HomeMy WebLinkAbout3 - Central Water Treatment Plat - Plat-Site Plan
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
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.
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.
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.
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.
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
• Civil Plans
• Landscape Plan
• Architectural Elevations
• Application
LOCATION MAP
New
Plant
Existing
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Site Pictures
Looking North from North Frontage Road
Looking South from Townhomes
Looking South from Townhomes
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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
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OWNER: DAKOTA COUNTY CDA WORKFORCE HOUSING LL
ADDRESS: UNASSIGNED
PID: 19-31995-01-010
ROAD AND UTILITY
EASEMENT PER
DOC. NO. 498261
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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
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4
NE
1
/
4
SE
1
/
4
SW
1
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4
N
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
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CENTRAL WATER TREATMENT PLANT CAMPUS
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VICINITY MAP
SECTION 29, TOWNSHIP 115, RANGE 17,
DAKOTA COUNTY, MINNESOTA
NW
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N FRONTAGE RD
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Graphic Scale (in feet)
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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
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WSB PROJECT NO.:
SCALE:
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CHECK BY:
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SITE PLAN
C-01
20 40
LEGEND
>
EXISTING SANITARY STRUCTURES
PROPOSED BITUMINOUS (EDGE)
EXISTING STORM STRUCTURE
EXISTING STORM SEWER PIPE>>
1200 PROPOSED GRADE LINE
EXISTING PROPERTY LINE
EXISTING GRADE LINE
F
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||
E
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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
965.77 PROPOSED SPOT ELEVATION
X X EXISTING FENCE
EXISTING SANITARY GRAVITY MAIN>
EXISTING SANITARY FORCEMAINFM
||PROPOSED WATER MAIN
RD EXISTING BUILDING DOWNSPOUT
X X PROPOSED FENCE
PROPOSED CONCRETE WALK
PROPOSED BITUMINOUS PAVEMENT
MECHANICALELECTRICAL
BACKWASH TANKS
(SEE SHEET P-10)
12" RCP STORM
(SEE SHEET C-12)
12" DIP WELL NO. 7 RAW WM
(BY OTHERS)
12" DIP WELL NO. 3 RAW WM (SEE SHEET C-07)
12" DIP WELL NO. 5 RAW WM (SEE SHEET C-08)
FU
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GAC TO IX (SEE SHEET C-05)
16" DIP WELL NO. 7 DISTRIBUTION WM (SEE SHEET C-07)
EXISTING IX WTP
EXISTING GROUND
STORAGE RESERVOIR
FU
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EXISTING WELL NO. 5
AND BOOSTER STATION
REST
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CHLORINE
8" PVC SANITARY SEWER (SEE SHEET 600-1)
CONNECT TO EX. SANITARY (SEE SHEET C-10)
CONCRETE WALK
(SEE DETAIL 600-5)
CONCRETE WALK
(SEE DETAIL 600-5)
4" DIP SANITARY SEWER (SEE SHEET C-10)
LANDSCAPING (SEE SHEET L-01)
8" DIP MAIN ZONE WM (SEE SHEET C-09)
PEDESTRIAN WATER
FILL STATION
(SEE SHEET A-05)
CONNECT TO WELL NO. 7 RAW
WM AT GATE VALVE INSTALLED
BY OTHERS
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.
APPROX. STORMWATER
BMP FOOTPRINT
STREET RESTORATION
(SEE SHEET C-14)
6" ROOF DRAIN
(SEE SHEET M-04)
FILTER GALLERY
CHAIN LINK FENCE
(SEE SHEET A-04)
4" DIP FUTURE IX
FLUSHING SERVICE
(SEE SHEET C-06)
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
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024226-000
SCALE:
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CHECK BY:
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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 AlleghenyServiceberr
yMulti-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
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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
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
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SCALE:
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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
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TREE MUST MEET OR EXCEED ANSI Z60.1
(AMERICAN STANDARD FOR NURSERY STOCK.)
ONE DOMINANT LEADER MUST BE MAINTAINED
THROUGH THE WARRANTY PERIOD.
4" HIGH EARTH SAUCER
BEYOND EDGE OF ROOTBALL,
FOR 360°.
SET ROOTBALL ON 4"-6" MOUND
OF UNDISTURBED / NATIVE
SOIL TO PREVENT SETTLING.
MULCH RING SHOULD BE MIN.
