d D e c i d u o u s (8 " + D I A . ) 9 7 7 8 % Co n i f e r o u s / E v e r g r e e n (1 2 ' - 2 4 ' H ) 11 9 8 2 % Co n i f e r o u s / E v e r g r e e n (2 4 ' + H ) 9 2 2 2 % To t a l 29 18 62 % X- A - 0 1 ( a - c ) tn CALCULATION SUMMARY Description Avg Max Min Max/Min Avg/Min Driveway 1.3 fc 8.4 fc 0.0 fc N/A N/A Property Line 0.3 fc 1.8 fc 0.0 fc N/A N/A Building North 1.8 fc 4.0 fc 0.2 fc 20.0:1 9.0:1 SB 0.2 1.3 2.5 3.7 0.3 1.4 2.6 3.4 0.4 1.5 2.4 2.7 0.4 1.5 2.2 2.2 0.4 1.6 2.4 2.7 0.3 1.5 2.7 3.4 0.3 1.5 2.8 4.0 0.3 1.5 2.7 3.4 0.4 1.5 2.4 2.6 0.4 1.5 2.1 2.1 0.4 1.5 2.3 2.5 0.3 1.5 2.6 3.3 0.3 1.5 2.7 3.9 0.3 1.5 2.7 3.5 0.4 1.5 2.4 2.7 0.4 1.5 2.1 2.1 0.4 1.5 2.3 2.4 0.3 1.5 2.6 3.2 0.3 1.5 2.7 3.9 0.3 1.4 2.7 3.6 0.3 1.5 2.4 2.7 0.3 1.5 2.1 2.1 0.3 1.5 2.1 2.3 0.3 1.4 2.4 2.9 0.3 1.3 2.5 3.6 0.2 1.2 2.4 3.5 0.3 1.3 0.3 1.1 0.3 0.9 0.4 0.5 0.7 1.1 1.6 1.8 1.7 1.5 1.3 1.1 0.8 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.8 0.9 1.0 0.9 0.8 0.7 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.1 0.0 0.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.10.1 0.4 0.7 0.8 0.7 0.3 0.3 0.3 0.4 0.4 0.5 0.6 0.7 0.7 0.8 0.8 0.9 0.9 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.6 0.8 1.0 1.2 1.4 1.5 1.6 1.7 1.6 1.3 0.8 0.5 0.4 0.4 0.6 0.7 0.5 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.3 0.4 0.4 0.2 0.6 1.1 1.3 1.1 0.7 0.9 1.0 1.2 1.3 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.3 1.2 1.3 1.3 1.0 0.7 0.7 1.6 2.1 1.9 1.1 1.7 2.2 2.4 2.4 2.3 2.1 2.3 2.6 2.6 2.6 2.3 2.0 2.3 2.5 2.6 2.6 2.4 2.1 2.2 2.4 2.4 2.6 2.2 1.6 0.9 0.7 1.9 2.8 2.7 1.2 2.1 3.1 3.7 3.2 2.6 2.2 2.7 3.4 3.9 3.3 2.6 2.1 2.5 3.3 3.9 3.5 2.7 2.2 2.5 3.2 3.7 3.8 3.0 1.9 0.9 1.3 1.2 0.9 1.0 3.3 3.0 2.2 1.3 0.7 4.8 3.9 2.6 1.6 1.5 1.2 0.9 5.8 4.6 3.2 2.0 1.6 1.3 1.1 1.0 1.0 1.1 1.2 1.4 1.7 2.0 2.2 2.3 2.4 2.3 2.2 2.1 1.7 1.4 1.0 5.9 5.1 3.8 2.5 1.9 1.6 1.3 1.1 1.1 1.2 1.3 1.5 1.7 2.0 2.2 2.4 2.6 2.5 2.3 2.0 1.7 1.4 1.1 5.8 5.3 4.3 2.9 2.2 1.8 1.4 1.2 1.2 1.2 1.3 1.4 1.5 1.8 2.0 2.2 2.4 2.3 2.0 1.8 1.5 1.3 1.1 5.6 5.1 4.4 3.2 2.5 1.9 1.5 1.3 1.2 1.2 1.2 1.2 1.4 1.5 1.6 1.7 1.8 1.7 1.6 1.5 1.3 1.1 0.9 5.3 5.0 4.3 3.4 2.6 2.1 1.6 1.3 1.2 1.1 1.1 1.0 1.1 1.2 1.3 1.4 1.4 1.4 1.3 1.2 1.1 0.9 0.8 4.8 4.7 4.1 3.3 2.7 2.1 1.6 1.3 1.2 1.0 0.9 0.9 0.9 1.0 1.0 1.1 1.1 1.1 1.0 0.9 0.8 0.7 0.6 4.4 4.3 3.9 3.2 2.7 2.1 1.6 1.3 1.1 0.9 0.8 0.7 0.7 0.7 0.7 0.6 0.5 4.1 4.1 3.6 3.3 2.7 2.1 1.6 1.3 1.1 0.9 0.7 0.6 0.6 0.6 0.5 0.4 4.5 4.3 3.8 3.5 2.9 2.2 1.7 1.3 1.1 0.8 0.6 0.5 0.5 0.4 0.4 0.3 0.3 4.9 4.7 3.9 3.6 3.0 2.3 1.7 1.3 1.0 0.8 0.5 0.4 0.4 0.3 0.3 0.3 0.2 6.3 5.8 4.8 3.8 3.0 2.3 1.7 1.3 1.0 0.7 0.5 0.3 0.3 0.3 0.2 0.2 0.2 7.1 6.3 5.0 3.8 3.0 2.3 1.6 1.3 1.0 0.7 0.5 0.3 0.2 0.2 0.1 0.1 0.1 7.8 6.7 5.0 3.7 3.0 2.2 1.6 1.2 0.9 0.7 0.4 0.2 0.2 0.1 0.1 0.1 0.1 8.4 6.7 5.0 3.7 2.9 2.1 1.5 1.2 0.9 0.7 0.4 0.2 0.1 0.1 0.1 0.1 0.1 8.3 6.6 4.8 3.5 2.8 2.1 1.5 1.1 0.9 0.6 0.3 0.2 0.1 0.1 0.0 0.0 0.0 7.5 6.3 4.6 3.4 2.7 1.9 1.4 1.1 0.8 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 6.5 5.6 4.3 3.2 2.5 1.8 1.3 1.0 0.7 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 5.4 4.9 3.9 2.9 2.3 1.7 1.2 0.9 0.7 0.4 0.3 0.1 0.1 0.1 0.0 0.0 0.0 4.2 4.1 3.3 2.5 2.0 1.5 1.1 0.8 0.6 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 2.8 2.6 2.2 2.0 1.6 1.2 0.9 0.7 0.5 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 1.9 1.9 1.6 1.5 1.3 1.0 0.7 0.6 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 1.4 1.4 1.3 1.2 1.0 0.8 0.6 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.9 1.5 1.2 1.0 0.9 0.7 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 2.9 3.0 1.3 2.3 3.4 3.7 3.0 2.4 2.3 2.9 3.8 3.8 2.9 2.2 2.1 2.8 3.6 3.8 3.1 2.3 2.1 2.7 3.5 3.6 3.3 2.4 1.6 1.1 0.9 0.7 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 2.3 2.1 1.3 1.9 2.5 2.7 2.6 2.3 2.3 2.6 2.9 2.9 2.6 2.3 2.2 2.5 2.9 2.9 2.6 2.3 2.2 2.4 2.7 2.6 2.5 2.0 1.5 1.1 0.8 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 1.5 1.3 0.9 1.2 1.3 1.5 1.6 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.6 1.5 1.4 1.5 1.4 1.1 0.8 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.5 0.4 0.4 0.4 0.5 0.4 0.4 0.4 0.3 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.4 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.5 0.5 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.6 0.6 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.5 0.9 0.8 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.1 1.1 1.1 1.1 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.7 0.9 1.0 1.2 1.3 1.4 1.4 1.4 1.4 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.5 0.6 0.7 0.9 1.1 1.3 1.5 1.6 1.8 1.9 1.8 1.7 1.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.7 0.8 1.0 1.3 1.5 1.7 2.0 2.3 2.4 2.3 2.1 1.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.7 0.9 1.1 1.4 1.7 2.0 2.3 2.5 2.5 2.4 2.2 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.6 0.8 1.1 1.4 1.7 2.1 2.2 2.3 2.4 2.3 2.2 2.0 2.4 2.0 1.61.1 0.4 ELECTRICAL ROOM ELECTRICAL/ GENERATOR ROOM EXISTING ION EXCHANGE PLANT BACKWASH TANKS W2 B3W1 B3 W1 B3 W1 B3 W2 B3 W2 B3 W2 B3 W2 B3 W2 B3 W2 B3 W2 B3 W2 B3 W2 B3 W2 B3 W2 B3 W2 B3 16' 16'16'W2 B3 W2 B3 PROPERTY LINE PROPERTY LINE WATER TREATMENT PLANT AA1 B3 AA1 B3 22' 22' WSB PROJECT NO.: SHEET SCALE: PLAN BY: DESIGN BY: CHECK BY: RE V I S I O N S SHOWN I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A . LI C . N O : DA T E : AA R O N R . M U E L L E R 46 1 8 4 Au t o d e s k D o c s : / / 0 2 4 2 2 6 - 0 0 0 / 0 9 8 2 4 0 0 9 _ H a s t i n g s W T P _ 2 _ ME P _ R 2 4 . r v t 5/ 2 8 / 2 0 2 5 5 : 3 7 : 0 2 P M 05 / 3 0 / 2 0 2 5 E-01A NXP/NJK ARMNJK ELECTRICAL SITE PHOTOMETRIC PLAN 024226-000 CE N T R A L W A T E R TR E A T M E N T P L A N T CI T Y O F H A S T I N G S , MI N N E S O T A 1 ELECTRICAL SITE PHOTOMETRIC PLAN 0 10'20' 40'N SITE LIGHTING FIXTURE SCHEDULE FIXTURE ID FIXTURE TYPE MOUNTING STYLE RATED LUMEN OUTPUT COLOR TEMPERATURE (⁰K) VOLTAGE INPUT WATTS FIXTURE DESCRIPTION FINISH COLOR APPROVED MANUFACTURER NOTES AA1 EXTERIOR POLE MOUNTED LED 20' POLE WITH 2' CONCRETE BASE LED 8,000-10,000 LUMENS, 80CRI MIN 4000K 120 V 53 W TYPE 4 DISTRIBUTION LED DECORATIVE