4" DEEP. KEEP MULCH 4" AWAY
FROM TRUNK BASE.
EACH TREE MUST BE PLANTED SUCH
THAT THE ROOT FLARE IS VISIBLE AT
THE TOP OF THE ROOTBALL AND
LEVEL WITH FINISH GRADE.
DIAMETER OF HOLE SHALL BE TRIPLE
THE DIAMETER OF THE ROOTBALL. THE
SIDES SHOULD SLOPE GRADUALLY.
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.
RUBBER / NYLON STRAPPING
TIGHTENED ONLY ENOUGH TO
PREVENT SLIPPAGE. FLAG FOR
VISIBILITY.
FABRIC GUYING STRAP WITH
HOSE CHAFING GUARD
AMENDED PLANTING SOIL. SEE
SPECIFICATIONS FOR DETAILS
METAL STAKES, 2"x24" LONG
DRIVEN BELOW FINISH GRADE.
120°
120°
120°
GUYING WIRE WITH
TURNBUCKLE
TREE TRUNK
GUY WIRE - PLAN
SET ROOTBALL ON 4"-6" MOUND
OF UNDISTURBED / NATIVE
SOIL TO PREVENT SETTLING.
METAL STAKES, 2"x24" LONG
DRIVEN BELOW FINISH GRADE.
DIAMETER OF HOLE SHALL BE TRIPLE
THE DIAMETER OF THE ROOTBALL. THE
SIDES SHOULD SLOPE GRADUALLY.
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.
RUBBER / NYLON STRAPPING
TIGHTENED ONLY ENOUGH
TO PREVENT SLIPPAGE.
FLAG FOR VISIBILITY.
FABRIC GUYING STRAP WITH
HOSE CHAFING GUARD
AMENDED PLANTING SOIL.
SEE SPECIFICATIONS FOR DETAILS
TREE MUST MEET OR EXCEED ANSI Z60.1
(AMERICAN STANDARD FOR NURSERY STOCK.)
ONE DOMINANT LEADER MUST BE MAINTAINED
THROUGH THE WARRANTY PERIOD.
MULCH RING SHOULD BE MIN. 3" DEEP.
KEEP MULCH 4" AWAY FROM TRUNK BASE.
EACH TREE MUST BE PLANTED SUCH
THAT THE ROOT FLARE IS VISIBLE AT
THE TOP OF THE ROOTBALL AND
LEVEL WITH FINISH GRADE.
4" HIGH EARTH SAUCER BEYOND
EDGE OF ROOTBALL, FOR 360°.
GUY WIRE - PLAN
120°
120°
120°
GUYING WIRE WITH
TURNBUCKLE
TREE TRUNK
MOUND PLANTING SOIL
4" TO FORM SAUCER
REMOVE BURLAP FROM TOP 1/3 OF
BALL REMOVE CONTAINERIZED
PLANTS FROM THEIR CONTAINERS
MIXTURE PLANTING SOIL
EXISTING
GRADE
4" MULCH
6"
12"12"
NOTES:
1.PLANT SHRUBS IN LOCATIONS PER PLAN AND
APPROVED BY LA/E.
THIN BRANCHES AND FOLIAGE
(NOT ALL END TIPS) BY 1/3
RETAINING NORMAL PLANT
SHAPE, THINNING, NOT
REQUIRED ON EVERGREENS.
1/2"
FINISH GRADE
LANDSCAPE ROCK, 4" DEPTH;
1.5" BUFF LIMESTONE OR
APPROVED EQUAL
BUILDING
METAL EDGING, AS SPECIFIED.
INSTALL ACCORDING TO
MANUFACTURER'S
SPECIFICATIONS
SLOPE SUBGRADE AWAY FROM
BUILDING @ 2% MIN
WEED BARRIER FABRIC, AS
SPECIFIED
3'-0"
4"
SHOWN
024226-000
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
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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
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.