POLE MOUNTED FIXTURE HEADS AS SHOWN. BI-LEVEL MOTION/AMBIANT SENSOR. DARK BRONZE GARDCO OPT SERIES LITHONIA DSX1 SERIES, OR EQUAL W1 EXTERIOR WALL PACK WALL 5,500-6,000 LUMNES, 80CRI MIN 4000K 120 V 55 W TYPE 4 FORWARD DISTRIBUTION, DIE CAST ALUMINUM HOUSING, ONE-PIECE HINGED DOOR, CLEAR INJECTION MOLDED ACRYLIC LENS. DARK BRONZE GARDCO 101L-16L LITHONIA DSXW1 SERIES, OR EQUAL W2 EXTERIOR WALL PACK WALL 2,000-3,000 LUMNES, 80CRI MIN 4000K 120 V 22 W TYPE 2 FORWARD DISTRIBUTION, DIE CAST ALUMINUM HOUSING, ONE-PIECE HINGED DOOR, CLEAR INJECTION MOLDED ACRYLIC LENS. DARK BRONZE GARDCO 101L-16L LITHONIA DSXW1 SERIES, OR EQUAL 1. ALL BUILDING MOUNTED LIGHT FIXTURES SHALL BE MOUNTED AT 12'-0" FROM LEVEL GRADE, UNLESS NOTED OTHERWISE. GENERAL NOTES: NO . D A T E D E S C R I P T I O N X-A-01 (a-c) design4tree engineering +land surveying CoiporMoOWke12017thAwWAlexandria.MN 56308888-2)6-1916 G G G G G G G G G G G G OH OH OH OH OH OH OH G G OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH S RIM:859.36 SE 4 PVC852.16INV: S 12 RCP852.16INV: E 12 GP852.11INV:INV:INV:INV: S RIM:854.51 S 4 PVC846.71INV: E 12 RCP846.76INV:INV:INV:INV:INV: RIM:855.70 852.75INV: 851.70INV:INV:INV:INV:INV: MBMB 11" 7" AC 13" 9" E TNH ELEV: 861.07 E CO IRR TNH ELEV: 863.26 RD 10" 9" 10" HH 10" 11" 11" 12" 8" 7" 7" 7" 10" 7" 7" 19" 8" 8" RD CO IRR RIM:860.46INV:INV:INV:INV:INV:INV: 9" 9" 9" 10" 9" 9" 9" RD 9" 9" 10" 6" 4"2" 5" 8" RIM:855.56 SUMP851.36INV:INV:INV:INV:INV:INV: E C C C C C C C G G G G G G G G G E E E E E E E E E E E E C C C C C C C C C C CCCCCC G G G G 57 8 1 4 JO N A T H A N S . C H R I S T E N S E N , P . E . SCALE IN FEET 0 15 30 > >> F G C E || X X > FM || X X 87'-11" 32'32' 104' R 2 0 'R20 ' R10 ' R 1 0 ' R 2 0 ' R20 ' 130'-5" 70'-9" 70 ' - 8 " 97 ' - 9 " 70'69' 15 ' - 1 " 14 ' - 5 " 10 ' 10 ' 19 ' - 1 1 " 20 '32'-7" 5' 2' - 1 " 68 ' - 6 " 4' 4' GENERAL NOTES 1.CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. 2.CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION AT NO ADDITIONAL COMPENSATION. 3.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY OWNERS WITHIN THE PROJECT LIMITS. 4.DETAILS PERTAINING TO THIS PROJECT NOT SHOWN IN THIS PLAN SET CAN BE FOUND IN THE 2020 MnDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION AND STANDARD DETAIL PLATES. 5.ALL DISTURBED AREAS SHALL BE RESTORED PER CITY STANDARD SPECIFICATIONS. 6.CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PROPERTIES DURING ALL STAGES OF THE PROJECT AT NO ADDITIONAL COMPENSATION. 7.CONTRACTOR SHALL REPAIR ALL DAMAGE TO EXISTING ROADWAY, STRUCTURES AND LANDSCAPING CAUSED BY CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COMPENSATION. 8.PROJECT CONSTRUCTION LIMITS INCLUDE THE AREA INSIDE THE PERIMETER EROSION CONTROL. 9.MAX. SLOPE SHALL BE 4:1 UNLESS NOTED OTHERWISE. 