LD-01
2'-0"
LA
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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
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IRR
RD
9"
MB
10"9"10"
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10"
11"
11"
12"
8"
7"
7"
7"
10"
7"
7"
19"
8"
8"
RD
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10"
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9"
9"
9"
10"
9"
9"
9"4INX4"
MB
9"
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RD
IRR
6"
9"
9"
10"
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9"
6"4"2"
5"
8"
UT
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ELEC HAND HOLE
SAN PIPE
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GATE
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GAS METER
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BITUMINOUSSURFACE
BITUMINOUS SURFACE
BITUMINOUS SURFACE
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52.1
EXISTINGBUILDING
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OVERHANG
OWNER: CITY OF HASTINGSADDRESS: 1292 NORTH FRONTAGE RDPID: 19-02900-05-010
OWNER: CITY OF HASTINGS
ADDRESS: 1300 NORTH FRONTAGE RDPID: 19-57701-00-010
OWNER: FLUEGELS LAWN GARDEN & PET SUPPLY INCADDRESS: 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
"
PROPOSED10 FT DRAINAGE AND UTILITY EASEMENT
PR
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90°0'0
"
10 FT DRAINAGE AND UTILITY EASEMENT PER
PLAT OF PLEASANT ACRES SECOND ADDITION
OWNER: DAKOTA COUNTY CDA WORKFORCE HOUSING LL
ADDRESS: UNASSIGNEDPID: 19-31995-01-010
ROAD AND UTILITY
EASEMENT PER
DOC. NO. 498261
UTILITY EASEMENTPER DOC. NO. 542694
SIDEWALK, STREET,DRAINAGE AND UTILITYEASEMENT PERDOC. 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
90
°
0
'
0
"
90°0'
0
"
FD 1/2" IP
S LINE OF THE NE 1/4OF 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 ROADWAYAND UTILITYEASEMENT PERDOC. 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
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10
50
10
60
30
69
.
6
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.
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50
50
N0
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1
5
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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 TITLEFOR 1300 N FRONTAGE RD)
DR
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2020
LOT 1
BLOCK 1
10
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10
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45.54
46.21 167.35
10
SCALE:
SURVEY BY:
DRAWN BY:
CHECK BY:
SHEET
OF
WSB PROJECT NO.
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1 1
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T
-
2
0
2
5
-
0
5
-
2
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.DR
A
F
T
-
2
0
2
5
-
0
5
-
2
1
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
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KEY SIGNIFICANT TREE
INVENTORY8’+ HARDWOOD DECIDUOUS TREE
12’-24’ HT CONIFEROUS / EVERGREEN
24’+ HT CONIFEROUS / EVERGREEN
PROPOSED TREE REMOVALX
X X X
X
X
X
XXX
XXXX
XXX
5/28/25
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%
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:
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E-01A
NXP/NJK
ARMNJK
ELECTRICAL
SITE
PHOTOMETRIC
PLAN
024226-000
CE
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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
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N
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
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FFE 860.00
FFE 859.00
FFE 858.50
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024226-000
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
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SCALE IN FEET
0
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PAVEMENT
PLAN
C-02
15 30
LEGEND
>
EXISTING SANITARY STRUCTURES
PROPOSED BITUMINOUS (EDGE)
EXISTING STORM STRUCTURE
EXISTING STORM SEWER PIPE>>
1200 PROPOSED GRADE LINE
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
965.77 PROPOSED SPOT ELEVATION
X X EXISTING FENCE
EXISTING SANITARY GRAVITY MAIN>
EXISTING SANITARY FORCEMAINFM
||PROPOSED WATER MAIN
RD EXISTING BUILDING DOWNSPOUT
X X PROPOSED FENCE
PROPOSED CONCRETE WALK
PROPOSED BITUMINOUS PAVEMENT
VEHICLE BAY NO. 1 VEHICLE BAY NO. 2
EXISTING IX WTP
EXISTING GROUND
STORAGE RESERVOIR
EXISTING WELL NO. 5
AND BOOSTER STATION
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'
CONC. SURMOUNTABLE CURB 17'-2" (SEE DETAIL 600-1)
SAW CUT EX. BITUMINOUS
PAVEMENT AT PROPERTY
LINE, MATCH ELEVATION
WITH NEW FOR DRAINAGE
PEDESTRIAN RAMP (TYP. OF 4)
(SEE DETAIL GEN-26/CD-06)
COMMERCIAL DRIVEWAY APRON
(SEE DETAIL 600-3)
5' WIDE CONC. WALK
(SEE DETAIL 600-5)
CONC. CURB & GUTTER (SEE DETAIL 600-1)
4' WIDE CONC. WALK (SEE DETAIL 600-5)
4'
R
1
5
'
R
1
5
'
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.