20 ' 33' 15 5 ' - 5 " 17 ' - 2 " 20' 12'-11" 3' 4' R 1 5 ' R 1 5 ' X-A-01 (a-c) CONC.SURMOUNTABLE CURB17'-2-(SEE DETAIL 600-1) VEHICLE BAY NO.1 VEHICLEBAY NO.2 CONC. FFM69 FE 858.50 4'WIDECONC.WALK (SEE DETAIL600-5) 858.5 EXISTINGIX WTP EXISTINGWELL NO.5 AND BOOSTER STATION 5'WIDE CONC.WALK (SEE DETAIL600-5) SAW CUT EX.BITUMINOUS PAVEMENT AT PROPERTY LINE.MATCHELEVATION WITHNEW FOR DRAINAGE EXISTING GROUND STORAGE RESERVOIR COMMERCIALDRIVEWAY APRON (SEE DETAIL 600-3) wsb DESIGN BY: JSC LU CO LULU PAVEMENT PLAN SHEET C-02 PLAN BY: WWS ocoLU SCALE: SHOWN CHECK BY: SGN WSB PROJECT NO.: 024226-000 4»«1857Hastings MINNESOTA*-’ LEGEND EXISTINGFIBER OPTIC LINE EXISTINGGAS LINE EXISTING COMMUNICATION LINE EXISTING ELECTRIC POWER LINE EXISTING WATER MAIN PROPOSED WATER MAIN EXISTING FENCE PROPOSED FENCE EXISTINGCOMMUNICATIONS PEDESTAL EXISTING POWER POLE EXISTING ELECTRIC BOX EXISTING GATE VALVE EXISTING HYDRANT EXISTING GRADE LINE 1200 PROPOSEDGRADE LINE ^-<96577)PROPOSED SPOT ELEVATION EXISTING PROPERTY LINE EXISTING SANITARY GRAVITY MAIN EXISTING SANITARY FORCEMAIN EXISTING SANITARY STRUCTURE EXISTING BUILDING DOWNSPOUT PROPOSED BITUMINOUS (EDGE) EXISTING STORM SEWER PIPE D @ S EXISTING STORM STRUCTURE PROPOSED CONCRETE WALK PROPOSED BITUMINOUS PAVEMENTmi X-A-01 (a-c) X-A-01 (a-c) X-A-01 (a-c) X-A-01 (a-c) City of Hastings Community Development Department Land Use Application Address or PID of Property: ___________________________________________________________ Applicant Name:_______________________Property Owner:________________________ Address:______________________________Address:_______________________________ _______________________________________________________________________________ Phone:________________________________Phone: _________________________________ Fax:__________________________________Fax:____________________________________ Email:________________________________Email:__________________________________ Description of Request:________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ If requesting site plan review of multi-family units (three or more attached), are the units intended to be for sale or rental units? ___________________________________________________ Check Applicable Line(s) Please Note: All Fees and Escrows are due at time of application. ___ Rezone $500 ___Minor Subdivision $500 ___Final Plat $600 ___Variance $300 ___Vacation $500 ___Special Use Permit ___Comp Plan Amend. ___Lot Split/Lot Line Adj. ___House Move $500 ___Annexation ___Prelim Plat $500 + $5,000 escrow ___EAW ___Site Plan $500 + $5,000 escrow ___ Interim Use Permit $500 $500 $75 $500 +$5,000 escrow $500 + $5,000 escrow $500 Total Amount Due: $ _____________Make checks payable to City of Hastings. Please ensure that all copies of required documents are attached. ____________________________________________________________________________ Applicant Signature Date Owner Signature Date ____________________________________________________________________________ Applicant Name and Title – Please Print Owner Name – Please Print OFFICIAL USE ONLY File # ____________________Rec’d By: ____________________Date Rec’d: __________________ Fee Paid: _________________Receipt # ____________________App. Complete _______________ Most credit cards accepted, excluding escrow payments. X-A-01 (a-c)